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HomeMy WebLinkAbout50832-Z ,rrt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50832 Date: 6/20/2024 Permission is hereby granted to: 56655...- ....... ............. _ ...... _. ..� c/o Jonathan Tibett ......_ . ���. mm______—........ 20 Stony Hill Path w_ ................_ __ __ _.........._. Smithtown, NY 11787 To: Construct a two story commercial hotel (Enclaves) as applied for per ZBA, Planning, DOT and SCHD approvals. At premises located at: 56655 Route 25, Southold SCTM #473889 ....... .. ........... . ........ _ ._.........� __ _ Sec/Block/Lot# 63.-3-15 Pursuant to application dated 1/17/2024 pp .1.1.1.1 and approved by the Building Inspector. To expire on 12/20/2025. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $40,928.00 CO-COMMERCIAL $100.00 Total: $41,028.00 Building Inspector H k TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lit t ://www.soLittioldt ng oy Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO.! b� Building Inspector:AA Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:January, 16,2024 OWNER(S)OF PROPERTY: Name:Enclaves Southold LLC, successor to 56655 Main St LLC SCTM # 1000-63-03-15 Project Address: 56655 Main St. Phone#:(631 ) 367-0050 Email:AVG@GiambertoneArchitects.com Mailing Address: 95 Hopper Street Westbury NY 11590 CONTACT PERSON: Name: Andrew V. Giambertone Mailing Address: 62 Elm St. Huntington NY 11743 Phone#:(631) 367-0050 Email:AVG@GiambertoneArchitects.com DESIGN PROFESSIONAL INFORMATION: Name:Andrew V. Giambertone & Associates, Architects, PC Mailing Address:62 Elm St. Huntington NY 11743 Phone#:(631) 367-0050 Email:AVG@GiambertoneArchitects.com CONTRACTOR INFORMATION: Name:J. Petrocelli Contracting Inc. Mailing Address:100 Comac Street Ronkonkoma NY 11779 Phone#:(631)981-5200 Email:Phil@petrocelliinc.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: ❑Other oommodakh.oAcl $28,000,000.00 Will the lot be re-graded? ®Yes []No Will excess fill be removed from premises? RYes ❑No 1 .a PROPERTY INFORMATION Existing use of property:Residence/Bed & Breakfast Intended use of property: Hotel / Restaurant Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to H B I this property? ❑Yes ®No IF YES, PROVIDE A COPY. R Check Vox After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. r Application Submitted By rint name) nd aw V. Giambertone 5RAuthorized Agent Downer Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 'duff c71V ) V, l,zy E ignce being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contrac " ttar, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of I ZfII�Z�U , 20a� Notary Public LISAAVILES NOTARY PUBLIC,STATE OF NEW Y'OR. PFIolIRER Y IV" III,:1IR Au°n°°Illollfu "IV Registration No. OIAV6386632 ••�� '��' Qualified in Suffolk County (Where the applicant is not the owner) commission Expires January 28,202 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 - . . - .. .. - ­­1 � .. . ­-.1-1.11. ... � � -1. 1.1.11 I 1--.11 ­­­­­_.. . --l-.1- .. ............­...".1 I ­ .. - 1. . .. ..., ... .. ­.- - . .1 .1. 111.11... .. ...........".1.1'.. -- .1---l.. .. I ....-I.-...--—� ,-__ -- . .-.11 -� .. I I'.---1 . . .. ......"....-I 1. 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February 7, 2024 - Issued for Bid � March 22, 2024 - Rev'd. & Issued for Building Permit � : May 31, 2024 - Rev'd. & Issued for Building Permit I . : : SP.1 Site Plan A2.2 First Floor Plan A4.2 Building Section A6.5 Elevator - Plans & Sections dule COTTAGES: Separate Package . . : I A2.2a First Floor Partial Plan A4.3 Building Secdon dule � A1.1 Code Analysis A2.2b First Floor Partial Plan A4.4 Building Section A7.1 Partiton Details dule A2-2c Floor Roof Plans Wall Section Detail 1 31 1� 31 : : : i A1.2 Code Schematic Plan - Lower Level A2.3 Second Floor Plan A4.5 Building Section A7.2 Partiton Details dule A3.3 Elevations : : : � A1.3 Code Schematic Plan - First Floor A2.3a Second Floor Partial Plan A4.6 Building Sections dule A93 Fireplace Plans & Details � : i . : . � A14 Code Schematic Plan - Second Floor . A2.3b Second Floor Partial Plan A8.1 Details dule Schl .la Window & Door Schedule � A1.5 Not Used A2.4 Roof Plan A5.1 Wall Sections (A-D) A8.2 Details I Schl.7 Window Schedule . � : : A1.6 Standard Details A2.4a Roof Partial Plan A5.2 Wall Sections (E-1) A8.3 Details � . ; : A1.7 Sq.Ft. & Occupancy Calculations A2.4b Roof Partial Plan A5.3 Wall Sections U-N) A8.4 Details . Sch2.1 Ext. Door Schedule I I A1.8 Handicap Accessible Details A5.4 Wall Sections (0-R) Sch2.2 Ext. Door Schedule : I . A3.1 Elevations A5.5 Wall Section (T,U) A9.1 Fireplace Plans & Details � . I A2.1 Lower Level Floor Plan A3.2 Elevations A9.2 Fireplace Plans & Details Sch3.1 Lower Level Int. Door Schedule � I A2.1a Lower Level Partial Floor Plan A6.1 Stair - Plans & Sections � Sch3.2 First Floor Int. Door Schedule I I � A2.1b Lower Level Partial Floor Plan A4.1 Building Section A6.2 Stair - Plans & Sections Sch3.3 Second Floor Int. Door Schedule � i I � � � I I � ; - I . I , I I I'll , ,* '1�4 V I'. 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SECTION 1012h LANPMS PROPOSED HOTEL-RESIDENTIAL R-1 HOTEL GROUP EXIT ENCLOSURES AND CORRIDORS ROOMS AND TABLE 10062.1 SPACES WITH ONE EXIT OR EXIT ACZE59 DOORWAY PROPOSED 440TI-7-L C.ABIN5-RESIDENTIAL R-1 140TEL EXIT PASSAGEMY5 ENCLOSED SPACES THE LANDING WIDTH SHALL BE NOT LE55 THAX THE INIP714 OF THIH WIDEST MAX OCCUPANT MAX COMMON PATH OF EGRESS RAMP RUN ADJOINING THE LANDIN6.THE LANDN. & LENGTH 5RALL BE 60 EXISTING STRUCTURE WITH PROPOSED ADDITIONS-ASSEMBLY A-2 RESTAURANT A-2 B OICCIUPANCY LOAD OF 5PArE TRAVEL P15TANCE(5MNKLEREV) INCHES MINIMUM. SECTION 420.2 SEPARATION AALL5. WALLS SEPARATING PYO-LIN6 UNITS IN TW.- SAME BUILDING,WALLS A 411 75 FEET SECTION 1013.1 E)CT 5167N5 j SEPARATING 5LEEPIN6 UN]T5 IN THE SAME EUILPIN6 AND KALL5 5EPARATIN6 0 C, EXITS AND EXIT ACCES5 DOORS SHALL BE Kh-'KEV BY AN APPROVED EXIT DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO SECTION '103.2.8 R-1 10 15 FEET SIGN READILY V1545LE Fit ANY DIRECTION OF EGRESS TRAVEL. THE PATH THEM IN THE SAME BUILDING SHALL BE CON5TRUCTED AS FIRE PARTITIONS IN AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH OF EGRESS TRAVEL TO EATS AND WITHIN E)M, SHALL BE MARKED BY ACCORDANCE WITH SECTION 108. READILY V151BLE EXIT 5167N5 TO CLEARLY IN GATE THE DIRECTION OF SECTION C105.3 SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS ViITH A SEOTION10062-2 E6F-rS5 BASED ON L15E SECTION 420.5 HORIZONTAL SEPARATION. E6RES5 TRAVEL IN CA-'qM WHERE THE EXIT OR THE PATH OF E&RE55 GROUP R FIRE AREA. THE NUMBER OF EXITS OR ACZE55 TO EXITS SHALL BE PROVIDED IN 17HE FLOOR ASSEMBLIES 5EPARATINC7 DMLUWz, UNITS IN THE SAME BUILDINGS, TRAVEL 15 NOT IMMEVfA7M_Y V15MLE TO THE OCCUPANTS. INTERVENING SECTION C105-5.1.2 L6E5 DESCRIBED IN SECTIONS 1006-2-2.1 THROUGH 1006.2-2.6 FLOOR A55EI-OLIE5 SEPARATING 51LEEPIN6 UNITS IN THE SAME BUILDING AND MEANS OF EGRESS DOORS WITHIN]EXITS SHALL BE MARKED 6r EXIT SISN5. AUTOMATIC SPRINKLER SYSTEMS IN GROUP R OCCUPANCIES UP TO AND SECTION 1006�2.2.1 FLOOR ASSEMBLIES SEPARATING DYCLLIN6 OR 5LEEPIN6 UNITS FROM OTHER EXIT SIGN PLACEMENT'SHALL BE SLY,14 THAT AV( POINT IN AN EXIT AC<X-56 INCLUDING FOUR STORIES IN HEIGHT IN BUILDINGS NOT EXCEEDING 60 FEET IN THO EXITS ACCESS POORAAYS ARE REQUIRED IN BOILER, INCINERATOR AND OCCUPANCIE5 CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE HEIGHT ABOVE GRAPE PLANE SHALL BE PERMITTED TO BE INSTALLED FURNACE ROOMS N4EIRE THE_ AREA 15 OVER 500 5 F.AND ANY FUEL-FIRED CORRIDOR OR EXIT FA_55A_4ZMY 6 KITHIN ICI FEE I OR THE LISTED CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION -111. THROUGHOUT IN ACCORDANCE WITH NFPA 15R. EQUIPMENT EXCEEDS 400,000 btu. VIEWING DISTANCE OF THE SIGN,KHCH IS LEEE,FROM THE NEARMT VISIBLE SIGN. SECTION 420.4 GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT SECTION '1053 SECTION 10063 EGRESS FROM STORIES OR OCCUPIED ROOFS. EXIT SECTION 10132 LOW-LEVEL EXIT SIGNS K GROUP R-1. WITH AN AUTOMATIC SPRINKLER SYSTEM. STANDPIPE 5Y5TEM 15 NOT REQUIRED BECAUSE THE BUILDING 15 LESS THAN THE MEANS OF EGRESS SYSTEM SERVING ANY STORY OR OCCUPIED ROOF WHERE EXIT 51 6N5 ARE REQUIRED IN GROUP 1;i�­! 0,00UPANCIE5 BY SECTION SECTION 420.5 FIRE ALARM AND SMOKE ALARMS SHALL BE PROVIDED IN FOUR STORIES HIGH AND DOES NOT MEET THE REOUIREMENT5 OF SECTION SHALL BE PROVIDED WITH THE NUMBER OF SEPARATE AND DISTINCT EXITS 1013.1, ADDITIONAL 11-0144EVEL EXIT SIGNS a(ALL BE PROVIDED IN ALL GROW R-) IN ACCORDANCE WITH SECTIONS qO-72.6,CIO-72b AND CIO-12.el CIC63.1(2AN05) OR ACCESS TO EXITS BASED ON THE AGGREGATE OCCUPIED LOAD SERVED AREAS SERVING GUEST ROOMS IN GROUP R-I 1066UPANCIE5 AND SHALL RESPECTIVELY. 5ECTION '106 PORTABLE FIRE EXTINGUISHERS IN ACCORDANCE A" THIS SECTION. INHERE STAIRWAYS SERVE MORE THAN COMPLY AITH5E-cnom ioos. CHAPTER 5.USE AND OOCUPANGY CA-A55IFICATION. FORTA13LE FIRE EXTINGUISHERS SHALL BE INSTALLED IN THE FOLLOWING ONE STORY,ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED TABLE 504.5,504.4 AND 506.2 LOCATIONS: INDIVIDUALLY SHALL BE L15M IN CALCULATING THE REQUIRED NUMBER OF SECTION 1014h HANDRAIL EXTENSIONS ANDREW V. I. OCCUPANCY R-I TYPE Ib CONSTRUCTION WITH 5151R. SPRINKLER ALLOWED 1. IN GROUP A-2 AND R-1. EXITS OR ACCESS TO EXITS 5ERVINC7 THAT STORY. WHERE HANDRAILS ARE NOT WNTMXr-7 BET Pt FLIGHTS,T E HANDRAILS TO BE &O'HIC-M,4 STORY MAX. ABOVE GRAPE, UNLIMITED FLOOR AREA. 2. WITHIN 50 FEET DISTANCE OF TRAVEL FROM COMMERCIAL COOKING SECTION 1006.5.1 ADJACENT STORY SHALL EXTEND HORIZONTALLY NOT LES6 THAWS 12 INCHES SMISID THE TOP ""ONE 2. OCCUPANCY A-2 TYPE Vb,NON-5PRIW4-EIRM,C'ONSTIRXTION ALLOWED EQUIPMENT. THE PATH OF EGRESS TRAVEL TO AN EXIT SHALL NOT PASS THROUGH MORE R15ER AND CONTINUE TO SLOPE FOR THE DEP"Iff OF ONE TREAD BEYOND THE TO BE 40' HI6,H, I STORY ABOVE GRADE,6,000s.fJFLOOR 5. IN AREAS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE 5TORM, THAN ONE ADJACENT STORY. BOTTOM RISER, AR RAMPS K-ERE HANDRAIL ARE CONTINUOUSGIAMBEINAL USED OR DISPENSED. 1006.32 EC71RE55 BASED ON OCCUPANT LOAD. BETWEEN RUNS,TIE HAN-ORAIL5 SHALL EXTEND HORIZONTALLY ABOVE THE CHAPTER 6. TYPES OF CONSTRUCTION 4. ON EACH FLOOR OF 5TRUCTUIRE5 UNDER CONSTRUCTION. EACH STORY AND OCCUPIED ROOF SHALL HAVE THE MINIMUM NUMBER OF LANDING 12 INCHES MIMMI)M BEYOND THE TOP AND BOTTOM OF RAMP f?LJN5-. CONSTRUCTION TYPE 1-13 5. WHERE REQUIRED BY THE FIRE CODE OF NEW YORK ST5TE SECTIONS SEPARATE AND DISTINCT EXITS,OR ACCESS TO EXITS,AS SPECIFIED N SECTION 055 6UARDRAIL HEIGHT & ASSOCIATES INDICATED IN TABLE TABLE 100632 REQUIRED GUARDS SHALL NOT BE LESS THAN 42 INCHES. PRIMARY 571RU07VIRAL FRAME 2-hr (REDUCED BY 14r WHEN 6. SPECIAL HAZARD AREAS... TABLE 1006.52 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1011.2 EXIT AC4E55 ACROSS TRAVEL 76TANCE SUPPORTING A ROOF ONLY) OCCUPANT LOAD MINI" NUMBER OF EXITS OR KTH SPRIN ARCHITECTS KLER BEARING WALLS OCCUPANCYALARM AND DETECTION SYSTEMS PER STORY ACZE-56 TO EXITS FROM A STORY OCCUPANCY *EXTERIOR 2-hr SECTION c`101.2.5 GROUP R-I INTERIOR 2-hr (REDUCED BY 14r WHEN FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE INSTALLED IN GROUP 2 A AND R 250 FEET SUPPORTING A ROOF ONLY) R-I OCCUPANCIES AS REQUIRED INSECTION5 C1012b] THROUGH qO'72.8.3. NONBEARINS WALLS AND PARTITIONS 501-1000 5 INTERIOR SECTION SECTION 41012.8.1. MANUAL FIRE ALARM SYSTEM TABLE 1020.1 CORRIDOR FIRE-RE5115TANCE RATIN& CmCUPANT 62 Elm Street O-hr A MANUAL FIRE ALARM SYSTEM THAT ACTIVATES THE O OC4CUPANT LOAD SERVED IREOV FIRE-57-51STAN6E RATING, MORE THAN 1000 4 OCCUPANCY FLOOR CONSTRUCTION AND NOTIFICATION SYSTEM IN ACCORDANCE WITH SECTION cIOT5 SHALL BE BY CORRIDOR AITH SPRINKLER SYSTEM INSTALLED IN GROUP R-1 OCCUPANCIES.ASSOCIATEDSEC�ONPARY MEMBERS Huntington, NY 11743 2-hr EXCEPTIONS SECTION 100q.1 ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH A GREATER THAN 50 F-HOUR ROOF CONSTRUCTION AND 1. A MANUAL FIRE ALARM SYSTEM 15 NOT REQUIRED IN BUILDINGS NOT THIS SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LE55 ASSOCIATED SECONDARY MEMBERS MORE THAN TWO STORIES IN HEIGHT INHERE ALL NDIVIDUAL SLEEPING THAN ONE ACCESSIBLE MEANS OF EGRESS.INHERE MORE THAN ONE MEANS R C-REAIER THAN 10 OS-HOUR I-hr UNITS ARE SEPARATED FROM EACH OTHER AND PUBLIC,OR COMMON Or E61RE5515 REWIRED BY5ECTION 10062 OR 10063 FROM ANY Telephone: 631-367-0050 AREAS BY NOT LE55 THAN I-HOUR FIRE PARTITIONS AND EACH ALCE55IE31 E SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE TABLE 10:20.2 REQUIRED 0AFARITY OF CCR)ZD0RS, 5HALL BE AS 5FEVIFIED CON57IR'UCTION TYPE V-5 INDIVIDUAL SLEEPING UNIT HAS AN EXIT DIRECTLY TO A PUBLIC WAY, SERVED BY NOT LESS THAN TWO ACCE5515LE MEANS OF EGRESS. IN SECTION 1005.1 Fax: 631.367.6636 EGRESS COURT OR YARD. SECTION 100q.2 CONTINUITY AND COMPONENTS. PRIMARY STRUCTURAL FRAME 0_11 EACH REQUIRED ALCE55BLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A OCCUPANCY MINIMUM WIDTH PUBLIC WAY AND SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING BEARING WALLS SECTION 0101.2.10 GROUP R-I COMPONENTS. ANY FACILITY NOT Lf5TEV IN THIS TABLE 44 INCHES GiambertoneArchitects-com EXTERIOR O-hr LISTED SINGLE AND MULTIPLE STATION SMOKE ALARM501OMYINC7 WITH SECTION IOCK1.5 STAIRWAYS INTERIOR O-hr UL-211 SHALL BE INSTALLED IN GROUP R-I OCCUPANCIES AS REQUIRED IN IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS, WITH AN OCCUPANT LOAD LESS THAN 50 36 INCHES SECTION 1107210.1. A STAIRWAY BETWEEN STORIES SHALL COMPLY WITH SECTIONS IOOq3.1 NONBEARIN(5 KALL5 AND PARTITIONS SECTION c1O-%2.IO.I. SINGLE OR MULTIPLE STATION SMOKE ALARMS SHALL BE INTERIOR O-hr INSTALLED IN THE FOLLOKWzy LOCATIONS... THROUGH IOOq. ,_,. WITHIN A DWELLING UNIT 36 INCHES • I. IN SLEEPING AREAS SECTION 1004.52 STAIRWAYS SHALL HAVE A CLEAR WIDTH OF 48 FLOOR CONSTRUCTION AND 2. IN EVERY ROOM IN THE PATH OF THE MEANS OF EGRESS FROM THE INCHES MINIMUM BETWEEN HANDRAILS. EXCEPTION: 48 INCH WIDTH 15 NOT SECTION 1020.4 VEAD ENDS ASSOCIATED SECONDARY MEMBERS 0-hr SLEEPING AREA TO THE DOOR LEADING FROM THE 5LEEPIN6 UNIT. REQUIRED WHEN THE BUILDING 15 EQUIPPED WITH AN AUTOMATIC SPRINKLER NHERE MORE THAN ONE EXIT OR EXIT ACCEE-5 DOORWAY 15 REWIRED,THE 5. IN EACH STORY WITHIN THE SLEEPIN6 UNIT. SYSTEM. EXIT ACCESS SHALL BE ARRANGED SUCH 'nWF PEEAD-ENP CORRIDORS Do SECTION 10OL1.5.5 AREA OF REFUGE ROOF CON5TIRIZTION AND NOT EXCEED 20 FEET EXCEPT TRAT IN GROW R-1 WHERE TIE BUILDING 15 ASSOCIATED SECONDARY MEMBERS 0-hr SECTION c101.2.10.4. IN5TALATION NEAR BATHROOMS. AREAS OF REFUGE ARE NOT REQUIRED AT 5TAIRAAY5 IN BUILDINGS EQUIPPED THROUC-ROUT 1NI-R4 AN AUTOMATIC,591RINKLER SYSTEM,THE L�61114 SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 5 FEETHORIZONTALLY EQUIPPED THROUGHOUT WITH AN AUTOMATIC.SPRINKLER SYSTEM. OF THE DEAD-END CORRIDORS SHALL NOT EXCEED 50 FEET FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB TABLE bO2 OR 5HOR UNLE55 THAT WOULD PREVENT PLACEMENT OF A SMOKE ALARM SECTION 1010.1.1 SIZE OF DOORS YE SECTION 10232 INTERIOR EX!T 5TAIRNA-'�5 AND RAMPS CONSTRI)CTION, FIRE-RE-515TANCE RATIN65 FOR EXTERIOR WALLS BASED ON FIRE REQUIRED BY SECTION 901.2.10.1 OR 4101.2.10.2 THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL. BE SUFFICIENT ENCLOSURES FOR INTE]z_'IOR EXIT STAIRWAYS.0d0 RAMPS SHALL BE FOR THE OOCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR CONSTRUCTED AS FIRE BARRIERS IN ACCOSCAW-ZE KITH SECTION -70*7 OR The Enclave s SEPARATION DISTANCE FOR OCCUPANCY A-2 AND R-1 SECTION clO-1.42 MAMAL FIF-E ALARM BOXES OPENING OF 32 INCHES.TF15 SHALL BE MEASURED BETWEEN THE FACE OF HORIZONTAL AS5EME3LJE5 CON5TRXTM IN A6WIRDANCE WITH SECTIOX-111, CONSTRUCTION TYPES Ib and Vb LLOCATED NOT MORE THAN VFROM THE ENTRANCE TO EACH EXIT. THE DOOR AND THE STOP,WITH THE DOOR OPEN 10 DEGREES, THE MINIMUM OR BOTH. INTERIOR EXIT STAIRWAY AN12 RAYF ENCLOSURES SHALL HAVE A X<51 I-hr (AUTOMATIC SPRINKLER SYSTEM PROVIDED ELIMINATES ADDITIONAL CLEAR HEIGHT OF DOORS SHALL BE NOT LE55 THAN 50 INCHES. 51<X<101 I-hrFIRE-RE5!STANCE RAVN6 OF NOT LE55 THAN 2 F0VR5 WHERE CONNECTING LOCATIONS) EXCEPTIONS: FOjR STORIES OR MORE A.10 NOT LE55 THAN HOUR WHERE CIONNECTR% I0'<X<50' I-hr AT I-b AND O-hr AT V-b 2. HEIGHT TO BE 42-48" A.F.F. I. DOOR OPENN55AITRN A DWELLING UNIT OR SLEEPING, UNIT 544ALL LESS THAN FOUR STORJES_ X>301 O-hr 5. COLOR;RED HAVE A MINIMUM CLEAR OPENING OF 18 INCHES. 4. PROVIDE SIGN 2. IN DWELLING AND SLEEPIN6 UNITS THAT ARE NOT REQUIRED TO BE SECTION 10242 EXIT PASSAGEWAY NIE�74 AND CAFAC417'( SECTION 603 5. PROTECTIVE COVER ACCESSIBLE,TYPE A OR TYPE 5 UNITS,EXTERIOR POOR OPENINGS THE REQUIRE-P GAPAr-ITY OF EXIT PA55A&EKY 5 SHALL BE DETERMINE-D AS COM005TIBI E MATERIALS SHALL BE PERMITTED IN TYPE I CONSTRUCTION IN SECTION c10'75:23 GROUP R-1 OTHER THAN THE REQUIRED EXIT DOOR 5HALLHIAVE A MINIMUM CLEAR SPECIFIED IN SECTION '005.1 BUT THE MINIM MA WIDTH SHALL BE NOTI.1--_55 56655 Route 25 THE APPLICATIONS 5"EGIFIED IN SECTIONS(203.1.1 THROUGH 603.1.5 VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN OPENING :EIGHT OF 16 INCHE5. THAN 44 INCHES EXCE31171 THAT EXIT PAS5AG5#AY5 5ERVI HS AN OCCUPANT ACLORDANCE WITH THE FOLLOWING... 3. DOOR OPENINGS REWIRED TO BE AC-CE551BLE AiTHIN TYPE BUNIT5 LOAD OF LE55 THAN 50 54ALL Or NOT LE55 THAN 56 INOHE5 IN AIPTIJ, SECTION 104.2 COLUMN PROTECTION SECTION c1075,23.1 PUBLIC USE AND COMMON AREAS INTENDED FOR USER PA55A6E SHALL HAVE A MINIMUM CLEAR OPENING SECTION 1104.4 KPLT6TORY LNJLDINC75 A%0 FACILITIES. WHERE COLUMNS ARE REQUIRED TO HAVE PROTECTION TO ACHIEVE A VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN PUBLIC, OF 51,75 INCHES. AT LEAST ONE ACCESSIBLE ROUTE SHALL C0q%ErT EACH ALOF-551BLE Southold, New York FIRE-RE515TIVE RATING,THE ENTIRE WLM4 SHALL BE PROVIDED USE AREAS AND COMMON USE AREAS EXCEPT WHERE EMPLOYEE WORK STORY,N'EZZANINE5 A1-0 OCCUPIED ROOFS TAT HAVE AN AGGREGATE INDIVIDUAL ENCASEMENT PROTECTION BY PROTECTING, IT ON ALL 5IM5 FOR AREAS HAVE AUDIBLE f'A_ARM COVERAGE. SECTION 1010.1.2 DOOR 5AIN(5 AREA OF NOT MORE THAN 3000 S.F. AND ARE LOCATED ABOVE AND EELOYi THE FULL COL" HEIGHT INCLUDING CONECTION5 TO OTHER 5TRUCTLRAL, SECTION 0107523.2 GROUP R-I EGRESS DOORS SHALL BE OF THE PIVOTED OR SIDE-HINGED SNIN61W-7 TYPE. ACCESSIBLE: LEVELS. MEMBERS, EXTENDING THROUGH A CEILING. HABITABLE SPACES IN DWELLING LNIT5 AND SLEEPING UNITS IN GROUP R-I EXCEPTION: DOORS SERVING A BATHROOM WITHIN M INPIVIDUAL SLEEPING OCCUPANCY IN ACCORDA!-4E WITH TABLE 01015.232 UNIT IN GROUP R-I TABLE 110(?.1 ACCESSIBLE PARKIN5 SPACES SECTION 104.5 PROTECTION OF THE PRIMARY STRUCTURAL FRAME TABLE 90*1.52.5.2 SECTION 1010.1.2.1 DIRECTION OF 5NIN65. MEMBERS OF THE PRIMARY 5TRXTURAL FRAME OTHER THAN OTHER THAN PIVOT OR SIDE-HINGED 5NIN6ING, DOORS SHALL 5KN& IN THE DIRECTION OF TOTAL.SPACES PROVIDED REMISW MINI" ACCE5515LE 5FArE5 COLUMNS THAT ARE REQUIRED TO HAVE PROTECTION SHALL BE PROVIDED No OF SLEEP UNITS SLEEPING ACCOMMODATIONS WITH VISIBLE ALARMS EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN 16-003 INDIVIDUAL ENCASEMENT PROTECTION 5't'PROTECTING THEM ON ALL SIDES OCCUPANT LOAD OF 50 OR MORE. 76-100 4 5PACZ5 FOR THE FULL LENGTH, INCLUDING CONNECTIONS To OTHER STRUCTURAL 26-50 4 SECTION 1010.15 FLOOR ELEVATION MEMBERS. THERE SHALL BE A FLOOR LANDING AT EACH SIDE Of: THE DOOR. LANDINGS 5XTION IIOb2 rZ41ERE AT LEAST ONE PARKING SPACE 15 PROVIDED SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDIN65,101HICH ARE PERMITTED FOR PK3_LIN(5 UNIT OR SLEEPING UNIT,AT LEAST ONE ACCE55101 5 PARKIN65, SECTION'704.4 PROTECTION OF SECONDARY MEMBERS TABLE 1004.5 MAXIMUM FLOOR ARE ALL ALLOAANCE5 PER OCCUPANT TO HAVE A SLOPE NOT TO EXCEED 0.25 UNIT VERTICAL TO 12 UNITS SPACE SHALL BE PRj7v1VM FOR EACH AGUE 56LE AND TYPE A UNIT SECONDARY MEMBERS THAT ARE REQUIRED TO HAVE PROTECTION TO HORIZONTAL. ACHIEVE A FIRE-RE515TANCE RATING SHALL BE PROTECTED BY INDIVIDUAL FUNCTION OF SPACE OCCUPANT LOAD FACTOR EXCEPTION: EXTERIOR DECKS, PATIOS, OR BALCONIES THAT ARE PART OF SECTION 110-7.2 VAELLING UTT5 AND SLEET�%& UNITS UNITS REQUIRED TO BE TYPE UNITS ARE PER!4TTED TO BE DEBI&NED AO 01-10-2024 Issued for..B.uilding Rermit, ENCASEMENT PROTECTION. ACCESSORY STORAGE AREAS, MECH ROOM 500 gross TYPE 5 PkNEUIN6 UNITS,HAVE IMPERVIOUS SURFACES AND THAT ARE NOT CON5TIRIXTED AS AC/OESSIBLE LN75. UNITS REQUIRED TO BE TYPE B UNITS - - SECTION'705b OPENINGS MORE THAN 4[NC+E5 BELOW THE FIN15HEP FLOOR LEVEL OF THE ADJACENT ARE PERMITTED TO ENE DESIGNED AND C-ON5T5ZICTEP AS ALCES51ELF]:]NITS 10' TO LE55 THAN 15' : UNPROTECTED,NON51"RINKLERED 15%UNPRDTECTED INTERIOR SPACE OF THE DWELLING UNIT. OR AS TYPE A UNITS- 45% PROTECTED A55EMMY WITHOUT FIXED SEATS SECTION 1010.1.6 LANDINGS AT DOORS SECTION"101 FIRE BARRIERS CONCENTRATED (CHAIRS ONLY) 1 not LANDINGS SHALL HAVE A WIDTH NOT LE55 THAN THE WIDTH OF THE TABLE 1101.6.1.1 ACCE551BLE VWB LING UNITS AND SLEEPING UNITS 5ECTION '70'T.5.1 THE FIRE-RESISTANCE RATING OF THE FIRE BARRIER STANDING, SPACE 5 not STAIRWAY OR THE POOR,NiICHEVER 15 GREATER. DOORS IN THE FULLY TOTAL NJ)MBER MIN NO. OF MIN W. OF TOTAL NO.OF SEPERATIN6 BUILDING AREAS FROM A SHAFT SHALL COMPLY WITH SECTION UNCONCENTRATED (TABLES AND CHAIRS) 15 net OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION Y MORE THAN "T OF UNITS ACIGE550LE ACZE551BLE REQUIRED 7(5.4 INCHES. WHERE A LANDING SERVES AN OCCUPANT LOAD OF 50 OR MORE, PROVIDED YVO ROLL-IN SWIRS YV ROI-L-IN SHKIRS AC-CE551BLE UNITS ....... ....... SECTION 101-9.2 THE FIRE RESISTANCE RATING OF THE FIRE BARRIER BUSINESS AREAS 150 gross DOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING, TO LE55 THAN 5EPERATIN6 BUILDING AREAS FROM AN INTERIOR EXIT STAIRWAY OR RAMP ONE-HALF ITS REQUIRED WIDTH. LANDINGS SHALL HAVE A LENGTH MEASURED 26 TO 50 2 0 2 SHALL COMPLY WITH SECTION 1023.1 EXERCISE ROOMS 50 gross IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 INCHES. ......... .... .... SECTION-701.5.5 THE FIRE RESISTANCE RATING OF THE FIRE BARRIER SECTION 1010.1.8 DOOR ARRANGEMENT SECTION 11041.1 AOCES515LE 13UILDINS FEA71JRE-5 AND FACILITIES_54ALL . SEFERATINS BUILDING AREAS FROM AN EXIT ACCESS STAIRWAY OR RAMP KITCHENS,COMMERCIAL 200 gross SPACE BETWEEN TWO DOORS IN A SERIES SHALL BE 48 INCHES MINIMUM PLUS BE PROVIDED IN ACCORDANCE WITH SECTIO,�6 110ct.2-110q.15 WITH EXCETTION: SHALL COMPLY WITH SECTION THE WIDTH OF A DOOR SNN6IN6 INTO THE SPACE. ACCESSIBLE UNITS,TYPE A UNITS AND TYPE 5 UNIT 5 SHALL COMPLY KTH SECTION 701.5.4 THE FIRE RESISTANCE RATING OF THE FIRE BARRIER LOOKER ROOMS 50 gross SECTION CHAPTER 10 OF 100 Aff-LI. . ............ . SEPERATING, BUILDING AREAS FROM AN EXIT PA55A6E g KAY5HALL COMPLY THE REQUIRED CA1011.1 STAIRS FIA017Y OF STAIRWAYS SHALL BE DETERMINED AS SECTION II092 EACk4 TOILET ROOM A10 BATHING ROOM SHALL BE WITH SECTION 10243. SWIMMING POOLS 50 gross SPECIFIED IN SECTION 1005.1,BUT THE MINIMUM WIDTH SHALL BE NOT LESS ACCESSIBLE. THIS 5F-rTION' 15 NOT APPLICAELE TO TOILET A�0 BATHIN5 SECTION-70-73.5 THE FIRE RE515TANCE RATING OF THE SEFERATION THAN 44 INCHES. ROOMS THAT SERVE VVELLIN6 UNITS OR SLEEPINS5 UNITS THAT ARE NOT ....... ........... BETWEEN BUILDING AREAS CONNECTED BY A HORIZONTAL EXIT SHALL REQUIRED To BE ACCZ551BLE BY SECTION 1191. COMPLY An SECTION 1026.1. SWIMMING POOL PECKS 15 gross EXCEPTIONS: 5TAIRAAY5 SERVING AN OCCUPANT LOAD OF LE55 THAN 50 SECTION 112.1.41 TWO STORY OPENINGS SHALL HAVE A KPTH OF NOT LESS THAN 36 INCHES. SECTION IIOq5_I NOT FEAER THAN TWO MINKINS FOUNTAINS SHALL BE A VERTICAL OPENING THAT 15 NOT USED AE ONE OF THE APPLICATIONS SECTION 1004.1 OUTDOOR AREA5 SECTION 1011.35TAIRKAY5 SHALL HAVE A HEADROOM CLEARANCE OF PROVIDED. ONE VRJIN<1W_., FOUNTAIN SHALL COMPLY WITH THIE REGUIRDoENTS . ...... NOT LE55 THAN 50 INCHES. FOR PEOPLE WHO USE A Y#41EMCPAIR AND OW DRINKING FOUNTAIN 5HALL L15TED IN THIS SECTION SHALL BE PERMITTED IF THE OPENING COMPLIES YARDS,PATIOS,OCCUPIED ROOFS,COURTS AND SIMILAR.OUTDOOR AREAS SECTION 10115.2 RISER HEIGHT AND TREAD DMDTH. COMPLY WITH THE REWIF-r-MENTS FORSTAWN6 PERSONS. WITH ALL OF THE FOLLONfN6, ITEMS: ACCESSIBLE TO AND USABLE BY THE BUILDING OCCUPANTS SHALL BE STAIR RISER HEIGHT SHALL BE -7 INCHES MAXIMUM AND 4 INCHES MINIMUM. SECTION 110d,.b "IERE PROIADED,SALNA5 AND STEAM ROOMS SFALL 1. DOES NOT CONNECT MORE THAN TWO STORIES. PROVIDED WITH MEANS OF EGRESS AS REQUIRED BY TH15 CRAPTER, THE RECTANGULAR TREAD DEPTHS SHALL BE 11 INCHES MINIMUM. BE ACCESSIBLE. . ..... . 2. DOES NOT PENETRATE A HORIZONTAL A55EMBLY THAT SEPARATES OCCUPANT LOAD OF 5"OUTDOOR AREAS SHALL BE ASSIGNED BY THE SECTION 101155 NOSING AND RISER PROFILE. SECTION 1110,410 EXIERC,15E MACHINES AND EQUIPMENT FIRE AREAS OR SMOKE BARRIERS THAT SEPARATE SMOKE BUILDING OFFICIAL IN ACCORDANCE Y41TH THE ANTICIPATED USE. INHERE NOSIN65 SHALL HAVE A CURVATURE OR BEVEL OF NOT LE55 THAN 1/16" BUT AT LEAST ONE OF EACH TYPE OF EXERCISE MACHINE AND EQUIPMENT 5L4kLL COMPARTMENT5. OUTDOOR AREAS ARE TO BE USED BY PERSONS IN ADDITION TO THE NOT MORE THAN q/16".RISERS SHALL BE SOLID AND VERTICAL OR SLOPED BE ON M ACCE551BLE ROUTE. 3. 15 NOT CONCEALED WITHIN THE CONSTRUCTION OF A WALL OR A OCCUPANTS OF THE BUILDIN6, AND THE PATH OF EGRESS TRAVEL FROM THE UNDER THE TREAD ABOVE FROM THE UNDERSIDE OF THE NOSING ABOVE AT SECTION 1110.410 E)EFZ6E MACHINES AV EQUIPMENT FLOOR/C,EILIN& ASSEMBLY. OUTDOOR AREAS PASSES THROUGH THE BUILDING,MEANS OF EGRESS AN ANGLE NOT MORE THAN 50 DEGREES FROM THE VERTICAL. AT LEAST ONE OF EAChi TYPE OF EXERCISE X46HINE AND EQUIPMENT 94ALL 4. 15 NOT OPEN TO A CORRIDOR ON NON-SPRINKLEIRED FLOORS. REQUIREMENTS FOR THE BUILDING,SHALL BE BASED ON THE SUM OF THE SECTION 101155.1 NOSING PROJECTION SIZE BE ON AN AWE551BLE ROLITE. . .......... 5. 15 SEPARATED FROM FLOOR OFENIN65 AND AIR TRANSFER OPENINGS OCCUPANT LOADS OF 7HE BUILDING PLUS THE OUTDOOR AREAS. THE LEADING EDGE (NOSIN6) OF TREADS SHALL PROJECT NOT MORE THAN SECTION 1110.4.14 SHIMMING FOOLS, KAPN6' FOOLS,HOT TLIE35 AND SERVING OTHER FLOORS BY CON5TRXTION CONFORMING TO FEGUIRED SHAFT ENCLOSURES. SECTION 1005 EC-RE55 YqlDr'N 1-114 INCHES BEYOND THE TREAD BELOW. SPAS 5R&I-L. BE ALCESSIBLE AID ON AN W-E55(BLE ROUTE_EX6EPTION; SECTION'705 FIRE PARTITIONS SECTION 1005.5.1 FOR MEANS OF EGRESS STAIRWAYS: MINIMUM 44" OR SECTION 1011.6 5TAIRKAY LANDIN65 SWIMMING POOLS,WADING POOLS,HOT 7VE35 At SPAS THAT ARE REOLWIED .. ....... SECTION 706.1 GENERAL. THE FOLLOWING WALL A55EMBLIE5 SHALL APPLY TOTAL OCCUPANT LOAD MULTIPLIED BY 0.5 PER OCCUPANT. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH TO BE ACCESSIBLE BY 5F-r-TION5111022 AND 1110,23 ARE NOT REQUIRED TO WITH THIS SECTION: SECTION 1005.3.2 FOR ALL OTHER EGRESS COMPONENTS MINIMUM 44" OR STAIR. EVERY LANDING5RALL HAVE A MINIMUM DEPTH,MEASURED PARALLEL PROVIDE ACCE5515LE MEANS OF ENTRY INTO THE WATER. I. SEPARATION WALLS AS REWIRED BY SECTION 420.2 FOR GROUP R MULTIPLIED 5r 0.2. TO THE DIRECTION OF TRAVEL,EQUAL TO THE WIDTH OF THE STAIRWAY OR SECTION 12Ln-2 MINII-IUM CEILINGHEI61475. OCCUPANCIES. SECTION 1005.1.1 DOORS 48 INCHES, WHICHEVER 15 LESS.DOORS OPENING ONTO A LANDINC, SHALL OCCUPIABLE SPACES,HABITABLE SPACES XV CORRIDORS SHALL HAVE A 3. CORRIDOR WALLS AS REQUIRED BY SECTION 1020.1 DOORS WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE NOT REDUCE THE LANDING TO I E-55 THAN ONE-HALF THE REQUIRED WIDTH. CEILING HEIGHT OF NOT LE55 THAN 7FEE 1 6 INCHE5 ABOVE FIN15HED FLOOR. . ..... 4. ENCL05ED ELEVATOR LOBBY SEPARATION AS REQUIRED BY SECTION THAN 1INCHES. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WHEN FULLY OPEN,THE DOOR SHALL NOT PROJECT MORE THAN 7INCHES INTO BATHROOMS, TOILET ROOMS, KITCHENS, STORAGE ROOMS 9OLL HAVE A 5006.2 WIDTH BY MORE THAN OW-HALF. A LANPIN6. CEILING HEIGHT OF NOT LESS THAN 1FEET.EXCEPTION;CORRIDORS SECTION 1005.1.2 OTHER PROJECTIONS. SECTION 1012.2 RAMPS-5LOFE CONTAINED WITHIN A V100-LIN6 UNIT OR 5LEEIVk& UNIT IN A GROUP R TABLE 805.12 INTERIOR WALL AND CEILING FIN15H MATERIALS TESTED HANDRAIL PROJECTIONS SHALL 13E IN ACCORDANCE WITH THE PROVISIONS RAMPS USED AS A MEANS OF EGRESS SHALL HAVE A RUNNING SLOPE NOT OCCUPANCY SHALL HAVE A CEILING HEIGHT Cr-NOT LE-55 THAN'I FEET. IN AC/cORDAZE MTH ASTM E54 OR UL-123 OF SECTION 1014.5. OTHER NON-STRUCTURAL PROJECTIONS SUCH AS TRIM STEEPER THAN ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL. SECTION 2cl ------ AND SIMILAR DECORATIVE FEATURES SHALL BE PERMITTED TO PROJECT 5ECT10N 10125 MINIMUM DIMENSIONS. TABLE 2cloll CLA55 A FLAME SPREAD INDEX 0-25,SMOKE DEVELOPED INDEX 0-450 INTO THE REQUIRED YqIVM NOT MORE THAN 1-1/2, INCHES ON EACH SIDE. THE MINIMUM WIDTH AND REQUIRED CAPACITY OF A MEANS OF EGRESS RAMP GROUP AATEfZ CLCeETS LAVATORIES DRINKING SERVICE CLASS 5 FLAME SPREAD INDEX 26-1%SMOKE DEVELOPED INDEX 0-450 SECTION 1006 NUMBER OF E)M OR EXIT ACZE-55 DOORWAYS SHALL BE NOT I FY55 THAN THAT REQUIRED FOR CORRIDORS BY SECTION MALE FEMALE MALE FEMALE FOUNTAINS SINK SECTION 1006.2.1 EORE55 BASED ON OCCUPANT LOAD AND COMMON PATH 1020.2 THE CLEAR AIDTH OF A RAMP BETYEEN HANDRAIL5, IF PROVIDED,OR D AFjC OF EGRESS TRAVEL DISTANCE. OTHER PERMISSIBLE PROJECTIONS SHALL BE 56 INVE5 MINIMUM. A-2 1/15 IM 1/200 1/200 1/500 1 T G 4 CLASS C, FLAME SPREAD INDEX-16-200;SMOKE DEVELOPED INDEX 0-450 TWO EXITS OR EXIT ACZE55 DOORMAY5 FROM ANY SPACE SHALL BE SECTION 1012.6 LANDINGS PROVIDED MERE THE DE WIDTH OCCUPANT LOAD OR THE COMMON PATH OF THE LANDING WIDTH SHALL BE NOT LE55 THAN THE OTH OF THE WIDEST R-1 1/5LEEPIWzr UNIT I/SLEEPN&UNIT - TABLE W5.15 EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1 RAMP RUN ADJOINING THE LANDING. THE LANDING LENGTH SHALL BE bO INTERIOR WANE AND CEILING FINISH REQUIREMENTS BY OCCUPANCY ". Uj C) -SPRINKLERED INCHES MINI 6. 02 177BANOL)ET HALL -1 A-2 OCCUPANCY PROPOSED HOTEL Ib CONSTRUCTION Issued for Buildin Permit R-I OCCUPANCY ............. ......... .... ....... 9 Ib CONSTRUCTION EXISTIO 5TRXTURE 2024 AVC-,i WITH PROPOSED ADDITIONS TFAF COPYRIGHT DILAVVM'GS SPECIFICATIONS, AND CYPHER DOCUMENTS A-2 OCCUPANCY PREPARED BY ANDRRW V.GIAMBT,.RTONr;,AND ASSOCIATES,ARCHITECTS,P.C. (AV(;A)FOR THIS PROJECT,ARE INSTRLMENTS OF AVGA. T]IESE DOCUMHN-,­' 5b CONSTRUC11ON ARE SERVIM FOR T HE ME SOURIN WMi RFSPECT TO T141S PROJECT.UNLY'SS OTHERWISE PROVIDED, AVGA SHALL BE DREMM TBE AUTITOR OF THE"T] DOCUMENn AND SHALL RE 3TAIN ALL COMMONLAW,STATUTORY AND afflu" R RVL M, `TS SHALL FSE D MCHTS THAT THESE DOCUNIEN NOT BE USED BY T; tV -N'R PRQIECI FOR ADDITIONS TO T1, i OV-'E , OR OTHERS, ON OTHER OF THIS PROJECr FOR OTHFR'�. PROJECI', OR FOR TILE COMPLETION RESTAURANT A OCCUPANCY Plotted: numday janu2i3,11,2024-2:24pm By: erncsto PROPOSED HOTEL lb CONSTRUCTION File: L.\AVGA Current jobs\Enclaves 16-M3\Wotking Drawings,\Al-1-Draf COTTAGES j R-1 OCCUPANCY ,CTION 56 CONSTRL Cam' =W Code Analysis 1 As Notc(-' j.p.. 4017EL Al 101 Code Analysis Site Plan SCALE: 1/8" = V-0" ..................... r.. �f�y. ` i f I E it 2 ANDREW Ve :I E � Iq.95" E.G. REQUIRED 36" E.G. PROVIDED { _r0NE GI"BETIV 1 Lj : , 1 - _ ,3 �_______ ' I 1 _ I X1' I i IMO.L,- ®ARCHITECTS 1 I • F E r _ - - _.—__�.._._... ... ......... FE. : Ll 1 I - Elm Street I ®� M.O.L. 4 ;. .' � -------- - - - - Huntington, NY 11743 63136 0050 Telephone: 7 - 1 - —_-- - - -- -- � I h Fax: 631.367.6636 s , ll I — Ii 1 - j; stsa-r:o -ec•• 1 ..__ \..•1 �.. _— _ , _ — -AT - _ _ _ /fifiifffYfHfflflf/fNNflf/flfff _ i i s ; 1 i � �� F.E. ,. -_ � - - !�_"�-. ._ .__..Y`J i I 157' - - ' _ ---------- ---- ------- - - - - _... --- i --- J EXIT El _ ______J______ _ _-- .-_ _ .I - -�-�- - - - - - - -- - �� 1 is c m __ - __________J GlambertoneArch tec . o _ ' T7 _ - o -- ® 6-��- _ r 1 , I wrf 77 -t, nor I F.E - � f 1 t t F, I' , I { 1 1 s' 'I - i� i_ ❑ The Enclaves I � I -----� I --, ------------ 4.... s �. EXIT -- ——————————— - : „ : L ' , , - ----------------� - L----------- _ ---- ------ i tt 1® i L 56655 Route 25 : , J, ------------------- i I _ I • Southold, New or it , 16-003 / J t � � + 01- 0-2024 Issued for Building Permit 't—�+ 02-07-2024 Issued for Bid U F.E. i I 03-22-2024 Revd. &Issued for Bldg. Permit i L - , la 04-t?4-2024 Revd. &Issued for Bldg.Permit 2 05-31-2024 Revd. &Issued for Bldg. Permit _.... -Wr._.__. ' I ..ASSDN�EL�/ AREA FOOL ... ._................. ; MAX I N W OGGUFAI�GY _ MAXNIUX OGGUFANGY NOT TO EXGEED ' I ,i Ftt _..,..._..__._.... ............._..,_ ,. ....,, ........,,,..... 1 i.i 1, MDL. 3 1 NOTE: 12"xIb" 51GNAGE ABOVE SHALL BE POSTED WITHIN INDOOR POOL 1 1 I . ... .................. A I � I� • I ; r, 26T1 - 7, ht t l: _. ,: L J' I= t R { 0 ARCy/ p T Gj1T 1 I f f t -�1 ! I _I 'I' i M.O.L. 2 4 - _ qTE OF N i , I. 1 _.� M_OL. 2 - _- ___ _ Issued for Build in Permit -- . ..... ...• . . w M.O.L. 2 = - W Code Plan Legend _ _:. u _ - © 2024 AVGA ;e .. i •-^ "IvV��' - - ]-HOUR FIRE RATED BARRIER `/ THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER I JOCKS,P.0 ® I ® EX1T y I T PREPARED BY ANDRP.W V.GLAMBERTO*:l:AND ASSOCIATES,AKCHITECTS,P.C. -- ,` I (AVGA)FORTHISPROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVM FOR T HE USE.SO,.EI Y WTr11 RESPECT TO THIS PROJECT.UNLESS M.O.L. 1 2-41OUR FIRE RATED BARRIER Lj 12 ® ® In In OTHEKWL� PROVIDED, AVGA SHALL BE DEEMED TFIE AUTHOR OF THESE - : DOCUME M AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER EXIT SIGN RESERVFD RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE 3-HOUR FIRE RATED BARRIER OWNER, OR OTHERS, ON [YTHER PRoJP.Crs FOR ADDITIONS TO THIS / '•"� � PROJECT, OR FOR TIIF., COMPLETION OF THIS PROJECT FOR (YTIIF.RS. ASSEMBLY OGGUPANGY A-2 1 Plotted: Thursday,May 30,2024-8:43am By: Ernesto RESTAURANT ACG MX EXIT File: L:\.4tiGA Current Jobs\Enclaves 16-003\Working Drawings 1-1- ra t. W ASSEMBLY OCCUPANCY R-1 MOTEL TRAVEL VISTANGE ♦- — SO' — � � AGG5UEEX1T Code Schematic 2O(J DOOR/STAIR EXIT OCCUPANCY GAPAGITY Code Schematic- Lower Floor AREA OFREf JGE Lower Level Plan 13 E.G.REQUIRED DOOR EXIT CAPACITY SCALE: 3/32" = 1'-0" 36 E.G.PROVIDED _,_..._...._,_._..,.__., ...__.__._._-__m.... ..._.^.._.................._,... ..._.. 3/321t=11-Off ffi FIRE EXTINGUISHER L .. ..., ..,__.,.__............................. _ .__....__. ....,...._._...... __ ........_...... 8b" STAIR REQUIRED 5TAIR WIDTH t e.f.s. 44 STAR PROVIDED =.�' • '.f. - )•p , l FIRE EXTINGUISHER - K RATED 1=�. i „.._.. __ - -..,__...................... ._.. i' 0 .: y'Y . s I I I ,, , :c' s. 1 I _ .; . _ . ' ,� . �' yl`r m A21- T i II : L . i I ; :i a I . - - _ - -- -- ----- ate_---- --....--- --- — .___. _-. 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't ' 'I� I .. --_ I 'r I c.._ :�` G -I� f 43.4 STAIR REQUIRED 1 q: :r !! 1! l. ,: ( 1 y - 6 E Street !+.� ,, , r , ,._ '-_.. 1, ._... �:.__� _-� - --1, I� --, 1 44 STAIR PROVIDED ; : _,--_ I: �,.. I: I , ! 1 ,: F I : r <, ., I 1 �G "1 T I' - __ - I _ ..._ __ - .—_ l �■ ® - - I ) - - - i _ �. - -� i I - I��IIIv_ r �l lwe� M I I - - - 1 j Ali' r - 1I` r ,l - 1 . I'I - , ,r I i i' r ,: , .I r r I I t i li � 4 't' : J e r ; k; I' , I r : r \ ____.-__- _-_ _ ___ - -- . - _, - , ! I r- 1 _� I Huntington, NY 11743 _ r � i I �I I .. , , - 1 i r -,.--- ,' 'i; "�I � I s.• -L��:. .,i.':'y _ I iC:�:�� _ _ -- - } ; L^- � _ , ; �... I I---- -- f 1 - --- I I t ,I, ' 6 i - 1 ---- ! - I 1t h , 1 I i 60 1 I F -- ,I - : , :� I 1 I '_ 1 !' I 1 n ! l. \ 1' a, I (, 9 -- - - - n: i I ,, _ i' -- - .. ., _ _ 11 I . - i - , 11 ... '.I' ,,. , , ,....0 I I c .c: c_.'- I I : 3 _,. + ;�• ,i - I'-:F•s y-9d.�.�-I I t.. , ., r- : 1 - t I 1 - 1 -_... I I -- y - - Fh .._... 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I I ♦ I ; J O 2- - - ® �, - - _-- m r "�" I 1 ,- I , I _- __ .- __- __ _ -____ �1 ■ _ GiambertoneArchitects.co - ■ 1 I 1 1 7 I 1 1 ) _i i , I Ii I "t2 E.G. PROVIDED T, 0 1 t ■ __ J� I I _ - _ i - t_L_ �19 I y 2.2 _ . .- N N I �/ t { - r I - -_ 1 1 n. _.- a _.-- --- - d - I t I I 1 ".\ A. - - I ` � ... .. '� ' :;; it h ..�.,,-.,am.�-� -1 2 -.. . _._ - ...__.._.._ ,1 - - - - - , � ,: I i 1_ i �: I �.�' I ,I __ 1 i I I\ I I I : I: I �. - - - _- I , i __ . 4q I -- I . : : 1 I _ - - — _ _ r , -i I M _.._ I I - - - i CZ7 K. ', ' -_.-- - -,;: i ! fi Ii; 'i. - -- .; Ii; :1. I'- __/ ---^--- -- , 30 I ;i - --I;' �� w I, - 1 i - r` •-� i 0 1 _ - _. , 1 _ I _ I - 1 I - , F '� �. : - '• a :-.- . �_ _ I __ _ _ _ �__ - _-._, t-. ._.. _.. 1 -- - . . .- - - - - . ._ .,. - __--_ - __ _ __ t _ : _ r.I t. _.__ ..___...i. ____ _ .1'_-=- .: -'" --" _�________ _ ____ice ._ - -___ -_._._ _ _ _ _:_ _. -+.� - .. _.. 3_. .. _ - I , X I 1 i -I ! ' 1; i` I _ - - -- - - - - ---- - -- _- . 1 j 81f 8■ I. R I ;. 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THESE DOCUMEt� -- - - - �^ 4 i ' - -- ARESI3f,?CFSPORTI{EUSESOLELY R'1TIi RESPECT TO THIS PROJECT. UNI I;_ -: - __ 2-HOUR FIRE RATED BARRIE ® ® ®R , ?""""., i I I OTHER11tiE PROVIDED, AVGA SIiAI1.HP.DEEMP.D TIIG AUTHOR OF THI,.'- ,.:-,, I ' -:.-14"EL.REQUIRED - DMMIN-M AND SHALL RLTAIN ALL COMMONLAW,STATUTORY ANDOTH; - - , <-;,-�; ,_ I. 66 EL. PROVIDED �.,„�„ EXIT 516h1 RrSF]IYE�R3GtiTS THAT THESE DOCUMENTS SHALL NOT HE USED BY Tt' `���y" ' • ' 3-H011R FIRE RATED BARR{ " OWNFA,OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO T.'•,i> 1 __ _ _... __ a / -1 PROTECT, OR FOR TIiF. COMPLETION OF THIS PROJECT FOR OTIiP3:, , k - -- — - -- ' . ...,__ -,.,-_._....., ...._,..-.___I...._........._. . ,....,11- .-. _ -- - __ _ __ ANGY A-2 AGGE551$LE EXIT u am Ernesto A55EN®LY OGGUP Plort Th r5day May 30 2024 8 44 Bv: Pr to , i RESTAURANT File. 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THESF DOCUMENTS :SR€SERVICES FORT 14F.USE SOLELY WITH RESPECT TO THIS PROJECT.UNI,ESS I _ _- 2-HOUR FIRE RATED BARRIER In rl IM M � I (Y-gFRWISE PROVIDED, AVGA SHALL BE DEE:.WM THE AUTHOR OF THESE ___.__ _ _-_ _ _.. i LflCCSfT:NTS ANll SHALL RETAIN ALLCOMMONLAW,STATUTORY ARID OTHER ____ _-- -'- __-- EXIT 516hf M RVED RIGHTS THAT THESE DOCUMENTS SILUI, NOT BE USED BY THE i 3-F101h2 FIRE RATED BARRIER t OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS / -1 I TJJECT, OR FOR TIiF. CO ttPLETION OF THIS PROJECT FOR OTHF•RS. _- .,.,... ASSEMBLY OCCUPANCY A-2 AGGE551BLE EXIT Prrted- Thursday,May 30,2024-8:46am By: Ernesto �......._............ J B S RESTAURANT / r 1� L AVGA Current obs\Enclaves 16-003\Workin Drawtn s\A1-1-draftdw ASSEMBLY OGGUPANGY R-1 __- l HOTEL TRAVEL DISTANCE 0-- — rjQ' — 7 _. __.. -__-..., . I. ...- , ,F °?..' . AGGE551BLE EXIT bode Schematic 20Cj DOOR/STAIR EXIT OGCdJPANGY CAPACITY Code Schematic- Second Floor Second Floor Plan :� ­_­Iz 13"EL.REQUIRED DOOR EXiT CAPACITY p`�OF REFUGE i � ISCALE: 3/32" = V-0" 36"EL. PROVIDED �,% �5 3/32"=1'-0" ML FIRE EX'TT`ZGu&eR -.__—.._..-_......_...."'..'-'"L .,..,_,____.__. 8b"STAIR REQUIRED 44"STAIR PROVIDED STAIR WIDTFf FF• ,• f i, ; , e.£S.j.p.t ffi FIRE EXNGUISHER-K RATED ;______._.___.,....__,_.... _.._..__.____.__... -1"..--.-.. .... - ..._. F.E. , I I � Al 04 i I .. a if�" ,A ___---FILL FRAMING WITH 71 ACOUSTICAL PARTITION BATT INSULATION t HR. GYPSUM BD. CLEAR OF " . —ACOUSTICAL BAIT INSULATION PIPE (KEEP -ACOUSTICAL PARTITION ENCLOSURE OR 1/16" STRUCTURE) Tfim_- LEAD ` NETRATON ACOUSTICAL BATT ---FOAM BACKER ROD 2 CLEARANCE PIPE ISOLATOR AT PE -r 6" TO 12" INSULATION k,,���GY; . BD. Y —ACOUSTICAL SEALANT TYPICAL BOTH SIDE PIPE f, „ ESCUTCHEON TYP 1 STRUCTURE - 6 TO 12 _ 1�'4' GAP FILLED W�'ACOUSTIC SEALANT '� ° TYPICAL lf -. .. BOTH SIDES ELI . `. BK OF BOX COVERED WITH _ <� AGtIUSTICAL SEALING PAD µ,. NDRE � �o PIPE SLEEVE PIPE SUPPORT + '..• , GIAMBERTONE --PIPE OR CONDUIT FOR i DIA. PIPE OR N ``=- PIPE SUPPORT SMALLER, USE ACOUSTO- CONTINUOUS ACOUS TIC --PIPE ESCUTCHEON TYP. LATOR OR ACOUSTC- 77, `; BATT INSULATION ASSOCIATES PIPE/CONDUIT CLAMP HIGH EAR FOR w; 1" SAFING BATT 1-1/4"" DIA. PIPE OR 2" MIN. CLEARANCE FROM CONTINUOUS 1/4" GAP FILL INSULATION LARGER, USE TRISOLATOR W/ ACOUSTIC SEALANT, TYP, GYP. BD. ADJUST THICKNESS * ARCHITECTS S GYPSUM BOARD �OF PARTITION TO ACCOMODATE WHERE OCCURS LARGEST PLUMBING PIPE. GYPSUM BOARD 62 Elm Street TYPICAL LARGE PIPEA"JONDUIT TYPICAL SMALL PIPE/CONDUIT Huntington, NY 11743 PENETRATION THRU ACOUSTICAL PARTITION PLUMBING PIPES PENETRATION SUPPLY/PIPES PENETRATION THRU ACOUSTICAL PARTITION -9 ELECTRICAL BOX 17 (3' IN DIAMETER OR GREATER) 1 1/2' = 1'-0' 13 3' = 1'-(r 10 o PLUMBING WALLS 3' = T-0' (3' IN DIAMETER OR LESS) 1 1/2' = T-0' t SECTION 1 1/2' = 1'-0' 'Telephone: 631.367.0050 LG-PPE2.DWG PLUMB-P12.DWG SPPLUM81.DWG _PIPE Lc„IBox.Dr. Fax: 631.367.6636 2 LAYERS GYP. BD., BOTH SIDES DUCT LINER BOARD GlambertOneArChlteCts.COri1 _ GYP. BD. CONT. @ RECESS STUD @ RECESS 2 1/2" COAT W/ SOUNDCOAT ;Q INSUL-5 ALL AROUND OPENING HOLD CHUTE BACK CAULK W °. ..:...._...., .__.._._.. / ACOUSTICAL SEALANT 2" CLEARANCE ,d USE CLOSER CHUTE DOOR PIPE GYP. BD. 0 METAL N BACKER ROD STRUCTURE STUD cn d 1/4" GAP FILLED c� = W ACOUSTIC SEALANT The Enclaves z CAULK AIRTIGHT WITH W/ wnL 1 " � � ACCOUSTICAL SEALANT ZD O w BACK OF BOX COVERED W �' RECESS WALL HEATER - SEE ...*. . . ACOUSTICAL SEALING PAD L`' ELEC EQUIP SCHEDULE SUPPORT W/ MASON =,, 566�5 Route 25 MOUNT MODEL RCA "\ ,� DO NOT ALLOW 1/4" MIN. STATIC PIPE SLEEVE : RUNNER @ TOP & BOTTOM OF CHUTE TO CONTACTDEFLECTION " STRUCTURE FOR 1 DIA. PIPE OR Southold, New York RECESS SMALLER, USE ACOUSTO- CONTINUOUS ACOUSTIC 1/2" NEOPRENE PAD LATOR OR ACOUSTO- BAIT INSULATION ESCUTCHEON CLAMP HIGH EAR FOR 1-1/4"" DIA. PIPE OR LARGER, USE TRISOLATOR NOTE: GYP. BOARD CONSTRUCT TO COMPLY WITH GYPSUM BOARD 16-003 1::--WHERE OCCURS ULV448 SPRINKLER HEAD _......... ... ....._ _. ..._ RECESS IN RATE[) WALL TRASH CHUTE ISOLATION SPRINKLER PIPE PENETRATION PLUMBING PIPES PENETRATION J-BOX 0110-2024 Issued for Building Permit 18 1 1/2' = T-0' 14 SECTION 3/4' = 1'-0' SEMI-RECESSED CEILING FULL SCALE 8 3' = r-0' 2 SECTION 1 1/2' = 1'-0' D1-11 TRAS-CHU2 SP-PIPEI.DWG PLUMB-1'1m DW-JBOXDPC VaBRATION ISOLATOR, AS _ . ._..-,.._ ....^._._,._ .._. NOTE : IF PIPE IS SUSPENDED FROM OR DIRECTLY ATTACHED TO STRUCTURE REQUIRED . . ........ .. OR OTHER BUILDING ELEMENTS, USE 1/2" THICK, 40 DUROMETER ACOUSTICAL PARTITION NEOPRENE AS SLEEVE BETWEEN PIPE AND PIPE COLLAR. _ 6' TO 12' ACOUSTICAL BATT INSULATION TYPICAL FOAM BACKER ROD 'I CAULK AIRTIGHT. USE BOTH ACOUSTICAL SEALANT FIRE-RATED RESILIENT FILLER 1 AS REQUIRED FOR FIRE RATING DUCT HANGER STEEL PLATE (OPTIONAL) = \'` 4"I 3/ NEOPRENEPAD 40 DUROMETER I I? I .. .. ....... .... ...._ DUCT LINER DUCT SUPPORT :_........ . .. . . _. __... .............. ...... .,... 1 SAFING BATT INSULATION DUCT AS REQUIRED FOR FIRE RATING 1 SAFING BATT 1/4" MINIMUM INSULATION FLOOR CONSTRUCTION ��SGeN ED TYPICAL DUCT PIPE ISOLATION PENETRATION THRU ACOUSTICAL PARTITION o a 7 3' _ �-0' 3SECTION 1 1/2' = 1'-0' PIPE-Is1 DWG DUCE-PEN.M * 0�080A, _r----ACOUSTICAL PARTITION ..__.._.-.. . ..__._ .._.., ." _..... ..,...."....__._... .. ...,.._w... .. _......., ,._.,..._.. —ACOUSTICAL BATT INSULATION Issued for Building Permit .......... 6" TO 12" FOAM BACKER ROD _ _ ' _ �; `_ ` 0 2024 AVGA CORRIDOR PARTITION AS SCHEDULED ACOUSTICAL SEALANT _... _. .. _. TYPICAL BOTH SIDE THE COPYRIGII'P DRAWWGS,SPECIFICAMON' S, AND O1 HER DOCUMt:NTS PPEPARP,D BY ANDREW V.GIAMBERTON F,AND ASSOCIATES,ARCHITECTS,P.C. (MIGA)FORTI IIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCI HEMS 1" ARE SERVICES FORTHE USE SOT.EI.Y WITH RESPF,CTTO THIS PROJECT.UNLESS CKMERWISF PROVIDED, AVGA SfIAI.L BE DEEMED TIM AUTHOR OF THESE Dt?f:I;MENTS AND SHALL P.TTAIN ALLC049MONLAC',ST,1T(:TORY ANDO'i'HER RESERVED RIGHTS TiIAT T3iISE DOCU\9I:NTS SFEAIJ. NOT AE USEll AY THE OWNOI�S�TR, OR OTHERS ON OTTIF'R PROJECI"S FOR ADDITIONS TO TI11S ER, OR FOR TIER COMPIFTION Of THIS PROJECT FOR OTHERS. Plotted: Thursday,January 11,2024-2:29pm By: ernesto File: L:\AVGACurrent;o'os\RnclaveslG-003\Working Drawings\Al-l-Draftc ..................__._... _.... ._........................... 5/8" GYP. BD. CONT. ACOUSTIC SEAL&fr r ...r PIPE SUPPORT I Standard Details PIPE OR CONDUIT DEMISING WALL, SEE DETAIL PIPE ESCUTCHEON TYP. P1\A9.2.0 & FOR DEMISING WALL CONSTRUCTION 1 " SAFING BATT INSULATION 1/16"=1'-Olt - NOTE: :__.w,_.._ ... _..__^.,__..._...._..__....__..._.._...^_._-..._. . . , ...._.__^... j.p.t THIS CONDITION IS REQUIRED FOR ACOUSTICS. TYPICAL LARGE PIPE/CONDUIT PENETRATION THRU ACOUSTICAL PARTITION A DEMISING WALL CORRIDOR A16 8 (3' IN DIAMETER OR GREATER) 1 1/2' = r-0' 4� PLAN 1-1/2' = 114r • LG-PPEM DEY-COR UM t _ 6OLF SIMULATOR T A OCCLP WVI l A6YM MANIGAL ■���� I pfb S.F. BOWLING 5O5f/0ccup.=20.32 OCCUR 300sf/occup.=0.14 OOCAP qql S.F. 1551`/ocarp. +10='16 Oc4w. ,. i HOTEL SQUARE FOOTA6E GALGULATION5 t OINER LEVEL " MECHANICAL 25 4 7 Sa. FT. q2'!IN � r300 sf/occu .=3.Oq OG ' 1 P, /,7 : LOWER LEVEL TOTAL , w.--. 25 347 50. FT. fl 11 _ .. _ , f 1 y _ - ,K,. - - Krn5*1EN AL a - t�GHANIG . II ` q0 S.F./ `� � QI C � 3,I IR 5 P./ : _ _ s €:, 1 500 sf/occup=0.3 OGCUP. AND REW • FIRST FLOOR , ., ..,,_ Gup. LOo:�/oc 155q oGcrrf? BUILDING 2cf,255 50. FT. OPEN BALCONIES TERRACES 1,12c1 Sa. FT. 13 Erv OOL-W/O POOLS INDOOR POOL SPA,5ALON,ME55A6E I�' vIB ERTON E GOTTA6E5 4 @ 625 5F A. 2,500 5Q. FT. =62.74 OC,GIJP. 50sf/occ / -n.eb OC4P. 50 occup. �, 30C f/ocarp.=4.06 OGGUP_ €, up.= 1 LOCKER ROOM - & ASSOCIATES F I R5T FLOOR TOTAL 32,b54 50. FT. 128 S.F. 5Osf/ocarp.=256 + 4 6 (1/5TAL1.,)=556 OCCI.P. LOCKER ROOM MEG NIGAL J ®ARCHITECTS 125 5F. 50sf/occup.=2.5b + 30t�f/occup.=2.26 O<.r.IJP_ SECOND FLOOR 6 (1/5TALL)=856 000W. WINE RM. Ti5 5.F./ BUILDING 21,232 5Q. FT. 15 sf/occup.=51.66 OCCUP. ' 62 Elm Street OPEN BALGONIE5 4 TERRAGE5 4,213 50. FT. Huntington, NY 11743 u i 3 5EGOND FLOOR TOTAL 25,525 50. FT. ° Telephone: 631.367.0050 'Soy '°"up•=1.48°GGUP- Fax: 631.367.6636 } STORAGE/MECH. LUE6A6E 5TORA&E 'f 14 S.F./ 300sf/occup.=2.38 O=r. 334 5 F / 300-Sf/oca/p.=I.I I OGGUP. GiamhertoneArchitects.com Lower Floor - Occupancy Loads LINEN 5TORA6E SCALE : 1/32" = 1'-0" 300sf/occup.=O.4"f OGCUP. Lower Floor - Square Footage Fhagram OCCUPPANCY TOTAL = 308 3LAUNDRY (y 30Osf/occup:1.26 OGGUP. SCALE : 1/32" = 1'-0" OCCUPANCY / STAIR KDTH CALCULATIONS: LOCKER ROOM �e Enclaves 102 S.F./ ASSEMBLY 2,166 S.F./ RESIDH'ti'IAL 50sf/occup=2.04+ 15gf/occu -144.4 OGGIP. OGGUPANGY TOTALS (FOR 5TAIR5): �OOsf%p.=1a24 occur. 4(I/5TA1-Q=6.O4 occup. p•- t� LOWER LEVEL - 521 OGGUPANTS _ - ...YW,YWYOY. 5EGOND FLOOR - 335 OGGUPANTS -�-� - ' 56655 Route 25 12016 S.F. 361 S.F. 361 S.F. 361 S.F. 3bl S.F. 361 S.F. 3bl S.F. 361 S.F.� 361 S.F. 3bl S.F. 3G3 S.F; ] L� OGGUP ANGY TOTAL OTHER � t = I , ._, % . _,. ,,. _, v .� r ,� _,,_ _ . � I -� Southold New York , I w ,. ..a, , FIRS, FLOOR 452 OCCUPANTS �,.��.,.,, ...,_ _„ .,,� _ ~,,. _., • .,r.,= m. - , , F 2 ..». . <. <,> ..... ,.,., ,,.. y.. . ....... ... „`q f Fes. ,.. .y.... .,.... ,.. .«.. i ..,-. ....r. ....,. ..,. , , 2 } I - 5TAIR WIDTH. .: �- �--" , W < • t , 1 THREE I T STA w,. M . � EX 5 R5 PROVIDED , � ;_ __. 8q 5. 5.F 38q 5. 38q 5 8q S. 8q 5. 5.F 8q 5.F Sq S.F - � 16 0 0 3 u � � 5TAIR WIDTH PROVIDED 44 ( ER CODE 5EGTION 1011 ) , .y . 2 5occup=b27 000JP__ 20iC?sf P PER GODS SECTION 1005.3.1 ; `• LOAD) X 02"/OGGUP - 67" (5'-7") - - -�.. = 335 OCCUPANTS (LARGEST L D . - 1,12q 5.F. a RESIDBITIAL I M r ,' . _ _ ding Permit w. - - f LOOKER ROOM or ' •. � / 62 S.F./ } 2 2024Issued f Buil • 3 15F. � 03 r PER CODE SECTION 1005.5 5osf/occup.=124+ r _ Y - ;/` 05-31-2Q24 IZev'd. &Issued for Bldg. Permit • - . ,� _...... 200sf/occup.=1'fSI OGGl1P. _ ` ,. _ 67" X 50%= 33 " iQU I RED - 44" PROVIDED , 1 1 1 , ! I ' : t J , 3 15sf,/accup. 240 OGGU!' j,v-r• 2 , 1 , f 1 , 1 I 1 1 . i • . 1 , 1 r , f r i BUSINESS AREA , = i I : F 5.F. w. I I,737 �...-""�� 150sf/occup.=1158 OGC,UP. _ , I 1 ,p M i CODE REF'. #1 1 �t : I _ , b 1011.2'V�idth and capacity. ' IT 1 „1 • • • _w..,__w.....__._... _....._- . 1 " - ,. The.required capacity of stairway shall be determined as specified in Section 1005.1, but the i nimuln«7dth slla[1 be not less than 44 inches(1118 mm). See Section 1009.3 for accessible 111ea17s of egress!tair ivai°s. �. First Floor - Occupancy Loads ' Exceptions: First Floor - Square Footage Diagram SCALE : 1/32" = 1'-0" 1. Staii-mais serving an Frx.-ctipant load of less than 50 shall have a widthof not less than 36 inches(914 nlm). SCALE: 1/32" = 1' 0" p stairways as O CCUPPAN CY TOTAL = 452 [...wµ . ,w1.Mf...a_ .... h:..:.....[.. .. ....... _..... 2. Spiral stair wa s as provided for in Section 1011.10. 3. Where an incline platform lift or stairway chairlift is installed on stairways serving occupancies in Group R-3,or within divelling units in occupancies in Group R-2,a clear passage width not less than 20 inches (508 mm) shall. 5A48 5F. RE51D9tTiAL be provided, Where the seat and platform can be folded when not in use, the distance shall be measured from the 2000/Gaup.=1q.24 OCGUP• folded position. rf • - -- - - ---- --- - - - .. - - -- t---7 -- ---- - -- - ------ ....................... 1005.3.1 Stairways. 361 5.F. 361 5.F. 361 5F. 361 5.F. 361 S.F. 361 Sr. 361 S.F. 3bl 5F. 303 5.F The capacity, in inches, of means of egress stairl'vays shall be calculated by multiplying the occupant load served by such ARc'y� r e than one �F per occupant. Where.rtctzr is a s service more n �pEN starrtical.r by a means of egress capacity factor of 0.3 inch(7.6 mm)p p ? �, ' _-- � � _ �`:`� ' : : f ! •. story,onlythe occupant load of each storyconsidered individually shall be used in calculating the required capacity of the 18g26 5.F. I` stairwatis serving that story. , fl _ g , 0 r.. a -.. , iI - m Kr'r�N •} 1 I� l.i.. ul zl Ibt 5_- / 02080A f- f} t r _ 1 z I 1. For other tllail Grow H and 1 2 occupancies,the capacity, in inches,of nrerrtrs of egress.rtainvurs shall be Q- 2005f�occup.=o.8 oeu>° --- -� ymultiplying l Y Y • ,� p '�'calculated b the occupant Ivan sensed b such stairl'vaa�s b a means of egress capacity factor of 0.2 S.F. 5 F 8q 5 aq s F 8q S.F. S.F. 5 F 8q S.F. " •" -- / IV inch(5.1 mnl) per occupant in building,-, equipped throughout with an automatic sprinkler system installed in � 3 38q F. 3 3 F. 3 3 F. 38q 3 3 € accordance with Section 903.3.1.1 or 903.3.1.2 and an c rite erzc ,voice/alarm communications stem in rg 1 Y / 12026 OGGUP __ accordance with Section 907.5.2.2. r 2. Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1029.6.2 Issued 1 occptp. Idg2 5•F.-� , indicated for stepped aisles for exit access or exit stair tiva>s tivliere the entire patch for rrrerrrrr of egress from the ssue or Building Permit seating to the exit discharge is provided with a smoke control system complying with Section 909. 3501 sF./ ': t f ; , - f-f, b © 2024 AVGA ` 3. Facilities with open-air assembly seating shall be permitted to the capacity factors in Section 1029.6.3 indicated 2oosf/«,�up•=rt.51 OCCI) for stepped aisles for exit access or e dt stan-ways where the entire patch for means of egress from the seating to _........-.. ._....__ 3,101 S.F. pp ". ' '1HE COPFAIC(TF DRAWINGS,SPECiPICKITONS, AND OTHER DOCUMEN'i5 the exit dischaige is open to the outdoors. ` PREPARED BY A`.'DREW V.GIAMBF.RTONE AND ASSOCIATES,ARCHITECTS,P.C. R�TO GORE REF.� , (AVGA)FORIIIIS PYOJECT,ARE INSTRUMENTS OF AVGA. THESF, DOCUMENTS ARE SERVICES FORT HE USE SOLELY WITH RFSPFCr TO THIS PROJECT. UNi.ESS 1005.5 Distribution of CIlinirittit[i width and required capacity. -�� DOCUCrfflF WjSrEN"F PROPFDP,D, AVGA SHALL O MONLAD TI]E AUTHOR OF THESE A�tBLY '„ D(X'-l'MEN'iS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER • RESERVED AIGHIS THAT THESE DOC[IMENTS SHALL NOT BE USED BY THE 15�$/DGG I�2.6 °GC OWN'GR, Off[ OTrIERS , ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR MR ntE COMPLETION OF THIS P T FOR OTHERS. � ROJE( Where more than one exit, or access to more than one exit,is required, the means ofegress shall be configured such that the ®� ___�_,..~..___......_.........._.- ..........,..._........_... ' loss of any one exit, or access to one exit, shall not reduce the available capacity or width to less than 50 percent of the Ernest re ulrtrtl opacity or width, Plotted: •r�ursdx Mac 30 2024 4.41pm By: Pm to q P Y File: i.:\AVGACranent obi\Enclavesl6-003\WorkingDrawmgs\Al-7-SFDia�r., CODE REF. #2 1004.7 Outdoor areas. OFFICE - i., I Sq. Ft• Dla rams Yards, patios,occupied roofs,courts and similar outdoor areas accessible to and usable by the building occupants sliall be 15Osf/occup. z.63 00ar. provided with means o•f egress•as required by this chapter. The occupant load of such outdoor areas shall be assigned by the h�ANiGAL 604 S.F./ € addition o the ill d t - � building o icial in accordance with the anticipated use. Where outdoor areas are to be used by persons 300sf/occ .-2.03 outlP. g .� P � � Occu • Calculations occupants of the building, and the path of egress travel from the outdoor areas passes through the building,means of egress requirements for the building Shall be based on the suns of the occupant loads of the building plus the outdoor areas. 2,304 S.F. As Noted Exceptions: ' ' ; ` els. 1. Outdoor areas used exclusively for service of the building need only have one means of egress. 2. Both outdoor areas associated with Group R-3 and individual dwelling units of Group R-2. ' Second Floor - Occupancy Loads Second Floor - Square Footage ]Diagram SCALE : 1/32" = 1'-0" A1 ,07 SCALE : 1/32" = 1'-0" OCCUPPANCY TOTAL = 335 OTHER FIXTURES NOT ALLOWED WITHIN THI5 AREA 4 '.Y wb,Yw2i.w$v�c ,3e: cU'�L4JY: r �' A!aroMNMM�I.. ;Y .,. «;as x-r .,....e -+ram,me...,.:, yrt•. -+, ...._,�....--, ,..p ,k ,� .ate.was ram' .s+w91" °. arc r +.mac s.a.� .AA 5" I' 3" MIN. v Q` E . s SEAT HE16HT E I6" _ 18" ANDREW Vo A i 7 . . . . . . . . . < aw_ GIAMBE11" ONE 1 Drinking Fountain Clear Floor Space _ 2 rinkin Fountain Height 3 Drinkin Fountain Spout Location A1 .8 SCALE: N.T.S. A1 .8 SCALE:N.T.S. AlO�SE:N.T.S. ASSOCIATESPer 2017 ICC A117.1 SEfCTION 602,2.1 Per 2017 ICC A117.1Per 2017 ICC A117.1 SECTION 602.2.4 5 SECTION 602.2.3 60 MIN. Water Closet Hei ght 6 WI-ater Closet Location �I A1.8 scALE : N.T.s. Per 2017 ICC A117.1 A1 .8 sc�.�LE:XT . Per 2017 ICC A117.1 ARCHITECTS 4 Water Closet Clear Flo or Space SECTION 604.4 SECTION 604.2 54" MIN. =k : . .. ;' 1 .8 SCAT E . T.S. Per Z017 ICAl7 1 Elm q. A C A 62 Street 604.3 Huntington,12" 42" MIN. SECTION NY 11743 MAX, 13 1i2" MIN. Telephone: 631.367.0050 3a" - 411' Fax: 631.367.6636 42" MIN._ 36" MIN. 6" MAX. GiambertoneArchitects.com qy NO V \9 X The Enclaves •l, � •R.,� :n U��t',;" ,;yi't:.:�.,�' � �,,s,' .:�i:• r.;"+.C, .r `5.,�,,5. �qa fir.: _��. 56655 Route 25 10 Urinal Height and De th ('11 Lavatories Sinks Hei ht and De th Water Closet Side-Wall Grab Bars Water Closet Rear-Wall G rah Bars -- - ---- Southold, New Fork. --�--- A1 .8 SCALE : N.T.S. Per 2(�17 ICC A117.1 A1 .8 SCALD::N.T.S. Per 2017 ICC A117.1 SECTION 606.3 A1 .8 SCALE :N.T.S. Per 2017 ICC A117.1 SEC7CION 604.5.1 A1 .8 SCALE: N.T.S. Per 2017 ICC A117.1 SECTION 604.5.2 60" MIN, SECTION 605.2 9 Water Closet Rear-Wall Grab Bars 16-003 1 .8 SCALE :N.T.S. Per 2017 ICC A117.1 SECTION 604.9.2 BACK WALL -202-22 4 Issued for Building Permit 5 . , s �:' :.M:.......... ...... y M CONTROL all WALL CONTROL WALL BACK WALL A Y SEAT CONTROL XM - ...... . ...... WALL WAl..L � �.'� f: �.� {' �_ �� .�. � w'. "' • `�`' f�'., ,� _ , «.. ....Y _. � � ��:;��, �.. � 51DE r WALL SEAT �- `"� SFl1T a WALL _ Y1 ALL _..... , , , .. SEAT CONTROL �. .� ,. WALL I � SIDE „ WLL A WALL �y Y 4xZ yy � v a'EE Id < �y a Aga gg ,WWfMq� .-': �.:', _ -�.. ,�,.,... .., ..,....,. .,. .. �...... ... ... .... .. .. .. � �+/MRCwVt.`�Y YY», •WY `*`�U,�14.pp}w;K- `�N` _ __...-. .... ........ ..- .- .-_..- ... - .. ...,,,. - .......... MIN. , , r _ x '� .. d , < • 52" MIN. r12 Transfer-Type Shower Compartment 13 Transfer-Type Shower Grab Bars Plan r�14 Transfer-Type Shower Grab Bars Elevation 15 Roll-in-Tye Shower Compartment 16 Roll-in-Type. Shower Grab Bars Plan A1 .8 SCALE : N.T.S. Per 2017 ICC A117.1 SECTION 608.2.1.2 A1 .8 SCALE::N.T.S. Per 2017 ICC A117.1 SECTION 608.3.1 A1 .8 SCALE, :N.T.S. Per 2017 ICC A117.1 SECTION 608.3.1 A1 .8 scA1-E : N.T.S. Per 2017 ICC A117.1 SECTION 608.2.2.1 A1 .8 SCALE:N.T.S. Per 2017 ICC A117-1 SECTION 6031 .3.2 5-��Ft DE A GENT Issued for Building Permit M ..............._ \1J i4 © 2024 AvcA CONTROL WALL THE COPYRIGHT DRA1>r'.+�'GS,SPECIMCMIONS, AND UPHER DOCUMENJ'S PREPARED BY ANDREW V.GIAINWRTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PR0)FCT, ARE INS1RUIMENTS OF AVGA. THESE DOCUMENTS E '. ee�+ aaauw' ;,�wau'aa+up�wcwawmmva`u�u�wwwa�.� „` - ARESFRVICFSFORTHFUS�'SOIFIY W TH R}+SPEC"1'TO THIS PRO)]?CT UNLESS OTHERWISE PROVIDE ll, AV(�q SIGiLL BE DEEMED THl AUTHOR OF'IHFSF DOCUMENTS AND SFIAlI.RbTA1N ALLCOMNIONLAW,STA•I-LJ'I'ORY ANDOTHER RESERVED RIGHTS THAT THESE DOCL:NILNTS SMALL NOT BE USED BY THE OWNER, OR OTHERS, fNN OTHER PROJECTS FOR ADDITIONS TO TIIIS PROJECT, OR FOR 1'111.1 COMPI.F.11ON OF THIS PROJECT FOR OTHERS. Plotted: Thursday,March 21,2024-11:08am By: Ernesto 'Y Fite: L\AVGA Current jobs\Enclaves I6-003\Working Drawings\Al-8-Handic. ' Han ica Accessible NOTE: Details -BLOCKING TO BE PROVIDED AT ALL WALL 5 yr ; As Noted 'MOUNTED EQUIPMENT FIXME /! C e.f.s. r17 Roll-in-Type Shower Grab Bars Elevation A1 .8 scALE:N.T.s. Per 2017 ICC A117.1 SECTION 608.3.2Al Ar y Sys F f YV . E E ANDREW V$ GIAMBE111 & ASSOCIATES ffm NICM ®ARCHITECTS �n� IA 1 B C D E F G H J M lti O S T U 1 V _ — _ I Q ( 62 Elm Street it i 3 I I I I 11 I i I I I ,, I I 4 Huntington, NY 11743 ®� : . Telephone: 631-367.0050 C}— _ --------- ---------------------- --------- , GH.IIb g Fax: 631.367.6636 I I I I I I „�.: ,.# II cx-Is47 cx•14tio` cam] 1 LH.1141' I I - -- -_----- _ — — — — — --- - - - — — — — GiambertoneArchitects com >, 9 I x 11 i II 1 I ,` e II — F E — ex ma ex•i 12 15 -- -- ------ --� _ --- "— I ------ -- -- ' `\��.�.,`\\\ I �-.. - -� �,,,,,,` I— ', � I I .i I 15 I I I I 14 x.0 I �— Irecti - RK 17 _ ,- CA.11L(X trrAM I ox.ea I I I I I 0 I --J 11 II eR r-o II — - -� — — — —------H-- ----------------- H------ r-� The Enclaves 111M Pea ewn tIA9t ya a+ r 77 cx.ma GH.1440' --------- ---------------------- ---.------ r-------- i - I I I 56655 Route 25 2 ' ( Southold, New York 16-003 I I 4 now L_J I 25 04-23-2020 Issued for Preliminary Review I I 12-16-2021 Issued,., Planning Board 39 � .._. 26 01-31-2022 Issued for, Planning Board-Event Rm. " - XX02-16-2022 Issued for Planning Board I M _ ® 01-10-2024 Issued for Building Permit .711 t I ( ( 02-07-2024 Issued for Bid 9 03-22-2024 Re-. d.&Issued for Bldg.Permit 2 05-31-2024 ReVd.&Issued for Bldg.Permit _ 41 I VIMCAW - I .t 33 42 � cx.µva M - ....... .._.._............... ..._..._... . _.._.. ..... ..... ._ ...... ....., ........._ I ray I I p I 43 cx.nw I _. _ _,..... „..... ._. . . .......... H I K 1 M I N 1 O P R ......_.............._,.M__..._..___» _-____._..,.. . ... .. ............... ...... .._._....._... I STERED X Y I CENr�'i Cy�� '9m 0 9� 804 Hotel - Lower Level Floor PlanA SCALE : 1/16"= 1'-0" Issued for Building Permit © 2024 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V..GflMBI:RTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,AgE INSTRUMENTS OF AVGA. THESE, DOCUMENTS ARE SERVICES FORT HEUSFS(NF-LY WITH RESPI?CT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AW--A SHALL BE DFEMF.D THE AUTHOR OF THESE DOCUMENTS AND SHALI,REr.kLN'ALLCOM.MONLAW,STATUTORY AND OTHER RESF.RVED RIGHTS THAT TfvSE DOCUMENTS SHALL NOT RE USED BY THE OWNER, OR OTHERS, Ow. CTrHFR PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE iOO]APLETION OF THIS PROJECT FOR OTHERS. Plotted: Thursday,May 30,2024-8:47am By: F.mesto File: L:\AVGA Current JoE 4c\Enciaves 16-003\Working Drawings\A2-1-draftc. Lower Level Plan As Noted e.f.s. A201 Q; f 1 , F 0:3` F E l ANDREW V. I GIAMBERTONE A4.5 A G T ONGRETE STAIR METAL & ASSOCIATES 5'-,°1�2° GRATE cov�z WITH AGGI=ss PANEL FOR EGRESS WELL { ®ARCHITECTSA 1 D 36'-II" 36'-II" F G H �I '-by2 Ib'-1jY" b'-r�" II'-113 " i 12'-10% 22'-by4rr 36'-!I" 36'-I I` 2 2 //4 ALI a — T _ _ 62 Elm Street - - Huntington, NY 11743 v W I I _ t M r u I t I t I I I I - ; t ► -4S/8 Te lephone: I I I I I I I 1 = I 1 , tr n rr n 1 „ 8n In &GI a INE H. - 1110.IN, I I - _ " I i I I I i b'�4 4" �2 IS-3/82 18 POOL MEGH. RM. _ _ cn G31b Fax: 631.367.6636 M0 _ $51 � " � / jntli 4� b" b"� GiambertoneArchitects.com I ---- --- ------ -- - BAR. G31a RM. \ I 3r_33 ,r n i u j Giq cV n1 10 I I .a. . B52 i I I i i i I I i G32 4 411 n I _....___....:.._._ . _.. ...._... I I sn G.H.= 14'-10" G.H. = 14'-10" 6TM m ;, .; 0�\ " i N G.H. ' GOL IMULA I p ,.r.. _.,. ., ;;. tom'- - PORTS S T _ I \ :` I I _ I I I m F 4 I I I ,µ \�\\ I , l I �, t _ ua \ 0.. \ I I I I I `O I I I U) I I I �.: .� \� ''.:''?�':'�:� �, �\ I I I III = - r B2# m ILamThe Enclaves --------- --------- --- --1 1�• — \ II 12ry _ I 2 -3y , I : a Poo.stya:: �-1 II / B4117 �\: � I - ---- G.H I!` = -oil>\ . . II' O O r " \`�`, ��.. ��,�:, >�...:;,.:,. �:\.\ ����� z � I PQOL GORRID • II - "�� _ — \ ,\ '. a, a.A.. \\ — �D " n 3 u „ 3 u I r i $ n r 5 n 7 u 9 I B25 3 r .; I?I 5 -10 -10 4 G31a 8 /8 /8 m I /8 5 \ I - ;; :�� � , >a - - - - 5 6655 Route 2� \\� , ICI � �-- --- � --��_._ I- I�I II II ,;:,�: �'•�:._,.'�`.:_\\-' .�. .�\\::...\: :a:. �a:\;\.\..:�,,a. II II I�I _a am=r-c v III ----_- , I SHR. 1 r 2 B2"I Gj .H. (R I _cv �o ----------- ------ 2- ?/4 B2I3 !0/ 11 rr Southold � o d New York� PD./MAN. ATC�\� O 0 10� \ I 51M WOMEN'5 POOL A ANGIN I T ----- G r 3 u r In N RM. -I O G.H. 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Permit N I 17- 2 8-II 5-V4 10/4 1O3/4 9-1�4 4-I 4-I/g b-S/g 5-13/a Ib-1oy4 13-I(Y2 4-1V4 - l/a i/2n W:2u 5V2 2" W2" 2" �211 �2" 5I/2u y y ``77 19 I 1 I AN RN -.. G08 A4.6 1ll 4'- - .....-_..._....... .... .. . ..........._.. 2 I MATGHLINE "B" — MATGHLINE "B„ A4.3 .... ___ . ....... ........._. Q Q 1 Hotel - Partial Lower Level Floor Plan ........... A2.1 a SCALE : 1/8"= 1'-0" :. ' sm . ED APO a; - �C� �pENt OP NEW ' jW ; Issue or Building Permit . . :' c0 2024 AVGA THE COM-RIGHT DRAWINGS,SPECIFICATIONS, AND O.1'HER DOCUNfRNTS PREPARED 15Y ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FORTIIIS PROJECT,ARE INSTRUMENTS OF AVGA TI LESE DOCUMENTS ARE SERVICES FOR T HE USE.SOLELY WITH RESPECT TO THIS PROJECT.UNLESS 1 OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE Key Plan DOCUi FX5 AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER Y a j RESERVED RIGHTS THAT THESE DOCUMENTS SHALL, NOT BF,USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS POR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. SCALE :N.T.S. Plotted: Thursday,May 30,2024-1:57pm By: Ernesto File: L:\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A2-1-drafLdv I Lower Level Plan As Noted e.f.s. A2 . 1a t — A4.4 i F G H J M N O Q1 S T U 1 2 V W I I'-113 „ la'->y" 2'-lOyB" I' 8� „ 21_JYa„ _p,l Ib I ly2 y2 /4 4 I 4 _ 3 , I I I 5 1l („ ._ - S V V •., ' ANDREW V. ..x m.71 loll , , I �, -rONE , m \. _ , GIAMBEDA."I ! u> > : LOADING \ u, N : G.H. = 14'-10" 6TM �• .: [� . � :. ' GI5 Ab.i O _ — — _= - -- -- _ - & ASSOCIATES .— f � �i 85/ar 4�`74n � by2r t TTl I _ ! B2o ! 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LOBBY CO RI I =R ' I GOga \ I 04-23-2020 Issued for Preliminary Review 3 12-15-2021 Issued for Planning Board ....... Issued for Planning Board -Event Rm. — — — -. -2022 Issued for Planning Board... .... 22 01- - Issued Permit 1 10 2024 . for Building VF IW ----- b B15 BII m _. 03-22-2024 Revd. Issued for........... ... ._...... 02 07 2024 Issued for Bid 23 — _ - ---- . _ . . _. . Bldg. Permit 05-31-2024 Revd. &Issued for Bldg. Permit = BI4 _I 115 Y24 -- -- ....... - _t N WI O01 Bob / 4 25 At € 3 — 1 26 N o v II XX - .......... . .... O G.H. = 14'-10" *_ p WINE RM. MECHANICAL RM. _ 2 8 A42 — — C04 C.OS A42 r- _ AcH I I i la 29 tED A WINE GA�/EENT� ysT z r - ---€ O — 30 �z - - - 1 Hotel - Partial First Floor Plan WINE GAVE _t2 . \Bo7 32 w - Issued for Building Permit H.= 11'-0' I 1 I © 2024 AVGA v ...................... — — 34 G.H.= 14--I0" -- I THE COPYRIGHT DRAWI�G5 SPECIFICATIONS, AND OTHER DOCUMENTS �O 1 PRP,PARED BY ANDREW V.GLIMBERTONF,AND ASSOCIATES,ARCHITECTS,P.C. 5TORACE/MECH. 3'_�u ��_Gt„ — I (AVGA)FOR THISPROJECt;ARE INSTRUMENTS OF AVGA. TIIESE DOCUMENTS GOIa \ I / �-- I ARE SERVICES FOR TIIE USE SOLELY WITH RESPECl'TO THIS PROJECT.UNLESS -O„ € OT'FIERWISE PROV1DF1l, AVGA SHALL BE DEE.VIEll THE AUTHOR OF THESE DOCUMENTS AND SHALL R�€tIV All COMMONIAW,STATUTORY AND OTHER • ,. F „ Tz* RESERVED RIGHTS THAT TLC. DOCUMENTS SHAIJ, NOT BF,USED BY THE. 6 Sob _ry _� ,. ,; ,^.:_;� „ .,. \ (�pIDp O I I ` °� . ._...,V:� a OM1Vn�R, OR OTHERS, GTE CrIHFR PROJECTS FOR ADDITIONS TO THIS GOI PROJECT, OR FOR THE COWL.ETION OF THIS PROJECT FOR OTHERS. t HOUSEKEEFIN6 OFFICE Plotted: Thursday, M24 y: G05 tl II d: fat 3O, -8:51 am B b'rnesto s� 2 q ATOR r --- �' Fie: L:\AVGA Currez)oEK\F,nclaves 16-003\Working Drawings\A2-1-draft.d, A4.12 c0 A4.1 = , 35 _ OB04 Id = L 6�RAGE : 51LATEr GOIa ;M€" ' A62AMR Lower Level Plan _ ®--- — — — y, LAUNDR 2 71 3 0 3,_ 41, r- = O 2 _ 4 -12 _; `: ':'. . ..., As Noted IV U, e, F' ''<v c �. Boa ; -- LIN. STORA — — — Go2 _.,..,..,,. .... . _ m... .. . ....�.._...... _......................... . ,._. 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Issued for Building..Permit ._..........._. __ _. _.._ Hotel - First Floor Plan (D 2024 AVGA THE COPYRIGHT MAWINGS,SPECIFICATIONS, AND OTHER DOCUMI''NTS SCALE: 1/16"= 11-011 PREPARED BY AN`LIIEW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,Y.C. (AVGA)FOR TI IIS PROffr,ARE INSTRUMENTS OF AVGA, THESE DOCUMENTS ARE SERVICES FORSHF UST?SOLELY WITH RF.SPE.CT TO THIS PROJECT.UNLESS OTHERWISE PROM"DW, AVGA SHALL BE DEEMED THE AtMIOR OF THESE DOCUMENTS AND SILALL.RETAIN ALL COMMONIAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTH=, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR F(Ia THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: nursdar,)hy 30,2024-9:30am By: Ernesto File: I,:\AVGA Catmt jobs\Enclaves 26-003\Working Drawings\A2-2-draft.:' 5 First Floor Plan As Noted e.f.s. 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THESE DOCLiMEN] ARE:SMTICFS FOR T HE USE SOLELY WrfH RESPECT To THIS PROJECT, UNLESS OTHERIFSE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF TFIESI DOCUMENIS A�iD SHALL RETAIN ALLCON[MONLAW,STATUTORY AND OTHFV SERVTD R'CaI S THAT THESE DOCUMENTS SHAIJ, NOT BE USED BY THI RE OWNER,OR CWHERS , ON OTHER PROJECTS FOR ADDITIONS TO THI: - PROJECT, OR FOR THE COMPI-'TION OF THIS PROJFX'T FOR OTHERS __..__.... ......._........ ..... ............... — — Plotted: Tbrsdav,Nlay 30,2024-"2am By: Ernesto r File: L-XAVGA Current Jobs\Enclaves 16-003\Working Drawings\A2-2-draft c U r = First Floor Plan -Iva, -t5,a" q'-33/4" -I'-35/411 .. ......... .. .. .. 4 z }, As Note(; : .�, .b-, 2 Hotel - Partial First Floor Plan 11 A2 . 2a A2.2a SCALE: 1/8 11_= 11 -0 6'-O„ A4.4 0 T s T U 1 2 v 6'-6y2" II'-113/4" IS'-117/g„ 2'-12 I lOyBn 8'_6�/$n 211 25'-2° 23'-6%g" l�l_-�4. 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SCALE :N.T.S. Second Floor Plan As Noted . .. .. ...., e.f.s. A2 . 3a - 231 Z32 1 S T U 1 2 V 1> r: e F DD �$" G H T M N O Q '-oy$" '°/ II'- �'�$° b'-612° 11'-113iF° 18'-„�/$ 2'-I 2 3' loyg' 8'-b�/$° �'_O" 2 I 233 4' -1, K - - A5.3 M x „ w — — — — — 2 IAA> ROOM #21 H.G.AGGE551BLE RM. j A5.3 I ; „ I \•\ i. ._ \ �._\___ I I i// 1F._rt �i. I. � i, f �2 )M#22 i 7� , -----� ';; i �j I , ,, v 3 AND REW V. 3-I2 212 I \ $ 3 p8 GIAMBERToNE I - - 2221L I N M ,� = ��• A6.1 I \ , BATHI= . I'_ _ ► _ ` !_, , 01 AES e T• FT SE STAIR z 3 , o 11 r , 43/4„ 4_ 62 Elm Street / d. 1 3 G.H. _ V- O b ( >5 G.H._ ' ,-0„ Huntington, NY 11743 =ry ( 2ND PLR. , WET BAR/PREP. .fl — — — — — — — ° Ho5TE55 1 204 r N Telephone: 631.367.0050 ry AT R. _ — — — 1 S 14 223a ; vATOR =� - O. \ Fax: 631.367.6636 - - — _ I I I I I G.H. = 81-O" i I 204 , 5 218 € j I I $ ` .', I I = 24 = GiambertoneArchitects.com i_ - =J_- L--- --I ELEVATOR LOBBY r r 5T0 I G — 203 Ii I 2 'z G = I _� f d 243 208 0= o� W- A4. _ iCIC I I 0.o .0 G.H.` 8'-O" 203 ` f ---- --- — _ 16 m \ I 0. 0 m --- _-- II 2j ItI � $ i. 2O-r b'-i i by2" 2' 6 T U V W I 20q L ___ _J I I'-105/4 I'-43J�' O in ilONS g_O a'-113/4" 3-1 y4" q'-OS�" f 6" I _ - _ The Enclaves 17 G.H.= $'-O" q I m 4" 411 - If 3 i I I I Wit-- O 52 - �' MEETING f _ 56655 Route 25 2O5 � _g by _ 202 I r 8 k _4y4, l i SLOPED CEILING i m A4.6 (SEE SECTION) ; Southold New York ----- ------------ --- all 20 8" 16-003 A4.3 2-V2 4 0/8 4 O/$ 2- f 201 { =o = MM E ' -' 24 �-2 t- 10-11-2016 Issued for Permit 2048 01-3072017 Issued for ZBA&Plannin r Dept. _04-13-2017 Rev'd. &Issued for ZBA&Planning Dept. _ 21 g M.___.. 22 — — 7 „ =n 03-26-2019 Issued for DF.IS Report_ 211 4 {� 252 = 12-16-2021 Issued for Plannig Board 23 01-31-2022 Issued for Planning Board -Event Rm. 02-16-2022 Issued for Planning Board 01-10-2024 Issued for Building Permit 02-07-2024 Issued for Bid 05-31-2024 Issued for Building Permit - - - - - - - - - 24 -- ..... I m i I i 3 , AdU —... _....... . . FIREPLACE KA ROOF TERRACE I ........._............ ........ ...... _........ .. . .......__ .... FX L X I 2 O A42 — — — I A5.1 A42 — — I Cr 70) 1 21 Hotel - Partial Second Floor Plan 2 MECH. DUCT L GHA5E IN LOW L 210 $� I b'-0" 3'-2° PARR T WALL 4n A2.3 U SCALE : 1�8"= 1'-0" e Issued for Building permit I ©.... 2024 AVGA. ® m� THE COPYRIGHT DRAWINGS,SPPCII'ICAT[ONS, AND OTHER llOCUMEN'IS' i .' ii ((1 MN r (AVGA)FOR THIS PROJECT,ARE IINSTRUMF_NTS OF AVG 1.1TH SE DOCUMENTS �j' -Q/$ _ - ""— ---" - - ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS -_- k.;.c'.' OTHER\VISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE MEZZANINE _ '-�� �s �+r W : \\i .: .;"•: s 't; ;;iaYi::- 1. DOCUMENTS AND SHAIZ RITAIN AIL COMMONLAW,STATUTORY AND OTHER 201 I tV �,... •" F ,z: ..• RESERVED RIGHTS TEIAT TIiESE DCX UMENS SHAI,1. NOT BE USED BY 7HE _ I :•'' a.,, ,;;'_ OWNER, OR OTHERS, ON OTHER PRO ECTS FOR ADDITIONS TO THIS ] ELEVATOR a„ '' ' ''V -� PROJECT,, R FOR THE COMPLETION OF THIS PRO ECT FOR OTHERS. ® _ >r., � , ;.Ys�s'Ss .t'`Y•.:."a.„ ''..' `t,:.; .) ] OVERHEAD - - s..3 _ _....._..... . .... ........».. ...._-_»...._.............__........ .............- _. Plowed: Thursday,May 30,7A24-9:40am By: Rmesto v OPE I TJ LO Y He: L:\AVGA Cunent)o6s\T nclaves 16-003\Working Drawings\A2-S draftdwg AA z, ................ _...._._......._.... A4.1 I A4 I ;. :<. . . to ,,"r•,_ �• z, Ln Second G.H.- 21-2 : _. j =s� STORAGE NN O m� e :; Floor Plan R >< .............._ ._.._.......,.....h_...._..._.................. . . .........._........_ cV 4 "'M As Noted r _ low- - — — 36 y4 " °'-3 " = t MIR IOU 4„ 53/4 12'-"lOy2" I' 73 I I'-33/8„ I 6-7%" 3-�y$! b'-3y2" „ I I'-33/$, 4'-8" 0'-4" I Key Plan SCALE:N.T.S. A203 I ) 11 K 1 O P A5.1 i ,d 0 A. I 3 A 1 B C D E y OI o- - - - - - - - - - - - - - -_ = I - ---� ANDREW V. If GIAMBERTIONE -- - 6 & ASSOCIATES ® ® ARCHITECTS , Y \ k 11 i r \ , , 62 Elm Street _ I : 15 14 Hunfington, NY 11743 5 I I 1 Telephone: 631.367.0050 Fax: 631.367.6636 I lam ertone t rc 1 ects.com I 18 19 I — — ( I . JIt The Enclaves - 56655 Route 25 Southold, NY 16-003 10-11-2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept._. - ° 04-13-2017 Rrdd.& Issued forZ.BA &Planning Deli 03-26-2019-Hotel Roof Plan 33 — 34 04-23-2020-Mech. -quip. areas located I I 03-09-2021 Added Potential Event Rm ............ I I I 12-16-2021 Issued for Planning Board I : 01-31-2022 Issued for Planning Board-Event Rm. -- - 35 02-16-2022 Issued for Planning Board Q. -1 0 2024 L�"- cued for Building Permit . . 43 I ( I � I 02-07-2024 Issued for Bid _ ... ... > I 03-22-2024ReG'd. &Issued for Bldg.Permit I - - - - I 05-31-202Y Rev d- &Issued for Bldg. Permit 44 I1 1 I1 K - 1 O P R — — --- — — — -- — — — — — — — - _.._ . 45 s _....__.._.... .. .. .................................. .. �,�GVkER AQ4iC7� -NTr���j� A Hotel - Roof Plan Issued for Building Permit _.. ............ .. .__..... ... ._ ............ SCALE: 1/16" = V-0" © 2024 AVG1,. THE COPYRIGHT'1RAWNC—S ,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANLErgG V-GUWBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)17OR171[SPRCIECT,ARF IN,SVRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FORTBF USE SOLELY WITH RFSPECT TO TI11S PROJECT.UNLESS OTHERWISE PROV-rDFD, AV,A SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SE LL REYAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS 7113AT THE-SE DOCUMENTS SHALL. NOT BE USED BY THE OWNER, OR OTFiM, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOE THE OOMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Thursday,34 30,2024-9:48am By: Ernesto He: L\AVGA Cnn=Jobs\Enclaves 16-003\Working Drawings\A2-4-draft, Roof Plan As Noted A204 3 y �ir Y- 17 r Wq/,dP. 0. R d z:. ANDREW Ve 0 A5.4 G1AMBE-PJLVJLTONE Q A45 A5.4 Q 2 ASSOCIATES A 1 B c D E F G H = a ®ARCHITECTS -41 62 Elm Street Now Huntington, NY 11743 MERGENY G SCUPPERS \ " 3 IN Telephone: 631.367.0050 z - Fax: 631.367.6636 — _ — — — — GiambertoneArchitects.com 0 0 — 1/4"/FT "/FT a N M _.__... . ...... ... .. _..-... ...... .... . ..._....__. .,. .. .... . .,., (MIN) INJ . I, A5.3 A5.3 'in eEnclaves LJ TO BE �iLGO TYPE N13 x 4'-�" 56655 Route 25 vLBXT5*1 1-6 - - -EPDM ROOF MEMBRANE 5Y5TEM TO --�-- Southold NY jBE IN5TALLED PER MANUFACTURER'S --- - 5PEG IFIGATI ON5. PITCH TO SLOPED ROOF 1/4" PER FT. .4ROOF I DRINGS FOR 5FEG AW 1FI ATION5 16 O03 , — — — — - - ' 10 11 2016 Issued for Permit - - r Planning Dept........ .. .. sued for'I_BA& � Ol 30 2017 Is s 04- - Revd. &Issued for ZBA&Planning Dept. `` \` ` I 13 2017 LL- - - - 03 26-2019 Hotel Roof Plan — — _..-_-_- ---...._._._.--- . - / 20�fecn Equip. areas located _ ! - - --- --- - _ _ went Rm �__ — 1 _ p .: — � Added Potential 12-16-2021 Issued for PlanningBoard � 03 09 20 _ _... a. .- ❑_ � 01 31 2022Issued for Planning Board Even Rm. EMER6ENGY SGUFPCiz 02 16 2022 Issued for Planning Board - _ I 01 10 2024E sued for Building Permit 02-07-2024 Issued for Bid -- EMERGENCY 56UPPER5 A4.6 2 05-31-2024 Rev'd. & Issued for Bldg. Permit A5.5 _. ._...... _.....:.... ....... . .... ....._.. . .... 2 l -- _ A43 MATGHLINE "$" — MATGHLINE "B" j _.,,......... .a_ A4.5 d ' _..__._ ..._ _......... ........ .. .._. .........._......._,.... . . . . 1 Hotel - Partial Roof Plan ma- P rmit it �n e for Bu dl .�.. Issued o '..v`.,,,, ° c 0 202 4 AVGA' .� �•.:, % - THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY A'DREW V.GIAMBFRTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)MR TIPS PROJECT,ARE INSTRUSFFNTS OF AVGA. THESE DOCUMENTS ARE SERYKES PONT HEUSF.SOIRLY WFTH RESPEC'TTO THIS PRO)ECT. UNLESS OTHERWM PROMED, AVGA SFL LL BE DEEMED THE AUTHOR OF THESE -- DOCUMM15 ADD SHALL RETAIN AILCAMMONLAW,STATUTORY AND OTHER RESERVE)RIGHTS TILAT TI IESE DOCUMENTS 51IAId, NOT BE USED BY TIIF OWNER,OR (7PSRS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPTIMON OF T141S PROJECT FOR OTHERS. Plotted: 7burs*May 30,2024-9:51 am By: Ernesto F�7r: i=AVGA�urrens Jobs\Enclaves 16-003\Working Drawin�rs\A2-4-drafte' :. . Roof Plan Key Plan SCALE:N.T.S. As Noted e.£s. A2 . 4a 0 A5.4 G H J 2 M N O Q 1 S T U 1 2 V W r. A53 ~� I I ( .3 � -�- — — — — Q L - -- - J 4 A5.2TL- I -, F" •l A N D REW Ve PITG�! I/4"/FT Q l ,\ I �.. �' LJ,�` I v4� 0 (MIN) 8 i N M \ - I ---- --- -- (MIN) H G ERT�NE A5.3 A5.3 'i,'' A52 - - - - -- i - - SsoC1ATEs EPDM ROOF METI6RANE SYSTEM TD \` BE INSTAL! v PER MANUFACTURERS % — — — — SPEGIFIGATtONS. _ � n — `E I ! PITCH TO��i OP1=D ROOF I/4' PEfZ FT. — — 7 ARCHITECTS SEE PLUMB'G ; x ROOF DRAIN, � ,� - I ;i ! \ 1 i DRMINGS FOR';5MCIFIGAT10N5 z \ Ir I _ 62 Elm Street 13 0 i Huntin N 743 TO BE "BILCO TYPE I NS-HZ 2'-6" X:'4'-6" / - ; 41oN Ieal�--- -- ---- - =- -- -- - - --=- - - --- - Tel h one. 1 15 I 14 ep PS I { Fax: 631.367.6636 5 - - \❑ � GiambertoneArchitects.com ° — 2 G A-ASKAN YELLOW CEDAR "C" ND A4, ( BETTER CLEAR ROOF SHINGLE 5 LEAD-COATED COPPER A4.6 A5� ( " T.T W. OVER CEDAR BREATHR I GUTTERS AND LEADERS I ° : OR APPROVED EQUAL,GRACE ICE I I M 0 1 — — — — — / a:12 _ F — — — + 1 6 24" BEYOND FACE OF EXTERI R WALL A5 PER CODE, ON J" CD PL ORGANIC, FELT. I I I S 6 T U V W 17 The Enclaves I I I F 4:12 I 56655 Route 25 I A4.6 Southold, NY 1 I - ► , 26- A4.3 A4.3 ®3 v Q.12 / A5.2 10-11-2016 Issued for Permit _01-30-2017 Issued for.ZBA&Planning Dept. 04-13-2017 Revd_&Issued for ZBA&Planning Dept. 03-26-2019-Hotel Roof Plan .. ... .. ................ ..... _. . � E- -23-2020-1�iech_ E ui areas located Q03-09-2021 Added Potential Event Rm 12-16-2021 Issued for Planning Board 01-31-2022 Issued for Plannin Board-Event Rm. --- I PITCH PITCH 02-16-20?2lssued for Planning Board g E � ' _. (MIN) �' . MIN.) -.__....._.. I � 01-10-2024Issued for Building Permit 02-07-2024 Issued for Bid 03-22-2024 Revd. &Issued for Bldg. Permit 5 31 v _&Issued for Bldg. Permit L WOOD DECK TILES N TAL`, 5Y5TE MANUF.BY RG A K LEAD-COATED _.. ......._. _ _. _... . METAL GUTTER PITCH TO I/b"/FT TO -_..._ ...... - ... LEADERS ..._ I _.._...,_.............__ . . _.._.._....._............... .............. . ...,..... I '(A�4.2 A5.1 A4.2 0. .......... 0 I \ \ RO TERRACE DRAIN, — — — — — DRAWINGS F CIFICATIONS ,0 3 1 Hote - Partial Roo Plan ; ' I A2.4b SCALE: 1/8"= 1'-Or Issued for Buildin Permit _ _.._.......... ...... i e , _.. 34 -��=�� .A., �,,t.,<,, © 2024 AVGA "i 113E COPY RIC.H DRAWi`vGS,SPECIFICATIONS, AND OTHER DOCUMENTS \ I\ \ PREPARED BS'ANDRI3W V_GLAMBP,RTONE AND ASSOCIATES,ARCIiPITCTS,P.C. (AVGA)FOR T+�PROJEC,T,ARE INSTRUMENTS OP AVGA. THESE DOCUMENTS ARE SF.RVICFSFORTHF.USE SOIE.I.Y W1TIi RESPE(,TTO THIS PROJECT. UNLESS OTHERWISE PROVIDED, AVGA SHALL. BE DEEMED THE AUTHOR OF THESE \ V Z \ I Ir.M t: [TCORY AND OTIIF•,R DCK I NfENTS ND SHAIS.RITAIN ALL COM ONLAW,STAT \ 0 RESGRVED RiiFTS THAT 7Ti1 SE DOCUMENTS SHAId, NOT BE LSEll BY TfIE •' ,.,Far 2;r;'�i:: i c•<'y 1 i I .,N,moo-',= .s.'?:.•.;,;,3:,,° ,F OWNER, OR OTH._RS, O!v OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PRO EC' FOR F • EPDM ROOF RA SYSTEM ,_.:. BE INST R M NUFAGTURE 5 \\ ( _ ._..- ...:... __., ......_., _. 5PECIFICATI S. " \ ; ,„;,,a \ Plotted: 17s�ela 4fa 30,2024-9:54am PITCH TO SL RO�F 14 PER V5 1 1 . L\AVG ohs\Fn laves 16-003\WorkingDravin�\A254-draft.d. a _............................. . . ..... ....... \; File• �Ce�rent J c A4.1 PITCH ITCH — A4.1 I4 T 35 (MIN.) ( IN) - , , „_. _... - .._. .. ...... ;:-W ., ROOF DRAIN sr- P G PRAAIN65 F R G FICATION5 ^ ti - Roof Plan ` a U. -,nt . "4 1 '�s Noted ; r4 . . e.f.S. Key Plan H I 61g A2 1 O P A5.1 R SCALE:N.T.S. 0 . f',', I aYa; Q, tir, # `� : _<`` ;I e . � �:: A., z. - - - - - - �- - - - - 1. 3 (X ti 1 ---8 , I .: . - - _ - . - - -:. )T.., . - I . 1- -,,., . G _, . --- - _ - I . - - - - - --- : x S-: -- t-r+� . - - - - --'- - ---- ------------.- "Y. • - -- - G--� " -_.. _ _ I�� la i c •.r .., I „t , "T r ; : : JJ ( � = I ^ l . ; s,: GR ti ,„:.,ati=. .R d` %;!,)�I,:. .Ft'-c ! Yit' '1 ."•o-;S,Equ,+::.;•?; ;y.-j•€. :. 'T ; t" ",` ,'. , �.'�€ .3 i. 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TOPPING CONCRETE FLANK W/2 FIRST FLOOR FINISH -- - - oo. 00000 00000 00 .Oo. .0000O o000o OOOOQ .00OOQ .00000. 0000. . .000OO .o. 000. .00ooO .000OO. . 0000 .o. �000 0000. 000:. - -- - - - - - - _ w GRADE STORAGEa MECH. I CORRIDOR HOUSEK�ING OFFICE =.._ _----............ RUB-R-WALL SPRAY-APPLIED MEMBRANE WATERPROOFING 2" CLOSED CELL EXTRUDED POLY STYRENE FOAM BOARDS �D A\J C. CANT STRIP � �� - !AT LOWER LEVEL FIN15H FLOOR ;, �. �Ck ELEV. -Ib'-O 1/4" " t� 'I 1 4 KEYWAY W/HYDROPHILIC BUTYL WATER5TOP T Gt=P POURED CONCRETE FOOTING I 1 Issued for Building Permit c0 2024 AVG? 1 S e c ti 0 n THE" COPYRIGIr DRAWINGS ,SPIiCIFICA'1'1()NS, AND o'1 HER DOCUMHV'IS PRFPARED BY &vDRZEW V.GIAb1BERTONF.AND ASSOCLSTES,ARCHITECTS,P.C. (AVGA)FOR TH?S;ROjt T,ARE: INSTRUMENTS OF AVGA, THI-Sr DOCUMENTS A4.1 SCALE: 1/4" - V-0" ART'SERVICES R_ATHI:USE SOLELY WITII RESPECI'TO THIS PROJECT•. UNLESS OTHERWISE PIU'�"IDW, AVGA SHALL BE DEEMED THH AUTHOR OF THESE. DOC.UMEN"IS A,)SHALL RETAIN ALL COKMONLAW,STATUTORY AND OTHER RFSERVFD RIGbM THAT TEASE DOCUMENTS SHALE, NOT BE USED BY TI1E OWNIiR, OR OFFERS. ON OT13ER PRO)FCI'S FOR ADDITIONS TO THIS PROJECT, OR RJR THR COMPLETION OF THIS PROJECT FOR OTHERS. Plottcd: nutsc u,,Xfarch 21,2024-2:00pm By: Ernesto File: L:\AVG4Curmnt fobs\F,nclaves 16-003\Working Drawings\A4-1.dwg ...E x BuildingSection e.f.s. A44, 41 a ANDREW Ve GIAMBERTONE & .ASSOCIATES *ARCHITECTS 62 Elm Street Huntington, NY 11743 2 AA 2 ® Telephone: 631.367.0050 Fax: 631.367.6636 GiambertoneArchitects.com The Enclaves 56655 Route 25 Southold, �New York GLA55(RAIL d 5H0E ON I �\ _ bxb STAINLESS STEEL FLAW A5 MANUF. BY NILL D - - _ BLD6. SOLUTION5. A5.1 16-003 ZURN DRAIN MODEL.#Zbbb-HD EPDM OF MEMBRANE 5Y5TEM TO BE INSTALLED PER MANUF. TO BE I STALLED PER SPECIFICATIONS b :ROOF TERRACE MANUF CTURER'5 - O FT A6.4 - -I/4"PER LEAD-COATED METAL FLA5HIN5 SPEGIFI ATi NS _ -- - ---- _ __ -\ - -- - --"-- - - PITCH DRAIN I I B ]d 1 - - or uI I N WOOD K TIL 5 ON I I PEDESTbL SYSTEM MA T.O. SECOND FLOOR FIN15H — — ARGHA K — `- 2" LIME TH 2"AIR EL.EV. +13'-0 I/4` A.F.F. .O. O.O:O. .O.O STONE WI STAGE - - ------- - - -- - - .O.O.O. .O.O.O.O. .O. .O.O.O.O.O. .O.O.O.O. .O. .00.O.O. .O.O.O.O.O.O. .O.O.O. .O. O.O.O.O.O. .00.O.O.O.O. .O.O.O. WATERPROOFING MEMBRANE l - - -- _. I � PLYWD. SHEATHING , _ _ .._ ., ., _. _... ... ... . ..... ... ._ " b" GONGRETE PLANK _-- QI I w R-30 SPRAY-FOAM INSULATION, 'SEALEGTION 500'E _ ..__. , to L A5 MANUF. BY DEM1L G I w � I w ; � DINING 0 O 125 O , - - _ LANK W/ 2 - -._. .... .._ OPPIN6 SLAB 4 O 10" CONCRETE P ° � I IT R5T FLOOR FINISFf ---- -- ------ -- -------- --- -- - ---- __—-- -- - -- - - EL.ENi 4-0'-0" (32.0') — . --- -- -- - WINE W. ( GORRiDOR MECHANICAL RM. ® COI RUB-R-WALL SPRAY-APPL ED MEMBRANE WATERPROOFI 2" CLOSED CELL EXTRI)D POLY STYRENE FOAM BOARD5 , CANT STRIP ( ���c,`h4�X �w C} %' = JTT. O 090tr J- LOWER LEVEL FIN15H FLOOR KEYWAY W/HYDROPHILIC _ _. __._. -._... . ......... . ... ..... BUTYL WATERSTOP POURED CONCRETE FOOTING Issued for Building Permit © 2024 AVG] TEiE COPYRIGOf M-WINGS,SPECIFICATIONS, AND MHLR DOCI;MI:N'I.5 PREPARED BY 12rL`RI- V.GIAVtBFRT i)v1i AND ASSOCiATi S,ARCHI'fFCfS,N.0 kAVGA)FORTHLSFROfH-7,ARE 1NSTRUM(EN1S OF AVGA. TIIESb' DOCUMENTS 1 Section ARF,SERVICFS"Tif,ZJSFSOLELY RTTH RISPECTTO THIS PROJECT.UNLESS OTHERWISE PRMDED, AVGA SHAIA.BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SFLjSS.RFTNN ULCOMUMONLAW,STATUTORY AND OTHER A4 ^/ RESERVED RIGHTS MkI'THESE DOCUMENTS SHAD, NOT BE USED BY THE .2 SCALE : 1/4" _ V-0" OWNER, OR t7EHE S. ON OTFtf ft PROJECTS FOR ADDITIONS TO THIS PROJECT, OR f)R TliE COMPLI_TE<)N OF THIS PROJECT FOR OTHERS. Plotted: Thursday,january 11,2024-3:56pm By: emesto €'k L:\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A4-1-draft- BuildingSection C.£s, a4' 1 [ CIA"mow f ANDREW V. j GIIIMBEIZTONE & ASSOCIATES ® ARCHITECTS AA 62 Elm Street Huntington, NY 11743 2 M N Telephone: 631.367.0050 i Fax: 631.367.6636 GiambertoneArchitects.com �zzozz,, ( .2 A5 / — — — The Enclaves 5665� Route 25 Southold New York - I - - METAL ARAPE A P T P TG I i• I EPDM ROOFING ( R-30 CONTINUOUS IN5ULATION 1 'V®3 (TAPER R GI - u R TOP TO SLOPE ID XP5 OR EQUAL, COORDINATE WITH EPDM MANUF. EU55TRATE REQUIREMENTS ELEVATOR L066Y d; p MEETING RM. 10 CONCRETE PLANK " 203 �O - 20$ i I 01-10- -2024 Issued for Building Permit 02-07-2024 Issued for Bid = T.O. SECOND FLOOR FINISH IL AO3-2Z 2024 Revd 8t Issued for Bldg. Permit _.. ELEV. +15'-0 1/4" A.F.F. — - — = - ----- - - -- - - -- -- -- 1 - -- -- - _- - ASkAN YELLOW CEDAR " AND BETTER GRADE - - - SHINEXPOSURE DENS 5 THING "CADDY' CHANNEL TO ROD - - CLIP-48 I STAGGERED 30# BUILDING PAPER- I " GO !LD-ROLLED 16 go CHANNEL _ - IIE TAL STUD W/FIBERGLASS - ' � INSULATIONMIND � 20ga FURRING CHANNEL p ,_.-.,..__... .,_ ... ., _.. . , . , _ . . . ..... ,. {R 13, � METAL FURRING CHANNEL CLIP I MEWS POOL SATs ll Oj,�Y O W-1A{G STATION ffAL _ I I 130 1 p 12'I p 128 1 EF56-1 - GYP. BD. ' PACK WALL OUT TO FAGS OF ST EEL _...._._,.. _. COLUMNS 10" CONCRETE PLANK W/ 2" -d TOPPING SLAB .6-FIRST FLOOR FINISH -----— — -- - - - - - —- - GRADE� ( J ( A/V�taDOM ELEVATOR®GORWDOR ( 0 KITCHEN c� `r FKO RUB-R-WALL SPRAY-APPLIED �_j MEMBRANE WA7ERPROOFIN6 RA3 2 CLOSED CELL EXTRUDED POLY STYRENE FOAM BOARDS CANT STRIP /ib, LOWER LEVEL FINISH I� FLOOR ELEV. -I6-0 1/4" �' 308 KEYWAY W/HYDROPHILIC BUTYL WATER5TOP A, _._....__..... ,_... POURED CONCRETE FOOTING Issued for Building Permit © 2024 AVG/ -Mi C0n'rGHT DRAWINGS, SPECIMCATIONS, AND OTHER DOCUMF.N"JS PRP!'ARPS3 FY ANDREW V.GIAMBE,RTONI?AND ASSOCIATES,ARCHITECIS, P.C. (AVGA)RMIMISPROJFCI•,ARE.INSTRUML-N'n Or AVGA. THESE DOCUMENTS ANY.SHRVkL-SFORTIiEUSFSO1,1a.Y WITH RRSPECTTO THIS PROJECT.UNITSS 1 C ^ ^ O� O[}IIiRWi$E PROVIDED, "GA SFLALI.BE Dl-,E',I iD THE,AUTHOR OF THOSE J C(vti DOCt ME?I AtiD SHALL RF.TAINI ALLCOMMONJAW,STATUTORY AND OI 311 FIGHTS THAT THESE rX)CUMIiNTS SHALL NOT BE USED BY THE 0,A•ti1:R, M (YI'HfiRS, ON OTHER MOJECTS FOR JUX)ITIONS TO THIS A4.3 SCALE : 1/4" — 1'-0" P? PI3':1TON OIECT, CR FOR THE COM OF THIS PROJECT rOR OTHERS. Acted_ Ta.3rsday,March 21,2024-2:0 tipm By: Ernesto HI L•\AYEruA Curr,;nt Jobs\Enclaves 16-003\\`Vorking Drawings\A4-l.dwg ; F . Building Section 1 =1 _011 1/4 I 4 ...' _.. e.f.s. A4403 { 5 6 17 0 21 25 ,o 8 8a. I I i I ANDREW Ve GIAMBERTONE _ I I & ASSOCIATES REOL IRED I - - -- ,,.I 1' xX 1 I , *ARCHITECTS .00.'oo _.00- 0- I ' I. _ I E 62 Street PDM ROOFING I Huntington, NY 11743 R-50 CONTINUOUS INSULATION (TAPER TOP TO SLOPE 4/FT) b" RIGID XP5 OR EQUAL, - COORDINATE WITH EPDM MANUF. Telephone: 631.367.0050 SUBSTRATE REQUIREMENTS r ` 10" CONCRETE PLANK I„EETIN& RM. o Fax: 631.367.6636 METAL PARAPET GAP — - 205 GiambertoneArchitects.com T.O. 5EGOND FLOOR FIN15H - - ELEV. +13'-0 I/4" A.F.F. - ,1 0-0.00. . :. .00. )0000. .o. . o000 . 000. 000. .00000. .00000. 0000. oo. .o 00000. 00000 .00000. 00000. .00. oo. .00000. .00000 00000. .00000 ALASKAN YELLOW CEDAR "C" AND BETTER GRADE SHIN ES 5" EXPOSURE " DENS - 55 THING 30# BUILDING PAPER 6" METAL STUD W/FIBER6LA55 - The Enclaves O INSULATION (R-13 MIN) � EVENT RM. HALL I I ELEVATOR I = I FOOD PREP. I W-WG M-WG o I i DINING 135F 1-51- 128 12! 1O { 125 56655 Route 25 � FIt�ST FLOOR FIN15H Southold New York — - - - - 00000. .a0o0 00000. . .0000. . .000. 0000. .00000. 00000 oo. . 00. oo. . .0000 00000 00000. .00000. .o. .000 00000 .00000. 00000 000. .o. .00000. 00000. .00000. .00000. o000. 000. . 00000 .o000o. .0000. l . 00000 v 16-003 r LOADING KITUEN 01-10-2024 Issued.for Budding Permit m — I 02-01-2024 Issued for Bid i I 03-22-2024 Revd. & Issued for Bldg.Permit i LOYCR LEVEL. FIN15H FLOOR 29 34 35 36 3 . . ,.. - . . . CA�5_I 1 Section - Partial 4.4 SCALF, : 1/4" = 1'-0" EPDM ROOF MEMBRANE SYSTEM TO BE INSTALLED PER I __..... _ .. MAN ACTURERIS 5PECIFICATION5. I PITCH TO DRAIN I/4" PER FT. , WOOD DECK TILES ON PEDESTAL SYSTEM MANJF. BY - i ARC 4ATRAK A5.4 . .. RED A"�'y;�, EN T i 8 CONCRETE PLANK I I � 5EALE:CTION 500 _ I ,q,\ '20f?C1Yl11 ; INSULATION, ' AS MANUF. BY DEMILEG . �NE ;f DINING m LOBBY _...,......... ......._... ... .................. . 125 I I t2i I Issued for Buildin Permit ION CONCRETE PLANK W/2" I ` - ` © 2024 AVG/ TOPPIN6 SLAB a. I I I I THE. COPYRIGHT DRAWINGS SPECIFICATIONS, AND OTHER DOCUMEV'1'S _ __ PREF'3RF,D BY ANIlRE.W V.GIAMBF.RTONI?ANDASSOCIA'fP.S,ARCkIITTC"U'S, P.C. -- ---___----- -- - ___.----------- -_-----_—-- -- __- _ (AVGt)FOR TIIIS PRO EC1' ARE;UNSTi.i,MENTS OF AVGP, THESE DOCUMENTS oo. 0000. . 00000 .00000 0000 . 0000. o00 0 .00000 00000 .00000 .00000 AR£w:RVR.ESF'ORTHHUSFSOLEi.Y�;4TH RF?SPF:(.TTO THUS PROJECT.UNLESS -- --- — OTHERWISE PROVIDED, AVGA S)ALL BE DIiFMED THE AUTHOR OF THESE DOa1fENM AND SHALL,RETAIN AS-LCOMMONI.AW,STATUTORY ANDC)TMER RESERVED RIGHTS THAT THFSL rXKU.MENTS SHALL NOT BE USED BY THE OWNt,.R, OR OTHERS, ON O'I}IF.R I'ROJL',CTS FOR ADDITIONS TO THIS PROTECT, OR FOR THE COAIPUMON OF 'THIS PROJEC-l' FOR OTHERS. __...... . ... Plovd: I'ursdat-,March 21,2024-2:05pm By: Ernesto ! I File- L:\AVGA Current)obs\F,nd2vcs 16-003A4rrking Dra%ings\A4-1.dwg I S i .. .r i WII�. - NNE CAVE ST FMECkI. Building Section en RUB-R-WALL 5f'RAY-APPLIED MEI-e"'a"E WATERPROOFING 1 2" GLOEsI CELL EXTRUD��D POLY S eREt-fE FOAM BOARDS f"si 1/4 =1 -011 r r n e � I v 7­1 T_ r8a 5) CANT STRIP r, e.£s I I :EYWAY W/HYDROPHILIC S e C - BUTYL INATERSTOP A404 POURED C.ONGRETE FOOTING A4.4 SCALE' : 1/4" = 1'-011 S a<. ANDREW V. 1 GLAMBE"'ONE 18 19 _ _ _ ASSOCIATES I ® ARCHITECTS 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 - METAL PARAPET GAP T Fax: 631.367.6636 P EPOM ROOFING R-50 CONTINUOUS INSULATION GiambertoneArchitects.com (TAPER TOP TO SLOPE 4"/FT) V RIGID XP5 OR EQUAL, COORDINATE AITH EPDM MANUF. f ! SUBSTRATE REQUIREMENTS 10" CONCRETE PLANK LIMESTONE - GLADDING W/2" f AIR SPACE AND I EE f - SHEATHING Q. .QO.- QQ :. Q0000. . . .O. _ o. Q0000- Q0000. Qo. .. .. . .QQ000 Q0000 .Q0000 .Q0000 Q0000. Q0000. QQoo. . . 000o Q0000. QQ-000 Q0000. .QOQQo. .. . -QQ. _. .fl .QQ. .. WOOD CLADDING I - - - -- ine Enclaves .y ROOM#26 BATH#26 MAIN HALL p BATH #2-I ROOM 021 ! ` F f � � 5 5� 5 Route 25 ' .5 € WOOD CLADDING 10" CONCRETE PLANK IN/2° f f TOPPING 5LAB I I f T.O.SECOND FLOOR FI['15H r 1 Southold, New York T.O. I� 5 ELEV. +13'--0 1/4" A.F.F. _.....' .0000 .QQ- -0_ . Q0000- -Q0000. Q0000 000oo. .Q0o0. .0000 000oo. . .00-0 Q0000 . -000 . .00oo .0000. .QO000. .Q0o0o .Q0000. Q�00. ! , ..,E.. - f > i.i.. t < LIMESTONE 16-003 _i I <., CLADDING A/2 ! AIR SPACE AND i _<... :I AT I NG SHE H 1 =�...,5�;,.......- .. <.:. ..�.. i r: a- t ,e fI I s ,; I : ; - 1 l t : ROOM#6 BATH�6 MAIN HALL BATH#'1 = ROOM� - - d f utl Permit ��:..._:;-:.,_€,: ..,I.�.".t •..f_ ;' ...;� E.�,€ 2;Issue or B ' ding ` 01 0 20 106 106a 141 101a FOE i f - _ < E.. E ; < J i 10 CONCRETE PLANK A/2 : > f i ! TOPPING SLAB i I _..._... ..... i ...i. FIRST FLOOR FINISH _....,...__.......... ...._........ .. . — 1 :t i .00. 0. .0, 0000. .000. . .000, Q0000. 00000 .Q0000 Q0000 .Q0000. Q0000 Q0000. .Q0000. Qoo. .o Q0000. Q0000 Q0000 0 0o m . _:�_ . , .. a.,.:_ T.C. BORING _ . I � � f 'CADDY' CHANNEL TO ROD CLIP-45"ox- STAGGERED BOWLING POOL CORRIDOR AOMEN5 BATH/CHANGING RM. HX5 POOL.BATH t G4AN6'6 F04. k.. I �" GOLD-ROLLED 16 go CHANNEL 012 G31a -�, Fr- i" , 209a FURRING CHANNEL METAL FURRING CHANNEL CLIP RIB-R-AALL SPRAY-APPLIED MEMBRANE AATERPROOFING 2"CLOSED CELL EXTRUDED POLY 5TYRENE FOAM BOARDS _-._-._ .. ..... CANT STRIP — �_LOr ER LEVEL FINISH FLOOR __... ...._ _�-ELEV. -16'-0 1/4" — . 71 KEYWAY Al HYDROPHILIC BUTYL AATER5TOP _... . POURED CONCRETE FOOTING Ff� Pai'1%:�': :. e tl I1 1 S c o A4.5 SCALE : 1/4" = 1'-0" G'2�1 �N <f 1 Issued for Building Permit _ © 2024 AVGA THE COPYRKY..T DRAILTNGS ,SPECIFICATIONS, AND OTHER DOCUMENTS PFJ TARED BY ANDREW V.GIAMBERTONF.AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FORT ,:FRO,ECT,ARE INSTRUMENTS OF AVGA. THFSE DOCUMENTS ARE SRRVICESPORKTI-fEUSFSOLFr.Y WITH RESPf!CTTO THIS PROJECT.UNLESS OTHF,RWISF F&WI_DED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCL'AiF,NTS AN!)SMALL RETAIN' ALLCOMdONL.AW,STATUTORY AND OTHER RESERVED MWIS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR ff;•11F,RS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJHCF, Ok FOR THE COMPLRT1ON OF THIS PROJECT FOR Omas. Platted: Thus-hy,January l 1,2024-4:12Prn By: ernesto File: L.:\AVGACurrent)obs\F.nclaveslG-003\Working Drawings\A4-1-draftd BuildingSection ....... ... - 1/4 =1 e.f.s. A465 E AA I I I I I I F ANDREW V. ATTIC GIAMBERTONE ASSOCIATES I ARCHITECTS I 62 Elm Street METAL PARAPET GAP I I Huntington, NY 11743 EPDM ROOFING R-50 CONTINUOUS IN51JLATIONN I I I I I I Telephone: (TAPER TOP TO SLOPE 4"/FT,) - 31.3 7.00 0 61, RIGID XP5 OR EQUAL, o I I COORDINATE WITH EPOM MANUF. , _ Fax: 631.367.6636 SUBSTRATE REQUIREMENTS ELEVATOR LOBBY - !,,1 IRM• 10" CONCRETE PLANK 203 2� GiambertoneArchitects.com I I I ► _�- I I T.O. SECOND FLOOR FINISH - I ELEV. +13'-0 1/1 A.F.F. --- - - - - - - ----- --- - - --- ---- - ---- ---- --- ---- --- ---- - . = -- -- — ------- - _ I ALASKAN YELLOW CEDAR "C" AND BETTER GRADE 5HI LE5 5" EXPOSURE 1111 CADDY' CHANNEL TO ROD " DEN 5 THING CLIP-48"o.c. STAGGERED )30# BUILDING PAPER---� I �" GOLD-ROLLED 16 go CHANNEL / The Enclave s 6" METAL STUD W/FIBERGLASS �" 209a FURRIN6 CHANNEL _ p O MEWS POOL BATH.)- I -METAL RR I NAG CHANNEL CLIP INSULATION(R-13 MIN FOOD PREP. C� I27 I o IN BD. PACK, KALI. OUT TO FAG OF L 56655 Route 25 COLUMNS IO" CONCRETE PLANK W/2" AA TOPPING SLAB I I ( ) 1 FIRST FLOOR FIN15H - I _ _ _ __ Southold New York I�T -ill-= _ _ ... .... .. . ... . ..... .. .. .. : .,..... .... IN 16-003 \—CAPDY' CHANNF-L TO ROD CLIP-48"o.c. 5TA6 GFRED AN ROOM ELEVATOR LOBBY CORRIDOR � KITGHI=N I k GOLD-ROLLED Ib ga CHANNEL I GOS ® I i Goy " 20ga PURRING CHANNEL OI 10 2024 Issued for Building Permit sr METAL FURRING CHANNEL CLIP 02-07-2024 Issued for Bid p g 03-22-2024 Rev'd. &Issued for Bldg. Permit RUB-R-WALL 5PRAY-APPLIED — t 05-31-2024 Revd. 8c Issued for Bldg.Permit MEMBRANE WATERPROOFING 2" CL05ED CELL EXTRUDED POLY STYRENE FOAM BOARDS CANT STRIP LOWER LEVEL FINISH FLOOR ELEV. -16'-0 1/4" I - - _ . . ... - I - I I I _ -.... __.. .. ._. _................._........ KEYWAY W/HYDROPHILIC BUTYL MTEF15TOP 12xe POURED CONCRETE FOOTING -- — - — _...... _. ...... .. . . .... ......._.. ....... ._ s, 1 Section A4.6 SCALE: 1/4" = 1'-0" _ STORAGE ELEVATOR LOBBY a � � MEETING RM. ___.._.._._..... ..-._ .. . ...... ......... _ .. ....... . . ... .. ........... ............ 206 T.O. SECOND FLOOR FINISH -� 'CADDY' CHANNEL TO ROD CLIP-48"o.c. STAGGERED I IN GOLD-ROLLED 16 go CHANNEL / ;+ v °�C 209a FURRING CHANNEL `; I I I I I METAL FURRING CHANNEL CLIP ' ELEVATOR WOP�N'S POOL BATH Y — FOOD PREF. 139 12 7 " GYP.BD. � Flo GOI� PLANK W/2' I I TOPPING 5 FIRST FLOOR FINISH _ I - -ELEV. +O'-0' (320) - - - - - issued for Buildina Permit © 2024 AVGA 7711E COPYRIGHT DRAWINGS,SPECIFICNI10NS, AND OTHER DOCUMI;N'TS PREPARED BY ANDREW V.GIAMBERTONF.AND ASSOCIATES,ARCHITECT'S,P.C. ;WGA)FOR THIS PROJECI",ARE INSTRUMENTS OF AVGA. THESE DOCUMENS :IRE SWCES FOR T HE USE SOLFJ:Y WITH RESPECT TO THIS PROJECT.UNLESS 017HE"W. PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESI: DOCUM1-\M AND SHALJ,RETAIN ALL COMMONLAW,STATUTORY AND OTHER X-ESERYED RIGHTS THAT THESE DOCUMENTS SHALI. NOT BE USED BY THE OWNER,OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS 'GADI7 "CHANNEL TO ROD j I90JW7, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. CLIP-48"o.c. 5TA66ERED C._.._..:.... ._.__... .:............ ...- M................... . ......_..... ._._..._..... I " GOLD-ROLLED Ib go CHANNEL I p KITGFIEN Piottul: Thursday,May 30,2024-10:02am By: Ernesto GO7 He: L-\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A4-1.dwg J"20ga FURRING CHANNEL �t - _.... ............... ..... Z16' METAL FURRING CHANNEL CLIP =� ELEVATOR LOBBY CORRIDOR o` g Buildin Section - I f I i �LorII LEVEL FIN15H FLOOR ._._..— _::.....___ ._ ...:...........__-......... _ ._. { ELEV.-16'-0 1/40 - -a. 1/4 11=11-011 C.f.s. 2 Section .6 sCALE : I/4" = V-0" _ A4406 - s\`7+ Z . 3 "7 36 ,ala EPDM ROOFING, RUN EPDM UNDER PARAPET COPING R-50 CONTINUOUS INSULATION (TAPER TOP TO SLOPE 4"/FT) 6" RIGID XP5 OR EQUAL, COORDINATE WITH EPDM MANUF. SUBSTRATE REQUIREMENT5 IO" T STRIP PLANK ANDREW V • CANT STRIP METAL PARAPET GAP 4 W/KYNAR FINISH I ( I A8.1 GIAMBE]LIXTONE ASSOCIATES --------------- * ARCHITECTS 6 METAL STUDS W/ b" METAL 5TUDS W/ I: FIBER6LA55 NSULATION I I FIBERGLA55 INSULATION (R-13 MIND I(R-13 MIN) 62 Elm Street I I I I a . l ' ° ® O Huntington, NY 11743 B�O�GONC.PLANK d ° B.O. GONG. PLANK PROVIDE INFILL F MIN,5 AND IN5ULATION 0 I I Telephone: 631.367.0050 51DF-5 OF STEEL B M I t I W 5TL. BEAM SEE W 5TL. BEAM SEE - - - Fay 631.367.6636 5TRUGT. DWG5. I I 5TRUGT. DW65. -` - - - _� - PROVIDE INFILL FRAMING ROOD G� 1 METAL PARAPET GAP GLASS RAIL 4 5H ON W/KYNAR FINISH I AND INSULATION ( bxb STAINLESS STEEi 6x6 STAIINLE55 STEEL ON `*.. FLANGE AS MANUF.BYiambertoneArchitects.C011� -EPDM ROOFIN6 ALASKAN YELLOW CEDAR NILL BLDG. 5OLUTV6. FLANGE A5 MANUF. BY IALASKAN YELLOW CEDAR -R-30 CONTINUOUS INSULATION "G" AND BETTER 6RADE I 3'-IY2, I I 31-1�211 I : G AND BETTER GRAVE 5HINGLES 5 EXP05URE f NILL BLDG.SOLUTIONS. 5HIN6LE5 5" EXP05URE (TAPER TOP To SLOPE 4"/FT) j 30# BUILDINr, PAPER. - b" RIGID XP5 OR EQUAL, I '.:. EPDM ROOF MEMBRANE EPDM ROOF MEMBRANE COORDINATE WITH EPDM MANUF, 30#Bl11LDl G PA c SYSTEM TO BE IN5TAL1..�D I f SYSTEM TO� INSTALLED " DENSESLA55 SHEATH!N6 SUBSTRATE REQUIREMENTS =� ° DENSEGLA55 SFEAT'HING PER MANUFACTURERS PER MANUFACTURER'S -5/4" PLYWD. 5HEATHIN6 5PEGIFIGATION5. I I SPECIFICATIONS. b" METAL 5 UD !^L' s� b" METAL STUD W/ PITCH TO DRAIN 1/4'PER FT. = PITCH TO DRAIN 1/4" PER FT. 11/2 DEEP, 20 6AZE FIBERGLA55 INSULA710N-/ FIBER6LAS5 IN5 LATION I _� I METAL DECK WOOD DECK TILES ON I � ! WOOD DECK TILES ON (R-13 MIND (R-13 MIN) PEDESTAL SY57EM ' ! PEDESTAL SYSTEM CANT STRIP WOOD TRELLI5 In rn I MANUF. BY ARGHA,TAK I m MANUF. BY ARGHATRAK I j RUN EPDM UP WALL - / - -- -- -8 GMU ! I The Enclaves DUCT WORK CHASE,SEE DUCT WORK CHASE,SEE PACK WALL OUT TO FAGS - _ - -- - _� i * t.` MEGH DN8 5. �" MEGH DA S_ 41t I OF STEEL COLUMN: i I ..• .". 3 6 I I 3 6 PITCH 1/8 /FT PITCH I/4/FT Ii LEAD-COATED METAL I's ! ` �� `a` _- - --- --- 6UTTER PITCH 1/5'/FT STORAC�� i i ROOF TEM GE _ -- --- -_- _- i TO EADI<R� _ + ;- `1 -?-- LEAD-COATED METAL 5 V-3 5 Ro I..e 5 FLASHIN�i T.O.STEEL I -_ -_ - •I Ab.{ ( - RIG(D INSULATION _ j Southold New York 1 I PITCH I/4"fiT W 5TL. BEAM SEE ;, _-- --- -- \I 5TRUGT. DW65. „ l J 1 c r r YV 5TL. BEAM SEE SHEATHING S,L. AN6LE S�.E 5TRUGT. DW65. ( STRUGT. VMS. I I I ( I I I/2" DEEP, 20 GAUGE PROVIDE INFILL I , ' I METAL DECK _ FRAMING AND ; T.O.2nd FLOOR r.F. INSULATION ON BOTH T.O.2nd L00R F.F. T.O. 2n FLOOR F. 1 003 SIDES OF STEEL BEAM ;{ (TERRACE F.F 2" L1NTONE W 1 ° dFc 2" AIR SPACE d <s I 4 i ° DoO...10"O.0o o. a ° .00 o I �00000.o�o�oao::o 0g.000., o r_`, WATEWROOFING . d d � ' MEMBRANE ( 01-20-2024 Issued for Bulldmg Permit -'CADDY' CHANNEL TO ROD '.;" I :f; 1 4" PLYWD. 02-07-2024 Issued for Bid I � CLIP-48"o.c. STAGGERED I •.; �::' . SHEATr!ING :.................. .... . ---�; ,... _. .. ,.. A8.1 I I I REGLET . .. ..........- -•._... '_.. e ..f _ . ...... . 2 - I �" GOLD-ROLLED I } 03 22 2024 Rem &Issued or Bldg. Permit .' A8.1 16 go CHANNEL __._.. .. ..:.............. ...::... _ I W 5 BEAM SEE I� -- �E 1Cfi cq_: . ,:c STRU T. DWGS. I 20go FURRING CHANNEL 30 - ........................... .. - - ... .. ._.. - ,; I TREMGO EXOAIR 2 V CONCRETE PLANK PROVIDE INFILL S" CIMRETE PLANK -< W Si BEAM SEE -METAL FURRING CHANNEL CLIP �':••,:' W 5TL. BEAM SEE FRA NG AND 5TRUCT.DW65. -iRSULATION ON BOTH 5TRUGT. DW65. R-50 SPRAY-FOAM SIDES OF STEEL BEAN! I j R-30 SPRAY-FOAM ..• 6" METAL STUD W/ INSULATION, 'SEALEGTI I `' H55 5TL TUBE SEE --....... .......... __....,.. FI$ERGLASS INSULATION 5O0'A5 MANUF. BY DE ILEG >_ D INSULATION, 'SEALEGTION STRUGT.DWGS_ (R-13 MIND - - 500'A5 MANUF. BY DEMILEG - - _...:.......... ... t _ EXOAIR 230 WATERPROOFING MEMB NE W 5Ti..BEAM SEE 5TRUGT. DWG5_ 5/S" GYP. BD. e e "DEN5EGLA55 5HEA ING FIBERGLASS IN5ULATIO b METAL STUD A/ \ _ 13 MIN) III .,., (MORTAR MESH � I., __... .... ---_..... .. . t i RUBBLE STONE -- I , I ; Q 1 N - - 1 ` T I OUTDOOR DINING e . 5W 5TA�IR DINING o DINING _.,_... . . LA55RAIL SHOE N 6 d O bx6 STAINLESS STEEL MANSE AS MANUF. BY - w t NILL EW&. SOLUTIONS. ❑ 10" CONCRETE PLANK W/ 2" Ltt�TONE WITH -� 100 CONCRETE PLANK 2 TOPPING SLAB 2" AIRSPACE rai; 10" CONCRETE PLONK I TRL1rICA �COAIR 230 '' ��++ WI 2" TOPPING SLAB C�0R0 �'IN 9�! �3 W/2" TOPPING SLAB j I " _ . 2 AB e T.O.15T FLOOR F.F. T.O.I5T FLOOR FT-. T.O.IST FLOOR F.F. T.O. FLOOR F.F. " TOP?I�t6 5L 1 11 1 f I " f 1 " I I " I) ELEV. +o-O (1=L. +32.0) ELEV. +O-O (EL.+32.0),� B EV. +O-O (EL. +32.0) ELEV. +O-o (EL..+32.0 x: f'f. • , I°� Issue or Building Permit CEMENTITIOUS +\ b 7 • • I - PAR6E GOAT r ` f �• O Yi<;�`;f3 •Ciif's COPYRIGHT DRAW:-iGS,SPII,CIPICA'l'IONS, AT\ll O'1'HFR U CIiMI?'v'1'S PRFFPARFD BY ANDREX V-i:fAMUiiR'fONIRANI)ASSOCIA'fP,S,ARCHI`1T•.CTS,P.C. -W 5TL. BEAM SEE -- rAVGA)FORTHISPROJECT RRE INSTRUvfENTS 01 AVGA. T"HF'SF. D(XliMl>NTS _-- _ I _ _ WATER LINE I � ARBSERVICES FOR THftC�SFSOLFLY WITH RF,SPF..C,'rTO TH1S PROJFC-r. UNLESS STRUGT. DWGS. I =III- I I-I I 1 I I j R i3ocuMHERWISEENT PROVIDED, R�'CiA SHALL BF,DEIiViFD THF, AL'"fHOR OF'fFILSF - I - RESERVED R AND SIiA T DETAIN DOCUMENTS 1MONLA L STATUTORY LD YTTHE RFSFRVI' RIGHTS THAT'I'H' DOCUMENTS SHALL NOT BE USED BY THIS � C)lYi'NER, OR OTHERS, � OTHER PROTECTS FOR ADDITIONS 1'0 THIS PR OR FOR THE COMPIXTION Of THIS P I FOR $ ��oted: ,Tharsda�Mares 21 2024-2:2C ROJF,C' � OTHERS. -I II III III I III y pm By: l:mesto i A51 File: L:\AVGA Currents\F.nclaves 16-003\Working Drawings\A5-l.dwg i4 I = I 1=1 I Wall Sections . ' I_.�,filo � I-i � �-CIE_ A Wall Section B Wall Section rC__'� Mall Section D Wall Section I1 _ , II 11 _ 1 11 " _ S_ II - 5.1 SCALE : 3/4 - 1 -0 A5.1 SCALE: 3/4 - 1 -0 .A5.1 SCALE : 3/4 - i 0 A5.1 SCAz.r. : 3/4" = 1'-0" A501 8. a: A ALASKAN YELLOW CEDAR 'r, AND BETTER CLEAR ROOF 5HIN6-7LE5 5 " T.T.W. OVER CEDAR BREATHER OR APPROVED 1-GNJAL,GRACE ICE AND M WATER SHIELD FOR A MIN.OF 24" BEYOND FACE OF EXTERIOR WALL AS PER CODE,ON J" GDX PLYWOOD ROO A82 - !HBATHING W/30# ORGANIC FELT. R-50 BATT INSULATION T.O.5 I ° LEAD-C ATM ° COPPER GUTTERS 4 LEAD R5 SEE A2.5 ANDREW V. PAINTE>�WOOD TRIM t ALA5IGAN YELLOW CEDAR "C" AND I BETTER CLEAR ROOF 5HIN6LES 5 I GIAMBEIVI O N E T.T.W. OVER CEDAR BREATrIER OR _ APPROVED EQUAL,GRACE ICE AND m WATE!Z SHIELD FOR A MIN.OF 24" G STL. BEAM SEE m ASS OCIATE S BEYO!�iD FAGS OF EXTERIOR WALL A5 5TRUGT. DWGS. PER CODE,ON i" GDX PLYIVOOD ROOF � SHEATHING W/I ORGANIC FELT. I W:5TL. BEAM SEE STRUCT. DWG5. R-30 GATT INSULAT N * ARCHITECTS � DRAD TIPEDGE ( 62 Elm Street G. I 2nd FLOOR MEET'6. RM. , 9 i 2nd FLOOR MEET _ �* 14 Huntin-aton, NY 11743 FINIr CEILING FINISH CEILING, 4 5 7 0 I I A8.2 Ab2 A52 — — — — — — — — — — — — — — — — r-- i — — Telephone: 631.367.0050 �o EAD ,� Fax: 631.367.6636 $ LEAD R5 SEE A2.5 I I I I I PAINTS WOOD TRIM STONE GAr' I I I I I GiambertoneArchitects.com TREMCO EXOAIR 110 -- IN 5TL. BEAM SEE --.._ -- Q RUN EPDM ROOFING INT� -�" STRUCT. DW65. A8,1 REGLET AT STONE GAP - ` : `^ ` `' _ I I PROVIDE INFILL FRAMING I �•ft:'' I �r` _ __ _ AND INSULATION . � I STONE GAP a RUN EPDM ROOFING a I a I ALASKAN YELLOW CEDAR I �' I I ('� UNDER STONE GAP `V /AND BETTER GRADE ANDERSENEl 5HINSLE5 5 EXPOSURE A-SERIES METAL L_ I _ TREMGO EXOAIR IID 30# BU LDIN PA R I GLAD WINDOWS ID ' L- `r GMU PARAPET WALL,SEE _ " D I `� STRUCTURAL DA65. I The Enclaves I � I _ #I g" DIENSE6LA5S 5HEATHING - 4:'X4" SCUPPERS, O SEE ROOF PLAN Ca - � b" METAL STUD W/ 2�_�3�4+� EPDM ROOFING -+�I STONE GAP FIBERGLA55 INSULATION - �! CANT STRIP �s-0 CANT STRIP ( s, RUN EPDM ROOFING �o (R-1,3 M!N) P y4 LE/'�D-COATED METAL �- I a _ EPOM ROOFING ` I j' FLASHING -R-50 CONTINUOUS 1\16ULATION y UNDER STONE GAP R-30 00144TINUOU5 INSULATION 1 (TAPER TOP TO SLR "/1 T) E) i RUN METAL GAP INTO , (TAPER TOP TO SLOPE D"/FT) L 5T REGLET b" RIGID XP5 OR Eaj)NL, I ! R-30 CONTINUOUS INSULATION 56655 Route 2 5 MEETING RM. MEETiNr5 RM. b" Ri6ID XP5 OR LOUAL, "' . �'' .' ; P1TGH "/FT / COORDINATE WITH EPPM MANUF. 20 COORDINATE WITH E'D�i MANUF. `-- _-- = 5UB5TRATE REGUIRE'vENT5 I ( I TAPER TOP TO 5L0 " C� 2® SUBSTRATE REGrUIREMENT5 I \ { b" RIGID XP OR EGkJ r. ®ut��old �� York 12 CONCRETE FLANK I ` COORDINATE- WITH MANUF. I L 1 12" CONCRETE PLANK (, —_ I �:. SUBSTRATE REC RI--EM NT5 .r a G STL. BEAM SEE 12" CONCRETE PLANK ° STR+IUST, DWG5. II a - b AL FRAMING • d I I 16-003 2 n d D Id A8.2 RE4LET d -- -- 4 D. 0 o00 000 n o - .o .o 0 0o0 o00 0 0. B.O. CONG. PLAW g d a : P S.O. CONG. PLANK a : ? B.O. GONG.PLA*�C 2" �ME5TONE WITH-> T.O.2nd FLOC>ft F.F. 2" IR SPACE 01-10-2024 Issued for Building Permit TD— MRRAGE F.F) T (TERFZAGELOOR F.F. _ WA PROOFING .. .. . + 0 - 7-2024 Issued for Bid RANE a i W 5TL.BEAM SEE 03-22-2024/R.ev'd. & Issued for Bldg. Permit W 5TL BEAM ' W 5TL BEAM SEE I v d ° ° e a d STRUGT. DWGS. I add STRUCT. DWGS. 5TRUGT. DWG5. I a a q WOOD TRIM 5H THING — PAINTED _. 50# BUILDING PAPER I } I DEN5EGLASS / 5HEATHING — I ANDERSEN E) PROVIDE INFILL A-5ERIE5 METAL I ........ ...... FRAMING, AND GLAD WINDOWS INSULATION I TEMGO EXOAIR 250 I J' DE<5EGLA55 SHEATHING DECORATIVE BRACKET b' METAL STUD YV/ D � -- — — — — FIBER6LA55INSULATION ' :..: A�AL W 5TL. BEAM SEE W 5TL. BEAM SEE 5TRUCT. DWG5. STRUGT. DWGS. MORTAR MESH t ' GLAD YOVOWS ANLIERSEN RUBBLE STONE � _ A-SERIES METAL I I GLAD WINDOWS ALASKAN YELLOW CEDAR a "G" AND BETTER GRADE --- -- 5HINGLE5 5" EXP05URE 50# BUILDING PAPER OI I m O O m O p m DEN5EGLA55 5HEATHING m b" METAL STUD YV FIBER6LA55 INSULATION III (R-13 MINA � ...�_.. _ . . .._ ._ - ....._ . ..._..........,....... El= I 1 � O O O 1 5ERVIGE STATION I FOOD PREP. EVENT RM. I EVENT RM. EVENT RM. — : %rj 126 131 13�1 137 � 13� � ��;.� ��• :x� '.`,°�� STONE PAVERS ON ARDEX BED r ( t : Issued for Building .Permit c0 2024 AVG T.C.1ST FLOOR F.F. I T.O.15T FLOOR F.F. T.O.15T FLOOR FP. T.O.15T FLOOR F.F. I i T.O.15T FLOOR F.F. .... +cT-0' (EL. +32.0'),` ELEV. (EL. +32.0'),� ELEY. +O'-0" (F1 +32A').► ELEV. +O'-0" (E1. +32.0') ELEV. +0'-0" (t.. +32-0'),,. — — rxE cOPYRicxr DR.AWINGs,SPECIFICATIONS, AND <>rFlr.R vocLnniN�< PREPARED BY ANDRFW V.GIAIIBERTONE AND ASSOCIATP.S,ARCHIITCCS,P.0 (AVGA)PORTHISPROJECr,ARE FNSTRUMENTS OF AVGA. THESE. DOCU�AENTll ARE SERVICES FORT Hh:USE SOLELY WITH RESPBCT't0 THIS PROJECT'.tiNLHS! GEI�IENTITIC�15 O'rHI RXX7ISE YROVIDFiD, AVGA SHAM.BE DEEMED THF,AUTHOR OF THE GEMENTITI�U5 PA'�GE GOAT �,01q I I t DOCL'�SENTS AND SHALL RIiTAl� ALL CONLMONL_W,STATUTORY AND OTHEF PARGE T RESIiRVED RIGHTS THAT THESE D(X:U.VENTS SHALL NOT BE USED BY THI �* P ( OR FOR THE (OWD"IR'IONR 01: THIS PROJECT FOR OTHEK OWNER, OR OTHERS, ON OTHER _ ur March r s o e. ] r \ . . . 03\Workingllra . Plotted' Th sday 41 ch 21 2024 2.29pm By: F ne t Fil • ,:\AVGA Current Jobs Encla��cs 16 0 wings\A5 1 dwg J _ Mall Sections - ................ 3/4" — 1'-0 E Wall Section F gall Section ('G Wall Section H gall Section I Wall Section A5.2 SCALE, : 3/4" = 1'-0" A5.2 SCALE: 3/4" = V-0" A5.2 SCALE : 3/4" = 1'-0" A5.2 SCALE: 3/4" = 1'-0"' A5.2 SCALE:3/4" = V-0" A502 VS 1 12 -� 1 1 �. 1 METAL PARAPET GAP -- M ROOFING,RUN EPDM METAL R FIN15H GAP METAL PARAPET GAP �q2 W/KYNAR FINISH EPDUNDER PARAPET COPING EPDM ROOFING,RUN EPDM EPDM ROOFING UNDER PARAPET COPING �-- — I � RHO CONTINUOUS 1N5ULATION I I CANT STRIP (TAPER TOP TO SLOq CANT STRIP " ) 6'RIGID XP5 IT EQUAL, N DREW � T. R-30 CONTINUOUS INSULATION R-30 CONTINUOUS INSULATION COORDINATE WITHRI MANUF \1// (TAPER 70P TO SLOPE "/FT) SUBSTRATE RE� T5 i 6 METAL STUDS W/ (TAPER TOP TO 5LOPE "/FT) ID CONCRETE P b R1GID XP5 OR EQUAL, b" RIGID XPS OR EQUAL, " - < � - COORDINATE WITH EPOM MANUF. FIBERGLASS INSULATION Gii-iMBEIV T5UB5TIRATE REQUIREME-NT5 (R-13 MIND COORDINATE WITH EPDM MAAOJF. b' BTUDS I I STO DRAIN5GR=EN SUBSTRATE TRATE REQUIREMENTS I ; 6' METAL STUDS W/ W STL. BEAM SEE I FIB INSULATION 10"CONCRETE PLAN STAINLE55 STEEL 10"CONCRETE PLANK FIBERGLA55 INSULATION 57RUGT. DWGS. (R-13 N) METAL LATH =� (R-13 MIN.) _� _� & ASSOCIATES J. _ = G PAPER, 5T0 PO STUCCO, i - WERWALL , SCRATCH d BROWN GOAT 5/8" LA55 FIBERGLASS MESH I - - i t i `SHEAT� & � ° ARCHITECTS ° �' e �—FINISH GOAT 30#EE_DEEdS PAPER o• o' o o oeo 0 3O# BUILDING PAPER O' o o° o' o oo°0 0 0 0 o I ° - a B.O. GONG. ROOF PLANK DENSEGLA55 SHEATHING- ° BA. GONG. ROOF PLANK ,� � °° � �. �d � � �e-� • ° �" B.O. Gf.�§G. fZCJOF PLANK — _ 62 Elm Street S STL. BEAM SEE Huntington, NY 11743 STRJGT. DWGS. � 9 PROVIDE INFILL FRAMING W STL. BEAM SEE PROVIDE INFILL FRAMING AND INSULATION 5TRUCT. VMS. AND INSULATION Telephone: 631.367.0050 Fax: 631.367.6636 i I I I GiambertoneArchitects.com =_o. I I I O o - The Enclaves ° I I j I EPDM ROOFING, RUN EPDM ° UNDER PARAPET COPING ELEVATOR LOE35Y = MAIN HALL MAIN HALL R-30 CONTINUOUS INSULATION ®� 2Oq 20�1 (TAPER TOP TO SLOPE 4"/FT) b" RIGID XP5 OR EQUAL, METAL PARAPET GAP I COORDINATE WITH EP17M MANUF. A8 2 W/KYNAR FIN15H SUBSTRATE REQUIREMENTS , EPDM ROOFING, RUN EPDM I i I I 5 6 6 5 5 Route 2 5 �./ 10" CONCRETE PLANK �- - — UNDER PARAPET GOPIN5 i C I METAL PARAPET GAP I I CANT STRIP Southold New York EPDM ROOF1 N6, RUN EPDM W/KYNAR FINISH UNDER PARAPET GOPI NG -R-30 CONTINUOUS INSULATION I R-30 CONTINUOUS INSULATION (TAPER TOP TO SLOPE 4"/FT) - I (TAPER TOP TO SLOPE 4"/FT) 5"RIGID XP5 OR EQUAL, _... _. b" RIGID XP5 OR EQUAL, I � COORDINATE WITH EPDM MANUF. - COORDINATE WITH EPDM MANUF. b" METAL STUD5 W/ 5UB5ERATE REQUIREMENTS FIBERGLA55 INSULATION 10 CONCRETE PLANK (R-13 MIND I 10"CONCRETE PLAN - STO DRAINSGREEN 10" C014ORETE PLANK W/ =TZ= PLANK EW 1 6-o o 3 5TAINLE55 STEEL 2" TOPPING SLAB 3 SLAB METAL PARAPET GAPMETAL METAL LATH _ T W/KYNAR FINISH N 5T0 POWLRINALL STUCCO, T.O.2nd FLOOR IF I T.O.2rrd FLOOR FF. I. .., 'SCRATCH d BROWN GOAT t'y , 5T0 DRAENSGREEN o e d d e c _ .. _. e ° FIdERGLA55 ME ° e STAINLESS STEEL METAL L TH ° ° d ° ° a ° a o -2024 Issued for Building Permit a a -- STO POWERWALL STUCCO, ° Q, I: FINISH GOAT 11T 10 . SCRATCH BROWN GOAT ° ° 0.- 00 0 0 0 0. o ° o a o o ° e o0 B.O. GONG. PLANK ,� BA. GONG.PLANK a — g — o , e . FIBERGLASS MESH � FIN15H COAT N I ! d 30# BUILDING PAPER e 5/8" D1=N5EGLA55 ° SHEATHING _ B.O. GONG. PLANK W 5TL. BEAM SEA ! W 57L. BEAM SEE PROVIDE INFILL FRAMING STRUGT. DW55. ' STR ICT.DWG5. _. ........... I AND INSULATION _...._.... - _ . .. ....... .................... _. .. . . PROVIDE INFILL FRAMING I PROVIDE INFILL FRAMING ! AND INSULATION I i ' ' AND INSULATION STO DRAINSGREEN _ . .. . .__._.::...•m.... . .......... ... ......_:....... _ _ W STL. BEAM SEE I I ... .... . . . 5RUGT. DWG5. 5TAINLE55 5TEE1 -- PROVIDE INFILL FRAMING W STL. BEAM SEE METAL LATH .M SEE i STRJGT. DWGS. 5TO PONERIA I_ STUCCO, 465• AND INSULATION 50RATCH d BROWN GOAT FIBERGLAS5 MESH _:..__........_.._ _. ANDERSEN ANDERSEN I I � � FINISH GOAT I I ANDERSEN A-5ERIE5 METAL A-5ERIE5 METAL A-5ERIE5 METAL GLAD WINDOWS j j GLAD WINDOWS 30# BUILDING PAPER GLAD WINDOWS I ` 55 8" E-{DENSE&LAS5 b" METAL STUD W/ FIBERGLASS INSULATION (R-13 MIN.) I j O O . _ m ct� O O O �co I O O STODRAINSGREETI _ ...,-_._...._._-__._:._.�...._...__-__.._...._...w.._... . ........... .... ........................ .... . 5TAINLE55 STEEL. j METAL LATH 5TO POWERWALL 5TV000, EVENT RM. HALL M-y�(G SCRATCH $ BROWN GOAT EVENT RM. HALL MAIN HALL MAIN HALL, 133 135 FIBERGLA55 MESH FIN15H GOAT 30# BUILDING PAPER ;> `�; �' .s..7 5/8 DEN5E6LA55 �-SHEATHING I I I I (`• Y b" METAL STUD W/ T FIBERGLA55 INSULATION 6" METAL STUD W/ 02 (R-13 MIN) `,FIBERGLAS5 INSULATION �` �-?�, i�c'�}p�flr; 'r 10 CONCRETE PLANK YV -_- 2" TOPPING SLAB WATERPROOFING - MEMBRANE ( ( I - - _-........ ._.__-_.._. ..._.:....... _. .-... " DENSEGLA55 10" CONCRETE PLANK W/ =TE PLANK W/ SHEATHING 2" TOPPING SLAB i SLAB ' I � T.O.15T FLOOR F.F. T.O.15T FLOOR F.F. ! i T.O.IST FLOOR F.F. T.0.15T FLOOR F.F. T.0.15h FLOOR F.F_ Issued far Builclin(� Permit ELFl. +0'-0" (EL. +32.0') ELEV_+O'-O" (EL. +32.0') I F.L>:l/.+O-0 (EL. +32.0),` EL..EV. +O-O (EL. +32.0 J� E1.EY.+O-4 ( L+32.0) -..__............._. .._...................._ Fi ............. —WEEP SREED —WEEP SREED 5RE�D _ SR D O 2024 AVGp f c GEMEN7ITIDUS GEME1�lTITI0U5 ° Gl<MENTITIOUS >. -- ' S - G� 7E TIOIJS PARGE GOAT PARGE GOAT D.*..09 PARGE GOAT ) GEMENTITEOUSP COAT _ .. .. .....° ° IPARGE GOAT — TF�A COPYRIGf{T DRA\iT\GS,SPT CiFTCA1'IONS, At D OTH1iR llOCLiMEN'1S ° ' PREPARED BY ANDREW V.GIA.MBER1'O vP:AND ASSOCIATES,ARCHIT_I:S,P.C. Ci`'GA FOR THIS PRO E(T,ARE IIvSTRCMFNTS OF AVG,1. THESE DOCUMENTS e o0 0 0 0 0 o y' o p o" o c' ' 0�0 0� ' o 0� -? 0 0 0. -' o 0 0 'o 0 0 0 ) J' ° 1 , ° � - }) t A_�SERVICBS I'OR T HH C;SI-SOLF:I,Y WITIi RFSPF:CT TO TIITS PROJH(T.tINLFSS OF THESE -) UMi lS A�JllIDriAIJ.RVTAINIAIT COMMONIAW,STA7lALL BE DULMED THE 1'OR}RAVll Y]T1IR MIP777 — I — — _ — — — — RFMRVRD RIGHTS TIJAT THESE DOCUMENTS SHALL NOT BE USHD BY THE _ ( I I I I I I I I I I—) I I —I I I I I-- I 0 I I I—_ i�PJNi,R, OR OTHERS, ON OTHF1( PROJECTS FOR AllllIT10VS TO THIS MOJE T, OR FOR THE COMPTF..TIO1V OF THIS PROJECT FOR OTHIMS. I f—I i I-11 II 11--I I I {—� — — ; I I - I - — — — — —� 1"�med: Thursday,January 11,2024-424pm By: emesto N I I I II { 1 ( I I I I III-141 I I l--III I I III—III III III III III I I I III I —i 11-1 I I III—i I I—I —III—III—} I I—III- 1 i—III— 17 t—! I ! Re: tz\AVGACurrentjosA\Enclavesl6-003\Working Drawings\A5-1-draft., - i f , Wall Sections 4 Wall Section r1Z'N*al1 Section rL Wall Section M Wall Section ('�N Wall Section A5.3 ALE : 3/4" = 1'-0" A5.3 SCALE:3/4" = 1'-0" A5.3 SCALE :3/4" = 1'-0" A5.3 SCARF.: 3/4" = 1'-0" A503 4' t -7n ,A Y ; ! I A5 3 j STONE GAP I,-4V:2,: TREMGO EXOAIR 110 —I-- I STONE GAP STONE GAP t RUN EPDM ROOFING INTO TREMGO EXOAIR 110 TREMGO EXCAIII 110 RE6LET AT STONE GAP !, I RUN EPDM ROOFING INTO RUN EPOM RDOfiING INTO GMU PARAPET WALL, SEE I REGL ET AT STONE GAP �_ _- RE6LET AT STOIVI=GAP E 5TRUGTURAL DW65. METAL PARAPET GAP I t EPOM ROOFING GMU PARAPET WALL,SEE GMU PARAPET WALL,SEE i EPDM ROOFING 5TRUGTLVAL DW65. STRUCTURAL D ,— , I ANDREW Ve CANT STRIP 1 R-30 CONTINUOUS INSULATfO� A83 EPOM ROOFING EPDM ROOFING RUBBLE 5T NE -R-30 CONTINUOUS INSULATION I (TAPER TOP TO SLOPE 4"/FT) LLL.��JJJ CANT STRIP MORTAR MSHN(TAPER TOP TO SLOPE /FT) b R,G,D XP5 dR J GlAi IBEP TONE b" RIGID XP5 OR EQUAL, �"`- —' — CANT STRIP ::A". COORDINATE WITH EPDM MANUF.I I GODRDINATITH EPDM MA UF. - TREMOO SUBSTRATE QUIREMENTS R-30 GONTINU0�5 INSULATION LIMESTONE CLADDING W/2" AIR R-30 CONTINUOUS INSULATION (TAPER TOP TOIISLOPE 4"/FT) EXOAIR 230 & ASSOCIATES SUBSTRATE REQUIREMENTS _� SPACE AND I �q" SHEATHING (TAPER TOP TO SLOPE 4"/FT) 6"RIGID XPS EQUAL, 10 CONGRE F PLANK DEN-- r 10" CONCRETE PLANK _- COORDINATE GID XP5 OR QEPDM MANUF. SUBSTRATE REQUIRr-MENTSUAL, COORDINATE Vi"EPOM ANUF. .;<.. S!8" LA55 SHEATHING RUE8J STONE I SUBSTRATE REQUIREMENTS 10' GONGRETE ARCHITECTS MO71 RTA�2 MESH _ 10" CONCRETE PLANK ' II _ R3 I- 'i- m-m ' 1.- is : L 5T L. A N SEE 5TRUGT.D TRE EXOAIR 23C �7 Elm Str eet ,� COPPER a DENE6LA55 - - a aFLASHING, IGLET lNTO Huntington, NY 11743 d SHEATHING � e ,4` STONE °d O. GONG. ROGF P ANK0 -`` B.O. GONG.I ROOF PLANK ° a B.O. GONG.ROOF PLANK B.O. GONG. RDOF LANK — — — — — — — — — — - Telephone: 631.367.0050 TREMGO 5TL. BENT PLATE E � STRUG�. DWGS. EXOAIR 230 I ;< Fax: 631.367.6636 r�l REG WT SEE STf�UGT.LET f< W STL. BEAM SEE { W 5Tr L. BEtj SEE WOOD CLADDING W STL. BEAM SEE W 5TL. BEAM <z _ _ DWGS. STRUGT. DWGS. STRUGT. STRUGT. DW65. STRUGT. DWG . I GiambertoneArchitects.com LIME5TONE GLADDIN6 L—f W/2" AIR SPACE AND 1 4" SHEA N6 1 The Enclaves i ANDER5i=P1 � ANDERSEN A--SERIES METAL ! A-5ERIE5 METAL GLAD WINDOWS O( RUBBLE STONE GLAD WINDOWS p v a J MORTAR MESH ' I � � 1 i WATERPROOFING ROO`A #21 ROOM 0 ROOM #40 MEMBRANE 56655 Route 25 250 I I 240 "DENSE6LA55 —b" METAALL STUDY/ Southold, New York FIBERGLASS iNSULATION ! (R-13 MIN) ANDERSEN A-5FRIE5 METAL GLAD WINDOWS 10" OONG5ZTE PLANK 10" CONCRETE PLANK 1 6-O 0 3 W/2" TOPIIN6 SLAB 2 W/ 2" TOPPINGS SLAB 1 II I A5.3 -. .._ A82 01-10-2024 Issue for Building Permit 02-07-2024 Issue`fo,-Bid T.O.2nd FLOOR F.F. T.O.2n� FLOOR F.F. T.O.2nd FLOOR F.F. _ -----___ - ----- -. ---------- T.O.2nd FLOOR F.F. _...03- _._.-.'d.&Issued for r _. — ----�' — — � 1� 03-22-2024 Rev r Bldg.Permit I < d , d a METAL z LIMESTONE FILLER PANEL Y o 0 0 (.:1. 0 o CLADDING W/2" a ANDERN TO — V 4t`iz I AIR SPACE AND JJJJ���� C� MATCH INDOW I SHEATHING --.. __._. ... ............. .. ....... .__.. < .t .. .......... .... ..... ... .... ..... .... ... .. .... _. ....... .... ....PROlJID INFILL . FRAP�IIN�AND TREMGO W 5TL. BEAM SEE W 5TL. STEAM SEE FRAU N N EXOAIR 250 5TR.UGT. DW65. _ _._..... . _ ....- °,"{j:S._f'::c:::ii_Vi'%cr<:.GY.cS:�F5;1..C:.!:ci,C.`:: ,vo: -_- - _- -- - ----- - - '- 5TRUGT. DWG5. _ RE6LET - ( I I W 5TL.BE N4 SEE a 5TRUGT. 5. I o D >1 D m ANDERSEN m m m -- A-5ERIE5 METAL - - - � GLAD WINDOWS ANDERSEN REAR 5TAIR5 A-5MIES METAL 1 FT4-711 WINDOW5 ' '-- ��r 1.4•��...� ,•,,.kip¢ ROOM #1 ROOM #10 ROOM #20 ❑ — —— — — — — — —— —101 LIMES NE CLADDING W/2 j C7 �_110 120 " AJ R SPACE AND , Cottage Wall Section moved to dwg. A2.2c ' _ I A8.3 >1 Issued for Buildimzr Permit ! 10" CONCRETE PLANK I 10" GONGRETE PLANK J _ _ ......... W/2" TOP DIN6 SLAB I W/2" TOPPING SLAB 1 D D j _ © 2024 AVG. THE. COPYRIGHT DRAW;NGS ,SPECIFICNAONS, AND OTHER DOCLWENTI T.O.15T FLOOR_F.F. I T.O.15T FLOOR F.F. T.O.15T FLOOR F.F. T.O.15T FLOOR F.F. PREPARED BY ANDRF:T V.G...-VBT R•ONE.AND ASSOC ATE:S,ARCHITrcls,P.0 ELEV. +0'-0" (El. +32.d') ELEV.+O' " (EL. +32.0') ELEV. +0'-0" �. +32.d') =r I ELEV. +0,-01(EL. +32.d') (AVCiA)FOR THIS PROjEC£.1RF: INSTRUMENTS OF.AVGA. THESE DOCUMFN'I'2 -- — — — --� — ---- iF J - RO,F;C . - - - L ARFSFRVICFSFORTE LiFSCDS TY\VITH RfiSPF(T'1'O THIS P T UNIPS` METAL CLADDING TO -------------- -.__.. _. _..-----------.------- OTHERWISE AIND SHAs RE TAINHALLCOMMONLAW,STATUT STATUTORY AND OTF E • ! MATCH WINDOW FINISH _ I OWNER, OR ari-ILRS,r oN�0THFR PROJECTS FOR ADDITIONS ED O TEII )- __.-- -- A-TIIL:£ DOCUMU'.N'IS SHAN. NOT BE US RESERVED RIGHTS TH NS '1'O THI PRO FCT, OR FOR V-- (Y-WPLETION OF THIS PRO FC T FOR OTHF,R.' J J ).."0. 9 0. ."0. - o b o 0. 1. o a o, o o Plotred: Thursday,.'4f2r;t 21,2024-2:34pm 13y: Iirnesto , -- -- -- -- _ --- - - -- - File: T,:\AVGA Cu-t r--job-\F�nclaves 16-003\Worl~ing Drawings\A5-l.dwg -- -- -- -- C 1I— = --- --- -- --- ---- — ---- -- =1 I I== 11=1_1= 11= I — - =1 I f I — I I I I=1 11=1 _=--- - - - --- ;, I I I—I 1= I I ( =1 I = III III I--I i t=1 1= _ — - --- ! � 11 1 III—III I I I Wall I I--III I I I—IIII Sections „ 3/4" = 1'-C E O Wall Section Wall Section rQ Wall Section Nall Section S Wall Section 115.4 SCALE :3/4 1„ _ , „ „ _ , „ A , „ „ _ , ,. - -0 A5.4 SCALE:3/4 _ 1 0 5.4 SCALE : 3/4 1- 0 A5.4 SCALE : 3/4 - 1 o A5.4 SCALE: 3!4" = 1'-0" e i N 18 19 j ,�. 9:tx �K I 0A5.4 A N D R E W V. GIAMBEIVI I -D '-'ONE IME5TONE CLADDIN6 W/2" AIR A8.4 PAGE AND I " SHEATHING A-0 oCIATES S f � I ARCHITECTS iL :. C(1 I I- I _I (. D.,, � d A d - � • e e ,� 62: Flm Street d — a a = A Q A I D. o Hunt�n ;ton, NY 11743 a0 D. a B.O. GONG. ROOF PLANK izY Telephone: 631.367.0050 Fax: 631.367.6636 _ ( � WOOD CLADDING — W 5TL. BEAM SEE GiambertoneArchitects.com STRUCT. DA65. i I 'a The. Enclaves o _o i + i ROOM #31 I 2M ANDERSEN A-5ERIE5 � 56655 Route 25 6LIDIN6 PATIO DOOR &LASS RAIL d SHOE ON Southold, New York. bxE 5TAdNLE55 STEEL FLANGE AS MANUF, BY NILL BLD6. SOLUTIONS. _. .. EPDM ROOF MEMBRANE 5"5TEM TO BE INSTALLED 4 16-003 PER MANUFAGTURER'5 g 5PEGIFIGATION5. A8.4 A8.4 PITCH TO DRAIN 114" PER FT. — — WOOD DECK TILE5 ON PEDESTAL SYSTEM MANUF. BY ARCHATRAK I .... . .0214.11 ... . . __.... . ...i .. T.O.2nd FLO F.F. 01-10-2024 Issut� t=e�r Buildin Permit u Q .' cz o ,..... ..._.. - ___- I Vic.• ...._.. .-.,._ ...,. ._ - ............. .. ... ... �v rt; "L C 5TL. BEAM SEE I BEYOND EAM I I I 5TRUGT. DW65. W 5TL. BEAM W/ — ANGLE SEE 5TRUG H55 5TL. TUBE SEE I I W 5TL. BEAM DW6S. 5TRUCT. DW65, l BEYOND WOOD CLADDIN6 ANDERSEN A-5ERIE5 6LIDIN6 PATIO DOOR f I I I 2 O , O i ! , O ' ROOM #II -. ..,�_�� n -�,M ' • 5 STONE PAVERS ON 6 A8.4 p�RVEX BED AbA — — I — Issued for Building Permit 0 2024 AVGA T.O.I5T FLOOR P.F. UU ELEV. " i THE COYYRIGtif DRCd7INt2 ,SYECIFICA'I'IONS, AND (Yl'HIiR DOCL'M1iN'IS PREPARED BY ANDR_�4'_CJP NIBERTONE AND ASSOCIA'fFS,ARCHITTCI'S,Y.C. _, I (AVGA)FOR MIS PRQILc--F,A-eF_INSTRUMENTS OF AVGA. THESE DOCUMENTS ° I I ARIiSERVICESFORT}L< SE 4CY..NI,Y WITH RF.SPPCTTO THIS PROJECT. UNLESS cyrHERW1SE. PROVIDED, ATr A SITALL BF.DEEMED TJW AUTHOR OF THESE : I DOCUMENTS AND SM1.1,RF—AIN ALI.COMMONIJ�W,STATUTORY ANDOTFIER RESERVED RIGIFFS Tnk,T!!S DOCUMENTS SHAM, NOT BE USED BY THIS OWNER, OR OTHOLS, OIL OTHER PRO]ECl'S FOR ADDITIONS TO THIS n . PROI OR lOR {siE ( TviPI.F.TTON Of THIS P J 'C FOR OTHhRS. O E O O O O O O O I •, «.. ,• Plotted: Thursdayjzmm p?1,2024-4:26pm By: emesto File: L:\AVGA Cumve J<i(ns1F'snclaves 16-003\Working Drawings\A5,1-draft.d I —III III—III — — — — wau Sections . . 1 _011 (' T Wall Section MEMO A5.5 SCALE : 3/4" = V-0" A6.1 24� - V. I • `� _. - - �.- d - _._., __ __ ,_—_:� ._ _...—.-_j,.. e n•, � )�J, Xu ` - .d •ram 'e`�`a`,M1..;y. :. u.'.n :,1 J:.' s �,&� '::�.r r"t;�ha,,.'k'�,3�af��i .I t'�- i,:u.'!" rr;ri 'b 1 m 2 T® I A. It s tr. - - o 00. .00000 000c j to A6.1 i' SOUTH-E N5T 5TAI �� _ Ismna�.ls , 4Al x: = jANDREW GTAIVIBL RT e L C i , s & ASSOCIAI \ -- V, f ,. , ..... I w It—T T"7 A !"'f / !1!'91'—}'7 - I - 00. . .. -_ .. . o. .000 00000 00000 . ooc 3 South East Stair Plan ARCHITECC A6.1 SCALE: 1/4" = 1'-0" @ Second Floor r 62 Elm Street 5 Huntington, NY 117 --- Tele ---- hone: 631.367.0( :, -- -- -- - -- ----- - - --------- --- -- ------ ---- -- - --- - - - p Fax: 631.367.6636 1:.. - VNG " + It'EA/ I m u m GiambertoneArchitect •I } o _N?l :x 0 ^7 (^' �_..•.� I r,,ts;, O OOOOO. 00 0000. - .0- . .0 OOOOO .00OO -OOCA. ; r. ''.;. q' r _ tz 0 0 I., cr3 I .f4k 2 SOUTH-EA5T 5TAIR `°' 134 �, .' tt if, The Enclave 00 - 0 .F t.. tr -------- -- 56655 Route 2' _O I I n is -'� � - ;_ Southold, New Y I( Y tr Lt, 1/^\' \ / is >S 2 South East Stair Plan 16-003 AM SCALE : 1/4" = 1'-011 @ First Floor 24 r4 _*' East Stair Section A6.1 5 East Stair Section SCALY, /4" - 1 -0" 01-10- 24Issue d for Buding PermitA6.1 A6.1 SCALE: 1/4" - 1 -0 02-07-2024 Issued for Bid f 03-22-2024 Revd. &Issued for Bldg. F 2 05 31 2024 R v &Issued for Bldg. T �_G I. SOUTH-EAST 5TAIR 6'-I 13/q ix + " c0 28 ® A6.1 v .00o- o OOo�o .000. .o. .0000o Q0000 :0000o t - -7 .00000. , E.N F ti.. u e zr. 1 South East Stair Plan r - --- _ t .... --_......... _. 6. 1 SCALE : 1/4" = 1'-0" @Cellar Level 1 _ _ D000OV000001OO000. 000. _ 14'-1 i F:'• , A6.1 A6.1 ER F. IGE(� AKER z o - -40 UP x (h 11J ; r d)IL REAR STAIR * _ =r. z I4f D000. 00 OCQ0000 . LU Issued for Budin Pe 10Ln fo tiJX t. A6.1 LU , y`F TI1F. COMMIT DRAWINGS,SPECIFICATIONS, AND OTHEI � — { PREPARED BY ANDREW V.GIAMIIERTONE AND ASSOCIATES,Al 1 MVGA)POR TIC PROJECT,ARE 1NSTRLr.1kff_NTS OF AVGA. THFSI FEM AAF,SERVICFSfOR THE USE SOLELY WIT{{R1?SPACTTO THIS PR m OTHERWISE MVIDED, AVGA SHALL BE DEEMED THE AUTE (V { DOCUMENTS AND SHALL RETAIN ALI,(-10MMONLAW,STATUTOI ' RFSI:RVED RICkf1S THAT THESE DOCLI!{ENTS SHALL NOT AE t' OWNER, OR OTHERS, ON OTHER PROiE(TS FOR ADDiT r PROJECT, 011 FOR THE. COMPI.I?TION OF TIIIS PROJECT' cx fir' _� Plotted: lirvsday,May 30,2024-2:06orn By: s' Ede• L:\AVGA Current Jobs\Enclave 16 003\W rldng Drawi All � F - VN `4,��� A, - t m J. ;a � REF. EREF Stair 3'-a �'-a" 3'-a s'-a" t " =a Details .. s ._..• / open to below ;^_-__._____ �__ ....... r._. f 6 Rear Stair Plan 7 Rear Stair Plan 8 Rear Stair Plan East Stair Section rio East Stair Section A6.1 SCALE : 1/4" = 1'-0" @Cellar Level A6.1 SCALE: 1/4 - 1-0 @ First Floor A6.1 SCALE : 1/4" = 1'-0" @ Second Floor AJ1SCALE:1/4" = 1'-0" A6.1 SCALE : 1/4" = 1'-0" A6el { l�J `j I I A6,2 t � 4'-44 f„ 4 I DN R 6, 15' EA H Q. n ' ;� 1 .`��,;•YI _ it - 00 00000 . 0000. .o. .000 O0000 .0000. y.a A N D R E W Ve .\., GI—LAMBERTONE ...,.«..M•...«..rw t- t t: ASSOCI ES it tF i t cif *ARCHITECTS 2 South West Stag Plan 0 `F F ' " @ , m :' 62 Elm Street A6.2 SCALE : 1/4" = 1 -0 First Floor � it )000. 00000. 00000 . o0o Huntington, NY 11743 T Telephone: 631.367.0050 4 �, ; ' Fax: 631.367.6636 A6,2 is GiambertoneArchitects.com x\ i►" 41-11 ll 8 m 1 - - - ------ - --- - --- ---- — ---- -- - - i -- \-- -- -- -� -- - - - --- -- - m is .r-- -- --- ------------ ------- - ---- --- -= _ - - - --- i 3 �T _A A6.2 The Enclaves iF. i' Z. ,L A 1 {{ ! 56655 Route 2 Southold, New York rl -`� South West Stair Plan 3 South West Stab Section 4 South West Stair Section A6.2 SCALE' : 1/4" = 1'-0" @ Cellar Level A6.2 SCALE : 1/4" = 1'-0" " — SCALE: 1/4 — 1 0 16-003 01-10-2024Issued for Building Permit 02-07-2024 Issued for Bid 2-2024 Revd. &Issued for Bldg. Permit 00 F N Issued for Building Permit © 2024 AVG? THE. COPYRIGHT DRAWINGS ,SPECIFICA11ONS, AND OTHER DOCUMFNIS PREPARED FY ANDREW V.GI_AMBERTONE AND ASSOCIATES,ARCHITECT,P.C. (AVGA)FORTHIS PROJECT,ARE INS'fR-w-,NTS OIL AVGA. THI-1 DOCUMFNfS ARF,SE.RVIMFORTHF,US?:S41EI.Y WITH RFSPFCTTO THIS PROJECT, UN].ESS OTHERWISE PROVIDED, AVGA SHALL BL DEEMED THE AUTHOR OF THESE', DOCL'MFI 1S AND SHALL RETAIN ALI,COMMONLAW,STATUTORY ANID OTHER RESERVED RIGHTS TIL1T THI-,SEi DOCUMENTS SEIt11.L NOT BF.USED BY THE OWNER, CAR OTFTERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Tlrxsdav,March 21,2024-2:44pm By: Ernesto File: h\AVG:A,Current]obs\Enclaves 16-003\Working Drawings\A6-1-Stairl Stair Details e.f.s. 1! y t l!\ ..». ww�.• - _ G.H. = IOI II !a*: _ P DELL MAN A� AREA _�II .\ �1 all Pi \\ uo e `Q I II - ,I \ - ;I• -- 5 ANDREW Ve j r # Y x GIAMBEIV-PTONE 1A, I I; ASSO CIATES 01 6 j i Y I ' l,+ , 1% h �., � ARC HITS CTS �. a >. � 'x Z:, AR V J\i,� 62 Elm Street r, 1 1 _ Hung gto Y 11743 \ n N G.H. = 101—OIL II _ Telephone: 631.367.0050 ;. _ Fax 631 367 6636 a . Lad iw �•Gr G1 m rt Ar 25 ® 7.7 - E b'a e onehltectscom C DN OPs The Enclaves 1 Elevator A & B Plan - 3 STOPS 2 Elevator C Plan (2) _STOPS 3 Elevator D Plan (3) ST A6.5 SCALE : 1/4" = 1'-0" @First Floor Level A6.5 SCALE : 1/4" = 1'-0" @First Floor Level A6.5 SCALE 1/411 = 1'-0" @ First Floor Level 56655 Route 25 Southold, New York 16-003 �..�� —-- - R REQUIRED ELEV. GLEARANGE _ - 01-10-2024 Issued for Building Permit ® ELEVS. A,B 4 D „ iy I =_ a 0 -31-_ s � 5 20 24 Revd &Issued for Bldg. Permit iy r. 0000. ,0000- tt Lte� is 2_ _ ...._.-. ._. ...... .. ........_._.... ......................................_ C is sS � 1 _' it i_� � ('7 ....... .. . . ................ ..... ... .. STORAGE202 u •Lr - T.O.2NO FLOOR F.F. �y L TD.2ND FLOOR F.F. ,, T.O.2ND FLOOR F.F. Ak y, S. MOO. •D O D O REQUIRED ELEV. G ® ELEV.G iz _y _ .._... O 'r ELEVATOR Aa«B ELEVATOR D — m ELf1/ATOR G i _...,.,.... ...,,... ....., . ._.. .. ._... ., ..... . _,_.,. ... _, _ l, FED t iy �" �. = i.; as y. . ...,._ :... .... ,..,_.,.,,. .. __.._.. _ ....... ,._.,,,.,.... „__.... . ... T.O.IST FLOOR F.F. T D.IST FLOOR F.F. T.0.15T FLOOR F.F. ELEV. +01-0 . +32.0' 0000� . ELEV.+0'-0" +32.0' ELLI/ +o'-0" +32.0' f" q ` it z. .v , O i Issued for Building Permit u I I2F " © 2024 AVGA iz i' tw THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTH1.R DOCUMENT'S PREPARED BY ANDREW V.GIAMI3ERTONF,AND ASSOCIATE, ARCHITECTS,P.C. (AVGA)FOR THIS IS PROJECT,ARF,INSTRUMENTS OF AVGA. TI I}SE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WIT[I RESPECT TO Tl US PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE T.O.LOYVER LEVEL F.F. I DOCUMENTS AND SHALL RETAIN ALLCOM.�fONLAW,STATUTORY AND OTHER TjO.LOY�ER LEVEL F.F. i # RESERVED RIGHTS TT-LAT THESE DOCUMENTS SHALL. NOT BE USED BY THE u OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDPITONS T'O THIS PROJECT, OR FOR THE COMPI-ETION OF THIS PROJECT FOR OTHERS. '. Plotted: Thursday,May 30,2024-10:07am By: Ernesto File: L:\AVGA Current)obs\F,ndaves 16-003\Working Drawings\A6-5-Elevator _ — r' U) A. Eevator 1 Plans & Section i/4' = 1'-011 s. 4 Elevator A & B Section Diagram 5 Elevator D Section Diagram 6 Elevator C Section Diagram m , A6.5 SCALE: 1/4" = 1'-0" A6.5 SCALE: 1/4" = V-0" A6.5 SCALE: 1/4" = 1'-01' A605 t [ ------- ..... l I E F I d O F e u 0 0 0 4 4 d Q 4 Q d L 4 4 Q d L 4 4 4 __ 4 i 1 4 4 0 o O O O O 4 ii l; CONCRETE FLOOR SLAB ABOVE. I CX*rRETE FLOOR SLAB ABOVE'- ; \ Q CONCRETE PLANK ABOVE. METAL STUD SLIP AND j I 4" J-RUNNER TOP AND BOTTOM DE�LEGTION TRACK. 4 a 1/2" 6YPSU+1 WALL BOARD, j I I AT NET LOCATIONS USE j l METAL STUD SLIP AND METAL STUD SLIP AND :I 11 MOISTURE IRES15TANT 6WB. i DEFLEGT70N TRACK. I i DEFLECT}ON TRACK. I 3 5/5" METAL STUD AT 16" oz. i lDED CEILING METAL FRAMED SUSPENDED GEILIN6 I i METAL FRAMED SUSPENDED GEILiNS I METAL FRAMED 5USPENDED METAL FRAMED SUSPENDED i I - 5Y5TEM 5Y5TEM GEILIN6 5Y5TEM = GOLIN6 5Y5TEM I i I ANDREW V9 j 3 1/2" FRICTION FIT SOUND ATTENUATION ED. GIAMBED " ONE BAiT A5 SPECIFIED. t/2' GYPSUM WALL BOARD • d ', I a. 1/2" GYPSUM WALL BOARD 1/2" 6YFWM WALL BOARD i 1/2" r5YP5UM WALL BOARD 1/2" GYPSUM WALL BOARD POURED CONCRETE FOUNDATION WALL & ASSOCIATES 7/t3" METAL HAT CHANNEL S/8" FtREGORE 'X'GYPSUM :, 2 LAYERS 5/5" FIREGORE 'X' 6YP5UM (2) I/2" FIREGODE 'G' GYPSUM WALL BOARD I/2' GYPSUM WALL BOARD WALL BOARD EACH SIDE BOA} 4" J-RUNNER TOP AND BOTTOM 3 5 8" METAL STUD AT I b•o c. 4 lo WALL l a " " 5 I/2" METAL STUD AT 16" oz. 4 d S GMU 5 I/2 METAL STUD AT I6 o.G, I" GYPSUM WALL HOARD SHAFT LINER 3 1/2' FRICTION FIT SOUND ATTENEIATION ® ARCHITECTS 5 1/2'FRICTION FIT SOUND ATTENUATION „ 5 1/2"FRICTION FIT SOUND ATTENUATION 3" FRICTION FIT SOUND ATTENUATION BATT AS SPECIFIED. BATT A5 5PEGIFiED. I 4 BATT AS SPECIFIED. BATT AS SPECIFIED. { 62 Elm Street I Huntington, NY 11743 Q Telephone: 631.367.0050 4 4 Pax: 631.367.6636 a . Q GiambertoneArchitects.com a Q 1/2" GYPSUM WALL BOARD a 5/6" FIRECORE 'X' 6YP5UM 2 LAYERS 5/5" FIREGORE 'X' GYPSUM 1/2" 6YPSUM WALL BOARD, ' AT WI✓T LC>GATIONS USE ' 7/8" METAL HAT CHANNEL WALL HOARD WALL BOARD EACH 51DE (2) 1/2" FIREC.ODE'G' GYPSUM WALL BOARD 1/2' GYPSUM WALL BOARD ; MOISTURE RE515TANT GWB. _ _.__�........... d . 5 1/2"METAL STUD AT 16" oz. --5 1/2" METAL STUD AT 16" oz. 4" GGG METAL Chi 5TUD AT 24" o.G. 3 5/5" METAL STUD AT 16'oz. 3 5/8" MEN-AL STUD AT I6" o.c. 8" GMU I" GYPSUM WALL HOARD SHAFT LINER 3 1/2" FRICTION FIT SOUND A:TENUATION 4 a Q _. Q 3 1/2" FRIGTION FIT SOUND ATTENUATION BATT AS 5PEGIFIED. 5 1/2"FRICTION FIT 5OUND ATTENUATION 5 1/2" FRICTION FIT SOUND ATTENUATION BATT AS SPECIFIED. Q , : BATT AS SPECIFIED. BATT A5 SPECIFIED. 4 {-� POURED CONCRETE FOUNDATION WALL ° ' 1 le Enclaves 4 4 4 56655 Route 25 Q Southold, New York 1/2" GYPSUM WALL BOARD, a AT NET LOCATIONS USE �j 4 MOISTURE RE515TANT 6WB. -`'O 3 5/5" METAL STUD AT 16" oz. 5/5"FIIRECORE 'X' GYPSUM 2 LAYERS 5/&" FIRECORE 'X' GYPSUM (2) 1/2" FiREGODE'G' GYPSUM WALL BOARD 142' GYPS UM WALL BOARD 4 WALL BOARD WALL BOARD EACH 51DE oe Q 3 1/2" FRICTION FIT SOUND ATTENUATION 5 1/2"METAL STUD AT 16" oz. 5 1/2" METAL STUD AT 16" O.G. 4" C60 METAL G-H STUD AT 24" O.G. 3 518" METAL STUD AT 16'Os- a a. BATT AS SPECIFIED. 1/2" GYPSl1M WALL BOARD 01-1 0-2024 1sswd for Building Permit _... 5 1/2" FRICTION FIT SOUND ATTENUATION 3 112" FRICTION FIT 50"ATTENUATION 02-07-2024 Is�ed �c�r Bid POURED CONCRETE FOUNDATION WALL 7!8 METAL HAT CHANNEL GATT AStSPECIF}ED50UND ATTENUATION BATT A5 SPECIFIED. 4" J-RUNNER TOP AND BOTTOM BATT A5 SPECIFIED. 4 8" GMU METAL STUD TRACK. METAL STUD TRACK. FIN15H FLOOR MATERIAL-SEE SCHEDULE. h�TAL STUD TRACK. I 03-22-2024 Re u`d. &Issued for Bldg. Permit 4 FINISH FLOOR MATERIAL-SEE SCHEDULE. FIN15H FLOOR MATERIAL-SEE 50HEDULE. FIN15H FLOOR MATERIAL-SEE SCHEDULE. CONCRETE: TOPPING SLAB CONCRETE TOPPING SLAB FINISH FLOOR MATERIAL-5EE 5G�E. FINISH FLOOR MATERIAL-5EE SCHEDULE. CONCRETE TOPPING 5LA13 CONrR= TOPPING SLAB -... Q CONCRETE PLANK CONCRETE,FLOOR SLAB BELOW. CONCRETE FLOOR SLAB BELOW. CONCRETE PLANK CONCRETE PLANK a _w __. .... .,...... ......_...._..,._ .... . ...... Q ° ° d e ° d e d ° ° d n ° d e ° 'd ° ° e d e e ° ° ° d ° ° e ° a Z1 a a Q a -�1 A a Q a Q a Q a a a Q d a a a Q a L - - -- a a a ' a Q a Q a Q a Q _. .._----- < _......... ...... a Q Q --- - a ° a � a g a a a Q a 2 CMU Partition Wall - TYPE 2 3 Corridor Wall - TYPE 3 4 Partition Wall - TYPE 4 5 Shaft Wall - 'ItYPE 5 Partition Wall - �E 6 4 A7.1.1 SCALE : 1 1/2 - 1-0 A7.1 SCALE : 1 1/2 - 1 0 1 Hour-Rated ��• SCALE : 1 1/2 - 1 0 2 Hour-Rated 1 '�• i SCALE: 1/2 - 1 0 2 Hour-Rated A7.1 SCALE : 1 1/2 - 1 0 1 Concrete Furred Wall - TYPE 1 UL U419 UL U419 UL U415 _ _ - A7.1 SCALE : 1 1/2" = V-0" $oecella Precast, LLC ( 324 Nc.w Brooklyn Read, Berlin, Ncr-•Jerseys 08009 BOCCC a Precast, LLC 324 New Brooklyn Road, Kerlin, New Jersey 08009 Phone: (8S6)767-3861 Fax: (856)767-7228 r'����'4'.1}occellal�rerast..eon� Phone:(856)767-3861 Fax: (856) 767-7.228 ;r�i��.l�occellal�recast.com 1 10" CELLA-CORE TECHNICAL DATA SHEET 12" CELLA-CORE TECHNICAL DATA SHEET FOR 2-HR FIRE RESISTANCE FOR 2-HR, FIRE RESISTANCE _ �: -�: I,:f �is kf !f... - ............. .._......... ._...__.._-__................._...._.. ............_.__.. -._...._... ................_,_. '-A1� VAX E.;>'-•,r i 1 t,, ¢�� ,. - r ,................. _.......__......................... ..1 4 J GEI� F:! 1'z�.� \,N_st_,I_'t i.:.7 ^T ry 1 4`•SV By i✓ \ - _ (,1.1 �<: - • ^�+� 4 4 % �rrsaw4] syl 4 f ` a 4 d 1/2" GYPSUM WALL BOARD,AT NET LOCATIONS USE MOISTURE`. RESISTANT 6WB. - _ I£ ` �,.1' 4 +� q e ,n a ,_-, l'E:i ,� `.:� ' f``,r •„�sl ,I < 1 rr 7` j ) 5�, �f i' ?tJ ) i i i j i 1 t.l s f'. = i ('}E`„ L •JS' I L f '7/8" METAL. HAT CHANNEL + __ -_'- .._ .._. _.__,'._:._,_. _ _.,,._, .. _ ._.___-.___. ,_, ,__ _ , ,,,.,,__ , __'. _w, _.__ _.__._t:. _ : Issued for BuildingPermit .. -_. _,.. �....,.._.__..,_._,.... . .....f _.. i i I n ��' © 2024 AVGA 1:,• : f---- 16 NetArea.......:............................................ 247.99in Net Area...,.......,....................................... 275,34in• THE COPYRKHT DRAWINGS,SPFCIFiCA'J'IONS, AND OTHER DOCUMENTS 4. Q Nominal Wdth........................................... 48 in Nominal Width.........-._...... ..... 48 in, PREPARED BY ANDVEW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. �`-`' ' '* (AVGA)FORT}lEPR "CT,h.�lE INSTRUMENTS OF AVGA. THESE DOCUMENTS POURED CONCRETE FOUNDATION WALL Equivalent Thickness................................ 247.99 in/48 in=5.17 in+2in='7,i lin' Equivalent Thickness.__..-...-_--................. 275.34 in/48 in 5.73�n+2�n-17.73in$ { °�` _._.._.! ARL:SF•RVICFSiDRT} USESOLF,LY WITH RFSPECTTO THIS PROJECT'.UNL}3SS 4 d I DOcumEN-IS,&ND MAIL RF_TAIN ALL COMMONLAW,STATUTORY AND OTHER d �^ 1 F^ ' I.y 1 1_ I OTHERWISE PEOVIMED, AVGA S}IALL BE DEEMED THE AUTHOR OF THESE :+K 2f'.• 2, 2 :�, rn4 Ni: 'f.`li: ;p.E 7".i.7.':.': IFt: 2012, IS: 2L11-",.M1 W 2:t'U: "BLi. 712.2,2.1 RESERVED R1L;FIIS IN AT TrtESE DOC[MENTS SHALL NOT BF.USED BY T}IE > . ,:,•r :: fd'nIR1:ilE 5`E'da'KC4"ii�. OInNER, OR QTIIfBS, D'I�e OTHER PROJECTS FOR AllDITIONS TO THIS �'ii I,IJ d St:tz ':Hk;k'rdt `_....a,h _ --�-- '---- ---_----'= .'.- -"-- PROJECT, OR FOI! THE COMPLN:TION OF THIS PROJECT FOR OTHERS. .:1'ef�_1' Fh f-:�:.r.:;:ar<•... F.�::hJ t-. :rc; i_li`J`.;E� il. .._.. .J. . -._........_-....:.... .......... .... . ; I #.5 1 ... j.^.._I...._....... 4 Plotted: Thulsdap, arch 21,2024 2:50pm B Ernesto A�. E Y• :r, J y n 7•{ It;Eti1 t� n 1 ve orkln Dxawln 7 l Partition a -... --..... .. --' 7.17 in>4,6 in -- --. . _ 7 e.„ I x>. { Fil• L•\AVGA C><.�n ot�s F, c a s 16 003 W n 4:: -...-................................ 4F "Pu'.F-_� t 4 ,:: E;6 ..," .. ..._............__.__........... _....._. i � in>4_ in - f' 2 Pion � ���� 2 Separation cc F 2 z 7 ,., Separation Skl< i"I `.:F' {T ? .t ':. 4.6 ---• Rat :.7 {: 4.6 hrS ra ' 1 Rating _ g _. ..._ - 1 t { vi,, 2 -S 72 .`., !:.(f 4: FE•.�_` i%I zln` - - .. It's; 21 J .,,€t:.\. cta: s.H 1Fi :, !R, ?i`i� ar.•I €t" 2G1E:.,��.. . -._..;• E' �.. N7B;:'_i t'i •.`dC-FS k CK::;., F`f',F._.T`ESFt1":1iF IE.Cts;C?it Fts^ i..f :1 R Tf+iC.t'i"., r:;n .F.0 T :.:r,:..' .i.Jt:rZ,..0: iR Aiv, -.__...__....._...... __.._,_...................._ __._ Partition ^ „ ^ .......... :.>._:r: <.. :rr fn-fr >„Ri; i.. .{' f _ ..........-_- to: `� Jt,i 'i I,;,.-G I l• i.- 'fi,11EJFf1 Ct :R€-f. „ n ry _ _ _ Details I r. t .L'.r•:E :tr- I.� " r 4 t c i I r 1 1.'' G _ 4 x. i.. tr f I- f � ._... ,,. ,.,. ..,,,....,...... ...,c, +:, f , f•,!r .. r :•r, ri .,<\ , 1. 25 '' 1 ;. Ail£ +'., i .. �S."% ;1?� `:') °;:r t'`j i _ . _ �n I ;: As Noted 1 a t:%an... ) J , i .. c fl., v.,, 7 #.0 2.2`, r Furred all CJOL. PIERS TYPE ._ _ __--_--.-_ . _ -- - _- -._ _ --_-(' 1a Concrete W � ; r : 1 . 2 ; I rgl'Y: 't ? 7� r, .( ;°, ,, ! I '..t.'L ..- ;r$.E>`t:.:hrn':(;Fl� ..�(� .t. 3 i w c:: .; I : 1E'I;, �t°E:.ri ;t; {L7a...u. ;`_ !..... A7.1 SCALE . 1 1/2" - 1 -0 :E yr,..,Ll n : r �, ,_,.- . _ .�, .,� ... .� I 1.50 in>0.75 in 1.50 in<1.625 in 1.50 in>0,75 in l 1,50 in< 1,625 in 2 hr Structural Endurance Verify the strength via the Rational Method ;; 2-hr Structural Endurance Verify the strength via the Rational Method Note:Both end point criteria must fVats Both end point criteria must ; Rating per PCi MNL-124-1 Design for Fire l Rating per PCi MNL-124-11 Design for Fire f' g g be checked with the lowest rating I Resistance of Precast/Prestressed Concrete II he decked with the lowest rating t Resistance of Precas#/Prestressed Concrete :: selected as the actual fire rating. I sete^,ted as the actual fire rating. J -- _ ........_............. -'' I d a. e• zi /l 4 - - p 4 - d p b . p d 4 Q d Q 4 p G d °! Q p Q d 4 4. p p Q d 4 p Q � d p 4 Qd p ,. 4 Q p Q d 4- - p A 4 .. 4 J e e' •A E CONCRETE PLANK CONCRETE PLANK ABOVE. CONCRETE PLANK ABOVE. : - :' CONCRETE PLANK AB01/1=. ; METAL STUD SLIP AND . 'i/S" METAL HAT CHANNEL AT I6" o.c. i 7/8" METAL HAT CHANNEL AT I6" o c. E DEFLECTION TRACK. :•a.. 'i ° '':'� I/2" Gl'PF�JM WALL BOARD -� t�TAL STUD SLIP AND �f i 1/2" GYPSUM WALL BOARD D�1.EGTION TRACK METAL STUD SLIP AND •!•• ' . .• METAL STUD SLIP AND # ANDREW Vo DEFLECTION TRACK. METAL FRAMED SUSPENDED CEILING a •. DEFLECTION TRACK. i METAL FRAMED 9USPENDB7 GEILlNG i 5YST EM GIAMBE" "ONE SYSTEM _. __ _ __ . ___ :�.. : :• ASSOCIATES I/2" GYPSUM WALL BOARD, 1/2' GYP9UM WALL BOARD • " AT NET LOCATIONS USE GYP5UM WALL BOARD 1/2" GYPSUM WALL BOARD '- e •: •e •,. ., • ° M0157LRE RESISTANT GWB. 5/5" FIREGORE 9C'GYPSUM' FIRECORE 'X' GYPSUM WALL BOARD 7/5" METAL HAT CHANNEL WALL BOARD ITT * ARCHITECTS LOCATION SIDE TO IZEGERtIE 4" METAL STUD AT 16" O.G. °+ d MOISTURE RESISTANT C 5 I/2" METAL STUD AT 16" o.c. 5 1/2"METAL STUD AT 16" ox_ GONGRETI_ WALL 5 1/2" METAL 57LV AT 16'o.G. 3 I/2" FRICTION FIT 5a1ND ATTENUATION ••d :a . 62 Elm Street GATT AS SPECIFIED. 5 I/2" FRICTION FIT SOUND ATTENUATION 5 1/2"FRlGTION FIT SOUND ATTENUATION 5 iIZ° FRICTION FIT ' ATTENUATION GATT A5 SPECIFIED. d:. BAIT A5 SPECIFIED. BAIT AS SPECIFIED. Huntington, NY 11743 f Telephone: 631-367.0050 e; s . Fax: 631.367.6636 °.. GiambertoneArchitects.com . e < . . ..' ., •.. .' 5/8" F I REGORE•X'GYPSUM •°. I/2" GYPSUM WALL BOARD, WALL BOARD,!'E'T' '_ .... ... ...... ... _ _ „.. •- AT NET LOCATIONS USE LOCATION SIDE TO i2ECEIVE MOISTURE RESISTANT GWB_ MOISTURE RE515TANT GWS. GYPSUM WALL BOARD 1/2" GYPSUM WALL BOARD NOTE: LOCATIONS NOTED AS ". .., SIMILAR ON PLAN RECEIVE FURRING 5/8 FIRECORE X GYPSUM WALL BOARD " 7/8" METAL HAT CHANNEL ON BOTH SIDES OF GONG.)4ALL 5 I/2 METAL STUD AT Ib o.c. 5 I/2" METAL STUD AT ib" o.c• 5 Ir" METAL 571D AT ib'o.c. CONCRETE WALL ° —4" METAL STUD AT 16" o,c. , FRICTION FIT SOUND ATTENUATION ,`Q• : 5 1/2' FRICTION FIT SOUND ATTENUATION 5 1/2." FRICTION FIT SOUN7 ATTENUATION The Enclaves BAIT A5 FRICTION ° ? BATT AS SPECIFIED. BATS AS SPECIFED. • I - 3 1/2" SOUND ATTENUATION BATT A5 - - 5PECIFIED. e - . . . � S6655 Route 25 Southold, New York STEEL COLUMN PER STRUCTURAL PA65. e • 'n f. t 16-003 e °• d;'•: 5/5, FIREGORE • •' I/2" GYPSUM WALL BOARD, WALL BOARD,YET 6 OISTURE RESISTANT GWB. .0I5TURE RESISTANT 2 It AT WET LOCATIONS USE LOCATION 5 TO 1/2" GYP�.�UM WALL BOARD M - - ` 5/5" FIREGORE 'X' GYPSUM WALL BOARD _. . . _._... f d 01 10 20 4lssued for Building Perm' 5 1/2 METAL STUD AT I6 o.c. 511. METAL STUD AT 16 o.c. _ " 5 I/2" METAL STUD AT 16" o.e. , • " 02 07 2024 Issued or Bi 4 METAL 5TUD AT I6 o.e. ` _ _ g Permit in,GYPSUM WALL BOARD :' I 03 22 2f?24 Revd 8t Issued for I31d . 3 1/2" FRICTION FIT SOUND ATTENUATION ND ATTENUATION B,ATT AS SPECIFIED. ATTENUATION �. BATT AS SPECIFIED. 5 I/2" FRICTION FIT SOUND ATTENUATION '1/8" METAL HAT CHANNEL •" a ; = . . 5 I/2"FRICTION FIT SOU 5 i/2" FRICTION FIT SOUND ,____....._�:. .,-...._.....m...,., .. __ . . BAIT A5 SPECIFIED. 9' ' BATT AS SPECIFIED METAL STUD TRACK. CONCRETE WALL d ,- METAL STUD TRACK. METAL STUD TRACK. METAL 5TU12 TRACK. ° FINISH FLOOR MATS=RIAL-SEE SCHEDULE, FINISH FLOOR MATERIAL-SEE SCHEDULE. . .. _ • FINISH FLOOR MATERIAL SEE 5G4�DU FINISH FLOOR MATERIAL LEE SCHEDULE CONCRETE TOPPING SLAB GONGRI=TE TOPPING SLAB .. • GONGR= FLOOR SLAB BELOW. SLAB . GON!,RETE FLOOR SLA8ILOW CONCRETE PLANK CONGRET E PLANK ., e ,e. o` ° a a a a d e a.. n ° . d p _ Q d /t . a p p p d - - •a, Q p d a p p d d p ZI p ZI A a a • a • • • ' PE 8 ("' 3 Concrete Furred Wall - TYPE 9 4 Concrete Furred Wall - TYPE 10 5 Concrete Furred Wall - TYPE 11 1 Bedroom Partition Wall - TYPE 7 2 Bedroom Partition Wall - TY - A 1 2 SCALE: 1 1/2" = V-0" A7.2 SCALE : 1 1/2" = 1'-0" 2 Hour-Rated A7.2 SCALE: -0" ( .2 SCALE : 1 1/2" = 1'-0" ,� _ �, Hour-Rated Non-Rated Hour-Rated A7.2 SCALE: 1 1/2 1 0 1 Hour-Rated 1 Hour Ra UL U419 UL U419 \ ' a ryryI I Q� IN \T I Jj, 01 0,904 \t. . l Issued for Building Permit © 2024 AVGA i. ... ._.._�_._:........_-.._..._.-.-__............_____... ............. ...... .......... .... .. .............. (7iE COPYRIGHT DRAWINGS ,SPECIFICATIONS, AND O`I•HF,R DC>CU MNTS € PREPARED BY k1;DREW V.GUMBERTONE AND ASSOCIATES,ARCHTI'E("TS,P.C. (AVGA)FOR TIUSP9OJECT,ARE INSTRUMENTS OF AVGA. TIIESE DOCUMENTS ARF SERVICES MIT HE USE SO[ELY WITH RESPECT TO THIS PROJECT.UNLESS OTPFRWISE PRO F-D, AVGA SHALL BE DEF\ifiD THE AUTHOR OF THESE DO(l MEN7 S AN. rd SHALL RETA\ ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OTN'ER, OR OTHERS , ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FM THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted-- Thur,*,March 21,2024-2:51pm By: Emesto i Pic L\AVGA(,t=ent Jobs\Fnelaves 16-003\Working Drawings\A7-1-Partit _3 Partition Details As Noted . e.f.s. A792 36 36 METAL PARAPET GAP --- - METAL PARAPET GAP W/KYNAR FINISH -- W/KYNAR FINISH 50 4u CANT STRIP GANT STRIP _ 'y EPDM ROOFING, RUN EPDM , .:. EPDM ROOFING,RUN EPDM UNDER PARAPET COPING GLASS RAIL d SHOE ON r UNDER PARAPET COPING PITCH PITCH bxb 5TAINLE55 STEEL K. -- R-50 CONTINUOUS INSULATION --_...:-._ -- --- R-50 CONTINUOUS INSULATION ----- - - _ LANCE A5 MANUF BY --. MILL BLDG. SOLUTIONS (TAPER TOP TO SLOPE �"/FT) (TAPER TOP TO SLOPE 4"/FT) - 5" RIGID XP5 OR EQUAL, S RIGID XPS OR EQUAL, I ti .I - COORDINATE WITH EPDM MANUF. i COORDINATE WITH EPDM MANUF. SUBSTRATE REGUIREMENT5 SUBSTRATE REGUIREMENT5 10" CONCRETE PLANK I 10" CONCRETE PLANK I "; .I 77 I _. . . - - _ i I I - _ t- I I - , t r - i b METAL STUDS I FIBERGLASS i- INSULATION -13 MI , L I N N I I / T.O. GONG.PLANK T.O. GONG. PLANK ELEV. +21'-II 7/8" A.F.F. I E1..E1/.+21'-II 7/8" A.F.F. ANDREW � T ° d i • G I MB ER.TO N E I - - I o a - - I o - METAL PARAPET GAP - Nt/KYNAR FINISH - I �r i i -- I 1 . B.O. GONG.PLANK 4. S.O. GONG. PLANK ASSOCIATES ELEV. +21'-! 7/8" A.F.F. E!_EV. +21'-I 7/5" A.F.F. 5TO DRAIN5GREEN + I 1 � PROVIDE INFILL FRAMING 5TAINLE55 STEEL METAL LATH L__-_ __J AND INSULATION 1 ARCHITECTS 5TO POWERWAL.L 570000, ' TR tGO EXOAIR 230 PROVIDE INFILL FRAMING AND i' INSULATION ON BOTH SIDES OF W 5TL.BEAM SEE a SCRATCH 4 $ROWN GOAT 5TEEL BEAM STRUGT. DWGS. 8" EMU,SEE STRUGT. DWG5. ,. I W 5TL. BEAM SEE -- --- - - --_ -- FIBERGLAS5 MESH -' - -.- - __-- 5J8" DENSEGLASS SHEATHIN5 ALASKAN YELLOW CEDAR "G" AND BETTER GRADE r, ' ALASKAN YELLOW CEDAR FINISH GOAT i b'METAL STUD WJ FIBERGLASS W 5T;. BEAM SEE 5TRUGT. DWG5. G AND BETTER GRADE 62 Elm Street SHINGLES 5 EXPOSURE 5HINGLE5 5 EXPOSURE I I n ' ! INSULATION (R-13 MINA 1 Huntington, NY 11743 30#BUILDING PAPER a I II 30#MI G PAPER I � `•� i ; MORTAR MESH Q i , II , 3 1 i O# BUILDING , N S ,.D NG PAPER i DE SEGLA 5 f�B E STONE DENSEGLA55 L 5O SHEATHING - SHE SHEATHING ( LEAD-COATED METAL Telephone. 631.367.0050 b" METAL STUD W/ �, .. EPDM ROOF MEMBRANE SYSTEM i FLASHING FIBERGLASS b'METAL STUD W/ TO BE INSTALLED PER ' FIBERGLASS MANUFACTURER'S SPEGIFIGAT10N5. \ ' m Fax: 631.367.6636 INSULATION (R-13 MINA INSULATION (R-13 MIN) PITCH TO DRAIN 114" PER FT. 5 I I , ` n sJ 8 - 1I I 4 2 10 B/8 WOOD DECK TILES ON ' GiambertoneArchitects.com 5TL. ANGLE SEE STRUGT. DWG5. PEDESTAL SYSTEM MANUF. ; 2 ' I LEAD-COATED METAL 1 Detail ( 4 '�Detail BY ARGHATRAK GUtTi=R, PITCH 1/8"/FT TO i LEADERS � , A8.1 SCALE. : 1 1/2" = 1'-0" A8.1 SCALE 1 1/2" = 1' 0" LEAD-COATED METAL _ T.O._2nd FLR. F.F. r -_ FLASHING PITCH ELEV. +13'-0 I/4" AFF. EET• __ : _ 15/411 2" LIMESTONEWITI?2" AIR EPDM ROOFING, RUN EPDM SPACE UP WAIL --- - • - - •d .. R-50 C ONTINJOU5 INSULATION '. = TREMGO EXOAIR 230 _ . 5" RIGID TOP TO SLOPE "/FT) The Enclaves 5" RIGID XP5 OR EC�:JAL, - - , s• - ---- I I/4" PLYYt✓. Sf41=AT�ffNG COORDINATE WITH EPDM MA,NUF. ` - 5/8" SHEETROGK SIJBSTF;ATE REC�U IREMENTS- -- T c o o a o 0 0 0 0 0 0 0 " d W 5TL. BEAM SEE S?RI',T. DWGS. " PLYWD. SHEATHING- 2" OFFING SLAB SL_ d 1 12 DEEP,20 GAUGE i B.O. GON PLAh7� 10" CONCRETE PLANK _ T.O. 2nd FLR. F.F. W 5TL. BEAM BEYOND _ 6" METAL STUDS W/ I ,/2 L>IWEP 20 GAUGL FIBERGLA55 INSULATION METAL DECK -- ' - - ELEV. +,V-0 1/4" A.F.F. 51 5Tf'JJC.T. DWGS. - (R-13 MIN.) PACK WALL 5665� route 25 TO FACE OF STEEL C..DLUMN- ------'' . � o � � . o n v � B.O. C.UNG. PLANK - = ' -_ ELEV. +12'-8" A.F.F. 71 Southold, Near York STEEL - d ELEV. +15'-2" A.F.F. 411 p 4 zi d � � B. NG K O. GO . PLAN .. . ,.....,.. ..,..•::....,,:.. -_- - • ELEV.+I1'-10" A.F.F. W 5TL, BEAM SEE STRUGT. DWG5. 4,1 -'CADDY' CHANNEL. TO ROD =" f CLIP-48"oz. 5T/.GGERED HSS 5TL. TUBE SEE STRUGT. DWG5. f n� -o®3 • W 5TL. BEAM SEE _ .� 5TL. ANGLE SEE -1 1/21, GOLD-ROLLED 8" GMU, SEE 5TRUGT. DW65. :• STRUCT. DWG5. 1,_•{ 5TRJGT. DWG5. Ib go CHANNEL ALASKAN YELLOW CEDAR 7/5" 209a FURRING CHANNEL `' "G"AND BETTER GRADE 3 n I 4-4 8 -.. ..... _. SHINGLES 5" EXPOSURE I 01-10-2024 Issued for Building Permit METAL FURRING .: a .. .... _., CHANNEL CLIP ' 30# BUILDING PAPER 02-07-2024 Issued for Bid DENSEGLASS i 03-22-2024 Revd. &Issued for Bldg.Permit SHEATHING I: ' b' METAL STUD W/ gK T.O. 2nd FLR. F.F. _ . ,' FIBERGLASS _- . ELEV. +13'-0 1/4" A.F.F. I INSULATION (R-13 MIN) 5/8" SHEETROGK 7 Detail _..., A8.1 SCALE : 1 1/2" = 1'-0" ..- _ .•.• _ ,.._..._ ._.. ___"_.,..... _, _. _ _. . . 5 Detail A8.1 SCALE : 1 1/2" = 1'-0" _. . GLASS RAIL 4 SHOE ON 1 Detail bxb 5TAINLE55 STEEL .A8Q FLANGE AS MANUF. BY .. ". .. ,.._.._.. .,. _."..... ...... . . .1 SCALE: 1 1/2" = 1'-0" NILL BLDG. SOLUTIONS. 35/p f ,.( 811 3/_1�/211 i 411 METAL PARAPET GAP37 [ W/KYNAR FINISH EPDM ROOFING,RUN EPDM t�8" 3,1 I'-73/411 �5/8" METAL PARAPET GAP UNDER PARAPET COPING W/KYNAR F I N15H R-30 CONTINUOUS INSULATION PITCH , (TAPER TOP TO SLOPE 1/FT) - - -.. . - -- 5T0 DRAINSGRELPI C-� Qj - -- I _._.... ... ...... . 5" RIGID XP5 OR EQUAL, STAINLESS STEEL METAL LATH COORDINATE WITH EPDM MANUF. - _ ' I.' ALASKf;?V Y�.l..OW CEDAR 'G" AND STO POWERWALL STUCCO, T.T.W. OVER CEDAR BTU ATHER OR SUBSTRATE REG2UIREMENTS I SETTER GLE,AR ROOF 51•I{NGLES 5 " " PLYWD. SHEATHING 50RATCH $ BROWN GOAT APPROS�" 2UAL, GRACE ICE AND -b" METAL STUDS W/ FIBERGLASS MESH - - -- - - - -' -- - - - -- WATER �2IIED FOR A MIN. OF 24" I I/2" DEEP,20 GAUGE BEYOND FA E OF EXTERIOR WALL A5 {' `� - PER C,=E,474 q" GDX PLYWOOD ROOF E °"'`� a METAL DECK FIBERGLASS % INSULATION (R-13 MIN.) m FINISH GOAT WD. TRELLIS • - SHEATi•f':'�IG3'I�'30# ORGANIC FELT. skfk -' `` •' ,•:•+'.,,, -'`'%;.•�.� - - - -' BEAM METAL TRUE`, i"• .. i1 J ft i 30# BUILDING PAPER I m SEE ST'�JGT. DWG5. I _ EPDM ROOF MEMBRANE SYSTEM R-50 BATT i'WLATICk4 �t TO BE INSTALLED PER m _ I WOOD ._.,�OG�ING ;>i`'-' .. T i AS �O`D. h . I , T.O. STEEL cV MANUFACTURER 5 SPEGIFIGATIONS. ! ' � ! I• •w•:`"- L��,• - .�`- i ELEV. +15'-2" A.F.F. PITCH TO DRAIN 1/4" PER FT. , , WOOD DECK TILES ON LEAD-COATED • -W 5TL. BEAM SEE _ GOPPB2 DRIP EDGE GLA55 RAIL d SHOE ON -'CADDY' CHANNEL TO ROD STRUGT. DWG5. � BY ARG ATRAK M MANUF. _ GLI P-48"o.c. STAGGERED - + bxb STAINLESS STEEL LINE OF M. TRELLIS TA• PLATE Issued for Buildin Permit 1 1/2" GOLD-ROLLED ` 1 NILL BLDG. SOLUTIONS.FLANGE AS MANX. - El EV. +25'-0 7/8" A.F.F. BEAM BEYOND Ib go CHANNEL - - T.O. 2nd FLR F.F. V © 2024 AVGA' -PROVIDE INFILL FRAMING AND 7/8" 20 go FURRING CHANNEL 1 +19'-0 1J4" A.F.F. 14'-Oy2" FROM "P" GRID LINE o _ ... . _. .. 9 INSULATION ON BO H SIDES OF � THE COPYRIGHT' DRAWINGS ,SPECIFICA'TIONS, AND (rrHEx DOCUMFN�IS PREPARED BY ANDREW V.UAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. METAL FURRING ������ iO7�" t. , (.AVG,-l)1'ORTIUSPROJECT,AiL4 INSTRUMENTS OF AVGA. T(IFSF. DOCUMENTS I _ STEEL BEAM CHANNEL CLIP \ SE .. . -ALASKAN YELLOW CEDAR IO" GONG ARE SERVICES FORT HF USE S<i'EI Y\t9TH RESPb'CTTO 7(l+S PROJECT UNLESS I I-)._ . .., � ._- _._ _-_--__ _------_--- - --__.--- - '--_� - ----------_-._.__ ._ " ,,�/ _ CYtF[ERWISE PROVIDED, AVGA SHALL BE DIiEMEll TFIE AUTHOR OI''fHESG (V "G" AND BETTER GRADE -' 3 B.O. GONG.PLANK W/2 TOPPING SLAB T4�� DOCUMENTS AND SHALL RHTAI.N ALLCOMMONLAW,STATUTORY ANDOTHER SHINGLES 5 rXPC)SURE �+ ELEV. t12'-5 I/2" A.F1. a3/4.. RESERVED RIGHTS THAT THESE DOCUMENTS SHAIL NOT BE USED BY THE I OWNER, OR OTHERS, ON OTHER PROJL'CIS FOR ADDITIONS TO THIS I - T.O. Ist FLR F.F. 11u 4" i PROJECT, OR FOR THE COMPI.ET101 OF THIS PROJECT FOR OTHBILS. Q ELEV. +52 30 BUILDING PAPER +O'-0' ( !- O') ; .-...- ,. Ernesto d *2050 WD. Plo .,,� Thursda),'�f rch 1,�(l24 2 57pm Bp: DENSEGLA55 d : _ �:•::::; 2" LIMESTONE WITH 2" AIR I; File: T.:\AVGA Current.Jobs\finclaves 16-003\Working llrau�ngs\A8-1.dwg i MOLLVINS P _.. -, SHEATHING d ° - B_O. GONG.PLANK - SPACE O•NC I o 0 0. o c o I TPZMG0 EXOAIR 2_,..0 M INS'PAINTED 8" CONCRETE PLANK 5" LEAD-COATED COr"ER OJTTERS AND Details - W 5TL. BEAM SEE STW. T. DWG5• 1�AFRS 5, A2 5 R-30 SPRAY-FOAM I W ST? BEAM SEE STRUGT. DWG5. INSULATION, 'SEALEGTIJN 500' AS MANX. BY VD41L.EG ALASKAN YELLOW CEDAR "G" AND P.EnER ' S�a1�IGLES 51 EXPOSURE TREMGO EXOAIR 230 • O# E3UtLDING PAPER ,...., -. .. - z. ,. ' /aR VEN�c5LA55 SHEATHING `-- s Noted 5/8" DENSEGLA55 SHEATHING ; " I I __.., .. ,.._.._........ .......__ -___. . ........ . .. .... 2- v2 " METAL STUD W/FIBERGLASS INSULATION e.f.s, b" METAL 5TUD W/FIBE GLA55 -IB MIN) fNSULATIC)N (R-13 MINA ,I MORTAR MESH 3 Detail 6 Detail 0 Detail 9 Detail p 8.1 SCALE: 1 1/2" = 1'-0" A8.1 SCALE_.: 1 1/2" = 1'-0" A801 4 1 I'4/2° �...,,_... 4''$ 5 r, "ALASKAN YELLOW CEDAR G» AND 8 8 BETTER CLEAR ROOF SHINGLE5 5 " by8" 3f5" , : < T.T.W, OVER CEDAR BREATHER OR APPROVED EQUAL,GRACE ICE AND STONE GAP ( m ' ' WATER SHIELD FOR A MIN. OF 2411 �t STONE GAP BEYOND FACE OF EXTERIOR WALL AS PER CODE,ON J" CDX PLYWOOD ROOF TREMCO EXOAIR 110 RUBBLE STONE _ SHE-ATHIN6 KS # ORGANIC FELT, RUN EPDM ROOFING UNDER �/ = STONE GAP MORTAR MESH __ ROOFING UNDER d v w METAL TRU55 '. TREMGO EXOAIR I10 � �. WATERPROOFING STONE CAF _ R-30 BAIT INSULATION -'--- - - - - - -- --- - - MEMBRANE ' WALL,SEE WOOD BLOCKING AS REQ D. ---------___-- -----_,____-_._.- -- STRUCTURAL DW65 - � GMU PARAPET - LEAD-COATED CANT STRIP STONE GAP _ -� ! r �TTT Z T• COPPER DRIP EDGE EPDM ROOFING EPDM ROOFING,RUN EPDM 1�_1�8» EPDM ROOFING RUN UNDER PARAPET COPING ., ' RUN METAL CAP STONE REGLET INTO ROOFING UNDER STONE GAP x _ GIAMBET) TONE R-30 CONTINUOUS INSULATION - - PITCH CANT STRIP (TAPER TOP TO SLOPE "/FT) _ 4•. I ,.; RIGID xP5 OR EQUAL, - i R-30 CONTINUOUS INSULATION COORDINATE WITH EPDM - r r _ ._` .- (TAPER TOP TO SLOPE /FT) MANUF. SUBSTRATE '. & ASSOCIATES jk T.O. PLATE �'. . :' � - ' � - - - 6 RIGID X75 OR EQUAL, •- < _ ELEV. +2'1-4 5/8 A.F.F. REQUIREMENTS + . COORDINATE WITH EPDM MANUF. e + ° 8 _ 5 I I re'tI5 1112" CONCRETE G STL. BEAM SEE U55�RETE TE PU I RREMENTS�»0 2 4,8 0 4 5TRUCT. DW65. 4 • CANT STRIP , q.. to ARCHITECTS 0 0 , 5" LEAD-COATED 6" METAL FRAMING COPPER GUTTER5 AND _ -r - -' R-50 CONTINUOUS INSULATION • O ! . 5 o FADERS SEE A2.5 , - (TAPER TOP TO SLOPE 8 L /FT t •- - r' o , , _ •t b R161D xPs OR EQUAL, 62 Elm Street fo - 2 LIMESTONE WITH O.W. #2050 WD. I -- -_- - 2" AIR SPACE -;; 1- -,! - COORDINATE WITH EPDM MANUF. SUBSTRATE QUI RE REMENTS MOULDING PAINTED •: Huntington, NY 1 1743 TREMGO EXOAIR 250 = - 4 » n O.W. #2003 WD. \_ _ F-; ' 10 CONCRETE PLANK p� :...: MOULDING PAINTED I I/4" PLYWD. SHEATHING S.O. PLANK '— _� N ELEV. +14'-8" A.F.F. I'A u� 1. . 050 63 367 0 Telephone: TRUGT. DY W 5TL BEAM SEE STRUGT. DWGS. G 5TL. BEAM SEE S �. • d ANDERSEN A-SERIES A 14 Fax: 631.367.6636 METAL GLAD WINDOWS RE6LET 2 ` �.�-� 3Ii1BBLE STOW= Q a ,7�8� �/4„ o o ?MORTAR MESH GiambertoneArchitects.com v d a 000 O� O O T.O. PLATE B.O. PLANK _ ELEV. +13'-8" A.F.P. ELEV.+13'-8" A.F_F. YATERPROOFING �MBRANE - LAS5 • _ BATHING " DENSEG ANDERSEN A-6ERIE5 METAL ANDERSEN A-5ERIE5 METAL ( s 1 Detail GLAD WINDOWS _ GLAD WINDOWS - ^ p a a a 8.2 SCALE', : 1 1/211 = 1'-011 I W STL. BEAM SEE » 5TRUCT. DW65. The Enclaves 13� i � . . a I ck' •�E t W 5TL. AM 5 9 1 � .n IO" GONG. PLANK Y�V2° I STRUGT DWGS. 7 Detail 0 0 0 o c ° o 0 0 0 `• - B.O. PLANK" TOPPING SLAB \ A 8.2 �q p ELEV. 13 8 AFF. I ( A8.2 SCALE: 1 1/2" = V-0" —2-4 —_ - — — ----- ----ANDERSEN A-5ERIE5 METAL GLAD WINDOWS Detail �.5TL. BEAM SEE 56655 Route 25 4 " s `"TLi LINTEL Southold New York T.O. 2nd FLOOR F.F. SCALE: 1 1/2" = 1 -0 �>- ELEV. +13'-0 1/4' A.F.F. CLAD YY`00OW5 RIES METAL ;k aTR 1GT. DWGS. 3 t - a a 1 -`/2 5T0 DRAINSGREEN ANDER5EN A- ERIES STAINLESS STEEL METAL LATH METAL GLAD AINDOWS zi PAINTED WOOD TRIM by8" 103/8° a 4 _ _ STO POWERWALL STUCCO, �BER6LA55BMESH ROM GOAT q _.. FINISH COAT IIZA STONE GAP cri 30# BUILDING PAPER } I d 5/5" DENSE6LA55 SHEATHING I - - - - -- - - - - -_......-202...Issued for Building Permit f ° O1 10 2 4 RUN EPDM ROOFING UNDER WEEP SREED _- , f._... .. ` ` •'• ' ° I OZ 07-2024 Issued or Bid STONE GAP •t PROVIDE INFILL FRAMING ::' � �• :. .-,., I- � .� AND INSULATION ° - - 4 eV d. & Issued for Bldg. Permit TREMGO EXOAIR 110 ll I ._..-.. I�:`_:� :.' ., ._.. _ _- _---- ---...------ - ------ EPDM ROOFING r'10 ea A8.2 SCALE : 1 1/2" = 1'-0" DECORATIVE WOOD -- : - - -- ---' ------ -- - - -- - --- _......_._-..._... -� BRACKET � \ GMU PARAPET WALL,SEE STRUCTURAL DW65. FLOOR F.F. -- W 5TL. BEAM SEE EPDM ROOFING I 5TRUCT. DW65. CANT STRIP a a a a. a _ a a n R-50 CONTINUOUS INSULATION Q _ TOP TO SLOPE 4"/FT) I° a „_._.------- (TAPER 5�81 6y411 �411 btt RIGID XP5 OR EQUAL, • + I __. » COORDINATE WITH EPDM MANUF. e B 2-O 50STRATE REQUIREMENTS 12" CONCRETE PLANKALASKAN YELLON CEDAR "r • •' . d - 4 AND BETTER GRADE SHINGLES 5 1 RUBBLE STONE 0 Q, a o o n '0 0 0 0 0 0 0 EXPOSURE MORTAR MESH t n + ' ► I R-30 CONTINUOUS INSULATION - O# 1N6 PAPER •j' • 8 TREMCO EXOAIR 250 TA PE "/FT) 5/811 DENSE6LA55 SHEATHING bit RIGID _ O_ PLANK _.. _ XP5 OR EQUAL, - • d EX-V. +13'-0 I/4'A.F.F. 6" METAL STUD W/FIBERGLASS INSULATION _ r ° �.00RDINATE WITH EPDM MANUF. (R-13 MIN.) _ - a B.O. PLANK SUBSTRATE REQUIREMENTS o a a i a Q a - ELEV. +14'-8'A.F.F. a ANDER-ca A-5ERIE5 a a a I METAL GLAD WINDOY+G 2 Detail . i . I 10" CONCRETE PLANK � � .....-... ._-_...--._... .......... ._ ... I i ^ p I j SlO.2 SCALE : 1 1/2" = 1'-0" - -. _ _ .................. _... 8 D eta i 0 o A8.2 SCALE: 1 1/2" = V-0" o 0 0 0 0 0 o _ _........ 0 oa 0' 0' 000 coo o - - ........_ B.O. PLANK ELEV. +13'-8'A.F.F.� $. __... .___.. .__.__..:.......... ...---- -__... .,..._... .....•.. .. I~h I 12 11 10" CONCRETE PLANK W 5TL.BEAM SEE _............. . r.... _._.. _-..-_._.._' STRUGT.Dr'1G5. ALASKAN YELLOW CEDAR Mi 5TL.BEAM SEE w..........._... .. ........_. "C" AND BETTER GRADE �I 5TRUGT. DW65. METAL PARAPET GAP SHINGLES 5" EXPOSURE CUSTOM METAL W!KYNAR FINISH PANEL BY WINDOW b" METAL STUD YV FIBERGLASS 8" 411 = MANUF. OR , ' 4,'� 30# BUILDING PAPER INSULATION(R-13 MIN) . WINDOW FINISH. 5/8 DEN5E6LA55 SHEATHING EPDM ROOFING, RUN EPDM PITCH OTHERS TO MATCH UNDER PARAPET COPING __ _ ANDERSEN A-SERIES -----b" METAL 5TUD Y`U FIBERGLASS INSULATION - ---- - --- - n CANT STRIP •:- ,.���: i � �; METAL GLAD WINDOWS (R-13 MIND J #' T.O. Isr FLOOR F.F. R-30 CONTINUOUS INSULATION ELEV. +0'-0" " (EL. +32.09 Y (TAPER TOP TO SLOPE 4/FT) � T:.,. ��1�C',�,�;�-'�• 5 Detail 6 RIGID XPS OR EQUAL, O;y��r';w�, / COORDINATE WITH EPDM MANUF. �'\- = - GEMENTITIOUS A8.2 SCALE: 1 1/2"= 1'-01, sI.BSTRATE REQUIREMENTS I 5T0 SCREEN PARGE GOAT 5TAINLE55 STEEL METAL LATE! b"METAL STUD W/FIBERGLASS IO'CONCRETE PLANK 5TO POWERWALL STUCCO, 1 Detail INSULATION(R-I3 MIN.) SCRATCH 8 BROWN GOAT ISSUe� �Qr Bull �ng Permit 5/8" DENSE6LA55 SHEATHING p FIBERGLASS MESH A8 2 S WATERPROOFING MEMBRANE E`.. SCALE: 1 1/2"= 1'-0" V C r f I FINr6H GOAT O 2024 AVGl� t MORTAR MESH t . , r:'. - : -.; ' 300 BUILDING PAPER THE COPYRIGEtT' IJRA�XINGS,SPECIFICATJONS, AND OTHF,R DOCUMRNTS �-'�-- YEEP HOLES(MIN. 3/I6" DIAM) 5I8" DEN5EGLA55 SHEATHING PREPARED BY ANDREW V.GIAMI3FRTON£AND ASSOC.IATES,ARCHITFrrs,P.C. --- ' AT MAX. 33' O.G. (AVGA)FORIHIS PROJE(T,ARE INSTRUNIENTS OF AVGA. THESE DOCUMENTS S" b" d OTHERWISE PROVIDED, AVGA SHA11,RE DEIi'MED THE AUTHOR OF THESE --- ARF.SHRVE(7-f FOR T HE USE.SOLE'I.Y%WITH RFSPHCT To THIS PROJECT.UNLESS - 'f, LEAD—COATED COPPER FLASHING Q 4 ° a - DOCUMEN-IS AND,SHALL RETAIN AII.COMMONLAW,STATUTORY AND OTHER tj Q r RISERVED RIGHTS THAT THESE, DC)CUMENTS SHAD, NOT DF USED BY THE: T.O. Is I FLOOR F.F.F. �= I I Q OWNER, OR (PIHI;RS, ON OTIEE.R PROJECTS FOR ADDITIONS TO THIS - PROJECT, � FOR THE. COMPLF:f10N OF THIS PROJ1iCT FOR OTHERS. ' It ELEV.+0'-0" (EL. +32.0') N _........ _w_......._.. _. Plotted: T-rsday,March 21,2024-3:05pm By: Ernesto - File: L:\ACt�A Current Jobs\F,nclpves 16-003\Working Drawings\A8-2.dwg cr O 0 o. o ° o o a o oa 13O PLANK ELEV, +13'-8" A.F.F. IV RUB-R-WALL 5PRAY-APPLIED g 3 I MEMBRANE WATERPROOFING FILL AIR SPACE 50LID W 57L. BEAM SEE �-- 2" CLOSED CELL EXTRUDED STWJGT. DWGS. i:� � Details POLY STYRENE FOAM BOARDS ' As Noted e.£s. 3 Detail OQ AN9ER5EN A-SERIES METAL ,......__..___._.__.�.,_..__...._.._._......._....__....__........._........_.....m..... .. _. I, 5j8» GLAD WINDOWS A8.2 SCALE: 1 1/2" = 1'-0" 6 Detail 9 Detail A862 x I A r METAL PARAPET GAP YV KYNAR FINISH b CANT STRIP 8 -EPDM ROOFING,RUN EPDM 8 UNDER PARAPET COPING 3" 3" 1 STONE GAP - _ f y T PER TOP TO SLOPET -- - - TREMGO EXOAIR 110 _ 6" RIGID XP5 OR EQUAL, } COORDINATE WITH EPDM MANUF. 505TRATE REQUIREMENT5 10" CONCRETE PLANK ING UNDER - � : - STONE GAP ANDREW V. - . . RUN EPDM ROOF I• it i : t= GIAMBELi RTC�NE , "'ES OCI ASS 1� , GMU PARAPET WALL SEE s STRUCTURAL DWG5 : EPDM ROOFING •, (� LIMESTONE CLADDING ° Y YVI5HE AIR SPACE AND I f/4° ®ARCHITECTS SHEATHING I .� S ° ! '�6 •� 0 0 ° D ° ° ° ° _ B.O. PLANK 62 Elm Street D . - ' ELEV. +22'-10 I/4" A.F.F. g' +' 4 .. , I I � - 10" CONCRETE PLANK _ Huntington, NY 11743 GATT INSULATION I TREMCO EXOAIR 230 CANT STRIP . ' '.d r Cottage Detail moved to dwg. A2.2c 0 Telephone: 631.367.0050 Ln W 5TL. BEAM SEE REGLET R-50 CONTINUOUS INSULATION _: : r 7 STRUCT. DWG5. _-- '1---_ __.___ (TAPER TOP TO SLOPE 47r-7) Fax: 6 31.3 6 / .6 6 3 6 6" RIGID XP5 OR EQUAL, RUBBLE STONE COORDINATE WITH EPDM MANUF. Q WOOD CLADDING 5055TRATE REQUIREMENTS e MORTAR MESH GiambertoneArchitects.com ANDERSEN A-SERIES 10" CONCRETE PLANK .4 TREMGO EXOAIR 250 �8" METAL GLAD WINDOWS 5/5" DENSEGLA55 13/8 .' SHEATHING _._.__... ..... • .d METAL STUD YV - FiBERGLA55 TIO ( -13 - a INSULATION R Detail MIN) 1 D eta11 INT. EL SE5. Detail . - 5TL LINTEL SEE STRUG A 8.3 SCALL, : 1 1/2" = V-0" ° d d LEAD COATED " - " A8.3 SCALE: 1 1/2 - 1 0 The Enclaves 0-' METAL FLASHING WOOD BLOCKING d n ^ a 0_ - — —- - A5 REO D. B.O. PLANK__ � +22'-10 I/"1 5TL.BENT' PLATE SEE 56655 Route 25 = 5TRX' T. D!^��5. Y1'T SEE STRUGT. DYI Southold, New York -:bit -13/4" W 5TL.BEAM SEE 5TRUGT.DiVGS. ANDIrRSEN A-SERIES YI AIR SPACE AND 1 1/4" IO" CONCRETE PLANK METAL GLAD WINDOWS G A/2" TOPPING SLAB I -TREMCO EXOAIR 250 T.O. 2nd FLOOR F.F._-- ELEV. +13'-O 1/4" A.F.F. IV --REGLET '( ANDERSEN A-SERIES 1 6-®®3 _ I-�y4„ METAL GLAD WINDOAS -- WOOD CLADDING - LIMESTONE CLADDING - 01-10-2024 Issued for Building Permit A/2" AIR SPACE AND 1 1/4" `r 5HEATHING 02-07-2024 Issued for Bid 0 0 0 0 0 B.O. PLANK - 4 Detail • - � 03-22-2024 Rev . &c Issue or Bldg.g. Permit ELEV. +1I-10 A.F.F. BATT INSULATION A 5TL. BEAM SEE ...... TREMCO EXOAIR 250 5TRUGT. DW65. REGLET 7 S 4/8 1 �y4 ANDERSEN A-SERIES -- - - -- - --- - - - - METAL GLAD WINDD'I� 2'-4y2' ANDERSEN A-5ERIE5 METAL GLAD WIND0A5 __. .... . - - - - -- - -- - - - - LIMESTONE CLADDING _._ ... ....... _-__.,._..._ .. _ . ". _... . . .. . KI AIR SPACE AND 1 1/4" _.... _........ SHEATHING I •Oc -- - - -- - TREMGO EXOAIR 250 �� - - - - - 2 Detail - WOOD BLO KING I - G AS REQ'D. A8.3 SCALE : 1 1/2" = 1'-0" •, e. REGLET 0 8" GMU _•.. TREMCO EXOAIR 230 F } r:4 y'`.`• MORTAR MESH 10" CONCRETE PLANK WEEP HOLES (MIN.5/16" DIAMa }e' AT MAX.33" O.G. K TOPPING SLAB 4 T.O. Ist FLOOR F.F___�_ ELEV. +0'-0" (EL. +32.0') '®F' LEAD-COATED COPPER FLASHING k"� i•; .a;;f• s's ,;5 TA. Ist FLOOR F.F. ° ELEV. +o'-O'(EL. +32.07) CUSTOM METAL PANEL TO e' -e MATCH WINDOW FINISH �.. Issued for Building Permit FILL AIR SPACE 50LID .. .. © 2024 AVGt ^` THI; COPYRIGHT' URAtC,'1NGS,SPFCIFICAI'I()NS, AND CYI'HAR I)()CL'T4FNT5 _ -- 6" 4" 4" — — ( PREPARED BY ANDRFW V.GIAMBERTONE AND ASSOCIATFS,ARCHITECTS,PC. �WGA)FOR THISPROJECT,ARE LNST'RUMENTS OF AVGA. nIFSE DOCUMENTi 1 ARF.SFRVICIiSFORTHEUSESOI.F.LY U'ITH RFSPE(I'TO THIS PROjiX tiN1ESS (7I'HERWISE PROVIDED, AVGA SH_'ILL BE DFIi;vIT?D THIi AL"CHOR OF THESE - - I DOCCMENPS AND SHAL(-RETAIN ALL COITMONLAW,STATUTORY AND OTHER i I RESERVE-)RIGHTS THAT TEfESLs DOCUMENTS SHALT. NOT BE USED BY THL OWNS OR OTHI';RS, ON (Y111E.R PROJECTS FOR V)ll1T1ONS TO THIS PROJECr, OR FOR THE COMMETION OF THIS PROJECT FOR OTHERS. Plotted: Thursday,March 21,2024-3:09pm By: Ernesto 1 I _ File: i.:\AVGA Current jobs\14,txlaves 16-003\Working Drawings\A8-3.dwg -- ...... .......... - -- ----- --- -----------—-- ' RJB-R-WALL SPRAY-�PPCIE>T- ( I I I I I J I i I - - I MEMBRANE WATEP.PROOFING -- ----- ---- I I -- I ---- .•.;:. . 2" CLOSED CELL EXTRUDED ,." Details POLY 57YRENE FOAM BOARDS ' tt As Notec e.£s ('3 D etail 5 Detail A8.3 SCALE : 1 1/2" = 1'-0" A8.3 SCALE: 1 1/2" = 1'-0" 893 f METAL PARAPET GAP19 EPDM ROOFING 2" 3/Su 33/gu Lj r RTOPTO5 O J (T RIGID OPT OR EQUAL, COORDINATE WITH EPDM MANUF. _ SUBSTRATE REQUIREMENTS 10" CONCRETE PLANK--� r I 1 t I l- LC 0 r — 1 I i I I , r I r r it t r : ! - 1 , ' f I. r r , r i - I - I r I , r , I r r . 6LA55 RAIL E SHOE ON 6 I A D �•xb LIMESTONE CLADDING a Q I a W2 AIR SPACE AND I I/4 i STAINLESS 5TEr1 FLANGE A5 MANUF. BY NIL BD . SOLUTI OI f o fESHEATHING 4nV 6' GbWBED "jL O 4 O Oa O O O O 0 0 O O O d. O . O 0 - 4 a a a s _ $A. PLANK �� _ 4� — A ELEV. +22' T/4 S i TREMCO EXOAIR 250 Lz I !L I 10" CONCRETE PLANK I TREMGO EXOAIR 110 rX = * .ARCHITECTS BATT INSULATION - T, LEAD COATED COPPER I 5TO DRAINSGREEN r t FLASHING W 5TL. BEAM SEE =- ,_- - -:_ _ --- -- - -_- - - -- - - - -_ - ---- - -- - --- -_ - - - - - 55 STEEL METAL 3/4'X 14" PSL (SEE l 2 1 Street t - LATH 5TAINLE ::. T.O- 2nd FLOOR F.F. ) i STEEL LINTEL SEE ELEV. +13'-10 I/4' A.F.F. STRJJGT. DYVGS. -- -- ( 5TRUC URAL DWGS. 5TO POWERKALL 5T0000, E =N i` NTTHH FINsSHED WOOD. 6 Elm ree METAL STUD CEILING I WOOD GLADDIW5 -- SCRATCH 4 BROWN GOAT , NY 11743 FRAMING,SEE STRUGT. DWG5. — — — -- Huntington, - —' FIBERGLASS MESH � —' WOOD BLOCKING I'-3T/81r I'-I" FINISH COAT I Telephone: 631.367.0050 ANDERSEN A-SERIES METAL LINE OF STEEL BEAM 3/4" 5V2" g/Srr GLIDING PATIO DOOR IN WALL BEYOND ' = EPDM ROOF MEMBRANE I S/8" UP AND OVER PARAPET Fax: 631.367.6636 _ i'DENSEGLASS SHEATHING " DEN5E61LA55 SHEATHING X b'METAL STUD W/ GiambertoneArchitects.com 30#BUILDING PAPER ` FIBERGLASS INSULATION41 I WOOD CLADDING — WEEP SPEED _ WOOD DECK TILES ON t 8a _...__.._.. ........._ 1 Detail Detail PEDE5TAL 5Y5TEM MANUF. A8.4 BY ARCHATRAK A8.4 SCAI,I? : 1 1/2 - 1 0 T.O.. 2nd FLOOR F.F. - A8.4 SCALE : 1 1/2" = 1'-0" - �+13'-10 1/4' A,FF_ — — t - 441 L GLAS5 RAIL SHOE ON bxb } - - _- 8 Trellis Section / Elev. The Enclaves1 5TAINLE55 STEEL FLANGE AS 19 MANUF. BY NILL BLDG. x x 8,4 SCALE : 1 1/2" = V-0" 5OLUTION5. WOOD CLADDING SUPPORTED { EPDM ROOF MEMBRANE BY CUSTOM BRACKET PART S OF 5.5. FLANGE OF GLA55 YSTEM TO BE INSTALLED PER MANUFAe'7URER'S 1'0� 113/Slr 81, II-(/�" RAIL SHOE ATTACHMENT o 0 0 0 0 0 SPEGIFIGATION5. P" ANDERSENA-SERIES PITCH TO DRAIN i/4" PER FT. ----LEAD GOATED GOFPER r C� C GLIDING PATIO DOOR GUT ER PITCH TO LI=ADERS TREMGO EXOAIR 230 FyM �l J J o ute ROO1 MEME? ANI :. .' .. . WOOD DECK TILES ON MORTAR MESH x - :. . :5Y5"EM'TO.S- IN5Ttt1rLEI�. _�'� 4� a PEDESTAL SYSTEM MANUF. X - 1.'. f MA`U AGTURER'a T BY ARGHATRAK T.O. 2nd FLOOR F.F. x � F.T. a 1T SP GIFIGA7ION9.:: WD. POST SEE Southold, New York x PI�GH.ro vR.�AIN•i/4 .PEA I^T' ELEV. +13'-10 I/4" A.F.F. . . . STRUCTURAL DWG5. i' a1 x -- _ R-30 6ONTINUOU5 INSULATION• -- _- X (TAKER TOP TO SLOPE "/FT) p •. - x .: : : :.'. . 6' RIGID XP5 OR EQUAL, X COORDINATE WITH EPDM MANUF p — TPEMGO EXOAIR 110 DEN5EGLAS5 = -, 51.'B5TRATE REQUIREMENT5 SHEATHING LIMESTONE I D W/2" AIR SPACE 1 1/4" LEAD COATED COPPER " - 8 CONCRETE PLANK 30# BUILDING PAPER } 6-0 5HEAT'HING FLASHING WOOD CLADDING d m \ I STEEL LINTEL SEE STRUCTURAL PASS. - - ELEV 1110 A.F.F. :.,... B.O. PLANK ' IS, 1 u "• --- 01 10 Building- -2024 Issued for Building Permit 10" CONCRETE PLANK W/2" TOPPING SLAB BATT INSULATION III - • .. 5TL. ANGLE SEE STRUGT. DWG5. ' W 5TL. BEAM SEE 5TRUCT. DW55. Detail 7 8a Plan -_ ..-� .___ _ _..- . T t A8.4 SCALE: 1 1/2" = 1'-0" A8.4 SCALL: : 1 1/2" = 1'-0" WOOD CEILING 505. ON W 5TL. BEAM BEYOND 5/8" PLYWD.5HEATHIN6 SEE STRUGT. DWG5. H55 5TL. TUBE BEYOND ANDERSEN A-5ERIE5 G 5TL. BEAM SEE STRUGT. DWGS. GLIDING PATIO DOOR WOOD SHUTTER SLIDING PANELS I I LINE OF LEADERS IN 34 MANUF. TO BE DETERMINED TERRACE DIVIDING WALL5 ALA5KAN YELLOW CEDAR 5HINGLES 5" EXPO5URE _._..... 4 50'DEN5EGLA55 5HEATHING I1 30#BUILDING PAPER 6" METAL STUD W/FIBERGLASS _ ......-_ ...... ... ... INSULATION (R-13 MIN) ' _.. H EPDM ROOF MEMBRANE _....-.._... .. 3 Detail 4 Detail SYSTEM TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. A8.4 SCALE : 1 1/2" - 1'-0" 8.4 SCALE : 1 1/2" - 1'-0" PITCH TO DRAIN 1/4' PER FT. WOOD DECK TILES ON PEDESTAL SYSTEM MANOR BY ARCHATRAK _.... _.,......- PACK WALL OUT TO FACE R-50 GONTINUOU5 INSULATION OF STEEL. COLUMN _.-. ..__.._.._._ _ ___...... (TAPER TOP TO SLOPE 47FT) f 6" R161D XP5 OR EQUAL, COORDINATE WITH EPDM MANUF. _._..._.__.... _.. _ SUBSTRATE REQUIREMENTS T.D. 2nd FLOOR F_F. r ELEV 13-10 1/4 A.F.F. _I If [ fill p 4�' ., e �jANDERSEN A-5ERM5 :r Ca�( GLIPIIN6 PATIO DOOR 4 d a �• E �1,.: WOOD SHUTTER SLIDING PANELS 4 (14 10" CONCRETE PLANK MANUF. TO BE DETERMINED N 2" TOPPING SLAB METAL PAN AND < FLASHING PER MANUF. a SPECS. STONE PAVERS ON ARDEX BED T.O. let FLOOR F.F. — — ELEV. +0'-0" (EL. +32 , : :.777 Issued for Buildin Permit . PITCH .. . . .. . .. . , -. . .._... D SPRAY FOAM INSULATION fl 1=z 2024 AVGA 8" CONCRETE PLANK . . ..... .......... ...._. THIt COPYTL-£I' DP-AWINGS,SPECIFICAI`ONS, AND O•I-HFR DOCIJMF.N'IS --- — —' PRi.:PARED AN URE\V V.GIA fBi:R Y)NF-AND ASSOCLMS,ARCHITECTS,P.C. W STEEL BEAM SEE (AVGA)FORT-15PROJI CT, ART` INSTRUMF:rTS OF AVGA. TH}iSE DO(:l MENTS STRUCTURAL DWGS. ARP.SF.RVICENSnJRTIiEiJSESOLF.I-S'W1TH RFSP)iCTTO TFCIS PROJECT.IJNLF:SS ' O 0OTf1I;R\W7SIi }IO MED, AVGA SitALL BE DEIiNiBD THE AUTHOR OF THESE I DOCUMENTS AND SY.ALL RETAIN AI-I•CO-M.14ONL\W,STATUTORY ANDOTHI;R RGSERYL:L`RMTS TII.AT THESE DOCUMENTS SI TALI. NOT BE USED BY TFIIi D OWNER, OR t)'ITiFRS, ON OTIiLR PROJECTS FOR ADDITIONS TO TIIIS i PROJECT, ifs FOR THE COKPL.Fs'nON OF THIS PRO]l:(.T FOR OTHERS POURED GONG. 5LAB SEE ' STRGUT. DWGS. Plotted: Fin,January 12,2024-8:26am By: ernesto File: I.:\AVGA Current Jobs\Enclaves 16-(0 Working Drawings\A8-4-draft-d b ---- V 'T I i Details Z_� As Noted e.£s. Detail 6 Detail 9 Detail ��A8.4 SCALE : 1 1/2" = V-0" A8.4 SCALE : 1 1/2" = 1'-0" A8.4 SCALE: 1 1/2" =1'-0" A804 Fireplace/Chimney Notes MA50NRY FIR FLACE 5CHEOUL 1. ALL MA50NRY FIREPLACES TO BE BUILT A5 50LIO-FUEL 5. MECHANICAL DRAFT 5Y5TEM5 SHALL BE LISTED IN 4. ALL FIREPLACES, SURROUNDS AND MANTELS TO BE BURNING FIREPLACES AND SHALL BE CONSTRUCTED IN ACCORDANGE WITH UL 3'795 AND APPROVED BY THE INSTALLED IN 5TRIGT CONFORMANCE TO FIRE R v v Q K N o Q p ~ ACCORDANCE WITH NY STATE BUILDING GORE MANUFACTURER'S ENGINEER TO MAINTAIN DRAFT AS PER UNDERWRITERS SPECIFICATION,FACTORY-BUILT FIREPLACE o o x o u� c3 'o o 0^ n z V SECTION 4.12.5(3) OF NFPA 211.USE OF AN AUTOMATED SPECIFICATIONS AND NEW YORK STATE BUILDING GORE. } z _z v L LL O FIREPLACE DAMPER SHALL BE RATED FOR USE WITH A WOODWORK OR OTHER COMBUSTIBLE MATERIALS SHALL NOT Q j .�° o Q x > < X } 0- 2. ALL FACTORY-BUILT CHIMNEYS FOR MASONRY FIREPLACES SOLID-FUtl BURNING APPLIANCE FLUE AND SHALL MEET THE BE PLACED WITHIN b" OF A FIREPLACE OPENING. O O Q Q 4 n O �i O� Q SHALL COMPLY WITH THE REQUIREMENTS OF UL103 AND SHALL RQUIREMENTS OF AN51 Z21.b6-19gb STANDARD FOR AUTOMATIC COMBUSTIBLE MATERIAL WITHIN 12" OF THE FIREPLACE A u Q Q Q v Q v 4 0 0 N � !a BE MARKED "RESIDENTIAL TYPE AND BUILDING HEATING VENT DAMPER DEVICES FOR USE WITH GAS FIRED APPLIANCES. OPENING SHALL NOT PROJECT MORE THAN 1/6" FOR EACH I" APPLIANCE CHIMNEY" A5 PER NY STATE BUILDING CODE P15TANCE FROM SUCH OPENING. WINE ROOM G04 A4.1 -16'-O 1/4" -161-0 1/4" 60" 38" 22" 1/10 225 Ib"x2O" 156.8 - - X 3. ALL FACTORY-BUILT FIREPLACES SHALL BE TESTED IN b. CHIMNEY FIREBLOCKING. ALL SPACES IN BETWEEN DINING 125 A4.1 +I'-6" +11-6" 60" 38" 22" I/10 225 I6"x20" 136.8 X CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH 10. PROVIDE 6A5 LINES FOR DECORATIVE VENTED ~ ACCORDANCE WITH UL 12-1 AND SHALL COMPLY WITH NY STATE CHIMNEYS PA55 SHALT. BE FIREBLOCKED WITH APPLIANCES (GA5 LOG KITS) A5 DIRECTED BY OWNER. TERRACE A4.I +I'-6" +1'-6" 60" 54" 20" I/IO 524 20"x2O" 154.4 X RESIDENTIAL CODE SECTION R1004. THEY SHALL BE INSTALLED NON-GOME31)5TIBLE MATERIAL 5EGURELY FASTENED IN DECORATIVE VENTED APPLIANCES SHALL ONLY BE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.AN PLACE. T'HE FIREBLOCKING OF SPACES IN BETWEEN INSTALLED IN APPROVED 5OLII2 FUEL-WRNING FIREPLAGE5. ROOF TERRACE A4.1 +14'4 I/4" +14'-b I/4" 60" 54" 20" I/10 324 20"x20" 144.4 - - X UNVENTED GA5 LOG HEATER SHALL NOT BE INSTALLED IN A CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE NO DEVICE INSTALLED IN A FIREPLACE THAT USES A5 I C rsac t �nor�saeFs FACTORY BUILT FIREPLACE UNLE55 THE FIREPLACE SYSTEM TO A DEPTH OF I INCH AND SHALL ONLY BE PLACED ON GASEOUS FUEL FOR ITS OPERATION SHALL BE EQUIPPED EVENT RM. 137 Aq.2 - O'-4 5/4" 8q 50" 4 g ' - - - - _ _ HAS BEEN SPECIFICALLY TESTED,LISTED AND LABLED FOR G --r-ft06 J'x 24'&-A%SIM SUCH USE IN ACCORDANCE WITH UL 127. STRIPS OF METAL OR METAL LATH LAID ACROSS THE WITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT. SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. CONTRACTOR TO COORDINATE GA5 SUPPLY VALVE 4. DECORATIVE VENTED APPLIANCES(GA5-LOG KIT5) SHALL CONTROLS FOR DECORATIVE VENTED APPLIANCE WITH ONLY BE INSTALLED IN SOLID FUEL-BURNING FIREPLACES AND F MAINTAIN 2" MIN. CLEARANCE BETWEEN AUTOMATED DAMPER SYSTEM CONTROLS. SHALL BE TESTED IN ACCORDANCE WITH AN51 Z21.60 AND FIREPLAGI:S/CHIMNEYS AND GOMBU�TIBLP MATERIAL AND I BETWEEN CHIMNEY AND COMBUSTIBLE MATERIAL WHEN 11. ALL FIREPLACES SHALL BE INSTALLED WITH TIGHT-FITTING SHALL BE INSTALLED AS PER THE MANUFACTURER'S CHIMNEY IS LOCATED ENTIRELY OUTSIDE THE EXTERIOR NONGOMBU5TIBLE FIREPLACE DOORS TO CONTROL MOVED COTTAGE FIREPLACE TO DWG.Aq.3 INSTALLATION INSTRUCTIONS. DECORATIVE VENTED Yi4LL5. THE AIR SPACE'. SHALL NOT BE FILLED EXCEPT TO INFILTRATION LOSSES AS PER NY STATE BUILDING CODE XX APPLIANCES CAN NOT BE INSTALLED IN SLEEPING ROOMS, PROVIDE FIREBLOCKING AS PER N.Y.S. BUILDING CODE. BATHROOMS,TOILET ROOMS OR STORAGE' CLOSETS UNLE55 EXP05ED COMBU5TIBL.E TRIM AND THE EDGES OF SHEATHING 12, FACTORY-BUILT OR MA50NRY FIREPLACES SHALL BE IQ THEY MEET THE REQUIREMENTS OF NY STATE BUILDING GODS MATERIAL SUCH AS WOOD 51DING ,FLOORING AND DRYWALL MECHANICALLY VENTILATED AND CONTROLLED SO THAT THE SECTION G2407S WHICH LIMITSVOL THE APPLIANCE TO I p00 BTU SHALL BE PERMITTED TO ABUT THE MASONRY FIREPLACE INDOOR PRESSURE 15 NEUTRAL OR P051TIVE AS PER NY TO EACH 50G.F. OF ROOM VOLUME. 51DE WALL.5 AND HEARTH EXTEN510N., PROVIDED SUCH STATE RESIDENTIAL CODE SECTION R1006. IF THE ROOM COMBUSTIBLE TRIM OR SHEATHING 15 A MINIMUM OF 12" FROM CANNOT MECHANICALLY BE PROVIDED WITH NEUTRAL OR THE IN51DE:SURFACE OF THE NEAREST FIREBOX LINING. POSITIVE INDOOR PRESSURE THAN THE FIREBOX SHALL BE EQUIPPED WITH AN EXTERIOR AIR SUPPLY AND THAT THE e. PROVIDE WEEPHOLES AT BOTTON OF CAVITY WALLS AND EXTERIOR AIR INTAKE SHALL. NOT BE LOCATED AT AN AT ALL APPROPRIATE LOCATIONS ® 2'-0" O.G. MINIMUM. ELEVATION HIGHER THAN THE FIREBOX. If _O d- ROOF TERRACE 4' I lz v" I6'-107/a" FROM "AA" 6RIDLINE 7'- IT-2,/2" FROM "AA" GRIDLINE 4�e . 1. . 4�a .'I L FUE-5EE SCHEDULE MIN.6" GMU-FILLED 4" ry - SMOKE CHAMBER - DINING XX = cm A4.f OF FIREPLACE XV 5 OF FIREPLACE O CURVED `9 1, SMOKEDOSHELF�� m FORM DAMPER _ CURVE BACK WALL - O N ttl --�- �� COMBUSTION AIR INTAKE W DAMPER ,Y Chimne at First Floor Level 4 Chimne at Roof Level _ A9.1 SCALE: 1/2" = i'-0" A9.1 SCALE: 1/2" - 1'-0" 3'-lye° 16'-10%" FROM "AA" GRIDLINE 1 2'-q%a" IT-3V8" FROM "AA" GRiDLINE ® 4�j' - 1'_I 4" W n XX 5 OF FIRE'.PLAGE �t p 5 _ Aq.l XX OF FIREPLACE d 211 WINE W. WINE RM. ® cV m - V 47/ 1 Fireplace at Lower Level 3 Fire lace at Second Floor Level I A9.1 SCALE: 1/2" = 1'-0" A9.1 SCALE: 1/2" = V-0" 5 Fireplace Section Fireplace 6 Section I A9.1 SCALE: 1/2" = 1'-0" A9.1 SCALE: 1/2" = 1'-0" I POWER VENT MODEL EXHAUST AIR-INTAKE PVK-67 AS MANUFACTURED LOUVER AS MANUFACTURED T T 1 BY HEAT d &.0 TO BE BY HEAT d GLO TO BE `T �J 1 V '` r'� •: INSTALLED A5 PER A4.2 INSTALLED AS PER MANUFAGTURE:R'5 SPECS. MANUFACTURER'S SPECS.— 3'-q7/g 7/S' J i .sue 4 t ANDREW V. GIAMBERTONE m 8 ASSOCIATES f ARCHITECTS PRE-FAB FIREPLACE AS I MANUFACTURED BY HEAT d 6LO v F FOUNDATION SERIES. MODEL g 6'-oye" -105/L3 62 Elm Street FDN-7-55, TO BE INSTALLED A5 PER MANUFACTURER'S SPECS. � 0 Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 1 Event Rm. Fireplace A9.2 SCALE: 1/2 = 1 -0 GianibertoneArchitects.com Y r The Enclaves 1 56655 Route 25 Southold, New York . I 1 G-003 o:0.0: . .o0o. o. BA.` •, Cottage Fireplace Details moved to dwg. A9.3 A. I POWER VENT MODEL PVK-61 AS MANUFACTURED BY HEAT $ GLO TO BE 01-10-2024 Issued for Building Permit ( INSTALLED AS PER f MANUFACTURER'5 SPECS. Q G2-07-2024 Issued for Bid {l I ,_ L [ 03-22-2024 Redd_ &Issued for Bldg. Permit ._ ........... . 10" EXHAUST PIPE and 10" AIR INTAKE VENT DUCT AS r MANUFACTURED BY HEAT d 6LO l TO BE INSTALLED A5 PER _. . MANUFACTURER'S SPECS. ( —........ -. . - PRE-FAB FIREPLACE AS MANUFACTURED BY HEAT 4 6LO - -................. .......... FOUNDATION SERIES. MODEL FDN-7-5S,To BE INSTALLED AS _._._..... . ..... ........ R FAGTURER 5 SPECS. - EVEW RM. 137 L ` I t�_ L r TA.19T FLOOR FF. -- l, HEY.+O'-0'lt3 +92A} , tip` N. ,�;"�S.`�.' ',v t Issued for Building Permit 0 2024 AVGA TEIF COPYRIGHT DRAV'ING_S ,SPECIFICATIONS, AND OTHER DOCUMENTS PREiPARH,D BY ANDREW V-GLAM IERTONE AND ASSOCIATES,ARCHITECTS,P.C. (.AVGA)FORTHISPROJECT.ARE,INSTRUMENTS 014 AVGA. 'THESE: DOCUMENT'S ARF,SERVICES FOR T HE USE_S0L]SLY WITH RLSPLCT TO THIS PROJLCI.UNLESS OTHERWISE, PROVIDED, AVGA, SHAL[,BE DfliMED 7I1F,AUTHOR OF THESF' IXKUMEN'1S AND SHALT.RF"£ASN ALLCONIMONLAW,STATUTORY AND OTHER RESERVED RIGHTS'IIfAT THESE DOCUMENTS SHAIJ, NOT BE USED BY THE 2 t• OW'NHR, OR OTIMRS, ON ()'IHF.R PROJL'CE'S FOR ADDITIONS TO THIS Fireplace Section PROJECT, OR FOR THE Cf)NIPLETION OF TI11S PROJECT FOR OTHERS. ,� _ , " Plotted: Friday,March 22,2024-9:50am By: Ernesto A9.2 SCALE: 1/2 — 1 -0 File: J:.\AVGA Current jobAErclavcs 16-00AWorking Drawings\A9.1-Firepla, Fireplaces ..... ........ w As Noted ................. ............... ...... e.£s. .. ii d r.,. ANDREW Ve LE 4 _00NE z G I A M B ER'_ st ASSOCIATES ®ARCHITECTS tc 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 GiambertoneArchitects.com kz The Enclaves FIRST FLOOR SdB-FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- QTY: 2 QTY: 2 QTY: I QTY: 9 FF,0DUCT: FIXED PRODUCT: FIXED - TO BE CONNECTED W/ UMT 203N WITI1 METAL PANEL PRODUCT: FIXED - 5PANDREL GLA55 - TENiiI EKED PRODUCT: FIXED - TEMPERED 107,137 108,136 109 110,113, 11611191122,125,12811315134 56655 Route 25 Window Unit "D" E Window Unit "E" F Window Unit T" G Window Unit "G" Southold, New York S ch 1 .2 SCALE: 3/4" = 1'-0" S ch 1 .2 SCALE : 3/4" =1'-0" Sch 1.2 " - '- " S ch 1 .2 SCALE:3/4" = 1'-0" SCAI,I : 3/4 - 1 0 16-003 01-10-2024 Issued for Building Permit 5'-Oy2 F.5. 5'-OY2" =.5. 2'-IOyB" F.5. V-�y2" FS. Isi IL LL A j „ : {5 : , , : ^ t : f to , , i jam'. '� af �C1fa0& srl.. n. FIRST FLOOR SUB-FLOOR _ _ L - - _ _ _ _ _ - _ _ _ - _ _ _ _ _ _ _ - m Issued for Buil in Perm QTY: I G QTY: I QTY: I QTY: 9 QTY: I .,;- _g;,• PRODUCT: FIXED - SPANDREL GLA55 -TEMPERED PRODUCT: FIXED - SPANDREL GLA55 - TEMPERED PRODUCT: FIXED - TO BE CONNECTED W/ UNIT 235/EE WITH METAL PANEL PRODUCT: FIXED -TEMPERED PRODUCT: FIXED - TO BE 0.'ON'EC1_ED W1 UNTT 235/GG't�1ITH METAL PANEL © 2024 .AV 111 112 114 11.5 117 118 12 0 121 13 5 13 8 13 9 —147 14 8 THE iICM"TC.IiT DRAWNGS.SPI?CIITC:AnONS, AND OTHER DOCUME > > > > > > > PREPARED BY ANDIUM V.Gf tWEVONE AND ASSOCIATES,ARCHITECTS, 123,124,126,1 27y 129,13 0,132,1 3 3 -AVGA)FL M-SF FOPRORT E U ARP.I Y WITH RF OF.AVGA. THESE EC1'. M I 'tR1;SERN°ICE_Sf4)RTHL'L'StiSOIsLY WITII RPSPECTTO TFIIS PROJECT'. UNl O'I'HUVISE PROVIDED, AVGA SH.AT.I.BE DF:ISATED THE AUTHOR OF TTa DOCU}S1TIS&%D SHALL RT:T'AP,ALL COMMON- LAW,STA'IWORY ANDOT RFSP:R�TD RIGHTS THAT THESE. DOCUMENTS SHALL N0T BF.USED BY O\GT LR,OR OTHI'.RS, ON OTHER PROJECIS FOR AMMONS 'l'O ' • . " '0 • . " • • „ 'q r t 't # r' PROJECT, OR FOR THE U-MPLETION OF THIS PROJECT FOR OTH H Window Unit H I Window Unit I window Unit K Window Unit K �, Window Ur at , r� c r� Plotted• Friday,January 12,202A-8:48am By: emesto Schl .2 SCALE : 3/4" _ ]'-0" Schl .2 SCALE : 3/4" = 1'-0" Sch1 .2 SCALE : 3/4" = 1'-0" Schl.2 SCALE:3/4" = 1'-0" Schl .2 SCALE:3/4" = 1'-0" File: LNAVGRCurrentJobs.... ..aveslG-003\Working Drawings\Schl-1 Window Schedule 1 st. Floor As No ;` 1 . 2 ri '• I'7'_JV4" F.5. + ANDREW Ve 3 ONEGIAMME"'-r%-I " & ASSOCIATES ARCHITECTS 62 Elm Street r i Huntls*igton, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 GiambertoneArchitects.com ne Enclaves FIRST FLOOR SUS-FLOOR — — — — — — —-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — —— O'-O°— — — QTY: I QTY' PRODUCT: FIXED - MIRRORED GLA55 - TEMPERED PRODUCT: FIXED 56655 Rowe 25 149 150 Southold, New Fork 1VI Window Unit "l�il" ITT window Unit "N" Sch1 .3 s��r,r. : 3�4++ - 1+-0+' Schl .3 SCALi; : 3/4" = 1'-0" 16-003 _............ 01-10-2024 lssrui--d for Bililding Permit .............._....-- ... --. ....._ _... . . 13'-115�6" F.5. 21'-a7j`b° F.5. N 1! + ' N N Gk^' C r ✓ J FIRST FLOOR 50-FLOOR O' ^"— — — — — — — — — — — — — — — Issuer Building ermi QTY: 2 QTY: 2 PRODUCT: FIXED PRODUCT: FIXED - MIRRORED GLA55 - TEMPERED 151 , 15 9 1521 S 8 (HN. COPYRIGHT RAf��GS,SPECIFICATIONS, AND OTHER D'MC' ,` PRHPARED 6Y ATMW..E:V-GIA\fBl-, Vl'.AND ASSOCTA'fFS,ARCHi'1T!CIS,1 AVGA)FOR THISMTF(7,ARE INSTRUMENTS OF AVGA. ']'HESE DOCUMEN ARESERVICESFORTHE?SESOI.I.I.Y WITH RL'SPE(,TTO THIS PROJECT.PNLI (1THI:RV('ISF PROV--�Ff) IVGA SHALT,BF,DEEMED THE AUTHOR OF T1iF WCUMENTS AND i;IAIy?STAIN All.COMMONLAW,STATUTORY AND OTF- RESERVED RIGH S THHA'F THESE. DOCUMEN'IS SIIAIL NOT BF USED BY T OWNER, OR (77}I,.ILS, 'ON' OT•HF.R PROJEC-5 FOR ADDITIONS TO T PROJECT, OR t� TF� COMPLETION OF THIS PROJECT FOR OTHF O Window Unit ►°O" P window Unit �� " -- _ ... . ......_ __ _. Plotted: Friday,jaeraarg�_,2024-8:S2am $y: crncsto 1111111112 SCh1 .3 SCALE: 3/4++ = 1'-0" Seh1 .3 SCALE: 3/4" = 1' ++ F51e: L:\AVGAC� er .rbs\EnclaveslG-003\WorkngDrawings\Schl-1 3b Winctow Schedule 1 st Floor :. As Not e.: Schl ,03 ` ()> <f r4i l�a� 3?,§ • ry, r`d`r t "r n < y. {T r, rvp e ) ' F , ., v ` r ry. f v , s. ,. .. -.. -•- „ s a " k, ;r s, W- ' x R 2 , za F.S. ANDREW V4 r a .. ....G� -. `�3F. :t1' ,/,..s .\off, i:Sw>>a° `t a ... 1 11 GMBERTONI ASSOCIATES ARCHITECTS 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 tE GiamhertoneArchitects.con E � O { F a i The Enclaves I � I _ 56655 Route 25 >n ___-- Southold, New York FIR5T FLOOR 5U5—PL00R m - - - -- - QTY: 4 Q-1ry: ► QTY: I 16-003 PRODUCT: FIXED — SPANDREL TRANSOM — TEMPERED PRODUCT: FIXED — SPANDREL TKAN50M —TEMPERED PRODUCT: FIXED 5 -156 157 160 01-10-Z 24 Issued for Building Permit (' Q Wlndc,w Unit " " R Window Unit "R" S Window Unit "S" S ch 1 .4 SCALE: 3/4 == 1-0 S ch 1 .4 SCALE : 3/4 — 1 -0 ,} Y�_ '-Of' _ - - �� � �� 11 — 1 11 S ch 1 .4 SCALE : 3/4 — 1 --- ........................... ............ 4'-Ily2" P.S. , _.__... :... ,. . __ ..... ._ .,.. ' --r .......... N c'w ILI Issued for Building Perm © 2024 M THE COPI ITF DRAWINGS ,SPECIFICATIONS, AND OTH).?R DOCUM) PRF1?lR-D l 1',``::)REW V.GIAMBF.R'I'ONl's AND ASSOCIATES,ARCHITICTS (AVG.A)YUR??xSSI'RO)LCT,Alt)?INSTRUMENTS OF AVGA. THI!SR DOCUMI ARI,SERVIC�aORTHE USE SOIISLY WITH RESPF.(`TTO THIS PROJECT.UN OTHERWISE nOVtDFD, AVGA SHAII,BE Di;T'vMED THE AUTHOR OF'II DOCUM.NY E LND SHAL),RRTAIN AU,COMMONLAW,STAITITORY AND O'! RESF,RVED]GUTS THAT THFSH DOCUM)iNfS SHALL NOT BE USRD BY OWNER, OR (Yl'HERS, ON OTHER PROJECIS FOR ADDITIONS TO PRO17CI, FOR THE COMPLETION OF THIS PROJECT FOR OTI ................. . .. -.....-..._.. .. . _.....,.......... ..,,. Plotted: Fl y,Jannuary 12,2024-8:53am By: ernesto rFile: L:\A1vA Current jobs\P,nclaves16-003\Working Drawings\Schl- � tY FIR5T FLOOR %B—FLOOR of - - - - - - - -` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Window Schedulc QTY: G — QTY: 2 QTl,: 3 Q1Y: i Floor PRODUCT: FIXED PRODUCT: FIXED — TEMPERED PRODUCT: FIXED PRODUCT: FIXED — TO BE CONNECTED W/ SL UNIT 250/00 WITH METAL PANEL ....... 161-1631 166- 165 1641165 169, 170, 172 _ m 171 _{ As Nc _ ,..... . _..... ............. _. .... `I' Window Unit '►`I''► U Window Unit °°U°' V Window Unit "V" W Window Unit "W" Schl .4 SCALE: 3/4"- 1'-0" Sch i SCALE: 3/4" = 1'-0f1 Sch1 .4 SCALE : 3/4" = 1'-0" Sch1 .4 SCALE: 3/4"= 1'-0" s a A: 12'-0" F.S. ANDREW V . s GIAMBERTONE f y= ? ASSOCIATE S fi .: z z' �rs RCHITECT A S 4 Y., 4, 4 , 62 Elm Street Huntington, NY 11743 �T 5 ° .y. Telephone: 631.367.0050 Fax: 631.367.6636 GiambertoneArchitects.com Zµ` : u el , The Enclaves .............. HEGOND FLOOR FIN. FLOOR j L_ �— — _ —= — _ — — — — — — — — — — — -- —--- — — — — — — — — — — — — — — — — — — — — — — -- -- ------ — — — — — — — — — m 56655 Route 25 Q"Y: I OTY: 2 QTY: 2 QTY: I QTY: A PRODUCT: FIXED — TO BE CONNECTED W/ UNIT I OG/C WITH METAL_ PANEL PRODUCT: F;,PRODUCT: FIXED `CED —TO BE CONNECTE D W/ UNIT 108/E WITH Pv"FTAL PANEL PRODUCT: FIXED —SPANDREL GLASS — TEMPERED PRODUCT: FIXED — SPANDRCt_GLASS — TEMPERED Soutbold, New York 201 202, 234 2035 233 204 205,21.0,211 ,216,217IX2,22311228,229 ("W Window Unit "W" ( X' Window Unit "X" Y Window Unit "Y" Z Window Unit "Z" rAA Window Unit "AA" Sch1 .5 SCALE : 3/4" _ -0" Schl .5 SCALE :3/4 — 1 -0 Sch1.5 SCALE : 3/4 — 1 0 Schl .5 SCALE : 3/4" = 1'-0" Sch1 .5 SCALE: 3/4" = 1'-0" 1 6-003 01-10-20241ssued for Building Permit S 1 . 5 4'-4" F.5. II'-1►Y4" F.S. 2'-113/S" F.S. 3'-�/8" F.S. 5'-Oy2" F.S. .--_.......... . ..... . _ ,......... _ _,.. . . . ._. V .., , w. , tc , _ # S y 5EGOND FLOOR FIN. FLOOR — — — — — — — — — - -+13'-0 1/4" m Issued for Building Permt 0 2024 AVC QTY: 8 QTY. I QTY; I QTY: 2 THE' COPtRIGHT DRAWINGS ,SPECIFICATIONS, AND OTHER DOCUMEN- QTY: 9 PRETARfI) BY A.NI)RJ;W V.GIA,MBUIUMNE AND ASSOCIA'1'I?S,ARCHITECT'S,P. PRODUCT: FIXED — TEMPERED PRODUCT: FIXED — SPANDREL GLASS — TEMPERED PRODUCT: FIXED — SPANDREL GLASS —TEMPERED PRODUCT: FIXED — TO BE CONNECTED W/ UNIT l 38/J WITH METAL PANEL PRODUCT: FIXED — TEMPERED (AVGA)FVATMPFOpt('T',ARE INSTRUNII'sNTS OF AVGA. THF.SF DOCUMEN1 206,209,2 I A"? 215,2161221,224,227,230 2075208,213,214,2191220,2251226 232 235 236 237 DOCU EN-J'SSFt)KTHEUSLSOLIN WITH RUSPFC'TTO THIS PROJECT. UNLI? v (MIERTTSF. FROVIM), AVGA SHALT.BE DF,"Tl)THE AUTHOR OF THFL 1 U(xUMFhTS A\17 cIFAI.{.RETAIN AIJ,COMMONI-AW,S7'A'1'lIfORY AND O'1'IiF RYSERVED RIGIM THAT THESE, DOCUMENTS S11ATJ, NOT BF,USIiD BY TI ONVNFR, OR OTHERS, ON OTHER PROJF(:"TS FOR ADDITIONS TO TG Window -Unit "BB" CC Window Unit "CC" DD Window -Unit "DD " EE Window Unit "EE" ("'FF Windaw Unit "FF„ PROJECr. OR P<}R 't'Ilt•: COMPI.H'T'IE)N OF THIS PRCJICT FOR (YCHGF BB W Plotted �ridn•,January•12,2024-8:57ari By: ernesto File: L-XAVGA Current Jobs\Enclaves 16-003\Working Drawings\Schl-1- Sch1.5 SCALF : 3/4" = 1'-0" Sch1 .5 SCALE.: 3/4" = 1'-0" Sch1.5 SCALE: 3/4" = 1'-0" Sch1 .5 SCAM: 3/4" = 1'-0" Sch1 .5 SCALE: 3/4" = 1'-0" _-..-.___,...._._.._.._.:.......... .._.......-.._..._._......_...__....m ......, _. Window Schedule 2nd Floor As Not( e.f. 1 1./0 i 3 _ 3 S _. k J� f a f i 174V4" 1=-5- i E 4'-35 6" P.S. 4'-35if6� P.S. 4'-35j`6" P.S. 4'-3�if6" F5. AND W V. 5'-Oy2" P.S. � � � AMERTONE ASSOCIATES 1 n *ARCHITECTS 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 1 GiarnbertoneArchitects.corn ._ 0 The Enclaves 0 51=COND FLOOR FIN. FLOOR - m -- --- ---- -- - ------ 5665 Route 25 Southold, New York QTY; I QTY: 6 QTY: I PRODUCT: FIXEL) - TO BE CONNECTED W/ UNIT 148/1- WITH METAL PANEL PRODUCT: FIXED - TEMPERED PRODUCT: PIXED - TEMPERED 238 239 240 (GG window- Unit "GG11 (HH window Unit "HH" II window Unit "II" 1 -003 Schl .6 SCALE : 3/4" = 11-0" Schl .6 SCALB : 3/4" = 1'-0" Sch1 .6 SCALE:3/4" = 1'-0" ; W-20-2024 Issued for Building Permit — --._._ ....... ....... . ........ ..._....... ........ ............. . . ._. ........_. . .. 5'-Syq" P.S. 4'-2" P.5. 4'-2" F5. 4'-2" F5. 4'-2" F5. — ..__......_... ........._..-- ..._. 1 { i — ................. I u_ � IV2" F.S. _ {Jy2 P.S. IL LL *�T'� 1 fV N Issued for Building Permit { A 0 2024 AVG 1 __. ........... ....... -... __ IM C0I»'R1CH'1' DRAWINGS ,SPECS ICATIONS, AND OTHER DO(I'MItN'C PW??RFD BY kNI)RI!W V.G1,V101F.R'I'ONI ANDASSOCIATI.S,ARCHI'1'ECrS,RC J.MA� sFCATHISPROJRCr,ARE INSTRUMENTS OF AVGA. T1IESH DOCUMENT; �IHSeA4L(ESFORThIP.USGSO;FI,S'WITH RISPEM'TO THIS PROJECT. UNL.NS! y i1',fF3WISF, PROVIDED, AVGA SHAIJ,BE DEEMED THE ATITHOR 01-T7ffSI i3tUNIZ NTS AND SHAIJ.RI:I+IN;AUCOMMONLAV,STATUTORY ANDOTHEI 1015�3VF.D RIGHTS THAT TIIFSH DOCUMENTS SIMLI, NOT BE USED BY THI oR ()-nI RS, ON cmiNR PROJIiCTS FOR ADDITIONS TO THI - - Pld E97f, OR FOR THE COM—PI ElION OF 'I'l lls PRoJEC)' FOR O'11IF'.Rt O . �t Pbe-,A Friday,January 12,2f1?4-8:59am Br. ernmo Fk- L-\AVGA Current)ohs\.Endaves 16-003\Working Drawings\Schl-1-\ 1 _ _ W�0 FLOOR F.N. FLOOR Window Schedule +13'-0 114° 2nd Floor QTY: I QTY: 2 QTY: I QTY: 4 €_ ._ ......__....,._.., _..._ .. _. _.. . . PRODUCT: FIXED - TEMPERED PRODUCT: FIXED PRODUCT: FIXED PRODUCT: FIXED u =_ _. As Note 241 2425243 244 245,24632471248 _.__ .._ _.__...._..-------_.__ ....... . ._. .. _ _........_ 'r e.f. Window Unit " " (I�K,-- window Unit "KK" (IL window Unit "LL" window Unit "MM" SCh1.6 SCALF_.: 3/4" = 1'-0" Sc .,'- ,hl SCALE: 3/4" = 1'-0" Schl .6 SCALE : 3/4"= 1'-0" Schl.6 SCALR : 3/4" _V-0" k 14'-`1 F.5. 4'-105/5" F.S. 4'-10%" F.5. 4'-10%* F5. .. ._ ._ ............. .. ._...._,�..."-'- -; �. :a,._....,..... �.,..�..�;,-,..-+a. — ...x..qy.., sr,r..-r.-+.•.• .,..r..,.,.._.� fjf311 - .aLSy - ...�:..__.^+-•<v,�xv,........s.: •—_ ,�.x—" -"". a.=;...:^ ,c+<:s.^. p .. ,.... -_. �,' ..w,"yy�- ^."�'; "cfi^F v"• •._f - �'i<< C , C 3:0 r x, t , a , l .:^..., vs j MR "a „ � • '.5 E +. s` E sue'' '�" .� C.:. ' _ _ x x'F ," f��r�•,i' � h- S '_4^'-:,' c-.[. 1 F,,,, � _F k r ANDREW V. i� <5xw's^': �k.c:�.' 3 C ,:3 ;., b^bn" ;:;)Si - �,3 Rt- `r'vk"Y 9 :,^n•°, .,�c4 .:E h _ �d-- 1 - -�: .t . £w. RONE , , r , ?M , <PFi::,r:x" x - .' E_2 1 ae- < ASSOCIATES A�.C.HITECTS 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 ff GiambertoneArchitects.com I � I " The Enclaves m � U, it — 1 56655 Route 25 Il Southold, New York I 1 6-003 1 _ _ _ 01-10-2024 Issued for Building Permit 5EWND FLOOR FIN.FLOOR In ...........,_. _.._ . . .. ._..._....... ...... QTY: 2 QTY: I QTY: I PRODUCT: FIXED - TEMPERED PRODUCT: FIXED - TO BE CONNECTED W1 UNIT 17 11W WITH METAL PANEL PRODUCT: FIXED - SPANDREL GLA55 TRAN50M - TEMPERED 2491251 250 252 (NNW1ndow Unit "1�1N°' 00 Window Unit "00" PP window Unit "PP" _ SCh1.7 SCALE : 3/4" = 1'-0" Sch1 .5 SCAI,Li. : 3/4" = 1' Schl .5 SCALE : 3/4" = 1'-0" ............... �G,y�'f tea`V '^•'�'� 1< 1G _ _ '�`,. `'• �'��� �� � .,t',-may, fu, 't- C:y1- ,, ," Issued for Building Perm © 2024 AN THi� COPYRIGTrt' DRAVt`INGS,SPFCIFICAIIONS, AND OTHER DOCIIMI PRI1PARED BY &NDREW V.GIAMBF,R'I'ONE AND ASSOCIAIMS,ARCHITECTS {AV(;A)FOR TRISPROJF.CT,ART;INSTRUMENTS OF AVGA. THEM. DOCIIMI ARI-'SERVICES FORT HEUSES(:H.ELY WITH RESPEC17TO THIS PROJECT.UN OTHF,RWISE PROVIDED, AVGA SHALT,BP.INTNIF,D THE,AUTHOR OF'11 DOCUMENTS AND SHALL RI:I'MN AU COMM1IONLAW,STATUTORY AND O' RESF,RVFD RIGIM, THAT TIIFSR DOCUMENTS SHALL. NOT BE IJS17D BY OWNER, OR OTIiIiRS , ON OTIIF.R PROJi:CIS FOR ADDITIONS TO PROJEM', OR FOR THE COMPLETION OF TIES PROJECT FOR 011 Plotted: Friday,January 12,W24-9:02am By: ernesto File: I.:\AVGA Currenr Jobs',I:nclaves 16-003\\Vorking Drawings\Sehl- indow Schedule 2nd Floor As Nc i 1 ' 8'—.II/" P.5, AY i S k 3 I 3'-0y4" i<.5. ANDREW V k GIAMBEI" TONE \ f E & AoSOCIATES ARCHITECTS \ — 62 Elm Street o / \ - / Hunfington, NY 11743 Cottage Door moved to dw . Sch1 . 1 a Cottage Door moved to dw . Sch1 . 1 a g g g g Telephone: 631.367.0050 Fax: 631.367.6636 / \ GiambertoneArchitects.com FIR5T FLOOR FIN. FLOOR ` 00 - - — -— - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ The Enclaves 11 m QTY: 4 QTY: 4 CITY: 3 QTY: 8 QTY: 3 P RODUCT: GLASS PA.NLI.ED PRODUCT: SLIDING GLA55 PANELED PRODUCT: GLASS PANELED PRODUCT: SLIDING GLASS PANELED - MULLED WITI1 AT"'DOW UNIT K FRODUCT: FLAT PANELED `v':7-`AL 101 , 103, 105, 107 102,10451061108 109 - AS DRAWN 111 ,113) 1151 117 - AS DRAWN 124 - AS I)RA TN 56655 Route 25 110,120 - OPP. OPER. 1121114,116, 118- OPP. OPER. 125,127- OPP. OPER.. rA_ Ext. Door Unit "A" B Ext. Door Unit "B" Southold, New Fork Sch2.1 SCAT— : 3/4' = 1'-0° Sch2.1 SCALE : 3/4" = 1'-0' C Ext. Door Unit "C" rD_'� Ext. Door Unit "D" E Ext. Door Unit "E" Sch2.1 SCALE :3/4" = 1'-0" Sch2.1 SC .E: 3/4" = 1'-0" Sch2.1 SCALE : 3/4" = 1'-0" 16-003 01-10-2024 Issued for Building Permit 02-07-2024 Issued for Bid 03-22-2024 Revd. &Issued for Bldg. Permit P.S. I , ' 23' �" P5 / I Issued for Buildin Permit \ / g.. ..... .... � 2024 AVGA ........... . ......... . .. . _.. \ THF. COPYRmIIT PfAWI.NGS,SPECIFICATIONS, AND OTHER DOCUMENTS J PRI+.PARED BY ANMW V.GIAMIII-'RTONE AND ASSOCIKMS,ARCHITI:Crs,P.C. \ / \ (AVGA)FORT3IISPR(�CP,ARE INSTRUMENTS OF AVGA. THFSF DOCUMENn' ARESERVICFSFORT�USI--SOI.EI.Y WITH RI-SPF(- TO THIS PROJECT. UNLESS i OTHERWISE PROWD D, AVGA SIiAIS BF,DFEME-1)THE ALTHOR OF THESE \ / \ DOCUMP.MS AND W;W,REXAIN AU.COMMONLIW,STATUTORY ANDOTHISR RI S!,.RVI'M RIGHTS Tlr.1T 1 IFSF DOCUMENTS SHALL NOT 13P,USED BY THF \ / OWNI;R, OR (YD*M, O'S O'T'HHR PROJFCIS FOR ADDITIONS TO THIS PROJECT, OR FOR THF (-.OMPLETION OF Tws PROJECT FOR OTHERS. Plotted: Friday, �Ia#! 22,2024-9:56am By: Ernesto \ File: I.:\AVGA Cuc tt}obs�F.nclavcs 16-003\Working Drawings\Sch2-1-Fxt T \ / \ _ -_......-- _ / Ext. Door Schedule FIR5T FLOOR SUB-FLOOR r 1 st Floor QTY: 2 QTY: I QTY: ! _ .__,_..,.. _ .__,_. ................_, .....__._. PRODUCT: DOUBLE GLA55 DOOR W/SPANDREL GLA55 TRANSOM PRODUCT: NANAWALL - TBD PRODUCT: GLA55 PANELED DOOK. W/5IDELITE As Noted 1221123 126 128 _.--- -_., _.._.._._ ___.._ _...... e.f.s. rF'__� Ext. Door Unit 'T" rG Ext. Door Unit "G" ("'H Ext. Door Unit "H" Sch2.1 SCALE : 3/4" = 1'-0" Sch2.1 SCALE : 3/4" = 1'-0" Sch2.1 SCALE : 3/4" = 1'-0" — ---.............. ...... _.................. 1 1 i E } t S 3 3 3 5 ANDREW V. GIAMBERTONE & ASSOCIATES t 0 *ARCHITECTS 3 i 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 GiambertoneArchitects.com FIRST FLOOR SUS-FLOOR Oi'On— — QTY: 2 PRODUCT: NANAWALL - T13D The Enclaves 129,1.30 I Ext. Door Unit "I" Seh2.2 SCmT-, : 3/4" = V-0" 56655 Route 25 Southold, New York 1. 6-003 01-10-2024 Issued for Building Permit 02-07--2024 Issued for. Bid 2 03-31-2024 Rev'd. & Issued for Bldg. Permit 3'-OIV4 \ .. ........---- --.-----------------------_ ...... ....._.... F / \ _......... -- - ............ .. 1 , -- ..............._.. .._.. ...... ...... . .. _.. ...... ..... t IL __......... o 0 I i i ............................ 1 .. ......................._................ .. , 1 5EGOND FLOOR FIN. FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - i- - - - - - - - - -- p - - - - -— —-+13'-� 1/4" - = LOY`!ER LEVE FIN FLOOR � FR-D �A i a QTY: 9 QTY: 2 QTY: 3 QTY: ! ; > PRODUCT: FRENCH DOOR PRODUCT: FLAT PANELED METAL PRODUCT: FLAT PANELED METAL O PRODUCT: SLIDING GLA5S it 201-209 210,211 212 B01 s� ' Z Ext. Door Unit " " K Ext. Door Unit "K" L Ext. Door Unit "L" M Ext. Door Unit "M" Issued for Building Permit C SCALE : 3/4" = 1'-0" Sch2.2 SCALE :3/4" =1'-0" Sch2.2 SCALE : 3/4"= 1'-0" SCh2.2 SCALE: 3/4" = 1'-0" © 2024 AVGA THE COMiGHT DRAWTNGS,SM-7ECATIONS, AND OTHER DOCUMENTS PRFPAMD BY ANDREW V.GIAMBEIrfONli AND ASSOCIATES,ARCHITI.CIS,P.C. (AVGA;FOR THBPROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SMICFS FOR T I IE USE SOLELY wrri I RESPECT TO THIS PROJECT.UNLESS Q ET OTHF�C5E PROVIDED, AVGA SI-LAiL BE DEEMED THE AUTHOR OF'THESE DOC['INIS AND SHALL RAIN AT3_COMMONLAW,STN'lUl'ORY AND OTHER RFSF"M RIGHTS THAT THESE M)MMENTS SHALL NOT BE USED BY THE 11 OWINTIM.OR OTHERS , ON OTTIER PROJECTS FOR ADDITIONS TO THIS PROJFf—T, OR FOR THE_ COMPIETION OF THIS PROJECT FOR OTHERS. i Plottel Thursday,May 30,2024-2:29pm By: Ernesto He: QA1r°GA Current;obs\Endzves 1 G-003\Working Drawings\Sch2-1-Ext If i -- Ext. Door Schedule L.L. 1 5 ........st 8� 2nd Floor As Noted e.f.s. i i 1 Sch2 . 2 i DOOR SCHEDULE - LOWER LEVEL DOOR SLAB SIZE DETAILS FIRE DOOR LOCATION SIUNAGE "I""x MOW � ELEV. TYPE MATERIAL GLAZING HANDING HARDWARE FRAME TYPE FRAME MAT L. JAMB HEAD �T� REMARKS # 501 5A STAIR NAME 3'-0" X V-0'X 1 5/4" HOLLOI'L METAL,PTV. RH 1 4 HR 1302 LAUNDRY NAME 3'-0' X V-0'X 1 5/4' HOLLOW METAL,I"'TD. LH I tom. 1502 505 LIN.STORAGE NAME V-0' X 8'-0'X 1 3/4" HOLLOW METAL,PTO. RH I M 505 504 LAUNDRY(DRYS AREA) NAME 3'-0" X 8'-0'X 1 5/4' HOLLOW METAL,PTD. R14 I H 2_ B04 505 LU66A6E 5TORA6E NAME 5'-0" X 8'-0'X 1 5/4" HOLLOW METAL,M. RH I HR B06 HarSEKEEPIN6 OFFICE NAME 3'-0' X 8'-0'X 13/4' HOLLOW METAL,M. LH i HR. BO6 506a STORAGE/MECH. NAME 3'-O'X 8'-0'X 1 5/4' HOLLOW METAL,PTV. RH I HR 5060 501 MECHANICAL RM. NAME 3'-0' X 8'-0'X 1 3/4' HOLLOW METAL,PTV. RH I HR. 501 t M i ■ II 3-0 X S-0 X 13/4 HOLLOW AL PTD. LH I HR B08 F�EGHANIGAL RM NAME MET BOB 504 ELEV.LOBBY CORR-WOR NAME 3'-0" X 8'-0' X 1 5/4' HOLLOW METAL,M. LH I HR. BOq 510 DRY STORA E NAME V-0" X 8'-O'X 1 3/4' HOLLOW METAL,PTD. LH I HR BIO BII KITCHEN NAME 3'-0' X 8'-0'X 13/4' HOLLOW METAL,PTD. 1 H I I VISION PANEL. 511 ANDREW Vo 5I2 NAME (2) 5'-0" X 8'-0" X 1 5/4' PREFIN15HM MAPLE -- I HR. B12 5I2a WINE RM. NAME 3'-0" X V-0'X 1 3/4' 'REFINISHED MAPLE i HR. 512a GIAMBERrIONE 3 NAME (2) 2'-O"X T-0" X 1 5/4' FRET INISHED MAPLE — I Hk 513 BI4 OL 05ET NAME (2) 2'-0"X 1'-0"X 1 5/4' 'REFINISHED MAPLE '" I I� V4 �TASSOCIATES BI5 W.G. NAME V-0' X V-0'X 15/4' PREFINISHED MAPLE RH I HR 515l�L 516 KITCHEN NAME (2) 3'-0"X 8'-0" X 1 5/4" PREFINISHED MAPLE I - 13I6 511 AN RM. NAME (2)3'-O" X V-0" X 1 5/4' PREFINISHED MAPLE '- I HR Bn * -ARCHITECTS BI8 SE STAIR NAME 3'-0' X V-0'X 1 3/4" HOLLOW METAL,PTV. RH 1 1/2 HR. 515 Biq KITCHEN NAME 3'-0" X V-0'X 1 5/4' HOLLOW METAL,PTV. LH - V15ION PANEL. 13141 Biqa CH �,EFS OFFICE --- V-0' X V-O' X 1 5/4' PREFINISHED MAPLE LH -- 54 62 Elm Street B20 STAFF W.G. NAME 3'-0' X 8'-0'X 1 3/4' HOLLOW M!ETAL.,M. RH — BO Huntington, NY 11743 521 STAFF LOCKER RM.#1 NAME 3'-0' X 8'-0'X 1 5/4' HOLLOA METAL,PTD. LH — E321 B22 STAFF LOCKER RM.#2 NAME 3'-0' X 8'-0'X 1 5/4' RX.LON METAL.,PTV. RH - E= Telephone: 631 .367.0050 Bra MEGHANICAL W. NAME 3'-0" X V-0'X 1 5/4' HOLLOA METAL,PTV. RH — B23 Fax: 63 1 .367.6636 B24 GYM — 3'-0" X 8'-0'X 1 3/4" CLEAR CLASS LH - WITH(6)FIXED SIDELITES B24 B25 SPA ---- V-O" X V-0"X 13/4" CLEAR&LASS LH - WITH(2)FIXED 51DEL.ITM 13Z { B26 GL05E7 NAME V-O' X V-O' X 1 3/4' PREFINISHED MAPLE LH - 52b Giam ertoneArchltects.cOm 521 MA55A6E RM. NAME 3'-0" X V--O'X 1 3/4' PREFINISHED MAPLE RH - 52-1 > G B28 MA55A6,E RM. NAME V-O" X 8'-0"X 1 5/4' 'REFINISHED MAPLE LH - 528 5241 FACIAL RM. NAME 3'-0" X 8'-O'X 1 5/4' PREFINISHED MAPLE LH - BV E330 CLOSET NAME V-O' X 8'-0' X 1 3/4' PREFINISHED MAPLE RH - B51 HYDRO THERAPY NAME 3'-0" X 5'-0'X 1 5/4' F REFINISHED MAPLE RH - MI 552 PED./MAN. ---- 3'-0' X 8'-0'X 1 5/4' CLEAR&L A_% LH - WITH(4)FIXED SIVELITE5 B32 B33 SALON ---- 3'-0" X 8'-O" X 1 5/4' CLEAR&LA55 RH - WITH(4)FIXED 51DELITES 555 The Enclaves B34 CLOSET NAME V-O" X 8'-0'X 1 5/4" PRE-FINISHED MAPLE RH E64 B35 MEWS POOL BATH 4 CHANV6 RM. NAME V-0" X V-0' X 1 5/4' PREFINISHED MAPLE LH - 835 556 MEWS POOL BATH 4 CA4AN&6 W. — 2'-6" X 6'-0'X 1 3/4' PREFINI5HED MAPLE Imo' ` B36 1531 MEWS FOOL S. TH 4 CHAWV6 RM. --- 2'-G" X V-0' X 1 5/4' PREFINISHED MAPLE I2H - 1 3T B58 MEN S POOL BATH 4 C W,16'6 RM. --- 3'-0" X V-0' X 1 5/4' PREFIMSRED MAPLE LH - 1335 56655 Route 25 53q Y S Raul BATH s CHA4wa Rm. NA*E 3'-0" X 8'-0'X 1 5/4' PREFINISHED MAPLE RH - 540 Y'lU NS POOL.BATH 4 C+t OW&RM. ----- 2'-6" X 8'-0' X R 3/4" PREFINISHED MAPLE LH _ -- BIRO Southold, New York B41 1040PI15 POOL BATH 4 C44Aa6?'&M-4. ----> 21-6" X 8'-0'X 1 5/4" PRLT-INI5HW MAPLE LH - 154; 542 Y04N'S POOL 13ATH 4 Ohlr1P S&RM. ---- 3'-0" X 8'-0'X 1 3/4" PREFINI5HED MAPLE RH — 542 545 POOL CORRIDOR ---- 3'-0" X 8'-0'X 1 5/4' PREFINISHED MAPLE LH I HR. B45 E344 POOL CORRIDOR ---- V-0' X 8'-O'X 1 5/4' 'REFINISHED MAPLE RH -- E344 B45 BOALi% — 31-0" X 8'-0' X 1 5/4' CLEAR&LASS RH I HR. WITH(2) FIXED S1DEL.ITES 545 16_Q Q 3 546 6OLF/SPORT5 SIMULATOR — 3'-0" X 8'-0"X 1 5/4" CLEAR&LA55 -- I HR POCKET DOOR WITH(2) FIXED SIDELITES 546 _.. B4-1 POOL NAME (2) 3'-O' X 6'-0' X 1 3/4' PREFIN15FIM MAPLE '- I HR 54-7 548 STEAM NAME 3'-0" X 8'-O'X 1 5/4' PREFINISHED MAPLE LH ... B48 01-10-2024 Issued for Building Permit 113441 B4q SAUNA NAME 3'-0" X V-0'X 1 3/4' PREFINISHED MAPLE LH 02-07-2024 Issued for Bid - .... B50 BOA-INC MECH. NAME V-0" X V-0'X 1 5/4' HOLLOW METAL,PTD. LH i 03-22-2024 Revd. &Issued for Bldg. Permit B8o E51 POOL MECH.RM. NAME 5'-0" X 8'-0'X 1 5/4' HOLLOW METAL,PTD. RH - B5} _........................_.._.. . -_ .._. . . . . 552 MECHANICAL RM. NAME V-0' X 8'-0'X 1 5/4' HOLLOW METAL,PM. RH - E152 -r._. ..- _.._..--.. . 50 REAR STAIRS NAME 3'-0"X 8'-0'X 1 5/4' HOLLOW METAL,M. LH I V2 HR EW w...:....,_._.. E 54 E-PANEL.RM. NAME V-O' X 8'-0" X 1 5/4' HOLLOW METAL,PTD. LH - E54 __...._ _..._-_.--._..... . 555 E-PANEL RM. NAME (2) 3'-0' X 8'-0" X 1 3/4" HOLLOW METAL,PTV. -- - E55 _ .. .-_ _ ... .- _ -_. .. . . .. .. _. __. ..._......... 11356 E-PANEL P.M. NAME 9'-0" X V-0' X 1 3/4' HOLLOW METAL.,PTD. LH - E56 _...._ . ........ .. fj;A Kn Eve^_'z•, Issued for Building Permit z ` A © 2024 AVGA THE COPYRIGHT DR_AWNGS ,SPECIFICATIONS, AND ODDER DOCUMENTS PREPARED BY ANDREtV V.GIAMBERTONF AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THS FROJI CF,ARE INSTRUMEATS OF AVGA. THESE DOCUMENTS ARE SERVICES"­ T HE USE SOLELY WITH.RESPF€:T TO THIS PROJECT.UNLESS OTHERWISE PR VLDED, AVGA SHALL BE DEEMI:.O THE AUTHOR OF THESE DOCUMENTS Ate)S&I.LL RETAIN ALL COMMONI.AW,STATIJTORY AND OTHER RESERVED RIGIIi'S THAT TIIF.SE DOCUMENTS SHALL NOT HE USFD BY THE OIV\ER. OR HEMMERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR TIM COMPLETION OF IHIS PROJECT FOR OTHERS. Plotted: Fridzy,March 22,2024-4:57arn By: Ernesto File:LA AVGA Cut-rent Jobs\Enclaves I6-003\Working Drawings\Seh Lower Level Int. Door Schedule N.T.S. e.f.s. n .. DOOR SCHEDULE FIRST FLOOR DOOR SLAB SIZE , DETAILS H' R DOOR LOCATION SIGNAGE x x ELEV. TYPE MATERIAL GLAZING HANDING HARDWARE FRAME TYI E FRAME MAT L. JAMB HEAD RATIN REMARKS VWTH .� 101 COFFIT SHOP ---- 3'-0"X 8'-0" X 1 5/4' CLEAR 6LA55 RH 101 102 511 STAID NAME 5'-0" X 8'-0' X 1 5/4' HOLLOW M E'AL,PTV. LH 1 1/2 RR. 102 105 BACK OFFICE NAME 2'-10'X 8'-0" X 1 5/4" PREFINISHED MAPLE LH — 105 104 BACK OFFICE --- 2'-10"X 8'-0" X 1 5/4' PREFINISHM MAPLE LH — 104 105 BACK OFFICE NAME 2'-10'X 8'-O" X 1 5/4' PREFIN154nD MAPLE RH — 105 106 BACK OFFICE NAME 5'-0'X 8'-0' X 1 5/4' PREFINISHED MAPLE -- — POCKET DOOR 106 101 COFFEE SHOP ---- 3'-O' X 8'-0' X 1 5/4' CLEAR 6LA55 LH — 107 108 M-M NAME 3'-0' X 8'-O' X 1 5/4" PREFINISHED MAPLE RH — 105 IO� Yd-1^4G NAME 3'-0' X 8'-0"X 15/4' PREFINISHED MAPLE LH -- 104 ANDREW ��/ .T 110 FOOD PREP. NAME (2)2'-6'X 8'-O" X 1 5/4' HOLLOW METAL,PTO. — — 110 III FOOD PREP. NAME 3'-0'X 8'-0'X { 3I4" HOLLOW MI=1'AL,PTV. RH — Ii1 GIAMBERTONE 112 5E STAIR NAME 3'-0" X 8'-0' X 13/4' HOLLOW PETAL,PTV. RH 1 1/2 HR 112 113 lw—WC NAME 3'-O. X 8i-0� X 13/4� PREFIN15HM MAPLE LH I HR 113 _ � ASSOCIATES 114 M-WC NAME 3-0 X 8-0 X 1 5/4 FREI INISFIED MAPLE LH I HR. 114 114a E-PANEL a. NAME 3'-0' X 8'-0' X 1 5/4' PREFINISHM MAPLE LH I HR 114a { 1 115 EVENT RM. NAME (2)V-6' X 8'-O" X 1 5/44 PREFINISHED MAPLE — — POCKET DOORS 115 * ARCHITECTS 116 MAIN HALL --- (2) V-O" X 8'-0" X 1 5/4' PREFINISHM MAPLE — — 116 1160 E-PANEL U. NAME 3'-0" X 8'-0' X 1 5/4" PREFINISHED MAPLE LH I HR 1160 111 MEWS POOL BATH NAME 3'-0'X 8'-0' X 13/4' PREFINIaFED MAPLE RH 62 Elm Street 118 WOMEN'S POOL BATH NAME 3'-0' X 8'-0' X 1 5/4' PREPINISIW MAPLE LH — 118 Huntington, NY 11743 !Iq ROOM #1 NAME 3'-0'X 8'-0" X 1 9/4' PREFIN15FED MAPLE RH I M Ilq 120 BATH #, ---- 3'-0'X 8'-0'X 13/4' PREFINISH>=D MAPLE RH — 120 Telephone: 63 1 .367.0050 121 CLOSET ROOM #1 — (2)2'-0" X 8'-0" X 1 5/4' PREFINISHED MAPLE — -- 121 122 ROOM #2 NAME V-O'X 8'-0" X 1 5/4' PREFINISHED MAPLE LH I HR. 122 Fax: 631.367.6636 125 BATH #2 -- 3'-0"X 8'-0" X 1 5/4' FREFIN15HED MAPLE RH — 125 124 CLOSET ROOM 02 ---- W 2'-O"X 8'-O" X 13/4" PREPINISI-ED MAPLE -- -- 124 GiambertoneArchitects.com 125 ROOM 03 NAME 5'-0' X 0'-0"X 1 5/4' PREFIN15FED MAPLE LH I HR 125 126 CLOSET ROOM #3 ---- (2) 1'-6" X 8'-0" X 1 5/4" FREI INISHED MAPLE — -- 126 121 BATH 05 ---- 2-6' X 8'-0" X 1 5/4' FREI INiSFED MAPLE LH — 12'1 128 ROOM #4 NAME 3'-0' X 8'-0" X 1 5/4" PREFINIS EV MAPLE RH I M 128 1241 OL05ET ROOM #4 --- (2) 1'-6" X 8'-0'X 1 5/4' PREFINISHED MAPLE — — 12q ISO BATH #4 -- 2'-6'X 6'-0"X 1 5/4" PREFINISHED MAPLE RH — 150 151 ROOM #5 NAME 3'-0'X 8'-0'X 1 5/4' PREFINISHED MAPLE RH I M 151 152 13ATH #5 ---- 5'-0" X 8'-0"X 1 5/4' PREFINISHED MAPLE LH — 152 The Enclaves 135 CLOSET ROOM #5 ---- (2)2'-0" X 8'-O" X 1 5/4' PREFINISFED MAPLE -- — 153 194 ROOM 06 NAME 3'-0" X 8'-0" X 1 5/4' PREFIN15HM MAPLE LH I HR. 154 135 BATH #6 -- 3'-0" X 8'-0' X 1 5/4' 1 'INISM MAPLE RH — 135 136 C O-BET ROOM #6 --- (2) 2'-0" X 8'-0" X 1 9/4' FREFINISFED MAPLE -- — 136 131 ROa,1 #7 NAME 5'-0" X 8'-0" X 1 9/4' FFEF1NI%M7 MAPLE LH � ! I HR. � 13 i 56655 Roue 2 158 CLOSET ROOM #1 --- (2) I'$'X 8'-0" X { 3/4" FREF1NL5i-M MAPLE -- — 138 �T 13q BATH #1 — 2'-6" X 8'-0' X 1 5/4' PREFINISHED MAPLE LH — I34 Southold New York 140 ROOM #8 NAME V-O' X 8'-O' X 1 3/4' PP09NISH D MAPLE RF'1 I M 140 141 CLOSET ROOM #8 ---- (2) 1'4*X 8'-O" X 1 5/4' PREFINIS1W MAPLE 141 _. 142 BATH #6 ---- 2'-6"X 8'-0" X 1 5/4" PREFINISHED MAPLE RH — 142 143 ROOM #q NAME 3'-0'X V O' X 1 5/4' PREFINISIW MAPLE RH I W_ Ile 16-0 0 3 143a ROOM #q -ROOM 010 ---- 3'-0' X V-0" X 1 5/4' F ZEFIN15FED MAPLE RH I HP, 143a 144 BATH #q ---- 3'-O'X 8'-O"X 1 5/4' PREFINISHED MAPLE LH 144- 145 CLOSET ROOM *M ---- (2)2'-0' X 8'-O" X 1 5/4" PREFINISHED MAPLE — — 145 01-10-2024 Issued for Building Permit 146 ROOM 010 NAME 3'-0' X 8'-0' X 1 5/4" PREFIN15HM MAPLE LH I FIW, 146 141 BATH #10 -- 3'-0"X 8'-0' X 1 5/4' PREFINISHED MAPLE RH — 141 148 CLOSET ROOM #10 --- (2) 2'-0'X 8'-0" X 1 5/4" PREFIN15HED MAPLE — -- I,48 1441 ROOM *11 NAME 3'-0' X 8'-0' X 1 5/4' PREFINISHED MAPLE LH I HR. 14¢1 ISO CLOSET ROOM #11 ---- (2) I'-6"X V-0' X 1 3/4' PREFINISHED MAPLE — — 15O 151 BATH #11 --- 7-6"X 8'-O'X 1 5/4" PREFIN15HM MAPLE LH — 151 152 ROOM #12 NAPE 3'-0' X 8'-0'X 1 5/4' PRE-FINISHED MAPLE RH I 152 153 CLOSET ROOM #12 ---- (2) I'-b"X V-0' X 1 5/4' PREFINISHM MAPLE — — 153 154 BATH #12 ---- 2'-6" X V-0' X 1 5/4' PFZFIN15FED MAPLE RH — 154 155 ROOM #13 NAME 3'-0' X 8'-0' X 1 5/4' FREFIN15HE"D MAPLE RH 1 HP, 155 156 BATH #13 ---- 3'-0" X V-O' X 1 5/4' FREI INISHD MAPLE LH — 156 157 CLOSET ROOM #13 — (2) 2'-0" X 8'-O" X 1 5/4' PREFINI%W MAPLE -- — 151 ........ 158 ROOM #14 NAME 3'-0' X 8'-0"X 1 5/4' PREFINI%W MAPLE LH I HFL 158 _.._._-__.. . _...... _ ... 1541 BATH 014 ---- V-0'X 8'-0' X 1 5/4" PREFINISHM MAPLE RH — 1541 ;... 160 CLOSET ROOM #14 ---- (2)2'-0" X 8'-O" X 1 5/4' PREF=INISFED MAPLE — — 160 161 ROOM #15 NAME 3'-0"X 8'-0' X 1 5/4" PREFINISHED MAPLE LH 1 161 _...._..__ ..____.. .... 162 CLOSET ROOM #15 -- (2) I'-b' X 8'-0' X 1 5/4' PREFINISHED MAPLE — — 162 165 BATH #15 -- 2'-6" X 8'-0" X 1 3/4" PREFINI54!D MAPLE LH — 163 164 ROOM #16 NAME 3'-0' X 8'-O' X 1 5/4" PREFINISFM MAPLE RH I HR. 164 __ 165 CLOSET ROOM #16 ---- (2) 1'-6'X 8'-0' X 1 5/4' FRM INI5FED MAPLE — — 165 166 BATH #16 ---- 2'-b'X 8'-0" X 1 5/4" F'REI INISFE77 MAPLE RH — 166 _..,......_ _. 167 ROOM *11 NAME 3'-0" X 8'-0' X 1 3/4" PREFINISiW MAPLE RH I HR. 161 ___ ..._._..._. .,...-..........-... . ............:.. .. _ lb8 BATH #11 --- 3'-0" X 8'-0" X 1 5/4' PRLEFIN15IED MAPLE LH — Ib8 164 CLOSET ROOM #1'1 --- (2) 2'-0"X 8'-O" X 1 3/4' PREFINISI•EA MAPLE — -- ibq L.. _............__.---..... ._. 170 ROOM #Iq NAME 3'-0" X 8'-0" X 1 3/4' PREFINISHM MAPLE LH I HR 170 _..______......__......_...,. ... IT BATH #Iq ---- V-O' X 8'-0" X 1 5/4' FREI INISHED MAPLE RH -- 171 _.�_._____...... __..... ............. . . 112 CLOSET ROOM #lq — (2)2'-O'X 8'-O" X 1 3/4' PREFIN15FED MAPLE — -- 112 173 ROOM #18 NAME 3-0 X 8-0 X 1 5/4 PREFINI5FED MAPLE LH I HR. 1 114 CLOSET ROOM #18 --- (2) I-6" X V-08 X 13/4. FREI INIS}ED MAPLE — — 174 175 BATH #18 — 2'-6'X 8'-0"X 1 5/4' FREI INISHM MAPLE LH — 175 1 116 REAR STAIRS NAME 5'-0' X 8'-0' X 1 5/4' HOLLOW METAL,PTV. LH 1 1/2 HR 116 M ICE MAKER RM. NAME 3'-0" X 8'-0' X 1 5/4' HOLLOW METAL,M. RH — 1-1-F -' 17 -08 ROOM #20 NAME 3' "X 8'-0'X 13/4" FREFINi}ED MAPLE LH I HR 118 ',y<S' 020�30& r L'iq BATH #20 ---- 3'-0" X 8'-0' X 1 5/4' PRBINISI'M MAPLE I2}l — 17q ` F N � 180 CLOSET ROOM 20 --- (2)2'-0" X 8'-0'X 1 5/4" PREFINISFED MAPLE — — 180 .......... ........_.-- . .... 161 CLOSET COTTAGE#1 — (2) I'-6' X 6'-0' X 13/4' PREFINISW MAPLE — — 151 182 BATH CO7A6E #1 ---- 2'-b' X 8'-O' X 1 5/4' PREI INISHFD MAPLE LH — 162 183 CL05ET COTTA6E#2 ---- V-0' X 8'-0"X 1 5/4' PREFINISHM MAPLE — ..- ,� Issued for BUllldn Perm 164 BATH GOTTASE#2 --- 2-6" X 8'-0" X 1 5/4" PREFINISIED MAPLE LH — 184 tt k= _ V=` © 2024 AVC 185 CL.05ET COTTA6E#3 ---- 3'-0" X 8'-0' X 1 5/4' PREFINISHED MAPLE -- — 185 THE COPYP:Sft DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS 186 BATH COTTAGE #3 — 2'-6" X 8'-0' X i 3/4' PREFINISFED MAPLE LH — 186 PREPARED BY ANDREW V.GLAMBFRTONE AND ASSOCIATES,ARCHITECTS,P.0 (AVGA)FOR=7S PROJfiCT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICE FOR T HE USE SOLELY \WITH RESPECT TO THIS PROJECT,UNLESS 187 CLOSET COTTA&E#4 ---- 5'-0" X 8'-0" X 15/4' PREIINISHM MAPLE — — 181E OTHERWISE PROVID Di, AVGA SHALL BE DEEMED THE AUTHOR OF'THESE DOCUMENTS ANT)SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER 188 BATH COTTAGE #4 — 2'-b" X 8'-0" X 13/4' FREFINISFED MAPLE LH — 188 RESERVED?,KU S THAT nIESE DOCUMFN'TS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS, Plotted:Fri&y,January 12,2024-9:10am By: ernesto File:LAA`1GA Current Jobs\Enclaves 16-003\Working Drawings { First Floor 17 Int. Door Schedule �. N.T. ef loft 1302 ---------- .......... f 3 i 's P DOOR SCHEDULE - SECOND FLOOR DOOR DETAILS FIRE DOO ;:. SLAB SIZE .� LOCATION SIGNAGE rl~M x +afew x ELE�. TYPE MATERIAL GLAZING HANDING HARDW��F.E FRAME TYPE FRAME MAT'L. JAMB HEAD RATIN REMARKS # F:.. 201 MELTING RM. NAME (2) 3'-O' X 1'-0' X 1 3/4' P'RI3•NISHM MAPLE -- I NR 201 202 HM71146 RM. NAME (2)3'-0° X T-O' X 1 SAN PREFNISHED MAPLE -- I HR 202 205 M1EETIN6 RM. NAME (2)3'-0' X T-O"X 1 5/4' PREFNi%ED MAPLE -- i HR 205 204 NET BAR/PREP. ---- 3'-0"X 7'-0'X 1 5/4' ISFIED MAPLE LH — 204 I I 205 YET BAR/PREP. NAME 3'-O' X 7'-0"X 15140 HOLLC"METAL,PTO. RH I FIR 205 206 BE STAIR NAME 3'-0' X'i'-O"X 1 3/4' PREFINISHM MAPLE RH 1 1/2 W. 206 D R E W V s A N 201 STORAGE NAME 3'-0' X 1'-0'X 1 5/4' PREFNiSHED MAPLE LH 1417. 201 208 NW4G NAME 3'-0" X 1'-0' X 13/4" PREFNISHED MAPLE RH i HR 208 ; 20q M-WG NAME 31-O"X 71-0'X 1 3/4' PREFNISIfD MAPLE LH I HR. 204 GIAMBERTONE 210 ROOM *21 NAME 3'-0" X 7'-O"X 1 3/4" PREPN15FED MAPLE RH I FIR 210 211 BATH #21 --- 3'-O' X 1'-0"X 1 314" PREFiNISHED MAPLE RH — 211 & ASSOCIATES 212 CLOSET ROOM #21 --- (2) 2'-0" X T-O' X 1 3/4' PREFNI5HED MAPLE — -- 212 219 ROOM 022 NAME 3'-O" X T-O' X 1 5/4' PREFINiSFED MAPLE LH I HR 213 *ARCHITECTS 214 BATH #22 -- 3'-0' X T-O" X 1 5/4' PREFINISHED MAPLE RH -- 214 ' 215 CLOSET ROOM *22 ---- (2)2'-0' X T-O" X 1 3/4' PREFNISHED MAPLE — — 215 216 ROOM *23 NAME 3'-O"X 7'-O"X 1 5/4" PREFNI5FIEV MAPLE LH I HR 216 62 Elm Street 211 CLOSET ROOM #0 ---- (2) 1'-6' X T-0' X 1 3/4' PRENNISFED MAPLE -- — 211 216 BATH #23 -- 2'-6' X T-O'X 13/4" PREFNI5FED MAPLE LH _ 218 i J.untington, NY 11743 21q ROOM #24 NAME 3'-O" X 1'-0' X 15/4' PREFNISFED MAPLE 2141 Telephone: 631.367.0050 220 CL05E7 ROOM #24 --- (2) I'-6' X 7'-O" X 1 3/4" PREFIN15FED MAPLE — -- 220 =1 BATH #24 -- 21-60 X 1'-0" X : 5/4' PREI=NISHED MAPLE RH — 221 Fax: 63 1 .367.6636 222 ROOM #25 NAME 3'-0" X 1'-0" X 1 5/4" PREFlNISFED MAPLE RH I HR. 222 225 BATH #25 ---- V-O'X 1'-0"x 1 5/4" PREFNi5HED MAPLE LH — 225 GiarnbertoneArchitects.coin 224 CLOSET ROOM #25 -- (2)2'-O" X T-O' X 1 SAN PREFNISHED MAPLE — — 224 225 ROOM #26 NAME 3'-0" X 1'-0"X 1 5/4' PREFINISHED MAPLE LH I HR 225 226 BATH #26 --- 5'-0' X'1'-O'X 1 5/4" PREM15 ED MAPLE RH — 226 22-1 CLOSET ROOM #26 --- (2) 2'-0" X 1'-0" X 1 5/4' PREFNISHED MAPLE — — 227 _... . 220 ROOM 021 NAME 3'-O'X 7'-O" X 1 3/4" PREFINISHED MAPLE LH I HR. 228 22q CiL 05ET ROOM 021 -- (2) I'-6" X 7'-O' X 1 5/4' PREFINiSFED MAPLE — — 22el 230 BATH #21 --- 2'-6" X 7'-0' X 13/40 PREFINISHED MAPLE LH -" 250 The Enclaves 231 ROOM 025 NAME 3'-0" X'i'-0' X 1 3/4" PREFINISHED MAPLE RH I HR 231 232 CLOSET ROOM #25 --- (2) 1'-6' X T-O" X 1 5/4' PREFINISHED MAPLE -- -- 252 233 BATH #28 -- 2'-6" X T-O'X 1 5/4" PREF?fI%ED MAPLE RH -- 255 234. ROOM #71 NAME 3'-O" X T-0"X 1 3/4" PREFINISFED MAPLE RH I HR 234 255 BATH #2q 3'-O"X 1'-0"X 1 5/4" FV_SFI lISFE17 MAPLE LH -- 235 256 CLOSET ROOM #2q ---- (2) 2'-O' X T-O' X 1 3/4' PRT3=IN15 ED MAPLE -- ~ 236 56655 Ro t e 25 251 ROOM *30 NAME 3'-O' X 1'-0" X 1 5/4" PREFINISHED MAPLE LH I HR. _ 231 7 pax7 238 ROOM #241 -ROOM#30 ---- V-O" X 1'-0" X 1 3/4" FREFfN1SHED MAPLE RH I Hz 238 So Ltt�o� g N�s!�� York 23q BATH #30 -- 3'-O" X T-O" X 1 5/4' PREFNISHED MAPLE RH -- 254 240 CLOSET ROOM #30 ---- (2)2'-O"X T-O'X 1 3/4' PRU INISFED MAPLE 240 241 ROOM #31 NAME 3'-O" X T-O' X 1 3/4" PREFINISHED MAPLE LH I HP, 241 242 CLOSET ROOM #51 --- (2) I'-6' X T-O"X 1 3/4" PREFNISHED MAPLE -- -- 242 — 3 245 BATH #31 --- 2'-6" X-1'-0' X 1 5/4" PREFNiSFED MAPLE LH -- 243 ;.. ...... --- .... .. 244 ROOM #52 NAME 3'-0" X 17'-0"X 1 5/4" PREFINISHED MAPLE RH I HR 244 245 CLOSET ROOM #32 ~ (2) 1'-6"X T-O" X 1 5/4" PREFiN15HED MAPLE -- -- 245 01-10-2024 Issued for Building Permit 246 BATH #52 2'-6' X T-O' X 1 5/4" PR-TN15HED MAPLE RH -- 246 24.-1 ROOM #55 NAME V-ON X T-0"X 13/4' PREFNISFE D MAPLE RH I HR 247 248 BATH #55 --- 3'-0" X'V-O"X 1 3/4' PREFINISHED MAPLE LH -- 248 24,1 CLOSET ROOM #33 --- (2)2'-O"X 7'-O" X 1 5/4' PREFNISHED MAPLE -- 24q 250 ROOM #54 NAME 3'-0' X 7'-0'X 1 5/4' PR T N15HED MAPLE LH 1 HR 250 __... . ............. 251 BATH #34 "-' 3'-0' X 7'-0"X 1 5/4" PREFNISHED MAPLE RH — 251 252 CLOSET ROOM #34 ---- (2) 2'-0" X 7-0'X 1 9/4" PREFINISHED MAPLE -- -' 252 253 ROOM #35 NAME 3'-O" X 7'-O"X 13/4" PRE"1NISHED MAPLE LH I HR 253 254 CLOSET ROOM #35 --- (2) I'-6' X'I'-O' X 1 5/4" PREMN15HED MAPLE — '- 254 255 BATH #35 ~~ 2'-6" X'1'-O' X 1 5/4' PREF1N15FEV MAPLE LH — 255 256 ROOM #56 NAME 3'-0' X T-0'X 1 5/4" PREFINISHED MAPLE RH I HP.. 256 ?. . ..__.. 251 CL05ET RCOM #3b -- (2) 1'-6' X 1'-0" X 13/4' PREFNISHED MAPLE -- -' 251 256 BATH #56 ---- 2'-6" X'i'-0'X 1 3/4' PREFINISHED MAPLE RH -- 255 ;-.....---.."._--_ ... . .... ".... 25q ROOM #37 NAME 3'-0"X 7'-0'X 1 3/4" PREFNISHED MAPLE RH I W_ 25q 260 BATH #51 --- V-O' X T-ON X 1 3/4' PREFNISHED MAPLE LH — 260 _..__....__.__ ....... 261 CLOSET ROOM #51 --- (2) 2'-O" X T-O" X 1 5/4' PREFN15HED MAPLE — 261 262 ROOM #3q NAME 3'-0" X T-0" X 1 5/4" PREFNISHED MAPLE LH I HR 262 263 BATH #3q -~- 3'-0" X T-O" X 1 5/4' PREFINISFED MAPLE RH -- 263 264 CLO-SET ROOM #3q --- (2) 2'-0' X 7'-O' X 1 3/4" PREFINi5HED MAPLE264 — — 265 ROOM #38 NAME 3'-O"X T-0' X 1 5/4" PREFINISHED MAPLE RH I FIR. 265 266 CLOSET ROOM #55 --- (2) I'-6'X T-0"X 1 3/4' PR 51NISHED MAPLE — 266 BATH #55 267 2'-6' X 1'-0' X 13/4" PREFNISHED MAPLE LH — 261 268 REAR STAIRS NAME 3'-0" X T-O" X 1 3/4" HOLLON METAL PTO. LH 1 1/2 HR. 268 -- 26q ICE MAKER RM. NAME 3'-0'X T-0" X 1 3/4' HOLLOW METAL PTD. RH I HR 26401 __.... _-. 210 ROOM #40 NAME 3'-0' X 7'-0" X 1 5/4' PREFNISHED MAPLE LH 1 HR 210 ..__�__..._........_." BATH #40 ..,...,.._._._..�.-...-._.. ....."._. ....,..._._._ ...."._._. .,,,... ..... ... ......._."....... 271 -""' 3'-0"X 7'-0"X 13/4" PREFtNISFIFD MAPLE RH -- 2-11 212 CL05ET ROOM #40 -- (2)2'-0'X T-0' X 1 5/4' PREI9Ni%IED MAPLE -- 272 ;,.." _.............. _.. 4 ' Issued for Builidng Pem — --.. "_.... ....__ .. ....._._....._... . . . ...... ._...... 1W OP"JGHT DRAWJNGS,SPEC[F-CATIONS, AND OTHER DOC•UMEN7T PRF312FD BY ANDREW V.GIAMHER TONE AND ASSOCIATES,ARCHITECTS.P. (AWA)FOR THIS PROJECT,ARE 1NSTRUTAENTS OF AVGA. THESE DOCUMENT A3ffMR.VkMS FOR T TIE USE,SOLELY WITH RESPECT TO THIS PROJECT.UNLE� ontmML PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE D0"EN`rS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHF REWiED RIGHTS THAT THESE DCk L.'MENTS SHALL NOT HE USED BY TH 0W2, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THU PIMM-KT, OR FOR THE COMPLI:ifON OF THIS PROJECT FOR OTHERS Plot& Friday,January 12,2024-9:12am By: ernesto Fi L-1AVGA Current Jobs\f laves 16-003\Working Drawing Second Floor Int. Door Schedule All Sc 3 . 3 i # I __ ..........-. ...... .._........_ r t { ANDREW V• GIAM-BERTONE I ASSOCIATES } S # S 3 ®ARCHITECTS • { f i 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 GiambertoneArchitects.com 1 i The Enclaves 56655 Route 25 Southold., New York 16-003 1L r 01-10-2024 Issued for Building Permit 02-07-2024 Issued for Bid 03-22-2024 Rev'd. & Issued for Bldg. Permit Cottage window moved to dwg. Sch1 . 1 a _ l I s (I) N FIRST FLOOR FIN, FLOOR OI-00- - - - - - - - — - - - - - - - - - - -- QTY: I — — — — — — — — — — — — — — — — — — — — — —— PRODUCT: CASEMENT PRODUCT: FIXED QN: I PRODUCT: FIXED - TO DE CONTNECTED W/ UNiT 201IW WITH METAL PANEL _. 101, 102, 103, 104 105 106 Window Unit A" B window Unit "B" C window Unit Sch1 .1 � C S Ch 1 .1 SCALE : 3/4" = 1'-0" SCALE. : 3 4" = 1'-0" C SCALE : 3/4" = 1'-0° - ... . ........:... G, A C�-j�� a C, } L 1 r i Issued for Building Permit © 2024 AVGA t '1'IIIi. COPYRIGHT DRAWINGS,SPECIFICATIONS, A.ND OTHER DOCUMENTS PREPARED BY ANDR.F.W V.GIAMBNRT)NE AND ASSOCIA7T,S,ARall'IMS,P.C. (.AVGA)FOR THIS PROJFCT,ARE 1NSTRU-NIENT'S OF AVGA. THESE D(X:UMI?N'I'S ARESERVICES FORT RE C'SESOLELY WITH RLSPECTTO THIS PROJECT.UNLESS (YfHIZRWISF, PROVIDED, AVGA SHALL BE DRIiMED THE AL`THOR OF THIM DOCUMEN'i'S .AND Sf VJJ_RI'1'AIN ALL COMMONT,Aw,STAT C TORY AND OTHER RESERVED RIGHTS TILA'i''iHISE DOCUMENT'S SHALL NOT BE USED BY THE. OVNER, OR OT'HEWS , ON OTIT17R PROJECI'S FOR ADDI7YONS TO THIS PROJECT, OR FOR TIIE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Friday,March 22,2024-9:53am By: Ernesto File: 1�\AVCA Curtent)obs\Enclaves 1G-003\Working Drawings\Schl-1-Win Window Schedule 1 st Floor F As Noted ........... . ..... .. _, ._ o 4. { , r 2 FIXTURES ON THIS PLAN DESIGNATED WITH 'EM' AND LP-2/1 TYP• HALF-SHADE SHALL BE CIRCUITED TO INVERTER INV-4, (A 1 B C D E F G H J AN D REW V. • - - - - G AMB RT0 E O- __ - - - - -- -- - - - - - - - - - - - - - - - yI r ROOM #21 221 3 H.G. AGGE551BLE RM. I ARCHITECTS X 1 X 1 X 1 XXX 1 XX 1 XX X r G.H. = 9'-10" T} G.H. = G'-10" -�T}- -�T}- ' .�T} -T} I I 62 Elm Street I ROOM # O ROOM #3q ROOM #31 ROOM #34 OOM #33 ROOM #aO ROOM �2a ROOM #26 ROOM #25 ROOM #22 g _ - 25 f 234 - f 5_5 _ 230 - - 229 - - 226 - - _ - 225 - - - 222 - - I I Huntington, NY 11743 7 7 77 777 7Tele hone: 631.367.0050 0 (D7 0 O p - - - - - - - sss - - - - - — - - - - — - - - - - - - - I-- Fax: 631.367.6636 GL. H. = GL. BA GL. GL. BAT 4 GL. GL. GL. GL. GL. GL. GL. ■ N • Q N Q • • ❑■ N Q • ■ Q N Q r • ❑■ N O • • ❑ N ❑ O N • O N O N • N • N N • N / I ill rt n Ar hit n1 ' BAH # � �c 1 " �; Y BATH #21 '0 �y o G a be o e c ects.co Oa ATH #37 = ATH #33 ATH #3 ATH #29 BA?TTHy#2 ATH #25 ATH #2 221a 2 • - - — - - - - -p— - - - - - - - - - — p + - p Q - - f— SHR. SHR. H. = g_ SHR. SHR. SHR. SHR. SHR. SHR. SHR. SHR. 71 - - - - - - - - -- - � - - � - • ' 1 TYP. L� ® n ] ❑ EM ❑ ® 2 ®EM ,1, MAIN HALL Q� 12 ° vac LIIJ L'J 20a L� ® I ❑ E l,,l FREEMAN ENGINEERING,PLLC DAC I A41 3555 Veterans Memorial Hwy -_ - _ 8, O O O O D D M El rot r Ronkonkoma NY 11779 ATH #3 A . #3 - - - - A 3 A . #3 - - - - - BA r #31 BA . #2 - - - - - B_p` ■ #2 A ■ #2 • 2 �P - - — - -❑�— - - - W: 631-648-0577 1 " 238a 2�1�0 2o�Q 2� A 2,IQ 1Lt3Q / 1 Q 2L+0 2 Q FLT SP 0 r� ELE TOR NEE N SHR. • P . , SHR. . • R. SHR. • P • _fR. SHR. • . R. SHR. . P •b �� freemaneng@optonline.net ❑i �/} Cn N cn N N V1 N N 3 a �-�., 8'- " ❑ ❑Vf W❑ ❑N N❑ ❑N N❑ ❑N N❑ ❑ b LT SP� DA ' LM-0021 DAC _OWP D p QV�UP —OWP p p pwP _ p O O p _per' p p pWP _OwP 0 DT . p e TUB B TUB TUB TUB B TUB TU8 TUB project: GL. GL. GL__ GL. GL. GL. GL. GL. GL. ' FLT-SP 0) - g STOR GE - - - - - - — - - - - - - - - M- •a .p ■-WG ,+ FLT- - - — - - REAR STAfR : — - ----_-- — ,— -. - - - - • �� 7 7 7 7 7 7 7 207 pT ` 0 0 O O 0 O 0 O O GH = 8'�� . ELE TOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a - _ The Enclaves R -SPL!J ROOM #35 ROOM #36 ROOM #35 ROOM #32 ROOM #31 ROOM #2b ROOM #27 ROOM #24 ROOM #25 8 n 8 - DAC 1 238 236 235 X X 232 231 X X 226 227 X 224 223 X -- X FDW4 F 41 I FDW ' ON ®� - -- -- -- -- - G.H. o en to .1$w O G.H. = 8'-O" 56655 Route 25 'F �, �, �, �, �, �, �, �, ° G."< = a'-°" ° Southold New York p G.H. = q'-o° p p G.H. = 9'-0° El p G.H. _ �'-o° p O El O O O El O O O O O 0 r - I j ob number: I ! 16-003/7100 date: 08.21 .23 25% SD ISSUED FOR REVIEW I MATGHLINE "B_ _ _ _ _ MATGHLINE To Q' 09.06.23 80% SD ISSUED FOR REVIEW z 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT LP-2/2 I ! 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID 05.22.24 RE-ISSUED FOR BUILDING PERMIT 1 Hotel - Partial Second Floor Plan 04.10.24 ISSUED FOR ADDENDUM 1 E3.3a SCALE : 1/3"= 1 04.29.24 ISSUED FOR ADDEND OM NO.2 q q 4 q q_ 05.22.24 ISSUED FOR ADDENDUM NO.3 -_--:--4-- o-- I� ® - o-- - E�! i b ------- I ! I IYI I I I ---- -- -- -- --- o K�OF�w Y P Q---- -- 3" I ! i I ---- -- - -t T ------o 4,0 -0 A�°FES �A514!A bd O KEY NOTES SHEET NOTES Ke Plan status: 1. ALL HOTEL GUEST ROOMS TO HAVE INSTALLED: CAPTIVE KEYCARD C� SWITCH TO ACT AS MASTER SWITCH TO ENABLE POWER TO ALL 1. REFER TO LIGHTING CONTROL KEY NOTES x AND TABLE ON THIS LIGHTING CONTROL DEVICES (POWER PACKS, CONTROLLERS, SCALE:N.T.S. Issued for Buildin Permit LIGHTS, SWITCHED RECEPTACLES AND BATHROOM FAN WITHIN EACH DRAWING FOR REQUIRED LIGHTING CONTROL IN DESIGNATED SPACE ADDITIONAL SENSORS, ETC) TO ACHIEVE DESIRED LIGHTING CONTROL UNIT. REFER TO E5.2 FOR DETAIL. COORDINATE INSTALLATION SCHEME ON FLOOR PLANS. copyright: © 2023 AVGA LOCATION IN FIELD 2. REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATION, MOUNTING TYPE AND OTHER REQUIREMENTS. 11. LIGHTING LAYOUT SHOWN IS PRELIMINARY AND IS SUBJECT TO 0 LIGHTING CONTROL KEY NOTES THE COPYRIGHT DR.AIC4NGS,SPECIFICATIONS, AND OTHER DOCUNIEN"TS CHANGE - COORDINATE WITH ARCHITECT INTERIOR DESIGNER FOR PREPARED BY ANDREW V.GIANMERTONE AND ASSOCIATES,ARC]BTFCTS,P.C. 2. EXIT LIGHTING POWERED VIA INVERTER INV-4 (<AVGA)FOR TI ITS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS 3. REFER TO E-2.0 SERIES OF DRAWINGS FOR ELECTRICAL EQUIPMENT, FINAL LIGHTING LAYOUT. RE-CIRCUIT/RE-ZONE AS NECESSARY AFTER ARF.SLAVICES FOR THE USE SOLELY WWI I RESPECT TO THIS PROJECT.UNLESS PANELS AND INVERTER LOCATION AND DESIGNATIONS COORDINATION WITH DESIGNER/ARCHITECT. CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION DOCUNIENT' PROVIDED,SHALL AVGA SHALL OI DONLA TIIE AUTHOR of THESE DOCUNB NTS AND SHALL RETAIN AI,I.CONL'110NLAC{',Sl'ATUTORY AND OTHER RESERVED RIGHTS THAT TEESE DOCUMENTS SHALL NOT BE USED BY THE 4. ALL SURFACE, PENDANT LIGHTS AND WALL SCONCES SHALL BE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS O INTERIOR STAIRWAYS, EXIT RAMPS OR PASSAGEWAYS. C405.2 BUILDING EXTERIOR FACADE LIGHT AND LANDSCAPE LIGHTING PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS, C405.2.6(1) INSTALLED PER ARCHITECTURAL DRAWINGS DIMENSIONS, DETAILS ALL LIGHTS ON 24/7. (Exception 2) LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING C405.2.6(2) ELEVATIONS AND LIGHTING SCHEDULE. 6 EXTERIOR PHOTOCELL, AUTOMATIC SHUTOFF FROM MIDNIGHT TO . C405.2.6(4) r'1letted:\7X'cdnerl�vnnra'129`rin4r:N:18.im s-rroTri, Bv: kg3car HOTEL PUBLIC CORRIDOR, PRIMARY BUILDING ENTRANCE, EGRESS • C405.2 6AM, AND TIME-SWITCH CONTROLS. g 5. REFERENCE LIGHTING CONTROL KEY NOTES FOR SPECIFIED CONTROL PASSAGEWAY. (Exception 1) WITHIN EACH DESIGNATED AREA OR ROOM. T ALL LIGHTS ARE REQUIRED TO BE CONTINUOUSLY LIGHTED (24/7). SLEEPING UNITS (ie: GUEST ROOMS) PERMENTALLY INSTALLED • C405.2.4(2) WHERE INDICATED MANUAL CONTROL (SWITCHES) TO BE PROVIDED LUMINAIRES AND SWITCHED RECEPTACLES. (Exception) 6. PROVIDE NECESSARY POWER AND LIGHTING CONTROL CIRCUITS (Cat O • MANUAL LOCAL CONTROL OF ALL LIGHTS AND SWITCHED 5e OR Cat 6). CONSULT LIGHTING CONTROL MANUFACTURER/VENDOR RESTROOM, PUBLIC SPACE, OPEN OFFICE AREA OR OTHER SPACE • C405.2.1 7 RECEPTACLES. MASTER CONTROL (ENABLE AND DISABLE POWER TO fie' • FOR NECESSARY COMPONENTS AND INSTALLATION MANUALS. SEE WHERE MANUAL ON WOULD ENDANGER SAFETY OR SECURITY. • C504.2.1.1(2) ALL GUEST ROOM LIGHTS AND SWITCHED RECEPTACLES) BY Electrical Second O3 LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED HOSPITALITY KEYCARD SWITCH; BRANCH CIRCUIT POWER AUTO OFF NOTES ON E-001.00 (Exception) AFTER 30 SECONDS DELAY FROM REMOVAL OF KEYCARD. OCCUPANCY SENSOR(S) AND OVERRIDE SWITCH(S) (AUTO ON 100%; Floor LightingPlan 7. UNLESS INDICATED ON THIS DRAWING, REFER TO ELECTRICAL PANEL AUTO OFF AFTER 20 MINS WITHOUT OCCUPANCY DETECTION) AREA, ROOM WITH LIGHTS OPERATED MANUALLY (ON/OFF) BY • C405.2.2 SCHEDULES FOR BRANCH CIRCUIT ASSIGN CIRCUIT BREAKER AND • C405.2.1 DESIGNATED SWITCHES. WHERE AUTO SHUTOFF WOULD ENDANGER Exception(2), SPACE FOR BUSINESS, LOUNGES, LECTURES, STORAGE OR OTHER USE OCCUPANT SAFETY. WIRES SPECIFICATION. LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED • C504.2.1.1(2} 8 Exception(3) scale: As Noted O4 • MANUAL LOCAL ON/OFF CONTROL BY DESIGNATED SWITCHES WITH • C405.2.2.2 VACANCY SENSOR(S) AND OVERRIDE SWITCH(S) (MANUAL ON; AUTO DIMMING CAPABILITIES TO REDUCED LIGHTING LOAD BY NO LESS drawn: KID 8. INSTALL ALL BRANCH CIRCUIT PER NATIONAL ELECTRICAL CODE OFF AFTER 20 MIN WITHOUT OCCUPANCY DETECTION ACCEPTABLE MEANS AND METHODS. ) THAN 50%.. RESTAURANT/KITCHEN SPACE/AMENITY SPACE • C405.2.2.1 9. ALL LIGHTING BRANCH CIRCUIT SHALL UTILIZE MINIMUM EXTERIOR LIGHT AT VEHICULAR PARKING/DRIVEWAY, PEDESTRIAN C405.2.6(1 • EACH AREA THAT IS NOT PROVIDED WITH OCCUPANT SENSOR • C405.2.2.2 2#12+1#12EGC CONDUCTORS, UNLESS OTHERWISE INDICATED. BUILDING ENTRANCES/EXITS AND WALKWAY AREAS. C405.2.6(3� g CONTROLS SHALL BE PROVIDED WITH TIME-SWITCH CONTROLS 5 LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING O COMPLYING WITH C405.2.2.1 O C405.2.6(4) PROVIDED WITH OVERRIDE SWITCH AND DIMMING MANUAL LIGHT 10. DRAWINGS INDICATE LIGHTING CONTROL INTENT - CONTRACTOR TO EXTERIOR PHOTOCELL, 30% MIN. LIGHTING SET BACK (VIA REDUCTION CONTROL WHERE SHOWN / a COORDIINATE WITH LIGHTING VENDOR FOR ADDITIONAL REQUIRED DIMMING) DURING ANY TIME ACTIVITY HAS NOT BEEN DETECTED FOR 15 MINUTES OR MORE, BETWEEN MIDNIGHT AND 6AM, AND TIME-SWITCH CONTROLS. _ _ _ --- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I F G H J 2 M N O Q l S T U 1 2 V w O KEY NOTES — — — — - - - - - - - - - - 1. EXIT LIGHTING POWERED VIA INVERTER INV-4 _ , I I I I I I -:4 ROOM #21 �� t P-2/3 I 1 TYP. ' 221 II - - - - - - - - - - - - - - -7 - H.G. ACCESSIBLE RM. I 1 I I I I I �X 5 I i I I I I I - - - - - - - - - - - - - - - - - �— 6 1 I - - - g ANDREW V. JHf ° I ° I ° ° ° I °BATH #21 • I -22Ia El IGIAMBERTONE I Erg 5E AIR • - - -- -•--- - = - - - - - - - - - - - - - - - - - - - - - i- 1 9 & ASSOCIATES G.H. _ -V . - • i ACEM D 1 1 I I I • ® I 1 1 El El I ® � _ ARCHITECTS G.H. - --- J I' -J 0 N 13 IV 1 I I A C�t)DAC ' 2ND FLR. DW1 T BAR /PREP. - - - - - - - - - - - - - - - DAC DAC A 62 Elm Street a HOSTESS DACE SHEET NOTES ob G - - - - - - - E A - -= y 4 - I - - - - - - 15 I Huntington, NY 11743 --DAC FLT SP 1 ELE TOR a D a "` 14 1. REFER TO LIGHTING CONTROL KEY NOTES x AND TABLE ON THIS FLT- P b -�--I, 3 •° / �,• DAC Sa I I DRAWING FOR REQUIRED LIGHTING CONTROL IN DESIGNATED SPACE Telephone: 631.367.0050 ❑ b LT-SP , DA ' 2. REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATION, MOUNTING Fax: 631.367.6636 � DT °� ' ✓ D ® �ELEVATOR LOBBY � 1=31 � � I TYPE AND OTHER REQUIREMENTS. GL. FLT-SP_Q - TO GE 20- AC 4 -- a � I 20 o� -wG 1 O FLT- 3. REFER TO E-2.0 SERIES OF DRAWINGS FOR ELECTRICAL EQUIPMENT GiambertoneArchitects com PANELS AND INVERTER LOCATION AND DESIGNATIONS DT ELE TOR 0 ®EM ®EIS ® D 1 aEhl- 1217-- FLT SP DT 1 6 yy�� IV r I 4. ALL SURFACE, PENDANT LIGHTS AND WALL SCONCES SHALL BE INSTALLED C . -SPu - F WI-RI. U? PER ARCHITECTURAL DRAWINGS DIMENSIONS DETAILS ELEVATIONS AND fg FDw4 --- a �FDw -T —� EM LIGHTING SCHEDULE. ' :. CS 6 T U V W 5. REFERENCE LIGHTING CONTROL KEY NOTES FOR SPECIFIED CONTROL FREEMAN ENGINEERING,PLLC 0 ®I �7 O ®� D - _ _ — — — — — — — — — — — — — — WITHIN EACH DESIGNATED AREA OR ROOM. E M 9Ilk - 1 6 PROVIDE Y I 3555 Veterans Memorial Hwy 0 ROV DE NECESSARY POWER AND LIGHTING CONTROL CIRCUITS (Cat 5e ,, ,� , Suite Q G] O O OR Cat 6). CONSULT LIGHTING CONTROL MANUFACTURER/VENDOR FOR b '�" % ." Ronkonkoma NY 11779 p G.H. = a'-o° p ( ] NECESSARY COMPONENTS AND INSTALLATION MANUALS. SEE NOTES ON 1 2 AC DT O I ., DT E-001.00 � s W: 631-648-0577 Q I®� MEETIN�:M. INER ,4 �' 205 7. UNLESS INDICATED ON THIS DRAWING, REFER TO ELECTRICAL PANEL freemaneng@optonline.net ,,. - ,�� G.H. = q'-o° � FLT-SP SCHEDULES FOR BRANCH CIRCUIT ASSIGN CIRCUIT BREAKER AND WIRES 8 FDiWT-R AC SLOPED CEILING SPECIFICATION. El (SEE SECTION) �tgEM 8. INSTALL ALL BRANCH CIRCUIT PER NATIONAL ELECTRICAL CODE project: ACCEPTABLE MEANS AND METHODS. DAC 4 - — - — - — - — - ��#0o) 9. ALL LIGHTING BRANCH CIRCUIT SHALL UTILIZE MINIMUM 2 12+1 12EGC 1 CONDUCTORS, UNLESS OTHERWISE INDICATED. # # The Enclaves 0 0 ID FIXTURES ON THIS PLAN DESIGNATED WITH EM AND I Ac HALF-SHADE SHALL BE CIRCUITED TO INVERTER INV-4. _ I , 10. DRAWINGS INDICATE LIGHTING CONTROL INTENT CONTRACTOR TO Q' COORDINATE WITH LIGHTING VENDOR FOR ADDITIONAL REQUIRED LIGHTING I ®� �, ® CONTROL DEVICES (POWER PACKS, CONTROLLERS, ADDITIONAL SENSORS, DAC ® FLT-SP DT , ETC) TO ACHIEVE DESIRED LIGHTING CONTROL SCHEME ON FLOOR PLANS. QI a FDWI-R AC O 11 I HTI Y T H IM _ 56655 Route 25 XI 6 \.J L G NG LA OU S OWN IS PREL INARY AND IS SUBJECT TO CHANGE EM 0 El COORDINATE WITH ARCHITECT/INTERIOR DESIGNER FOR FINAL LIGHTING - - ® - - 21 LAYOUT. RE-CIRCUIT/RE-ZONE AS NECESSARY AFTER COORDINATION WITH Southold New York DESIGNER/ARCHITECT. III , job number: -- 16-003/7100 ' I !' date: - -- - - - - - - - - - - - - " - - - - - - - - - 24 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW III 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION �';� 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID 03.22.24 RE-ISSUED FOR BUILDING PERMIT FIREPLACE Q Q 4 Q Q 4 q Q Q Q 04.10.24 ISSUED FOR ADDENDUM 1 AREA ROOF TERRACE -- --- --- --- ---- --- --- --- --- --- III �— q 04.29.24 ISSUED FOR ADDEND M N0.2 05.22.24 ISSUED FOR ADDENDUM NO.3 - °. I I ii o- � LIP 2/4 - — --- --- --- --- ---- --- '', _ ® - I _ - I o-- -- — - gg _ --- III _ - -o ---- = - ----- 0 GG OF MW t 0----- - •�v •r/ - - - - - - - - - - - - - - - - - - - - - U� o -----o _ _ - - - - - i- - - - - - - - - I 66 do PXo Key Plan Y i SCALE : N.T.S. status: - 34 ®1 8 IFDW1 Issued for Builclin Permit I El DAC ®� EM copyright: © 2023 AVGA MEZZANINE - DAC ZOI X o 0 LIGHTING CONTROL KEY NOTES THE PREPARED DRAIXTNGS,SPECIFICATIONS,RTOANDAND OTHER DOCUMENTS PRF.1'ARED BY ANDREW V.GLAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. DA AVGA FORTIIISPRO PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SPRVICF.S FOR T I IE USE SOLELY WrI'II RESPECT TO THIS PROJECT.UNLESS ELEVATOR (AVGA) ' J'- OVERHEAD OTHE.RVISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE 12'--►" CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION DOCUMENTS AND SHALL RETAIN ALLCOMMONLANX',STATUTORY ANDOTHER • • o OPE TO LO BY • I=L�IATOR RESERVED RIGHTS THAT THESE DOCUNIENTS S11ALI, NOT BE USED BY THE O 011'NER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS 2 0 ® AREA DAC G INTERIOR STAIRWAYS, EXIT RAMPS OR PASSAGEWAYS. • C405.2 BUILDING EXTERIOR FACADE LIGHT AND LANDSCAPE LIGHTING • C405.2.6(1) PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. X ____ ___ _._ O ALL LIGHTS ON 24/7. (Exception 2) LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING • C405.2.6 2 - - - - 6 ( ) Ptotted: 'X'cdnesdat,,h'Iav 29,2024-11:18am Rv: ks ear • --1 - - - - FLT-SP CQ - 335 EXTERIOR PHOTOCELL, AUTOMATIC SHUTOFF FROM MIDNIGHT TO . C405.2.6(4) G.H. 5'-1 5/i DAC HOTEL PUBLIC CORRIDOR, PRIMARY BUILDING ENTRANCE, EGRESS • C405.2 6AM, AND TIME-SWITCH CONTROLS. ray: �:\�1oo\Dra,n r��°,\'rul;i:Nct.wr:�-lro'rla.\�tnoE3.3.d� ®IEM o Q = _2" • ' O PASSAGEWAY. (Exception 1) 4 ALL LIGHTS ARE REQUIRED TO BE CONTINUOUSLY LIGHTED (24/7). SLEEPING UNITS (ie: GUEST ROOMS) PERMENTALLY INSTALLED C405.2.4(2) WHERE INDICATED MANUAL CONTROL (SWITCHES) TO BE PROVIDED LUMINAIRES AND SWITCHED RECEPTACLES. (Exception) Xi ® STORAG MANUAL LOCAL CONTROL OF ALL LIGHTS AND SWITCHED DN 202 7 RECEPTACLES. MASTER CONTROL (ENABLE AND DISABLE POWER TO tide: RESTROOM, PUBLIC SPACE, OPEN OFFICE AREA OR OTHER SPACE . C405.2.1 WHERE MANUAL 'ON' WOULD ENDANGER SAFETY OR SECURITY. C504.2.1.1(2) ALL GUEST ROOM LIGHTS AND SWITCHED RECEPTACLES) BY Electrical Second • EM ' O3 LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED HOSPITALITY KEYCARD SWITCH; BRANCH CIRCUIT POWER AUTO OFF ® OCCUPANCY SENSORS) AND OVERRIDE SWITCH(S) (AUTO ON 100%; (Exception) AFTER 30 SECONDS DELAY FROM REMOVAL OF KEYCARD. AUTO OFF AFTER 20 MINS WITHOUT OCCUPANCY DETECTION) AREA, ROOM WITH LIGHTS OPERATED MANUALLY (ON/OFF) BY • C405.2.2 Floor LlghtingPlan DESIGNATED SWITCHES. WHERE AUTO SHUTOFF WOULD ENDANGER Exce tion 2 - - -- - - - - - - - 36 SPACE FOR BUSINESS, LOUNGES, LECTURES, STORAGE OR OTHER USE C405.2.1 OCCUPANT SAFETY. p O' • LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED C504.2.1.1(2) 8 Exception 3) scale: As Noted 4 O MANUAL LOCAL ON OFF CONTROL BY DESIGNATED SWITCHES WITH • C405.2 • ° O VACANCY SENSOR(S) AND OVERRIDE SWITCH(S) (MANUAL ON; AUTO / 2'� DIMMING CAPABILITIES TO REDUCED LIGHTING LOAD BY NO LESS , OFF AFTER 20 MIN WITHOUT OCCUPANCY DETECTION drawn: ICD ) THAN 50%.. -- - - - Woo-r - - - - - RESTAURANT/KITCHEN SPACE/AMENITY SPACE • C405.2.2.1 EXTERIOR LIGHT AT VEHICULAR PARKING/DRIVEWAY, PEDESTRIAN C405.2.6(1) EACH AREA THAT IS NOT PROVIDED WITH OCCUPANT SENSOR • C405.2.2.2 BUILDING ENTRANCES/EXITS AND WALKWAY AREAS. C405.2.6(3) CONTROLS SHALL BE PROVIDED WITH TIME-SWITCH CONTROLS • LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING C405.2.6(4) COMPLYING WITH C405.2.2.1 Hotel - Partial econd Plan 5 • PROVIDED WITH OVERRIDE SWITCH AND DIMMING EXTERIOR PHOTOCELL, 30% MIN. LIGHTING SET BACK (VIA MANUAL LIGHT E3.3b / SCALE: 1'-o" DIMMING) DURING ANY TIME ACTIVITY HAS NOT BEEN DETECTED REDUCTION CONTROL WHERE SHOWN FOR 15 MINUTES OR MORE, BETWEEN MIDNIGHT AND 6AM, AND TIME-SWITCH CONTROLS. GROUND BAR PRIMARY SECONDARY PRIMARY SECONDARY COMPARTMENT COMPARTMENT PRIMARY :2 w COMPARTMENT COMPARTMENT CONDUITS 0 -0 r7 g U } 8 �erR,��R:�rDN 4113s C�B� e ❑ ® ® TRANSFORMER P REEI'AWA4 — — — — — — — —— — — — — — — TOP AT GRADE DOORS REMOVED rl1C 112C ® .;; A 6 c606AA 8 O � � "FOR CLARITY (8 —O'X3 —O )IEIA 112A ® ■ ® / ��© Hw ((���/ H2C kFilHIe � I � O I GRAD m I NIA HU1771 LOT 777(((?CIII XXXLLL XXX333 _'A Cwl�'DE I Hill H2O 36" Pcas ® ® xo x, x2 xs PAD � ° O r-2"MIN. I GROUND ® O CONNECTORS 2-NOLE TERMINAL JAM N TS oGROUND PAD I PRIMAR / TOP OF POLE CONDUITS IND O O O " SIDDEE 000 I FPcas I MAX. 20'-0" so SECONDARY ANDREW V. O O 000 #6 AWG BARE #6 AWG #2 AWG SOLID Cu BARE Cu CONDUITS SECONDARY GROUNDING STRI LIGHT POLE P E`'' HANDHOLE WITH GIAMBERTONE SIDE %"x8' COPPER—� (TYPICAL) 0 -0 GROUND ROD U GASKETED COVER (TYPICAL) & ASSOCIATES GROUND ROD 24" MINIMUM 3/4" CHAMFER CONNECT TO BUS WHERE SUBJECT • BONDING & GROUNDING NOTES: FOUNDATION, WALL (TYP FOR 2) TO VEHICLE FINISH GRADE SECONDARY- FOOTING TRAFFIC ® ARCHITECTS 1. FORM A GROUNDING HARNESS BY USING #2 AWG SOLID COPPER WIRE TO CONDUITS (7'-7" X 9'-6") 2» CONNECT EACH GROUND LUG (BELOW EACH PRIMARY BUSHING), THE PRIMARY COMPARTMENT GROUND PAD AND THE SECONDARY COMPARTMENT GROUND PAD. HARD DRAWN STEEL ANCHOR BOLTS (PER 2. USING #2 AWG CONNECT THE SECONDARY NEUTRAL BUSHING TO THE LOW NOTES: 62 Elm Street 20" MFG. REQUIREMENTS) VOLTAGE COMPARTMENT GROUND PAD. 1. TRANSFORMER SUPPLIED BY UTILITY AND INSTALLED BY THIS CONTRACTOR AS PER APPLICABLE CODES AND UTILITY MIN. Huntington, NY 11743 3. INSTALL TWO (2) GROUND RODS, 5/8" COPPER MIN. CONNECT ONE GROUND COMPANY LATEST STANDARDS AND REQUIREMENTS. 70„ CEMENT CONCRETE A MINIMUM 4000 PSI TO THE HIGH VOLTAGE COMPARTMENT GROUND PAD, CONNECT THE OTHER 2. TRANSFORMER VAULT TO BE PROVIDED BY THIS CONTRACTOR IN SET IN PROPOSED LOCATION, UNLESS ADVISED C�? 28 DAYS Telephone: 631.367.0050 GROUND ROD TO THE LOW VOLTAGE COMPARTMENT GROUND PAD. OTHERWISE BY UTILITY, 4. CONNECT THE CONCENTRIC NEUTRALS OF THE PRIMARY CABLES TO THE #2 3. PURCHASE VAULT FOR PSEG APPROVED VENDORS, INCLUDING JOHN E. POTENTE & SONS LOCATED IN HICKSVILLE, NY TOTAL OF TWO(2) 1 " Fax: 631.367.6636 AWG GROUND HARNESS USING SPLIT BOLT CONNECTORS. WHEN THE CABLE CONDUITS RUN INSIDE TERMINATIONS ARE MADE UP, LEAVE SUFFICIENT SLACK CONNECTING THE INSTALLATION NOTES: CONCRETE BASE NEUTRAL TO GROUND WHILE BEING ABLE TO OPERATE THE LOAD BREAK A. REMOVE SOIL TO REACH UNDISTURBED EARTH 18 GiambertoneArchitects.com TERMINATION (LBT). B. INSTALL 3 PIECE UTILITY STANDARD PRECAST FOOTING AND FOUNDATION. (8) #4 VERTICAL (7) #3 HORIZONTAL 5. IF METALLIC CONDUIT IS USED, BOND CONDUIT TO TRANSFORMER GROUND PAD. C. INSTALL CONDUITS AND GROUT ENTRANCES. REBARS EQUALLY SPACED REBARS EQUALLY SPACED D. INSTALL PLUGS OR CAPS ON ALL UNUSED DUCT ENTRANCES. E. BACKFILL OUTSIDE FOUNDATION WITH CLEAN FILL, MECHANICALLY COMPACTED EVERY 12" DO NOT BACKFILL INSIDE FOUNDATION. F. INSTALL 2 — 5/8" x 10' COPPERWELD GROUND RODS DRIVEN FLUSH WITH TOP OF FOOTING (6 FEET APART). ' UTILITY TRANSFORMER INSTALLATION DETAIL UTILITY TRANSFORMER GROUNDING DETAIL G. PULL PRIMARY AND SECONDARY CABLES. H. POUR CONCRETE SLAB AS SPECIFIED. �SE E M A� FREEMAN ENGINEERING,PLLC I. INSTALL TRANSFORMER AND MAKE CONNECTIONS. " s = 3555 Veterans Memorial Hwy TYPICAL SITE LIGHTING POLE BASE DETAIL Suite UTILITY TRANSFORMER VAULT DETAIL Ronkonkoma,NY 11779 SCALE: NONE ° W: 631-648-0577 freemaneng@optonline.net MAIN SERVICE #3/0 RHW Cu (GREEN) SWITCHBOARD v\#3/0 RHW Cu INSULATED CABLE IN (GREEN) INSULATED BOND TO THE BACK project: 1Y EMT OR C PVC CABLE OF MSS (TYP.) #6 RHW (CONTINUOUS) IN CONDUIT The Enclaves 1/2" DIA. THREADED ROD 4"C. (TYP.) 1 —UNISTRUT PIPE/CONDUIT CLAMPS P2558 _Cf OR EQUAL. --.F—BLDG 56655 Route 25 EXTERIOR #3/0 RHW Cu (GREEN) UNISTRUT P1001 (OR EQUAL) 1 5/8 x 3 1/4 CYCYa L11 WITH HOT—DIPPED GALVANIZED FINIISH INSULATED CABLE IN Southold, New York 1Y4" EMT OR CPVC #6 RHW (CONTINUOUS) / 3/8" DIA. S/S THREADED ROD 4" LONG \ ob number: IN CONDUIT WATER MAIN / HELD IN HILTI HIT C-20 CHEMICAL ANCHOR \ j MAIN VALVE STREET SIDE Ln AND DRILLED TINTO MASONRY WITH S/S WASHER 16-003/7100 zo UNISTRUT P1000 (OR EQUAL) 1 5/8"xl 5/8" CEILING STRUCTURE i WITH HOT—DIPPED GALVANIZED FINISH date: HEAVY DUTY GROUND CLAMP 4" AND LARGER ; 3/8 DIA. S/S THREADED ROD 4 (OZ/GEDNEY TYPE CG) 1Y4" to 4" (BURNDY MIN. #2 RHW Cu l �z �— UNISTRUT PIPE/CONDUIT CLAMPS P2558 LONG HELD IN HILTI HIT C-20 CHEMICAL TYPE NSNT/NHNT) OR (DOSSET TYPE UPT) i N OR EQUAL. MASONRY WTHHOS/SDWASHDERINTO A D NUT. 08.21 .23 25% SD ISSUED FOR REVIEW CONNECTION WITHIIJ 5' OF ENTRANCE INTO BLDG o PIPE OR CONDUIT UNISTRUT P1000 (OR EQUAL) 09.06.23 80% SD ISSUED FOR REVIEW w SIZE TO SUIT NO. CONDUITS 1 5/8"xl 5/8" WITH HOT—DIPPED 09,22.23 DD FOR REVIEW & COORDINATION GRADE LEVEL L-. h, p L - L d L ' L N L GRADE LEVEL ,� GALVANIZED FINISH / 1 UNISTRUT PIPE/CONDUIT CLAMPS 09.29.23 80o DD ISSUED FOR REVIEW CD ISSUED FOR PERMIT P2558 OR EQUAL. � 0.12.23 50% ------------ 11 .15.23 FOR REVIEW & COORDINATION CONCRETE—ENCASED ELECTRODE CONCRETE SLAB MASONRY WALL BEYOND PIPE OR CONDUIT 01 .10.24 ISSUED FOR PERMIT GROUND ROD GROUND ROD x4 TREATED WD. SLEEP R SIZE TO SUIT NO. CONDUITS 02.07.24 ISSUED FOR BID 3/4"x10' 3/4"x10' SCREWS AS EQ'o G © 4 -o o.c. 03.22.24 RE-ISSUED FOR BUILDING PERMIT ADHERED TOKWAY ROOF.PAD 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 TYPICAL ELECTRIC SERVICE GROUNDING/BONDING DIAGRAM CONDUIT SUPPORT DETAILS NOTES: 1. CONTRACTOR SHALL SUPPLY TRANSFORMER AND BE RESPONSIBLE TO SECONDARY CONDUITS INSTALL ALL RELATED MATERIALS AS PER CODE. SECONDARY FEEDERS. (NOTE 2) 2. CONTRACTOR SHALL INSTALL CONDUITS AND (PLUG BOTH ENDS) FOR IN CONDUIT (F.B.O.) OF NtW y SECONDARY FEEDERS 5'-0" OUT FROM PAD/VAULT FOR EASE OF FUTURE SECONDARY CONDUIT CONSTRUCTION. REFER TO EACH BUILDING DRAWINGS „ j.. TO DETERMINE CONDUIT SIZES AND QUANTITY. a ° a d TRANSFORMER PAD ° COORDINATE LOCATION OF TRANSFORMER OVERALL DIMENSIONS as > STUB—UPS WITH GENERAL CONTAINMI=NT CURB _ CONTRACTOR (TYP.) status: a SIZE WIDTH DEPTH HEKW a SHED STONE FILL a Issued for Bulling Permit 150 68" 49" copyright: © 2023 AVGA 50" PADMOUNTED TRANSFORMER d as 3 PH, 13.8kV PRIMARY GROUND ROD THE COPYRIGHT DRAVINGS,SPECIFICATIONS, AND OTHER DOCUMENTS 225 72" 51 " 50" REFER TO ONE LINE FOR PREPARED BY ANDREW V.GIANIBF.RTONE AND ASSOCIATES,ARCHITECTS,P.C. (TYP) PRIMARY FEEDERS (AVGA)FOR THIS PROJECT,ARE INS'IRUNBENI'S OF AVGA. THESE DOCUMENTS SECONDARY VOLTAGE ARE SERVICES FOR T HF USE SOLELY 1AITH RESPECT TO THIS PROJECT.UNLESS IN CONCRETE ENCASED FROM EMH OTHERWISE PROVIDED, AVGA SHALI,BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SI IALL RETAIN AIJ,CONINIONIA\17,STATUTORY AND On IER 300 72" 51 " 50" CONDUITS RESERVED RIGHTS THAT THESE DOCUAIFNFS SHALL, NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS TYPICAL PAD MOUNTED PROJECT, OR FOR THE COMPLETION 01: '11I1S PROJECT FOR OTHERS. 500 89 53 50 Plotted: \C'ednesdae,111ay 29,2024-11:18am By: ksrcar TRANSFORMER DETAIL File: ,:,7100,I�ra«nkl,le,1'lf1? Nl: A�1:S_I{��1'�1.,7,001:5.1dc1 1500 89" 86" 73" SCALE: N.T.S. 2000 72" 87" 73" title: Electrical Details scale: As Noted drawn: 1,CD REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND 501 FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS 6"MIN 26 GA. ST. STL. PREFORMED ELECTRICAL GALVANIZED STEEL ROOF PENETRATION AND HOOD METALLIC CONDUIT CHANNEL CLAMP (TYPICAL) PITCH POCKET BY GC. 30a ELASTOMERIC SEAL ELEMENT (TYPICAL) LS MODEL (C, L, S-316, CONDUIT SUPPORT CONDUITS AND WIRING BY THIS SIDE TO BE SEALED WATERTIGHT q a 0, OS-316, T) ,,,F, ,+ COMPONENT (TYPICAL) ELECTRICAL CONTRACTOR ;I� AROUND PIPES a as a ELECTRICAL GALVANIZED STEEL 30 a a a a a METALLIC CONDUIT CHANNEL CLAMP (TYPICAL) a • BOLT (TYPICAL) • CONDUIT SUPPORT MBR. FLASHING CEMENT PRESSURE PLATE 1" 'F COMPONENT (TYPICAL) PRIME ALL SURFACES INCLUDING PIPES. MINIMUM 8 inches ABOVE ROOF FINISH SURFACE SUPPORT SYSTEM PEDESTAL �, SUPPORT SYSTEM PEDESTAL (TYPICAL) MINIMUMt inches STRIP IN PITCH n-z ROOF POCKET W 2 PLYS FINISH EJURFACE (�I�) / Z O _ _ _ p: GLAS-PLY PREMIER =� SET IN HOT ® ROOF or SURFACE UNE ROOF or SURFACE LINE ASPHALT PRIME ALL � 5/16 x 2 ST. STL. SCREWS W � METAL. -H U2 z (2 ea. SIDE) SPACES BEHIND W W 2x6 PRESSURE - oa EA. SCREW ON 3 CLOSED SIDES. W Z PHP SYSTEMS/ DESIGN SS8-C OR APPROVED EQUAL PHP SYSTEMS/ DESIGN SS8-CL OR APPROVED EQUAL ANDREW V. TREATED WD _ NAILERS AS o cr o DYNA-FLEX SHEET 12" WIDE SET IN "MBR" FLASHING CEMENT CAST/CORE DRILLED HOLE GIAMBERTONE REQ'D. ROOF WEEPS v a MATCH z OVER GLAS-PLYS HEIGHT 5� 4� 0o (FILL. S I W/ EXISTING BUILT-UP ROOFay . : ASSOCIATES 0 R NK ZEXISTING VAPOR BARRIER ° vd WALL v v . EXISTING CONC. SLAB ° ® ARCHITECTS A • ' ' • - DETAIL NOTES: 3" MIN. 1. MAXIMUM SPACING OF SUPPORT ASSEMBLIES SHALL BE AS PER NATIONAL ELECTRIC CODE CHAPTER 3 BASED UPON CONDUIT TYPE(S), 62 Elm Street 15" x 27" x 1/8" STEEL PLATE AND NOTES SIZE(S) AND QUANTITIES OF EACH, TO BE SUPPORTED IN ADDITION TO MANUFACTURERS INSTALLATION REQUIREMENTS. '3M' CS-195 COMPOSITE SHEET TO BE 1. CONTRACTOR SHALL CORE DRILL EXTERIOR WALL AS REQUIRED TO ACCOMMODATE 2. CONDUIT ROUTING SHALL BE FIELD DETERMINED AND OPTIMIZED BY ELECTRICAL CONTRACTOR PRIOR ANY WORK. FASTENED TO BOTTOM OF SLAB. NOTES: SPECIFIED CONDUITS AND PROVIDED CLEARANCE FOR SEAL PENETRATION ASSEMBLY . 3. ALL NECESSARY HARDWARE SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. Huntington, NY 11743 USE PROTECTION BELOW PER NYNEX 1. PITCH POCKET PROVIDED BY GENERAL CONTRACTOR. 2. SEAL AS REQUIRED USING PSI LINKSEAL MODULAR SEAL, OR APPROVED EQUAL. THE 4. MAINTAIN MAXIMUM ALLOWED SPACING DISTANCES AS INDICATED IN THE TABLE. FIELD ENGINEER'S DIRECTION. 2. PROVIDE PREFORMED 26 GA. PITCH POCKET-STAINLESS STEEL SEAL TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 5. SECURE CONDUITS DOWN WITH APPROPRIATELY SIZED CHANNEL CLAMP(S). Telephone: 631.367.0050 6. ADJUST CHANNEL UNTIL HEIGHT AND WEIGHT OF SYSTEM IS EVENLY DISTRIBUTED. NAIL OFF ROOFING FELTS & PITCH POCKET 4"TAI p Fax: 631.367.6636 UNDERGROUND CONDUIT EXTERIOR CONCRETE WALL ROOF CONDUIT INSTALLATION MOUNTING TYPICAL DETAIL n h� Glamberto eArc itects.com PITCH POCKET DETAIL PENETRATION TYPICAL DETAIL LIUCUL System No. F-C-1059 ev. E h1a FREEMAN ENGINEERING,PLLC UL/cULSystem No. C-AJ-1421 ULIcUL System No. W-L-1164 A ti F Ratings = 1 and 2 Hr PENETRATION NOTES: " 3555 Veterans Memorial Hwy F Rating - 2 and 3 Hr (See Item 413) F Ratings - 1 and 2 Hr (See Items 1 and 4) T Ratings - 0 and 1/2 Hr suite Q T Rating = 0 Hr T Rating 0 Hr g - N g - _ Ronkonkoma,NY 11779 1. All penetrations through rated walls, including but not limited to Boiler t : W: 631-648-0577 Rooms, Mechanical Equipment Rooms and Rated Shafts, shall be fire ��/AfEEa`� 1 freemaneng@optonline.net 413 2 415 1 4 3 1 stopped per details sheets included in this drawing set. Refer to A �'- A 1 A Architectural drawings for all wall ratings. Detail sheets show only a few 3 common applications however, they do not show all applications. project: :. a /� � Contractor must use only firestop products that have been UL 1479 or p The Enclaves .°a ASTM E 814 tested fors specific fire-rated construction conditions 4 ' conforming to construction assembly type, penetrating item type, annular space requirements, and fire-rating involved for each separate instance. A 4A A 2 2. Details shown are typical details. If field conditions do not match 3 2 4 �-- A requirements of typical details, approved alternate details shall be 1 56655 Route 25 SECTION A-A 3 utilized. Field conditions and dimensions need to be verified for compliance with the details, including but not limited to the following: * Southold, New York SECTION A-A SECTION A-A Minimum and maximum Width of Joints * Type and.thickness of fire-rated 1. Floor-Ceiling Assembly - The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly construction. The minimum assembly rating of the firestop assembly shall shall be constructed of the materials and in the manner specified in the individual L500 Series job number: 1. Wall Assembly The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the Floor-Ceiling Designs in the UL Fire Resistance Directory. The F Rating of the firestop system is equal to meet or exceed the highest rating of the adjacent construction. 1. Floor or Wall Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal materials and in the manner described in ,the individual U400 Series Wall or Partition Design in the UL Fire the rating of the floor-ceiling and wall assemblies. The general construction features of the floor-ceiling 3. If alternate details matchingthe field conditions are not available 1 6-003/71 00 weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of Resistance Directory and shall include the following construction features: assembly are summarized below: any UL Classified Concrete Blocks*. Max diam of opening is 6 in. (152 mm). A. Studs -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist A. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor (Optional) ( ) ( ) ( y P / p Topping Mixture as specified in the individual Floor-Ceiling Design. Max diam of opening shall be manufacturers engineering judgment drawings are acceptable. Drawings 2. Metallic Sleeve - Nom 6 in. 152 mm diam or smaller Schedule 40 or of nom 2 b 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1 2 in. wide and spaced max PP g p g g p g g g J g g p g ate: heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall 24 in. OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the 7-5/8 in. shall follow the International Firestop Council (I FC) Guidelines for surfaces. opening shall be framed on all sides using lengths of steel stud installed between the vertical studs B. Wood Joists - Nom 10 in deep (or deeper) lumber, steel or combination lumber and steel joists, 3. Through-Penetrant - One metallic pipe or conduit to be installed either concentrically or and screw attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 trusses or Structural Wood Members with bridging as required and with ends firestopped. eccentricallywithin the firestop system. The annular space between ioe, tube or conduit in. wider and 4 to 6 in. higher than the diam of the penetrating item such that, when the penetrating C. G sum Board - Thickness, type, number of layers and fasteners shall be as specified in the EvaluatingFirestop Systems Engineering Judgments. p y p p i g p g p g YP YP Y P p y g g08.21 .23 25� SD ISSUED FOR REVIEW and periphery of opening shall be min 0 in. (0 mm) (point contact) to max 5-3/8 in. item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating item and individual Floor-Ceiling Design. Diam of opening shall be 1 in. larger than the outside diam of pipe o 137 mm . Pie or conduit to be rigidly supported on both sides of floor or wall assembl the framing on all four sides. (Item 2). - 4. References: 09.06.23 80% SD ISSUED FOR REVIEW ( ) P 9 Y pP Y B. G sum Board The sum wallboard type, thickness, number of layers, fastener type and sheet a The following types and sizes of metallic pipes or conduits may be used: YP 9YP YP Y YP D. Furring Channels (Not Shown) (As required) Resiliert galvanized steel furring installed in �c t orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance accordance with the manners specified in the individual L500 Series Designs in the Fire Resistance 2013 Underwriter's Laboratories Fire Resistance Directory, Volumes 1 09.22.23 DD FOR REVIEW & COORDINATION A. Steel Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule: 10 (or heavier) steel P g pipe Directory. Max diam of opening in steel stud walls is 32in.. Max diam of openings in wood stud walls Directory. B. Iron Pipe - Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. is 14-1/2 in. 1.1 Chase Wall - (Not Shown, Optional) - The through penetrants (Item 2) may be routed through a 1 or 2 & 2 09.29.23 80% DD ISSUED FOR REVIEW The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which hr fireroted single, double or staggered wood stud sum wallboard chase wall having a fire rating * 10.12.23 50% CD ISSUED FOR PERMIT C. Copper Pipe - Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) coppe� g gg stud/gypsum g g NFPA 101 Life Safety Code o it is installed. consistent with that of the floor-ceiling assembly. The chase wall shall be constructed of the materials D. Copper Tubing - Nom 4 in. 102 mm diam or smaller Type L or heavier 2. Steel Sleeve - Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve friction fit in nom and in the manner specified in the individual U300 Series WWII and Partition Designs in the UL Fire �c 11 .15.23 FOR REVIEW & COORDINATION PP 9 ( ) ( ) YP ( ) 32 in. diam circular opening cut through gyp-sum wallboard layers. Length of steel sleeve to be equal to Resistance Directory and shall include the following construction features: NFPA 70 - National Electric Code copper tubing. thickness of wall. A. Studs - Nom 2 by 8 in. lumber or double no 2 by 6 in. lumber studs. 01 .10.24 ISSUED FOR PERMIT E. Conduit _ Nom 4 in. (102 mm) diam (or smaller) steel conduit. m * 3. Through-Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically B. Sole Plate - Nom 2 by 8 in. lumber or parallel 2 by 6 in. lumber plates, tightly butted. All governing IOCaI and regional building codes F. Conduit Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing within the firestop system. The annular space between pipe, conduit or tubing and the steel sleeve shall be C. Top Plate - The double top plate shall consist of two nom 2 by 8 in. lumber plates or two sets 02.07.24 ISSUED FOR BID (EMT). - min of 0 in. (point contact) to max 1-7/8 in. Pipe, conduit or tubing to be rigidly supported on both of nom 2 by 6 in. lumber plates tightly butted. Max diam of opening is 7-5/8 in. 5. Firestop System installation must meet requirements of ASTM E-814 (UL 03,22,24 RE-ISSUED FOR BUILDING PERMIT 4. Firestop System The firestop system shall consist of the following: sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: D. Gypsum Board - Thickness, type, number or layers and fasteners shall be as specified in individual A. Packing Material - Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral A. Steel Pipe - Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. Wall and Partition Designs. 1479) tested assemblies that provide a fire rating equal to that of wool butt insulation firmly packed into opening as a permanent form. Packing B. Iron Pipe - Nom 30 in. diam (or smaller) service weight (or heavier) cast iron soil pipe or Class 50 2. Through Penetrants - One metallic tubing, pipe or conduit tD be installed concentrically or eccentrically material to be recessed from top surface of floor or from both surfaces of wall as (or heavier) ductile iron pressure pipe. within the frestop system. Annular space between pipe or conduit and edge of opening to be min 1/4 in. construction being penetrated. 04.29.24 ISSUED FOR ADDENDUM NO.2 required to accommodate the required thickness of fill material. B. Fill, Void or CavityMaterial* - Sealant - Min 1 4 in. 6 mm thickness of fill C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing. and max 3/4 in. Pipe, tubing or conduit to be rigidly supported on both sides of floor-ceiling assembly. 6. All rated through-penetration assemblies shall be prominently labeled 05.22.24 ISSUED FOR ADDENDUM NO.3 / ( ) D. Copper Tubing - Nom 6 in. diam or smaller Type L or heavier copper tubing. The following types and sizes of metallic pipes, tubing or conduit may be used: p y material applied within the annulus, flush with top surface of floor or with both pp g ( ) YP ( ) PP g' surfaces of wall. For 3 Hr rated assemblies, a min 1/4 in. (6 mm) diam bead of E. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule +0 (or heavier) steel pipe. with the following information: fill material shall be applied at the concrete/pipe interface at the point contact 4. Fill, Void or Cavity Material*-Sealant - Min 5/8 in. and 1-14 in. thickness of fill material applied within B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile pipe. location on the top surface of floor and on both surfaces of wall. annulus, flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or * ATTENTION: Fire Rated Assembly diam bead of caulk applied to the penetrant/wallboard interface at the point contact location on both smaller) steel conduit. sides of wall. D. Steel Flexible Metal Conduit - Nom 2 in. diam (or smaller) steel flexible metal conduit. * UL System # * Product(s) used 3. Fill, Void or Cavity Material -Sealant - Min 5/8 in. or 1-1/4 in. thickness of sealant applied within annular space, flush with the bottom surface of gypsum wallboard or lower top plate for 1 and 2 hr * Hourly Rating (F-Rating) FIRESTOP OF METAL CONDUIT. FIRESTOP OF METAL CONDUIT floors respectively. Min. 3/4 in. thickness of sealant applied within annular space, flush with top surface of floor. * Installation Date THROUGH CONCRETE FLOOR/WALL THROUGH GYPSUM RATED WOOD FIRESTOP OF METAL CONDUIT THROUGH 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV as classified by Underwriter's Laboratories, Fire OR BLOCK WALL DETAIL OR STEEL WALL DETAIL WOOD FLOOR/CEILING RATED DETAIL Resistance Directory (Volume 1.) ��°�^ Wr � Q`r Neutral (White) Line Voltage Neutral (White) �`p tio•t1799$ Shunt Trip asNA5��9��l Control From Feeder: oc " L2 " ONO 20A-120VAC +++rrr•, Input Branch Circuit Neutral (White) status: ' Issued for BuMn Permit -- Leviton 0 --� Shunt Trip Line Voltage _ g HKSWP ODX copyright: © 2023 AVGA ' ; Device p Hot(Black) INSERT CAR®FOR POWER O TIIE COPIIRIGHT DRAa7NGS,SPECIFICATIONS, AND OTHER DOCUMENTS ..... ......... ..'p Input: 120VAC PREPARED BY ANDREW V.GIAMBERTONF,AND ASSOCIATES,ARCHITECTS,PC. (AVGA)FOR THIS PROJECT,ARE INMMNIENTS OF AVGA. THESE DOCUMENTS RV OOutput: 16A ARE SEICES FORT HE USE.SOLELY\Y7TH RESPECT TO THIS PROJECT.UNLESS Red (Load) O O'Hi AMISF, PROVIDED, AVGA SIIALI.BE DEENII'sD THE AUTHOR OF THESE r 2 DOCUNI'NTS AND SHALL RETAIN ALLCOMNIONLAW,STATUTORY ANDOTIIER I - Fused Elevator RESERVED RIGHTS THAT THESE' DOCUMENTS SHALL NOT BE USED BY THE i OICNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS A j Disconnect PROJECT, OR FOR 1111; COMPLETION 01; THIS PROJECT FOR OTIIERS. t Pl(,ttcd: Wedncsdav,May 29,2024-11:19am By: kspcar ...... ... ... .... (D Room Local Line Voltage Switch (20A-12VAC) 1 O irk: J:\�1oo\Dra�ti„ r;lc\'r1n.1?Ncl„wrs-u��ria,\noors.2.a O O Controlled Load (light, switched receptacles, 3 Phase 208-480VAC -- - -, Non-Fused and/or fans)within Guest Room fide: Ground - ' Elevator o o Electrical Disconnect 3 Furniture-Mounted Supplemental Task Lighting with tmv Voltage 24V ►� -- _- _ , local doorjamb switch(es) Details Shunt Trip Voltage 120VAC Leviton HKSWP-ODX To Elevator To Elevator E Equipment in Equipment pp Equal Scale: As Noted or Approved one conduit (Dry Contact in drawn: KD separate conduit) TYPICAL ELEVATOR SHUNT TRIP GUEST ROOM MASTER KEYCARD SWITCH DETAIL AND DIAGRAM WIRING DIAGRAM DETAIL. REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND 502 FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS . - I_� W tt ss Z Wall Opening Protective Materials (CLIV, CLIV7) � Wall Opening zi Protective Materials (CLIV) C us v CL UUcUL SYSTEM NO.F-C•3D12 Firestop Putty Pad ctassi sell by ` V CABLEIGABLE BUNDLE TIqRCUGH WOOD FLOORICEiLING ASSEMBLY (CP 617, CP 617E and CP 617XL) Ito ai z 3�dBCAANU�c s;oi cc� IL CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 3 3l4 by 3 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by Allied F-RATING a 1"HR.OR 2-HR 8 Product descrtptlon U Molded Products,Inc.,made from fiber reinforced thermoplastic and bearing a 2 hr rating under the"Outlet Boxes and Fittings Class cation 0 T-RATII4G=0-HR.,1-HR.,OR 1.31444R. A O boxes %eolldable firestop putty designed to help protect electrical outlet --- _1" CP 6'7 or CFS-P PA Firestop Putty Pads,for use with flush device UL Listed Metallic Outset Boxes Installed with steel mud rings or UL Listed for Fire Resistance'category in the Fire Resistance Directory.Putty pads and boxes for use in 1 hr fire rated gypsum wallboard assemblies, TOP VIEW SECTION A-A } Normetallic Outlet Boxes in framed wall assemblies as specified below.When protective material is used on outlet boxes on both sides of the wall framed with min 3-1/2 in.deep wood studs and constructed as specified in fhe individual U300 Series Wall and Partition Designs in the Fire - --�►- Product features Resistance Directory.Outlet box secured to wood stud by means of two nailing tabs supplied with the outlet box.Putty pads shall lap min 1/2 4 Cl Applied by hand as directed,the horizontal separation between outlet boxes on opposite sides of the waft may be less than 24 in.provided that the boxes are not 0 Fast installation installed back-to-back(unless otherwise indicated).Installation shall comply with the National Electrical Code(NFPA 70).Min 118 in,thick(CP in.onto the stud and gypsum board within the stud cavity,Outlet boxes installed with plastic cover plates. 3 5 1 1 617 or min 0.2 in.(CFS-P PA)thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box(except for 2 Areas of application I the side of the outlet box against the stud)and conduit fittingslconnectors and to completely seal against the stud and gypsum board in the wall CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 4 in,by 1-'/in.deep flush device UL Listed Metallic Outlet Boxes installed with 1 in Protection of electrical outlet boxes © Cav unless otherwise noted below.When CFS-P PA is used,the y steel cover plates in 1 hr.fire rated gypsum wallboard wan assemblies framed with min 3-1/2 in.deep wood or steel studs and constructed as A __ __ A hr putty pads may be installed with the release liner intact on the outside of the p _` For use with pad with the exception of any overlaps,in which case the liner is to be removed from the bottom layer at the overlap location.The box specified in the individual U300,U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory.The boxes are installed In Gypsum wall assemblies with wood or metal studs composition,max device dimensions,hourly rating,type of stud and type of faceplate are specked below, back to back with 5 in.by 4 in.UL Classified fire block,FS 657,CP 657 or CFS-BL Firestop Block installed In the cavity between the two boxes t ____ I��\ tt� Examples Technical Data* CP 617 [7 Where two outlets are within a single stud/cavity or within 24" Dimensions(LxwxH) CP 617:6°x 7"x 116"(I5 x 16 x 03 an) CP 617 or CFS-P PA Firestop Putty Pads,for use with max 14 by 4 by max 2-1/2 in.flush device UL Listed Metallic Outlet Boxes installed with n9 CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 4 by max 2-1/8 in.flush device UL Listed Metallic Outlet Boxes installed with steel CP 617L:7"x 7r'x 1/8"(18 x 1e x 0.3cm) cover plates in 1 and 2 hr.fire rated sum wallboard wall assemblies framed with min 3-1/2 in.deep wood or steel studs and constructed as measured horizontally(not back to back tireless specified by the steel cover plates In 1 and 2 hr.fire rated gypsum board wall assemblies framed with min 5-112 in.deep wood or steel studs for 2 hr fire rated 01 specific UL approval) CP 617xL 9"x 9"x 118"r23 x 23 x 0.3 an) P 9YP P consistency Moldable putty specified in the individual U300,U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. walls and min 31/2 in.deep wood or steel studs for 1 hr fire rated wails,Walls constructed as specified in the individual U300,U400 or V400 Color Red Series Wall and Partition Designs in the Fire Resistance Directory.Stud cavity insulation is required and shall consist of min 5-1/2 in.(2 hr Application temperature 401F(S'C)to 9W(35'C) CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4-11/16 by 4-11116 by max 2-1/8 in.,or max 4-3/8 by 4-718 by max 2-1/8 in.,flush rated walls)or min 3-1/2 in.(1 hr rated walls)thick fiberglass(min 0,8 pef)or mineral fiber(min 4 pcf).Putty pads shall lap min 112 in.onto the I .-"/A\ . _+ Storage temperature 40'F(5°c)to 1 o4°F(40'C) device UL Listed Metallic Outlet Boxes installed with steel cover plates for use in 1 hr fire rated V446 gypsum boardlsteet stud or U341 gypsum stud and gypsum board within the stud cavity.When boxes are interconnected by means of electrical metallic tube(EMT)or conduit,a ball of 3 6 Curing time Non-curing board/wood stud Wall and Partition Design No,in the Fire Resistance Directory.When U341 wall design is used,wall shall be sheathed with 518 Ply pad material shall be used to completely plug the open end of each EMT or conduit within the box. ANDREW Vill Density 1.48 g/cm° in,gypsum board,and glass or mineral fiber batt insulation shall be installed in stud cavities in accordance with U341 design.Boxes may be 1.WOOD FLOORIC:EILING ASSEMBLY(UUcUL CLASSIFIED L500 SERIES)(1-HR.OR 2-HR.FIRE-RATING) Irdumescerd activation Approx.22o"F to 25o"F installed back-to-back. CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4-11/16 by 4-11/16 by max 2-1/8 in.flush device UL Listed Metallic Outlet Boxes (2-HR.SHOWN). (1041C to 121"C) installed with steel or plastic cover plates for use in 1 and 2 hr fire rated gypsum board wall assemblies framed with min 5-1/2 in.deep steel Volatile solvents None CP 617 Or CFS-P PA Firestop Putty Pads,far use with max 4-11/16 by d-11116 by max 2-1/8 in.flush device UL Listed Metallic Outlet Boxes studs and constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Designs in the Fire GIAMBERTONE 2.LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER,PLYWOOD,OR FLOOR TOPPING Aattestos fibers Nona Resistance Director Putty ads shall la min 112 in.onto the stud and MIXTURE. Surface burning ch>Xacteristics Flame spread.15 Installed with steel cover plates for use in 1 and 2 hr-fire rated gypsum board wall assemblies framed with min 3-112 in.deep wood or steel studs c tta P P gypsum board within the stud cavity.When boxes are interconnected 3.(OPTIONAL]GYPSUM WALL ASSEMBLY(UUCUL CLASSIFIED U300 SERIES)(1-HR.OR 2-HR.FiRE-RATING) ( E e4-96) smoke development:ill and constructed of the materials and in the manner specified in the individual U300,U400 or V400 Series Wall and Partition Designs In the Fire or means of electrical metallic Tube{EMT)or Conduit,a ball of putty pad material shall be used r completely plug the open end I each EMT Resistance Director Min 0.8 density fiberglass batt insulation is to be installed within the wall cavity required for 1 hr fire rated sum board or conduit within the outlet boxes.Metallic outlet boxes may be provided with steel attachment brackets which offset box min 1/d in.from stud. (2-HR.SHOWN)CONSISTING OF NOMINAL 2"x 6"OR PARALLEL 2"x 4"LUMBER PLATES AND STUDS. Sound tranrmisaiwl classification 59(Relates to specific construction) Directory. I� ty g ty q 9YP & ASSOCIATES , (ASTM E tro-Wn wall assemblies and optional in 2 hr fire rated gypsum wallboard assemblies. When steel attachment brackets are used,pally pad to be affixed to the back and all four sides of the box. 4.CABLE BUNDLE MAY CONSIST OF ANY OF THE FOLLOWING: Tested In accordance with A.RG 59 COAXIAL CABLE WITH PVC JACKET. •UL 263 •ASTM E 84 •AS11N G71 CP 617 or CFS-P PA Firestop Putty Pads,for use with max d by 3-314 by 3 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by Carton 'CFS-P PA Moldable Putty Pads,for use with max 4-11/16 by 4-11116 in.by max 2-118 in.flush device UL Listed Metallic Outlet Boxes installed B.MAXIMUM SIC NO.22 AWG TELEPHONE CABLE WITH PVC JACKET. 'At 73°F(23'C}m,d 50%relalWe humidity Electrical Products,made from polyvinyl chloride,and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification for Fire Resistance" with steel cover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in.deep steel studs and constructed of the C.MAXIMUM 21C NO.12 AWG CABLE ATTH PVC JACKET. r category in the Fire Resistance Directory.Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies,framed with min materials and in the manner specified in the individual U400 and V400 Series Wail and Partition Designs in the Fire Resistance Directory.An D.MAXIMUM SIC(+GROUND)210 AWG SER CABLE(ALUMINUM OR COPPER)WITH PVC JACKET. °'MAC PnD,EcmT FM 3-1/2 In.deep wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. additional 314 in.ball of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box. ARCHITECTS E.MAXIMUM 3!C +GROUND N0.2l0 A{�tG TYPE NM GABLE WITH PVC JACKET. a�sEEpPAWCTCAITEGO"IN°N A"�, Outlet box secured to wood stud b means of two nailing tabs supplied with the outlet box.Putty( ) Y ll Pe pads shah lap min 112 in.onto The stud and CFS-P PA Moldable Putty Pads,for use with max 4 by 4 by 2-118 In.flush device UL Listed Metallic Outlet Boxes installed with steel or plastic u IW REslsraNCE DIFECTom F.MAXIMUM 3tC N0.12 METAL-CLAD(BX)CABLE r4rr gypsum board within the stud cavity.Outlet boxes installed with steel or plastic cover plates. G.MAXIMUM 1"DIAMETER METAL-CLAD TEK CABLE WITH PVC JACKET. cover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in.deep steel studs and constructed of the materials and in 1'_- H.ANY CABLES,METAL-CLAD CABLES,OR ARMORED CABLES CURRENTLY LISTED UNDER THE Installation instructions for CP 617 CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 4 by 2-7/8 In.deep UL Listed Nonmetallic Outlet Boxes manufactured by Carton the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory,An additional 314 In. 62 Elln Street THROUGH PENETRATING PRODUCTS CATEGORY. Notice stud)and comptelety sent against the stud within the Not for use Electrical Products,made from polyvinyl chloride,and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification for Fire Resistance" ball of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box. • Before handling,read Material Safety Data Sheet and atw cavity. . In areas exposed to water category in the Fire Resistance Directory'.Putty pads boxes for use in the 1 hr fire rated V446 gypsum boardtsteel stud or U341 gypsum Huntington, NY 11743 L MAXIMUM VC(+GRND)NO.300 KCMI:L ALUMINUM SER CABLE. CFS-P PA Moldable Putty Pads,for use with max 14.1/4 by 4-112 by 2-1/2 in.flush device UL Listed Metallic Outlet Boxes installed with steel produce lat>9t r«rare usage and health Inrormauon. 3- Reshape CP en m lit around conduit or cables. board1w00d stud Waft and Partition Desi n in the Fire Resistance Directo When U341 wall dens n' 5.MINIMUM 314"DEPTH HILTi FS-ONE INTtIVESCENT FIRESTOP SEALANT FLUSH WiTH TOP SURFACE OF - Instructions below are general gukierines-always 4, Press CP 617 to an sloes or electrical box. StorageStare only In the original packaging In a location at 9 ry• g is used,wall shall be sheathed with 5/8 in. cover plates in 2 hr fire rated sum board wall assemblies framed with min 3-1/2 in.deep steel studs and constructs f n ' refer to the applicable hting(CLIV)In the UL Fire 6. Romove other side of label. temperatures 40*F(6'C)to 104`F 4CrGI gypsum board,and glass or mineral fiber batt insulation shall be installed in stud cavities in accordance with U341 design.Outlet box secured t0 gypsum P d o the materials and in FLOOR OR SOLE PLATE OF CHASE WALLL. Revitarlea Directory or Hl%Firestop Systems Guide { ( steel stud by means of fastening tab supplied with the outlet box.Putty pads shall lap min 112 In,onto the stud and gypsum board within the stud the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory.An additional 314 In. S.MINIMUM 518"DEPTH HiLTI FS-ONE INTUMESCENT FIRESTOP SEALANT FLUSH WITH BOTTOM SURFACE for complete lnsiallatWn Information cavity.Outlet boxes Installed with steel or plastic cover plates ball of putty pad material shall be used to plug the end of each electrical retallic tube or conduit at its connection to the box. Telephone: 631.3 67.0050 OF CEILING OR LOWER TOP PLATE. Apprication of Tirestop putty .Boxes may be installed bade to back. 1, After ensuring box Is cleaned of loose detxis.dirt, CP fill or CFS-P PA Flresto p y y ( y y ) p Fax: 6 31.3 67.6 63 6 NOTES:1.MAXIMUM DIAMETER OF OPENING FOR 1-HR.OR 2-HR.FiRE-RATED ASSEMBLY oil,moisture,frost and wax,remove rate from one It CP 617 Firestop Putty Pads,for use with max 2-1/4 by 3-3/4 by 2-3/4 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by Pass and p Putty Pads and HILT(Firestop Box Inserts,for use with maximum 4 b d b 1-f/2 in. 102 b 102 b 38 min des " side of pad.For a I to 2 hour fire rating.one �,-,_ Ei . „ lush device UL Listed Metallic Outlet Boxes installed with steel mud rings and with steel or plastic faceplates in 1 or 2 hr fire rated gypsum ymore,Inc.,and bearing a 2 hr rating under the Outlet Boxes and Fittings Classification for Fire Resistance category in the Fire Resistanceboard wall assemblies constructedIS 2"OR 2.1l2 ,RESPEC:TIVELY. CP 817 pad is requ4red_Exposed side oT pad fa """ ry, ttY pads and boxes for use in 1 and 2 hr fire rated gypsum vrallboard assemblies,framed with min 31/2 in.deep wood studs and with min 31/2 in.($9 min)wide wood or steel studs.When both protective materials are used with outlet 2.CABLES TO FILL MAXgUiUM 45�OF CROSS•SEC TIONAt AREA OF OPENING. placed ogres,box. Directory.Putty boxes on both sides of the wall as directed,the boxes may be installed back-to-back provided that the backs of the boxes are minimum 1/2 in. 2. CP 617 Firestop Putty Pads are to be i+lataasd to ° constructed as specified in the Individual U300 Series Waft and Partition Designs in the Fire Resistance Directory.Gullet box secured to wood 1,� coRlpletely cover the exterior surfaces of Me outlet ,RamnvsIaHdlronaa 2.MwmCP6,7[o B-ReehePnCP61tm/1r ,�P,pr,CPS„tp,p S.imm".remn�sga stud by means of two nailing tabs supplied with the outlet box.Putty pads shall lap min 1/2 in.onto the stud and gypsum board within the stud (13 mm)apart and provided that the boxes are not interconnected.Adjoining pieces of moldable putty pads to be overlapped approx 112 in.(13 GiambertoneArchitects.corn box(except for the side of the outlet box avnst the 00 of cP lilt .outlet", ~d b� u4.of µeel t- a I" cavity.Outlet boxes installed with steel or plastic cover plates. mm)at the seam.An insert pad shall be installed to completely cover the back inside surface of each outlet box. 1�, -t,, MnttlivesFirestop Reproduced to HILTI,Inc. Laboratories, Courtesy of Reproduced by HILTI,Inc.Courtesy ofWsaving rues Underwriters Laboratories,Inc.7• through innovation11 U�,���� Underwriters Laboratories,Inc. Hilti. Outperform. Outlast. A I and educaum Hilt! FirestopSystems October 29,2013 October 29,2013 Hilt],Inc.(U-S.)I t-e00-M-80001enespaW 1-800.8'19 5000lwww.us.hifi.com 2e9 Hilti. Outperform. Outlast. y Page:1 of t Hilts Firestop Systems Page:2 of 2 Hilti,Inc.(U.S.)1-800-879.8000•www.ushilti.com-on espanol I-BUM79-5000-Milli Firestop Systems Guido FREEMAN ENGINEERING,PLLC Q��E , FIRE STOP OF WIRING AND CABLE THROUGH RATED WOOD DETAIL _ 3555 Veterans Memorial Hwy FIRE STOP OF METALLIC OR NON-METALLIC BOXES THROUGH RATED GYPSUM WALL DETAIL i .,x SuiteQ (HILT( "FS-ONE INTUMESCENT" OR APPROVED EQUAL) le . 71 Ronkonkoma, NY 11779 W: 631-648-0577 Per 2020 NYSBC Section 714.4 Through penetrations shall be protected by an approved penetration firestop system Per 2020 NYSBC Section 714.4 Through enetrations shall be protected b an approved penetration firestop system el. ` ?Ab installed as tested in accordance with ASTM E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch g p P Y PP P P Y &IME0A% P P installed as tested in accordance with ASTM E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch freemaneng@optonline.net (2.49 Pa) of water and shall have an F rating of not less than the required fire-resistance rating of the wall penetrated. (2.49 Pa) of water and shall have an F rating of not less than the required fire-resistance rating of the wall penetrated. 1. APPLICABLE"UL"CERTIFICATION AND APPLICATION 1.1. THE"UL L528" HAS A"BXUV/UL 263" FIRE RESISTANCE RATING AND THE"BXU\("GUIDE INFO IT STATES THAT NON-METALLIC BOXES FOR RATED FLOOR/CEILING ASSEMBLIES ARE project: REQUIRED TO BE CERTIFIED FOR FIRE RESISTANCE"CEYY".THE THOMAS&BETTS R9140(CEYY) UL GUIDE INFO INCLUDES THE LIST OF THE BOXES AND APPLICATIONS FOR EACH. INCLUDING: 1.1.1. "FOR USE IN FIRE RESISTANCE ASSEMBLIES,WITH 2 HR OR LESS CLASSIFICATION PERIOD, CONSISTING OF WOOD JOISTS AND GYPSUM WALLBOARD CEILINGS OR WALLS CONSTRUCTED OF WOOD OR NONBEARING STEEL STUDS AND GYPSUM WALLBOARD.CLEARANCE BETWEEN BOXES AND CUTOUTS IN CEILING SHALL NOT EXCEED 1/8 IN.THE The Enclaves AREA OF OPENINGS FOR BOXES SHALL NOT AGGREGATE MORE THAN 20.0 SQ IN PER 100 SQ FT OF WALL OR PARTITION AREA WITH NO OPENING EXCEEDING 13.0 SQ IN." 2. MANUFACTURER CATALOG NUMBERS 2.1. THE FOLLOWING "CEYY"APPROVED THOMAS&BETTS CORP"CARLTON BOXES"ARE ACCEPTABLE FOR USE FOR THIS APPLICATION PER UL GUIDE INFO: FOR "CEYY.R9140"; 2.1.1. TYPES 2030, 2030-F,-FT,-38,-502,-502F,-502FT,-702,-702F,-702FT, 2051), 2060, 2070,2070-F,-FT, 2080,3000,3000-02,-02-04,-9-40;3020,-C,-40,-C-40, 3030, 3030-02, -02-40,-40,-9-40,0,-3022-40,3051,3060,3090,30902-C B,3 60,-C,-N,--C-40-NO2,-4-40,- ,-94,-94-40,-9402,-9-40,-C,-95,-95-40,-9502,-9502-40,-,-6-40,-602-40,-6, Isolated Ground Diagram 120 VAC -602,-3,-302,-3-40,-302-40, CFB,-02-CFB,-3-CFB,-302-CFB,3160,-C,-40.,-C-40,-94,-94-40,-C-94,-C-94-40,-95, -95-40,-C-95,-C-95-40, CFB,-02-CFB,-3-CFB,-302-CFB, 3190,3190-40,-C,-C-40,-94,-94-40,-C-94,-C-94-40,-95,-95-40,-C-95,-C.-95-40,-CFB,-02-CFB,-3-CFB,-302-CFB,4051,4052,4060,4060-40,-R,-R-40,-R02,-R02-40,-NO2,-NO2-40,-02,-02-40,-3,-3-40,-302,-302-40,-94,-94-40,-9402,-9402-40,-95,-95-40,-9502,-9502-40,-N,-N-40,-6,-602,-CFB,-02-CFB,-3-CFB,-302-CFB,4061,4070, 56655 Route 25 4070-N,-N-40,-NO2,-NO2-40,-02,-302,-40,-3-40,-302-40,-94,-94-40,-9402,-9402-40,-95,-95-40,-9502,-9502-40,-02-40,-3,-R,-1102,-6-40,-302,-602-40,-C,-C-40, -3-40,-302-40,-CFB,-02-CF13,-3-CF13,-302-CFB,4100,4100-02,4160-C-94,-C-94-40,-94,-94-40,-C-95,-C-95-40,-95,-95-40,CFB,-02-CFB,-3-CFB,-302-CFB,4170,-40, 4170-C,4170-C-40,CFB,-02-CFB,-3-CFB,-302-CFB,5060,5070, 6020, -02,-4,-402,-402F,-402FT,-412,-6030-2,6030-202,6040, 6050, 6050-01,-02,-4,-402,-4012,6060, ts Lo 4GROUND /'�, o Southold New York 6060-02,-402,-402F,-402FT,6070,-02,-4,-402,6080,-02,-04,-402,609C1,-402,-402F,-402FT,7000-202,7010,-02,-8,-802,7010C,-8, 7020,-02,-8,-802,-81,-81-02, SURGE NOTES: ISOLA 7020C,-8,-81,7040,7060, 7090, 8040,-02,-4,-402,8050,-402,8060,8090,-402,9030-7,9030-702,9040-702,9050-702,9060-7, 9060-702,9070-7, 9070-702, FN-23, RN-23, 1 2 0 UAC SUPPRESSOR 1.BODY GROUND IS SEPARATE FROM PLUG GROUND SN-21, DV.SNO-18 NONMETALLIC OUTLET BOXES.OUTLET BOXES, MODELS N40-712, NS30-914,SS30-914, FOLLOWED BY-C OR-GC;N40-712,540-712, FOLLOWED BY C,-GC, ON AN ISOLATED GROUND RECEPTACLE. -MRC,-RC,GRC; MODELS N-321,-423,5-321,-423,ALL FOLLOWED BY C,GC,C-94,GC-94,C-95,GC-95. (218-003-209) 2.AT NO POINT BUT AT THE GROUND BUS SHOULD ISOLATED GROUND BE TIED TO N2.1.2. THE ABOVE CATALOG NUMBERS MAY OR MAY NOT CONTAIN THE SUFFIXES"BP","K", "P'I,"CP", "M", "PC","WON",OR"UB"OR THE PREFIX"P"WHICH MAY BE FOLLOWED BUILDING GROUND. ob number: BY ONE OR MORE NUMERIC CHARACTERS.3. NYS BSC 2017 UNIFORM CODE SUPPLEMENT 2016 NYSBC 2015 IBC 3RD PRINTING EADS z. ( ) - AS SHORT AND STRAIGHT 16-003/7100 3.1. SECTION 703 FIRE RESISTANCE-RATED CONSTRUCTION AS POSSIBLE 3.1.1. 703.1 MAINTENANCE-INCLUDING BUT NOT LIMITING TO ALL REQUIREMENTS OF THIS SECTION; BOWLING CENTER III ISOLATED 3.1.1.1. RECORDS OF INSPECTIONS AND REPAIRS SHALL BE MAINTAINED. MAIN SERVICE PHASE A GRN/YBL GROUND date: ENTRANCE BLK/ERN - RECEPTACLE 3.1.1.2. OPENINGS MADE THEREIN FOR THE PASSAGE OF PIPES, ELECTRICAL CONDUITS,WIRES, DUCTS,AIR TRANSFER OPENING AND HOLES MADE FOR ANY REASON SHALL BE PHASE B PROTECTED WITH APPROVED METHODS CAPABLE OF RESISTING THE PASSAGE OF SMOKE AND FIRE. 3.1.1.3. OPENING MADE THROUGH FIRE-RESISTANCE-RATED ASSEMBLIES SHALL BE PROTECTED BY SELF-OR AUTOMATIC-CLOSING DOORS OF APPROVED CONSTRUCTION BLUR HOT/LIVE � o 0 0 08.21 .23 25% SD ISSUED FOR REVIEW MEETING THE FIRE PROTECTION REQUIREMENTS FOR THE ASSEMBLY. � ISOLATED GROUND ®� 09.06.23 80� SD ISSUED FOR REVIEW 4. NYS BSC 2017 UNIFORM CODE SUPPLEMENT 2016 NYSBC(2015 IBC 3RD PRINTING) (REQUIREMENTS: o OUTLET BOX HOT 4.1. SECTION 712.4 HORIZONTAL ASSEMBLIES \ NEUTRAL NORMAL"COMMON"GROUND, NEUTRAL ®� SEE NOTEOUND" 09.22.23 DD FOR REVIEW & COORDINATION 4.1.1. PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL,PROVIDED SUCH BOXES HAVE BEN TESTED FOR USE IN FIRE-RESISTANCE RATED ASSEMBLIES AND INSTALLED o o BUILDING GROUND 09.29.23 80� DD ISSUED FOR REVIEW IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. C113- > JM o0 0, "BODY R 10.12.23 50% CD ISSUED FOR PERMIT WHT ��,��� G OUND" 11 .15.23 FOR REVIEW & COORDINATION RATED NON-METALLIC BOXES FOR USE IN �UL L528" RATED EARTH GROUND CONDUCTOR I iiim oiliiiiilliiiiiilliiiiiiii-m- I F GREEN/YELLOW GROUND GROUNDBUS III - - 01 .170.24 ISSUED FOR PERMIT SEENOTE2 ill- -_ 02.07.24 ISSUED FOR BID GYPSUM WOOD JOISTS FLOOR/CEILING ASSEMBLY INSULATED NEUTRAL INSULATED GROUND I -1- t 03,22.24 RE-ISSUED FOR BUILDING PERMIT BUSS ISOLATED GROUND BUSS ELECTRONICS SUBPANEL �IUL 11 CERTIFICATION AND APPLICATION NEUTRAL BUS O4.29.24 ISSUED FOR ADDENDUM NO.2 1. APPLICABLE 1.1. THE UL U341 AND UL347 HAVE A BXUV/UL 263" rr FIRE RESISTANCE RATING AND THE BXUVrr = SUBPANEL GUIDE INFO IT STATES THAT NON-METALLIC BOXES FOR RATED WALL ASSEMBLIES&. BARTH GROUND ® 05.22.24 ISSUED FOR ADDENDUM N0.3 ARE REQUIRED TO BE CERTIFIED FOR FIRE RESISTANCE"CEYY".THE THOMAS BETTS R9140(CEYY) UL GUIDE INFO INCLUDES THE LIST OF THE BOXES AND APPLICATIONS FOR ELECTRODE OR EQUIVALENT __ EACH, INCLUDING: 1.1.1. "FOR USE IN FIRE RESISTANCE ASSEMBLIES,WITH 2 HR OR LESS CLASSIFICATION PERIOD,CONSISTING OF WOOD JOISTS AND GYPSUM WALLBOARD CEILINGS OR WALLS CLASS "a" 5 OHMS OR LESS CONSTRUCTED OF WOOD OR NONBEARING STEEL STUDS AND GYPSUM'WALLBOARD.CLEARANCE BETWEEN BOXES AND CUTOUTS IN CEILING SHALL NOT EXCEED 1 8 IN. I .J `.t > THE AREA OF OPENINGS FOR BOXES SHALL NOT AGGREGATE MORE THAN 20 SQ IN. PER 100 SQ FT OF CEILING AREA WITH NO OPENING EXCEEDING 13.0 SQ IN. NO BOX SHALL BE LOCATED WITHIN 6 FT OF ANOTHER.THE AREA OF OPENINGS FOR BOXES USED IN WALL OR PARTITION ASSEMBLIES SHALL NOT AGGREGATE MORE THAN 100 SQ IN PER THE POWER OF PARTNERSHIP 100 SQ FT OF WALL OR PARTITION AREA WITH NO OPENING EXCEEDING 2.5.0 SQ IN.-' 2. MANUFACTURER CATALOG NUMBERS 2.1. THE FOLLOWING "CEYY"APPROVED THOMAS& BETTS CORP"CARLTON BOXES"ARE ACCEPTABLE FOR USE FOR THIS APPLICATION PER UL GUIDE INFO: "CEYY.119140"; 2.1.1. TYPES 3051,4041,4022-12,4042-12,-14,-34,4043,4051,4052,4061,4062,5052,5053, 5054,5055 ACCESSORIES. 2.1.2. TYPES 1010, 1030, 1030-F,-FT,1032, 1032-C,-F,-FT,-FTC,-F-C, 1040, 1040-F,-FT, 1043, 1043-C,-FTC, 1050, 1050-F,-FT, 1052, 1052-C,-FT,-FTC, 1063, 1063-C, 1072, 1072-C, 1140, 1240, 1250, 1250-FT,-112,-112-11-TB,-112-TB,-114,-138, 1260, 1260-138, 2000, 2000-6,-112-02FT,-38, 114-02-FT,-138,-283,-R-C,2000-11-02,-112-02,-114-02, -738, 2000-F,-FT,-F-11-02,-F-114-02, 2002-R,-RC,-1102,-138,-238,-738,-738C, 2022, 2022-112,-112C,-114,-114C,-R, 2030, 2030-F,-FT,-502,-502F,-502FT,-702,-702F, -702FT,-38,2050,2050-NO2, 2060,2070,2070-F,-FT, -NO2,-2080;3000, 13000-02,-40,-02-40,3020, -02,-02-40,3030,3030-02,-40,-02-40,3080,-02,-40,-02-40,3090, 3090-02,-02-40,-3,-3-40,-6,-6-40,-40,-94,-94-40,-95,-95-40,-302,-302-40,-602,-602-40,-9402,-9402-40,-9502,-9502-40,-N,-N-40,-NO2,-NO2-40,-CFB,-02-CFB,-3-CF13, ,�0 OF NCW III-302-CFB,3160,-C,-40,-C-40,-94,-94-40,-C-94,-C-94-40,-95,-95-40,-C-95,-C-95-40,-CFB,-02-CFB,-3-CFB � ,-302-CFB,-3190,-C,-40,-C-40,-94,-94-40,-C-94,-C-94-40,-95, ��, sfkr FR gyp,. -95-40,-C-95,-C-95-40,-CFB,-02-CFB ,-3-CFB,-302-CFB,4000-1,-1-02,-N, -NO2,-NO2,-R-02,-02,-2,-2-40,-302,-602,-94,-95,-9402,-9502,4020,-02,-R,-R02,4022-12,4030,-2,-3 QUBICA ISOLATED GROUND DETAIL �- 4030-40,4040,4040-1,-1-02, ,-4,-6,-94,-95,-602,-9402,-9502,4060,4060-40,4060-3,-3-40,-02,-02-40,-94,-94-40,-95,-95-40,-302,-302-40,-9402,-9402-40, * 4 * -9502,-9502-40,-NO2,-NO2-40,-N,-N-40,-R,-R-40,-RO2,-R02-40,-CFB,-102-CFB,-3-CFB,-302-CFB,4062,4070,4070-02,-3,-40,-94,-95,-302,-302-40,-02-40,-3-40,-6-40, - . -94-40,-95-40,-602-40,-9402,-9402-40,-9502,-9502-40,-N,-NO2,-N-40,-NO2-40,-RO2,-CFB;-02-CF13,-3-CFB,-302-CF13,4100,-02,4160,4160-40,4160-C,4160-C-40, .. 4160-C-94,-C-94-40,-94,-94-40,-C-95,-C-95-40,-95,-95-40,-CFB,-02-CF13,-3-CF13,-302-CFB,4170,4170-40,-C,-C-40,-CFB,-02-CFB,-3-CF13,-302-CFB, 6063,-02,5020,5060, ' 5070,6010,-02,-4,-402,6020-4,-402,-402F,-402FT,-412, 6022-4,-402, -422, 6023,6023-02,-4,-402, 6030-2,-202, 6040, 6050, -01,-02,-4,-4012,-402,6060-02,-4,-402, c�� tip . -402F,-402FT,-402-114, 6062,6062-02,-4,-402,-402F,-402FT,6063,-02,,-4,-402,-402FT, 6070,-02,-4,-402, 6080,-02,-4,-402,-402F,6090, 6090-4,-402,-402F,-402FT, ADO Ss1aNPI 7000-202, 7002-2,-202,-11-02,7010,-02,-8,-C,-C-B,7020,-02,-8,-2-81,-81-02,-802,-C,-C-B,-C-81, 7022,-02,-4,-402,-4022,7030,7032,7032-02,-4,-402,7040, 149/a 7052-202,-502,-702,-112-02,-114-02,-NO2,-R02, 7060,7062-2,7072,7072-01,-02,-102,-138,-2,-202,-238,-111,-111-02,-112,-112-02,-114,-114-02,-211,-211-02,-212, -212-02,-214,-214-02,-N, -NO2,-R,-RO2,-138-02,-238-02,-111-02,-114-02,-211-02,-214-02,7073,7073-2,-202,-211,-211-02,-212,-212-02,-214,-214-02,-238-02, 211-2, -238-02,-11-02-131-1,-114-02-131-1,-112-02-BH,-138-131-1,-138-02-BH, 7074,7074-02,-211,-211-02,-214,-212,-11-02-BH,-114-131-1,-112-131-1,-BH,-02-131-1,-212-02,-214-02,-238, status: -238-02,-11-131-1, -114-02-13H,-112-02-BH,-138-131-1,-138-02-131-1,7080-202,7082-02,-2,7090,8040,-02,-4,-402,8050,8050-402,8060,8090,8090-402,9010-7,-702,9030-7, -702,9040-702,9050-702,9060-7,-702, 9070-7,-702,A04-12,A04-34 NONMETALLIC OUTLET AND SWITCH BOXES.OUTLET AND SWITCH BOXES ON OPPOSITE SIDES OF A WALL OR PARTITION SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 3 IN. PROVIDED THAT THE BOXES ARE NOT INSTALLED BACK-TO-BACK. BOXES ARE - - - - - - - , - - - - - - - - - - - - - _ _ , Issued for Bddin Permit ALSO SUITABLE FOR INSTALLATION IN STAGGERED STUD WALL CONFIGURATION. 2.1.3. OUTLET BOXES MODEL NH40-712 ALL FOLLOWED BY C -16C -24C -G16C -G24C OR MRC• N40-712 -1412 NS30-914 ALL FOLLOWED BY-C OR-GC I IH1 Elevator I _ ( copyright: © 2023 AVGA II 11 Ir 11 It 11 - II II II "WON", "WSW", 11 11 11 11 II 11 II 11 I, I, aw,di"6 r5P-ee/RooID I TMrmal Boz I 2.1.4. N40-712-MRC, N40-712-RC. MODELS N-321,-423,ALL FOLLOWED BY C,GC, C-94,GC-94,C-95,GC-95. � 2.1.5. THE ABOVE CATALOG NUMBERS MAY OR MAY NOT CONTAIN THE SUFFIX BP UB P CP M WON WSW WSWN F-WSW 2-WSW 2-FWSW PC OR THE ( I one I I THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREFIX"P",WHICH MAY BE FOLLOWED BY ONE OR MORE NUMERIC CHARACTERS.THE ABOVECATALOG NUMBERS MAY OR MAY NOT CONTAIN THE SUFFIX"K"• I i - �wn PREPARED BY ANDRFw V.GIAMBERTONE AND ASSOCIATES,ARCIIlTECIS,P.C. (AVGA)FORTIIISPROJECT,ART?INS(-RUMENTS OF AVGA. THESE DOCUMENTS VFD ARE SERVICES FORT HE USE SOLELY IXTTTI RESPECT TO THIS PROJECT.UNLESS 3. NYS BSC 2017 UNIFORM CODE SUPPLEMENT 2016 NYSBC(2015 IBC 3RD PRINTING)_ I t - it a TSU* I OTHERWISE PROVIDED, AVGA SHALL BE DEEMED T11E AU171101Z OF THF DOCUMENTS AND S SE SHALL RETAIN AL.LCOMMONLAW,STATUTORY ANDOTIIER 3.1. SECTION 703 FIRE RESISTANCE-RATED CONSTRUCTION I I I 4 1 RESERVED RlcFrrs TTLa'r THESE DOCUMENTS SHALL NOT BE USED BY THE 3.1.1. 703.1 MAINTENANCE-INCLUDING BUT NOT LIMITING TO ALL REQUIREMENTS OF THIS SECTIOU; I I 1 PROJECT, OR FOR '1'l1E COMPLFTION OF THIS PROJECT FOR OTTIERS.OVNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS 3.1.1.1. RECORDS OF INSPECTIONS AND REPAIRS SHALL BE MAINTAINED. I ( r D.tt P,,, a. Motted: �X'edncsdat',ilfa}'29,2024-11:19ani Ba: ks t lr 3.1.1.2. OPENINGS MADE THEREIN FOR THE PASSAGE OF PIPES, ELECTRICAL CONDUITS,WIRES, DUCTS,AIR TRANSFER OPENING AND HOLES MADE FOR ANY REASON SHALL BE I ( I ', r 'Schindler7lansferSwitchUnit 1 r'' PROTECTED WITH APPROVED METHODS CAPABLE OF RESISTING THE PASSAGE OF SMOKE AND FIRE. 1?1. mrGr M.E. r I 1, (FStsesin Branch arcuit) I File: J:\7100\Dra\N7ngFilcs\'I'IIEENCI,AVES-Hn'I'l.L\7t00H5.3.dxvg ( �Mng Clxuft D/Am DIY Cdnmas I ¢rt 3.1.1.3. OPENING MADE THROUGH FIRE-RESISTANCE-RATED ASSEMBLIES SHALL BE PROTECTED BY SELF-OR AUTOMATIC-CLOSING DOORS OF APPROVED CONSTRUCTION I -r MEETING THE FIRE PROTECTION REQUIREMENTS FOR THE ASSEMBLY. I I I BY I 4. NYS BSC 2017 UNIFORM CODE SUPPLEMENT 2016 NYSBC(2015 IBC 3RD PRINTING)_ I rl.••r.) ww-l"i I I LDU 1 4.1. SECTION 712.3 MEMBRANE ASSEMBLIES I I I I fide: 4.1.1. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL, PROVIDED SUCH BOXES HAVE BEN TESTED FOR USE IN FIRE-RESISTANCE RATED ASSEMBLIES I>zrrS.V­ .1-1-1 . . - .., , Electrical AND INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING.THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH UNLESS LISTED OTHERWISE.SUCH BOXES ON OPPOSITE SIDES OF THE WALL OR PARTITION SHALL BE SEPARATED AS FOLLOWS: I I I ( t-r11 aI ( I Installed By Schindler 4.1.1.1. BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES; n3PH3%1'�" I Details SFr DWve 4.1.1.2. BY SOLID FIREBLOCKING IN ACCORDANCE WITH 717.2.1; I PE i I ,.l,�Pn 4.1.1.3. BY PROTECTION BOTH BOXES WITH LISTED PUTTY PADS;OR ( I t � Building UtilitySpace/Room- _ I - _ - - - - - ElevatorHoistviay - _ - - I scale: As Noted 4.1.1.4. BY OTHER LISTED MATERIALS AND METHODS. Contractor Responsibility for Power Distribution drawn. 1�.0 Machine Room Less(MRL)Configuration RATED NON-METALLIC BOXES FOR USE IN TL U341 AND Figure 5. U347" RATED GYPSUM WOOD JOISTS WALL ASSEMBLIES See Layouts for exact location of equipment in Overhead and pit. SCHINDLER ELEVATOR POWER/DISCONNECT SWITCH DETAIL FEEDERS SCHEDULE O KEY NOTES ID COPPER 1. GENERATOR BLOCK HEATER AND BATTERY CHARGER - SEE PP-C2 4#10+1#1OG-Y4"C• SCHEDULE FOR DETAILS 30 2. INSTALL GENERATOR REMOTE ANNUNCIATOR IN FRONT DESK - VERIFY ® 4#8+1#10G-1"C. EXACT LOCATION WITH OWNER/ARCHITECT 60 4#6+1#1 OG-1"C. 3. PROVIDE SURGE PROTECTION. BASIS OF DESIGN: 80 8G-1Y 4" MCG-40OLS-120Y-UFP WITH MICRO-Z CABLE. Q 4#4+1# C• DATA POWER SYSTEMS (631)667-8800 100/t 3#3+1#8G-1Y4"C. 100 4#3+1#8G-1Y4"C. tt0 4#2+1#6G-%-C. 1-25-1 4#1+1#6G-1 J"C 150 1 4#1/0+1#6G-2"C. SHEET NOTES: 175 4#2/0+1#6G-2"C. 1. ALL BRANCH CIRCUITS SHALL BE WIRED WITH COPPER CONDUCTORS. ANDREW V. 200 4#3/0+1#6G-2"C. 2. SEE PANEL SCHEDULES FOR EACH PANEL SPECIFIED RATING, QUANTITY AND 225 4#4/0+1#4G-2Y"C. RATING OF BRANCH CIRCUITS AND LOADS. GIAMBERTONE F-250-1 4#250kcmil+1#4G-3 C. 3. ALL ELECTRICAL EQUIPMENT, SWITCHGEARS, PANELS, ATS, ETC. SHALL BE LABELED WITH THREE LINE PHENOLIC NAMEPLATE WITH WHITE CORE AND Y" & ASSOCIATES 275 4#300kcmil+l#4G-3"C• HIGH LETTERS. LABEL SHALL IDENTIFY NAME, VOLTAGE AND "FED FROM 300 4#350kcmil+1#4G-3"C. 4. REFER TO ELECTRICAL FLOOR PLAN DRAWINGS FOR LOCATION OF ALL F3_5701 4#500kcmil+l#3G-3Y2"C. 400 4#500kcmil+l#3G-3Yz"C. _ EQUIPMENT AND DEVICES. ® ARCHITECTS 5. ALL EQUIPMENT AND DEVICES INSTALLED OUTDOOR SHALL BE IN 600 1 2 SETS OF 4#350kcmil+1#1 G-3 C. WEATHERPROOF ENCLOSURE. F8_o_o_1 2 SETS OF 4#500kcmil+1#1/OG-3Y"C. 6. SEE E2.4 FOR LOCATIONS OF ALL ROOFTOP EQUIPMENT. 62 Elm Street loo0 3 SETS OF 4#400kcmil+1#2/OG-3Y2"C. Huntington, NY 11743 t2oo 4 SETS OF 4#350kcmil+1#3/OG-3"C. Fi-6o-ol 4 SETS OF 4#600kcmil+1#4/OG-3Y2"C. Telephone: 631.367.0050 F2-oo-ol 5 SETS OF 4#600kcmil+1#25OG-4"C. Fax: 631.367.6636 Giamb erto n eArchite c t s.c o m NOTES: 1 . FEEDERS INCREASED DUE TO VOLTAGE DROP 2. RUN THREE(3) SPECIFIED CONDUCTORS AND EQUIPMENT GROUND WIRE E M 9 FREEMAN ENGINEERING,PLLC ti 3555 Veterans Memorial Hwy Suite Q .t Ronkonkoma, NY 11779 W: 631-648-0577 �s/IYEER�? freemaneng@optonline.net STORAGE STORAGE project: The Enclaves 50 125 125 400 400 400 125 1 56655 Route 25 LP-2 PP-2A PP-2113 P-M1 P-M2 P-M3 PP-2C Southold, New York 125A 125A 125A 400A 400A 400A 125A 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 30-4W 30-4W 30-4W 3o-4W 30-4W 30-4W 30-4W job number: 16-003/7100 date: SECOND FLOOR 08.21 .23 25% SD ISSUED FOR REVIEW PANEL CLOSET KITCHEN PANEL CLOSET BACK OFFICE COTTAGE 1 COTTAGE 2 -COTTAGE 3 COTTAGE 4 09.06.23 80% SD ISSUED FOR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT GEN REMOTE SEE COTTAGE DRAWING SET 11 .15.23 FOR REVIEW & COORDINATION ANNUNCIATOR 01 .10.24 ISSUED FOR PERMIT 50 125 125 T 125 225 2 T 02.07.24 ISSUED FOR BID 0 3 3 03.22.24 RE-ISSUED FOR BUILDING PERMIT 60 kW STANDBY GENERATOR LP-1 PP-1A PP-1113 P-11<2 PP-E PP-EV PP-1C -c1 P 2 P -C4 04.10.24 ISSUED FOR ADDENDUM 1 120/208V, 30 125A 125A 125A 225A 125A 225A 125A 100A OOA OA 100 04.29.24 ISSUED FOR ADDEND M N0.2 NATURAL GAS GENERATOR (IN 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/ 8V 120/2 r20/20 12 208V 05.22.24 z4 ISSUED FOR ADDENDUM NO.3 LEVEL 2 SOUND ATTENUATED 30-4W 30-4W 30-4W 30-4W 30-4W 30-4W 30-4W -4W 30 4W 0-4W ENCLOSURE) PSEG BASIS OF DESIGN: GENERAC TRANSFORMER SG060 I C > I J TO GEN REMOTE t25 125 t25 1 n I ANNUNCIATOR J I WARNING RIBBON VJP 200A ( 3P L GRADE -- FIRST FLOOR i - - ELECTRIC SERVICE ROOM BOWLING MECH POOL MECH ELEV MECH KITCHEN MECHANI AL C05 of WW i � y.�P ERA 1`R• ��•• DIRECT BURIAL Q� PRIMARY PER UTILITY COMPANY L-- ----- - '' SPECIFICATIONS (BY ELEC CONTRACTOR)G PSEG TO DESIGNATED A�o�s�N�y APPROVED POLE - SEE SITE s�i�9/a�f TRANSFORMER PLAN FOR RISER VAULT 3 225 POLE LOCATION ram-. ��-. 400 200 200 400 3 00 50 125 (4) 750KCMIL TO PSEG 7 SETS OF (4)750KCMIL - 4"C ��___. ��-. FIRE PUMP CONTROLLER TO PP-C2A/24,26,28 status: APPROVED SPLICE BOX SPD �'�� �� 208V-30 Issued for Buildin Permit PSEG 4000AF -. -. SOFT-START (3)500KCMIL - 3-1/2"C M 3200AT �'\� �"\� PP-C2 PP-C2A PP-EM P-B P-P DP-C LP-C PP-Cl P-K1 STARTER 3#12+1#1 2G-3/4"C copyright: 0 2023 AVGA LSI-G 400A 225A 125A 400A 400A 125A 125A 225A 400A TO 75HP FIRE PUMP - IN 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V TEIE coPYRIGIrr DRAIX7NGs,srrclFlcATEovs, AND oTIIER DocHMENTs CELLAR MECHANICAL C01 a N TRANS S PREPARED BY ANDREW V.GIA.MBERTONE AND ASSOCIATPS,ARCHITECIS,P.C. �� 3�-4W 3�-4W 3�-4W 3�-4W 3�-4W 3�-4W 3�-4W 3�-4W (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ON PLAN. RUN -� -• 2 SECTION PANEL ARE SERVICES FOR T HE USE SOLELY XXTTI I RESPECT TO THIS PROJECT.UNLESS �� E PSEG FIRE PUMP 20A 3P OTHEANXISE PROVIDED, AVGA SHALL 13E DEENfrD THE:AUTHOR OF THESE CONDUCTOR/CONDUIT AS PER 2/0 G' �� �� DOCUMENTS AND SHALL RETAIN ALLCOMNIONLAW,STATUTORY AND OTHER NEC 230.6. SEE SITE PLAN �� ��-� 200 5LJ M JOCKEY RESERX'ED RIGHTS THAT THESE, DOCUMENTS SHALL NOT BE USED BY THE 2 OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS E-1 .0 FOR DETAILS. �� ��-• ATS HP PUMP PUMP PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. (4)#350KCMIL - 3"C �� ^---� CONTROLLER Plotted: Wedi,esaav,itiy29.2024-I1:19am By: k,I,ear - TO STP CT SECTION -+ -� 3-OG 500KCMIL+CIRCUIT - 3 1 - 2"C File: ):\7100\1)ra«7ngElla\'t'Iris•FNCI,AVF.S-ttO•I'IA,\7100I:6>.1.dN-g (UP-SIZED FOR - 120/208V MAIN SERVICE 3#12- 3/4 C # # / / VOLTAGE DROP) LOWER LEVEL 304W SWITCH-1 SECTION MDB-1 SECTION MDB-2 SECTION �. •t:SCE•:, . .r: ,a. '!� •wls.:'.tir� "'.... i. i'�'�t :': " • a• .�;•.e1:3. •y �• (3)500KCMIL - 3-1/2"C TO UTILITY title: TRANSFORMER AS PER NEC 230.6 3#500KCMIL+#1/OG - 3-1/2"C Electrical Riser Diagram scale: As Noted drawn: 1,CD ELECTRICAL RISER DIAGRAM 601 SCALE: N.T.S. MAIN DISTRIBUTION BOARD "MDB-1" SCHEDULE PANEL "P-P" SCHEDULE (22 kAIG MIN) PANEL DP-C " SCHEDULE22 kAIG MIN) PANEL "P-B" SCHEDULE (22 kAIG MIN) VOLTS: 120/208 VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: POOL PANEL RM VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: POOL PANEL RM VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: BOWLING MECH MAINS: 3200A-MCB INT. RATING: 70 kAIC MIN.) MAIN RATING: 400A MLO MTG: ® SURFACE ❑ FLUSH MAIN RATING: 400A MLO MTG: ® SURFACE ❑ FLUSH MAIN RATING: 125A MLO MTG: ® SURFACE ❑ FLUSH FEEDER CIRCUIT SPECIAL FEATURES: SPECIAL FEATURES: - SPECIAL FEATURES: CIRCUIT KVA REMARKS CKT. CKT. CKT. CKT. CKT. CKT.' NUMBER EQUIPMENT SERVED - NO DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION N0. N0. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION N0. N0. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION N0. C.B. SIZE POLE CONDUCTOR-CONDUIT 1 POOL MECH RM 20/1 540 900 20/1 POOL RECEPTACLES 2 1 PANEL P-Cl 125/2 7350 7350 125/3 PANEL P-C2 2 1 NETWORK SWITCH 20/1 100 600 20/1 OVERHEAD MONITORS 2 1 P-K2 225A 3 SEE RISER&FEEDERS SCHEDULE ON E6.1 90.8 3 POOL MECH RM 20/1 540 900 20/1 POOL RECEPTACLES 4 3 7350 7350 4 3 FRONT DESK PC 20/1 1300 150 20/1 HUB UNIT 4 2 PP-E 125A 3 SEE RISER&FEI.DERS SCHEDULE ON E6.1 12 5 POOL MECH RM 20/1 900 900 20/1 POOL RECEPTACLES 6 5 7350 1 7350 6 5 PINSETTER QUAD 20/1 1000 600 15/2 PINSETTER 6 7 POOL MECH RM 20/1 1 360 8 7 PANEL P-C3 125/2 7350 7350 125/3 PANEL P-C4 8 7 RECEPTACLES 20/1 720 600 8 3 PP-1C 125A 3 SEE RISER&FEI-DERS SCHEDULE ON E6.1 22.5 9 POOL/HEATER CTRL 20/1 1000 1000 20/1 POOL/HEATER CTRL 10 9 7350 7350 10 9 RECEPTACLES 20/1 360 500 20/1 BALL LIFT 10 4 LP-2 50A 3 SEE RISER&FEEDERS SCHEDULE ON E6.1 6 11 INDOOR POOL PUMP 20/2 1300 1300 20/2 OUTDR POOL PUMP 12 11 7350 7350 12 11 12 5 PP-2A 125A 3 SEE RISER&FEI=DERS SCHEDULE ON E6.1 54.2 13 1300 1300 14 13 2200 50/3 PANEL 'P-B' 14 13 14 15 SAUNA-1 20/2 1700 10100 100/3 STEAM ROOM 16 151 - 2200 16 15 16 A NDREW V. 6 PP-2B 125A 3 SEE RISER&FEI=DERS SCHEDULE ON E6.1 52.9 17 1700 10100 (3)#3+(1)#8G-1 1/4"C 18 17 2200 18 17 18 7 P-M1 400A 3 SEE RISER&FEEDERS SCHEDULE ON E6.1 124 19 SAUNA-2 20/2 1700 10100 20 CONNECTED LOAD: 98400 W DEMAND LOAD: 70,600 W 19 20 GIAMBERTONE 8 P-M2 400A 3 SEE RISER&FENDERS SCHEDULE ON E6.1 128 21 1700 675 20/3 ACCU-C-POOL 22 CONNECTED LOAD: 6,500 W DEMAND LOAD: 6,500 W 23 AC-C-POOL 110/3 7700 675 24 & ASSOCIATES g P-M3 400A 3 SEE RISER&FEIEDERS SCHEDULE ON E6.1 107.2 25 7700 675 26 10 PP-2C 125A 3 SEE RISER&FEEDERS SCHEDULE ON E6.1 35.5 27 7700 150 20/3 EF-SPA 28 * ARCHITECTS 11 SPARE 125A 3 29 EWH-1 20/2 760 500 20/3 FSDs 30 12 SPARE 125A 3 31 760 34 62 Elm Street 33 35 36 Huntington, NY 11743 MAIN DISTRIBUTION BOARD "MDB-2" SCHEDULE 37 38 39 40 38 Telephone: 631.367.0050 VOLTS: 120/208 41 42 Fax: 631.367.6636 MAINS: 320OA-MCB INT. RATING: 70 kAIC MIN.) CONNECTED LOAD: 76,150 W DEMAND LOAD: 76,150 W GiambertoneArchitects.com CIRCUIT FEEDER CIRCUIT KVA REMARKS NUMBER EQUIPMENT SERVED C.B. SIZE POLE CONDUCTOR-CONDUIT 2 SECTION PANEL 1 PP-C2/C2A (2 SECTION) 400A 3 SEE RISER&FEEDERS SCHEDULE ON E6.1 89 PANEL "PP-Cl" SCHEDULE (22 kAIG MIN) PANEL "PP-C2" SCHEDULE (22 kAIG MIN) PANEL "PP-C2An SCHEDULE (22 kAIG MIN) 2 PP-EM (VIA ATS) 200A 3 SEE RISERr;cFEEDERS SCHEDULE ON E6.1 45 �� M FREEMAN ENGINEERING,PLLC VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: MECH RM C16 VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: ELEC RM VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: ELEC RM �� �< R� 3 P-P 400A 3 SEE RISERr;cFEEDERS SCHEDULE ON E6.1 76.2 3555 Veterans Memorial Hwy MAIN RATING: 125A MLO MTG: ® SURFACE ❑ FLUSH MAIN RATING: 400A MLO MTG: ® SURFACE El FLUSH MAIN RATING: 400A MLO MTG: ® SURFACE ❑ FLUSH Suite Q 4 DP-C 300A 3 SEE RISER&FEEDERS SCHEDULE ON E6.1 54.6 SPECIAL FEATURES: SPECIAL FEATURES: SPECIAL FEATURES: t , � Ronkonkoma,NY 11779 CKT. CKT. CKT. CKT. CKT. CKT. W: 631-648-0577 5 LP-C 50A 3 SEE RISERt;cFEEDERS SCHEDULE ON E6.1 5 NO DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION NO 0. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION N N0. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION NO 1 MASSAGE 20/1 1000 360 20/1 HALLWAY 2 1 LAUNDRY 20/1 540 900 20/1 CORRIDOR 2 1 EUH-2 20/2 1500 2500 30/2 EUH-3 2 �NE�A freemaneng@optonline.net 6 PP-C1 125A 3 SEE RISER&FEEDERS SCHEDULE ON E6.1 41 .7 3 MASSAGE 20/1 540 540 20/1 HALLWAY 4 3 STORAGE/MECH 20/1 540 720 20/1 CORRIDOR 4 3 1500 2500 (2)#10+#10G-3/4"C 4 7 P-K1 225A 3 SEE RISER&FEEDERS SCHEDULE ON E6.1 75.6 5 MASSAGE 20/1 1000 1080 20/1 SPA LOBBY 6 5 HOUSEKEEPING 20/1 900 900 20/1 MECH ROOM 6 5 EUH-6 30/2 2500 2500 30/2 EUH-4 6 project: 7 MASSAGE 20/1 540 1000 20/1 JUICE BAR 8 7 ELEV LOBBY 20/1 720 720 20/1 ELEV LOBBY 8 7 (2)#10+#10G-3/4"C 2500 2500 (2)#10+#1OG-3/4"C 8 8 LP-1 50A 3 SEE RISER2;cFEEDERS SCHEDULE ON E6.1 7 9 MASSAGE 20/1 720 1000 20/1 JUICE BAR 10 9 A/V ROOM 20/1 1080 1000 20/1 W.0 10 9 3750 50/2 EUH-5 10 g PP-1A 125A 3 SEE RISERr;cFEEDERS SCHEDULE ON E6.1 54 11 MASSAGE 20/1 1000 1900 20/1 HOT TUB 12 11 A/V ROOM 20/1 1080 720 20/1 EL LOBBY CORRIDOR 12 11 3750 (3)#8+#10G-1 "C 12 The Enclaves 10 PP-1 B 125A 3 SEE RISER&FEEDERS SCHEDULE ON E6.1 53.2 13 CHANGING RM HALL 20/1 360 1900 20/1 HOT TUB 14 13 ELEVATOR LOBBY 20/1 1080 900 20/1 EL LOBBY CORRIDOR 14 13 ACCU-C-4,AC-C-4 40/2 2050 1500 20/2 EUH-7 14 11 PP-EV 225A 3 SEE RISER&FEEDERS SCHEDULE ON E6.1 59 15 CHANGING RM 20/1 1800 360 20/1 HYDROTHERAPY 16 15 360 20/1 RECEPTION 16 15 (2)#8+(1)#10G-1"C 2050 1500 16 17 CHANGING RM 20/1 1800 360 20/1 MANI/PEDI 18 17 WINE ROOM 20/1 540 700 20/1 TREADMILL 18 17 SE-1 20/3 1350 1200 20/1 HWH-1,2 & P-1,2 18 12 SPARE 125A 3 19 CHANGING RM 20/1 720 1000 20/1 MANI/PEDI 20 19 WINE ROOM 20/1 900 700 20/1 TREADMILL 20 19 1350 600 20/1 HWH-3,P-3 20 56655 Route 25 21 CHANGING RM 20/1 720 1800 20/1 SALON DRYER 22 21 ELEV/MECH 20/1 900 700 20/1 TREADMILL 22 21 1350 600 20/1 HWH-4,P-4 22 23 CHANGING RM 20/1 1800 180 20/1 MANI/PEDI 24 23 GOLF SIMULATOR 20/1 1900 700 20/1 TREADMILL 24 23 EWH-2 20/2 760 900 20/3 JOCKEY PUMP 24 Southold, New York 25 CHANGING RM 20/1 1800 1800 20/1 SALON DRYER 26 25 GOLF SIM RECEP 20/1 720 900 20/1 GYM RECEPTACLES 26 25 760 900 26 INTERIOR LIGHTING FIXTURE SCHEDULE 3 4 27 HALLWAY 20/1 360 1800 20/1 SALON DRYER 28 27 1260 20/1 GYM RECEPTACLES 28 27 DOMESTIC BOOSTER 20/3 800 900 28 job number: Q 29 ELEVATOR PIT 20/1 1500 1500 20/1 ELEVATOR PIT 30 0 29 250 20/1 DRINKING FOUNTAIN 30 29 CONTROL PANEL 800 2500 30/2 EUH-1 30 iYP MFG. GAT. NO. TYPE FWATT� LUMENS LUMEN/WATT REMARKS � 31 ELEVATOR PIT 20/1 1500 1500 20/1 ELEVATOR PIT 32 0 31 GEN BLOCK HEATER 20/1 1000 850 20/1 DF-MUAU-1,2, DOAS 2, 32 31 800 2500 (2)#10+#10G-3/4"C 32 16-003/7100 a GEILIN6 MOUNTED DOML16HT LED 15 _ _ Visual Comfort I Co -ENCL35-L-LI5 @ 33 CAR DISCONNECT 20/1 1500 1500 20/1 CAR DISCONNECT 34 � 33 GEN BATT CHARGER 20/1 1000 34 33 AC-1-3 20/2 1400 4200 50/2 EV - EATON LVL 2 34 + -GEILIN6 MOUNTED FIXTURE LED 17 _ - D 35 CAR DISCONNECT 20/1 1500 1500 20/1 CAR DISCONNECT 36 �i 35 WASHER 20/1 1440 36 35 1400 4200 (2)#8+(1)#10G-1"C 36 date: WALL MOUNTED 5CONGE LED 12 - - 37 500 20/1 FSD 38 37 WASHER 20/1 1440 38 37 38 O IIXt�aREX E55ED PANE (KITCHEN AREAS) LED 121 - - 39 500 20/1 FSD 40 39 GAS DRYER 20/1 1440 40 39 40 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW o IX4 REGE55ED PANEL (MECHANICAL AREAS) LED 16.4 41 42 41 GAS DRYER 20/1 1440 42 41 42 09.22.23 DD FOR REVIEW & COORDINATION Metalux- IX4 G6TX 3500K 80 GRI 2000LM CONNECTED LOAD: 41 ,650 W DEMAND LOAD: 29,150 W CONNECTED LOAD: 92,810 W DEMAND LOAD: 85,600 W O GEILIN6 MOUNTED DOWNLI6HT LED 15 _ _ 09.29.23 80% DD ISSUED FOR REVIEW AMETRIX 1O. PROVIDE LOCKABLE CIRCUIT BREAKER FOR ELEVATOR CAR CIRCUIT - COORDINATE 10.12.23 50% CD ISSUED FOR PERMIT 53 A5YX-2-WM-53 LED 158 FURTHER WITH ELEVATOR VENDOR FOR DETAILS 11 .15.23 FOR REVIEW & COORDINATION 52 GEILIN6 MOUNTED DOWNLI6HT LED 101 1 .10.24 ISSUED FOR PERMIT ASYX-2-WM-52 ® CEXIT LIC-HTOOPER L16HTIN6 -5URE-LITE 5CX706 '-� 3 - - O PANEL "LP-C" SCHEDULE (22 kAIG MIN) PANEL � P-K1 n SCHEDULE (22 kAIG MIN) PANEL � P-K2 � SCHEDULE�22 kAIG MIN) PANEL "PP-EM" SCHEDULE kAIG MIN) 02.07.24 ISSUED FOR BID 03.22.24 � RE-ISSUED FOR BUILDING PERMIT 1O NOT USED VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: MECH RM C16 VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: KITCHEN ELEV. VOLTAGE: 120/208 PHASE: 3 TWIRE: 4 LOCATION: SERVER STATION VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: ELEC RM 04.10.24 ISSUED FOR ADDENDUM 1 MAIN RATING: 125A MLO MTG: ® SURFACE ❑ FLUSH MAIN RATING: 225A MLO MTG: ❑ SURFACE ® FLUSH MAIN RATING: 225A MLO MTG: ❑ SURFACE ® FLUSH MAIN RATING: 225A MLO MTG: ® SURFACE ❑ FLUSH 04.29.24 ISSUED FOR ADDEND M N0.2 20 LOCATIONS, FINISH COLOR, DIRECTIONAL ARROWS AND MOUNTING AS DECIDED BY ARCHITECT. SPECIAL FEATURES: SPECIAL FEATURES: - SPECIAL FEATURES: - SPECIAL FEATURES: 05.22.24 4 ISSUED FOR ADDENDUM NO.3 OANY SUBSTITUTION OF FIXTURES SHALL ADHERE TO THE NYS ENERGY CONSERVATION CODE FOR CKT. CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. 3 THE WATTS PER SQUARE FOOT REQUIREMENTS AND REQUIRED LIGHT LEVELS FOR EACH AFFECTED NO DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION NO NO. NO. N • NO. NO NO AREA. A PHOTOMETRIC CALCULATION SHALL BE CREATED FOR EACH FIXTURE SUBSTITUTED AND 1 LIGHTING 20/1 1650 1630 20/1 LIGHTING 2 1 REFRIGERATOR 20/1 1000 720 20/1 RECEPTACLES 2 1 COFFEE MACHINE 40/3 4450 1800 20/1 TEA BREWER 2 1 REF LIGHTING 20/1 1850 950 20/1 REF LIGHTING 2 EACH AREA AFFECTED BY THE SUBSTITUTION. 3 LIGHTING 20/1 1250 750 20/1 LIGHTING 4 3 TILT SKILLET 70/3 8000 1750 30/3 WAREWASHER 4 3 (3)#8+(1)#10G-3/4"C 4450 180 20/1 RECEPTACLE 4 3 C2 COMPRESSOR 20/3 2100 1800 20/1 EVAPORATORS 4 O PROVIDE ALL MOUNTING HARDWARE FOR ALL FIXTURES F70R A COMPLETE ASSEMBLY OF EACH 5 POOL LIGHTING 20/1 1800 700 20/1 POOL LIGHTING 6 5 (3)#4+(1)#8G-1 1/4"C 8000 1750 (3)#10+(1)#10G-3/4"C 6 5 4450 1000 20/1 FRIDGE 6 5 2100 2100 20/3 C22 COMPRESSOR 6 4 TYPE OF FIXTURE. 7 POOL LIGHTING 20/1 1800 8 7 8000 1750 8 7 REFRIGERATOR 20/1 300 880 20/1 FREEZER 8 7 2100 2100 8 9 INVERTER INV-1 20/1 715 580 20/1 INVERTER INV-2 10 9 OVEN-CONVECTION 20/1 1400 12000 125/3 WAREWASHER 10 9 ESPRESSO MACHINE 25/2 2650 1100 20/2 ICE MACHINE 10 9 C114 HEATER 20/1 300 2100 10 11 12 11 OVEN-STEAMER 20/1 1300 12000 (3)#1+(1)#6G-1"C 12 11 (2)#12+(1)#10G-3/4"C 2650 1100 12 11 C114 COMPRESSOR 20/3 1200 700 20/3 C108 COMPRESSOR 12 13 14 13 REFRIGERATORS 20/1 1200 12000 14 13 TABLE RECEP/FRIDGE20/1 900 1300 20/1 OVEN/STEAMER 14 13 1200 700 14 �EoFw r EXTERIOR LIGHTING FIXTURE SCHEDULE 0 15 16 15 SODA SYSTEM 20/1 720 540 20/1 RECEPTACLES 16 15 OVEN-STEAMER 20/1 1240 1920 20/1 PROOFING CABINET 16 15 1200 700 16 Symbol tatty Label LLF MAKE AND MODEL 17 18 17 FRIDGE/FREEZER 20/1 900 600 20/1 MIXER 18 17 FRIDGE 20/1 1220 920 20/1 WORK TABLE 18 17 C125 COMPRESSOR 20/3 700 770 20/3 C118 COMPRESSOR 18 a n 4 T3 0.1100 COOPER-LX5-VA3-LED-3-830-U-A5G-A-BZ CONNECTED LOAD: 5,000 W DEMAND LOAD: 5,000 W 19 W.0 20/1 1000 500 20/1 FRIDGE/RECEP 20 19 FREEZER 20/1 460 1100 20/2 FOOD WARMER 20 19 700 770 20 ` 21 LOCKER ROOM 20/1 180 180 20/1 RECEPTACLE 22 21 CONVECTION OVEN 20/2 1950 1100 22 21 700 770 22 12 T4 O.a00 COOPER-LX5-VA3-LED-3-b30-U-A5T-A-I3Z CENTRAL INVERTER "INV-1" SCHEDULE 23 LOCKER ROOM 20/1 180 2100 25/2 ICE MAKER 24 23 1950 920 20/1 WORK TABLE 24 23 WINE BLOWERS 20/1 1400 1050 20/2 W1 COMPRESSOR 24 G 5 T5 OAOO COOPER- LX5-VA3-LED-3-830-U-5YM-A-BZ 25 FSDs 20/1 180 2100 26 25 FREEZER/RECEPTACLE20/1 1080 1100 20/2 FOOD WARMER 26 25 W3 COMPRESSOR 20/2 1050 1050 26 VOLTAGE IN/OUT: 120V/120V LOCATION: MECH RM C16 Status: 12 DOOR WALL MOUNT OAOO ANTON LARGE WALL TEGH LIGHTING 27 1500 20/2 ICE MAKER 28 27 WORK TABLE 20/1 920 1100 28 27 1050 1050 20/2 W2 COMPRESSOR 28 RATING: 1,100 VA MINIMUM MOUNTING: ❑ FLOOR ® WALL 0 2 PENDANT 0.850 ROTON IS BASES OF DESIGN: MYERS: Illuminator EM OR APPROVED EQUAL. 29 1500 30 29 TEA BREWER 20/1 1750 540 20/1 RECEPTACLES 30 29 ELEVATOR MOTOR 70/3 3200 1050 30 Issued for Bul in Permit 2 SIGN LITE Ob60 COOPER LUMARK TRACER OUTPUT LOAD DESCRIPTION CCR. .B. VA REMARKS 31 32 31 FRIDGE & POS 20/1 610 360 20/1 RECEPTACLES 32 31 (3)#4+(1)#8G-1 1/4" 3200 32 copyright: © 2023 AVGA 1 LOWER LEVEL EM LIGHTS 20/1 680 33 34 33 WAREWASHER 30/2 2600 6250 60/3 WAREWASHER 34 33 3200 34 WALLPAGK 0.900 COOPER LUMARK ARGENT THE COPYRIGHT DRAIX7NGS,SPECIFICATIONS, AND 01'IIiiR DOCUMENTS 2 LOWER LEVEL EXIT LIGHTS 20/1 35 35 36 35 (3)#10+(1)#10G-3/4"C 2600 6250 (3)#6+(1)#1 OG-1"C 36 35 36 PREPARED BY ANDREW V.GIAMIIERTONE AND ASSOC IATES,ARCHITECIs,P.C. (AVG.A)FORTHIS PROJECT',ARE INSIRUMEN'FS OF AVGA. THESE DOCUMENTS �. 2 WALL MOUNT COLUMN O.g00 ANTON LAR6E WALL TEGH L16HTIN6 3 SPARE 20/1 - O 6250 O O ARE SERVICES FORTHE USE SOLELY AATPH RESPECl'TO THIS PROJECT.UNLESS 37 38 37 RECEPTACLE 20/1 180 38 37 38 OTHERIWE PROVIDED, AVGA SHALL.BE DEEMED THE AUTHOR OF THESE 11-1 MH PATH L16HT 0.900 UNIGUE LIGHTING 5Y5TEM PROTON AREA LIGHT 4 SPARE 20/1 _ DOCUMENTS AND SHALL RETAIN AI.LCO%fatoNIAAI,STATUTORY ANDOTHER 39 40 39 ESPRESSO 30/2 2600 2800 30/2 COFFEE BREWER 40 39 40 OVER ORIGHTS r THER,r oN SOTHERUPRO ECTS�FORNADDITIONS,TO THIS TOTAL CONNECTED LOAD: 715 VA PRO]EC-f, OR FOR THr? COAfPLE1ION OF TIIIS PROJECT FOR OTHERS. 41 42 41 (3)#10+(1)#10G-3/4"C 2600 2800 (2)#10+(1)#10G-3/4"C 42 41 42 1O COORDINATE WITH LIGHTING VENDOR/SITE ENGINEER FOR, FINAL FIXTURE MODELS Plotted: Wediicsday,ntay�'9,'O'a-1l:19am BY: kspear CENTRAL INVERTER "INV-2" SCHEDULE CONNECTED LOAD: 82,800 W DEMAND LOAD: 55,770 W 43 BACK BAR & POS 20/1 1080 1080 20/1 BACK BAR & POS 44 CONNECTED LOAD: 45,000 W DEMAND LOAD: 45,000 W File: 1:\7loo\nra"ingrilcs\TJrI:ENc:1.NVFs-IIOTEL\?to0t',6.'.dNvg 45 BAR RECEP 20/1 360 3000 30/2 WAREWASHER 46 VOLTAGE IN/OUT: 120V/120V LOCATION: MECH RM C16 47 FSDs 20/1 360 3000 (2)#10+(1)#10G-3/4"c 48 `1 RATING: 1,100 VA MINIMUM MOUNTING: ❑ FLOOR ® WALL 49 50 tltle: BASES OF DESIGN: MYERS: Illuminator EM OR APPROVED EQUAL. OUTPUT LOAD DESCRIPTION C.B. VA REMARKS 51 52 Electrical 1 LOWER LEVEL EM LIGHTS 20/1 540 53 54 2 LOWER LEVEL EXIT LIGHTS 20/1 40 Schedules / CONNECTED LOAD: 90,750 W DEMAND LOAD: 59,000 W 3 SPARE 20/1 - Scale: As Noted 4 SPARE 20/1 - TOTAL CONNECTED LOAD: 580 VA drawn: KD 6 . 2 n n - n n (22 kAIG MIN) "LP-1" — n (22 kAiG MIN) n _ n (22 kAIG MIN) "PP—EV" — n (22 kAIG MIN) PANEL PP-1A SCHEDULE_ (22 kAIG MIN) PANEL PP-113 SCHEDULE PANEL LP 1 SCHEDULE PANEL PP 1C SCHEDULE PANEL PP EV SCHEDULE VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: CLOSET 140A VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: CLOSET 140A VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: CLOSET 140A VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: BACK OFFICE 122 VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: BACK OFFICE 122 JV MAIN RATING: 125A MLO MTG: ® SURFACE 13 FLUSH MAIN RATING: 125A MLO MTG: ® SURFACE 11 FLUSH MAIN RATING: 125A MLO MTG: ® SURFACE 11FLUSH MAIN RATING: 125A MLO MTG: ® SURFACE ElFLUSH MAIN RATING: 225A MLO MTG: ® SURFACE ❑ FLUSH SPECIAL FEATURES: - SPECIAL FEATURES: - SPECIAL FEATURES: SPECIAL FEATURES: SPECIAL FEATURES: CKT. DESCRIPTION CB WATTS WATTS CB DESCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS SCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. . . . . C.B.. N0. NO. N NO. NO. NO. NO. NO. NO. NO. 1 120 CKT#1 20/1 1650 1650 20/1 119 CKT#1 2 0 1 116 CKT#1 20/1 1850 1850 20/1 115 CKT#1 2 0 1 LIGHTING 20/1 1800 1800 20/1 LIGHTING 2 1 MEN POOL BATH 20/1 1000 540 20/1 HALL RECEPTACLES 2 1 EV - EATON LVL 2 50/2 4200 4200 50/2 EV - EATON LVL 2 2 3 120 CKT#2 20/1 1000 1000 20/1 119 CKT#2 4 0 0 3 116 CKT#2 20/1 1000 1000 20/1 115 CKT#2 4 0 3 LIGHTING 20/1 1400 950 20/1 LIGHTING 4 3 LOCKER ROOM 20/1 540 1080 20/1 HALL RECEPTACLES 4 3 (2)#3+(1)#10G-1-1/4"C 4200 4200 (2)#3+(1)#10G-1-1/4"C 4 0 5 120 CKT#3 20/1 1920 1920 20/1 119 CKT#3 6 0 0 5 116 CKT#3 20/1 1920 1920 20/1 115 CKT#3 6 0 5 6 5 LOCKER ROOM 20/1 360 900 20/1 HALL RECEPTACLES 6 5 EV - EATON LVL 2 50/2 4200 4200 50/2 EV - EATON LVL 2 6 0 7 117 CKT#1 20/1 1650 1650 20/1 114 CKT#1 8 0 0 7 112 CKT#1 20/1 1850 1850 20/1 111 CKT#1 8 0 7 8 7 LOCKER ROOM 20/1 900 540 20/1 FIREPLACE RECEP 8 7 (2)#3+(1)#10G-1-1/4"C 4200 4200 (2)#3+(1)#10G-1-1/4"C 8 0 9 117 CKT#2 20/1 1000 1000 20/1 114 CKT#2 10 0 0 9 112 CKT#2 20/1 1000 1000 20/1 111 CKT#2 10 0 9 10 9 GIFT SHOP 20/1 1080 540 20/1 FIREPLACE RECEP 10 9 EV - EATON LVL 2 50/2 4200 4200 50/2 EV - EATON LVL 2 10 0 11 117 CKT#3 20/1 1920 1920 20/1 114 CKT#3 12 0 0 11 112 CKT#3 20/1 1920 1920 20/1 111 CKT#3 12 0 11 12 11 LOBBY 20/1 360 720 20/1 CHECK IN 12 11 (2)#3+(1)#10G-1-1/4"C 4200 4200 (2)#3+(1)#10G-1-1/4"C 12 ANDREW V. 0 13 113 CKT#1 20/1 1650 1650 20/1 110 CKT#1 14 0 0 13 108 CKT#1 20/1 1850 1850 20/1 107 CKT#1 14 0 13 14 13 WOMEN POOL BATH 20/1 360 540 20/1 CHECK IN 14 13 14 QQ 15 113 CKT#2 20/1 1000 1000 20/1 110 CKT#2 16 0 0 15 108 CKT#2 20/1 1000 1000 20/1 107 CKT#2 16 0 15 16 15 DRINKING FOUNTAIN 20/1 250 360 20/1 BACK OFFICE 16 15 16 GIAMBERTONE 0 17 113 CKT#3 20/1 1920 1920 20/1 110 CKT#3 18 0 0 17 108 CKT#3 20/1 1920 1920 20/1 107 CKT#3 18 0 17 J-1 18 17 FRONT PARKING LTS 20/1 800 180 20/1 GAS FIREPLACE 18 17 18 0 19 109 CKT#1 20/1 1650 1650 20/1 106 CKT#1 20 0 Di 19 104 CKT#1 20/1 1850 1850 20/1 103 CKT#1 20 Di CONNECTED LOAD: 7,000 W DEMAND LOAD: 7,000 W 19 FRONT DRIVEWAY 20/1 500 180 20/1 GAS FIREPLACE 20 19 20 & ASSOCIATES 0 21 109 CKT#2 20/1 1000 1000 20/1 106 CKT#2 22 0 Di 21 104 CKT#2 20/1 1000 1000 20/1 103 CKT#2 22 GQ 21 REAR PARKING LTS 20/1 900 900 20/1 CANOPY LTS 22 21 22 0 23 109 CKT#3 20/1 1920 1920 20/1 106 CKT#3 24 0 @i 23 104 CKT#3 20/1 1920 1920 20/1 103 CKT#3 24 0 23 POOL LTS 20/1 850 1230 20/1 LOAD/COTTAGE DOOR 24 23 24 * ARCHITECTS 0 25 105 CKT#1 20/1 1650 1650 20/1 102 CKT#1 26 0 25 WOMEN POOL BATH 20/1 1000 1080 20/1 HALL RECEPTACLES 26 25 WALKWAY LTS 20/1 300 250 20/1 COTTAGE LTS 26 25 26 0 27 105 CKT#2 20/1 1000 1000 20/1 102 CKT#2 28 0 27 WOMEN POOL BATH 20/1 1000 1400 20/1 ICE MAKER 28 27 EWH-3 20/2 760 250 20/1 COTTAGE LTS 28 27 28 0 29 105 CKT#3 20/1 1920 1920 20/1 102 CKT#3 30 0 29 AC-120 THRU 115 20/2 1450 720 20/1 POOL RECEPTION 30 29 760 1400 20/2 ECH1&2 30 29 30 62 Elm Street 0 31 101 CKT#1 20/1 1500 1850 20/1 118 CKT#1 32 0 31 1450 1450 20/2 AC-114 THRU 109 32 31 EWH-3 20/2 760 1400 32 CONNECTED LOAD: 58,800 W DEMAND LOAD: 58,800 W Huntington, NY 11743 0 33 101 CKT#2 20/1 1000 1000 20/1 118 CKT#2 34 0 33 AC-108 THRU 103 20/2 1450 1450 34 33 760 760 20/2 EWH-6 34 0 35 101 CKT#3 20/1 1000 1920 20/1 118 CKT#3 36 0 35 1450 70 20/2 HR-2-3,4,5 36 35 760 36 Telephone: 631.367.0050 0 37 38 0 37 AC-102 THRU 101 20/2 480 70 38 37 500 20/1 FSDs 38 PANEL "PP—En SCHEDULE (22 kAIG MIN) Fax: 631.367.6636 �i 39 40 0 39 480 40 39 40 VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: PANEL RM 133A 41 42 QQ 41 42 41 42 MAIN RATING: 125A MLO MTG: ® SURFACE ❑ FLUSH GiambertoneArchitects.com CONNECTED LOAD: 54,000 W DEMAND LOAD: 32,000 W CONNECTED LOAD: 53,150 W DEMAND LOAD: 36,000 W CONNECTED LOAD: 22,450 W DEMAND LOAD: 22,450 W SPECIAL FEATURES: 1O PROVIDE COMBINATION-TYPE Arc-Fault CIRCUIT BREAKER (AFCI TYPE) 1O. PROVIDE COMBINATION-TYPE Arc-Fault CIRCUIT BREAKER (AFCI TYPE) NO. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CNKO. T. 1 MEN-WC 20/1 1000 360 20/1 EVENT SPACE 2 3 MEN-WC 20/1 1000 1900 20/1 EVENT SPACE 4 FREEMAN ENGINEERING,PLLC 5 WOMEN-WC 20/1 1000 180 20/1 EVENT SPACE 6 ��E E " 94, n — n (22 kAIG MIN) n n (22 kAIG MIN) n n (22 kAIG MIN) / / Suit 3555 Veterans Memorial Hwy PANEL PP 2A SCHEDULE PANEL PP-213 SCHEDULE PANEL LP-2 SCHEDULE 7 WOMEN-WC 20 1 1000 1000 20 1 EVENT SPACE 8101 Q 9 MEN-WC 20/1 1000 1000 20/1 EVENT SPACE 10 t }f Ronkonkoma,NY 11779 VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: STORAGE 206 VOLTAGE: 120/208 PHASE: 3 1 WIRE: 4 LOCATION: STORAGE 206 VOLTAGE: 120/208 PHASE: 3 1 WIRE: 4 LOCATION: STORAGE 206 11 INVERTER INV-3 20/1 870 1000 1 20/1 EVENT SPACE 12 I `�v w: 631-648-0577 MAIN RATING: 125A MLO MTG: ® SURFACE ❑ FLUSH MAIN RATING: 125A MLO MTG: ® SURFACE ❑ FLUSH MAIN RATING: 125A MLO MTG: ® SURFACE ❑ FLUSH s�NEER • 13 POND PUMP 20/2 950 1000 20/1 RPZ HEATER 14 O1 freemaneng@optonline.net SPECIAL FEATURES: - SPECIAL FEATURES: - SPECIAL FEATURES: CKT. CKT. CKT. CKT. CKT. CKT. 15 950 1000 20/1 RPZ HEATER 16 O1 DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION NO. NO. NO. NO. NO. N • 17 PS CONTROL PANEL 50/2 4200 1500 20/1 DCV HEATER 18 1 0 1 240 CKT#1 20/1 1650 1650 20/1 239 CKT#1 2 0 0 1 236 CKT#1 20/1 1850 1850 20/1 235 CKT#1 2 0 1 LIGHTING 20/1 1800 1800 20/1 LIGHTING 2 project: 3 240 CKT � 2 20 1 1000 1000 20 1 2341 CKT 2 4 0 0 3 236 CKT#2 20/1 1000 1000 20/1 235 CKT#2 4 0 3 LIGHTING 20/1 1300 500 20/1 LIGHTING 4 19 2#8+1#10G-1 "C 4200 1500 20/1 DCV HEATER 20 0 # / / # 21 IRRIGATION PUMP 40/2 4200 22 0 5 240 CKT#3 20/1 1920 1920 20/1 239 CKT#3 6 0 0 5 236 CKT#3 20/1 1920 1920 20/1 235 CKT#3 6 0 5 INVERTER INV-4 20/1 510 6 23 2#3+1#10G-1-1/4"C 4200 24 The Enclaves 0 7 237 CKT#1 20/1 1650 1650 20/1 234 CKT#1 8 0 0 7 232 CKT#1 20/1 1850 1850 20/1 231 CKT#1 8 0 7 SPARE 20/1 20/1 SPARE 8 0 25 26 9 237 CKT#2 20/1 1000 1000 20/1 234 CKT#2 10 0 0 9 232 CKT#2 20/1 1000 1000 20/1 231 CKT#2 10 0 9 SPARE 20/1 20/1 SPARE 10 0 27 28 11 237 CKT#3 20/1 1920 1920 20/1 234 CKT#3 12 0 0 11 232 CKT#3 20/1 1920 1920 20/1 231 CKT#3 12 0 11 SPARE 20/1 20/1 SPARE 12 0 13 233 CKT#1 20/1 1650 1650 20/1 230 CKT#1 14 0 0 13 228 CKT#1 20/1 1850 1850 20/1 227 CKT#1 14 0 13 14 29 30 31 32 56655 Route 25 0 15 233 CKT#2 20/1 1000 1000 20/1 230 CKT#2 16 0 15 228 CKT#2 20/1 1000 1000 20/1 227 CKT#2 16 0 15 16 33 34 0 17 233 CKT#3 20/1 1920 1920 20/1 230 CKT#3 18 0 0 17 228 CKT#3 20/1 1920 1920 20/1 227 CKT#3 18 0 17 18 Southold, New York 35 36 0 19 229 CKT#1 20/1 1650 1650 20/1 226 CKT#1 20 0 0 19 224 CKT#1 20/1 1850 1850 20/1 223 CKT#1 20 (� CONNECTED LOAD: 6,000 W DEMAND LOAD: 6,000 W 37 38 0 21 229 CKT#2 20/1 1000 1000 20/1 226 CKT#2 22 0 0 21 224 CKT#2 20/1 1000 1000 20/1 223 CKT#2 22 0 0 40 23 229 CKT#3 20/1 1920 1920 20/1 226 CKT#3 24 0 0 23 224 CKT#3 20/1 1920 1920 20/1 223 CKT#3 24 o CENTRAL INVERTER "INV-4" SCHEDULE 41 LIGHTINGLIGHTING 20/1 1000 422 job number: 0 25 225 CKT#1 20/1 1650 1650 20/1 222 CKT#1 26 0 0 25 MEN BATH 20/1 1000 1080 20/1 HALL RECEPTACLES 26 0 / VOLTAGE IN/OUT: 120V/120V LOCATION: STORAGE 206 CONNECTED LOAD: 35,010 W DEMAND LOAD: 33,790 W 16-003/7100 0 27 225 CKT#2 20/1 1000 1000 20/1 222- CKT#2 28 0 0 27 WOMEN BATH 20/1 1000 1400 20/1 ICE MAKER 28 RATING: 1,100 VA MINIMUM MOUNTING: ❑ FLOOR ® WALL ( 2#8+#12G-1 "C 0 29 225 CKT#3 20/1 1920 1920 20/1 222 CKT#3 30 0 0 29 LOUNGE 20/1 720 1450 20/2 AC-234 THRU 229 30 BASES OF DESIGN: MYERS: Illuminator EM OR APPROVED EQUAL. ate: 0 31 221 CKT#1 20/1 1500 1850 20/1 238 CKT#1 32 0 0 31 AC-240 THRU 235 20/2 1450 1450 32 OUTPUT LOAD DESCRIPTION C.B. VA REMARKS 0 33 221 CKT#2 20/1 1000 1000 20/1 238 CKT#2 34 0 33 1450 1450 20/2 AC-228 THRU 223 34 1 2ND FL EMERGENCY LIGHTS 20/1 480 08.21 .23 25% SD ISSUED FOR REVIEW 0 35 221 CKT#3 20/1 1000 1920 20/1 23F3 CKT#3 36 0 35 AC-240 THRU 235 20/2 480 1450 36 2 2ND FLOOR EXIT LIGHTS 20/1 30 09.06.23 80% SD ISSUED FOR REVIEW 37 70 20/2 HR--2-3,4,5 38 37 480 38 3 SPARE 20/, - CENTRAL INVERTER nINV-3" SCHEDULE 09.22.23 DD FOR REVIEW & COORDINATION 4 SPARE 20/1 - VOLTAGE IN/OUT: 120V/120V LOCATION: PANEL RM 133A 09.29.23 80% DD ISSUED FOR REVIEW 39 70 40 39 40 TOTAL CONNECTED LOAD: 510 VA 9 42 41 42 RATING: 1,100 VA MINIMUM MOUNTING: ❑ FLOOR ® WALL 10.12.23 50% CD ISSUED FOR PERMIT BASES OF DESIGN: MYERS: Illuminator EM OR APPROVED EQUAL. 1 1 .15.23 FOR REVIEW & COORDINATION CONNECTED LOAD: 54,150 W DEMAND LOAD: 32,150 W CONNECTED LOAD: 52,850 W DEMAND LOAD: 36,300 W OUTPUT LOAD DESCRIPTION C.B. VA REMARKS 01 .10.24 ISSUED FOR PERMIT 1O PROVIDE COMBINATION—TYPE Arc—Fault CIRCUIT BREAKER (AFCI TYPE) 11.. PROVIDE COMBINATION—TYPE Arc—Fault CIRCUIT BREAKER (AFCI TYPE) 1 B. 1ST FL EMERGENCY LIGHTS 20/1 770 02.07.24 ISSUED FOR BID 2 1ST FLOOR EXIT LIGHTS 20/1 100 03,22.24 RE-ISSUED FOR BUILDING PERMIT 3 SPARE 20/1 - 04.10.24 ISSUED FOR ADDENDUM 1 4 SPARE 20/1 - 04.29.24 ISSUED FOR ADDEND M N0.2 n n (22 kAIG MIN) n — n (22 kAIG MIN) n — n (22 kAIG MIN) 0 PANEL nP—M3n SCHEDULE (22 kAIG MIN) TOTAL CONNECTED LOAD: 870 VA 05.22.24 ISSUED FOR ADDENDUM NO.3 PANEL PP-2C SCHEDULE PANEL P M1 SCHEDULE PANEL P M2 SCHEDULE VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: STORAGE 202 VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: STORAGE 206 VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: STORAGE 206 VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: STORAGE 206 MAIN RATING: 125A MLO MTG: ® SURFACE ❑ FLUSH MAIN RATING: 400A MLO MTG: ® SURFACE ❑ FLUSH MAIN RATING: 400A MLO MTG: ® SURFACE ❑ FLUSH MAIN RATING: 400A MLO MTG: ® SURFACE ❑ FLUSH SPECIAL FEATURES: SPECIAL FEATURES: SPECIAL FEATURES: SPECIAL FEATURES: CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. N0. N0. N0. N0. N0. N0. N0. N0. 1 ESPRESSO MACHINE 30/2 2300 2800 30/2 COFFEE MAKER 2 1 RTU-1-1A 60/3 5380 5380 60/3 RTU-1-1B 2 1 ACCU 2-2 80/3 5760 6050 80/3 ACCU-1-1 2 1 RTU-C-7 30/3 2600 2600 30/3 RTU-C-3 2 3 (2)#10+(1)#1OG-3/4"C 2300 2800 (2)#10+(1)#10G-3/4"C 4 3 (3)#6+(1)#10G-1"C 5380 5380 (3)#6+(1)#10G-1"C 4 3 (3)#3+(1)#8G-1-1/4"C 5760 6050 (3)#3+(1)#8G-1-1/4"C 4 3 (3)#10+(1)#10G-3/4"C 2600 2600 (3)#10+(1)#10G-3/4"C 4 5 ICED TEA BREWER 20/1 1500 700 20/1 FRIDGE/GEN RECEP 6 5 5380 5380 6 5 5760 6050 6 5 2600 2600 6 cE°r►vr-w r 7 PROOFING CABINET 20/1 1920 950 20/1 REACH IN FRIDGE 8 7 RTU-1-2 50/3 4050 2400 30/3 RTU-2-1 8 7 ACCU-2-1 80/3 6050 5760 80/3 ACCU-1-2 8 7 KEF-1 30/3 2050 300 20/3 KEF-2 8 9 RECEPTACLES 20/1 720 900 20/1 RECEPTACLES 10 9 (3)#8+(1)#10G-1"C 4050 2400 (3)#10+(1)#10G-3/4"C 10 9 (3)#3+(1)#8G-1-1/4"C 6050 5760 (3)#3+(1)#8G-1-1/4"C 10 9 (3)#10+(1)#10G-3/4"C 2050 300 10 Q� 11 RECEPTACLES 20/1 1260 900 20/1 RECEPTACLES 12 11 4050 2400 12 11 6050 5760 12 11 2050 300 12 " 13 RECEPTACLES 20/1 720 360 20/1 RECEPTACLES 14 13 RTU-C-2 50/3 4050 2810 45/3 RTU-C-1 14 13 TEF-1,2,3 20/1 2000 4040 60/3 DOAS-1 14 13 KEF-3 40/3 2750 2060 35/3 ACCU-DOAS-3 14 ti� oreg'� 15 RECEPTACLES 20/1 360 720 20/1 RECI-PTACLES 16 15 (3)#8+(1)#10G-1"C 4050 2810 (3)#8+(1)#10G-1"C 16 15 TEF-8,9,10 20/1 2000 4040 (3)#4+(1)#10G-1"C 16 15 (3)#8+(1)#10G-1"C 2750 2060 16 ARors 17 RECEPTACLES 20/1 360 180 20/1 GAS FIREPLACE 18 17 4050 2810 18 17 TEF-4,5,6 20/1 2000 4040 18 17 2750 2060 18 19 650 20/1 DF-C-5,DF-1-4,5 20 19 ACCU-1-5 35/3 2060 4050 50/3 RTU-C-6 20 19 TEF-11,12,13 20/1 2000 2400 30/3 MUAU-1 20 19 ACCU-DOAS-2 60/3 4350 1760 30/3 ACCU-MUA-2 20 status: 21 AC-1-5,AC-C-5 20/3 1120 1720 30/3 AC-1-4 22 21 (3)#10+(1)#10G-3/4"C 2060 4050 (3)#8+(1)#10G-1"C 22 21 TEF-20,MAN1,14 20/1 2000 2400 (3)#10+#10G-3/4"C 22 21 (3)#6+(1)#10G-1"C 4350 1760 (3)#10+(1)#10G-3/4"C 22 Issued for Bdchn Permit 23 1120 1720 Z (3)#10+(1)#10G-3/4"C 24 23 2060 4050 24 23 EF-MASSAGE,17,7 20/1 1350 2400 24 23 4350 1760 24 1120 1720 26 5 - - 1 4320 60 3 ACCU-1-4 26 25 TEF-15 16 EF-SALON 20 1 2000 3400 40/3 MUAU-2 26 25 ACCU-MUA-1 100/3 7650 3200 70/3 ELEVATOR MOTOR 26 DIEcopyright: © 2023 AVGA 25 2 ACCU C 5 30/3 760 / / 4320 3 6+ 1 10G-1"C 28 27 TEF-19 20 1 680 3400 (3)#8+#1 OG-1 "C 28 27 (3)#3+(1)#8G-1"C 7650 3200 (3)#4+(1)#8G-1"C 28 PRE COPYRIGHT DR NN'V. B, BECIFICA7TONs, AND OTHER DOCUMENTS 27 AC-2-2,3,4 20/2 1350 28 27 (3)#10+(1)#10G-3/4'C 1760 ( )# ( )# / PREPARED BY ANDRr\V v.GIAMBExroNEANnASsocIATEs,AxcnlTEc,Ts,P.C. (AVG.A)FOR'1'111SPROJIl-1,ARE.INSrRUNIPNTS OF AVGA. THESE DOCUMENTS 29 1350 30 29 1760 4320 30 29 TEF-18 20/1 680 3400 30 29 7650 3200 30 ARE SERVICES FORT HE USE SOLT.TY VTITI RESPECT TO THIS PROJECT.UNLESS OTIIER\X'ISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUNIF'NTS AND SHALL RETAIN ALL COAP.IIONLAXX',STATUTORY AND OTHER 31 32 31 ACCU-1-3 40/2 2100 1380 25/2 ACCU-2-2A 32 31 EF-POOL 20/1 1000 1700 20/3 DOAS-2 32 31 ELEVATOR MOTOR 70/3 3200 3200 70/3 ELEVATOR MOTOR 32 RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE. OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS 3 4+ 1 8G-1"C 3200 3200 3 4+ 1 8G-1"C 34 PxoJErr, OR FOR THE COMPLETION of THIS PROJECT FOR OTHERS. 33 34 33 (2)#8+#10G-3/4"C 2100 1380 (2)#12+(1)#10G-3/4"C 34 33 ROOF RECEPTACLES 20/1 900 1700 34 33 ( )# ( )# ( )# ( )# Plotted: Wednesdav,May 29,2024-11:19am By: kspear ROOF RECEPTACLES 20 1 180 1700 35 3200 3200 36 rile: 1:�71o0�i)raatin ] .ri n,r,Nci.,wrs-11nrr,L�71001,6.3.dNvg 35 36 35 2400 50/2 ACCU-2-3A 36 35 / 36 37 38 37 2400 (2)#8+(1)#10G-1"C 38 37 ROOF RECEPTACLES 20/1 360 1700 20/3 DOAS-3 38 37 38 39 FSDs 20/1 500 1350 20/1 EF-POOL 40 39 1585 40/2 ACCU-2-4A 40 39 SPARE 20/1 1700 40 39 40 41 42 41 1585 (2)#8+(1)#10G-3/4"C 42 41 SPARE 20/1 1700 42 41 4L 42 title: CONNECTED LOAD: 35,470 W DEMAND LOAD: 29,600 W CONNECTED LOAD: 124,000 W DEMAND LOAD: 124,000 W CONNECTED LOAD: 128,000 W DEMAND LOAD: 128,000 W CONNECTED LOAD: 107,200 W DEMAND LOAD: 107,200 W Electrical O MINIMUM BRANCH CIRCUIT CONDUCTOR SIZE SHALL BE #1OCu Schedules UNLESS OTHERWISE NOTED scale: As Noted drawn: 1� 603 ELECTRICAL SPECIFICATIONS 1. GENERAL CONDITIONS MATERIALS, SERVICES, APPARATUS, DRAWINGS, (IN ADDITION TO CONTRACT OWNER, ALL REQUIREMENTS OF GOVERNING AUTHORITIES SHALL BE COMPLIED a. RIGID REMOVABLE ASSEMBLY OF COPPER BUS BARS AND INTERCHANGEABLE 8, DISCONNECTS A. DESCRIPTION OF BID DOCUMENTS DRAWINGS AND DOCUMENTS) IN ORDER TO COMPLY WITH ALL APPLICABLE WITH IN THE REMOVING AND DISP❑SING OF ALL AND ANY MATERIALS BOLTED BRANCH CIRCUIT DEVICES. A. DISCONNECTS SHALL CONFORM TO NEMA AND U.L. STANDARDS, AND BE a. THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE JOINTLY AS LAWS, ❑RDINANCES, RULES AND REGULATIONS, WHETHER OR NOT SHOWN ON ENCOUNTERED, INCLUDING BALLASTS, LAMPS, SMOKE DETECTORS, BATTERIES b, BUS BARS SIZED IN ACCORDANCE WITH UL STANDARDS TO LIMIT INSTALLED WHERE SHOWN ON DRAWINGS OR REQUIRED BY CODE, DISC❑NNECTS A BASIS UPON WHICH THE CONTRACTOR SHALL SUBMIT A CONTRACT PRICE DRAWINGS AND/❑R SPECIFIED.(7) GIVE ALL NECESSARY NOTICES, ❑BTAIN AND ANY OTHER MATERIALS WHICH REQUIRE RECYCLING OR SPECIAL HANDLING TEMPERATURE RISE ❑N ANY CURRENT CARRYING PART TO A MAXIMUM OF 65 SHALL BE HORSEPOWER RATED UNITS TO MAXIMUM SIZES LISTED BY U.L. F❑R THE MATERIAL AND LABOR PROVISIONS. ALL PERMITS AND PAY ALL GOVERNMENTAL TAXES, FEES, AND OTHER AND DISPOSAL. DEGREES C ABOVE AN AMBIENT OF 40 DEGREES C MAXIMUM, SWITCHES USED FOR SERVICE ENTRANCE SHALL BE APPR❑VED FOR SERVICE b, IT IS THE INTENTION OF THE SPECIFICATIONS AND DRAWINGS TO CALL COSTS IN CONNECTION WITH THE WORK; FILE ALL NECESSARY PLANS, F. CUT BACK TO FLOOR, WALL, OR CEILING AND PLUG ENDS OF CONCEALED c, BUS BARS DRILLED TO PERMIT BRANCH CIRCUIT DEVICES OF ALL SIZES AND PR❑VIDED WITH NEUTRAL CONNECTION. FOR FINISHED WORK, TESTED, AND READY FOR OPERATION. PREPARE ALL DOCUMENTS, AND ❑BTAIN ALL NECESSARY APPROVALS OF C❑NDUITS MADE OBSOLETE BY ALTERATIONS TO PERMIT REFINISHING AND NUMBER OF POLES T❑ BE INTERCHANGEABLE AND INSTALLED IN ANY B. PR❑VIDE QUICK-MAKE, QUICK-BREAK MECHANISM, SINGLE THROW WITH c. THE CONTRACTORS SHALL PROVIDE ALL ITEMS OF LABOR OR MATERIALS ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; ❑BTAIN ALL SURFACES. REMOVE EXPOSED C❑NDUITS, WIREWAYS, OUTLET BOXES, HANGERS SPARE SPACE ❑F SUFFICIENT SIZE, WITHOUT DISTURBING ADJACENT UNITS; EXTERNAL ❑PERATING HANDLE MECHANICALLY INTERLOCKED WITH ENCL❑SURE I . NOT SPECIFICALLY INDICATED, BUT REQUIRED TO COMPLETE THE INTENDED REQUIRED CERTIFICATES OF INSPECTION FOR THE WORK AND DELIVER TO AND DEVICES MADE OBSOLETE BY THIS WORK UNLESS DESIGNATED WITHOUT REMOVING MAIN BUS ❑R BRANCH CIRCUIT CONNECTORS AND COVER TO PROVIDE NORMAL ACCESS TO INSIDE OF ENCLOSURE j,�l. INSTALLATIONS. THE ARCHITECT BEF❑RE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT SPECIFICALLY TO REMAIN, WITHOUT MACHINING, DRILLING, OR TAPPING IN THE FIELD. DISCONNECT IS IN OFF POSITION ONLY AND WITH MEANS TO BYPASS THE d. THE CONTRACTORS SHALL COORDINATE THEIR W❑RK OR ADJUST SAME T❑ FOR THE WORK. G. EXISTING CONCEALED CONDUITS NOT INTERFERING WITH THE WORK OF THIS d. ARRANGE BUS IN SEQUENCE OR DISTRIBUTED PHASING SO THAT MULTI-P❑LE MECHANICALLY INTERLOCKED D❑❑R AND HANDLE. THAT ❑F ❑THER TRADES, IN ORDER THAT CONFLICTS IN SPACE LOCATIONS g. THE CONTRACTOR SHALL ESTABLISH, ENFORCE AND IMPLEMENT ALL SAFETY, OR ANY ❑THER TRADE MAY REMAIN; HOWEVER, WIRING SHALL BE REMOVED CIRCUIT BREAKER CAN REPLACE ANY GROUP OF SINGLE CIRCUIT BREAKERS C. PROVIDE MEANS TO LOCK THE ❑PERATING HANDLE IN THE OPEN AND CLOSED DO NOT OCCUR, HEALTH AND ENVIRONMENTAL PROTECTION MEASURES DURING PERFORMANCE FROM PANELBOARDS ❑R SOURCE ❑F POWER AND ENDS TAPED, NO UNUSED OF THE SAME SIZE, POSITION, DESIGNATE ON THE ENCLOSURE THE OPEN AND CLOSED POSITION e, ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON OF THE WORK CONSISTENT WITH THE REQUIREMENTS OF THE LIVE WIRING SHALL BE LEFT IN PLACE. e. FULL-SIZE (100%-RATED) INSULATED NEUTRAL BARS SHALL BE INCLUDED OF THE ❑PERATING HANDLE. DRAWINGS, BUT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR WILLIAMS-STEIGER OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 H. NOT USED, FOR PANELBOARDS SHOWN WITH NEUTRAL, NEUTRAL BUSING SHALL HAVE A D. SWITCHES SHALL BE HEAVY DUTY TYPE, ANY INCIDENTAL ACCESSORIES, OR MINOR DETAILS NOT SHOWN BUT (LATEST REVISION), OTHER RULES, LAWS, STATUTES, CODES, ORDINANCES, I. ALL EXISTING PANELS AFFECTED SHALL HAVE THEIR DIRECTORIES SUITABLE LUG FOR EACH OUTGOING FEEDER REQUIRING A NEUTRAL E. SWITCHES SHALL BE OF THE DOUBLE STATIONARY CONTACT TYPE WITH NECESSARY T❑ MAKE THE W❑RK C❑MPLETE IN ALL RESPECTS AND READY REGULATIONS AND ❑THER REQUIREMENTS OF ANY AND ALL GOVERNMENTAL CORRECTED F❑R NEW WORK, AND EXISTING REMAINING CIRCUITS VERIFIED. CONNECTION, 200%-RATED NEUTRALS SHALL BE SUPPLIED FOR PANELS ARC-QUENCHING DEVICE ❑N EACH POLE FOR DISC❑NNECTS RATED ABOVE 250 FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE OR QUASI-GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER THE NEW TYPEWRITTEN DIRECTORIES SHALL BE PR❑VIDED, DESIGNATED ON DRAWINGS WITH OVERSIZED NEUTRAL CONDUCTORS AND VOLTS. PROVIDED WITHOUT ADDITIONAL EXPENSE TO THE OWNER, WORK, THE PROJECT OR THE PROJECT SITE, J, WHERE RELOCATIONS, EXTENSIONS, OR ADDITIONS ARE REQUIRED ON EXISTING PANELS SERVED FROM K-RATED TRANSFORMERS. F. SWITCHES SHALL BE FUSIBLE OR UNFUSIBLE AS SHOWN ON THE DRAWINGS f, THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS h. EQUIPMENT, FIXTURES, MATERIAL AND INSTALLATION SHALL CONFORM TO ALARM SYSTEM, I.E., STATIONS, GONGS, HORNS, SPEAKERS, STROBE LIGHTS, f. PROVIDE MINIMUM 257 RATED NON-INSULATED GROUND BUS IN EACH AND/❑R AS REQUIRED. COMPLETION AND FINAL ACCEPTANCE AND SHALL REPLACE ANY OF SAME, THE REQUIREMENTS ❑F THE L❑CAL BUILDING DEPARTMENT, THE SERVING SMOKE HEADS, SPRINKLER VALVES, ETC,, THE EXISTING EQUIPMENT SHALL PANELBOARD, CONNECT TO GROUND LUG, GROUND BUS SHALL HAVE G. FUSED SWITCHES SHALL BE COMPLETE WITH CLASS 'RK-5' OR "L' FUSES AS WHICH MAY BE DAMAGED, LOST OR STOLEN, WITHOUT ADDITIONAL COSTS TO UTILITY COMPANIES, THE NATIONAL ELECTRICAL CODE, NATI❑NAL EITHER BE REFURBISHED OR REPLACED AS REQUIRED, WHERE ADDITIONAL SUFFICIENT CAPACITY FOR ALL BRANCH CIRCUITS, ON 20BY/120V REQUIRED, THE OWNER, ELECTRICAL SAFETY CODE, LIFE SAFETY CODE, NEW YORK STATE BUILDING ZONES, PULL STATIONS, HORNS, STROBE ARE INDICATED OR REQUIRED, THE PANELB❑ARDS PR❑VIDE AN ADDITI❑NAL ISOLATED GROUND BUS WHERE H. ALL SWITCHES IN INDOOR, DRY LOCATIONS SHALL BE MOUNTED IN NEMA TYPE ANDREW Ve g. SPECIFICATIONS, IN GENERAL, DESCRIBE QUALITY AND CHARACTER OF CODE, OCCUPATIONAL SAFETY AND HEALTH ACT, AMERICANS WITH CONTRACTOR SHALL VERIFY THE ADEQUACY OF THE EXISTING CIRCUITS AND REQUIRED, I ENCLOSURES. MATERIALS AND EQUIPMENT. THE ACCOMPANYING DRAWINGS ARE INTENDED DISABILITIES ACT AND APPLICABLE NATI❑NAL, STATE AND LOCAL CODES, CONFORMANCE T❑ APPLICABLE CODE REQUIREMENTS, AND REPLACE I. ENCLOSURE T❑ SHOW THE GENERAL ARRANGEMENT AND EXTENT OF WORK TO BE ❑RDINANCES AND REGULATIONS, a. CODE GAUGE STEEL BOX GALVANIZED, 9. LIGHTING FIXTURES GIAMBERTONE PERFORMED, THE LOCATIONS FOR EQUIPMENT AND MATERIAL_ AS SHOWN ON 1. IF WORK IS LOCATED IN NEW YORK CITY THE NEC WITH NEW YORK CITY 3, PHASING b. PR❑VIDE A WELDED GROUND CONNECTOR TO INSIDE OF ENCLOSURE, A. FURNISH AND INSTALL A LIGHTING FIXTURE WITH LAMPS OF THE TYPE THE DRAWINGS ARE APPROXIMATE. IT SHALL BE UNDERSTOOD THAT THEY AMENDMENTS IS THE CONTROLLING CODE, A, EXTEND AND RECONNECT EXISTING ELECTRIC SERVICES AS INDICATED ON THE c. FLUSH MOUNTED IN FINISHED AREAS AND WHERE INDICATED, SURFACE INDICATED AT EACH LOCATION SHOWN, FOR EXACT L❑CATIONS AND TYPES, ARE SUBJECT T❑ SUCH MODIFICATION AS MAY BE F❑UND NECESSARY TO j. ALL ELECTRICAL WORK AND MATERIALS SHALL COMPLY WITH THE OWNER'S DRAWINGS, IN TIME SEQUENCE AS DIRECTED BY THE OWNER, MOUNT ELSEWHERE, REFER T❑ DRAWINGS WITH SCHEDULE Q„ ASSOCIATES MEET JOB CONDITIONS, SUCH CHANGES SHALL BE MADE BY THIS STANDARDS AND ELECTRICAL SYSTEMS REQUIREMENTS, d & . ALL CABINETS SHALL INCLUDE AMPLE CONCENTRIC KNOCKOUTS ❑N TOP, B. FIXTURE MOUNTING ARRANGEMENTS SHALL CONFORM TO ALL APPLICABLE CONTRACTOR AT N❑ ADDITIONAL CHARGE, k. ALL LOCAL FEES, PERMITS, AND SERVICES OF INSPECTION AUTHORITIES 4. CONDUIT AND RACEWAYS BOTTOM, SIDES, AND BACK, CODES, AND SHALL BE AS ACCEPTABLE TO THE ARCHITECT. h, SCALED AND INDICATED DIMENSIONS ARE APPROXIMATE AND ARE FOR SHALL BE OBTAINED AND PAID F❑R BY THE CONTRACTOR, THE CONTRACTOR A. ALL WIRING SHALL BE RUN IN CONDUIT. MINIMUM SIZE C❑NDUIT SHALL BE J. FRONT C. LIGHTING FIXTURES AND LAMPHOLDERS SHALL BEAR U.L. LABEL; ESTIMATING PURPOSES ONLY. BEFORE PROCEEDING WITH WORK, CHECK AND SHALL COOPERATE FULLY WITH LOCAL COMPANIES WITH RESPECT T❑ THEIR 3/4" EXCEPT AS OTHERWISE INDICATED. a. DOORS MUST BE PROVIDED ON ALL LIGHTING AND POWER PANELS. D. INCANDESCENT LAMPH❑LDERS ALSO SHALL BE CSA LISTED, VERIFY ALL DIMENSIONS. SERVICES, CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE B. C❑NDUIT SHALL BE MADE OF STANDARD RIGID PIPE, AND SHALL BE ALUMINUM b. HEAVY CODE GAUGE STEEL AS REQUIRED TO MAINTAIN PANEL FACE FLAT. E. FLUORESCENT BALLASTS FOR 2', 3', 4' AND 5' T-8 LAMPS AND 3' AND 4' * ARCHITECTS i. A LL METHODS OF WORKMANSHIP AND CONSTRUCTION AND DETAILS OF SAME INCURRED RELATIVE TO POWER SERVICE (PRIMARY AND/OR SECONDARY) WHERE PERMITTED BY CODE, WHERE ALUMINUM IS NOT PERMITTED BY CODE, c, DOORS SHALL BE HINGED ON EITHER THE LEFT OR RIGHT AND EQUIPPED T-12 RAPID START SHALL BE ELECTRONIC RAPID START BALLASTS BY NOT SPECIFICALLY DESCRIBED HEREIN SHALL BE SUBJECT T❑ THE AND TELEPH❑NE SERVICE, USE RIGID STEEL OR IMC C❑NDUIT, WITH A 110 DEGREE DOORSTOP OR A C❑NTINU❑US PIANO-TYPE HINGE WITH M❑T❑ROLA SERIES RN T8/T12 ILL ❑R AS APPROVED, APPROVAL OF THE OWNER OR HIS REPRESENTATIVE. C. ELECTRIC METALLIC TUBING MAY BE USED IN DRY LOCATIONS FOR BRANCH A MAXIMUM OPENING OF 160 DEGREES. DOORS SHALL BE DOOR IN DOOR j, MAKE ADJUSTMENTS THAT MAY BE NECESSARY OR REQUESTED IN ORDER TO F. CUTTING AND PATCHING CIRCUITING AND TELEPHONE AND DATA RACEWAYS. TYPE HEAVY GAUGE STEEL TO MAINTAIN PANEL FACE FLAT. 10. GROUNDING & B❑NDING 62 Elm Street RES❑LVE SPACE PROBLEMS, PRESERVE HEADROOM, AND AVOID a. ALL CUTTING AND PATCHING SHALL BE DONE UNDER ANOTHER SECTION. D. TYPE AC (BX) OR MC WITH GREEN INSULATED GROUND WIRING MAY BE USED d. THE CABINET SHALL BE ELECTROSTATIC POWDER-COATED OVER A RUST A. CONNECT SYSTEM COMPONENTS MECHANICALLY AND ELECTRICALLY TO PROVIDE ARCHITECTURAL OPENINGS, STRUCTURAL MEMBERS AND WORK OF OTHER FURNISH THE SIZES AND LOCATIONS OF ALL CHASES AND OPENINGS C❑NCEALED IN DRY L❑CATIONS FOR BRANCH CIRCUIT WORK ONLY WHERE INHIBITOR OR A BAKED ENAMEL FINISH, THE COLOR SHALL BE ANSI 61 AN INDEPENDENT RETURN PATH T❑ GROUND ELECTR❑DE. Huntington, NY 11743 TRADES, REQUIRED FOR THE INSTALLATION FOR THIS WORK BEFORE THE WALLS, PERMITTED BY CODE. LIGHT GRAY. B. USE EXOTHERMIC WELDING PROCESS FOR INACCESSIBLE CONNECTIONS. k, TYPICAL DETAILS, WHERE SHOWN ON THE DRAWINGS, APPLY TO EACH AND FLOORS AND PARTITIONS ARE BUILT, E. WIRING FOR UNDERFLOOR BOXES SHALL BE AS MANUFACTURED BY WALKER IN e, PR❑VIDE CYLINDER LOCK, ALL PANELS KEYED ALIKE. PR❑VIDE FOUR (4) OF C. EXTEND EXISTING SYSTEM GROUND TO INCLUDE ALL THE ELECTRICAL WORK EVERY ITEM OF THE PR❑JECT WHERE SUCH ITEMS ARE APPLICABLE. b, PROVIDE THE LABOR AND MATERIALS FOR ALL WORK INCLUDED UNDER THE ACCORDANCE WITH THE BUILDING STANDARDS, EACH PANEL KEY, IN THE SCOPE OF THIS ALTERATION, Telephone: 631.367.0050 TYPICAL DETAILS ARE NOT REPEATED IN FULL ON THE PL��NS, AND ARE CONTRACT ❑R SUB(❑NTRACT IN AMPLE TIME AND SUFFICIENT QUANTITIES F. NOT USED. f, WELDED ANGLE REST AT THE BOTTOM OF THE DOOR TO FACILITATE COVER D. GROUND EACH GENERAL PURPOSE TRANSFORMER BY RUNNING A CONDUCTOR p ONLY,DIAGRAMMATIC D IN BULL R SEQUENCE T❑ AV❑ CONDUIT.WITH THE INTENTION THAT SUCH DETAILS SHALL I TALLED IN PROP SETIDAUNN�cESSAR�NCUTTING OF B HE G. WIRING FOR EMERGENCY LIGHTING FIXTURES SHALL BE WIRE IN RIGID g DOORS OVER INSTALLATION. BE INC❑RP❑RA48' IN HEIGHT SHALL HAVE AUXILIARY FASTENERS AT TOP INTERIOR ❑ R THE ENCLOSURE.RAL TO A LUG WELDED OR BRAZED TO THE Fax: 631.367.6636 1. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO PROVIDE A FLOORS AND WALLS, H. PROVIDE EMPTY CONDUIT WITH DRAG WIRE FOR TELEPHONE SYSTEM, RUN AND BOTTOM ❑F DOOR IN ADDITION TO LOCK AND CATCH, E. RUN CABLE FROM THIS LUG TO NEAREST BUILDING MAJOR STRUCTURAL COMPLETE WORKABLE SYSTEM READY F❑R THE OWNER'S OPERATION. ANY c. ANY CUTTING AND PATCHING REQUIRED, DUE TO THE FAILURE TO COMPLY 3/4' CONDUIT FOR ONE OUTLET, 1' C❑NDUIT FOR TWO OUTLETS, AND 11/a' FOR h. METAL BLANK FILLERS (PLASTIC FOR RETROFITS) SHALL BE PR❑VIDED FOR MEMBER; OR, IF NOT READILY AVAILABLE, TO THE NEAREST 1-1/2' ❑R ITEM NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE WITH THE ABOVE PROVISIONS, SHALL BE DONE AT NO EXTRA COST TO THREE OUTLETS, TERMINATE ENDS OF CONDUIT WITH BUSHINGS. EACH UNUSED CIRCUIT POSITION. LARGER COLD WATER PIPE AS DESCRIBED ABOVE, EXCEPT USE ONLY A GiambertoneArchitects.com SPECIFICATIONS, BUT NORMALLY REQUIRED TO CONFORM TO THE INTENT, OWNER, SUCH CUTTING AND PATCHING SHALL BE DONE UNDER DIVISION I. MAKE FINAL C❑NNECTI❑N FROM MOTOR STARTING SWITCHES TO MOTOR BY 1. A PREPRINTED STICKER IS TO BE AFFIXED TO THE INSIDE OF THE SINGLE PIPE CLAMP. ARE T❑ BE CONSIDERED A PART OF THE CONTRACT, ONE, AS APPROVED BY THE ARCHITECT, MEANS ❑F CONDUCTORS IN FLEXIBLE STEEL CONDUIT. USE 'SEALTITE' IN WET PANELB❑ARD WITH EMERGENCY 24-HOUR TELEPHONE NUMBERS F❑R PARTS F. IN RAISED FLOOR AREAS, ALSO GROUND TO RAISED FLOOR, WHERE FLEXIBLE m, IF ANY PART OF SPECIFICATIONS OR DRAWINGS APPEARS UNCLEAR OR d. THE WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE. WHERE CUTTING, ❑R DAMP L❑CATIONS ONLY. AND/OR REPAIR. METALLIC CONDUIT IS USED, INSTALL AN INTERNAL BONDING CONTRADICTORY, CONSULT THE ARCHITECT/DESIGN PROFESSI❑NAL FOR CHANNELING, CHASING OR DRILLING OF FLOORS, WALLS, PARTITIONS, J. HANGERS, SUPPORTS AND SLEEVES SHALL BE AS ACCEPTABLE TO THE K, TERMINAL LUGS CONDUCTOR.WHERE AN IS❑LATED GROUND SYSTEM IS USED, RUN AN INTERPRETATION AND DECISION AS EARLY AS POSSIBLE DURING BIDDING CEILINGS OR OTHER SURFACES IS NECESSARY F❑R THE PROPER ARCHITECT, SUPPORT RISER CONDUIT AT EACH FLOOR, AND ALL OTHER a. BOLTED TYPE, LABELED FOR EITHER COPPER OR ALUMINUM CONDUCTORS. ADDITI❑NAL CONDUCTOR FOR THE IS❑LATED AND EQUIPMENT GROUNDS. 11 j PERIOD, D❑ NOT PROCEED WITH WORK WITHOUT THE ARCHITECT/DESIGN INSTALLATION, SUPPORT OR ANCHORAGE OF RACEWAY, OUTLETS OR OTHER CONDUIT ON EACH SIDE OF BENDS AND NOT GREATER THAN 10'-0' ❑N b, LOCATE MAIN LUGS PROPERLY AT TOP OR BOTTOM, DEPENDING WHERE MAIN G. GROUND MOTORS BY CONNECTING A CONDUCTOR FROM A GROUNDING BUSHING PROFESSIONAL'S DECISION. EQUIPMENT, THE WORK SHALL BE CAREFULLY DONE, ANY DAMAGE TO THE CENTERS, D❑ NOT SUPPORT COMMUNICATIONS, SIGNALING AND SIMILAR TYPE FEEDER ENTERS. IN THE STARTER T❑ THE MOTOR FRAME, INSTALL CONDUCTOR IN THE CONDUIT n, UNLESS SPECIFIED OTHERWISE HEREIN, CONTRACTOR SHALL BASE HIS BID BUILDING, PIPING, EQUIPMENT OR DEFACED FINISH PLASTER, WOODWORK, WIRING FROM CONDUITS. L. ELECTRICAL RATINGS - WITH THE CIRCUIT CONDUCTORS AND TERMINATED IN THE MOTOR CONNECTION FREEMAN ENGINEERING PLLC PROP❑SAL WITH ALL W❑RK T❑ BE PERFORMED ON A STRAIGHT TIME METALWORK, ETC. SHALL BE REPAIRED BY SKILLED MECHANICS OF THE K. COORDINATE CONDUIT RUNS WITH EXISTING'AND NEW WORK, CONCEAL ALL a. ALL CIRCUIT BREAKERS SHALL BE FULLY RATED UNLESS THE DRAWINGS BOX PROVIDING THE TERMINAL IS MECHANICALLY CONNECTED TO THE FRAME. 1,E M e ' NORMAL WORKING DAY. TRADES INVOLVED AT NO ADDITI❑NAL COST TO THE OWNER. C❑NDUIT AND OUTLET BOXES IN FINISHED AREAS UNLESS NOTED OTHERWISE, SPECIFICALLY INDICATE SERIES RATED. WHEN SERIES RATINGS ARE H. RUN ADDITIONAL GROUND CONDUCTOR IN PRIMARY AND SECONDARY CONDUITS i� ',F.,.�.+ o. ANY QUESTIONS OR DISAGREEMENTS ARISING AS TO THE TRUE INTENT OF e, THIS CONTRACTOR SHALL D❑ ALL CUTTING, CHASING AND ROUGH PATCHING L. RUN CONDUITS CLEAR OF SHAFTS, OPENINGS, CABLE SLOTS AND TELEPHONE APPLIED WITH INTEGRAL OR REMOTE UPSTREAM DEVICES, A LABEL OR TO TRANSFORMERS AND TO ALL EQUIPMENT CONNECTED BY FLEXIBLE CONDUIT ,_. = 3555 Veterans Memorial Hwy THIS SPECIFICATION OR THE DRAWINGS OR THE KIND AND QUALITY OF FOR INSTALLATION OF HIS WORK. RACKS, DO NOT SUPPORT CONDUITS OR RACEWAYS FROM TELEPHONE FRAMES MANUAL SHALL BE PR❑VIDED, IT SHALL STATE THE CONDITIONS OF THE UL TO IMPROVE GROUNDING OF FLEXIBLE C❑NDUIT. Q WORK REQUIRED THE SHALL BE DECIDED BY THE ARCHITECT/DESIGN f. UNLESS ASSIGNED TO OTHER CONTRACTOR(S) AS PART OF CONTRACT CABLE RACKS ❑R SUPERSTRUCTURES. SERIES RATINGS INCLUDINGI ,, SRuitk PROFESSIONAL, WHOSE INTERPRETATIONS THEREOF SHALL BE FINAL, Ronkonkoma, NY 11779 AGREEMENT THE GENERAL CONTRACTOR SHALL FINISH PATCHING AND M. TERMINATE EACH CONDUIT WITH TWO LOCKNUTS ONE INSIDE AND ONE a.a. SIZE AND TYPE ❑F UPSTREAM DEVICE 11. TELECOMMUNICATION AND DATA SYSTEMS CONCLUSIVE, AND BINDING ON ALL PARTIES, REPAIRS, OUTSIDE AND A BUSHING. USE ALUMINUM LOCKNUTS FOR ALUMINUM CONDUIT, a.b, BRANCH DEVICES THAT CAN BE USED A. EXTEND 1' C❑NDUIT UP FROM WALL MOUNTED OUTLET BOX INTO ACCESSIBLE W: 631-648-0577 p. IN CASE OF DISAGREEMENT BETWEEN DRAWINGS AND SPECIFICATIONS, OR g, ALL CUTTING AND DRILLING SHALL BE MACHINE CUT WITH POWER DRIVEN AND MALLEABLE IRON OR GALVANIZED OR CADMIUM PLATED STEEL FOR STEEL O.Z. UL SERIES SH❑RT-CIRCUIT RATING. HUNG CEILING AND TERMINATE IN BUSHING UNLESS OTHERWISE NOTED, �' &IN 01P WITHIN EITHER DOCUMENT ITSELF, THE BETTER QUALITY, GREATER TOOLS. CONDUIT PENETRATIONS SHALL BE CORE DRILLED, C❑NDUITS. BUSHINGS SHALL BE INSULATED PLASTIC TYPE, RATED AT NOT b. WHERE INDICATED, PROVIDE PANELBOARDS HAVING A 'SERVICE ENTRANCE" PROVIDE DRAG LINE FROM ❑UTLET BOX UP INTO CEILING OR ACCESSIBLE NEE freemaneng@optonline.net QUANTITY ❑R MORE COSTLY WORK SHALL BE INCLUDED IN 'THE CONTRACT h. WHERE CONDUITS, MOUNTING CHANNELS, OUTLET, JUNCTION, OR PULL BOXES LESS THAN 150C, T&B SERIES 510 OR AS ACCEPTABLE, WHERE C❑NDUITS TYPE UL LABEL WITH NEUTRALS FACTORY BONDED T❑ FRAME OR LOCATION BY FUTURE CABLE INSTALLER. PRICE AND THE MATTER REFERRED T❑ THE ARCHITECT/DESIGN ARE M❑UNTED ❑N A PAINTED SURFACE, OR A SURFACE T❑ BE PAINTED, LARGER THAN 1' SIZE ARE TERMINATED, LOCKNUTS SHALL BE THE BONDING ENCLOSURE, B, OUTLETS SHALL BE A SINGLE GANG BOX EXCEPT AS OTHERWISE NOTED. PROFESSIONAL'S ATTENTION FOR DECISION AND/OR ADJUSTMENT, THEY SHALL BE PAINTED TO MATCH THE SURFACE. WHENEVER SUPPORT TYPE T&B SERIES 106, OR AS ACCEPTABLE. IF ALUMINUM B❑NDING LOCKNUTS M. ALL PANELBOARDS SHALL INCLUDE LABELS WITH THE FOLLOWING C. BUSH ENDS OF ALL CONDUITS. q. IF DIRECTED BY THE ARCHITECT/DESIGN PROFESSIONAL, WITHOUT EXTRA CHANNELS ARE CUT, THE BARE METAL SHALL BE COLD GALVANIZED. ARE NOT AVAILABLE, USE A BONDING WEDGE IN ADDITION UNDER THE INFORMATION: D. DATA CABLE AND TELECOM PLATES WILL BE FURNISHED, INSTALLED AND project: CHARGE, MAKE REASONABLE MODIFICATIONS IN THE LAYOUT AS NEEDED TO INTERIOR ALUMINUM LOCKNUT. a. 'DANGER OF ELECTRICAL SHOCK" LABEL CONNECTED BY OTHERS, PREVENT CONFLICT WITH WORK ❑F OTHER TRADES OR F❑R PR❑PER G, COORDINATION WITH OTHER TRADES N. WHERE CONDUITS LARGER THAN 1' SIZE TERMINATE IN ECCENTRIC OR b. UL LISTING EXECUTION OF THE WORK, a. PRIOR TO STARTING ANY WORK, PURCHASE OF EQUIPMENT, ETC,, CONCENTRIC KNOCKOUTS AND WHERE ALL ❑F THE KNOCK❑UT RINGS HAVE NOT c. MANUFACTURER'S NAME r, ALL WORK SHOWN IN THE DRAWINGS AND SPECIFICATIONS SHALL BE COORDINATE WORK WITH OTHER TRADES, CONFER WITH OTHER CONTRACTORS BEEN REMOVED, INSULATED GROUNDED BUSHINGS SHALL BE USED, INSULATED d, DATE OF MANUFACTURE The Enclaves INCLUDED UNDER THE BASE BID, EXCEPT WHERE THERE IS SPECIFIC WHOSE WORK MIGHT AFFECT THIS INSTALLATION, AND ARRANGE ALL PARTS GROUNDED BUSHINGS SHALL BE CAST, THREADED TYPE EQUIPPED WITH A LUG e. # OF PHASES REFERENCE TO EXCLUSIONS AND INCORPORATED IN OTHER QUOTATIONS, OF THIS WORK AND EQUIPMENT IN PROPER SEQUENCE AND RELATION TO FOR GROUNDING, UPPER EDGE SHALL HAVE A NYLON RING OR A BAKELITE f, VOLTAGE RATING s, THIS SECTION OF THE SPECIFICATIONS COVERS THE ELECTRICAL SYSTEMS THE WORK AND EQUIPMENT OF OTHERS, WITH THE BUILDING CONSTRUCTION RING WHICH IS MOLDED INTO THE BUSHING. SIZE GROUND LUG TO TAKE g. CURRENT RATING OF THE PROJECT. IT INCLUDES WORK PERFORMED BY THE ELECTRICAL AND WITH ARCHITECTURAL FINISH SO THAT IT WILL HARMONIZE IN CONDUCTOR SIZED ACCORDING T❑ C❑DE WITH A MINIMUM SIZE OF NO. 12, h. SHORT-CIRCUIT RATING TRADES AS WELL AS TRADES NOT NORMALLY CONSIDERED AS ELECTRICAL SERVICE AND APPEARANCE, IN THE EVENT THERE IS A CONFLICT IN O. WHERE ELECTRICAL METALLIC TUBING IS INSTALLED, THE CONNECTORS AND N. UNLESS OTHERWISE SPECIFIED SHALL BE EQUIPPED WITH PLASTIC TRADES, COORDINATION BETWEEN TRADES, THE OWNER OR HIS REPRESENTATIVE COUPLINGS SHALL BE THE NYLON INSULATED THROAT TYPE AS MANUFACTURED DESIGNATION PLATE, t. PR❑VIDE ALL INCIDENTALS, EQUIPMENT, APPLIANCES, SERVICES, HOISTING, WILL RESOLVE IT. BY THE TH❑MAS & BETTS CO., COMPRESSION GLAND. ON TUBING LARGER O. CIRCUIT BREAKER DEVICES SCAFFOLDING, SUPPORTS, TOOLS, SUPERVISION, LABOR CONSUMABLE ITEMS, THAN 1' USE BONDING LOCKNUTS AS DESCRIBED ABOVE FOR RIGID C❑NDUIT, a. PLASTIC MOLDED CASE, COMPLETELY SEALED ENCLOSURE, TOGGLE TYPE 56655 Route 25 FEES, LICENSES, ETC., NECESSARY TO PROVIDE COMPLETE SYSTEMS, H, DAMAGE TO PROPERTY P. WHERE FLEXIBLE METALLIC CONDUIT OR TYPE AC OR MC CABLE IS ❑PERATING HANDLE. TRIP AMPERE RATING AND ON/OFF INDICATION CLEARLY PERFORM START-UP AND CHECKOUT ON EACH ITEM AND SYSTEM T❑ a. RESTORE TO ITS ORIGINAL CONDITION, WITHOUT EXTRA PAYMENT, ANY OF INSTALLED, CONNECTORS SHALL BE THE 'TITE BITE" TYPE WITH NYLON b, VISIBLE. PR❑VIDE FULLY OPERABLE SYSTEMS. THE OWNER'S PROPERTY THAT BECOMES DAMAGED DUE T❑ THE NEGLIGENCE INSULATED THROATS AS MANUFACTURED BY THE TH❑MAS & BETTS CO., SERIES c. THERMAL-MAGNETIC TRIP-FREE, TRIP-INDICATING, QUICK-MAKE, Southold New York u, EXAMINE AND COMPARE THE ELECTRICAL DRAWINGS AND SPECIFICATIONS ❑F EMPLOYEES OR AGENTS OF THE CONTRACTORS. SUCH REPAIRS SHALL 3110 ❑R AS ACCEPTABLE. FOR AC OR MC CABLE, INSTALL ANTI-SHORT QUICK-BREAK, WITH INVERSE TIME DELAY CHARACTERISTICS. WITH THE DRAWINGS AND SPECIFICATIONS OF OTHER TRADES, AND REPORT BE ACCEPTABLE T❑ THE OWNER, INCLUDE ALL COSTS IN THE BID PRICE BUSHINGS AND TERMINATE IN ACCORDANCE WITH MANUFACTURER'S SINGLE-HANDLE AND COMMON TRIPPING MULTIPOLE BREAKERS. ANY DISCREPANCIES BETWEEN THEM TO THE ARCHITECT/DESIGN F❑R PERFORMING SHUTDOWNS ON PREMIUM TIME. MODULES, ETC, INSTRUCTIONS. SUPPORT CABLES PER NEC. d. SILVER ALLOY CONTACTS WITH AUXILIARY ARC-QUENCHING DEVICES, PR❑FESSI❑NAL AND ❑BTAIN FROM HIM WRITTEN INSTRUCTIONS FOR CHANGES Q. WHERE TERMINATING LIQUID TIGHT FLEXIBLE STEEL CONDUIT (SEALTITE), e. PANELBOARD MUST BE OF THE TYPE WHICH WILL ACCEPT THE FIELD NECESSARY IN THE WORK. AT TIME OF BID, THE MOST STRINGENT I. SHUTDOWNS FITTING ASSEMBLY SHALL BE SEALING TYPE CONSISTING OF STEEL GLAND, INSTALLATION OF SHUNT TRIP DEVICES OF 60 AMPERES ❑R LESS ❑N THE 'ob number: REQUIREMENTS MUST BE INCLUDED IN SAID BID, a. WHEN THE INSTALLATION OF NEW WORK REQUIRES THE SHUTDOWN OF NYLON RING AND GR❑UND CONE ON THE OUTSIDE AND A NYLON INSULATED BRANCH DEVICES, v, INSTALL AND C❑ORDINATE THE ELECTRICAL WORK IN C❑OPE:RATION WITH EXISTING ❑PERATING SYSTEMS, THE CONNECTION OF THE NEW WORK SHALL THROAT FITTING ON THE INSIDE. FITTINGS SHALL BE THOMAS & BETTS CO,, f. CIRCUIT BREAKERS FOR POWER AND DISTRIBUTION PANELBOARDS SHALL 16-003 7100 OTHER TRADES INSTALLING INTERRELATED WORK. BEFORE INSTALLATION, BE PERFORMED ONLY AFTER GIVING AT LEAST 72 HOURS NOTICE T❑, AND SERIES 5331 OR AS ACCEPTABLE. HAVE A MINIMUM INTERRUPTING RATING OF 44,000 AMPS RMS AT 240 / MAKE PR❑PER PR❑VISIONS TO AVOID INTERFERENCES IN A MANNER OBTAINING THE WRITTEN AUTHORIZATION OF, THE OWNER. R. WHERE PASSING THROUGH FIRE RATED FLOORS OR WALLS USE U.L. LISTED VOLTS AC. APPR❑VED BY THE ARCHITECT/DESIGN PROFESSIONAL, ALL CHANGES FIRE RATED FITTINGS WHICH WILL PREVENT THE SPREAD OF FIRE OR 9, CIRCUIT BREAKERS FOR LIGHTING AND RECEPTACLE PANELBOARDS SHALL REQUIRED IN THE WORK OF THE CONTRACTOR, CAUSED BY HIS NEGLECT TO J. SHOP DRAWINGS PRODUCTS ❑F COMBUSTION, NELSON 'FLAMESEAL" OR AS ACCEPTABLE OR UL HAVE A MINIMUM INTERRUPTING RATING OF 15,000 AMPS RMS AT 240 date: DO SO, SHALL BE MADE BY HIM AT HIS OWN EXPENSE, a. SUBMIT REQUIRED ❑R REQUESTED SHOP DRAWINGS OF ALL EQUIPMENT AND APPROVED FIRE STOP SYSTEM. VOLTS AC. w. ALL SPECIAL AND SUPPLEMENTARY C❑NDITI❑NS AND OTHER DOCUMENTS ❑BTAIN WRITTEN REVIEW COMMENTS BEFORE ORDERING OR INSTALLING ANY S. HIGH AND LOW TENSION FLOOR FITTINGS SHALL MATCH EXISTING FITTINGS, h. FOR LIGHTING CIRCUITS PROVIDE DEVICES LABELED 'SWD' FOR SWITCHING HEREBYSMADEIA PART OF THESE S ECIF C AT IONS, (TOR AGREEMENT' ARE FILE FORMOR) T. LARGE FLOOR BOXES A UNDER THE 'OWNER MATERIAL EQUIPMENT. ALL SUBMITTAL T❑ BE IN DIGITAL FORM (PDF E2OESF SHALL BE WALKER DEVICE IN # WF4-DE TI LN HIGH IiNBBN-OUTLET. AND i. BOLT ED PURPOSES, TERMINALS U,L, LISTED FOR EITHER ALUMINUM OR COPPER 75 08.21 .23 25% SD ISSUED FOR REVIEW x. INSTRUCT ADJUSTMENT, AND'S REPRESENTATIVES MAINTENANCE ❑F THENSYOSTEMETE OPERATION, K, AS-BUILT DRAWINGS RECEPTAC�ERDEVICESSSHALLBBE PRE WI ED I NOG HE FACTORY AND SHALL j, PROVIDE MAIN BREAKERS IN PANELS SERVED FROM TRANSFORMERS UNLESS-KC, DEGREES C CABLES, 09.06.23 80% SD ISSUED FOR REVIEW a, FURNISH 'AS-BUILT' DRAWINGS C❑NSISTING OF A COMPLETE SET OF MATCH THE BUILDING STANDARD FLOOR BOX WIRING DEVICES. SEPARATE TRANSFORMER SECONDARY PROTECTION IS PROVIDED. 09.22.23 DD FOR REVIEW & COORDINATION B. a. VISITTAOND OCAREFULLY EXISTING EXOAMI,NEIOTH❑SE PORTIONS OF THE SITE AND/OR SIZE PRINTS, INDICATING INAA NEAT AND ACCURATE O MANNER, AOC❑MPLETE U. UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40, l CIRCUIT BREAKERS SERVING COMPUTER EQUIPMENT AND INDIVIDUAL SERVINGNUMBER, 09.29.23 80% DD ISSUED FOR REVIEW PRESENT BUILDINGS AFFECTED BY THIS WORK SO AS TO BF-COME FAMILIAR RECORD ❑F ALL CHANGES TO THE ORIGINAL DESIGN ❑F THE W❑RK, 5. CONDUCTORS KITCHEN EQUIPMENT BENEATH COOKING HOODS SHALL INCLUDE A SHUNT 10.12.23 50% CD ISSUED FOR PERMIT WITH FOR FEEDERS TRIP CIL, EXECUTIONT❑F HE WORK,ING SBEFORE AND ISUB SUBMITTING PROPOSALS. ATTENDFFICULTIES THAT WILL C❑NTRAC OR L, INSURANCE A AND THHNS❑RNTHWN F❑R BRANCH CIRCUITS IN C❑N UITT NO CABLE SHALL BE COPPER TYPE THHN- HWN WIRE SMALLER rn, SHUNT OTRIP BREAKERS SHALL BE SUPPLIED WITH 120 VOLT COILS. 1 11 .15.23 FOR REVIEW & COORDINATION SHALL CAREFULLY EXAMINE THE PRESENT LIGHTING AND RECEPTACLE a. FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY THAN #12 AWG SHALL BE USED FOR LIGHT OR POWER SERVICES. ALL BRANCH PR❑VIDE 120 VOLT CIRCUIT FROM NEAREST 120 VOLT PANEL TO COIL, 01 . 10.24 ISSUED FOR PERMIT INSTALLATIb. SUBMISSION❑OFMATHODS PROPOSALCWILL BEO BE CONSTRUEDDED FOR THE AS EVIDI-_NCENEW T AT WORK, THETHE OWNER, CIRCUITS UP T❑ THE MORE THARST ❑U LET EALLLCONDUCTORSBE #10 FOR THE ENTIRE SHALL BE COPPER UNLESS LENGTH EMERGENCY 120 TRIP VOLTBREAKERS S❑URGE F❑R SAMEMFR❑MNNEARESTL120 V❑LTE 02.07.24 ISSUED FOR BID EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABO , EQUIPMENT, M, TEMPORARY LIGHT AND POWER SHOWN OTHERWISE, ALL CONTROL CONDUCTORS SHALL BE 414 AWG. EMERGENCY PANEL, 03.22.24 RE-ISSUED FOR BUILDING PERMIT - OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH a. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHT AND POWER C❑NNECTI❑NS FOR WIRE #8 AND SMALLER SHALL BE MADE WITH T&B 'PIGGY n. PR❑VIDE LOCKING DEVICE FOR DESIGNATED BREAKERS. COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE, WILL F❑R THE NEW CONSTRUCTION AREAS, IN ACCORDANCE WITH NATIONAL PIGTAILS' OR AS ACCEPT-ABLE. TERMINATE STRANDED CONDUCTORS #10 AND o. FOR HVAC EQUIPMENT PR❑VIDE UL LISTED 'HACR' TYPE DEVICES. NOT BE RECOGNIZED. ENERGYI COS SO WILL BE BORNE BY THE ❑W ULT INTERRUPTERS ER STABLISHED BY ❑.S.H.A. B. CONNECT OUTLETS ANDG LIGHTING TO PANEL AND CIRCUIT NUMBER AS SHOWN, P. a. GROUND OUND AFAULT INTERRUPTER BRANCH CIRCUIT BREAKERS SHALL BE AS O4.29.24 ISSUED FOR ADDENDUM NO.2 C, TIME AND MANNER OF EXECUTION OF WORK MAXIMUM NUMBER OF H❑ME RUNS IN A COMMON C❑NDUIT SHALL BE 3. A INDICATED ON THE DRAWINGS, CIRCUIT BREAKERS SHALL BE CIRCUIT 05.22.24 ISSUED FOR ADDENDUM NO.3 a. ALL WORK SHALL BE DONE AS EXPEDITIOUSLY AS P❑SSIBLI- AND IN SUCH N. TESTING COMMON NEUTRAL MAY BE USED F❑R UP TO 3 PHASED CIRCUITS EXCEPT AS INTERRUPTING WHICH WILL OPERATE MANUALLY FOR NORMAL SWITCHING A MANNER AS N❑T TO CAUSE INTERFERENCE OR INTERRUPTION TO THE a. ALL PARTS OF THE WORK AND ASSOCIATED EQUIPMENT SHALL BEA TESTED OTHERWISE INDICATED, A SEPARATE NEUTRAL SHALL BE RUN FOR EACH FUNCTIONS AND AUTOMATICALLY UNDER OVERLOAD, SHORT CIRCUIT, AND BUSINESS OF THE OWNER. SUBMIT SCHEDULE FOR REVIEW AND APPROVAL, AND ADJUSTED T❑ W❑RK PROPERLY AND BE LEFT IN PERFECT ❑PERATING CIRCUIT SERVING DATA PROCESSING EQUIPMENT, 0.005 AMP LINE-TO-GROUND FAULT CONDITIONS, THE OPERATING MECHANISM THE CONTRACTOR SHALL N❑T OBSTRUCT ENTRANCES ❑R PA>SAGES ON THE CONDITION; THIS SHALL INCLUDE MEGGER TESTS BETWEEN PHASES AND C. ALL WIRES AND CABLES IN PULL, SPLICE AND CABLE SUPPORT BOXES, IN SHALL BE ENTIRELY TRIP-FREE SO THAT CONTACT CANNOT BE HELD OWNER'S PREMISES. BETWEEN EACH PHASE AND GROUND ❑F ALL FEEDERS AND SUB-FEEDERS PANELS AND POINTS OF TERMINATION SHALL BE BUNDLED AND LACED BY CLOSED AGAINST AN ABNORMAL ❑VERCURRENT, SHORT CIRCUIT, OR GROUND b, TRANSPORTATION OF MATERIAL INTO AND THROUGH THE BUILDING WILL BE CENTERS. CORRECT DEFECTS DISCLOSED BY THESE TESTS WITH❑UT ANY CIRCUITS AND TAGGED USING NYLON TIEWRAP MATERIAL AND USING FLAME FAULT C❑NDITI❑N, THE DEVICE SHALL BE BOLT-ON TYPE WITH CASE SUBJECT TO REVIEW AND APPROVAL ❑F THE OWNER AND MAY BE LIMITED ADDITIONAL COST TO THE OWNER. REPEAT TESTS ON REPAIRED OR RESISTING TAGS OF ADHESIVE MATERIAL. TAGS SHALL IDENTIFY CABLES AND CONSTRUCTION AND SHALL BE INTERCHANGEABLE WITH STANDARD 1P TO RESTRICTED TIMES, REPLACED WORK. ALL CODE CARDS, MODULES, ETC, PIECES OF EQUIPMENT SERVED. TAGS SHALL BE T&B 'TY-RAP" OR BREAKERS UTILIZED IN THE PANELBOARD. c, THE OWNER WILL MAKE AVAILABLE TO THE CONTRACTOR AN ELEVATOR 'E-Z-CODE' OR AS ACCEPTABLE, Q, INSTALLATION F❑R HANDLING MATERIALS, RUBBISH, ETC, AT SUCH TIMES WHEN IT IS ❑. SEISMIC REQUIREMENTS D. ALL WIRING AND CABLE SHALL BE COLOR CODED AS FOLLOWS: a. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP CONVENIENT TO THE OCCUPANTS OF THE BUILDING, THE CONTRACTOR a. ALL EQUIPMENT SHALL BE BOLTED TO STRUCTURE TO ALLOW FOR MINIMUM PHASE COLOR UNLESS OTHERWISE NOTED, SHALL PROTECT THE INTERIOR ❑F THE CAB AGAINST DAMAGE AND PROVIDE 0.5G ❑F ACCELERATION. LIFE SAFETY EQUIPMENT AND PIPING SHALL BE 208/120V 480/277V b. WHERE FLUSHED MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH LABOR TO HANDLE MATERIALS IN AND ❑UT ❑F THE ELEVATOR AND ❑UT ❑F B❑EYED T❑ STRUCTURE TO ALLOW FOR LOG OF ACCELERATION, BOLT A ❑R 1 BLACK BROWN IT IS INSTALLED MUST BE MAINTAINED. THE BUILDING, POINTS AND DIAMETER ❑F INSERTS SHALL BE SUBMITTED AND VERIFIED AS B OR 2 RED ORANGE c. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH PART ❑F THE CONTRACTOR'S SUBMISSION FOR EACH PIECE OF EQUIPMENT C OR 3 BLUE YELLOW GUTTER WITH THOMAS & BETTS NYLON "TY-RAPS', OR APPROVED EQUAL AT ,,,OFNcwJ, . D, GUARANTEE AND CERTIFIED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER. NEUTRAL WHITE OR GRAY GRAY OR WHITE MINIMUM 4 INCH INTERVALS. y.�P , a. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF b. ALL STRUCTURALLY SUSPENDED OVERHEAD EQUIPMENT SHALL BE EQUIPMENT GROUND GREEN GREEN d, PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED, 1*�• ❑NE YEAR FROM DATE OF FINAL ACCEPTANCE ❑F THE INSTALLATION AND FOUR-POINT INDEPENDENTLY BRACED WITH TYPE II SEISMIC RESTRAINING E. ALL POWER CABLES SHALL BE TERMINATED, SPLICED AND TAPPED WITH e, PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODEL WORK * I * ANY PORTIONS ❑F THE WORK WHICH DEVELOP DEFECTS DURING THAT SYSTEM, COLOR-KEYED, CIRCUMFERENTIAL COMPRESSION CONNECTORS AS OR CHANGES, TRACE CIRCUITS TO DETERMINE LOADS AND PR❑VIDE NEW r TIME SHALL BE REPLACED OR REPAIRED IN A MANNER SATISFACTORY TO NOTE: IF EQUIPMENT IS RIGIDLY FASTENED TO CONDUIT, DIAMETER AND MANUFACTURED BY THE THOMAS & BETTS CO., SERIES 54000 OR AS UPDATED DIRECTORY. THE OWNER. DISTANCE REQUIREMENT FROM SUPPORT APPLIES, ACCEPTABLE, EXCEPT IN MOTOR CONTROLLERS, SWITCHES AND PANELBOARDS f, PR❑VIDE GROUNDING AND BONDING JUMPERS PER SECTION 16140 AND AS . ,.' b. ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT EXTENDING BEYOND THE c. INSTALL SEISMIC RESTRAINING SYSTEM TYPE II: TAUT FOR OVERHEAD WHERE LUGS CANNOT BE CHANGED. USE MANUFACTURER'S RECOMMENDED INDICATED ❑N THE DRAWINGS. �O ��.07�� GUARANTEE PERIOD SHALL BE TURNED OVER TO THE OWNEI�. SUSPENDED UNIS❑LATED EQUIPMENT, AND SLACK WITH CABLE DEFLECTION T❑❑LING T❑ APPLY. R. BALANCING A�'p, S a SIO�P�I4I01 c. REPLACE OR REPAIR TO THE SATISFACTION OF THE OWNER ANY AND ALL F❑R IS❑LATED SYSTEMS. F. LUGS SHALL BE THE TWO-HOLE TYPE. INSULATE ALL SPLICES AND TAPS . ALL BRANCH CIRCUITS SHALL BE BALANCED AT THEIR RESPECTIVE PANEL DAMAGE D❑NE T❑ THE BUILDING OR ITS CONTENTS OR T❑ THE WORK OF d, SEISMICALLY RESTRAIN ALL CONDUITS WITH CENTER BRACING OR TYPE II WITH HEAT SHRINKABLE INSULATION, RAYCHEM OR THOMAS & BETTS OR AS TO WITHIN 10 PERCENT FULL LOAD APPLIED, ❑THER TRADES IN CONSEQUENCE OF WORK PERFORMED IN FULFILLING RESTRAINING SYSTEM IN ACCORDANCE WITH SMACNA GUIDELINES TO COMPLY ACCEPTABLE. FURNISH AND INSTALL LUGS WHERE NOT FURNISHED WITH GUARANTEE. WITH THE LATEST ADDITION OF THE BOCA CODE, EQUIPMENT, 7, LIGHTING AND POWER MATERIALS status: d. THIS ARTICLE IS GENERAL IN NATURE AND WILL NOT WAIVE STIPULATIONS e, SEISMIC RESTRAINTS ARE NOT REQUIRED FOR THE FOLLOWING: G. WHERE CABLES PASS THROUGH FIRE RATED, FIRE RESISTANT AND/OR FIRE A. FURNISH AND INSTALL ALL BOXES, FITTINGS, DEVICES, RACEWAYS, OF ❑THER CLAIMS THAT SPECIFY GUARANTEE PERIODS IN EXCESS ❑F ❑NE ez, CONDUIT IN MECHANICAL EQUIPMENT ROOM THAT IS LESS THAN 1-1/4' STOPPED FLOORS, WALLS, AND ABOVE CEILING SMOKE BARRIERS USE CABLE CONDUCTORS, CONNECTIONS, MOUNTING ACCESSORIES, ADAPTERS AND ALL Issued for Bdchng Permit (1) YEAR, IN THE EVENT DEFAULT ON THIS GUARANTEE, THE OWNER MAY INTERNAL DIAMETER, SLEEVES THAT PREVENT THE SPREAD OF FIRE ❑R PR❑DUCTS ❑F COMBUSTION. OTHER MATERIALS, EQUIPMENT AND LABOR NECESSARY F❑R A COMPLETE HAVE SUCH W❑RK D❑NE AS REQUIRED & CHARGE THE C❑ST TO THE e.b, ALL OTHER ELECTRICAL CONDUIT LESS THAN 2-1/2' INTERNAL SLEEVES SHALL BE NELSON ELECTRIC 'MULTI-CABLE TRANSIT', NELSON ELECTRICAL INSTALLATION. copyright: © 2023 AVGA CONTRACTOR. DIAMETER, 'FLAMESEAL' OR AS ACCEPTABLE, B. INSTALL ELECTRIC OUTLETS VERTICALLY UNLESS NOTED TO THE CONTRARY e. THE DATE OF ACCEPTANCE SHALL BE THE DATE OF FINAL PAYMENT BY e,c, ALL CONDUIT SUSPENDED BY INDIVIDUAL HANGERS 12' IN LENGTH OR AT HEIGHTS AS NOTED, THOSE LOCATED ON INTERIOR COLUMNS SHALL BE THE OWNER OR NOTICE ❑F ACCEPTANCE BY THE OWNER WHICHEVER IS LESS FROM THE T❑P ❑F THE PIPE TO THE BOTTOM ❑F THE 6. PANELBOARDS CENTERED LATERALLY. THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMFNTS PREPARED 13Y ANDREW V.GIANIBFRTONE AND ASSOCIATES,ARCHITECTS,P.C. EARLIER STRUCTURAL SUPPORT FOR THE HANGER, A. PROVIDE COMPLETE PANELBOARDS, C. PROVIDE FLOOR JUNCTION BOXES WITH FLOORING OR CARPET HOLDERS TO (AVGA)FOR THIS PROJECT,ARE I,NSTRUMENTS OF AVGA. THESE DOCUNtENTs f. SEISMICALLY SUPPORT ALL NON-ISOLATED FLOOR AND WALL MOUNTED B. PR❑VIDE TWO (2) KEYS FOR EACH CABINET LOCK, SATISFY FINISHED FLOOR CONDITIONS, ARE SERVICES FOR T HE USE SOLELY XXTrH RESPECT TO TIIIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BF DEEMED THE AUTHOR OF THESE E, LAWS, ORDINANCES, PERMITS AND FEES EQUIPMENT, INCLUDING TRANSFORMERS, SWITCHGEAR, EMERGENCY C. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PR❑VIDE CIRCUIT BREAKERS D. FINISH OF FLOOR SERVICE FITTINGS, CARPET HOLDERS AND EXPOSED DOCUMENTS AND SHALL RETAIN ALI.COMMONI.AW,STATUTORY AND OnIER a. SHOULD ANY CHANGE IN DRAWINGS OR SPECIFICATIONS BE REQUIRED TO GENERATORS, ETC, COMPATIBLE WITH EXISTING PANELBOARDS, ELECTRICAL HARDWARE SHALL MATCH THE BUILDING STANDARD PRESENTLY IN OWNER,' RIGHTS THAT THESE. HER PROJECTS SHALL. NOT I ONS BY THE O�X'NFR, OR 01'liERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS COMPLY WITH GOVERNMENTAL REGULATIONS, THE CONTRACTOR SHALL g, ALL CEILING-MOUNTED LIGHTING FIXTURES ARE TO BE INDEPENDENTLY D. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE USE. PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. NOTIFY ARCHITECT/DESIGN PROFESSIONAL PRIOR TO EXECUTION OF THE HUNG AND CABLE BRACED UTILIZING S.R. TYPE III CABLES. FIXTURE, PART F❑LL❑WING MANUFACTURERS: SQUARE D, SIEMENS, GENERAL ELECTRIC, EAT❑N, E. MOUNTING HEIGHT OF CONVENIENCE RECEPTACLES SHALL BE 18' A.F.F., WORK. THE WORK SHALL BE CARRIED OUT ACCORDING TO THE OF LIGHTING GRIDS SHALL MEET LOCAL CODES FOR SUSPENSION AND BE CUTLER HAMMER, UNLESS OTHERWISE NOTED. Plotted: W'cdncsdac,Nlat129,2021-11:19am By: k,Pear REQUIREMENTS OF SUCH C❑DE IN ACCORDANCE WITH THE INSTRUCTION OF FOUR-POINT INDEPENDENTLY CABLE BRACED TO DECK UNLESS A,T,C. E. PROVIDE PANELBOARDS C❑NSISTING OF AN ASSEMBLY OF BRANCH CIRCUITS F. WHERE COUNTER AREAS CONFLICT WITH RECEPTACLES, MOUNT RECEPTACLES File: J:\7100\DraNNingrdcs\'I'lll;t?NCI,AvlS-11n'1'lq,\710OF7.1.dog THE ARCHITECT/DESIGN PROFESSI❑NAL AND AT NO ADDITI❑NAL COST To CEILING MEETS SEISMIC ZONE II REQUIREMENTS, IF THIS IS MET, SWITCHING AND PROTECTIVE DEVICES (CIRCUIT BREAKERS, SWITCH AND FUSE ABOVE BACK SPLASH. THE OWNER, EARTHQUAKE CLIPS SHALL SECURE FIXTURE T❑ T-BAR CONSTRUCTION, UNITS, OR COMBINATION THEREOF) MOUNTED INSIDE A DEAD FRONT & USE CAST BOXES FOR EXPOSED WORK, AND WHERE INSTALLED FLUSH IN b. THE PROVISIONS OF STANDARDS, CODES, LAWS, ORDINANCES, ETC,, SHALL ENCLOSURE, PROVIDE THE NUMBER AND SIZE OF THESE BRANCH CIRCUIT FLOORS, ALL OTHER OUTLET BOXES SHALL BE SHEET STEEL AND BE CONSIDERED MINIMUM REQUIREMENTS. IN CASE OF CONFLICT BETWEEN 2, ALTERATIONS DEVICES AS INDICATED BY THE CIRCUITING, ON THE DRAWINGS, AND IN THE GALVANIZED, FLOOR BOXES SHALL BE ADJUSTABLE TYPE. THEIR PUBLISHED REQUIREMENTS, THE ARCHITECT/DESIGN PROFESSIONAL A. PERFORM ALL WORK WHEN AND AS DIRECTED, SUBMIT SCHEDULE TO OWNER SCHEDULES, LOCATIONS OF CIRCUIT BREAKERS SHALL BE AS INDICATED IN H. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE, DECORATOR TYPE title: SHALL DETERMINE WHICH IS TO BE FOLLOWED AND HIS DECISION SHALL FOR ACCEPTANCE, THE SCHEDULES, SHALL BE PR❑VIDED IN FINISHED AREAS, DECORATOR TYPE SHALL BE Electrical BE BINDING. SPECIFIC REQUIREMENTS OF THIS SPECIFICATION OR THE B. REMOVE ALL EQUIPMENT SHOWN TO BE REMOVED; HOWEVER, ALL CHANGES F. POWER AND DISTRIBUTION PANELBOARDS - CIRCUIT BREAKER TYPE - I-LINE PROVIDED WITH MATCHING PLATES, HEAVY DUTY DEVICES SHALL CONFORM DRAWINGS, WHICH EXCEED THE PUBLISHED REQUIREMENTS, :SHALL TAKE CANNOT BE DETAILED COMPLETELY ❑N THE DRAWINGS, SOME REMOVALS AND a. SHALL BE OF THE VOLTAGE AND AMPERAGE SHOWN, 3 PHASE, 4 WIRE, TO NEMA STANDARD WD-1, PRECEDENCE OVER THEM, RELOCATIONS OF EXISTING ELECTRIC WORK WILL BE NECESSARY FOR 44,000 AMPS AIC MINIMUM UNLESS SHOWN OTHERWISE, DEAD FRONT, I. ALL LOCAL SWITCHES EXCEPT AS OTHERWISE INDICATED SHALL BE TOGGLE Spucifications ink c, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS OF THE ISSUE SATISFACTORY PERFORMANCE OF THIS AND OTHER TRADES, TAKE INTO CIRCUIT BREAKER TYPE, WITH MAIN CIRCUIT BREAKER OR MAIN LUGS ONLY TYPE 20 AMPERE, 120-277V CAPACITY WITH FULLY ENCLOSED COMPOSITION IN EFFECT ON DATE OF THE INVITATION FOR BIDS SHALL FORM A PART CONSIDERATION IN PROPOSAL ALL REQUIRED CHANGES. AS SHOWN, COPPER BUS, FULLY RATED NEUTRAL AND GROUND BARS, NEMA CASES, SWITCHES SHALL BE LEVITON 5621-2 FOR DECORATOR TYPE AND OF THIS SPECIFICATION, UNLESS THEY CONFLICT WITH LOCAL CODES, C. MAINTAIN CONTINUOUS SERVICE ON FEEDERS, CIRCUITS OR PARTIAL CIRCUITS, TYPE 1 ENCL❑SURE AND SURFACE TRIM. BLANK CIRCUIT BREAKER SPACES HUBBELL HBL 1221 FOR COMMERCIAL TYPE, OR AS DESIGNATED BY ARCHITECT, scale: As Noted d. ALL MATERIALS FURNISHED AND ALL WORK INSTALLED SHALL COMPLY WITH AND OUTLETS AFFECTED BY THIS WORK, EXCEPT WHERE OWNER GIVES SHALL BE FULLY BUSED AND READY TO ACCEPT FUTURE CIRCUIT J. ALL RECEPTACLES SHALL BE 20 AMP, 2-POLE, 3-WIRE, NEMA 5-20R, UNLESS THE RULES AND RECOMMENDATIONS ❑F THE NATIONAL FIRE PROTECTION WRITTEN PERMISSION FOR OUTAGE FOR SPECIFIED TIME. ALL WORK REQUIRING BREAKERS. SHOWN OTHERWISE ON DRAWINGS. DECORATOR TYPE SHALL BE HUBBELL ASSOCIATION, WITH ALL REQUIREMENTS OF LOCAL UTILITY COMPANIES, SHUT DOWN OF EXISTING SYSTEMS SHALL BE PERFORMED ON OVERTIME AT G. LIGHTING AND RECEPTACLE PANELS - NQ, NF STYLE LINE HBL 2162; COMMERCIAL TYPE SHALL BE HUBBELL HBL 5462 OR drawn: IUD WITH THE RECOMMENDATIONS OF THE FIRE INSURANCE RATING HOURS AS APPROVED BY THE ❑WNER AND AT NO ADDITIONAL COST T❑ THE a. LIGHTING AND RECEPTACLE PANELS SHALL BE OF THE VOLTAGE, AMPERAGE AS APPROVED ACCEPTABLE. ORGANIZATION HAVING JURISDICTION, AND WITH THE REQUIREMENTS OF OWNER, SUBMIT SCHEDULE OF REQUIRED OUTAGES TO THE OWNER FOR AND NUMBER OF POSITIONS SHOWN, 3 PHASE, 4 WIRE, 10,000 kAIC MINIMUM K. RECEPTACLES IN UNDERFLOOR BOXES SHALL BE INSTALLED AND PRE-WIRED ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION. APPROVAL, PERFORM WORK IN A MANNER TO MINIMIZE SHUTDOWN TIME. UNLESS SHOWN OTHERWISE, CIRCUIT BREAKER TYPE, WITH MAIN CIRCUIT AT THE FACTORY IN ACCORDANCE WITH THE EXISTING BUILDING STANDARDS, e, AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SECURE AND D. PROVIDE RECONNECTIONS AND TEMPORARY INSTALLATIONS AS REQUIRED; BREAKER OR MAIN LUGS ONLY AS SHOWN, COPPER BUS, FULLY RATED L. NEW WIRING DEVICE PLATES SHALL COORDINATE WITH ARCHITECT AND DELIVER T❑ THE ARCHITECT/DESIGN PROFESSIONAL, 'CERTI:FICATE OF REMOVE AT J❑B COMPLETION. NEUTRAL AND GROUND BARS, NEMA TYPE 1 ENCL❑SURE AND SURFACE OR OWNER TO MATCH EXISTING BUILDING STANDARDS, USE ONLY ALUMINUM TAP, APPROVAL" FROM THE VARIOUS LOCAL VILLAGE, TOWN, COUNTY, CITY, E. TAKE POSSESSION AND REMOVE FROM THE PREMISES ALL ABANDONED FLUSH TRIM AS SHOWN, IN MAIN CIRCUIT BREAKER PANELS, THE MAIN SUPPORT AND PULL BOXES WITH ALUMINUM CONDUIT. ALL STEEL BOXES STATE BUREAUS, FIRE MARSHAL, FIRE UNDERWRITERS, LOCAL BUILDING MATERIALS AND EQUIPMENT UNLESS SPECIFIED AS RETURNABLE T❑ THE CIRCUIT BREAKER SHALL BE SEPARATE FROM AND NOT MOUNTED IN FEEDER SHALL BE PRIMED AND FINISHED IN GRAY ENAMEL, DEPARTMENT AND ALL DEPARTMENTS HAVING JURISDICTION. OWNER; IN WHICH CASE, REMOVE WITHOUT DAMAGE ALL SUCH EQUIPMENT AND BREAKER POSITIONS. 74, 1 1 f. INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, TURN OVER AND DELIVER T❑ ❑WNER AT L❑CATION DESIGNATED BY THE H. INTERIORS As�o2s ______________________ _________________;_-_-__-__________--_-____---_-__________________________________________________________________-___________, A N D R E V. I , I I I , 1 GIAMBERTONE ' , I 1 I - -- _---_--------------- _ ------— _--------_--- --_-- ------- --_--_---_-_---_- ------ -- - ----_—_- --__---_—- -W� Ii1I 34l O ASSOCIA T E S ® ARCHITECTS --- - ----- --- -- i + 4 62 Elm Street Huntington, NY 11743 -- — - Telephone: 631.367.0050 Fax: 631.367.6636— ------ -- -- -- - - ----- - - ------- ----- - - ------ -- -- - - --1_-_-- -- - - - GiambertoneArchitects.co m — — — ------ --- -- ------- ---- ----- — I --- ----- - -- ---- ----- --- ----- -- ---- ----- -- -----�-- - ------------ 17 O IL 1 is --- - - - - - - - - - - - - - - ------- - - - ---------- - ----- ---- -- i I ( i i E M 9 FREEMAN ENGINEERING,PLLC i °4, 3555 Veterans Memorial Hwy Suite I I Ronkonkoma, NY 11779 2 I W: 631-648-0577 Is�NEE'��a freemaneng@optonline.net I I I I __ ' I � I ' I -------------- -----------------------------------------------------------�---- L----— 22 -�_=- - - - ----- - - ------- - - --- ----- 21 protect: 1 ' 23 ------4--- - 1 ' I - --- 38 The Enclaves I � I I � I I ' I ' I ' I I , I 26 --- ---T -- - - = n_-__- - ; 56655 Route 25 �I ----� Southold, New York I R A job ob number: I I - - - j-- — - - --- -- - - - - - - I-- - --------- 3� ; ' 16-003/7100 I i I 31 I date: 32 --- - - i 1 1 08.21 .23 250 SD ISSUED FOR REVIEW ---- 34 , ill I 09.06.23 80% SD ISSUED lii I F OR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW ---- --- i1-- --- -- -- - -- --- -fi-j- - --------- 35 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT --- -- Ij — - -- _ _ _ - -- - _ 36 02.07.24 ISSUED FOR BID � I 03.22.24 RE-ISSUED FOR BUILDING PERMIT -- --r- —4_--- - - -- ---- - - ----- - -- - - ------- 37 ' 1 I 04.29.24 ISSUED FOR ADDENDUM NO.2 ---- ------------ ---------------------------------------------------------------------------------------- 05.22.24 ISSUED FOR ADDENDUM NO.3 ------------------ I - --- 45 P�EOF�4y Y �n. � ' Status: Hotel - Roof Key Plan Issue SCALE: 1/16"= 1'-0" or Buildin Permit copyright: 02023 AVGA THE. COPYRIGHT DRAWINGS,SPECIFIC.ATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GTAMBERTONFs AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR TI IIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE Si7tVICIiS FOIL T 1 IE USI'.SOLELY WITH RESPECT TO II TIS PROJECT.UNLESS OTI FERNNISF. PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTI IER RESERVED RIGHTS THAT THEE. DOCUMENTS STIAI1. NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR 111E COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Wedncsdav,Kiy 29,2024-11:24am By: kspear File: 1:\7100\DraNNing Files\TI 11;IiNCLAWS-11011 .\7100 N12.4.d\cg title: Mechanical Roof Key Plan scale: As Noted drawn: PF —M-2 • A 1 B C D E F G H J ANDREW Ve GIAMBERTONE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ — _ ' & ASSOCIATES (J — _ _ _ 1 Q 1 _ — _ — _ _ _ _ _ _ _ _ _ _ _ _ —3 I I I * ARCHITECTS Fi- I I I I 62 Elm Street I I Huntington, NY 11743 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-- I Telephone: 631.367.0050 - - - o - - - - - - - - o - - - - - - o - - 1 - - - - - - - —I— - - - - o - - - - - - - - } — Fax: 631.367.6636 I ' F-PO L �- E TE®2 TE®3 TE®4 G1 ert n Ar itects.co m F-1 TEF T -6 7DOAS-1 TE I I I I I I I 12 5 I E E M e ti FREEMAN ENGINEERING,PLLC , .. .. , 3555 Veterans Memorial Hwy - _ _ - - - - - - - - - - - - - - - - - - - - - €F- 0- - - Ef=MAN1-PED1 - --EF- �t@N- -- EF--MASSAGE - - - - '- � „ ; ` ; Suite Q 4a n__� TEF-8 T F-9 EF-10 , T F-1 1 EF-12 , ® ® I ® ® TEF-17 ( ' E - Ronkonkoma NY 11779 �� -sj - - - - - - - - - - - - _6 - - - - - - - - - - - - - - - - - - - - - W: 631-648-0577 0 ® ® 15 EF f<x� i - TEF-13 TEF-14 TEF-15 TEF-16 — s�NE�R% i freemaneng@optonline.net ontonline.net CCU-1 -1 ACC -1-2 O 0 - ' - - 0 - - - - o- - - -� - - 0 - - - J - 5 - - - - - - - - - - - - - - - - - - - - - - - - - project: I I I i I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - _ The Enclaves CCU-2- CCU-2-2 9 I I I 56655 Route 25 Southold New York I I I I I I I I I 0 0 0 0 0 job number: 16-003/7100 I I I I I I I I I I ate: I o 2 I 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW MATGHLINE •$_ _ - _ MATGHLINE nB. zl 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW QI 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT - 02.07.24 ISSUED FOR BID 03.22.24 RE-ISSUED FOR BUILDING PERMIT 04.29.24 ISSUED FOR ADDENDUM NO.2 ('1 Hot:el - Roof Plan 05.22.24 ISSUED FOR ADDENDUM NO.3 M2.4a, SCALE: 1/8"= 1'-0" Egr-FR �- o. ssx��'P����/a� status: Issued for BuMing Permit O KEY NOTES SHEET NOTES copyright: © 2023 AVGA 1. 2412 SUPPLY DUCTWORK DOWN THRU ROOF. 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR 171E COPYRIGHT DRAVONGS,SPECIFICATIONS, AND OT11ER DOCUMENTS PREPARED REQUIRED TO INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS AS (A G)FORMS PROJECT,AREAINS71RumEN s of AVGA..�TH�ESE ARCHITECTS,O TS 2. 16x10 SUPPLY AND RETURN DUCTWORK DOWN THRU ROOF. INDICATED ON THE DRAWINGS AS SPECIFIED AND AS REQUIRED BY ARESER\10ESFOMED, ANrGA STI LLB1XITI DEEM[FTO THIS AUTHOR O UNLESS � OTHERAXISE PRO\1DED, AVGA STTALL BE DEEDED THI.AU'CHOR OF THESE o._-- --- -' -.__ -- x,,= _.�_> --, ,.-,- __.___ _ — -q ----p --q q Q DOCUMENTS AND SHALI,RETAIN ALLCOMMONI.A\\',STATUTORY AND OVER COD q 4 Q v v - RPSERVED RIGFITS THAT THESE DOCUMENTS STTALL NOT BI?USED BY TITS 3. NOT USED. ' o- 4 -- - --u L} - OWNER, OR OTHERS, ON OTHER PROJECTS FOP. ADDITIONS "I'O 1'IIIS 2. COORDINATE DIFFUSER REGISTER AND GRILLE LOCATIONS WITH - - - - PROJECT, OR FOR THE coDmLE11oN of THIS PROJECT FOR o111Exs. 4. 1600 SUPPLY AND RETUP,N DUCTWORK DOWN TO SECOND FLOOR. ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING AND OTHER CEILING o-- - - - - - - - - - - - — + — — Plotted: ��'ednesda',RSap 29,3024-11:24am By: kspear ITEMS AND MAKE MINOR DUCT MODIFICATIONS TO SUIT. — L.__.__._i — —� File: J;\7100\Ira do 1 ilc \'1'1IF,I?NC1.AVlsS-}I(71'I?I,\7100\12.4.d r, 5. 1Ox8 EXHAUST AIR DUCT UP TO GOOSENECK WITH STEEL WIRE MESH �- - - - -- - r -- -- ---- i SCREEN ON ROOF. 3. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, CONTROLS AND VALVING. - 6. 1808 EXHAUST AIR DUCT UP EF-POOL ON ROOF. + V11, -- ---4. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT TOtitle: ---� ----- 7. 10x8 OUTSIDE AIR INTAKE UP TO GOOSENECK WITH STEEL WIRE THE UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR INSULATION IF _ _--0 o----- -. ; MESH SCREEN ON ROOF. REQUIRED. ---- -- -- -- Mechanical 8. NOT USED. 5. SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS AND �____ -- ---� Roof Plan OTHER REQUIREMENTS. ---- - - -- ----0 9. INSULATED REFRIGERANT PIPING DOWN FROM HOTEL ROOM ACCU ---0 ____ r _ -- -----.-0 UNITS ON ROOF. (10 SETS) 6. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY DUCT TAKEOFF. _--0 o-�=-:- 1_ '__._-0 scale: As Noted WHERE BRANCH DUCT TAKEOFF IS ABOVE AN INACCESSIBLE CEILING, PROVIDE CABL-OPERATED VOLUME DAMPER. - -_-- --- - - - ---- " drawn: PF 7. PROVIDE 1" ACOUSTICAL LINING 1OFT DOWNSTREAM OF ALL AIR ---- -a - - - b-�--- HANDLERS. - --0 bb Key Plan M2 . 4a SCALE: N.T.S. F G H O Q 1 S T U 1 2 V W LU 1 7-! 1 1 i I ! 1 2' 8 2 ff2=0 I X � 310�-----------J(�310��----- ------- 460�-- -- 0�------� 13 14 X ! 00 , TE®19 4x�4,2 � I I 1 ---R-T ' ! IUCH RK N - - - - - - 0 31 O - - - - - - ROOF. RTU 1 1 B o i 6 U-1 -2 - 1 -- � - - 1 ' ! I 1 N 25 1 x10 I o i 14 13 i -X Q 00 ° , o X , ° ° �1 �- C7 ° I I 2 ° ! I � 1 ! I , I ANDREW V. I I II ! (3h 0 16x 14 J (480 7 x16 �Qx12 6 I I I (1450) (2200) ! GIAMBERTONE 23 2 \ 1 1 - - - - -FRI 1 - - - - - - 1 - - - O & ASSOCIATES � I 00- ! I ! DUCTWORK ON KE 1 , ROOF. (310) (310) 460) (460) 11 � ARCHITECTS "Al RTU-2-1 13 4 � �_ ' KEF- KEF-3 I 5 X ° - _ _ _ _ _ _ 62 Elm Street RTU-C-1 I = I Huntington, NY 11743 ! - - - - - - - - - - - - - - 15 14 g 1 1 16 - - - - - - - Telephone: 631.367.0050 Fax: 631.367.6636 - 5 _ EF 18 ! GiambertoneArchitects.com I A cu I 2 2A 2 - - - - - - - - - - - � - - - - - - 1 ° rt 1 6 1 ! I CU 2-3A, S 6 T U V W ! , ACCU-1 � �EElyA FREEMAN ENGINEERING PLLC 2-4' C 3555 Veterans Memorial Hwy Suite Q 147 ' ' 8 Ronkonkoma,NY 11779 - W: 631-648-0577 ! I I GINEER��� ! freemaneng@optonline.net OKEY NOTES 1. NOT USED. project: 4 4 _ - _ _ _ _ _ - ZQ 2. 12x8 SUPPLY AND RETURN DUCTWORK DOWN THRU ROOF. I I I 3. 26x10 SUPPLY AND RETURN DUCTWORK DOWN THRU ROOF. The Enclaves I , 4. 16x10 SUPPLY AND RETURN DUCTWORK DOWN THRU ROOF. zl I I 5. 26x12 SUPPLY AND RETURN DUCTWORK DOWN THRU ROOF. I v ' 6. 16x12 SUPPLY AND RETURN DUCTWORK DOWN THRU ROOF. 56655 Route 25 �I ! 7. 10x6 OUTSIDE AIR DUCTWORK DOWN THRU ROOF. TERMINATE IN - GOOSENECK WITH WIRE MESH SCREEN. Southold, New York I 21 8. INSULATED REFRIGERANT PIPING FROM AC-1-3 IN LOWER LEVEL SERVING FOOD PREP AREA. 3 ! 9. NOT USED. job number: 10. NOT USED. 1 6-003/7100 ° ! ° 11. 24"0 KITCHEN EXHAUST DUCTWORK UP THRU ROOF. date: I 12. 14"0 KITCHEN EXHAUST DUCTWORK UP THRU ROOF. I - - - - - - - - - - - - - - - - - - - 24 13. ROOFTOP ENCLOSURE FOR DUCTWORK. COORDINATE LOCATION AND 08.21 .23 25% SD ISSUED FOR REVIEW SIZE WITH ARCHITECT AND GC. 09.06.23 80% SD ISSUED FOR REVIEW 14. DUCTWORK FOR EVENT SPACE BELOW LOCATED ON ROOF. TYPICAL 09.22.23 DD FOR REVIEW & COORDINATION ' FOR RTU-1-1A AND RTU-1-1 B. 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT _. _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 15. NOT USED. 11 .15.23 FOR REVIEW --- E EW & COORDINATION -- ° ° 16. 30"0 KITCHEN EXHAUST DUCTWORK UP THRU ROOF. 01 .10.24 ISSUED FOR PERMIT 17. NOT USED. 02.07.24 ISSUED FOR BID - 03.22.24 RE-ISSUED FOR BUILDING PERMIT D I I 18. INSULATED REFRIGERANT PIPING FROM AC UNITS SERVING MEETING 04,10.24 ISSUED FOR ADDENDUM 1 ! ROOM. 04.29.24 ISSUED FOR ADDENDUM N0.2 - - - - - - - - - - - - - - 27 19. INSULATED REFRIGERANT PIPING FROM AC UNITS IN STORAGE ROOM. 05,22.24 ISSUED FOR ADDENDUM N0.3 20. 30x24 OUTSIDE AIR DUCTWORK DOWN THRU ROOF. TERMINATE IN GOOSENECK WITH WIRE MESH SCREEN. ' 21. 30x12 OUTSIDE AIR DUCTWORK DOWN THRU ROOF. TERMINATE IN GOOSENECK WITH WIRE MESH SCREEN. 22. INSULATED REFRIGERANT PIPING FROM BLOWER UNITS LOCATED ON TOP OF WINE ROOMS. COORDINATE AND VERIFY SIZING WITH SAM TELL AND REFRIGERATION CONTRACTOR. ROO TERRACE I 23. 22x8 SUPPLY DUCTWORK DOWN THRU ROOF. I P,�� y - _ - - - - - - _ - _ - _ - _ 30 24. 20x12 SUPPLY DUCTWORK DOWN THRU ROOF. OF Nam, �� Fa � L - - - - - - - - - - - - 25. 18x8 RETURN DUCTWORK DOWN THRU ROOF. 26. 18x10 RETURN DUCTWORK DOWN THRU ROOF. ` 31 ° 27. CONCENTRIC FLUE UP THRU ROOF. SIZE AS PER MANUFACTURERS o.crro� RECOMMENDATIONS. TYPICAL OF 3. p�ossK�NP� SHEET NOTES Status: ! 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR Issued for Building Permit 1 �0 REQUIRED TO INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS AS copyright: © 2023 AVGA ! ! INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE. THE CUMENTS PREPARED BY FA O NS, AND OTHER DREW V.GI A IBERTON AND ASSOCIATES,ARCHITECTS,P.C. ' 2. COORDINATE DIFFUSER REGISTER AND GRILLE LOCATIONS WITH 4__� 4 4 4 - Q q Y q Q q ARFSI:FORTIIIOIZTII Cr,ARE INti'IR IT11 TS PE AVGA. THESE PROJDOCECT. UNLESS _._._._. _-_ -_._._._-__._ ._._._._._. ._ ._._._._._. . ._._._._._. _. _I I i i _-0 ARF.SI?R\9CI?S FOR T I IE USTi SOLELI'\VI'FI1 RESPECT"I'O THIS PROJECT.UNLESS 7 ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING AND OTHER CEILING °' ! - ---- OTHF.RVISF. PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE. DOCUMENTS AND SI IALL RETAIN ALL COMMONLA\V,STATUTORY AND 0'1'I II:R ITEMS AND MAKE MINOR DUCT MODIFICATIONS TO SUIT. o-- -- I - - - - - -- RESERVED RIG]OTHERS RS, THESE DOCUMENTS SHALL NOT I USED O '1'IIS o-._- - _ _ _ ___ __ _ I __ _ -0 O\xNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS I O 19 oi-- ' - - --+ -- - - �p PROJECT, OR FOR TIIE COMPLETION OF 'INIS PROJECT FOR OTHERS. 0- 3. -- --t- ----I- ---r ! 0 LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO o-- X __ __ _ _ _ _ _ _ _ 35 - -L_ - --�-- - _-- -_� _ I Pl,med: Wednesday,May 29,2024-11:24am By: ks ear UNIT ACCESS PANELS, CONTROLS AND VALVING. �._ _. �__._ .__ A CU-C-5 - 4 I b b Hc: J:\7100\I)ra tingliles\'1'IIF.FNCL.4VlsS-11O'17?I,\7100Al2.4.d g ACCU 1 21 4. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT TO �- A CU�1 -5 THE UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR INSULATION IF REQUIRED. o--- o title: -- 5. SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS AND --- - - Mechanical 21 OTHER REQUIREMENTS. _.-0 -- ! ! ' 6. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY DUCT TAKEOFF. -_-- ---� Roof WHERE BRANCH DUCT TAKEOFF IS ABOVE AN INACCESSIBLE CEILING, -.-0 __:_:_: - ---� Plan - - - - - - - - - - - - - - - - - 36 PROVIDE CABL-OPERATED VOLUME DAMPER. - o--- - __-_.__ scale: As Noted 7. PROVIDE 1" ACOUSTICAL LINING 1 OFT DOWNSTREAM OF ALL AIR HANDLERS. --0 ---- -a„ -- - ---- drawn: PF - _ _ _ _ _ _ _ _ _ _ _ _ - - - - - 3 7 8. INSULATE ALL DUCTWORK ON ROOF. - d 9. VERIFY REFRIGERATION LINE SIZES, RUNS, STUB LOCATIONS & Key Plan 10 ('1 Hotel - Roof Plan CONNECTION LOCATIONS WITH CONTRACTOR. SCALE:N.T.S. M2.4b SCALE: .1/g.,= V-0" • ULIcUL System No. W-L-7155 F Ratings-1 and 2 Hr(See Item 1) T Rating-0 Hr L Rating at Ambient-Less Than 1 CFMIsq ft NOTES: L Rating at 400 F- Less Than 1 CFMIsq ft 1 A 3B 1 UUcUL System No. F-C-1059 I I I I I I 3C 3B 1. All penetrations through rated walls, including but not limited to Boiler Rooms, 1L F Ratings = 1 and 2 Hr -------- ----- T Ratings - 0 and 112 Hr Mechanical Equipment Rooms and Rated Shafts, shall be fire stopped per details sheets 3 1 included in this drawing set. Refer to Architectural drawings for all wall ratings. Detail A sheets show only a few common applications however, they do not show all applications. Contractor must use only firestop products that have been UL 1479 or pp y � ANDREW V. ASTM E 814 tested for specific fire-rated construction conditions conforming to CD construction assembly type, penetrating item type, annular space requirements, and j I GIAMBERTONE fire-rating involved for each separate instance. 1 2. Details shown are typical details. If field conditions do not match requirements of --- ----- ----- --_ & ASSOCIATES 21 -A-_ typical details, approved alternate details shall be utilized. Field conditions and ; ; L ; ; ; ; 2 Adimensions need to be veri ied or compliance liance with the details includin but not limited A SECTION A-A 1B f f p g ARCHITECTS VC3�1 1. Wall Assembly -The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in B to the following: the manner described in the individual U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: SECTION A-A * Minimum and maximum Width of Joints A. Studs -Wall framing shall consist of min 3-1/2 in. (89 mm) wide steel channel studs spaced max 24 in. (610 mm) 62 Elm Street OC. Additional steel studs shall be used to completely frame the opening. 1. Floor-Ceiling Assembly - The 1 or 2 hr fire-rated solid or trussed limber joist floor-ceiling assembly shall be * Type and thickness of fire-rated construction. The minimum assembly rating of the B. Gypsum Board* -5/8 in. (16 mm) thick, 4 ft (1.22 m) wide with square or tapered edges. The gypsum board type, constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U400 or V400 Series Huntington NY 11743 Fire Resistance Directory. The F Rating of the firestop system is equal to the rating of the floor-ceiling and wall firestop assembly shall meet or exceed the highest rating of the adjacent g Directory. opening q ( z) assemblies. The general construction features of the floor-ceiling assembly are summarized below: Design in the UL Fire Resistance Directo Max area of o enin is 73.7 s ft 6.85 m with a max dimension of 104 in. A. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture as construction. (2.64 m). specified in the individual Floor-Ceiling Design. Max diam of opening shall be 7-5/8 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. Telephone: 631.367.0050 B. Wood Joists - Nom 10 in deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or ► 2. Steel Duct - Max 100 in. by 100 in. (2.5 by 2.5 m) galv steel duct to be installed either concentrically or eccentrically 3. If alternate details matching the field conditions are not available, manufacturers within the firestop system. The duct shall be constructed and reinforced in accordance with SMACNA construction standards. Structural Wood Members with bridging as required and with ends firestopped. Fax: 631.367.6636 C. Gypsum Board - Thickness, type, number of layers and fasteners shall be as specified in the individual engineering judgment drawings are acceptable. Drawings shall follow the International The space between the steel duct and periphery of opening shall be min 0 in. (point contact) to max 2 in. (51 mm). Steel Floor-Ceiling Design. Diam of opening shall be 1 in. larger than the outside diam of pipe (Item 2). duct to be rigidly supported on both sides of the wall assembly. D. Furring Channels - (Not Shown) (As required) Resilient galvanized steel furring installed in accordance with the Firesto Council r1FC Guidelines or Evaluatin Firesto S stems En ineerin 3 Firestop System - The firestop system shall consist of the following: manner specified in the individual L500 Series Designs in the Fire Resistance Directory. p 1 ) f g p y Engineering A. Packing Material - (Optional, Not Shown) - Polyethylene backer rod, mineral wool batt insulation or fiberglass batt GiambertoneArchltects.Com 1.1 Chase Wall - (Not Shown, Optional) - The through penetrants (Item 2) may be routed through a 1 or 2 hr firerated Judgments. insulation friction fitted into annular space. Packing material to be recessed from both surfaces of wall to accommodate . single, double or staggered wood stud/gypsum wallboard chase wall having a fire rating consistent with that of the g the required thickness of fill material. floor-ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the 4. References: A1. Packing Material - Required as specified in Table below. Min 3-3/4 in. (95 mm) or 5 in. (127 mm) thickness of min 4 individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following pcf (64 kg/m') mineral wool batt insulation firmly packed into opening as a permanent form for 1 and 2 hr rated construction features: * r assemblies, respectively. Packing material to be recessed from both surfaces of wall to accommodate the required thickness 2013 Underwriters Laboratories Fire Resistance Directory, Volume 2 of fill material. A. Studs - Nom 2 by 8 in. lumber or double nom 2 by 6 in. lumber studs. B. Sole Plate - Nom 2 by 8 in. lumber or parallel 2 by 6 in. lumber plates, tightly butted. * NFPA 101 Life Safety Code B. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush C. Top Plate - The double top plate shall consist of two nom 2 by 8 in. lumber plates or two sets of nom 2 by with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of fill material shall be applied at the point contact location 6 in. lumber plates tightly butted. Max diam of opening is 7-5/8 in. * All governing local and regional building codes E between the steel duct and the gypsum board.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant or CP606 Flexible Firestop FREEMAN ENGINEERING PLLC M D. Gypsum Board - Thickness, type, number or layers and fasteners shall be as specified in individual Wall and P Sealant Partition Designs. C. Steel Retaining Angles - Min No. 16 gauge galv steel angles sized to lap steel duct a min of 2 in. (51 mm) and to lap _ 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested 3555 Veterans Memorial Hwy 2. Through Penetrants - One metallic tubing, pipe or conduit to be installed concentrically or eccentrically within the wall surfaces a mine of 1 in. (25 mm). When max duct dimension does not exceed 48 in. (122 cm) and duct area does firestop system. Annular space between pipe or conduit and edge of opening to be min 1/4 in. and max 3/4 in. Pipe, not exceed 1300 In (8387 cm ), angles may be min No. 18 gauge galv steel. Angles attached to steel duct on both sides r Suite Q tubing or conduit to be rigidly supported on both sides of floor-ceiling assembly. The following types and sizes of assemblies that provide a fire rating equal to that of construction being penetrated. of wall with min No. 10 b 1 2 in. 13 mm Ion steel sheet metal screws located a max of 1 in. 25 mm from each I•. ) y / ( ) g ( ) Ronkonkoma,NY 11779 metallic pipes, tubing or conduit may be used: 6, All rated through-penetrations shall be prominently labeled with the following end of steel duct and spaced a max of 6 in. (152 mm) OC. Steel angles are optional for those sides of duct that do not . A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. exceed the dimension specified in Table below, dependent on packing material and annular space as specified. �`'- 1 - W: 631-648-0577 B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile pipe. information: D. This detail does not show fire smoke damper or fire damper, however they are to be included as required. INEVOT C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or smaller) steel Angle freemaneng@optonline.net conduit. * ATTENTION: Fire Rated Assembly Max Item ( g D. Steel Flexible Metal Conduit - Nom 2 in. diam (or smaller) steel flexible metal conduit. 3. Fill, Void or Cavity Material -Sealant - Min 5/8 in. or 1-1/4 in. thickness of sealant applied within annular space, * UL System # Duct 3C) flush with the bottom surface of sum wallboard or lower to late for 1 and 2 hr floors respectively. Min. 3 4 in. y Dimensi Duct Packing Require , thickness of sealant applied within annularspace, flush with top surface of floor. / * Product(s) used on Thickness Annular Space Material d prO�ect: O METAL CONDUIT THROUGH * 24 in. 2heavier 4 ga or 1!2 in. min to max Item 3A1 No FIRESTOP F M Hourly Rating (F-Rating) (610 (13 to 25 mm) * Installation Date *Bearing the UL Classification Mark mm) The Enclaves WOOD FLOOR/CEILING RATED DETAIL N.T.S. FIRESTOP OF INSULATED STEEL DUCT THROUGH GYPSUM RATED STEEL STUD WALL DETAIL N.T.S. 56655 Route 25 Southold, New York job number: 16-003/7100 date: ULIcUL System No. W-L-1164 08.21 .23 25% SD ISSUED FOR REVIEW F Ratings - 1 and 2 Hr (See Items 1 and 4) 09.06.23 80% SD ISSUED FOR REVIEW T Rating - 0 Hr 09.22.23 DD FOR REVIEW & COORDINATION 4 1 09.29.23 80% DD ISSUED FOR REVIEW F� A 9 3 10.12.23 50% CD ISSUED FOR PERMIT 1 UL/cULSystem No. C-AJ-1421 1 9 11 .15.23 FOR REVIEW & COORDINATION F Rating - 2 and 3 Hr (See Item 4B) 9 01 .10.24 ISSUED FOR PERMIT = 02.07.24 ISSUED FOR BID T Rating 0 Hr 03.22.24 RE-ISSUED FOR BUILDING PERMIT 8 STANDARD s 04.29.24 ISSUED FOR ADDENDUM NO.2 4B 2 4B 1 FRAME 6 05.22.24 ISSUED FOR ADDENDUM N0.3 �-- q 2 4 A s 4 ° a 1 DETAIL A 1 ° HANGING WIRE & LOOP va d 46n. r. SECTION A-A A 4A 12 2 11 10 1. Wall Assembly The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials 3 DUCT WITH DAMPER SUPPORT and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: �E�P �'Y A. Studs -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 SECTION A-A I F INSTALLATION REQUIRES DUCT S U P P E R T y�P ,_F by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel J), studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all 1. Floor or Wall Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or DUCT MUST BE STEEL sides using lengths of steel stud installed between the vertical studs aid screw attached to the steel studs at each end. The framed opening in the wall shall be: 4 to 6 in. wider and 4 to 6 in, higher than the diam of the 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of SCORE LINE 1/2 r penetrating item such that, when the penetrating item is installed in tFe opening, a 2 to 3 in. clearance is opening is 6 in. (152 mm). THR❑UGH MATERIAL present between the penetrating item and the framing on all four sides. 2. Metallic Sleeve - (Optional) Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or THICKNESS 4,0.arop B. Gypsum Board - The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation grouted into floor or wall assembly, flush with floor or wall surfaces. ,o shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam 3. Through-Penetrant - One metallic pipe or conduit to be installed either concentrically or eccentrically within the ITEM DESCRIPTION �0. SS10�P�/ij4�i�,L of opening in steel stud walls is 32in.. Max diam of openings in wood stud walls is 14-1/2 in. firestop system. The annular space between pipe, tube or conduit and periphery of opening shall be min 0 in. (0 mm) 1, DAMPER The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is (point contact) to max 5-3/8 in. (137 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall installed. assembly. The following types and sizes of metallic pipes or conduits may be used: 2. GRILLE FRAME (STEEL) status: 2. Steel Sleeve - Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve friction fit in nom 32 in. A. Steel Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. 3. DUCT (STEEL FOR INSTALLATION USING DUCT SUPPORT, METALLIC I diam circular opening cut through gyp-sum wallboard layers. Length of steel sleeve to be equal to thickness of wall. B. Iron Pipe - Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. �� 3. Through-Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the C. Copper Pipe - Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. DAMPER SUPPORT) Issued for Bidding Permit firestop system. The annular space between pipe, conduit or tubing and the steel sleeve shall be min of 0 in. (point D. Copper Tubing - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. 4. #8 SHEET METAL SCREW, 3/16° STELL RIVETS OR 1/4' TACKWELDS contact) to max 1-7/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The E. Conduit - Nom 4 in. 102 mm dia or smaller steel conduit. C 2023 AVGA following types and sizes of metallic pipes, conduits or- tubing may be used: ( ) m diam (or s. #10 SHEET METAL SCREW copyright: F. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT). I I � A. Steel Pipe - Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. 4. Firestop System - The firestop system shall consist of the following: 6. 16 MSG X 1 1/2' CHANNEL B. Iron Pipe - Nom 30 in. diam (or smaller) service weight (or heavier) cast iron soil pipe or Class 50 (or heavier) A. Packing Material - Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly 7, CEILING GRID (UL CLASSIFIED) THE RED B A DRAB V.G ,SPECIFICATIONS,RTO AND OS,AR DOCCM�NTS ductile iron pressure pipe. packed into opening as a permanent form. Packing material to be recessed from to surface of floor or from ACTORY CUT PREPARED BY ANOJEC BARE NtSTRUMENTS OF AVGA. THESE SE DO UM P.C. P g P g P 8. DUCT DROP (STEEL FOR INSTALLATION USING DUCT SUPPORT, METALLIC I I iAvc,v>roR��IISPRoJEc.T,ARE INSTRUMENTS or AvcA. THESE DocuNrrNIs C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing. both surfaces of wall as required to accommodate the required thickness of fill material. ARE SERVICES FORT HE USE SOLELY VOTH RESPECT TO THIS PROJECT.UNLESS D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. B. Fill, Void or CavityMaterial* - Sealant - Min 1 4 in. 6 mm thickness of fill material applied within the OR NON-METALLIC FOR INSTALLATION 2 USING DAMPER SUPPORT) DOCUMENTS PROVIDED, AETA SHALL. O DEEMED THE U TRY OF THESE / ( ) PP DOCUM[r?N'CS AND SHALL RETAIN AI,I,CONLMIONI.AW,STATUTORY ANDOTHi?R E. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. annulus, flush with top surface of floor or with both surfaces of wall. For 3 Hr rated assemblies, a min 1/4 9. 12 SWG STEEL WIRE RESHIVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE 4. Fill, Void or Cavity Material*-Sealant - Min 5/8 in. and 1-14 in. thickness of fill material applied within annulus, in. (6 mm) diam bead of fill material shall be applied at the concrete/pipe interface at the point contact OVNE-R, OR OTHERS, ON OTHI.R PROJECTS FOR ADDITIONS TO THIS flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respe,tively. Min 1/2 in. diam bead of caulk location on the top surface of floor and on both surfaces of wall. 10, ACOUSTICAL LAY-IN PANELS (UL CLASSIFIED) PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. applied to the penetrant/wallboard interface at the point contact location en both sides of wall. 11. DIFFUSER OR GRILLE CORE (METALLIC OR NON-METALLIC) Plotted: \C'ednesda},NTaNI29,2024-11:24im BY: kspear 12. RIGID GYPSUM WALL BARD CEILING He: J:��loo lira �nr�le�rlli:l:vc;�.:wls-llc�rr.L�7loonls.�.a FIRESTOP OF METAL CONDUIT/PIPING FIRESTOP OF METAL (;ONDUIT/PIPING THROUGH THROUGH CONCRETE title: Mechanical GYPSUM RATED WOOD OR STEEL WALL DETAIL FLOOR/WALL OR BLOCK WALL DETAIL 2 HOUR RATED RADIATION DAMPER DETAIL N.T.S. N.T.S. Details SCALE: NONE scale: As Noted drawn: PF REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND M501 FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS B A ROOF ROOF _ PARALLEL TO STRUCTURE A 15' OR LESS R BFLOW AIR AIR \\ F OL W 15' OR LESS — � M FLOW PARALLEL TO STRUCTURE / JOIST _ 6" JOIST ANGLE OR UNISTRUT TRANSFORMATION EXPANSION CONTRACTION A _ A \ 6 HANGER STRAP 6 1. LAYOUT ISOLATION PADS, ACCORDING TO DESIGN AND LAYOUT. SEE NOTE 1. 2. LAYOUT SUPPORTS PER SPACING SPECIFICATION ON PLAN. FASTENER 4. CLAMP 3. RUN I DOWN WITH PE ON CHANNELCLAMP. TURN 's r OPTIONAL ROUTING IN BOLT AND VANE ING a CONCEALED AREASY/ NUT 5. ADJUST CHANNEL UNTIL HEIGHT AND WEIGHT OF SYSTEM IS EVENLY DISTRIBUTED. MAX. 36"0) SHEET METAL VANES TURNING x do ANGLE OR UNISTRUT ?�3 D 1 MIN I'' NOTE W2. (TYP) THREE 2/3D 90'FIVE SECTION PHP SYSTEMS/DESIGN SS8-C DOLNOTZCLAMPED EPIPEEL HTIGHTL CLAMP. TURNING VANES D� ELBOW 45 THREE SECTION 60 MAX 90' ELBOW ELBOW SHEET METAL OR APPROVED EQUIVALENT ROUND SUPPLY SCREW 45' ELBOW SIMILAR NO THROAT RADIUS SHORT RADIUS FULL RADIUS AIR DUCT (MAX. 2410) ROOF 90 FASTENER TYPES PERPENDICULAR TO STRUCTURE 45 0 _ PERPENDICULAR TO STRUCTURE ROOF ANDREW V. dzz 1;.* BOTTOM OF of azz STRUCTURE GIAMBERTONE �.-.- 90*BRANCH TAKE-OFF LOADS MUST BE SUPPLY OR RETURN WYE TURNING VANES N�� 45BRANCH TAKE-OFF „ RECTANGULAR DUCT (RECTANGULAR DUCT) HUNG WITHIN 6 THREADED Xo FASTENER OF PANEL POINTS STRUCTURE ROD (TYP) & ASSOCIATES o TWIST STRAP 16 GA. GALV. STEEL LOADS MUST BE >< 000� " 3 � 3 TYPICAL ROUND DUCT FITTINGS BAND (2" WIDE) HUNG WITHIN 6" o oOF PANEL POINTS ARCHITECTS ANGLE OR UNISTRUT NO SCALE ROUND DUCT— NOTES: D 3/4 D 90' ELBOW TAKE—OFF NOTES: 1.USE THREADED ROD FOR ALL DUCTS LARGER THAN 60"0 WIDE. 1. FOR DUCTS LARGER THAN 36"0, USE TWO HANGER RODS, WIRES OR STRAPS RETURN AIR BRANCH USE ONLY IN AREAS FULL RADIUS ELBOW TO SUPPORT DUCT FROM EACH SIDE. 2.SHEET METAL SCREWS MAY BE OMITTED IF HANGER STRAP IS CONTINUOUS AND PIPING SUPPORT DETAIL 62 Elm Street FITTING WHERE SPACE IS LIMITED TAKE-OFF LOOPS UNDER ENTIRE DUCT. DUCTWORK DETAILS ROUND CAD DUCT SUPPORT DETAIL SCALE: NONE Huntington, NY 11743 NO SCALE RECTANGULAR DUCT SUPPORT DETAIL NO SCALE Telephone: 631.367.0050 Fax: 631.367.6636 LINING DUCT GiambertoneArchitects.com REMOVABLE FAN HOUSING WITH NOTE: NON-FUSED DISCONNECT SWITCH L= 1/4 W (4"MIN) AND MOTOR OUT OF AIR STREAM UNDERNEATH M NOTE: COORDINATE CONNECTION FREEMAN ENGINEERING,PLLC L q'� HANGER SIZES FOR TO BUILDING WITH ARCHITECT E M q SPUN ALUMINUM CAP SEPARATE SPEED �6 � RECTANGULAR DUCT AND STRUCTURAL ENGINEER. a ti CLIP WASHER 3555 Veterans Memorial Hwy �p ® DUC T SIZE HANGER SUPPORT ANGLE HASTRAPS —� �NTAL °`� ,��f.. .� Suite Q / ALL ENDS OF LINER HANGER Ronkonkoma,NY 11779 / -OPPOSED BLADE DAMPER FLASH AND COUNTERFLASH BIRD SCREEN PINS SPOT WELDED COATED WITH ADHESIVE Up to 1 " x 1/16" None �' y v W: 631-648-0577 / AS PER SPECIFICATIONS. WATER TIGHT _ _ _ — — �. ® 2 sq. ft. band iron VINEER�� / 459 / TO DUCTWORK �P1� '� Over 1 " x 1/8" freemaneng@optonline.net / SECURE FAN TO CURB WITH 2 sq. ft. band iron None SHEET METAL SCREWS @ 12" COATED SURFACE OF INSULATION EXPOSED 4 wide band iron TURN ROOFING AND DUCT Over 1 " x 1/8" OVER CURB O.C. ALL SIDES TO AIR STREAM None / project: W CURB (MIN. 12" H) ROOFING TYPICAL STUD-WELDED PINS 8vsr 1 $1 ft. band iron 8, See Note AIR FLOW SEE DETAIL AND SPEED CLIP WASHER NOT MORE THAN 3 q T�XO D (SEE DETAIL "A") FROM EDGE OF LINER Over sq. ft. band 1/8" See Note 1 The Enclaves SPEED CLIP WASHER PRESSED Self tapping cadmium plated BACKDRAFT DAMPER DOWN OVER PIN TO LINING LINING SPECIFIED)(THICKNESS CPRESSED S Note: The minimum for ductwork with farcing dimension of size ts to hex be head tight sheet against metal ductcrew straps ROOF CONSTRUCTION DOWN OVER GRIP PIN. longest side and maximum longitudinal spacing shall: BRANCH DUCT TAKE OFF DUCT 43 to 48 - 1 1/2"x1 1/2"x1/8" @ 60" 56655 Route 25 DUCT 49 to 60 - 1 1/2"x 1 1/2"x 1/8" @ 48' AND DAMPER DETAIL__ ADHESIVE OVER 61 to 96 - 1 1/2"x1 1/2"x3/16"@ 24" .,OMPLETE SURFACE WELD-PIN STUD WELDED 97 to 120 - 2" x 2" x1/4" @ 24" Southold New York SCALE: NONE EXHAUST FAN DETAIL TO DUCT (PINS FASTENED , OF DUCT TO DUCT WITH ADHESIVE DUCT STRAP HANGER DETAIL SCALE: NONE DETAIL "A' NOT APPROVED) NO SCALE job number: DUCT LINING INSTALLATION DETAIL 16-003 7100 SCALE: NONE date: SLAB I> a a -4 08.21 .23 25% SD ISSUED FOR REVIEW Q a D Q a I> d a D ' D D `�. n 4 . O 09.06.23 80% SD ISSUED FOR REVIEW o a a a d D AS d a BRANCH CONNECTION 09.22.23 DD FOR REVIEW & COORDINATION a D 5 $ a, 4 ' , UNLESS NOTED OTHERWISE CONDENSING UNIT ELECTRICAL SERVICE 09,29.23 80% DD ISSUED FOR REVIEW 1400c'� Q a --1a 1 BEAM BEAM CLAMP 4 RIPS CORPORATION MODEL UUNITOR �T PUMP (BY E.C.) 10.12.23 50% CD ISSUED FOR PERMIT 4ifD d ALVANIZED SHEET ER-4A(OR EQUAL) RAISED REFRIGERANT PIPING 11 .15.23 FOR REVIEW & COORDINATION 4 a TO EVAPORATOR METAL DUCT CANT SURFACE MOUNT STYLE USE RIGID GALVANIZED EQUIPMENT RAILS. (TYP. FOR 01 .10.24 ISSUED FOR PERMIT 6 SUPPLEMENTARY _ _ _ _ _ _ _ _ 90 DEGREE ELBOW 2) SECURE TO ROOF DECK. 02.0�.24 ISSUED FOR BID RIPS CORPORATION MODEL STRUCTURAL N28(OR EQUAL) PIPE 03.22.24 RE-ISSUED FOR BUILDING PERMIT MEMBER I PORTAL SYSTEM. SECURE I ROOF MEMBRANE CLAMP TO ROOF DECK. 04.29.24 ISSUED FOR ADDENDUM N0.2 7 NO ACCESSIBLE LUME ELOCATION.D (TYPICAL)METAL R2PPLACES 05.22.24 ISSUED FOR ADDENDUM NO.3 PROVIDE ACCESS DOOR OR FIBERGLASS 2� CABLE OPERATOR IF NOT INSULATION PERSPECIFICATIONS INSULATED FLEXIBLE DUCT L 3 (MIN. 2', MAX. 5', NO MORE OPPOSED BLADE THAN ONE 90' BEND) 3 4 SHEETMETAL DAMPER AT NOTE NOTES: SCREWS DIFFUSER 1. SECURE CONDENSING UNTI TO EQUIPMENT SUPPORT NAILER W/(4) 1/4" LAG BOLTS. SEAL ALL PENETRATIONS 1. H.I.T. OR CADDY BEAM CLIP FOR AS REQUIRED 1. H.I.T. OR CADDY BEAM CLIP FOR INSULATE DIFFUSER TRANSITION FITTING WATER TIGHT. BEAM THICKNESS. APPROPRIATE BEAM THICKNESS. BACK AND SEAL WITH 2. ALL REFRIGERANT PIPING ROOF PENETRATIONS SHALL APPROPRIATE 2. PHILLIPS JS1 B (BSA APPROVAL N0. 2. BAND IRON HANGER PER CODE OR SMACNA. I �, VAPOR BARRIER TAPE I SUPPLY AIR DIFFUSER BE MADE WEATHER-TIGHT. 39058 SM) OR EQUAL, OR FORCED 3. TURN UNDER WHEN DUCT IS OVER 47" WIDE.ENTRY FASTENERS. 4. TO BE REPLACED WITH MEAL LATH & FIREPROOF I ROOF—MOUNTED OUTDOOR UNIT SCALE 3. BAND IRON HANGER PER CODE OR SMACNA. PLASTER TO ACHIEVE ORIGINAL FIRE RATING. 3 I NONE W y 4. TURN UNDER WHEN DUCT IS OVER 47 WIDE. : y'�PmF INC R. �- 1C F 5. PHILLIPS J38C OR EQUAL ER . THREADED ROD COUPLING.7 TYPICAL DIFFUSER OR GRILLE CONNECTION * a� . THREADED ROD (SIZE AS REQUIRED 3/8" MIN). 8. SCISSOR CLAMP ON REINFORCED ROD. SCALE: NONE r >- METHOD OF HANGING DUCTWORK AR0 Ss'°N�s,I�9a� NO SCALE f I 12 x 6 ALUMINUM DUCT W M S status: WELDED COUNTERFLASHING STAINLESS STEEL SCREWS (EXPOSED TO WEATHER) r EVERY 12 INCHES. SOLDER COUNTER I c0ssued for Bdchn Permit ri ht: © 2023 AVGA 14 GAUGE SUPPORT ANGLE FLASHING TO DUCT. pY g ON ALL SIDES. > 1/2' POCKET SLIP HANGER ROD BOLTED THE COPYRIGHT DRAWNGS,SPECIFICATIONS, AND OTHER DOCUMENTS 1' FLANGE & HEM TO STRUCTURE ABOVE PREPARED BY ANDREW V.GIAMBERTONE AND ASSOC]STES,ARCHITECTS,,P.0 (FURNISHED AND (AVGA)FORTHIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS INSTALLED BY CONTRACTOR ANCHOR COUNTER ARE SERVICES FORT HE USE SOLELY WITH RESPECTTO THIS PROJECT.UNLESS 1 1/2„ GALV ROOFING NAIL @ 1 , O.C. FLASHING TO CURB I I 4>—0" ORETSHEERRV\CE D'IS RIGHTS [GiTS I SDTHEHADAL,T L TTAHVEGSAE SHDAAOLLCLLU MBEE NDTfIEOSE VSMLILEAID L L TSITLEA TAUUTTOHROYR ANODF OTTHHIiESER NOT BE USED By THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. ALTERNATE P❑SITI❑N VIBRATION ISOLATOR COUNTERFLASHING WHERE SPECIFIED COUNTER FLASHING I ROOF CURB i ❑F BOLT BOLT ❑N 4' CENTERS BY HVAC CONTRACTOR ( Phrttcd: )C'cdncsdav,NIav29,2024-11:24am By: ksrear I I File: I:\7100\Drauin;;Filcs\TI IF.I?N(;1.:1VI?S-I IO"1'IiI,\71001\45.2.dcg DUCT FLEXIBLE MATERIAL HANGER ROD ADJUSTABLE STEEL SEAL I I FLASHING BY G.0 1' X 1/8' BAND IR❑N AS SPECIFIED DUCT (SIZE AS PER SPECIFICATION) PIPE ROLL I I 18 GAAGE GALV-WELDED 18" MIN. — NEW FLASHING 24" MIN. tide: __ F.D. Mechanical SHEET METAL AS EXISTING ROOFING FLANGED C❑NN. WASHER 1 1/2' MIN, TO 3' MAX. SPECIFIED FOR PIPE SADDLE OR RIGID GALVANIZED DUCT i EXISTING ROOF INSULATION ❑N FAN ❑R AIR SHEET METAL AS INSTALLED. 6' DUCTW7RK INSULATION SECTION NORMHANDLING UNIT SPECIFIED F❑R TAUT. WITH MAT. A D _� eta s EXISTING CORRUGATED DUCTWORK PIPING scale: As Noted ROOF DECK SOLE PLATE drawn: PF RECTANGULAR FLEXIBLE CONNECTION DETAIL (INSULATED PIPING ONLY) NO SCALE SUSPENDED PIPING SUPPORT DUCT PENETRATION/CURB DETAIL NOT TO SCALE SCALE: NONE GOOSENECK THRU ROOF ° SCALE: NONE NOTE: COORDINATE CONNECTION SUPPLY DUCT TO BUILDING WITH ARCHITECT MOUNT FAN FROM STRUCTURE MAIN AND STRUCTURAL ENGINEER. ABOVE WITH THREADED RODS. PROVIDE NEOPRENE ISOLATOR d PADS. HAND . ad ° SCH 40 PIPE DAMPER a ° ACOUSTICAL LINING r COLLAR EXTEND 4' FROM FLEX DUCT FAN DISCHARGE WHERE REQUIRED PROVIDE BDD (MAX. LENGTH 5'-0") DRAW BAND ANDREW V. REFRIGERANT PIPES WITH SILICONE FLEX DUCT SEALER GIAMBE"-PL%T ONE ' . . . . SIZES SHALL — — — — MATCH NECK SIZES & ASSOCIATES OPPOSED BLADE 1" DAMPER GAS K ETE D ® ARCHITECTS ' (nP) WEATHER/FIREPROOF SEALANT TO SIDEWALL ACCESS FLEXIBLE CONNECTIO CEILING DISCHARGE CAP PANEL , W/ SCREEN 62 Elm Street IN-LINE INSTALLATION CEILING DUFFUSER Huntington, NY 11743 MASONRY WALL IN-LINE CEILING EXHAUST FAN DETAIL SCALE: NONE Telephone: 631.367.0050 NOTES: TYPICAL DIFFUSER CONNECTION Fax: 631.367.6636 PIPE SLEEVE DETAIL 1) ACOUSTICALLY LINE ALL RETURN DUCT. NO SCALE 2) LINE SUPPLY DUCT TO 25 FT FROM FAN IN ACCORDANCE WITH THE SPECIFICATIONS. NO SCALE GiambertoneArchitects.com E M y� FREEMAN ENGINEERING,PLLC ° 11 '' 3555 Veterans Memorial Hwy Suite Q k Ronkonkoma NY 11779 PROVIDE ALUMINUM N W: 631-648-0577 JACKET OVER 26 GA. GALVANIZED �s�NEES.' reemanen o INSULATION EXPOSED COVER, SLOPE TO g@ pton me.net EQUIPMENT SUPPORT LEG TO WEATHER DRAIN ANCHOR EQUIPMENT SUPPLY DUCT TO SYSTEM BASE PLATE TO CURB � WITH LAG SCREWS NEOPRENE WASHER I �\ CAULK ALL AROUND project: BASE PLATE OF \ 1" RIGID INSULATION FLEXIBLE CONNECTION PREFABRICATED EXTERNAL DUCT INSULATION EQUIPMENT SUPPORT LEG CAP FLASHING SEAL OPENING \ INSULATED CURB LINED PLENUM FABRICATED SUPPLY PLENUM WEATHERTIGHT �1 1 DUCT CLAMP SUCTION AND LIQUID FIELD INSTALLED EVAPORATOR COIL FLEXIBLE DUCT �10" WITH 1" THICK DUCT LINING. PROVIDE FLASHING NAILERPROVIDE TEDLAR I� — ® ® WITH TREATED WOOD REFRIGERANT CONN. (MAX. 5-0" LONG) //" LINING The Enclaves BETWEEN CURB AND I SEALED OVER DUCT LINING. COUNTER FLASHING USTION AIR AND ROOF IN A MANNER I i ROOFING EVAPORATOR COIL VENT PIPINGS SCHED 40 PVC TO MAINTAIN ROOF CONDENSATE DRAIN TO FLOOR DRAIN IN BASE FLASHING WARRANTY I I INSULATION I ® I I 1 ® GAS CONIC, REFER TO PLUMBING RETURN DUCT FROM I 10" 2" SPIN COLLAR INLET ROOFING ROOF INSULATION a a I I a SYSTEM I 56655 Route 25 (� TO PLUMBING CONTROLS (SEE PLAN FOR SIZE) ROOF DECK \_ ROOF OPENING I ( I PIPE FURNACE COND. DRAIN, 3/4" PVC FLEXIBLE CONNECTION Southold, New York ROOF STRUCTURE, SEE POWER, REFER TO ELECTRICAL RETURN AIR PLENUM ARCHITECTURAL PLANS NOTES: 3' 4" 1. FOR MULTIPLE PIPES, PROVIDE ONE ENCLOSURE, WHERE FEASIBLE. TO FD �— job number: ROOF EQUIPMENT SUPPORT RAIL DETA L TO FD SFFSF 16-003/7100 PIPE ROOF PENETRATION ENCLOSURE D ETA I L DIFFUSER ASSEMBLY 0 NO SCALE CONDENSATE NEUTRALIZER (SEE SCHEDULE FOR # SLOTS) LAY-IN CEILING CONSTRUCTION Vey 01 NO SCALE ate: FILTER MEDIA, MERV 6, LEAVE VIBRATION ISOLATION (TYP) SECTION VIEW THIS DETAIL CLEARANCE FOR REMOVAL APPROVED BY: DAN G. DRAIN PAN DATE: 7 8 03 08.21 .23 25% SD ISSUED FOR REVIEW GENERAL INSTALLATION.> o9.06.23 80� SD ISSUED FOR REVIEW THE FIRE WALL OPENING SHALL BE A MINIMUM OF 1/8" PER FOOT UPFLOW FURNACE W/DX 09.22.23 DD FOR REVIEW & COORDINATION 1 MINIMUM LARGER THAN THE OVERALL SIZE OF THE DAMPER AND SLEEVE AS- EVAPORATOR COIL DETAIL SUPPLY PLENUM AND DIFFUSER DETAIL 09.29.23 80% DD ISSUED FOR REVIEW TYPICAL OVERLAP SEMBLY. THE MAXIMUM OPENING SIZE SHALL NOT EXCEED 1/8" PER 10.12.23 50% CD ISSUED FOR PERMIT ON ALL SIDES ��� 1/4 MINIMUM FOOT PLUS 1", NOR SHALL THE OPENING BE LESS THAN 1/4" LARGER SCALE: NONE FOR LAY-IN CEILING 11 .15.23 FOR REVIEW & COORDINATION OF DAMPER WALL j THAN ANY DAMPER AND SLEEVE ASSEMBLY. NOT TO SCALE AS DESCRIBED IN NFPA 90A AND AS DEFINED BY THE APPROPRIATE 01 .10.24 ISSUED FOR PERMIT p 11 SMACNA DUCT CONSTRUCTION STANDARD, THE SLEEVE GAGE SHALL BE 02.07.24 ISSUED FOR BID ITEM DESCRIPTION EQUAL TO OR HEAVIER THAN THE GAGE OF THE DUCT WHEN ONE OR 03.22.24 RE-ISSUED FOR BUILDING PERMIT DUCT 1 . OPERATOR/ACTUATOR MORE OF THE FOLLOWING DUCT CONNECTIONS ARE USED: PLAIN S-SLIP, FUSIBLE LINK 2. NOT USED HEMMED S-SLIP, STANDING S-SLIP, REINFORCED STANDING S-SLIP, 1 INSIDE SLIP JOINT, AND DOUBLE S-SLIP. THE DAMPER IS FASTENED 04.29.24 ISSUED FOR ADDENDUM NO.2 3. AUXILIARY OPERATING JACK SHAFT TO THE SLEEVE WITH 1/2" WELDS SPACED 8" CENTER TO CENTER AND 05.22.24 ISSUED FOR ADDENDUM NO.3 4. DAMPER FRAME A MAXIMUM OF 2" FROM DAMPER CORNERS. IF OTHER DUCT SLEEVE 5. NOT USED CONNECTIONS ARE USED, THE SLEEVE SHALL BE A MINIMUM OF 16 GAGE 3 6. SLEEVE FOR DAMPERS UP TO 36" WIDE BY 24" HIGH AND 14 GAGE FOR 7. NEGATOR SPRING DAMPER WIDTHS EXCEEDING 36" OR HEIGHTS EXCEEDING 24". 8. MOUNTING ANGLES 9. S-JOINT, SLEEVE TO DUCT MOUNTING ANGLES SHALL BE 1-1/2" X 1-1/2" X 14 GAGE MINIMUM 10. CAULKING MATERIAL AND FASTENED WITH NO. 10 BOLTS OR SCREWS, 3/16" DIAMETER 11 . END SWITCH STEEL RIVETS OR 1/2" LONG TACK WELDS. SPACE FASTENERS 8 ON CENTER FOR 1-1/2 HOUR RATED DAMPERS. WHEN JOINING MULTIPLE DAMPER ASSEMBLIES OR FASTENING THE DAMPER TO THE SLEEVE, DAMPERS SHALL BE FASTENED WITH 1/4"1 20 BOLTS, NO. 10 SCREWS, OR 1/2" LONG WELDS STAGGERED IN- gyp , n TERMITTENTLY ON BOTH SIDES. SPACE FASTENERS 6" ON CENTER 6 9 AND A MAXIMUM 2" FROM THE ENDS OF THE JOINING SECTIONS OR 10 FROM EACH CORNER. WHEN JOINING MULTIPLE DAMPER ASSEMBLIES, A CONTINUOUS 1/8" BEAD OF DOW-CORNING 100% SILICON RUBBER, DOW-CORNING SILASTIC 732, OR GE RTV 106 SEALANT SHALL BE AP- PLIED ON THE MULLION JOINT. PRESS THE SURFACE OF THE SEAL- �o� 40 �$y� ANT IN PLACE TO DISPEL ANY AIR. 8 ANOTHER BEAD OF THE SAME SEALANT SHALL BE APPLIED BETWEEN THE DAMPER AND SLEEVE IN THE SAME MANNER. ONLY ONE SIDE OF OPERATION: LA. SIX INCHES (150 mm) ON ONE SIDE AND THE DAMPER REQUIRES CAULKING. NOTE THAT SEALANT IS NOT RE- Status: A. FIRE DAMPER MODE: SIXTEEN INCHES (405 mm) ON THE OPPOSITE QUIRED WHEN DAMPERS ARE SUPPLIED FOR FIRE DAMPER APPLICA- HIGH TEMPERATURE ENGAGES THE ELECTRIC SIDE WITH ACTUATOR. TIONS ONLY AND ARE NOT REQUIRED TO BE LEAKAGE RATED. Issued for Bddina Permit RESETTABLE LINK, CLOSING FIRE DAMPER. B. SIXTEEN INCHES (405 rrm) ON EACH SIDE FOR DAMPER SLEEVE SHALL NOT EXTEND MORE THAN 6" BEYOND THE FIRE copyright: © 2023 AVGA B. SMOKE DAMPER MODE: DAMPERS INTENDED FOR USE WITH AN SMOKE DETECTOR UPON SENSING HEAT/SMOKE ACTUATOR ON ONE SIDE AND A FACTORY WALL OR PARTITION AND NOT MORE THAN 9" ON THE OPERATOR/ACT- THE COPYRIGHT DRAV7NGS,SPECIFICATIONS, AND OTHER DOCUMENTS ACTUATES DAMPER MOTOR TO CLOSE DAMPER. INSTALLED ACCESS DOOR ON THE OTHER SIDE. UATOR SIDE. PREPARFD BY ANOJECV v.RE INSTRUMENTS OF AVGA.ASSOCIATES,ARCHITECTS, TS (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCU'�SPV'I'S ARE SERVICES FOR T HE USE SOLELY WITI I RF,SPE(-F TO 11 IIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SIIALI,BE.DEENIED THE AUTHOR OF THESE,, THESE INSTRUCTIONS COMPLY WITH UNDERWRITERS LABORATORIES DOCUMENTS AND SHALL RETAIN ALLCOMMONI,ANX%STATUTORY ANDOTIIER APPLICATION RESERVED RIGHTS THAT THESE DOCUMENTS SHAI1, NOT BE USED BY THE SAFETY STANDARDS 555 AND 555S 0ANER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS . COMBINATION FIRE AND LEAKAGE RATED DAMPERS ARE DESIGNED TO PROJECT, OR FOR THE COMPLETION OE THIS PROJECT FOR OTHERS. OPERATE WITH BLADES RUNNING HORIZONTALLY AND MUST BE IN- NOTES: STALLED WITHIN THE FIRE WALL DUCT OPENING. 1. HVAC CONTRACTOR SHALL WIRE 24V rlotted: Wedncsaai,Ma129,2024-11:24am sy: ksPcar TO INSURE OPTIMUM OPERATION AND PERFORMANCE, THE DAMPER BACK TO AC UNIT STARTER CIRCUIT File: J:\7100\1)raxNinn I ilcs\ l'III?EN(:1,AVES-11CY1'1{l,\710011y.3.(Iwg MUST BE INSTALLED SO THAT IT IS SQUARE AND FREE FROM RACKING. FOR DAMPER OPENING/CLOSING. DO NOT COMPRESS OR STRETCH THE DAMPER FRAME INTO THE DUCT 2. RATING AND INSTALLATION OF DAMPER OR OPENING. PER REQUIREMENTS OF NFPA 90A AND MFG INSTRUCTIONS. tltle• 3. DISCONTINUE ACCOUSTIC Mechanical LINING AT FIRE DAMPER (WHERE APPLICABLE) Details ' 4. HVAC CONTRACTOR SHALL FURNISH AND INSTALL 24V DUCT MOUNTED Scale: As Noted SMOKE DETECTOR TO CONTROL FSD 5. PROVIDE FIRE SMOKE DAMPER drawn: PF WITH ELECTRIC RESETTABLE LINK. FIRE/SMOKE DAMPER INSTALLATION DETAIL SCALE: NONE —M_5 0 3 PACKAGED ROOFTOP HVAC UNIT WITH GAS HEAT SCHEDULE BASIS OF DESIGN: CARRIER AIR TERMINAL SCHEDULE BASIS OF DESIGN: COCO-CD,RR TITUS-SR,RG,EG NOMINAL SUPPLY FAN OUTDOOR AIR EVAPORATOR CONDENSER FAN COMPRESSORS GAS HEAT SECTION UNIT UNIT ELECTRICAL APPROX. " . ., ID MANUFACTURER MODEL NO. SERVICE CAPACITY E.S.P NAMEPLATE ENTERING LEAVING SENSIBLE TOTAL NO. OF FLA NO. COMP. 1 COMP. 1 NO. COMP. COMP. INPUT OUTPUT FILTER WEIGHT REMARKS SYMBOL DESCRIPTION MODEL NECK FACE CFM REMARKS TONS CFM RPM IN. W.G. BHP DRIVE HP FLA CFM DB/WB 'F DB/WB 'F CAPACITY CAPACITY FANS (EACH)COMP. 1 RLA LRA COMP. 2 RLA LRA MBH MBH KW SEER V/PH/Hz MCA MOCP (LBS) RTU-C-1 CARRIER 62XA05-BMTCAH2-BN LOWER LEVEL-SALON 5 1,131 2012 1.50 0.90 DIRECT - 24.7 1131 92.0 74.0 63.7 59.1 44.10 68.30 1 2.2 1 17.9 110 - - - 100 EO - - - 208 3 60 29.2 45 1780 10QQ3 ®Q©Q® CD SUPPLY DIFFUSER CA800 6"0 2424 UP TO 125 LAY IN MOUNT RTU-C-2 CARRIER 48LCRA07A3M5-4R2FO LOWER LEVEL-GYM 6 1,800 951 1.50 1.35 DIRECT - - 677 81.4 68.0 55.0 55.0 51.28 73.40 2 1.8 1 8.3 58 1 13.2 88 125 103 - - 13.0 EER 208/3/60 42 50 1304 Q Q©®Q©Q® 8110 2424 126 to 275 LAY IN MOUNT RTU-C-3 CARRIER 48JCRW04A3M5-3W2TO LOWER LEVEL-A/V 3 1,200 2158 1.25 0.73 DIRECT - 7.3 780 86.1/70.7 62.8/61.1 30.15 39.82 1 1.5 1 10.2 38 - - - 110 E8 - - 20 208/3/60 27 30 870 1 3 4 6 7 10"o 2424 276 TO 375 LAY IN MOUNT RTU-C-6 CARRIER 48LCTA07A3M5-4R2FO BOWLING/BAR 6 2,100 974 1.50 1.59 DIRECT - 8.6 1113 84.0/69. 58.5/58.4 57.78 77.49 2 1.8 1 8.3 58 1 13.2 88 180 148 - - 13.0 EER 208/3/60 42 50 1318 Q 00®Q©Q® 12"0 2424 376 TO 475 LAY IN MOUNT RTU-C-7 CARRIER 48JCSW04A3M5-3W2TO KITCHEN 3 960 2169 1.50 0.74 DIRECT - 7.3 298 80.3/67. 57.0/55.5 24.12 35.62 1 1.5 1 10.2 38 - - - 67 54 - - 20 208/3/60 27 30 813 1 3 4 6 15x15 2424 476 TO 650 LAY IN MOUNT RTU-1-1A CARRIER 48LCSA08A3M5-4R2FO EVENT ROOM 7.5 2,5EO 854 1.50 2.63 DIRECT - 10.8 553 78.7/66.4 55.9/54.7 62.66 91.18 3 1.8 1 13.2 88 1 13.7 83 150 120 - - 12.8 EER 208/3/601 52 60 2123 1 3 4 5 6 8 RTU-1-1 B CARRIER 48LCSA09A3M5-4R2FO EVENT ROOM 8.5 2,5EO 854 1.50 2.63 DIRECT - 10.8 553 78.7/66.4 54.1/53.4 67.82 100.60 3 1.8 1 13.2 88 1 15.9 88 150 120 - - 13.5 EER 208/3/60 55 60 2123 1Q(2)(3)®(5 ©Q® RR RETURN REGISTER CA800 61YO 2424 UP TO 125 LAY IN MOUNT RTU-1-2 CARRIER 48LCRA07A3M5-4R2FO FIRST FLOOR 6 2,940 1090 1.50 2.67 DIRECT - 8.6 483 77.8/65.8 58.6/57.5 60.94 76.46 2 1.8 1 8.3 58 , 1 13.2 88 125 103 - - 13.0 EER 208/3/60 42 50 1447 QO®Q©Q® RTU-2-1 CARRIER 48JCSW04A2M5-3W2TO SECOND FLOOR 3 960 2026 1.25 0.61 DIRECT - 5.1 244 79.3 66.8 56.4 54.9 23.72 35.18 1 1.5 1 10.2 38 - - - 67 E4 - - 20 208/3/60 25 30 810 1 3 4 6 7 8 2424 126 to 275 LAY IN MOUNT 10"o 2424 276 TO 375 LAY IN MOUNT Q NON FUSED DISCONNECT AND THRU BASE CONNECTIONS Q POWERED CONVENIENCE OUTLET Q 14" ROOF CURB ® PROGRAMMABLE THERMOSTAT (5) WITH 100% ECONOMIZER © WITH PROGRAMMABLE THERMOSTAT Q WITH PART LOAD ADAPTIVE DEHUMIDIFICATION 12"0 2424 376 TO 475 LAY IN MOUNT ®ECONOMIZERS SHALL BE IN COMPLIANCE WITH THE NY STATE 2020 ENERGY CODE C403.2.4.i ECONOMIZER FAULT DETECTION AND DIAGNOSTICS (FDD) 15x15 2424 476 TO 650 LAY IN MOUNT ROOFTOP OUTSIDE AIR UNIT W/ GAS HEAT SCHEDULE BASIS OF DESIGN CARRIER U.O.N. AND RE W Vo SR SUPPLY GRILLE 300FL 6x6 7-3/4x7-3/4 UP TO 95 3/4" SPACING, 35' DEFL, SURFACE MOUNT, OBD _SUPPLY FAN OUTDOOR AIR GAS HEAT EVAPORATOR COMPRESSOR CONDENSER APPROX. ELECTRICAL APPROX. 8x8 9-3/49-3/4 96 TO 185 3/4" SPACING, 35' DEFL, SURFACE MOUNT, OBD ID MODEL NO. SERVICE CFM RPM E.S.P. NAMEPLATE EAT LAT INPUT OUTPUT EAT LAT CAPACITY RLA FAN FLA DIMENSION FILTER WEIGHT REMARKS GIAMBERTIONE IN. W.G. BHP HP FLA PERCENTAGE 'F 'F MBH MBH 'F 'F MBH QTY. EA. QTY. EA EER WxDxH V/PH/Hz MCA MFS (LBS) 10x10 1-3/4x11-3/4 186 TO 295 3/4" SPACING, 35' DEFL, SURFACE MOUNT, OBD 12x12 3-3/4x13-3/4 296 TO 440 3/4" SPACING, 35' DEFL, SURFACE MOUNT, OBD DOAS-1 62XK06PBMCCAHGBGLZ CORRIDORS 2,000 2159 1.5 1.35 2.0 - 100% 47.7 84. 100 96 92 52.3 87.8 1 20.4 1 3 - 64x168x66 4" MERV 13 208/3/60 41.8 60 2710 1 2 3 4 5 6 7 8 RG RETURN GRILLE 350RL 6x6 7-3/47-3/4 UP TO 95 3/4" SPACING, 35' DEFL, SURFACE MOUNT & ASSOCIATES 0 BOTTOM DISCHARGE Q SPACE TEMPERATURE PROGRAMMABLE THERMOSTAT CONTROL FACTORY MOUNTED SUPPLY FAN VFD FOR BALANCING ® OUTSIDE AIR HOOD 05 OUTSIDE AIR MOTORIZED DAMPER © 30" HIGH ROOF CURB W/HORIZONTAL DISCHARGE 8x8 9-3/49-3/4 96 TO 185 3/4" SPACING, 35' DEFL, SURFACE MOUNT O O CONFIGURATION / / / * ARCHITECTS 7 6 ROW DUAL CIRCUIT DX COIL 8 MODULATING HGRH 10x10 1-3 4x11-3 4 186 TO 295 3 4" SPACING, 35' DEFL, SURFACE MOUNT 1202 3-3/403-3/4 296 TO 440 3/4" SPACING, 35' DEFL, SURFACE MOUNT CONDENSING UNIT SCHEDULE BASIS OF DESIGN: CARRIER EG EXHAUST GRILLE 350RL 6x6 7-3/4x7-3/4 UP TO 95 3/4" SPACING, 35' DEFL, SURFACE MOUNT NOMINAL COND FAN APPROX. ELECTRICAL APPROX. 62 Elm Street UNIT ID MODEL NO. SERVICE CAPACITY NO. OF FLA DIMENSION V/PH/Hz MCA MFS SEER WEIGHT REMARKS 8x8 9-3/4x9-3/4 96 TO 185 3/4" SPACING, 35' DEFL, SURFACE MOUNT BTU FANS EACH WxCxH (LBS) 1000 11-3/401-3/4 186 TO 295 3/4" SPACING, 35' DEFL, SURFACE MOUNT Huntington, NY 11743 ACCU-C-4 25TPA736AO03 LOADING DOCK 36,000 1 - 35X35X39 - 208/1/60 19 40 17 273 1 12x12 3-3/403-3/4 296 TO 440 3/4" SPACING, 35' DEFL, SURFACE MOUNT ACCU-2-2A 25TPA724AO03 MEETING ROOM 24,000 1 - 35X35X36 - 208/1/60 16.5 25 17 255 2 Telephone: 631.367.0050 ACCU-2-3A 25TPA748AO03 MEETING ROOM 48,000 1 - 35X35X46 - 208/1/60 28.8 50 17 324 2 Fax: 631.367.6636 ACCU-2-4A 25TPA736AO03 MEETING ROOM 36,000 1 - 31 X35X39 - 208/1/60 19 40 17 273 2 7CCU-C-5 24AHA448AO05 LOWER LEVEL 48,000 1 1.2 17X45X37 - 208/3/60 18.3 30 14 273 2 ACCU-1-3 25TPA736AO03 FOOD PREP 36,000 1 0.6 35X35X39 - 208 1 60 25.2 40 16 244 2 ROOF-MOUNTED EXHAUST FAN SCHEDULE BASIS OF DESIGN: GREENHECK OR APPROVED EQUAL GiambertoneArchitects.com ACCU-1-4 38AUD-14 DINING AREA 150,000 2 1.5 46X6OX51 - .208/3/60 45 60 13.6 IEER 454 2 ACCU-1-5 24AHA46OA005 FIRST FLOOR 36,000 1 1.45 17X45X37 - 208/3/60 21.4 35 14 245 2 FAN REQUIRED ELECTRICAL APPROX. ACCU-MUA-1 39AUD-25 KITCHEN 240,000 4 1.5 86X67X50 - 208/3/60 79.6 100 13.5 IEER 978 2 ID MODEL N0. SERVICE CFM RPM E.S.P. BHP DRIVE NAMEPLATE SONES OPENING V/PH/Hz WATTS MFS WEIGHT REMARKS ACCU-MUA-2 24AHA448AO05 FOOD PREP 48,000 1 1.2 17X45X37 - 208/3/60 18.3 30 14 273 2 IN W G HP W x H (LBS) ACCU-DOAS-2 38AUD-16 KITCHEN 150,000 2 1.5 46X6OX51 - .208/3/60. 45 60 3.6 IEER1 454 2 TEF-1 THRU TEF-16 G-097-VG HOTEL ROOMS 101 THRU 240 84-100 1120 0.5 0.03 DIRECT 1/4 4.5 15.5xl5.5 115/1/60 - - 1 46 1 2 3 4 5 ACCU-DOAS-3 24AHA46OA005 FOOD PREP 36, - TEF-17 G-097-VG W-WC 207 & M-WC 208 150 632 0.5 0.05 DIRECT 1/4 5.7 5.5xl5.5 115/1/60 - - 46 1 2 3 4 5 FREEMAN ENGINEERING PLLC 000 1 1.45 17X45X37 208 3 60 21.4 35 14 245 2 ��E E M R� TEF-18 G-097-VG MEN/WOMENS POOL BATH 130 & 139 300 1175 0.5 0.04 DIRECT 1/4 5.1 5.5x15.5 115/1/60 - - 46 1 2 3 4 5 O1 MOUNT ON CONCRETE PAD Q MOUNT ON ROOF RAILS TEF-19 G-098-VG STAFF LOCKERS,E PANEL RM,M-WC 135,W-WC 136 450 1134 0.5 0.05 DIRECT 1/4 5.5 15.505.5 115/1/60 - - 46 1 2 3 4 5 3555 Veterans Memorial Hwy Suite TEF-20 G-099-VG WOMENS C27 & MENS C28 500 1369 0.75 0.12 DIRECT 1/4 8.3 5.5x15.5 115/1/60 - - 46 1 2 3 4 5 t � '9 ? Ronkonkoma, NY 11779 SPLIT SYSTEM UNIT SCHEDULE BASIS OF DESIGN: CARRIER W: 631-648-0577 COOLING CAPACITY EF-MASSAGE G-097-VG MASSAGE/FACIAL ROOMS 225 1645 0.75 0.11 DIRECT 1/4 9.0 5.505.5 115/1/60 - - 46 1 2 3 4 5 F4's,NE�a�t'� MARK MANUFACTURER SERVICE MODEL CFM FLA V/PH WEIGHT REFR. NOTES TOTAL MIN EFF ACCESSORIES EF-MANI PEDI G-097-VG MANI-PEDI ROOM 225 1644 0.75 0.11 DIRECT 1/4 9.0 5.505.5 115/1/60 - - 46 1 2 3 4 5 freemaneng@optonline.net (A) (LB) TYPE MBH SEER EF-SALON G-097-VG SALON 225 1644 0.75 0.11 DIRECT 1/4 9.0 5.5x15.5 115/1/60 - - 46 1 2 3 4 5 AC-C-4 CARRIER LOADING DOCK F4VCNF002L00 1150 4.3 208/1/60 135 R410A 1,2 34.6 17 109 30® EF-ICE G-097-VG ICE 100 1347 0.5 10.03 IDIRECT, 1/4 4.5 5.5x15.5 115/1/60 - - 46 1 2 3 4 5 AC-2-2 CARRIER MEETING ROOM FV4CNF002L00 790 4.3 208/1/60 135 R410A 1,2 22.8 17 09 3004 EF-POOL G-140-VG POOL EQUIPMENT ROOMS 2425 1 1574 1 0.75 1 0.81 IDIRECTI 1 15.6 8.5x18.5 115 1 60 - - 57 1 2 3 4 5 project: AC-2-3 CARRIER MEETING ROOM FV4�„NF005L00 1430 4.3 208/1/60 172 R410A 1,2 46.9 17 OOOO t�1 ROOF MOUNTED EXHAUST FAN Q FURNISH & INSTALL EXHAUST FAN W/ PROGRAMMABLE TIME CLOCK, FIELD MOUNTED DISCONNECT SWITCH VIBRATION ISOLATORS, MOTOR COVER 1 2 3 4 OOOO O3 FURNISH & INSTALL W/ MOTORIZED DAMPER ® FURNISH & INSTALL FAN W/VARI-GREEN EC MOTOR O5 FANS SHALL BE MANUFACTURED BY GREENHECK OR APPROVED EQUAL The Enclaves AC-2-4 CARRIER MEETING ROOM FV4CNF003L00 1190 4.3 208/1/60 150 __rR41 1,2 34.6 17 1 2 3 4 1. REFRIGERANT PIPING SHALL BE SIZED AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. ACCESSORIES:1. ELECTRIC HEATER WITH RELAYS. 3. LOW AMBIENT CONTROL WITH WIND BAFFLE. EXHAUST FAN SCHEDULE GREENHECK AS STANDARD 2. CONDENSATE PIPING SHALL BE RUN TO JANITORS CLOSET. 2. WIRED REMOTE TEMPERATURE CONTROLLER. 4. PROVIDE WITH CONDENSATE PUMP. FAN REQUIRED ELECTRICAL APPROX. DEHUMIDIFIER SCHEDULE BASIS OF DESIGN: DECTRON ID MODEL NO. SERVICE E.S.P. NAMEPLATE OPENING WEIGHT REMARKS CFM RPM IN. W,G BHP DRIVE HP RLA W X W V/PH/Hz WATTS FLA (LBS) 56655 Route 25 NOMINAL SENSIBLEFAN COMPRESSORS ELECTRICAL APPROX. APPROX. ID MODEL N0. SERVICE CAPACITY CAPACITY NAMEPLATE N0. COMP. COMP. UNIT UNIT DIMENSION WEIGHT REMARKS MBH MBH CFM RPM DRIVE NAMEPLATE FLA COMP. OM LRA FLA (A) EER V/PH/Hz MCA MOP DIMENSION LxWxH (LBS) TEF-21 THRU TEF-24 SP-B-50 COTTAGES 50 580 .137 - DIRECT - - - 115/1/60 38 - - O OO©OO Southold, New York AC-C-POOL IDS-050-RT-I-A3ET5302NOC2AD3H FOOL AREA1 133.0 74.,3 3000 1 7.5 24.2 1 40.4 217.0 69.3 - 208/3/60 80 110 180"x70"65" 3700 1 2 O1 MOUNT ON BASE RAILS Q PROVIDE SUPERVISAIRE CONTROLLER & DECTRON WEBSENTRY INTERFACE. EF-SPA SP-A700-VG POOL 407 1389 .75 - DIRECT - - - 115/1/60 124 - - O OO OO ®©® job number: DEHUMIDIFIER CONDENSING UNIT SCHEDULE BASIS OF DESIGN: DECTRON 13) NEMA 1/NEMA 3R (AS APPLICABLE) DISCONNECT SWITCH O2 RUN BY TIMECLOCK O BACKDRAFT DAMPER ® INLINE FAN, MOUNT WITH VIBRATION ISOLATION 0 RUN BY LIGHT SWITCH 16-003/7100 NOMINAL COND FAN APPROX. UNIT ELE TRICA UNIT APPROX. © CEILING MOUNT Q WITH SPEED CONTROL ® FURNISH & INSTALL FAN W/VARI-GREEN EC MOTOR O WITH CEILING GRILLE ® CEILING HUNG . ID MODEL NO. SERVICE CAPACITY NO. 0 FLA DIMENSION KW V/PH/Hz MCA MOP SEER WEIGHT REMARKS date: BTU FANS EACH LXV/XH (LBS) LOUVER SCHEDULE ACCU-C-POOL NC-Z-2V POOL AREA - 2 1.4 72X38X33 - 208/3/60 , 7 15 - 300 MINIMUM NET SIZE 08,21 ,23 25% SD ISSUED FOR REVIEW Multi V Indoor Unit Equipment Schedule ID SERVICE AIR FLOW FREE AREA WXH D D CONN. SIZE BUILT-IN MANUFACTURER MODEL REMARKS 09.06.23 80% SD ISSUED FOR REVIEW (CFM) (SQ FT) OUTSIDE INSIDE DAMPER Location Tag Model Name Type Nominal Capacity(BTU/h) Air flow rate(CFM) Power Supply L-1 MEETING ROOM OUTSIDE AIR LOUVER 3400 7.5 60Wx36H - - - - GREENHECK EHV-550 1 3 09.22.23 DD FOR REVIEW & COORDINATION Total CoolingSensible CoolingHeatingLiquid Gas Volts Phase Hz RLA A 09.29.23 80% DD ISSUED FOR REVIEW ACCU-1-1 AC-120 ARNU073M2A4 DUCT HIGH STATIC 7500 6000 8500 468/381/294 1/4 1/2 208-230V 1Ph 60Hz 2.3 L-2 LOADING DOCK OUTSIDE AIR LOUVER 750 1.5 36Wx12H - - - - GREENHECK EHV-550 1 3 10.12.23 50� CD ISSUED FOR PERMIT ACCU-1-1 AC-1 19 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 10 PROVIDE MOTORIZED DAMPER Q PROVIDE W/ BACKDRAFT DAMPER 03 PROVIDE 12" DEEP INSULATED PLENUM SIZED TO MATCH LOUVER DIMENSIONS WITH 2" THICK, 3 LB/CUBIC FT 11 .12.23 FOR REVIEW & COORDINATION ACCU-1-1 AC-1 17 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208--230V 1Ph 60Hz 2.3 DENSITY RIGID GLASS FIBER WITH FLAME RESISTANT REINFORCED WHITE-FACED VAPOR BARRIER. ACCU-1-1 AC-1 14ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 WHITE-FACED VAPOR BARRIER. 01 .10.24 ISSUED FOR PERMIT ACCU-1-1 AC-113 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 02.07.24 ISSUED FOR BID ACCU-1-1 AC-1 10 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3ACCU-1-1 AC-109 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 03.22.24 1 RE-ISSUED FOR BUILDING PERMIT ACCU-1-1 AC-106 ARNU183M2A4 DUCT HIGH STATIIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-1-1 AC-105 ARNU183M2A4 DUCT HIGH STATIIC 19100 14900 21500 673/5121425 1/4 1/2 208--230V 1Ph 60Hz 2.3 Multi V Outdoor Unit Equipment Schedule -Air 04.29.24 ISSUED FOR ADDENDUM N0.2 ACCU-1-1 AC-102 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-1-1 AC-101 ARNU073M2A4 DUCT HIGH STATIIC 7500 6000 8500 468/381/294 1/4 1/2 208-�230V 1Ph 60Hz 2.3 05.22.24 ISSUED FOR ADDENDUM NO.3 Location Model Name Tyre Total Capacity(BTU/h) Outdoor Temperature(°F) Refrigerant Piping Connections(inch) Power Supply Power ACCU-1-2 AC-118 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 Total Cooling Total Heating Cooling DBT Cooling WBT Heating DBT Liquid LP Gas HP Gas Volts Phase Hz MCA(A) MOP(A) Level ACCU-1-2 AC-116 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-1-1 ARUM241BTE5 HR MULTI V 5 233100 243000 95.0 75.0 0-0 R410A 5/8 1-3/8 1-1/8 208-230V 3Ph 60Hz 63 80 88 ACCU-1-2 AC-115 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-1-2 ARUM216BTE5 HR MULTI V 5 216000 243000 95.0 75.0 0.0 R410A 5/8 1-1/8 1-1/8 208-230V 3Ph 60Hz 60 80 88 ACCU-1-2 AC-112 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-2-1 ARUM241BTE5 HR MULTI V 5 233100 243000 95.0 75.0 0.0 R410A 5/8 1-3/8 1-1/8 208-230V 3Ph 60Hz 63 80 88 ACCU-1-2 AC-111 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-2-2 ARUM216BTE5 HR MULTI V 5 216000 243000 95.0 75.0 0.0 R410A 5/8 1-1/8 1-1/8 208-230V 3Ph 60Hz 60 80 88 ACCU-1-2 AC-108 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-1-2 AC-107 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-1-2 AG104 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-1-2 AC-103 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 6731512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 Multi V HR Boxes ACCU-2-1 AC-240 ARNU073M2A4 DUCT HIGH STATIC 7500 6000 8500 468/381/294 1/4 1/2 208-230V 1Ph 60Hz 2.3 Power Supply P,��of MW y ACCU-2-1 AC-239 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 Location Tag Model Name Quantity Volts Phase Hz RLA �,'� ACCU-2-1 AC-237 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/5121425 1/4 1/2 208-230V 1Ph 60Hz 2.3 3' ACCU-1-2 HR-1-1 PRHP,043A 1 208/230V 1 Ph 60Hz 0.2 ACCU-2-1 AC-234 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-1-2 HR-1-2 PRHR063A 1 208/230V 1Ph 60Hz 0.2 ACCU-2-1 AC-233 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-2-1 HR-2-1 PRHP,043A 1 208/230V 1 Ph 60Hz 0.2 ACCU-2-1 AC-230 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-2-1 HR-2-2 PRHP,043A 1 208/230V 1Ph 60Hz 0.2 ACCU-2-1 AC-229 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 o 4,0.a7�°$ ACCU-2-1 HR-2-3 PRHR033A 1 208/230V 1Ph 60Hz 0.15 ACCU-2-1 AC-226 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 '�ofiEs��A r� q ACCU-2-1 AC-225 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-2-2 HR-2-4 PRHR043A 1 208/230V 1Ph 60Hz 0.2 ACCU-2-1 AC-222 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-2-2 HR-2-5 PRHR063A 1 208/230V 1 Ph 60Hz 0.2 ACCU-2-1 AC-221 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-1-1 HR-1-3 PRHR043A 1 208 /230V 1Ph 60Hz 0.2 Status: ACCU-1-1 HR-1-4 PRHR043A 1 208/230V 1Ph 60Hz 0.2 ACCU-2-2 AC-238 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 6731512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-1-1 HR-1-5 PRHR033A 1 208 /230V 1Ph 60Hz 0.15 Issued for BuildingPermit ACCU-2-2 AC-236 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-2-2 AC-235 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 copyright: © 2023 AVGA ACCU-2-2 AC-232 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ACCU-2-2 AC-231 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 THE PREPARED DR.A«�Ncs,SPECIFICATIONS, AND OTHER AR DocuMBNrs PRIiPARED BY ANDRE\C'V.GLA\IBF.R1'ONEANDASSOCIATFS,ARC}fITECTS,P.C. ACCU-2-2 AC-228 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 (AVGA)FOR TIIISPROJECT,ARE:INSTRUMENTS OF AVGA. TIIESE DOCUiIFNTS ACCU-2-2 AC-227 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 6731512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 ARESERISE PRORT FD, AVGA LLBAITH RE DEEMED T THIS PROJECT.UNLESS OTHERlX7SE PROATDF,D, AVGA SHALL BE DEEbffiD THE AUTHOR OF THESE DOCUAIENII'S AND SI IALL RETAIN AI.L COWONLAW,STATUTORY AND OTHER ACCU-2-2 AC-224 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 RESERVED RIGHTS THAT THESE DOCUM NTs SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS ACCU-2-2 AC-223 ARNU183M2A4 DUCT HIGH STATIC 19100 14900 21500 673/512/425 1/4 1/2 208-230V 1Ph 60Hz 2.3 PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: \\'ednesdav,A4av 29,2024-11:24nm By: kspear File: is\7100\lira ing Files\'I'1IF,l?NCL:\\'1?S-110'IfiI.\7100 A1G.I.dwg 1. Refer to manufacturer provided detailed refrigerant pipe sizing&fitting schematic. Mechanical contractor to confirm with Klima NY piping sizes PRIOR to installation. 2. No deviations unless prior approval is obtained at least 4 weeks PRIOR to bid date that shows equipment is equal to or performs better than the base of design. 3. Any changes to the specified equipment&redesign with alternate equipment will be at no cost title. to the engineer of record and/or owner. All substitutions will be at the cost of the mechanical Mechanical contractor including any material, additional engineering time, and/or delays/liquated damages to the project timeline or to affecting any other trades. Schedules 4. Insulate all lines. 5. All condensers 20 tons& under must be single chassis&single point power. 6. No deviations unless prior approval is obtained with formal proof equal to or better than the scale: As Noted base of design performance. System MUST capable of at least 95% heating capacity at 0° outdoor ambient condition. If not, the system will not be acceptable. drawn: PF 7. Each condenser module to be mounted on equipment supports with neoprene rubber vibration isolation (cork pads are NOT acceptable). 8. Mechanical or electrical contractor to field provide/install the needed disconnects for indoor& outdoor units. 9. All bidding mechanical contractor must be LG trained &certified by Klima NY for installation of specified equipment. Any contractor not certified will be disqualified. ® M691 Equipment must have 10 year extended warranty. Mechanical contractor must register the equipment within sixty(60) days of installation on behalf of the owner EXHAUST FAN INFORMATION - JOB#6150234 MECHANICAL COMMISSIONING REQUIREMENTS FAN MOTOR DISCHARGE WEIGHT UNIT TAG QTY FAN UNIT MODEL # MANUFACTURER CFM ESP RPM ENCL HP BHP PHASE VOLT FLA VELOCITY (LBS) SONES DWG TAG NO 1 KEF 1 USBI24DD-RM CAPTIVEAIRE 5120 2.500 1208 ❑DP,PREMIUM 7.500 4.1210 3 208 21.1 1697 FPM 728 29.5 KEF-1 3 DEF 1 USBI13DD-RM CAPTIVEAIRE 1270 1.500 1610 ODP,PREMIUM 1.000 0,5490 3 208 3.1 1 1112 FPM 251 14,2 KEF-2 MAINTENANCE INFORMATION AND SYSTEMS COMMISSIONING 2. REDUNDANT OR AUTOMATIC BACK-UP MODE. COMMISSIONING REPORT. GENERAL: 3. PERFORMANCE OF ALARMS. COPY OF REPORT: THIS SECTION COVERS THE PROVISION OF MAINTENANCE INFORMATION 4. MODE OF OPERATION UPON LOSS OF POWER AND RESTORATION OF THE BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A COPY EXHAUST FAN INFORMATION - JOB 6150235 AND THE COMMISSIONING OF,AND THE FUNCTIONAL TESTING POWER. OF THE PRELIMINARY COMMISSIONING REPORT BE MADE AVAILABLE FOR FAN MOTOR DISCHARGE WEIGHT UNIT TAG OTY FAN UNIT MODEL # MANUFACTURER CFM ESP RPM ENCL HP BHP PHASE VOLT FLA VELOCITY (LBS) SONES DWG TAG REQUIREMENTS FOR BUILDING SYSTEMS. REVIEW. NO EXCEPTIONS: UNITARY OR PACKAGED HVAC EQUIPMENT LISTEN IN 1 1 USBI36DD-RM CAPTIVEAIRE 1 7720 1 2.500 1 750 ❑DP,PREMIUM 10.000 4.9490 3 208 1 28.4 1258 FPM 1346 29.3 KEF-3 TABLES C403.3.2(1)THROUGH C403.3.2(3)THAT DO NOT REQUIRE DOCUMENTATION REQUIREMENTS: BUILDING OPERATIONS AND MAINTENANCE INFORMATION: SUPPLY AIR ECONOMIZERS. THE DOCUMENTS DESCRIBED IN THIS SECTION SHALL BE PROVIDED TO THE BUILDING OPERATIONS AND MAINTENANCE DOCUMENTS SHALL BE CONTROLS TESTING THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT WITHIN 90 ANDREW V. PROVIDED TO THE OWNER AND SHALL CONSIST OF MANUFACTURER'S THE COMMISSIONING AGENT SHALL WITNESS TESTING OF THE HVAC AND DAYS OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. INFORMATION,SPECIFICATIONS,AND RECOMMENDATIONS; SERVICE WATER-HEATING SYSTEMS AND DOCUMENT THAT CONTROL SYSTEM BALANCING REPORT: PROGRAMMING PROCEDURES AND DATA POINTS; NARRATIVES;AND DEVICES, COMPONENTS, EQUIPMENT,AND SYSTEMS ARE CALIBRATED A WRITTEN REPORT DESCRIBING THE ACTIVITIES AND MEASUREMENTS GIAMBERTONE OTHER MEANS OF ILLUSTRATING TO THE OWNER HOW THE BUILDING, AND ADJUSTED AND OPERATE IN ACCORDANCE WITH THE APPROVED COMPLETED. EQUIPMENT AND SYSTEMS ARE INTENDED TO BE INSTALLED, PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE MAINTAINED AND OPERATED. REQUIRED REGULAR MAINTENANCE FUNCTIONALLY TESTED TO DOCUMENT THEY OPERATE IN ACCORDANCE FINAL COMMISSIONING REPORT: & ASSOCIATES BASIS OF DESIGN CARRIER ACTIONS FOR EQUIPMENT AND SYSTEMS SHALL BE CLEARLY STATED ON A WITH THE APPROVED PLANS AND SPECIFICATIONS. THE COMMISSIONING AGENT SHALL PREPARE A FINAL COMMISSIONING SPLIT SYSTEM DEDICATED OUTDOOR AIR UNIT SCHEDULE READILY VISIBLE LABEL. THE LABEL SHALL INCLUDE THE TITLE OR ECONOMIZERS REPORT. THE REPORT WILL INCLUDE THE FOLLOWING: FAN OUTDOOR AIR CFM DX COIL ELECTRICAL APPROX. PUBLICATION NUMBER FOR THE OPERATION AND MAINTENANCE 1. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. ID MODEL N0. SERVICE E.S.ID. NAMEPLATE ENTERING LEAVING SENSIBLE TOTAL FILTER WEIGHT REMARKS MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT. AIR ECONOMIZER SHALL UNDERGO A FUNCTIONAL TEST TO DETERMINE ® ARCHITECTS CFM RPM BHP DRIVE RLA MINIMUM MAXIMUM V/PH/Hz FLA THAT THEY OPERATE IN ACCORDANCE WITH THE MANUFACTURER'S 2. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING IN. W.G HP DB/WB 'F DB/WB 'F CAPACITY CAPACITY (LBS) SPECIFICATIONS DETAILS OF CORRECTIVE MEASURES USED OR PROPOSED. MUAU-1 39MO801 HAFM-D KITCHEN 4000 3428 5.07 6.4 - - - - - 87.3/71.5 55.7/54.7 138.1 218.7 - 208/3/60 19.8 1714 1 MECHANICAL SYSTEMS AND SERVICE-WATER HEATING SYSTEMS PRELIMINARY COMMISSIONING REPORT. 3. FUNCTIONAL PERFORMANCE TEST PROCEDURES USED DURING THE COMMISSIONING AND COMPLETION REQUIREMENTS: MUAU-2 39M1201 HAFM-D FOOD PREP 6170 2779 4.99 8.8 - - - - - 84.9 70.1 56.4 55.9 192.1 284.1 - 208/3/60 28.2 2253 1 COMMISSIONING PROCESS INCLUDING MEASURABLE CRITERIA FOR 62 Elm Street / / THE COMMISSIONING AGENT SHALL PREPARE A PRELIMINARY PRIOR TO THE FINAL MECHANICAL AND PLUMBING INSPECTIONS A TEST ACCEPTANCE. DOAS-2 39MO601 HAFM-D KITCHEN 2700 3532 4.72 4.2 - - - - - 92.0/74.0 55.6/54.7 107.47 175.00 - 208/3/60 14.1 1264 1 COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS. THE COMMISSIONING AUTHORITY SHALL PROVIDE EVIDENCE OF MECHANICAL REPORT SHALL BE ORGANIZED WITH MECHANICAL AND SERVICE HOT EXCEPTION: Huntington, NY 11743 DOAS-3 39M0601 HAFM-D FOOD PREP 2000 4550 4.36 4.1 - - - - - 92.0/74.0 56.5/56. 77.57 121.16 - 208/3/60 14.1 1265 1 SYSTEMS COMMISSIONING AND COMPLETION IN ACCORDANCE WITH WATER FINDINGS IN SEPARATE SECTIONS A ALLOW INDEPENDENT THE PROVISIONS OF THIS SECTION. DEFERRED TESTING THAT CANNOT BE PERFORMED AT THE TIME OF O1 PROVIDE WITH DUCT MOUNTED GAS FIRED DUCT FURNACE REVIEW.THE REPORT SHALL BE IDENTIFIED AS"PRELIMINARY REPORT PREPARATION DUE TO CLIMATIC CONDITIONS. Telephone: 631.367.0050 EXCEPTIONS: THE FOLLOWING SYSTEMS ARE EXEMPT: COMMISSIONING REPORT"AND INCLUDE THE COMPLETED 1. MECHANICAL SYSTEMS AND SERVICE WATER HEATER SYSTEMS IN COMMISSIONING COMPLIANCE CHECKLIST IN FIGURE C408.2.4. MANUALS: Fax: 631.367.6636 BUILDINGS WHERE THE TOTAL MECHANICAL EQUIPMENT CAPACITY THE REPORT SHALL IDENTIFY THE FOLLOWING: AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED AND IS LESS THAN 480,000 BTU/H COOLING CAPACITY AND 600,000 INCLUDE THE FOLLOWING: 1. ITEMIZATION OF DEFICIENCIES FOUND DURING TESTING THAT HAVE 1. NAME AND ADDRESS OF NOT LESS THAN ONE SERVICE AGENCY FOR BTU/H COMBINED SERVICE WATER-HEATING AND SPACE-HEATING NOT BEEN CORRECTED AT THE TIME OF THE REPORT PREPARATION. GambertoneAYChiteCts.COm CAPACITY. INSTALLED EQUIPMENT. 2. DEFERRED TESTS THAT CANNOT BE PERFORMED AT THE TIME OF 2. A NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE, 2. SYSTEMS INCLUDED IN SECTION C403.5 THAT SERVE INDIVIDUAL REPORT PREPARATION DUE TO CLIMATIC CONDITIONS. DWELLING UNITS AND SLEEPING UNITS. INCLUDING RECOMMENDED SETPOINTS. DX SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE 3. CLIMATIC CONDITIONED REQUIRED FOR PERFORMANCE OF BASIS OF DESIGN CARRIER 3. SUBMITTAL DATA INDICATING ALL SELECTED OPTIONS FOR EACH DEFERRED TESTS. PIECE OF LIGHTING EQUIPMENT AND LIGHTING CONTROLS. FAN OUTDOOR AIR CFM DX COIL ELECTRICAL APPROX. COMMISSIONING PLAN 4. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. 4. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF ID MODEL NO. SERVICE E.S.P. NAMEPLATE ENTERING LEAVING SENSIBLE TOTAL FILTER WEIGHT REMARKS A COMMISSIONING PLAN SHALL BE DEVELOPED BY THE COMMISSIONING 5. FUNCTIONAL PERFORMANCE TEST PROCEDURES USED DURING THE LIGHTING EQUIPMENT. REQUIRED ROUTINE MAINTENANCE FREEMAN ENGINEERING,PLLC CFM RPM BHP DRIVE FLA MINIMUM MAXIMUM V/PH/Hz MCA MOCP AUTHORITY AND SHALL INCLUDE THE FOLLOWING ITEMS: E M A IN. W.G HP DB/WB 'F DB/WB 'F CAPACITY CAPACITY (LBS) COMMISSIONING PROCESS, INCLUDING MEASURABLE CRITERIA FOR ACTIONS,CLEANING AND RECOMMENDED RELAMPING SHALL BE F '/ AC-C-5 39S-04 LOWER LEVEL 1600 1668 1.6 1.5 - - - 656 - 82.0/68.4 59.1/59.0 39.6 49.6 - 208/3/60 5.8 10 649 1 1. A NARRATIVE DESCRIPTION OF THE ACTIVITIES THAT WILL BE TEST ACCEPTANCE. CLEARLY IDENTIFIED. 3555 Veterans Memorial Hwy ACCOMPLISHED DURING EACH PHASE OF COMMISSIONING THE FOLLOWING CHECKLIST SHALL BE COMPLETED BY THE BUILDING 5. A SCHEDULE FOR INSPECTING AND RECALIBRATING ALL LIGHTING I Suite Q AC-1-3 FV4CNF002L00 FOOD PREP 1150 - 0.75 - - 1/2 4.3 - - 80.0/67.0 59.2/57.6 25.9 34.6 - 208/1/60 16.4 18.7 135 2 INCLUDING THE PERSONNEL INTENDED TO ACCOMPLISH EACH Ronkonkoma,NY 11779 OWNER OR OWNERS1 AUTHORIZED AGENT: CONTROLS. AC-1-4 39S-09 DINING 4565 1302 1.6 4.9 1 1233 - 79.6/66.9 59.5/57.41 99.1 138.0 - 208/3/60 17.9 30 993 1 ACTIVITY. W: 631-648-0577 REPORT: AC-1-5 39S-05 FIRST FLOOR 1600 1632 1.6 1.4 - - - 450 - 79.7/67.0 55.6/54.9 42.8 60.3 - 208/3/60 5.8 10 673 1 2. A LISTING OF SPECIFIC EQUIPMENT,APPLIANCES,OR SYSTEMS TO BE /NEE4��� A REPORT OF TEST RESULTS SHALL BE PROVIDED AND INCLUDE THE O1 PROVIDE WITH DUCT MOUNTED GAS FIRED DUCT FURNACE (D PROVIDE ELECTRIC HEATER KFCEH1601315, 208/3/60, 11.3 KW, 31.3 AMPS TESTED AND A DESCRIPTION OF THE TESTS TO BE PERFORMED. ,,, FOLLOWING: freemaneng@optonline.net 3. FUNCTIONS TO BE TESTED INCLUDING, BUT NOT LIMITED TO, C-WfttfthV 1. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. CALIBRATIONS AND ECONOMIZER CONTROLS. Cot+rrissi&"Pbn(S"mC4082.1) 2. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING 4. CONDITIONS UNDER WHICH THE TEST WILL BE PERFORMED. [3 ,sawig p,�„wn�"wmftnm 4 al bySodwr,O821 DETAILS OF CORRECTIVE MEASURES USED OR PROPOSED. project: TESTING SHALL AFFIRM WINTER AND SUMMER DESIGN CONDITIONS AND FULL OUTSIDE AIR CONDITIONS. Dsyrern:�e,. e„esarx,e�yn�seoa+ro+re. GAS FIRED FURNACE W/ SPLIT SYSTEM SCHEDULE BASIS OF DESIGN STERLING OPERATIONS AND MAINTENANCE MANUALS 5. MEASURABLE CRITERIA FOR PERFORMANCE. �HVA.CEq>romentFwcta�NT�sangt�sh�+rne:eaa�setta�<arale.e►te�nede�etn�,.upbst�ngissche�st The Enclaves b beWVA0edon THE COMMISSIONING AGENT SHALL REVIEW THE OPERATIONS AND GAS HEAT SECTION ELECTRICAL APPROX. SYSTEMS ADJUSTING AND BALANCING MIN MAX I ❑WACCaAF Testngha been esea*d.n .*%TWw4T .�,v*gis dt MAINTENANCE MANUALS TO CONFIRM THAT THE FOLLOWING IS ID MODEL NO. SERVICE GAS PRESS. INPUT OUTPUT EAT LAT TEMP FILTER WEIGHT REMARKS t»pOriee w CFM CFM / V/PH/Hz MCA MFS HVAC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH GENERALLY INCLUDED: IN. W.C. MBH MBH RISE (LBS) ACCEPTED ENGINEERING STANDARDS.THE COMMISSIONING AGENT 13 Fewonizor FwtedorW Testir>t hmbeenen cow N ,e-fervd ne ., InSmViss&A&ketobe 1. SUBMITTAL DATA STATING EQUIPMENT SIZE AND SELECTED DF-MUAU-1 QVSD30OA3K2AK10OK5 KITCHEN 2,467 11,101 - 300 240 25.6/80 55 - 115/1/60 2.3 1.9 305 1 SHALL REVIEW AND PERFORM A SPOT CHECK VERIFICATION OF THE vf04iwol. OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING AND BALANCING REPORT. . DF-MUAU-2 QVSD35OA3K2AK100K5 FOOD PREP 2,878 12,951 - 350 280 34.0/86.5 42.5 - 115/1/60 2.3 1.9 344 1 TESTING, OL"ate:hwWoTettq^mass"a»eo.K�o►�"..oeomdwid+�-m*st,^2Is. ed MAINTENANCE. DF-DOAS-2 QVSD250A3K2AK10OK5 KITCHEN 2,056 9,251 - 250 200 10.0/82.0 62.5 - 115/1/60 2.3 1.9 246 1 AIR SYSTEMS BALANCING: lo be on 2. MANUFACTURER'S OPERATION MANUALS AND MAINTENANCE 66 Route 25 EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE SHALL BE DS.fta Wow 14.SyswnF^WnalTes�+gt�ssb"n*x�.d.9appka*.deVmd&-4 *s*V DF-DOAS-3 QVSD20OA3K2AK10OK5 FOOD PREP 1,645 7,401 - 200 160 10.0/82.0 72 - 115/1/60 2.3 1.9 227 1 issct CtotxpwOedon: MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING EQUIPPED WITH MEANS FOR AIR BALANCING IN ACCORDANCE WITH THE MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS Southold, New York DF-C-5 QVSD10OA3K2AK10OK5 LOWER LEVEL 822 3,700 - 100 80 - 90 - 115/1/60 2.3 1.9 173 1 REQUIREMENTS OF CHAPTER 6 OF THE MECHANICAL CODE OF NEW YORK D�" "�'0°"°Oo"""'"t4"d" °"R^Ee°"°P' °"0ord1ed ° SHALL BE CLEARLY IDENTIFIED. DF-1-4 QVSD350A3K2AK100K5 DINING 2,878 12,951 - 350 280 - 90 - 115/1/60 2.3 1.9 344 1 STATE. Dim; C&wrns� s„ toowrwrd;, ,F ,W,db,�„�Z.4 3. NAME AND ADDRESS OF AT LEAST ONE SERVICE AGENCY. DF-1-5 QVSD10OA3K2AK10OK5 FIRST FLOOR 822 13,700 - 100 80 - 90 - 115/1/60 2.3 1.9 1 173 1 , y,,, ,; ,,, , �, , ,, ,t ;� er+etiranpsyate�s�rr�rtission&gn.ocoManoewdhe,e201s�(:C 4. HVAC AND SERVICE HOT WATER CONTROLS SYSTEM MAINTENANCE O1 PROVIDE HORIZONTAL CONCENTRIC VENT KIT FUNCTIONAL PERFORMANCE TESTING AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, job number: EQUIPMENT FUNCTIONAL PERFORMANCE TESTING SHALL DEMONSTRATE Signatt01ou"0*WorWmersRevnesen30" Date SCHEMATICS AND CONTROL SEQUENCE DESCRIPTIONS. DESIRED OR THE INSTALLATION AND OPERATION OF COMPONENTS,SYSTEMS,AND -----------PGUREcaos.2A FIELD DETERMINED SETPOINTS SHALL BE PERMANENTLY RECORDED 16-003/7100 SYSTEM-TO-SYSTEM INTERFACING RELATIONSHIPS IN ACCORDANCE WITH ON CONTROL DRAWINGS AT CONTROL DEVICES OR, FOR DIGITAL APPROVED PLANS AND SPECIFICATIONS SUCH THAT OPERATION, ACCEPTANCE OF REPORT: CONTROL SYSTEMS, IN SYSTEM PROGRAMMING INSTRUCTIONS. FUNCTION,AND MAINTENANCE SERVICEABILITY FOR EACH OF THE BUILDINGS, OR PORTIONS THEREOF,SHALL NOT BE CONSIDERED 5. A NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE, date: COMMISSIONED SYSTEMS IS CONFIRMED.TESTING WILL INCLUDE ALL INCLUDING RECOMMENDED SETPOINTS. ELECTRIC CABINET HEATER SCHEDULE BASIS OF DESIGN QMARK MODES OF OPERATION, INCLUDING FULL-LOAD, PART-LOAD,AND THE ACCEPTABLE FOR FINAL INSPECTION PURSUANT TO SECTION C104.3 FOLLOWING EMERGENCY CONDITIONS: UNTIL THE CODE OFFICIAL HAS RECEIVED A LETTER OF TRANSMITTAL 08°2� .23 25� SD ISSUED FOR REU EW ELECTRIC APPROX. ELECTRICAL APPROX. FROM THE BUILDING OWNER ACKNOWLEDGING THAT THE BUILDING OR ID MODEL NO. SERVICE HEAT DIMENSION V/PH/Hz MCA MFS WEIGHT REMARKS 1. ALL MODES AS DESCRIBED IN THE SEQUENCE OF OPERATION. OWNER'S AUTHORIZED AGENT HAS RECEIVED THE PRELIMINARY 09.06.23 80% SD ISSUED FOR REVIEW KW WxD:(H (LBS) ECH-1&2 QCH1202F VESTIBULE 2 2.5x10.5x 208/1/60 8.3 - 10 .(17209.22.23 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW I`1 INTEGRAL THERMOSTAT O2 CEILING MOUNTED WITH SURFACE MOUNTING SLEEVE QCHSM 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID ELECTRIC UNIT HEATER SCHEDULE BASIS OF DESIGN QMARK 03.22.24 RE-ISSUED FOR BUILDING PERMIT FAN AIR SIDE ELECTRIC APPROX. ELECTRICAL APPROX. ID MODEL NO. SERVICE NAMEPLATE ENTERING LEAVING AP TOTAL HEAT DIMENSION WEIGHT REMARKS O4.29.24 ISSUED FOR ADDENDUM NO.2 CFM RPM BHP DRIVE HP R� TEMP :F TEMP :F FT. WG. MBH KW WXDxH V/PH/Hz MCA MFS (LBS) 05.22.24 ISSUED FOR ADDENDUM NO.3 EUH-1 MUH05-81 MECH RM C16 350 1600 1/100 - - - 40 85 - 17 5.0 14x7.5x16 208/1/60 24 - 27 1 2 EUH-2 MUH03-81 E-PANEL RM C15A 350 1600 1/100 - - - 40 67 - 10.2 3.0 14x7.5x16 208/1/60 14.5 - 27 1 2 EUH-3 MUH05-81 MECH RM C05 350 1600 1/100 - - - 40 85 - 17 5.0 14x7.5x16 208/1/60 24 - 27 1 2 EUH-4 MUH05-81 MECH RM C05 350 1600 1/100 - - - 40 85 - 17 5.0 14x7.5x16 208/1/60 24 - 27 1 2 EUH-5 MUH07-8 STOR/MECH C01A 650 1600 1/30 - - - 40 77 - 25.6 7.5 19x13x22 208/1/60 36 - 38 1 2 EUH-6 MUH05-81 ELEV C ROOM 350 1600 1/100 - - - 40 85 - 17 5.0 147.506 208/1/60 24 1 - 1 27 1 2 EUH-7 I MUH03-81 LINEN ST. CO2A 1 350 1 1600 1 100 - - - 40 67 1 - 10.2 1 3.0 14x7.5x16 208 1 60 14.5 1 - 1 27 1 2 O1 INTERNAL THERMOSTAT O2 CEILING HUNG OF WW Y ELECTRIC WALL HEATER SCHEDULE BASIS OF DESIGN QMARK r y 1 ! y r, AIR SIDE ELECTRIC APPROX. ELECTRICAL APPROX. ID MODEL NO. SERVICE QTY CFM ENTERINC LEAVING ITOTAL HEAT DIMENSION WEIGHT REMARKS WATTS WxDxH V/PH/Hz AMPS LBS ��pRo�s�o TEMP :F TEMP . F MBH (LBS) EWH-4, EWH-5 CWH1202DSF STAIRWELLS 2 65 40 75 2.5 750 11"x4"x12" 208/1/60 3.61 1 25.0 1 2 3 4 IEWH-1 CWH1208DSF STAIRWELLS 1 65 40 75 3.4 1000 11"x4"x12" 208/1/60 4.8 25.0 1 2 3 4 status: EWH-2, EWH-3, EWH-6 CWH1202DSF STAIRWELLS 3 65 40 75 5.1 1500 11"x4"x12" 208/1/60 7.3 25.0 1 2 3 4 0 INTEGRAL THERMOSTAT 02 WALL MOUNTED W/ SURFACE MOUNTING KIT O3 FIELD MOUNTED DISCONNECT SWITCH ®TAMPER RESISTANT FRONT COVER - COLOR BY ARCHITECT Issued for BuMin Permit copyright: © 2023 AVGA THE COPYRIGHT DRAXXINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAPABERTONE AND ASSOCIAITS,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE,INSTRUAIF.NfS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY NCTFH RESPECT TO THIS PROJECT.UNLESS MINIMUM DUCTWORK INSULATION MINIMUM PIPE INSULATION DOCUMYNT PROVIDED, AVGA SHALI. O DEEMED THE L:fORY OFOTHER DOCU\TENTS AND SEIALI.RETAIN A1,1.COOtMONI.A�',S'I:ATCI'ORY AND OTHER RESERVED RIGIPI's THAT THESE DOCUMENTS SHALL NOT BE USED BY M-,' DUCTWORK FLAME SPREAD SMOKE DEVELOPED INSULATION MEAN MINIMUM INSTALLED FLUID TEMPERATURE CONDUCTIVITY RANGE INSULATION MEAN NOMINAL PIPE DIAMETER INCHES O\C'NI?R, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO T'Ills PROJECT, OR FOR THE COMPLETION OI 1111S PROJECT' FOR OTHERS. LOCATION RATING INDEX RATING TEMP. RATING INSULATION VALUE RANGE 1 (K-VALUE) TEMP. RATING < 1 1 TO < 1,511.5 TO < 41 4 TO < 8 1 8+ INSULATION THICKNESS REQUIRED INCHES Plotted: Wcciiiesaay,i�iay29,2024-I1:24am By: kspear CONDITIONED SPACE 25 50 757 R-6 File: J:\7loo\Dra«tingr>>es\'rin.I?nr,I„�Vrs-IICYI'I?I,\710ON16,2.Liwg 141'F - 200°F 0.25 - 0.29 125'F 1.5 1.5 2.0 2.0 2.0 UNCONDITIONED SPACE 25 50 75°F R-8 1057 - 140'F 0.21 - 0.28 100'F 1.0 1.0 1.5 1.5 1.5 DUCTWORK INSULATION NOTES: 1. REFER TO MECHANICAL SPECIFICATION DRAWINGS FOR ADDITIONAL INFORMATION. 40'F - 60'F 0.21 - 0.27 75'F 0.5 0.5 1.0 1.0 1.0 e' 2. ALL MINIMUM REQUIRED PIPE INSULATION THICKNESS VALUES COMPLY WITH THE 2020 NYS ENERGY Mechanical CONSERVATION CODE. < 40'F 0.20 - 0.26 75'F 0.5 1.0 1.0 1.0 1.5 PIPE INSULATION NOTES: Schedules 1. REFER TO MECHANICAL SPECIFICATION DRAWINGS FOR ADDITIONAL INFORMATION. scale: As Noted 2. ALL MINIMUM REQUIRED PIPE INSULATION THICKNESS VALUES COMPLY WITH THE 2018 IECC AS ADOPTED BY NEW YORK STATE. 3. FOR VRF REFRIGERANT PIPING, PROVIDE 1-1/2" THICK PIPE INSULATION ON ALL REFRIGERANT PIPING LESS THAN 1-1/2" drawn: PF IN DIAMETER. PROVIDE 2" THICK PIPE INSULATION ON ALL PIPING 1-1/2" AND GREATER IN DIAMETER. M602 ARUM241 BTE5 (218.53 kBtu/h)(218.83 kBtu/h) Additional Refrigerant: 32.83 Ibs(Precharged Refrigerant:37.50 Ibs) 5/8:1-1/8:1-3/8 ARBL607121 ARUM216BTE5 (202.68 kBtu/h)(218.83 kBtu/h) 100.0 ft(0) -30.Oft Additional Refrigerant:27.90 Ibs(Precharged Refrigerant: 37.50 Ibs) 3/8:5/8:3/4 PRHR043A 26.0 ft(0) 4 1 -30.Oft ,. . 1/4:1/2 ARNU073M2A4 #AC-120 AC-]AC 5/8:1-1/8:1-1/8 ARBLB07121 32.0 ft(0) -�Oft (7.52/6.11 kBtu/h) (8.79 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 100.0 ft(0) -30.Oft 1/4:1/2 ARNU183M2A4 #AC-119 AC-119 /8:5/8:3/4 VRHR043A 16.0 ft(0) (19.15/ 15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%)kBtu/h 10.0 ft(0) -30.Oft 4 1 1/4:1/2 ARNU183M2A4 #AC-117 �AC-117 -30.Oft 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 1/4:1/2 ECD ARNU183M2A4 #AC-118 AC-118 16.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) _ ( 25.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%) kBtu/h -3C.OftOft 1/4:1/2 ARNU183M2A4 #AC-114 AC-114 -30.Oft 1/4:1/2 ARNU183M2A4 #AC-116 AC-116 35.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 19.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%) kBtu/h -30.Oft 1/2:7/8:1-1/8 ARBLB03321 1/4:1/2 ARNU183M2A4 #AC-115 AC-115 ° o 34.0 ft(0) 25.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0 /o) kBtu/h-- ( 0 /o) kBtu/h -30.0ft -30.0ft A N D REW Ve3/8:5/8:3/4 PRHR043A 1/4:1/2 ARNU183M2A4 #AC-112 AC-112 13.0 ft(0) 4 1 32.0 ft(0) 0 0 (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%) kBtu/h 1/4:1/2 -30.1ft ARNU183M2A4 #AC-113 AC-113 -30.Oft 33.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) -"( 0%)/-( 0%) kBtu/h-( 0%)kBtu/h 3/8: .0ft(8 PRHR063A -30.,Dft 45.Oft(0) 61 GIAMBERTONE ARNU183M2A4 #AC-110 AC-1 -30.Oft 1/4:1/2 1 1/4:1/2 ARNU183M2A4 #AC-111 AC-111 17.0 ft(0) 1 O (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%) kBtu/h 26.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 1/4.1/2 -30.Oft ARNU183M2A4 #AC-109 AC-109 1/4:1/2 -30.Oft ARNU183M2A4 #AC-108 AC-108 & ASSOCIATES 18.0 ft(0)_ (19.I / 10.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%)kBtu/h-( 0%)kBtu/h 18.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 1/4:1/2 -30.Dft ARNU183M2A4 #AC-106 �AC-106 1/4:1/2 -30.Oft ARNU183M2A4 #AC-107 Oft AC-107 33.0 ft(0) (19.15/15.17 kBtu/h)(22.22 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%)kBtu/h 25.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%) kBtu/h 3/8:1/2:5/8 -30.Oft PRHR033A -30.Oft 0 3 1 1/4:1/2 ARNU183M2A4 #AC-104 AC-104 * ARCHITECTS 13.0 ft ( ) -30.Oft 33.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) -p:l --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 1/4:1/2 ARNU183M2A4 #AC-105 AC-105 -30.Oft 0 -- 0%)/-( 0%) kBtu/h--( 0%) kBtu/h 1/4:1/2 ARNU183M2A4 #AC-103 AC-103 ° ° 18.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) ( 53.0 ft(0). (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0 /o)/--( 0 /o)kBtu/h-( 0 /o) kBtu/h -30.Oft AC-102 ARNU183M2A4 #AC-102 1/4:1/2 0%)/--( 0%)kBtu/h--( 0%)kBtu/h End Cap #1 62 Elm Street 41.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) __ 1/4:1/2 30.ft ARNU073M2A4 #AC-101 AC-1011 ° o Huntington, NY 11743 52.0 ft(0) r (7.52/6.11 kBtu/h) (8.79 kBtu/h) --( 0%)/-( 0 /o) kBtu/h--( 0 /o) kBtu/h Telephone: 631.367.0050 Fax: 631.367.6636 ACCU-1-1 PIPING SCHEMATIC ACCU-1-2 PIPING SCHEMATIC GiambertoneArchitects.com SCALE: N.T.S. SCALE: N.T.S. E M e FREEMAN ENGINEERING,PLLC 3555 Veterans Memorial Hwy Suite Q Ronkonkoma, NY 11779 ARUM241BTE5 (219.60 kBtu/h)(218.83 kBtu/h) W: 631-648-0577 Additional Refrigerant:31.08 Ibs(Precharged Refrigerant:37.50 Ibs) ��s�NEER�'# freemaneng@optonline.net 5/8:1-1/8:1-3/8 ARBLB07121 85.0 ft(0) 3/8:5/8:3/4 -15.Oft PRHR043A ARUM216BTE5 (202.68 kBtu/h)(218.83 kBtu/h) project: 26.0 ft(0) 4 1 �-1 Additional Refrigerant:27.90 Ibs(Precharged Refrigerant: 37.50 Ibs) ft 1/4:1/2 ARNU073WA4 #AC;-240 AC-240 32.0 ft(0) -15.Oft (7.52/6.11 kBtu/h) (8.79 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 1/4:1/2 ARNU183M2A4 #AC-239 AC-239 5/8:1-1/8:1-1/8 16.0 ft(0) --( 0%) kBtu/h--( 0%)kBtu/h ARBLB07121 e Enc ave s ( ) -15.Oft (19.15/15.17 kBtu/tl) (22.22 kBtu/h) 100.0 ft--( 0%)/ 0 ft(0) 1/4:1/2 ARNU183M2A4 #AC:-237 Wk AC-237 3/8:5/8:3/4 -15.0ft PRHR043A � � 16.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 10.0 ft(0) 4 1 1/4:1/2 -15.Oft ARNU183M2A4 #AC:-234 AC-234 1/4:1/2 -15.Oft ARNU183M2A4 #AC-238 AC-238 35.0 ft(0) 001 0 (19.15/15.17 kBtu/tt) (22.22 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%)kBtu/h 25.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0°%)/--( 0%) kBtu/h--( 0%) kBtu/h -15.Oft 1/2:7/8:1-1/8 ARBLB03321 1/4:1/2 ARNU183M2A4 #AC-236 AC-236 ° o 34.0 ft(0) 19.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0 %)/--( 0 /o)kBtu/h--( 0 /o)kBtu/h 56655 Route 25 -15.Oft I8:5/8:3/4 PRHR043A -15.Oft ARNU183M2A4 #AC-235 AC-235 1/4:1/2 13.0 ft(0) 4 1 -15.0ft -15.Oft 25.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 1/4:1/2 ARNU183M2A4 #AC-233 AC-233 1/4:1/2 ARNU183M2A4 #AC-232 AC-232 33.0 ft(0) 0 D 19.15/15.17 kBtu/h )22.22 kBtu/h --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 32.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/-- ( 0%) kBtu/h--( 0%) kBtu/h Southold New York 1/4:1/2 } -15.Oft ARNU183M2A4 #AC-230 AC-230 3/8:3/4:7/8 -15.OftPRHR063A 17.0 ft(0) -1155.Oft (19.15/15.17 kBtu/h) i22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 45.0 ft(0) 6 1 -15.Oft 1/4:1/2 ARNU183M2A4 #AC-229 AC-229 1/4:1/2 ARNU183M2A4 #AC-231 AC-231 lob number: 18.0 ft(0) (19.15/15.17 kBtu/h) 122.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h 26.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0°%)/--( 0%) kBtu/h--( 0%)kBtu/h 1/4:1/2 15.0ft ARNU183M2A4 #AC-226 �AC-226 1/4:1/2 -15.0ft ARNU183M2A4 #AC-228 AC-228 16-003/7100 33.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%) kBtu/h 18.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%)kBtu/h 3/8:1/2:5/8 -15.OftPRHR033A 1/4:1/2 -15.Oft ARNU183M2A4 #AC-227 AC-227 13.0 ft(0) yl 25.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/-- ( 0%) kBtu/h--( 0%)kBtu/h date: /4:1/2 0 1O5.Oft A,RNU183M2A4 #AC-225 AC-225 1/4:1/2 -15.Oft ARNU183M2A4 #AC-224 AC-224 8.0ft(0) (19.15/15.17 kBtu/h) i22.22 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%)kBtu/h 33.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h /4:1/2 -15.Oft A,RNU183M2A4 #AC-222 �AC-222 1/4:1/2 -151 ARNU183M2A4 #AC-223 AC-223 08.21 .23 25� SD ISSUED FOR REVIEW 41.0 ft(0) 0 (19.15/15.17 kBtu/h) ;22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%) kBtu/h 53.0 ft(0) E3 c: (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h -15'Oft09.06.23 80% SD ISSUED FOR REVIEW 1/4:1/2 A,RNU183M2A4 #AC-221 AC-221 #1 52.0 ft(0) (19.15/15.17 kBtu/h) (22.22 kBtu/h) --( 0%)/--( 0%) kBtu/h--( 0%)kBtu/h End Cap 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT ACCU-2-1 PIPING SCHEMATIC ACCU-2-2 PIPING SCHEMATIC 02.07.24 ISSUED FOR BID SCALE: N.T.S. SCALE: N.T.S. 03.22.24 RE-ISSUED FOR BUILDING PERMIT 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 PEE of IZW Y ��- �k ct`r ik r O A�afiessro��'�/�9/a� status: Issued for BuMing Permit copyright: © 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHI7R DOCUMENTS PREPARED BY ANDREAX'V.GI AVIBERTONI,'AND ASSOCIA'rFS,ARCHITECTS,P.C. (AV'GA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. TIIESE DOCUMENTS ARE SERVICES FORT HE USI.SOLELY VCTI'1 I RESPECT TO THIS PROJECT.UNLESS OTHERVISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALLCOMMONLAVC',STATUTORY ANDCQIIER RESERVED RIGHTS THAT THESE DOCUMENTS SHALT. NOT BE USED BY THE OWNER, OR OTHERS, ON OTI11':R PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. 1'1,rttcd: \Xlcdncsday,llaV 29,2024-11:24am 11V: kTcar Talc: J:\7100\llra%,�ing Filcs\'I'I lr I?NCLt1V1?S-I10'1'11,\7100 AI6.3.dwg title: Mechanical Schedules scale: As Noted drawn: PF M663 GENERAL: N.GRILLES,REGISTERS AND DIFFUSERS. 1. HOT WATER SUPPLY AND RETURN PIPING SHALL BE TESTED AT NO LESS THAN 80-POUNDS PER SQUARE IN HYDROSTATIC PRESSURE 0.INSTRUMENTATION. 3. JOINTS: MAINTAINED FOR AT LEAST FOUR(4)HOURS. A. THE"GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION",AIA DOCUMENT A201,LATEST EDITION,AND THIS SPECIFICATION,AS P.MOTOR CONTROLLERS. APPLICABLE,ARE PART OF THIS CONTRACT. Q.CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. a.INTERIOR SLIP COUPLING BEADED AT CENTER: FASTENED TO DUCT WITH SCREWS. SEALING COMPOUND APPLIED CONTINUOUSLY 2. CONDUCT HYDROSTATIC LEAK TESTS IN ACCORDANCE WITH ANSI 63.3,POWER PIPING CODE. R.TEMPERATURE CONTROL DEVICES. AROUND JOINT BEFORE ASSEMBLING AND AFTER FASTENING. WRAP JOINTS WITH 3 INCH DUCT TAPE. B. ALL APPLICABLE CODES,LAWS AND REGULATIONS,GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY S.COORDINATED LAYOUT DRAWINGS. 3. TESTING MEDIUM SHALL BE WATER AT AMBIENT TEMPERATURE. INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS.THESE PROVISIONS SHALL BE:CARRIED OUT BY THE CONTRACTOR T.AS-BUILT DRAWINGS. N. FIRE DAMPERS:SIMILAR TO RUSKIN SPRING LOADED CURTAIN TYPE IBD WITH BLADES OUTSIDE AIR STREAM,GALVANIZED STEEL WHO SHALL INFORM THE OWNER,PRIOR TO SUBMITTING A PROPOSAL,OF ANY WORK OR MATERIALS,WHICH VIOLATE ANY OF THE LAWS U.WARRANTEES AND GUARANTEES. CONSTRUCTION,EQUIPPED WITH FUSIBLE LINK,UL LISTED AND INSTALLED IN CONFORMANCE WITH UL555 AND NFPA STANDARD 90A AND 4. WHEN DESIGNATED TEST PRESSURE IS APPLIED,CONNECTIONS SHALL BE INSPECTED BY ARCHITECTS REPRESENTATIVE FOR AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATIONS SHALL BE CORRECTED BY THE CONTRACTOR. V.CERTIFICATIONS,BALANCING AND TEST REPORTS. APPROVED FOR USE BY NYC BSA#100-65 SM AND ALL AUTHORITIES HAVING JURISDICTION. ACCEPTANCE. THE DESIGN,CONSTRUCTION,INSTALLATION AND ALTERATION FOR THE SYSTEM FOR PROVIDING VENTILATION AND AIR CONDITIONING W.OPERATING AND MAINTENANCE MANUALS. SHALL COMPLY WITH THE 2008 NYC MECHANICAL CODE. X.EQUIPMENT USE PERMITS. 5. LEAKS DISCOVERED DURING TESTING SHALL BE REPAIRED AT NO COST TO THE OWNER;RETEST SYSTEM. , il I I , lv 0.VOLUME DAMPERS:GALVANIZED STEEL PER SMACNA"LOW VELOCITY MANUAL",EXCEPT PROVIDE BEARING AT ONE END OF DAMPER ROD C. PROVIDE ALL LABOR,MATERIALS,EQUIPMENT,AND CONTRACTOR'S SERVICES NECESSARY FOR COMPLETE AND SAFE INSTALLATION OF ALL SHOP DRAWINGS SHOWING MANUFACTURER'S PRODUCT DATA SHALL CONTAIN DETAILED DIMENSIONAL DRAWINGS,ACCURATE AND AND QUADRANT,WITH LEVER AND LOCK SCREW AT OTHER END.FOR INSULATED DUCTS,PROVIDE 2"HANDLE EXTENSION TO CLEAR 6. ISOLATE SYSTEM PIPING FROM SYSTEM COMPONENTS DURING TEST. WORK INDICATED OR SPELLED OUT IN CONTRACT DOCUMENTS,IN FULL CONFORMITY WITH REQUIREMENTS OF BUILDING CODES AND COMPLETE DESCRIPTION OF MATERIALS OF CONSTRUCTION,MANUFACTURER'S PUBLISHED PERFORMANCE CHARACTERISTICS AND INSULATION,INSTALL WITH LEVERS ACCESSIBLE.BALANCING DAMPERS SHALL BE THE OPPOSED BLADE TYPE. (DAMPERS LARGER THAN 12" OF ALL AUTHORITIES HAVING JURISDICTION. CAPACITY RATINGS(PERFORMANCE DATA,ALONE,IS NOT ACCEPTABLE),ELECTRICAL REQUIREMENTS AND WIRING DIAGRAMS.DRAWING IN HEIGHT SHALL BE OPPOSED MULTIBLADE TYPE.) 7. TEST PRESSURIZED PIPING SYSTEM TO 150%OF DESIGN OPERATING PRESSURE,NO MORE THAT 125 PSI AND NO LESS THAN 80 PSI. SHALL CLEARLY INDICATE LOCATION(TERMINATION BLOCK OR WIRE NUMBER),VOLTAGE AND FUNCTION FOR ALL FIELD TERMINATIONS, D. INSTALL ALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE AND REPAIR.MINOR DEVIATIONS FROM THE AND OTHER INFORMATION NECESSARY TO DEMONSTRATE COMPLIANCE WITH ALL REQUIREMENTS OF CONTRACT DOCUMENTS. P. ACCESS DOORS:INSULATED OR UN-INSULATED,SAME AS DUCT. E. REFRIGERANT PIPING SHALL BE LEAK TESTED USING NITROGEN AND REFRIGERANT CHARGE WITH ELECTRONIC LEAK DETECTOR. DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES WHICH INVOLVE EXTRA COST,SHALL NOT BE MADE WITHOUT APPROVAL. AFTER REPAIRING LEAKS,RETEST AS REQUIRED. AFTER LEAK TEST,DEHYDRATE BY PRODUCING AND HOLDING VACUUM OF 2.5 INCH PROVIDE SHOP DRAWING SUBMITTALS SHOWING DETAILS OF DUCTWORK AND PIPING CONNECTIONS TO ALL HVAC EQUIPMENT.IF 1.PROVIDE MINIMUM 20"x 14"IN MAIN DUCT AND 12"x 6"ON BRANCH DUCTS,UNLESS OTHERWISE NOTED,AT FIRE DAMPERS. HG. MAINTAIN VACUUM FOR 24 HOURS WITH MAX 0.05 PRESSURE RISE. IF LEAKAGE EXCEEDS 0.05 INCH REPEAT ALL OF TEST BEFORE E. EACH BIDDER SUMMING HIS PROPOSAL SHALL EXAMINE ALL DRAWINGS RELATING TO THIS WORK AND VERIFY ALL GOVERNING CONDITIONS CONNECTION DETAILS ARE NOT SUBMITTED AND CONNECTIONS ARE FOUND TO BE INSTALLED INCORRECTLY IN THE FIELD,THIS DEHYDRATION. AT THE BUILDING AND SHALL BECOME FULLY INFORMED AS TO THE EXTENT AND CHARACTER OF THE WORK REQUIRED AND ITS CONTRACTOR SHALL REINSTALL THEM WITHIN THE ORIGINAL CONTRACT PRICE. 2.ALL ACCESS DOORS TO BE HINGED,WITH LATCH SIMILAR TO VENTLOCK#100. RELATION TO OTHER WORK. NO CONSIDERATION WILL BE GRANTED FOR ANY ALLEGED MISUNDERSTANDING OF THE MATERIALS TO BE VALVES: FURNISHED OR WORK TO BE DONE,IT BEING UNDERSTOOD THAT THE SUBMISSION OF A PROPOSAL IS AN AGREEMENT TO ALL ITEMS ALL PIPING,DUCTWORK AND EQUIPMENT LAYOUTS SHALL BE SUBMITTED ON SCALE 8"=V-0"DRAWINGS. 3.GAUGES OF DOOR MATERIALS,NUMBER OF HINGES,NUMBER AND TYPE OF DOOR LOCKS SHALL BE AS REQUIRED BY SMACNA DUCT AND CONDITIONS REFERRED TO HEREIN OR INDICATED ON THE ACCOMPANYING DRAWINGS. (SEE_ EXAMINATIONS OF EXISTING AND SHALL BE COORDINATED AND STAMPED BY ALL TRADES.SHOP DRAWINGS SHALL SHOW LOCATION OF ALL EXISTING AND NEW CONSTRUCTION STANDARDS. A. PIPING SERVICE VALVES SHALL BE: CONDITIONS"BELOW). EQUIPMENT,EXISTING WORK AND NEW WORK. ANDREW Ve Q.INDOOR FLEXIBLE CONNECTIONS:NEOPRENE COATED GLASS FIRE RETARDANT FABRIC,30 OZ.PER SQUARE YARD WITH SEWED AND GATE VALVE: "JENKINS"FIGURE 270-U,400 LB W.O.G.,OR APPROVED EQUAL. F. IF DURING THE INSPECTION,THE CONTRACTOR FINDS ANY OBSTRUCTION OR INTERFERENCE THAT MAY PROHIBIT THE PROPER AFTER SUBSTANTIAL COMPLETION OF ALL WORK,SUBMIT THE FOLLOWING: CEMENTED SEAMS,SIMILAR TO VENT FABRICS. BALANCING VALVE: "JENKINS"FIGURE 32-A,400 LB W.O.G.,OR APPROVED EQUAL. INSTALLATION OF HIS WORK,HE IS TO MAKE IT KNOWN TO THE BUILDING OWNER AND TENANT BEFORE AND AT THE TIME OF SUBMITTING CHECK VALVE: "JENKINS"FIGURE 1272,250 LB W.O.G.,OR APPROVED EQUAL. HIS PROPOSAL. BY SUBMISSION OF THE BID,IT IS UNDERSTOOD THAT SUCH INSPECTION HAS BEEN MADE AND BID INCLUDES ALL A.SUBMIT FIVE(5)COPIES OF ALL AIR BALANCING AND HYDRONIC BALANCING REPORTS FOR APPROVAL. R.EXHAUST REGISTERS:EXTRUDED ALUMINUM,FIXED HORIZONTAL FINS(45 DEG.),2 INCH SPACING,WITH AN OPPOSED BLADE DAMPER, STRAINER: "WALWORTH" FIGURE 3699.5,400 LB W.O.G.,OR APPROVED EQUAL. GIAMBERTIONE MATERIALS AND REQUIRED RELOCATION FOR ALL WORK. SIMILAR TO ANEMOSTAT MODEL"X3HOD". B. SUBMIT A COMPLETE SET OF REPRODUCIBLE"AS BUILT"RECORD DRAWINGS AND THREE(3)SETS OF PRINTS OR BUILDING FILES AT B. VALVES(FOR COPPER PIPING): G. ALL DUCTWORK INDICATED ON DRAWINGS ARE DIAGRAMMATIC AD DOES NOT SHOW OFFSETS,DROPPING AND RISING OF RUNS AS MAYBE COMPLETION OF THE PROJECT,TO INCLUDE DUCTWORK,PIPING AND EQUIPMENT DRAWINGS. SCALE 3"=V-0". S.RETURN GRILLES:EE};TRUDED ALUMINUM,FIXED HORIZONTAL FINS(45 DEG.),; INCH SPACING,SIMILAR TO ANEMOSTAT MODEL"X3HD". & . ASSOCIATES NECESSARY. THE CONTRACTOR SHALL PROVIDE FOR OFFSETS,DROPPING AND RISING OF DUCTWORK AS REQUIRED TO AVOID s GATE VALVE: "JENKINS"FIG.1242 OR EQUAL. OBSTRUCTIONS. THE SHEET METAL CONTRACTOR WILL BE RESPONSIBLE FOR ANY ADDITIONAL STATIC PRESSURE DUE TO THE C. SUBMIT TWO(2)SETS OF OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF HEATING,VENTILATING AND AIR FRESH AIR INTAKE LOUVER: GLOBE VALVE:"JENKINS"FIG.95SJ OR EQUAL. ADDITION OF ELBOWS AND DUCT TURNS. CONDITIONING EQUIPMENT INSTALLED UNDER THIS CONTRACT.SUBMIT EACH SET IN A THREE RING BINDER,WITH A TYPED TABLE OF CHECK VALVE:"JENKINS"FIG.1222 OR EQUAL. ""WALWORTH FIG.3699.5 OR EQUAL. CONTENTS AND THE NAME,ADDRESS AND TELEPHONE NUMBER OF THE CONTRACTOR,AND THE NAME,ADDRESS AND TELEPHONE EXTRUDED ALUMINUM EQUIVALENT TO NUMBER 12 BSG,6063-T5 ALLOY,4 INCH DEEP STATIONARY BLADES ON 45 DEGREE ANGLE,SIMILAR STRAINER: * ARCHITECTS H. ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED,AND SHALL BE INSTALLED IN ACCORDANCE WITH NUMBER OF THE MANUFACTURER AND THE LOCAL DISTRIBUTOR FOR EACH PIECE OF EQUIPMENT. TO AIR BALANCE IN',.,MODEL"401". ALUMINUM WIRE SCREEN,NUMBER 14 GAUGE 1 INCH MESH WITH REMOVABLE"U"FRAME BOLTED TO MANUFACTURER'S WRITTEN INSTRUCTIONS. INTERIOR FACE OF LOUVER.PROVIDE REQUIRED FREE AREA AS INDICATED ON PLANS. C. VALVES FOR FINNED TUBE RADIATION: 1. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS AND ALL PARTS OF THE BUILDING,EXTERIOR SPACES AND ADJACENT SUBSTITUTIONS: SELF CONTAINED THERMOSTATIC CONTROL VALVE:SIMILAR TO DANFOSS RA 2000 VALVE STREET,SIDEWALKS AND PAVEMENTS,FREE FROM MATERIALS AND DEBRIS RESULTING FROM THECONTRACTORS SUBSTITUTION OF PRODUCTS OTHER THAN THOSE LISTED MAY NOT BE PERMITTED. SUBMITTALS WITH ! EXECUTION OF THIS WORK. EXCESS PIPING AND FITTINGS: (CONFIGURED AS REQUIRED TO SUIT ACTUAL CONDITIONS)WITH COMBINED DIAUOPERATOR/SENSOR. 62 Elm Street MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR. MANUFACTURERS NOT ACCEPTABLE TO THE CONSULTANTS MAY BE REJECTED WITHOUT COMMENT. A.ALL PIPING AND FITTINGS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE FOLLOWING CODES AND STANDARDS: INSULATION: Huntington NY 11743 J. CONTRACTOR IS RESPONSIBLE FOR FIELD COORDINATION WITH OTHER TRADES. ANY OWNER CONSULTANT COSTS MADE NECESSARY BY CONTRACTOR REVISIONS REVISIONS OR SUBSTITUTIONS SHALL BE BORNE TO THE CONTRACTOR.THIS INCLUDES ADDITIONAL FILING,EXPEDITING,PRINTINGRND ENGINEERING COSTS. AMERICAN SOCIETY OF MECHANICAL ENGINEERS(ASME) A. ALL INSULATION MATERIALS,INCLUDING JACKETS,FACING,ADHESIVE,COATINGS,AND ACCESSORIES ARE TO BE FIRE HAZARD RATED K. CONTRACTOR IS TO MAINTAIN CURRENT WORKING RECORD DRAWINGS ON SITE AT ALL TIMES. AND LISTED BY UNDERWRITERS LABORATORIES INC., USING STEINER TUNNEL TEST METHOD FOR FIRE HAZARD CLASSIFICATION OF Telephone: 631.367.0050 AMERICAN SOCIETY OF TESTING AND MATERIALS(ASTM) BUILDING MATERIALS, STANDARD UL 723(ASTM E084),(ASA A2.5-1963). FLAMESPREAD: MAXIMUM 25. FUEL CONTRIBUTED AND SMOKE L. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHEN NECESSARY,EQUIPMENT SHALL BE SHIPPED FROM SCAFFOLDING AND RIGGING: AMERICAN NATICNAL STANDARDS MANUFACTURERS STANDARDIZATION SOCIETY TUTE(ANSI) ITHE VALVE AND FITTING INDUSTRY(MSS). DEVELOPED: MAXIMUM 50. FLAMEPROOFING TREATMENTS SUBJECT TO DETERIORATION FROM MOISTURE OR HUMIDITY ARE NOT Fax: 631.367.6636 MANUFACTURER IN CRATED SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH RESTRICTED SPACES AVAILABLE. ASCERTAIN FROM CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING,RIGGING AND SERVICES NECESSARY FOR ERECTION AND DELIVERY ONTO THE ACCEPTABLE. BUILDING OWNER AT WHAT TIE OF DAY EQUIPMENT COULD BE MOVED THROUGH CERTAIN RESTRICTED AREAS,AND REVIEW WITH PREMISES OF ALL MATERIALS FURNISHED AND/OR INSTALLED UNDER THIS SECTION OF THE SPECIFICATIONS AND REMOVE SAME FROM B.INSTALL PIPING SYSTEMS USING THE BEST STANDARD PRACTICES OF THE TRADE TO MAKE THE CONNECTED EQUIPMENT AND SYSTEM OWNER PLANNED APPROACH FOR ANY REQUIRED EQUIPMENT RIGGING INTO BUILDING. EQUIPMENT SHALL BE LIFTED INTO POSITION, PREMISES WHEN NO LONGER REQUIRED. COMPONENTS COMPLETE AND READY FOR REGULAR OPERATION.INSTALLATION SHALL BE IN ACCORDANCE WITH ALL WRITTEN B. INSTALL INSULATION,MASTICS,ADHESIVES,COATINGS,COVERS,WEATHER-PROTECTION AND OTHER WORK EXACTLY AS REQUIRED BY NOT ROLLED OR CRIBBED. INSTALLATION PROCEDURES,PIPING ACCESSORY MANUFACTURER'S RECOMMENDATIONS,REQUIREMENTS OF BUILDING SERVICES MANUFACTURER'S RECOMMENDATIONS. GlambertoneArchlteCtS.com M. REFER TO SECTION 15000 FOR ADDITIONAL REQUIREMENTS. CLEAN UP: PIPING(ANSI B31.1)AND POWER PIPING(ANSI B31.9)AS APPLICABLE,AND AS SPECIFIED. C. ACCEPTABLE MANUFACTURERS INCLUDE CERTAIN-TEED,KNAUF,MANVILLE PRODUCTS,AND OWENS-CORNING. ANY SUBSTITUTIONS CONTRACTOR SHALL MAINTAIN CONSTRUCTION SITE IN A CLEAN AND ORDERLY CONDITION AND SHALL REMOVE ALL TRASH FROM THE C.PROVIDE PIPE FLEXIBILITY AND EXPANSION BY BENDS,SWING JOINTS,LOOPS,OFFSETS,MECHANICAL COUPLING DEVICES AND MUST BE APPROVED BY THE ENGINNER. WORK INCLUDED: PREMISES ON A DAILY BASIS AND PRIOR TO ACCEPTANCE OF THE WORK AS DIRECTED BY THE OWNER. EXPANSION JOINTS. SUPPORT,ANCHOR AND GUIDE PIPING TO PRESERVE ALIGNMENT AND DIRECT EXPANSION.REFER TO"EXPANSION PROVISIONS"BELOW. D. DUCT INSTALLATION: THE WORK INCLUDES FURNISHING AND THE INSTALLATION OF ALL MATERIALS,EQUIPMENT AND LA13OR NECESSARY TO COMPLETE AND REMOVAL OF EXISTING WORK: MAKE READY FOR OPERATION BY THE OWNER ALL HVAC WORK AS SHOWN ON THE DRAWINGS AND HEREINAFTER SPECIFIED, 1. MATERIALS SHALL MEET THE REQUIREMENTS OF ADHESIVE AND SEALANT COUNCIL STANDARDS AND SMANCA. D.PIPE MATERIALS AND FITTING MATERIALS SHALL BE AS INDICATED IN SCHEDULE OF PIPE AND FITTING MATERIALS BELOW: INCLUDING,BUT NOT LIMITED TO THE FOLLOWING: REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE OF GENERAL WORK. ALL <.4 E E M 9 FREEMAN ENGINEERING,PLLC a. CONDITIONED SPACE:MINIMUM 2"THICK FIBERGLASS BLANKET,WITH FACTORY APPLIED FOIUKRAFT VAPOR BARRIER FACING, EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS.CONTRACTOR SURVEYING THE SITE SHALL MAKE ALL SERVICE PIPE MATERIAL FOR TYPE FITTING PRESSURE RATING 4, A. ELECTRIC HEATERS AND ACCESSORIES. NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS FOR PROPER INSTALLATION OF NEW YORK AND INCLUDE ALL THE /WEIGHT OF JOINTS MATERIALS PSI FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50.DUCT INSULATION SHALL HAVE A MINIMUM OF R-6 INSTALLED INSULATION " ^,, 3555 Veterans Memorial Hwy MATERIALS AND REQUIRED WORK IN HIS BID PRICE. NO ALLOWANCE WILL BE MADE FOR FAILURE TO DO SO. COORDINATE TIMETABLE VALUE, Suite Q B. ROOF TOP PACKAGED AIR CONDITIONING UNITS WITH GAS HEAT AND ACCESSORIES. FOR ALL CONSTRUCTION OPERATIONS WITH BUILDING OWNER. HEATING COPPER/ SOLDERED WROUGHT 125 HOT WATER TYPE L COPPER b. INDOORS UNCONDITIONED SPACE:MINIMUM 2"THICK FIBERGLASS BLANKET,WITH FACTORY APPLIED FOIUKRAFT VAPOR Ronkonkoma, NY 11779 C. SPLIT SYSTEM AIR CONDITIONING HEAT PUMP UNITS AND ACCESSORIES. GUARANTEE: (3"DIA&LESS) BARRIER FACING,FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50.DUCT INSULATION SHALL HAVE A MINIMUM OF R-8 W: 631-648-0577 INSTALLED INSULATION VALUE. ,� ,, D. ALL REQUIRED DUCTWORK AND DUCTWORK ACCESSORIES. s�NEEa� THIS CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY,AND ASSUME FULL RESPONSIBILITY OF HEATING STEEL THREADED CAST IRON 125 freemaneng@optonline.net ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND/OR EQUIPMENT IN WHICH DEFECTS OCCUR WITHIN ONE YEAR FROM DATE OF HOT WATER SCHEDULE 40 c. OUTDOORS UNCONDITIONED SPACE:MINIMUM 1-1/2"THICK RIGID FIBERGLASS BOARD WITH FIELD APPLIED VAPOR BARRIER FOIL E. ALL HVAC RELATED PIPING SYSTEMS INCLUDING HOT WATER,REFRIGERANT AND MAKEUP WATER CONNECTIONS. ACCEPTANCE BY OWNER. (OVER 3"DIA) JACKETING FOR WEATHER PROTECTION.TAPER INSULATION TO PITCH 1/8"PER FOOT FROM THE CENTER OF THE DUCT TO PREVENT WATER PONDING.INSTALLED DUCT INSULATION SHALL HAVE A MINIMUM OF R-8 INSULATION VALUE. F. VALVES AND PIPING SPECIALTIES. CONDENSATE COPPER/ SOLDERED WROUGHT 125 project: G. INSULATION OF PIPING,DUCTWORK AND EQUIPMENT. WARRANTIES: DRAIN TYPE M c. ASTM E-84 MINIMUM FIRE HAZARD RATINGS SHALL BE 25 FLAME SPREAD,50 FUEL CONTRIBUTED AND 50 SMOKE DEVELOPED. H. FANS AND ACCESSORIES. THIS CONTRACTOR SHALL FURNISH THE OWNER WITH MANUFACTURER WARRANTY INFORMATION FOR EACH INDIVIDUAL PIECE OF MAJOR REFRIGERANT COPPER/ SOLDERED WROUGHT 125 2. ALL SUPPLY AIR AND OUTSIDE AIR INTAKE DUCTWORK TO BE INSULATED WITH FLEXIBLE BLANKET INSULATION. HVAC EQUIPMENT,INCLUDING PUMPS,BOILER,BREECHING,AIR CONDITIONING UNITS,COILS,CABINET AND UNIT HEATERS,FINNED TUBE TYPE L The Enclaves I. AIR DISTRIBUTION DEVICES. RADIATION,FAN COIL UNITS,AIR HANDLING UNITS,FANS,CONTROLS,ETC.,AND ALL ASSOCIATED ACCESSORIES. F. NO PIPING SHALL BE LESS THAN s a",UNLESS OTHERWISE NOTED. 3. ALL COMBUSTION AIR INTAKE DUCTWORK TO BE INSULATED WITH RIGID FIBERGLASS BOARD INSULATION. OBTAIN WARRANTIES EXECUTED IN DUPLICATE BY RESPONSIBLE SUBCONTRACTORS,SUPPLIERS,AND MANUFACTURERS,WITHIN TEN(10) 4. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND CEILING OPENINGS AND IN SLEEVES. J. DAMPERS(VARIOUS TYPES). DAYS AFTER COMPLETION OF APPLICABLE ITEM OF WORK. EXCEPT ITEMS PUT INTO USE WITH OWNERS PERMISSION,LEAVE DATE OF G. PROVIDE UNION CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON EACH SIDE OF ALL VALVES AND IN-LINE EQUIPMENT. BEGINNING OF TIME OF WARRANTY UNTIL THE DATE OF SUBSTANTIAL COMPLETION IS DETERMINED. K. HANGERS AND SUPPORTS. 5. BOILER BREECHING SHALL BE INSULATED WITH 2"THICK JOHNS-MANVILLE "THERMO-12"BLOCKS,OR APPROVED EQUAL,HYDROUS DUCTWORK AND AIR DISTRIBUTION DEVICES: H. PROVIDE VALVED AND CAPPED CONNECTIONS AT ALL POINTS IN PIPING SYSTEMS REQUIRED FOR DRAINING SYSTEMS. CALCIUM SILICATE INSULATION,HAVING AND AVERAGE THERMAL CONDUCTIVITY NOT TO EXCEED 0.42 BTU/INCH/SQ.FT./F/HR AT A C L. VIBRATION ISOLATION. 1. CONDENSATE DRAIN LINE MUST HAVE A DIAMETER EQUAL TO OR GREATER THAN THE EXIT DIAMETER OF THE DRAIN SEAL DEVICE. LINE MEAN TEMPERATURE OF 200 DEGREES FAHRENHEIT. 56655 Route 25 A.EXCEPT AS OTHERWISE NOTED,ALL DUCT WORK AND SHEET METAL WORK SHALL BE IN ACCORDANCE WITH LATEST EDITION OF SHEET M. IDENTIFICATION,LABELS,TAGS AND VALVE CHARTS. METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION INC.(SMACNA)"DUCT MANUAL AND SHEET METAL CONSTRUCTION 1„LENGTH MUST BE SHORTEST PATH TO CONDENSATE DISPOSAL AREA,AND MUST BE SLOPED AWAY FROM THE DRAIN SEAL AT A RATE INSULATION SHALL BE INSTALLED WITH JOINTS TIGHTLY BUTTED AND STAGGERED AND SECURED WITH 16.GA.GALVANIZED, FOR VENTILATING AND AIR CONDITIONING SYSTEMS,SECTION 1-LOW VELOCITY SYSTEMS AND SECTION 2-HIGH VELOCITY SYSTEMS", OF NO LESS THAN B PER FOOT. ANNEALED STEEL WIRE ON SQUARE OR RECTANGULAR SURFACES OR Z"x.015 GALVANIZED STEEL BANDS ON 12"MAXIMUM N. DRAINAGE FROM EQUIPMENT AS INDICATED. SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL AND ADC AND TIMA FLEXIBLE DUCT PERFORMANCE STANDARDS. CENTERS ON CYLINDRICAL AREAS.WHERE REQUIRED,WELDED STUDS,CLIPS OR ANGLES SHALL BE PROVIDED AS ANCHORS FOR Southold New York J. PROVIDE DIELECTRIC FITTINGS AT CONNECTIONS OF DISSIMILAR MATERIALS TO EFFECTIVELY ISOLATE FERROUS FROM NON-FERROUS WIRES AND BANDS. 0. SUPPLYING OF MOTOR CONTROLLER. B. SHEET METAL MATERIALS: PIPING(ELECTRICAL CONDUCTANCE),PREVENT GALVANIC ACTION AND STOP REACTIONS. P. FURNISH AND INSTALL ALL CONTROLS,CONTROL ACCESSORIES AND WIRING. K. PROVIDE ECCENTRIC REDUCING COUPLINGS TO BRING PIPES FLUSH ON TOP FOR WATER SERVICE. 1.GALVANIZED STEEL:ASTM A-527 LOCK FORMING QUALITY GALVANIZING. ASTM A-525 COATING DESIGNATION G-90. ON BREECHING WITH PROJECTING STIFFENERS,6"SQUARE NO.6 GA.WELDED WIRE FABRIC SHALL BE WIRED TO STIFFENERS AND job number: Q. FINAL CONNECTIONS OF ALL HVAC EQUIPMENT. C.MINIMUM SHEET METAL GAUGES SHALL BE AS FOLLOWS: L. FIT FLANGED JOINTS WITH JOHNS-MANVILLE OR APPROVED RING GASKETS. FLANGES SHALL BE FACED AND DRILLED TO ASA INSULATION SECURED BY WIRING AND FABRIC.(AS PER SMACNA RECOMMENDED GUIDELINES) STANDARDS AND FITTED WITH SEMI FINISHED HEXAGON MACHINE BOLTS AND NUTS PROPER NUMBER AND SIZE. � �-O O�/ /'�] � O O R. PIPING TESTS. OVER THE INSULATION,1"HEXAGONAL MESH WIRE SHALL BE TIGHTLY STRETCHED IN PLACE WITH EDGES LACED TOGETHER. FINISH M. MAKE SCREW JOINTS TIGHT WITH TEFLON(POLYTETRAFLUOREETHYLENE)TAPE OR LITHARGE-GLYCERIN MIXTURE APPLIED TO MALE 1„ DIMENSIONS OF LONGEST SIDE OF DUCT SHEET METAL GAUGE SHALL BEJOHNS-MANVILLE N0. 375 INSULATING AND FINISHING CEMENT OR APPROVED EQUAL,APPLIED a THICK IN ONE COAT, S. AIR AND HYDRONIC BALANCING. UP TO 30" 24 THREADS. USED TAPERED THREADS. TROWELLED TO SMOOTH FINISH. ALL CORNERS ARE TO BE REINFORCED WITH CORNER BEAD. date: N. REFRIGERANT PIPING INSTALLATION SHALL BE IN ACCORDANCE WITH THE AIR CONDITIONING MANUFACTURERS WRITTEN T. SUBMISSION OF ALL SHOP DRAWINGS AND SAMPLES LISTED HEREIN. 31"THRU 54" 22 E. PIPE INSULATION: D.DUCTWORK SHALL HAVE PRESSURE-VELOCITY CLASSIFICATIONS AS FOLLOW: INSTRUCTIONS. U. SUBMISSION OF ALL RECORD AND AS-BUILT DRAWINGS. 1. NO PIPING IS TO BE INSULATED UNTIL ALL TESTS DESCRIBED ABOVE HAVE BEEN SUCCESSFULLY PASSED. 08.21 .23 25% SD ISSUED FOR REVIEW DUCT CONSTRUCTION CLASS STATIC PRESSURE RATING PRESSURE SMACNA LEAKAGE CLASS WATER SYSTEM SPECIALTIES-GENERAL: 09.06.23 80% SD ISSUED FOR REVIEW V. SUBMISSION OF ALL BALANCING REPORTS. A. ALL PIPING SHALL BE SO PITCHED THAT ALL AIR IN THE SYSTEM CAN BE VENTED THROUGH AUTOMATIC AIR VENTS. ALL PIPING 2. FIBERGLASS,MOLDED,ONE PIECE,MAXIMUM.26 K-FACTOR AT 75 DEGREES F.MEAN TEMPERATURE,VAPOR SEALED. W. SUBMISSION OF ALL OPERATIONS AND MAINTENANCE MANUALS. 1" 1" POS.OR NEG. 6 SHALL BE ARRANGED SO THAT ENTIRE SYSTEM MAY BE DRAINED. CONNECTIONS TO EQUIPMENT SHALL BE TAKEN OFF THE TOP OF 3. ALL SERVICE OR ALL PURPOSE INSULATION JACKET:LAMINATE OF WHITE KRAFT FACING, GLASS SCRIM REINFORCING AND ALUMINUM 09'22'23 DD FOR REVIEW & COORDINATION 1" 1" POS.OR NEG. X. EQUIPMENT START-UP AND TRAINING OF OWNERS STAFF. 2 2 FROM HORIZONTAL PLANE. PIPING SHALL BE INSTALLED SO AS TO AVOID TRAPPING OF AIR. NO PIPING SHALL BE LESS THAN 4 INCH O. 2.23 50% CD ISSUED FOR PERMIT UNLESS OTHERWISE NOTED. FOR PIPE SIZES NOT INDICATED ON PLANS, SEE MANUFACTURER'S EQUIPMENT CONNECTION DETAILS, Y. THIS CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR START-UP AND 24 HR/DAY SERVICE WITHIN AN MAXIMUM RESPONSE E.WHEN MAKING OFFSETS AND TRANSFORMATIONS NECESSARY TO ACCOMMODATE STRUCTURAL CONDITIONS,PRESERVE FULL CROSS PROVIDE FITTINGS FOR CHANGE IN PIPE SIZE FOR FINAL CONNECTION AT EQUIPMENT REQUIRED. PROVIDE UNION CONNECTIONS AT 4. DENSITY OF ALL FIBERGLASS PIPING INSULATION SHALL NOT BE LESS THAN 3 LBSICU.FT. q I 1 ,1 5.23 FOR REVIEW & COORDINATION- TIME OF 4 YEARS AND QUARTERLY PREVENTIVE MAINTENANCE(CHANGE OF FILTERS,ETC.)FOR A PERIOD OF ONE YEAR FOR ALL SECTIONAL AREA OF DUCTWORK SHOWN ON DRAWINGS. EACH PIECE OF EQUIPMENT AND ON EACH SIDE OF ALL VALVES. PROVIDE VALVED AND CAPPED CONNECTIONS AT ALL POINTS IN 01 .10.24 ISSUED FOR PERMIT 5. FITTINGS AND VALVES SHALL BE INSULATED WITH JOHNS-MANVILLE ZESTON OR APPROVED EQUAL FITTING COVERS OVER A EQUIPMENT.THE COST OF THIS SHALL BE INCLUDED IN THIS CONTRACT. F.FABRICATION: PIPING SYSTEMS REQUIRED FOR DRAINING SYSTEMS. FIBERGLASS INSERT PRECUT SHALL BE SUITABLE FOR PAINTING.OASPECIFIC SIZE,SHAPE AND THICKNESS FOR THE SPECIFIC FITTING INVOLVED. FITTING COVERS 02.07.24 ISSUED FOR BID Z. MAINTAIN ALL EXISTING MECHANICAL SERVICES IN THE BUILDING AREAS NOT AFFECTED BY THE ALTERATIONS DURING THE PROGRESS OF B. AVOID ENTRY OF FOREIGN MATTER INTO PIPING DURING CONSTRUCTION. AFTER COMPLETION OF PIPING,FLUSH SYSTEM WITH WATER. THE WORK,INCLUDING PROVIDING ALL TEMPORARY PIPING,CAPS,PROTECTIVE DEVICES,CONNECTIONS AND EQUIPMENT REQUIRED. 1.FABRICATE DUCTWORK FROM GALVANIZED SHEET METAL OF THE GAUGES SPECIFIED. REMOVE AND CLEAN STRAINERS AND BLOW OFF ALL PIPING LOW POINTS AT THE END OF FLUSH PERIOD. 03.22.24 RE-ISSUED FOR BUILDING PERMIT 6. ALL INSULATION SHALL BE IN CONFORMANCE WITH LATEST U.L.AND NFPA 90A REQUIREMENTS. SEPARATE DISSIMILAR METALS USED FOR DUCTWORK WITH 10 OZ DISSIMILAR METALS: .CANVAS IMPREGNATED WITH ZINC CHROMATE. AA. SECURE PERMITS,LICENSES AND CERTIFICATES,PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED CERTIFYING COMPLIANCE WITH G. C. TRAP SEAL IN CONDENSATE DRAIN PIPING SHALL BE MINIMUM ONE INCH GREATER THAN STATIC PRESSURE IN SYSTEM. 7. REFRIGERANT SUCTION LINES,HOT GAS BYPASS LINES,AND OUTDOOR LIQUID LINES SHALL BE INSULATED WITH 1"THICK FLEXIBLE, LOCAL CODES AND GOVERNING AUTHORITIES.DELIVER CERTIFICATES TO BUILDING MANAGEMENT OFFICE PRIOR TO THE NE SEPARATION IS REQUIRED BETWEEN SCREWS OR RIVETS AND THE MATERIALS THEY ARE INSERTED IN. 04.29.24 ISSUED FOR ADDENDUM NO.2 COMMENCEMENT OF ALL WORK. D. PROVIDE AS REaUIRED:AUTOMATIC AIR VENTS,MANUAL AIR VENTS,AND RELIEF AIR VALVES. CLOSED CELL ELASTOMERIC INSULATION IN TUBULAR FORM,SIMILAR TO ARMAFLEEX. ALL OUTDOOR EXPOSED PIPING TO BE PAINTED 05.22.24 ISSUED FOR ADDENDUM N0.3 H.SEALING REQUIREMENTS FOR CLASS A,LEAKAGE CLASS 6,GALVANIZED,NON WELDED ALUMINUM OR NON WELDED STAINLESS STEEL WITH TWO COATS OF WB ARMAFLEX FINISH. ALL SEAMS MUST BE LOCATED ON THE LOWER HALF OF THE PIPE. BB. ALL SCAFFOLDING AND RIGGING AS REQUIRED FOR HVAC INSTALLATION. DUCTWORK. E. COMPRESSION AND FLARED FITTINGS:CAST BRASS ANSI B16.26. PROVIDE DIELECTRIC GASKETS FOR JOINTS OF DISSIMILAR METALS: 8. REFRIGERANT PIPING IN HUNG CEILING RETURN PLENUM SHALL BE INSULATED WITH 1"THICK FIBERGLASS AND ASJ JACKET(NO ISOLATING GASKETS,SLEEVES AND WASHERS BETWEEN FLANGES,BOLTS AND NUTS. STAPLES CC.ALL POWER WIRING AS CONTROL WIRING. 1. TRANSVERSE JOINTS ). a.DURING ASSEMBLY SEAL ALL FLANGED TRANSVERSE JOINTS WITH SEALING TAPE OF QUALITY EQUAL TO HARDCAST INC. 1902-FR. F. PROVIDE INCH DRAIN VALVE AND CAPPED CONNECTIONS AT LOW POINTS. PROVIDE n INCH CAPPED CONNECTION FOR DRAINING 9. CONDENSATE DISCHARGE PIPING SHALL BE INSULATED WITH 2"THICK FIBERGLASS AND ASJ JACKET(NO STAPLES). DD. ALL SPECIAL AND PROGRESS INSPECTIONS AS REQUIRED BY THE NEW YORK CITY BUILDING CODE,,ARE THE RESPONSIBILITY OF THE HVAC CORNERS SHALL BE SEALED AS DESCRIBED BY SMACNA AND WHEN APPLICABLE PER MANUFACTURERS PUBLISHED PROCEDURES. CONNECTION AT THE LOWEST POINT IN THE SYSTEM AND IN EQUIPMENT ROOM. CONTRACTOR. b. SEAL ALL NON FLANGED TRANSVERSE JOINTS WITH HARDCAST INC.VERSA GRIP 102 OR APPROVED EQUAL. 10. SCHEDULE. G. FOR MANUAL AIR VENTS, PROVIDE LINE SIZE AIR CHAMBER WITH INCH VALVE. PROVIDE VALVES AT ALL HIGH POINTS AND WHERE EE. FURNISH"EQUIPMENT USE PERMITS"AS REQUIRED. 2. LONGITUDINAL SEAMS FLOW CHANGES HORIZONTAL TO DOWNWARD. 2 HOT WATER SUPPLY AND RETURN PIPING: FF. IT IS NOT THE INTENTION OF THESE SPECIFICATIONS TO DESCRIBE,NOR THE CONTRACT DRAWINGS TO SHOW IN DETAIL,ALL THE VARIOUS a. SEAL ALL LONGITUDINAL SEAMS DURING DUCTWORK WITH HARDCAST INC.COLD SEAL 1001 OR APPROVED EQUAL H. INSTALL EXPANSION TANKS FOR HEATING WATER SYSTEMS. SIZE MINIMUM INSULATION THICKNESS(INCHES) PIECES OF APPARATUS AND APPURTENANCES AND THEIR CONNECTIONS. THIS CONTRACTOR SHALL,AS PART OF THE CONTRACT, FURNISH AND INSTALL ALL INCIDENTALS,SUCH AS PIPING FITTINGS,VALVES,ETC. REQUIRED TO COMPLETE THE INSTALLATION OF THE 3. JOINTS AND DUCTWALL PENETRATIONS I. INSTALL AIR SEPARATOR(AS)IN HOT WATER PIPING SYSTEMS TO ALLOW AIR TO ESCAPE. UP TO 1-1/2" 1-1/2" EQUIPMENT. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL,ELECTRICAL,PLUMBING AND SPRINKLER DRAWINGS FOR EXACT LOCATIONS OF FIXTURES AND EQUIPMENT INCLUDING TYPES AND QUANTITIES. 2"AND UP 2" of HCw a. SEAL ALL DUCT JOINTS AT TAKEOFFS,ACCESS DOORS,DAMPER BEARING PENETRATIONS(VENTLOK HIVEL 641 AND 609),AND �E Y STANDARDS AND CODES: FLEXIBLE DUCT CONNECTIONS ETC., WITH HARDCAST INC.VERSAGRIP 102 OR APPROVED EQUAL. 1. PROVIDE AUTOMATIC AIR VENT EQUAL TO TACO HY VEBT#400 CONDENSATE PUMPS: �� ER��R. �- A. 2014 NEW YORK CITY BUILDING CODES. I. CONSTRUCTION: EXPANSION PROVISIONS: A. AUTOMATIC CONDENSATE VERTICAL PUMPS. ,,. B. 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 1.NO SHARP METAL EDGES SHALL EXTEND INTO AIR STREAMS. A. INSTALLATION OF PIPING MUST ALLOW FOR EXPANSION USING OFFSETS,LOOPS,SWING JOINTS,EXPANSION JOINTS,ETC. AS SHOWN B. FLOAT OPERATED CONTROL AND SECOND FLOAT SWITCH TO OPERATE A WARNING SIGNAL AND REPLAY TO STOP THE AIR CONDITIONING C. ASHRAE STANDARDS AS APPLICABLE. AND NECESSARY TO PREVENT UNDUE STRAIN. TAKE-OFFS FROM MAINS TO RUNOUTS SHALL NOT HAVE LESS THAN THREE ELBOW UNIT. (PROVIDE REQUIRED REPLY). cc•Q tip or SWINGS. ,o D. SMACNA MANUALS AS APPLICABLE. 2.INSTALL DRIVE SLIPS ON AIR LEAVING SIDE OF DUCT WITH SHEET METAL SCREWS ON 6"CENTERS. �, E. NATIONAL FIRE PROTECTION ASSOCIATION. C. SIMILAR TO LITTLE GIANT NO.VCL-45S, UL LISTED,115 VOLTS,1/5 HP,3.5 AMPS,15 FT HEAD,389 GALLONS PER HOUR CAPACITY. ROriss'A�P F. ALL EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES INC.(U.L.)APPROVED. 3.SPIN IN COLLARS SHALL NOT BE USED. B. MAINS AND RISERS WITH LOOPS OR OFFSETS SHALL BE SECURELY ANCHORED TO STRUCTURE SO AS TO IMPART EXPANSION TOWARDS �/�7/4� REFRIGERATION WORK: LOOP OR OFFSETS. ANCHOR SHALL BE CONSTRUCTED OF HEAVY FORGED WROUGHT IRON,SECURED TO PIPE AND TO STRUCTURE. METERS,GAUGES AND INDICATORS: J. JOINTS: PROVIDE VIBRATION ISOLATION AS REQUIRED. Status: AI A. REFER TO EQUIPMENT MANUFACTURERS FOR ALL REQUIRE METER,GAUGES,INDICATORS,THERMOMETERS AND PRESSURE GAUGES ALL REFRIGERATION WORK,INCLUDING THE CHARGING AND/OR RECLAIMING REFRIGERANT,SHALL BE CONDUCTED BY EPA CERTIFIED 1.LONGITUDINAL LOCK SEAMS SHALL BE DOUBLE LOCKED AND FLATTENED TO MAKE TIGHT JOINTS. C. PROVIDE PIPE ALIGNMENT GUIDES AS REQUIRED TO GUIDE EXPANDING PIPE TO MOVE FREELY FROM ANCHOR POINTS TOWARD AND THEIR EXACT LOCATION AND MOUNTING REQUIREMENTS FOR ALL EQUIPMENT INSTALLED OR MODIFIED UNDER THIS PROJECT. TECHNICIANS AND PREFORMED IN ACCORDANCE WITH THE FEDERAL CLEAN AIR ACT AND AS AMNIENDED BY LOCAL JURISDICTION. EXPANSION JOINTS,OFFSET,ETC. Issued for BLllld111 Pert EXAMINATION OF EXISTING CONDITIONS: 2.MAKE TRANSVERSE JOINTS,FIELD CONNECTIONS,COLLAR ATTACHMENTS AND FLEXIBLE CONNECTIONS TO DUCT AND EQUIPMENT B. PRESSURE GAUGES: WITH SHEET METAL SCREWS OR BOLTS AND NUTS.DO NOT USE RIVETS AND STAPLES. PIPE HANGERS: Copyright: © 2023 AVGA BEFORE SUBMITTING PROPOSALS BIDDERS SHALL VISIT THE SITE AND CAREFULLY EXAMINE THOSE:PORTIONS OF THE BUILDING 1. INSTALL PRESSURE GAUGES AT INLET AND OUTLET OF EACH PUMP AND HEAT EXCHANGER AND WHEREVER SHOWN ON DRAWINGS. K. PREFABRICATED TRANSVERSE DUCT JOINTS: A. PIPE HANGERS FOR 2"PIPE AND SMALLER SHALL BE"GRINNELL"FIG.NO.CT65 ADJUSTABLE WROUGHT IRON. FOR 2-1/2"TO 4"PIPE THE THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS AFFECTED BY THE WORK SO AS TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL ATTEND THE HANGERS SHALL BE"GRINNELL"FIG.NO.CT266 ADJUSTABLE WROUGHT IRON OR APPROVED EQUAL. HANGER RODS SHALL BE OF THE 2. WATER SERVICE: PROVIDE BRASS SHUTOFF COCK AND PRESSURE SNUBBER. PREPARED BY ANDREW V.GIAMIBERTONE AND ASSOCIATES,ARCHITECTS,P.C. EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE 1.TRANSVERSE JOINTS IN GALVANIZED SHEET METAL DUCT WORK MAYBE MADE WITH GALVANIZED GASKETED FRAME AND ANGLE DUCT FOLLOWING DIAMETERS (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. TIIFSE DOCUMENTS AND LATER CLAIMS FOR LABOR OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN ARE SERVICES FORTHEUSESOLELY WITH RESPECT TO TITS PROJECT.UNIESS JOINT SYSTEM BY DUCTMATE,TDF,TDC OR APPROVED EQUAL.ANGLES SHALL BE AT LEAST 20 GAUGES.PREFABRICATED TRANSVERSE 3. PRESSURE GAUGES SHALL BE 4"DIAMETER BOURDON SPRING TYPE AS MANUFACTURED BY U.S.GAUGE,LONERGAN,TRERICE,MARCH, OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE FORESEEN HAD SUCH AN EXAMINATION BEEN MADE,AS DETERMINED BY THE ARCHITECT,WILL NOT BE RECOGNIZED. DocUMENTS AND STT.AL.L RETAIN ALL COMMONLANXI,STATUTORY AND OTHER DUCT JOINTS SHALL NOT BE USED FOR DUCT 16 GA.AND HEAVIER,NOR FOR 23 GA.AND LIGHTER. PIPE SIZE ROD DIAMETER MAXIMUM SPACING ASHCROFT,OR APPROVED EQUAL. RE.SERVP.D RIGHTS THAT TIIESE DOCUMENTS SIIUJ. NOT BE USED BY THE OWNER, OR OTIIF.RS, ON OTITE.R PROJECTS FOR ADDITIONS TO THIS PERMITS AND CERTIFICATES: PROJECT, OR FOR TIIE COMPLETION OF THIS PROJECT FOR OTIIERS. L. ELBOWS AND BENDS 1-1/4"AND BELOW $" 6'0" 4. ALL GAUGES SHALL BE FITTED SO AS TO BE READILY READABLE FROM THE FLOOR. THIS CONTRACTOR SHALL GIVE NECESSARY NOTICES,FILE DRAWINGS AND SPECIFICATIONS WITH THE DEPARTMENTS HAVING 1-1/2"TO 2" 8" 8'0" P6ottcd: k�'ednesda�,Nla�29,202-t-11:25am tlx: kspcar JURISDICTION,OBTAIN PERMITS OR LICENSES NECESSARY TO CARRY OUT THIS WORK AND PAY ALL FEES REQUIRED. 1.ELBOWS AND BENDS FOR RECTANGULAR DUCTS SHALL HAVE CENTERLINE RADIUS OF 1.5 TIMES THE DUCT WIDTH AND FUME HOOD 2 1/2"TO 3" z" 8'-01, C. THERMOMETERS: Fi!c: ):\7100\Dra ing Filcs\'P1[I?L:NCI,AVLS-F1n'i'I'sL\7100 AI7.t.dxcg 11 EXHAUST SHALL BE FULL RADIUS WHENEVER POSSIBLE. SUBMITTALS: 2.WHERE CENTERLINE RADIUS IS LESS THAN 1.5 TIMES DUCT WIDTH(ON SUPPLY,RETURN AND EXHAUST DUCTWORK),ELBOWS SHALL B. FOR PIPING IN MECHANICAL EQUIPMENT ROOM: SPRING HANGER ISOLATORS SIMILAR TO MASON INDUSTRIES TYPE 30N OR APPROVED 1. INSTALL THERMOMETERS AT INLET AND OUTLET OF EACH WATERSIDE HEAT EXCHANGER AND WHERE SHOWN ON DRAWINGS. EQUAL. ELECTRONIC(E-MAIL)OR FAXED SUBMISSIONS OF SHOP DRAWINGS WILL NOT BE ACCEPTED.ALL SHOP DRAWINGS OR CUT SHEETS MUST BE RADIUS THROAT WITH RADIUS HEEL AND FULL LENGTH SPLITTER VANES WHEN REQUIRED.WHEN CENTERLINE RADIUS(R)DIVIDED BY 2. THERMOMETERS SHALL BE OF SEPARABLE WELL,ADJUSTABLE 9"VERTICAL TYPE DIAL AS MANUFACTURED BY AMERICA,TRERICE, BE SUBMITTED AS PRINTED COPIES IN SUITABLE QUANTITIES FOR DISTRIBUTION(MINIMUM 5 COPIES OR AS SPECIFIED BY ARCHITECT) THE DUCT WIDTH(W)IS LESS THAN 1.5,PROVIDE THE FOLLOWING NUMBER OF SPLITTER VANES: RAN BETWEEN 1.49 AND 0.7=1;R/W C. PROVIDE PIPE STANDS,SUPPORTS,HANGERS AND OTHER SUPPORTING APPLIANCES AS NECESSARY TO SUPPORT WORK REQUIRED BY WEISS,OR APPROVED EQUAL. title: BETWEEN 0.69 AND 0.6=2;RAN BETWEEN 0.59 AND 0.55=3.MINIMUM INSIDE RADIUS(NOT CENTERLINE)SHALL BE 2".INSTALL VANES IN CONTRACT DOCUMENTS. Mechanical PRIOR TO SHIPMENT OF EQUIPMENT,TO ANY FABRICATION OF DUCTWORK OR PIPING,OR THE START OF INSTALLATION OF SYSTEM ACCORDANCE WITH SMACNA. 3. ALL THERMOMETERS SHALL BE INSTALLED IN SUCH A MANNER AS TO CAUSE A MINIMUM OF RESTRICTION OF FLOW IN THE PIPES AND COMPONENTS,SUBMIT COORDINATED SHOP DRAWINGS,CATALOG CUT SHEETS,AND SCHEDULES TO THE ENGINEER FOR APPROVAL. D. SELECT AND SIZE PIPE HANGERS AND SUPPORTS IN COMPLIANCE WITH THE LATEST EDITION OF MSS MANUALS SP-58, SP-69 AND SP-89. SO THAT THEY CAN BE EASILY READ FROM THE FLOOR. MATERIALS AND EQUIPMENT REQUIRING SHOP DRAWING SUBMITTAL,AND OTHER ITEMS REQUIRING SUBMISSION,INCLUDE BUT NOT 3.FOR ROUND DUCTWORK PROVIDE STAMPED ELBOWS,WITH CENTERLINE RADII EQUAL TO 1-1/2 TIMES DUCT DIAMETER,OR GORED Specifications LIMITED TO THE FOLLOWING: ELBOWS AS FOLLOWS: PIPING TESTS: 4. INSTALL ALL PIPE MOUNTED THERMOMETERS IN THERMOWELLS FILLED WITH HEAT TRANSFER COMPOUND. A.BOILERS AND ALL ANCILLARY EQUIPMENT AND ACCESSORIES. ELBOW ANGLE NUMBER OF GORES A. WORK OF THIS CONTRACTOR SHALL INCLUDE THE FURNISHING OF ALL TESTING INSTRUMENTS,GAUGES,PUMPS AND OTHER 5. SELECT AND INSTALL THERMOMETERS/THERMOWELLS SO THAT TIP OF STEM IS AT LEAST MIDSPAN OF THE PIPE CROSS SECTION BUT B.AIR CONDITIONING AND AIR HANDLING EQUIPMENT. 0° 36* 2 EQUIPMENT REQUIRED OR NECESSARY TESTS,REQUIRED BY CODE AND REGULATIONS AS REQUIRED BY THE LOCAL INSPECTOR. LESS THAN THE PIPE DIAMETER. Scale: As Noted C.ALL PIPING MATERIALS AND ACCESSORIES. 37°-72° 3 VIBRATION ISOLATION: D.HANGERS AND SUPPORT INCLUDING VIBRATION ISOLATION EQUIPMENT. B. TESTS: NO TEST SHALL BE STARTED UNTIL SYSTEMS HAVE BEEN CLEANED. PROVIDE TEMPORARY PIPING AND CONNECTIONS FOR drawn: PF E.SHEET METAL STANDARDS AND DETAILS. 73 -90" 5 TESTING, FLUSHING OR DRAINING SYSTEMS TO BE TESTED. IF LEAKS DEVELOP,REPAIRS SHALL BE MADE AND TESTS REPEATED. A. PROVIDE VIBRATION ISOLATION FOR EQUIPMENT,PIPING AND DUCTWORK. PROVIDE SUPPLEMENTARY STEEL WHERE EQUIPMENT F.DUCTWORK LAYOUT. 4.SQUARE THROAT ELBOWS SHALL HAVE DOUBLE THICKNESS TURNING VANES. SECURELY FASTEN VANES TO RUNNERS FOR QUIET, TESTS SHALL BE CONTINUED UNTIL SYSTEMS OPERATE WITHOUT ADJUSTMENTS AND REPAIR TO EQUIPMENT OR PIPING. TESTS ARE CANNOT SUSTAIN POINT SPRING LOADS. G.PIPING LAYOUT. FURTHER SPECIFIED UNDER OTHER PARAGRAPHS OF THIS SECTION. TEST REQUIREMENTS SPECIFICALLY INCLUDE,BUT ARE NOT H.INSULATION(ALL TYPES). VIBRATION FREE OPERATION. LIMITED TO THE FOLLOWING: B. SEISMIC RESTRAINT: THIS CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ISOLATED EQUIPMENT AS REQUIRED IN I. ELECTRIC HEATERS AND ACCESSORIES. J. DAMPERS(ALL TYPES). M. ROUND DUCTWORK: C. ALL PIPING INSTALLED SHALL BE TESTED AS DESCRIBED BELOW. ACCORDANCE WITH THE REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. K. FANS AND ACCESSORIES. 1. SPIRAL SEAM CONSTRUCTION. GALVANIZED STEEL. GAUGES:HIGH PRESSURE DUCT MANUAL,LATEST EDITION. C. PROVIDE LEVELING DEVICE AND APPROVED RESILIENT RESTRAINING DEVICES AS REQUIRED TO LIMIT EQUIPMENT AND PIPING MOTION IN M701 L.CURBS AND PITCH POCKETS. D. HYDROSTATIC TEST OF PIPING: M.ALL DUCTWORK ACCESSORIES. EXCESS OF a INCH. 2. FITTINGS:HIGH PRESSURE DUCT MANUAL.CONICAL TEES AND CROSSES,UNLESS OTHERWISE PERMITTED. D. RUBBER PADS NOT ACCEPTED. 5. SPLIT SYSTEM AC UNIT: TO BE CONTROLLED BY A WALL MOUNTED PROGRAMMABLE COOLING AND HEATING THERMOSTAT. PROVIDE E. ALL FLOOR MOUNTED EQUIPMENT SHALL BE ERECTED ON FOUR INCH(MINIMUM)CONCRETE PADS PROVIDED UNDER GENERAL HOT WATER CONTROL VALVE. CONSTRUCTION OVER THE COMPLETE FLOOR AREA OF THE EQUIPMENT,COORDINATE WITH GENERAL CONTRACTOR. 6. AT EACH ROOFTOP AC UNIT,A FIRESTAT SET AT 200 DEGREES F WILL SHUT THE SYSTEM DOWN IN THE EVENT OF EXCESSIVE HIGH F. UNLESS OTHERWISE NOTED,SPRING TYPE VIBRATION ISOLATORS SHALL BE USED FOR ALL EQUIPMENT DRIVEN BY MOTORS OF 3 HP AND TEMPERATURE. LARGER. ;. 7. EACH FAN OVER 2000 CFM SHALL BE PROVIDED WITH A NEW DUCT MOUNTED SMOKE DETECTOR OF THE IONIZATION TYPE IN THE G. UNLESS OTHERWISE NOTED,EQUIPMENT DRIVEN BY MOTORS 2 HP AND SMALLER SHALL BE ISOLATED BY MEANS OF ELASTOMETIC SUPPLY DUCT OUT OF AND RETURN DUCT INTO EACH UNIT,WHICH WILL STOP THE SUPPLY FAN SHOULD PRODUCTS OF MOUNTS OR ELASTOMERIC HANGERS PROPERLY SIZED FOR i INCH DEFLECTION. COMBUSTION BE SENSED. PROVIDE AUXILIARY CONTACTS AND MANUAL RESET SMOKE DETECTOR. H. EQUIP SPRING ISOLATORS WITH SOUND DEADENING PADS AND LEVELING BOLTS. DUCT MOUNTED DETECTOR SHALL BE SIMILAR TO PYROTRONICS MODEL SA-31 SERIES 3/X3 AIR DUCT HOUSING WITH POWER SUPPLY FOR SELF CONTAINED UNIT OPERATION AND WITH COVER SERIES 3 IONIZATION DETECTORS. 1. ISOLATORS FOR EQUIPMENT INSTALLED OUTDOORS SHALL BE DESIGNED TO PROVIDE ADEQUATE RESTRAINT DUE TO NORMAL WIND CONDITIONS AND TO WITHSTAND WIND LOADS OF 30 LBS/SQ.FT.APPLIED TO ANY EXPOSED SURFACE OF THE ISOLATED EQUIPMENT. THE CONTRACTOR TO PROVIDE DETECTOR,WIRED BY ELECTRICAL CONTRACTOR. J. PROVIDE WEATHERPROOF CONSTRUCTION FOR ISOLATORS EXPOSED TO OUTSIDE AIR CONDITIONS. B. EMERGENCY BOILER CUTOFF GLASS SWITCH: K. AT EACH EQUIPMENT LOCATION,PROVIDE THE REQUIRED DEFLECTION UNDER THE IMPOSED LOAD AND PRCDUCE UNIFORM LOADING 1. THE CONTRACTOR SHALL FURNISH AND INSTALL A NEW REMOTE CONTROL SWITCH,ASCO OR APPROVED EQUAL,AT THE LOCATION AND DEFLECTION EVEN WHEN EQUIPMENT WEIGHT IS NOT EVENLY DISTRIBUTED. SHOWN ON THE PLAN. THE SWITCH SHALL BE SURFACE MOUNTED TYPE,WITH ALL ALUMINUM CONSTRUCTION AND NEMA TYPE II DRIP PROOF ENCLOSURE. (CONTROL WIRING FOR THE SWITCH SHALL BE NEW AS RECOMMENDED BY MANUFACTURER). L. VIBRATION ISOLATORS: NOTE THAT WHERE LISTED,REFERENCE IS TO MASON INDUSTRIES INC. C. INSTALL THE ELECTRICAL COMPONENTS FOR THE AUTOMATIC CONTROLS IN ACCORDANCE WITH THE LATEST NEC AND/OR AS AMENDED M. SPRING ISOLATORS: FOR CEILING MOUNTED EQUIPMENT: TYPE 30N. AND REVISED BY LOCAL GOVERNING CODES. FOR FLOOR MOUNTED EQUIPMENT: TYPE SLF. ANDREW Ve D. MOUNT ALL PIP MOUNTED LIQUID AND GAS TEMPERATURE CONTROLS AND INDICATING DEVICES IN THERMOWELLS, N. FLEXIBLE CONNECTORS: ELASTOMER TYPE FC-1; MANUFACTURED OF NYLON TIRE CORD AND EPDM, BOTH MOLDED AND CURED WITH HYDRAULIC PRESSES. STRAIGHT CONNECTORS TO HAVE TWO SPHERES REINFORCED WITH A MOLDED IN EXTERNAL DUCTILE IRON RING E. PROVIDE A PETCOCK OR SHUTOFF VALVE FOR ALL PIPE MOUNTED PRESSURE CONTROLS AND INDICATING DEVICES,OTHER THAN GIAMBE'JPL%TONE BETWEEN SPHERES. ELBOWS SHALL BE LONG RADIUS REDUCING TYPE,RATED 300 PSI AT 170 DEG.F.DROPPING IN A STRAIGHT LINE TO SAFETY CONTROLS,TO FACILITATE SERVICE REMOVAL. 170 PSI AT 250 DEG.F. FOR SIZES 1-1/2 INCH TO 12 INCH ELBOWS. ELBOWS SHALL BE RATED NO LESS THAN 90 PERCENT OF STRAIGHT CONNECTIONS. SIZE 10 INCH AND 12 INCH TO EMPLOY CABLES WITH NEOPRENE ENID FITTINGS ISOLATED FROM ANCHOR PLATES BY F. MECHANICAL CONTRACTOR SHALL INSTALL ALL AUTOMATIC CONTROL VALVES,THERMOSTATS,THERMOSTAT SUBBASES,SAFETY & A OCI A ESMEANS OF z INCH BRIDGE BEARING NEOPRENE BUSHINGS. MINIMUM SAFETY FACTOR,4 TO 1 AT MAXIMUM PRESSURE RATINGS. CONTROLS,WELLS AND OTHER PIPE MOUNTED CONTROL DEVICES FURNISHED BY THE AUTOMATIC CONTROL SUBCONTRACTORCTSUBMITTALS TO INCLUDE TEST REPORTS. MASON TYPE MFTNC SUPERFLEX. UNDER THE SUPERVISION OF THE AUTOMATIC CONTROL CONTRACTOR. lJ 0. EQUIPMENT ISOLATION: PROVIDE 1 INCH CLEARANCE BETWEEN EQUIPMENT OR STRUCTURAL BASES AND HOUSEKEEPING PAD. FIRE EXTINGUISHERS: ISOLATING MOUNTING DEFLECTION,1 INCH MINIMUM UNLESS OTHERWISE SPECIFIED OR SCHEDULED ON DRAWINGS. THE CONTRACTOR SHALL FURNISH IN EACH BOILER ROOM ONE(1)10 LB.ABC TYPE DRY CHEMICAL FIRE EXTINGUISHER AS MANUFACTURED ® ARCHITECTS P. INSTALLATION: IN ACCORDANCE WITH SPECIFICATIONS AND MANUFACTURER'S WRI17EN INSTRUCTIONS. BY KIDDIE&CO.OR APPROVED EQUAL,AND SHALL BE MOUNTED ON WALL BRACKET WITH HIGH VISIBILITY SIGN IN THE BOILER ROOM NEAR THE DOOR AND/OR AS DIRECTED BY THE ENGINEER. CONSTRUCTION METHODS: 62 Elm Street IDENTIFICATION OF EQUIPMENT AND CONTROLS: A. CONTRACTOR TO FOLLOW MANUFACTURER'S RECOMMENDATIONS AND BUILDING STANDARDS FOR PROPER MOUNTING OF ALL Huntington, NY 11743 ALL EQUIPMENT SHALL BE STENCILED OR LABELED WITH LAMACOID PLATES SCREWED THEREON WHICH SHALL INDICATE SYSTEM SERVICE EQUIPMENT. AND UNIT DESIGNATION. ALL PIPING SYSTEMS SHALL BE IDENTIFIED AS TO THEIR CONTENT AND DIRECTION DF FLOW WITH MARKERS B. ALL FLOOR MOUNTED EQUIPMENT TO BE MOUNTED WITH VIBRATION ISOLATORS IN AN APPROVED MANNER. PROVIDE ADDITIONAL SIMILAR TO SETON SETMARK PIPE MARKERS EVERY 25 FEET OF HORIZONTAL RUN AND MINIMUM ONE PER ROOM.MOTOR STARTERS Telephone: 631.367.0050 SHALL BE PROVIDED WITH LAMACOID PLATES,WHICH INDICATE SYSTEM SERVED. EACH MARKER BACKGROUND IS TO BE COLOR CODED FRAMING AS REQUIRED. WITH A CLEARLY PRINTED LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE CONFORMANCE WITH"SCHEME FOR THE IDENTIFICATION OF C. SUPPORT ALL CEILING MOUNTED EQUIPMENT AND DUCTWORK FROM BUILDING STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER. Fax: 631.367.6636 PIPING SYSTEMS (ASA Al3.1-1956). WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS AND EQUIPMENT,PROVIDE ADDITIONAL STEEL VALVE TAGS AND SYSTEM CHARTS: FRAMING AND SUBMIT FOR APPROVAL. GiambertoneArchitects.com MINIMUM 2 INCHES DIAMETER ALUMINUM TAGS WITH IDENTIFICATION NUMBER AND SYSTEM NUMBER FOR ALL VALVES AND CONTROLS. D. SEAL ALL WALL,FLOOR AND SLAB PENETRATIONS AS PER THE REQUIRED RATING OF SAME: TWO(2)HOURS FOR WALLS;AND THREE(3) FASTEN WITH HEAVY ALUMINUM OR BRASS HOOKS OR CHAIN. CHART OF ALL SYSTEMS TO BE SCHEMATIC FLOW DIAGRAM WITH LOCATION HOURS AT STAIR ENCLOSURES,BEAMS AND FLOORS. COORDINATE WITH ARCHITECTURAL DRAWINGS. AND FUNCTION OF ALL TAGGED VALVES. MOUNT ON WOOD PLAQUE WITH CLEAR PLASTIC LAMINATIONS COVERING DIAGRAMS. E. SEAL OPENING AROUND DUCTS THROUGH PARTITIONS,WALLS,FLOORS AND SLABS(NOT IN SHAFTS)WITH MINERAL WOOL OR OTHER SLEEVES AND PENETRATIONS: NONCOMBUSTIBLE MATERIALS AND FINISH AS DETERMINED BY ARCHITECT OR EXISTING BUILDING STANDARDS. A. PIPE SLEEVES: SLEEVES THROUGH FLOORS AND THROUGH EXTERIOR,STRUCTURAL AND FIRE RATED CONSTRUCTION SHALL BE HOT F. PROVIDE ALL NECESSARY FLASHING AND COUNTER FLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY OF THIS BUILDING AS DIPPED GALVANIZED SCHEDULE 40 STEEL PIPE. SLEEVES THROUGH PARTITIONS AND NON FIRE RATED CONSTRUCTION SHALL BE 26 REQUIRED BY THE INSTALLATION OR REMOVAL OF PIPES,DUCTS,AND CONDUITS,PROVIDE SLEEVES FOR DUCT AND PIPING. E M.9 FREEMAN ENGINEERING,PLLC GAUGE GALVANIZED STEEL WITH LOCK LONGITUDINAL SEAMS,OR APPROVED PLASTIC PIPE. G. CONTRACTOR TO COORDINATE EXACT LOCATION OF ALL EQUIPMENT,DUCT ROUTING WITH ARCHITECT,BUILDING OWNER AND OTHER TRADES. 3555 Veterans Memorial Hwy B. DUCT SLEEVES AND OPENINGS: SLEEVES THROUGH FLOORS,THROUGH EXTERIOR,STRUCTURAL AND FIRE RATED CONSTRUCTION 'S Suite Q AND THROUGH SMOKE PARTITIONS THAT REQUIRE SMOKE DAMPERS SHALL BE SCHEDULE 40 GALVAN12ED STEEL PIPE FOR ROUND I ,EQUIPMENT START UP AND TESTING: Ronkonkoma NY 11779 DUCT AND SHALL MEET SMACNA FIRE DAMPER AND HEAT STOP GUIDE FOR RECTANGULAR AND FLAT OPAL DUCTS. FIREPROOF PACKING SHALL BE APPLIED TO SEAL ANY OPENINGS BETWEEN SLEEVE AND WALL. MATERIALS SHALL WIAINTA►N THE FIRE RATING W: 631-648-0577 A. UPON COMPLETION OF ALL SYSTEMS,PROVIDE THE SERVICES OF AN EXPERIENCED AND COMPETENT MANUFACTURER'S OF THE WALL,AND SHALL BE INSTALLED IN ACCORDANCE WITH THE SMACNA FIRE DAMPER AND HEAT STOP GUIDE. OPENINGS IN REPRESENTATIVE TO START UP ALL HVAC SYSTEMS AND EQUIPMENT TO DEBUG ANY PROBLEMS. PROVIDE TEMPORARY FILTERS TO �s�NEEa�4 WALLS,PARTITIONS AND OTHER FIRE RATED CONSTRUCTION THAT DO NOT REQUIRE SMOKE DAMPERS SHALL MEET NFPA 90A, freemanen o tonline.net SECTION 3-3.8. ELIMINATE CONSTRUCTION AND DEBRIS. INSTALL PERMENANT FILTERS PRIOR TO BUILDING OCCUPANCY BY OWNER. g� P C. PIPE SLEEVE PACKING: PACKING BETWEEN THE PIPE AND THE SLEEVE(OR WALL OR SLAB OPENING)IN FIRE RATED WALLS OR SLABS B. AN ACTUAL TEST OF THE SPECIFIED EQUIPMENT SHALL BE CONDUCTED BY THE MANUFACTURER'S REPRESENTATIVE. DURING THE SHALL BE IN COMBINATION OF FIREPROOF INSULATION AND FIREPROOF CAULK. THE COMBINATION OF MATERIALS SHALL HAVE THE TEST,THE MANUFACTURER SHALL DEMONSTRATE TO THE SATISFACTION OF THE OWNER THAT THE SPECIFIED EQUIPMENT IS SAME FORE RATING,IN HOURS,AS THE WALL OR SLAB,AS TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM-814(UL OPERATING IN CONFORMANCE WITH THESE SPECIFICATIONS. prof ect: 1479).THE COMBINATION OF MATERIALS SHALL BE CLASSIFIED BY UL,(FILL,VOID OR CAVITY MATERIALS)FOR THE FIRE RATING C. UPON COMPLETION OF THE STARTUP AND TESTING WORK,THE MANUFACTURER SHALL CERTIFY IN WRITING THAT THE SPECIFIED REQUIRED AND SHALL BE LISTED AS A NUMBERED SYSTEM IN THE UL FIRE RESISTANCE DIRECTORY. FIBERGLASS SHALL NOT BE USED AS THE INSULATION MATERIAL. EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THAT ALL SYSTEM COMPONENTS ARE OPERATING PROPERLY,SAFELY,AND AT THE SPECIFIED PERFORMANCE REQUIREMENTS. The Enclaves D. ACCEPTABLE FIREPROOF INSULATION MATERIALS SHALL BE KAOLIN(KAOWOOL BY BABCOCK AND WILCO));CERAMIC FIBER BLANKET (FIBERFRAX BY STANDARD OIL)OR FIRE RATED MINERAL WOOL(THERMARBER 13Y USG). ACCEPTABLE FIREPROOF CAULKS SHALL BE SILICONE(FIRESTOP BY DOW CORNING,HILTI CS240); CERAMIC FIBER(FYREPUFTY BY STANDARD OIL)OR INTUMESCENT SYNTHETIC AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO OCCUPANCY OF THIS FACILITY,THIS CONTRACTOR MUST PROVIDE ON SITE ELASTOMER(FIRE BARRIER CAULK BY 3M,HILTI CS2420) DEMONSTRATION AND INSTRUCTION/TRAINING TO STAFF FOR USER PROCEDURES PERTAINING TO ALL HVAC SYSTEMS,CONTROLS AND E. PACKING FOR SLEEVES THAT DO NOT REQUIRE MAINTENANCE OF FIRE RATING SHALL BE OAKUM,SILICATE FOAM,CERAMIC FIBRE OR MAINTENANCE REQUIREMENTS. CONTRACTOR MUST SUBMIT ALL"OPERATION AND MAINTENANCE"MANUALS AND"AS BUILT"DRAWINGS MINERAL FIBRE WITH APPROVED SEALANT. PACK OR FOAM TO WITHIN 1"OF WATERPROOF MASTIC SURFACE FINISH OR SILICONE PRIOR TO SCHEDULING THIS TRAINING. CAULKING. 56655 Route 25 GENERAL BALANCING REQUIREMENTS: Southold, New York A. PROVIDE QUALIFIED PERSONNEL,EQUIPMENT AND SERVICES FOR BALANCING AND ADJUSTING OF MECHANICAL SYSTEMS. SUBMIT RESUMES AT DEMONSTRATION OF BALANCING MEETING. PERSONNEL SHALL BE:EXPERIENCED AND QUALIFIED TO PERFORM, RECORD,EVALUATE ALL PROCEDURES CONTAINED HERE AND/OR AS OUTLINED ON DRAWINGS. L B. SUBMIT PROCEDURES,RECORDING FORMS,AND TEST EQUIPMENT FOR REVIEW PRIOR TO BALANCING,AS FOLLOWS: j o U number: 1. BALANCING PROCEDURE OR SEQUENCE AS CONTAINED HEREIN. 1 V-003/71 00 2. RECORDING FORMS USED FOR BALANCING MUST BE SUBMITTED TO ARCHITECT FOR APPROVAL BEFORE BALANCING IS STARTED. date: 3. FAILURE TO SUBMIT FORMS MAY RESULT IN REJECTION OF ENTIRE SUBMITTAL. 4. SUBMIT DESCRIPTION OF BALANCING EQUIPMENT BEING USED. 08.21 .23 25% SD ISSUED FOR REVIEW C. BALANCING SHALL NOT BEGIN UNTIL ALL SYSTEMS HAVE BEEN INSTALLED COMPLETELY AND ARE CAPABLE OF NORMAL OPERATION. 09.06.23 80% SD ISSUED FOR REVIEW AIR SYSTEM BALANCING: 09.22.23 DD FOR REVIEW & COORDINATION A. A TESTING AGENCY CERTIFIED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU(NEBB)OR THE TESTING,ADJUSTING,AND 09.29.23 80% DD ISSUED FOR REVIEW BALANCING BUREAU(TABB)SHALL BALANCE,ADJUST AND TEST MOTORS,SYSTEMS,AIR MOVING EQUIPMENT AND DISTRIBUTION, 1 0.1 2.23 50% CD ISSUED FOR PERMIT SUPPLY,RETURN AND EXHAUST SYSTEMS,PER THE REQUIREMENTS BELOW,UP TO 3 SEPARATE TIMESTO SATISFY THE REQUIREMENTS OF THE ENGINEER: 11 .15.23 FOR REVIEW & COORDINATION 1. ADJUST BLOWER RPM TO DESIGN REQUIREMENTS AND RECORD. TEST AND RECORD MOTOR FULL LOAD AMPERES.CONTRACTOR O 1 .10.24 ISSUED FOR PERMIT SHALL REPLACE SHEAVES AND PULLEYS AS NECESSARY TO ACHIEVE THE SPECIFIED PERFORMANCE. 02.07.24 ISSUED FOR B I D 2. MAKE PITOT TUBE TRANSVERSE OF MAIN SUPPLY,RETURN AND EXHAUST AND OBTAIN DESIGN CFM AT FANS. 03.22.24 RE-ISSUED FOR BUILDING PERMIT 3. TEST AND RECORD SYSTEM STATIC PRESSURE SUCTION AND DISCHARGE. 04.29.24 ISSUED FOR ADDENDUM NO.2 4. TEST AND RECORD ENTERING AIR TEMPERATURES. 05.22.24 ISSUED FOR ADDENDUM NO.3 5. BALANCE AND ADJUST SUPPLY AIR SYSTEMS IN FINISHED AREAS OF BUILDING: a. BALANCE AND ADJUST AS REQUIRED TO DELIVER VOLUME OF AIR IN EACH AIR OUTLET WITHIN 101/c OF DESIGN FLOW SHOWN IN DRAWINGS. b. READJUST AIR VOLUMES AFTER OCCUPANCY, AS REQUIRED TO PROPERLY BALANCE HEATING AND COOLING LOADS THROUGHOUT CONDITIONED AREAS. 6. BALANCE SUPPLY AIR SYSTEMS IN UNFINISHED AREAS: a. SUPPLY AIR SYSTEMS SHALL BE BALANCED AFTER INSTALLATION OF ITEMS RELATED TO SAME SYSTEMS WITH EXCEPTION OF DUCT TAPS TO AIR DIFFUSERS IN INTERIOR ZONES. b. BALANCE AS REQUIRED TO DELIVER AIR VOLUME AT OUTLETS 10%OF DESIGN FLOW SHOWN IN DRAWINGS. �.�Eof Ww y c. PROVIDE SUFFICIENT TEMPORARY OPENINGS IN INTERIOR ZONE DUCT SYSTEMS TO ADJUST INTERIOR ZONE AIR VOLUMES. d. READJUST AIR VOLUMES AFTER COMPLETIONS AND OCCUPANCY,AS REQUIRED TO PROPERLY BALANCE HEATING AND COOLING LOADS THROUGHOUT CONDITIONED AREAS. ' 7. ADJUST TOILET EXHAUST AND RELIEF AIR SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS WITHIN 10%OF DESIGN ^fl• �� FLOW. S 40A/� 8. ADJUST MISCELLANEOUS VENTILATION SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS AND OUTLETS WITHIN 10%OF 141 Ol`� DESIGN FLOW. status: a. BALANCING REPORT MUST BE PROVIDED ON AABC-TYPE FORMS. b. COMPILE TEST DATA AND SUBMIT TO ARCHITECT FOR APPROVAL. Issued for BuAding Permit c. IF QUESTIONS ARISE,TESTS OR PORTIONS OF TESTS SHALL BE REPEATED IN PRESENCE OF ARCH TECT. copyright: © 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS WATER BALANCING AND ADJUSTING: PREPARED I3Y ANDREW V.GIANIIIERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUNIENTS OF ALGA. THIiSE DOCUMENTS ARE SF.RNTCES FOR T'HF USE SOLELY ICTTH RESPECT TO THIS PROJECT.UNLESS A. MAKE ADJUSTMENTS AS REQUIRED TO DELIVER WATER VOLUMES AT COILS AND EQUIPMENT WITHIN A MAXIMUM OF 5%OF DESIGN OTHERNCTSE PRON'IDED, AVGA S}HALT,RE DEEMED THE AUTHOR of THESE FLOW,OR AS REQUIRED TO PROPERLY BALANCE COOLING AND HEATING LOADS THROUGHOUT CONDITICNED AREAS. RESERVED R AND SHALL RETAIN DOCUMLL ENTS S A L sN T BE U AND OTHER RESERVED RIGHTS THAT THESE DOCUNIENI'S SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS B. ADJUSTMENT IN WATER VOLUMES SHALL BE MADE IN MANNER SATISFACTORY TO ARCHITECT. PROJECT, OR FOR THE COMPLETION OF TTIIS PROJECT FOR OTHERS. P1OM& )C'cdncsdai�,i11a1.29,202a-11:25am Bv: kspear C. REPORTS ON SYSTEM PERFORMANCE SHALL INCLUDE: nn.2.dwg 1. MANUFACTURER,SIZE,TYPE,LOCATION INCLUDING ROOM NUMBER,AND ZONE OF EACH COIL AND PIECE OF EQUIPMENT. 2. DESIGN AN ACTUAL WATER FLOW. LL11 3. COMPLETE NAMEPLATE DATA FOR EACH PIECE OF EQUIPMENT REPORTED. fide:4. COMPLETE IDENTIFICATION OF DATA. ��hn����' AUTOMATIC CONTROLS: Specifications A. THIS CONTRACTOR IS TO FURNISH AND INSTALL,AS REQUIRED,ELECTRONIC ANALOG CONTROLS,ALL NECESSARY COMPONENTS, scale: As Noted CONTROL WIRING,INTERLOCK WIRING,CONTRACTORS,RELAYS,STARTERS,CONTROL TRANSFORMERS,ALARMS,EQUIPMENTS,ETC. TO ACHIEVE DESIRED CONTROL OPERATION FOR THE AIR CONDITIONING AND HEATING SYSTEMS. MECHANICAL CONTRACTOR IS TO drawn: PF RETAIN THE SERVICES QUALIFIED AUTOMATIC CONTROL CONTRACTOR. 1. AIR CONDITIONING UNIT: SHALL BE CONTROLLED BY WALL MOUNTED 2-STAGE COOLING AND HEATING THERMOSTAT AND CONTROLS. UNIT TO CYCLE ON AND OFF TO MAINTAIN DESIGNED ROOM TEMPERATURE. 2. COMMERCIAL TOILET EXHAUST FANS: TO RUN VIA WALL MOUNTED PROGRAMMABLE 7 DAY TIME CLOCK. 3. RESIDENTIAL TOILET EXHAUST FANS: TO RUN VIA WALL MOUNTED SWITCHES. M-7 . 2 4. HEATING SYSTEM: PROVIDE ELECTRONIC BOILER CONTROL WITH DOMESTIC HOT WATER PRIORITY. KEY TO SYMBOLS ABBREVIATIONS ''' - DUCTWORK PIPING INSTRUMENTATION EE UIQ PMENT A AMPERES EWBT ENTERING WET BULB NITS NOT TO SCALE EXISTING DUCTWORK TO REMAIN EXISTING PIPING TO REMAIN N TI T THERMOSTAT BASEBOARD RADIATION -` 0 A/C UNIT AIR CONDITIONING UNIT EWT ENTERING WATER TEMPERATURE OA OUTSIDE AIR V7'�7 EXISTING DUCTWORK TO BE REMOVED _ EXISTING PIPING TO BE REMOVED O HUMIDISTAT CABINET NEATER ACCU AIR COOLED CONDENSING UNIT EXH EXHAUST ON OUTSIDE AIR INTAKE AHU AIR HANDLING UNIT EXP EXPANSION TANK OED OPEN ENDED DUCT __- NEW DUCTWORK �--- NEW PIPING DUCT MOUNTED UNIT HEATER ------ NEW DUCTWORK W/ACOUSTICAL LINING C CONDENSATE PIPING FIRESTAT ALT ALTERNATE (E) EXISTING OD OUTSIDE DIAMETER -� ASHRAE AMERICAN SOCIETY OF HEATING, DUCT UNDER POSITIVE PRESSURE HORIZONTAL UNIT HEATER (ER) EXISTING TO BE REMOVED PD PRESSURE DROP Owl (SUPPLY AIR OR FAN DISCHARGE) -HWS-� HOT WATER SUPPLY © GAS DETECTOR REFRIGERATING AND AIR-CONDITIONING 'F DEGREES FAHRENHEIT PDISCH PUMPED DISCHARGE -HWR HOT WATER RETURN ® PUMP ENGINEERS F & T FLOAT AND THERMOSTATIC PRESS PRESSURE DUCT UNDER NEGATIVE PRESSURE �S REMOTE TEMPERATURE SENSOR AFD ADJUSTABLE FREQUENCY DRIVE FA FREE AREA S (RETURN OR OUTSIDE AIR) �-CHWS� CHILLED WATER SUPPLY 0 COILS ( Q. FT.) PSI POUNDS PER SQUARE INCH --CHWR-ij CHILLED WATER RETURN DD DUCT DETECTOR AFF ABOVE FINISHED FLOOR FAI FRESH AIR INTAKE (R) RELOCATED DUCT UNDER NEGATIVE PRESSURE > CENTRIFUGAL FAN OR PUMP ACT ACOUSTICAL CEILING TILE FC FLEXIBLE CONNECTION RA RETURN AIR (EXHAUST) �---RFGT-S REFRIGERANT PIPING RM REFRIGERANT LEAK DETECTOR AS AIR SEPARATOR FDMPR FIRE DAMPER W/ ACCESS DOOR RND ROUND (400) SUPPLY DIFFUSER, (AIR QUANTITY IN 4-GAS--� GAS PIPING AUTO AUTOMATIC FD FLOOR DRAIN RFGT REFRIGERANT ANDREW V. ® CUBIC FEET PER MINUTE) GCS--S GLYCOL COOLING SUPPLY TH TEMPERATURE AND HUMIDITY RECORDER ELECTRIC HEATER BB BASEBOARD FLA FULL LOAD AMPERES READ REQUIRED (400) RETCUBIC FEET RN REGISTER, MINUTE)UANTITY IN PS -� LOW PRESSURE R GLYCOL OOGSTEAMRETURN LD LIQUID DETECTOR CEILING EXHAUST FAN BLR BOILER FLR FLOOR RA FAN RETURN FAN BG BOTTOM GRILLE FPM FEET PER MINUTE RG RETURN GRILLE GIAMBERTONE RECTANGULAR DIFFUSER WITH �-CPC LOW PRESSURE CONDENSATE T PRESSURE GUAGE BLR HP BOILER HORSEPOWER FPS FEET PER SECOND RHG REFRIGERANT GAS BLANKING PLATE & ASSOCIATES CENTRIFUGAL ROOF FAN BLDG BUILDING FIR FLOOR REGISTER RLL REFRIGERANT LIQUID S.R. SUPPLY REGISTER DIRECTION OF FLOW ❑F FLOW SWITCH BOD BOTTOM OF DUCT FT FEET RLA RATED LOAD AMPS �-�S.G. SUPPLY GRILLE (C.O. CLEANOUT a R.R. RETURN REGISTER PIPE TURNING UP 4 THERMOMETER VARIABLE FREQUENCY DRIVE BOP BOTTOM OF PIPE FOR FUEL OIL RETURN RR RETURN REGISTER ® ARCHITECTS R.G. RETURN GRILLE 7 BOS BOTTOM OF STEEL FOS FUEL OIL SUPPLY RSL REFRIGERANT SUCTION D PIPE TURNING DOWN EP ELECTRIC PNEUMATIC SWITCH IRS-'' CHILLER, LIQUID BR BOTTOM REGISTER FD/AD FIRE DAMPER AND ACCESS DOOR RM ROOM 0 LOUVER & SCREEN x BOTTOM PIPE TAP RL DIRECT EXPANSION BHP BRAKE HORSEPOWER FSD/AD FIRE/SMOKE DAMPER W/END SWITCH RPM REVOLUTIONS PER MINUTE © LINEAR DIFFUSER TOP PIPE TAP PE PNEUMATIC ELECTRIC SWITCH BTU BRITISH THERMAL UNIT AND ACCESS DOOR SA SUPPLY AIR 62 Elm Street H BTUH BTU PER HOUR G GAS SAG SUPPLY GRILLE 106 TR 10" BY 6" TOP REGISTER - CAPPED PIPE ESAP ENVIRONMENTAL SENSOR ALARM PANEL CENTERLINE GA GAUGE SDMPR SMOKE DAMPER Huntington, NY 11743 150 150 CFM SUPPLY AIR BREAKPIPE CHWP CHILLED WATER PUMP GAL GALLON SF SQUARE FEET F&T TRAP © MANUAL POTENTIOMETER PLATE HEAT EXCHANGER CHWS CHILLED WATER SUPPLY GC GENERAL CONTRACTOR SF SUPPLY FAN Telephone: 631.367.0050 10xl� TR(TG) 10" BY 6" TOP REGISTER LOW PRESSURE DRIP 15 ) 150 OP GRILREEfURN AIR -� F- UNION CO CARBON DIOXIDE SENSOR CHWR CHILLED WATER RETURN GEN GENERATOR SOV SHUT-OFF VALVE Fax: 631.367.6636 CC COOLING COIL GPM GALLONS PER MINUTE SPEC SPECIFICATION 10" BY 6" BOTTOM REGISTER STRAINER C CD CEILING DIFFUSER HCWR COMBINATION HOT/CHILLED SR SUPPLY REGISTER 1�0x BR(BG) BOTTOM GRILLE CFM, GiambertoneArchitects.com 150) 150 CFM RETURN CUBIC FEET PER MINUTE WATER RETURN ST PR STATIC PRESSURE AIR FHB HOSE BIBB EQUIPMENT CLEARANCE ZONE / CG CEILING GRILLE HCWS COMBINATION HOT CHILLED SST STAINLESS STEEL VOLUME DAMPER a FLOOR DRAIN, F.D. CLG CEILING WATER SUPPLY TAL TOTAL ACTIVE LENGTH ANNOTATION CNDS CONDENSATE DRAIN HEX HEAT EXCHANGER TAO TRANSFER AIR OPENING !J SUPPLY AIR FLOW -� I- FLEXIBLE CONNECTION CONNECT TO EXISTING® CO CLEAN OUT HT HEIGHT TBR TO BE REMOVED -d~T- RETURN AIR FLOW - RA COD CONTINUED ON DRAWING FIR HOUR TEMP TEMPERATURE RISE IN DUCTWORK (IN DIRECTION i AUTOMATIC AIR VENT LIMIT OF REMOVAL CR CEILING REGISTER HPS HIGH PRESSURE STEAM TG TRANSFER GRILLE E E M 9 FREEMAN ENGINEERING,PLLC OF AIR FLOW) VALVES ti CRAC COMPUTER ROOM AIR CONDITIONER HWP HOT WATER PUMP TOD TOP OF DUCT �"�. 3555 Veterans Memorial Hwy -Bi DROP IN DUCTWORK (IN DIRECTION - - TRIPLE DUTY VALVE CRP CONDENSATE RETURN PUMP HWR HOT WATER RETURN TOS TOP OF STEEL Suite Q OF AIR FLOW Ue UNDERCUT DOOR 3-WAY VALVE CT COOLING TOWER HWS HOT WATER SUPPLY TR TOP REGISTER Ronkonkoma, NY 11779 -- FD/AD FIRE DAMPER AND ACCESS DOOR / CU FT CUBIC FEET HZ FREQUENCY TRR TRANSFER RETURN REGISTERS W: 631-648-0577 FSD AD CU IN CUBIC INCHES IN INCH OR INCHES TRD TRANSFER RETURN DUCT �NE7~R ' FIRE/SMOKE DAMPER W/END SWITCH AUTOMATIC CONTROL VALVE CUH CABINET UNIT HEATER IPS IRON PIPE SIZE TYP TYPICAL freemaneng@optonline.net ' AND ACCESS DOOR NOTES �- BALL VALVE CW COLD (DOMESTIC) WATER KW KILOWATT UH UNIT HEATER BD GRAVITY BACKDRAFT DAMPER 1 . THIS PORTION OF THE PROJECT IS EXEMPT FROM 20. FURNISH AND INSTALL SMOKE DUCT DETECTORS IN EACH AIR CWP CONDENSER WATER PUMP L LENGTH UV UNIT VENTILATOR BASKET STRAINER MOTORIZED DAMPER W/END SWITCH SEISMIC CONSTRAINTS. CONDITIONING UNIT RETURN DUCT GREATER THAN 2000 CFM. CWS CONDENSER WATER SUPPLY LAT LEAVING AIR TEMPERATURE UNO UNLESS NOTED OTHERWISE project: M� CONTRACTOR SHALL PROVIDE INTERCONNECTION AND WIRE TO ] CAP DUCT -Kp - BUTTERFLY VALVE 2. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES THE FIRE ALARM CONTROL PANEL IF REQUIRED. DUCT CWR CONDENSER WATER RETURN LBS POUNDS V VOLTS FLEXIBLE DUCTWORK AND AUTHORITIES HAVING JURISDICTION. DETECTORS SHALL HAVE REMOTE TEST STATIONS LOCATED IN DEMO DEMOLITION LDBT LEAVING DRY BULB TEMPERATURE VD VOLUME DAMPER The Enclaves IIIIIIIIIII 4� CHECK VALVE THE OFFICE NEAR THE RESPECTIVE THERMOSTATS. VERIFY CODE DB DRY BULB LEMCS LOCAL EMERGENCY MOTOR VAV VARIABLE AIR VOLUME UNIT - FLEXIBLE CONNECTION - FLOW CONTROL VALVE 3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED REQUIREMENTS FOR DUCT DETECTORS IN BOTH THE SUPPLY DC DRY COOLER CONTROL SWITCH VENT VENTILATION AIR GATE VALVE PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. AND RETURN AIR STREAMS. DIA, 0 DIAMETER LID LINEAR DIFFUSER VFD VARIABLE FREQUENCY DRIVE -D4-- O SMOKE DAMPER --p.�- GLOBE VALVE 4. THESE DRAWINGS, AS PREPARED, ARE DIAGRAMMATIC BUT 21. THE ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DMPR DAMPER LF LINEAR FEET W WIDTH SHALL BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE DEFECTS AND CONTRACTOR SHALL REPAIR AND / OR REPLACE DN DOWN LPS LOW PRESSURE STEAM W/ WITH MOTOR OPERATED VALVE PROJECT AND THE WORK OF THE TRADES WILL PERMIT. ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE DWG DRAWING LPCR CONDENSATE RETURN W/0 WITHOUT 56655 Route 25 EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE DX DIRECT EXPANSION LWBT LEAVING WET BULB TEMPERATURE WB WET BULB OUTSIDE SCREW YOKE COORDINATE EXACT LOCATIONS, MOUNTING HEIGHTS, AND OF ACCEPTANCE BY ARCHITECT OR ENGINEER. REQUIRED CLEARANCES WITH EQUIPMENT SUPPLIER AND ALL EA EACH LWT LEAVING WATER TEMPERATURE WC WATER COLUMN Southold, New York -�gE- PLUG VALVE TRADES PRIOR TO INSTALLATION. 22. ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND EXA EXHAUST AIR MAX MAXIMUM WG WATER GAUGE APPROVAL OF THE ARCHITECT AND OWNER. THE ARCHITECT EAT ENTERING AIR TEMPERATURE MBH THOUSAND BTU PER HOUR WMS WIRE MESH SCREEN - - PRESSURE REDUCING VALVE 5. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES BETWEEN EC ELECTRICAL CONTRACTOR MC MECHANICAL CONTRACTOR - SHUTOFF BALANCING VALVE THE EQUIPMENT INDICATED WITHIN THE MECHANICAL DRAWINGS FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE UNLESS OTHERWISE NOTED. FIELD VERIFY LOCATION AND PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF EDBT ENTERING DRY BULB TEMPERATURE MCA MINIMUM CIRCUIT AMPS job number: �S DIMENSIONS PRIOR TO FABRICATION AND/OR INSTALLATION. ALL PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. ECH ELECTRIC CABINET HEATER MOD MOTORIZED DAMPER __ SOLENOID VALVE EQUIPMENT SHALL BE UL LISTED. THE CONTRACTOR SHALL CORRECT ANY AND ALL WORK ARISING EDH ELECTRIC DUCT HEATER MIN MINIMUM 16-003/7100 FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE PRESSURE RELIEF VALVE 6. MECHANICAL CONTRACTOR SHALL REFER TO DRAWINGS FOR ALL SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST TO EF EXHAUST FAN MOT MOTOR TRADES AND PERFORM ,ALL WORK INDICATED AS MECHANICAL THE OWNER. EL ELEVATION NFPA NATIONAL FIRE PROTECTION ASSOC. date: CONTRACTOR WORK. ELEC ELECTRIC (N) NEW 23. PROVIDE MANUAL BALANCING DAMPERS AS REQUIRED EOD END OF DUCT NC NORMALLY CLOSED 7. FURNISH AND INSTALL FIRE DAMPERS WITH RATED TO PROPERLY BALANCE EACH INDIVIDUAL AIR 08.21 .23 25� SD ISSUED FOR REVIEW ACCESS DOORS AT ALL DUCT PENETRATIONS DISTRIBUTION SYSTEM. IF THE LOCATION OF THE EQ EQUAL NIC NOT IN CONTRACT THROUGH FIRE RATED WALLS, SMOKE AND FIRE BALANCING DAMPER IS NOT DEFINED ON THE EUH ELECTRIC UNIT HEATER NO NORMALLY OPEN 09.06.23 80% SD ISSUED FOR REVIEW STOPPING, SHAFTS, FLOORS, RATED CEILINGS AND DRAWINGS, THE FOLLOWING MINIMUMS STANDARDS # NUMBER 09.22.23 DD FOR REVIEW & COORDINATION PARTITIONS AS REQUIRED TO MAINTAIN ARCHITECTURAL SHALL GOVERN: ALL SUPPLY, RETURN, AND EXHAUST NPT NATIONAL PIPE THREAD 09.29.23 80% DD ISSUED FOR REVIEW FIRE RATINGS. PROVIDE CEILING RADIATION DAMPERS MAIN BRANCHES FROM TRUNKS, EACH SPLIT AND ALL AT ALL MEMBRANE PENETRATIONS OF HORIZONTAL SUB-BRANCHES FROM MAINS SHALL INCORPORATE 10.12.23 50% CD ISSUED FOR PERMIT FLOOR/CEILING ASSEMBLIES. REFER TO THE BALANCING DAMPERS. 11 .15.23 FOR REVIEW & COORDINATION ARCHITECTURAL PLANS AND SPECIFICATIONS FOR LOCATIONS AND FIRE RATING REQUIREMENTS. 24. THE CONTRACTOR SHALL, UPON COMPLETION OF PROJECT, 01 .10.24 ISSUED FOR PERMIT PERFORM A COMPLETE TEST AND BALANCE OF ALL EQUIPMENT MECHANICAL GENERAL 02.07.24 ISSUED FOR BID INTERPRETATION OF SINGLE LINE DUCTWORK 8. ALL ROOF PENETRATIONS SHALL BE AT THE CONTRACTOR'S IREGU ,COMPLIANCE PLANS AND WRITTEN LSPEC CODES, IFICATIONS. 03.22.24 RE-ISSUED FOR BUILDING PERMIT EXPENSE. COORDINATE WITH OWNER'S ROOFING CONTRACTOR SO AS NOT TO VOID ANY EXISTING ROOF WARRANTIES. CONTRACTOR SHALL PROVIDE A WRITTEN REPORT TO THE DESCRIPTION OF WORK SCOPE WHERE DUCTWORK IS SHOWN SINGLE LINE, FOLLOWING SHALL APPLY FOR ACTUAL DUCT CONSTR. ARCHITECT. ALL CAPACITIES MUST BE SET TO WITHIN ±10% OF AMOUNTS INDICATED ON THE FLOOR PLAN AND SCHEDULES. 04.29.24 ISSUED FOR ADDENDUM N0.2 SINGLE LINE ACTUAL CONSTRUCTION 9. EACH UNIT GENERATING CONDENSATE SHALL BE PROVIDED WITH MECHANICAL EQUIPMENT FOR NEW HOTEL SPACE. TO INCLUDE 05.22.24 ISSUED FOR ADDENDUM NO.3 A CONDENSATE DRAIN WITH EXTERNAL, 4" DEEP P-TRAP. ROOFTOP HVAC UNITS DUCTLESS SPLIT SYSTEMS EXHAUST DOUBLE THICKNESS TURNING 25. UPON COMPLETION OF INSTALLATION SYSTEM INSTALLERS ' EXTEND DRAIN TO A ROOF MOUNTED SPLASH PAD OR AN FANS, MAKEUP AIR UNITS, DEDICATED OUTDOOR AIR SUPPLY VAN1=S (EITHER TYPE ELBOW ACCEPTABLE LOCATION REQUIRED BY CODE. SHALL PROVIDE WITH ONE (1) FULL SIZE SET OF AS BUILT UNITS AND ALL DUCTWORK, PIPING, INSULATION, WIRING, AT CONTR. OPTION-SUBJECT DRAWINGS, AS WELL AS AUTOCAD AND PDF FORMATS. CONTROLS SUPPORTS ETC. REQUIRED FOR A COMPLETE AND ELBOW TO 'SPACE CONDITIONS). 10. DUCT WORK SHALL BE CONSTRUCTED OF GALVANIZED FUNCTIONAL SYSTEM. ' SHEET STEEL IN STRICT COMPLIANCE WITH THE 26. IN CONCEALED LOCATIONS WHERE PIPING, OTHER THAN a A,B SHALL BE PROPORTIONAL LATEST EDITION THE ASHRAE NFPA AND SMACNA CAST-IRON OR STEEL, IS INSTALLED THROUGH HOLES OR TO AIR QUANTITY, 4" (10cm) , , NOTCHES IN STUDS, JOISTS, RAFTERS OR SIMILAR MEMBERS MIN. IF A or B IS LESS THAN STANDARDS. ALL DUCTS TO HAVE PITTSBURGH TYPE ' 4" (,10cm), USE TAP DETAIL. LOCK FOR LONGITUDINAL SEAMS AND DRIVE SLIP / LESS THAN 1 1/2 INCHES FROM THE NEAREST EDGE OF THE VOLUME DAMPER IN SHORTER "S" SLIP FOR TRANSVERSE JOINTS. "DUCT-MATE" MEMBER, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES. SPLIT OR PROTECTIVE STEEL SHIELD PLATES HAVING A MINIMUM THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST TAKE-OFF CONSTANT VOL. SYSTSRANCH. VARIABLE VOL. SYST. JOINT SYSTEM IS ACCEPTABLE IN LIEU OF PRIOR PRINTING. SEAM SYSTEMS. DUCT WORK SHALL BE FULLY THICKNESS OF 0.0575 INCHES (NO. 16 GAUGE) SHALL COVER INSULATED AS PER APPLICABLE CODES AND WRITTEN THE AREA OF THE PIPE WHERE THE MEMBER IS NOTCHED OR o SPECIFICATIONSLL_ . BORED, AND SHALL EXTEND NOT LESS THAN 2 INCHES ABOVE �ofWWr VOLUME DAMPER SOLE PLATES AND BELOW TOP PLATES. a ADJUSTABLE TAP UP TO 1000FPM Q 11 . PROVIDE 1 " INTERNAL ACOUSTICAL LINING ON SUPPLY a� TAP TAKE-OFF OVER 1000 FPM USE V.D. ONLY AND RETURN DUCTWORK UP TO 15'-0" FROM UNIT. 27• DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR F SUP LY RETURN LEAKAGE BY ONE OF THE FOLLOWING METHODS: 1. ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE MEASURED 12. DRAWINGS ARE DIAGRAMMATIC AND ALL DUCTWORK WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 � A. OFF�3ET IN VERTICAL PLANE SHOWN MUST BE FIELD VERIFIED AND COORDINATED PA) ACROSS THE SYSTEM, INCLUDING THE ARa�sSto�P�� 1 SHALL BE MADE WITH WITH ALL TRADES AND STRUCTURES BEFORE MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED DRAWING NO. TITLE q/a� SMOOTH FITTINGS. FABRICATION. DUCT SIZES SHOWN ON DRAWINGS ARE RISE OR DROP ELEVATION INSIDE DIMENSIONS, INCREASE DUCT SIZES AS AT THE TIME OF THE TEST. ALL REGISTERS SHALL BE M0.1 MECHANICAL SYMBOLS AND GENERAL NOTES REQUIRED FOR INTERNAL LINING. TAPED OR OTHERWISE SEALED DURING THE TEST. M2.1 MECHANICAL LOWER LEVEL KEY PLAN status: 2. POST CONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE OFFSET IN HORIZONTAL PLANE 13. ALL METAL DUCT AND AIR DISTRIBUTION DEVICES SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH M2.1a MECHANICAL LOWER LEVEL PLAN SHALL BE MADE WITH INSULATED WITH 75 DENSITY FOIL-BACKED INSULATION WITH W.G. (25 PA) ACROSS THE ENTIRE SYSTEM, INCLUDING Issued for BuAdinv Permit HORIZONTAL SMOOTH FITTINGS. FIRE AND SMOKE RATING 25-50. R-VALUE SHALL BE R-6 THE MANUFACTURER'S AIR HANDLER ENCLOSURE. M2.1b MECHANICAL LOWER LEVEL PLAN copyright: © 2023 AVGA OFFSET WHEN DUCT IS LOCATED INSIDE OF THE BUILDING AND R-8 REGISTERS SHALL BE TAPED OR OTHERWISE SEALED M2.2 MECHANICAL FIRST FLOOR KEY PLAN WHEN LOCATED OUTSIDE OF THE BUILDING OR WITHIN THE DURING THE TEST. THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS - PLENUM OVER LINEAR SUPPLY OR RETURN EXTERIOR ENVELOPE ASSEMBLY. EXCEPTION: A DUCT AIR LEAKAGE TEST SHALL NOT BE M2.2a MECHANICAL FIRST FLOOR PLAN PREPARED BY ANDREW V.GIAMBERTONEANDASSOCIATES,ARCHITECTS,PC. PLENUM (AVGA)FOR TI IIS PROJECT,ARE INSTRUNfENTS OF AVGA. THESE DOCLIDfBNTS OVER DIFFUSER OR GRILLE REQUIRED WHERE THE DUCTS AND AIR HANDLERS ARE ARE SERNICES FOR THE USE SOLELY VTnr RESPECT TO THIS PROJECT.UNLESS DIFFUSER 1 -CONICAL FITTINGS 14. UNLESS OTHERWISE NOTED, ALL SUPPLY TAKEOFFS SHALL LOCATED ENTIRELY WITHIN THE BUILDING THERMAL M2.2b MECHANICAL FIRST FLOOR PLAN OTIII_'R�1NT' PROVIDED,SLID, AVGA SHALL BE MNLDEEMED THE AUTHOR of TTHEE DOCUMENT'S AND SI fAI,L RETAIN ALL COMMONLAW,STATUTORY AND OTHER HAVE A MANUAL VOLUME CONTROL DAMPER. ENVELOPE. A WRITTEN REPORT OF THE RESULTS OF THE RESERVED RIGHTS THAT THESE DOCUMFNTS SHALL NOT BE USED BY THE - REGULATION OF VOLUME DAMPER SHALL BE M2.3 MECHANICAL SECOND FLOOR KEY PLAN OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS CONN. TO LINEAR ACCESSIBLE THROUGH THE FACE OF DIFFUSER TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. DIFFUSER PLENUM 15. ANY ADJUSTABLE PATTERN CONTROLLER OR BLADE SHALL BE TEST AND PROVIDED TO THE CODE OFFICIAL. M2.3a MECHANICAL SECOND FLOOR PLAN FIELD SET BY THE INSTALLING CONTRACTOR AS INDICATED ON Pi„Ifea: Alednesday,N1ay29,2024-11:221m By: kspear FLD FIRE RATED M2.3b MECHANICAL SECOND FLOOR PLAN File: �710o Dra.im r;<<s�rltr;r,Nicl.:whs-}1orF.1.���00Mn.1dwg W L L J - ACCESS DOOR IN DUCT THESE DOCUMENTS. 28. AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS h C FLD MOUNTING TYPE DEPENDS AND SEAMS SHALL COMPLY WITH EITHER THE INTERNATIONAL M2.4 MECHANICAL ROOF KEY PLAN 16. ALL FLEX DUCT SHALL BE UL LISTED, R-6. FOIL-BACKED, MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE, AS - ON AIR VELOCITIES AND DUCT CLASSIFIED AS A CLASS 1 AIR DUCT. MAXIMUM LENGTH IS TO APPLICABLE. AIR HANDLERS SHALL HAVE A MANUFACTURER'S M2.4a MECHANICAL ROOF PLAN FIRE DAMPER SIZE - SEE SPECIFICATIONS. BE 3'-0" PER DROP OR PER LOCAL CODE. DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THAN 2 M2.4b MECHANICAL ROOF PLAN title: HTG. COIL - FLARE/TRANSITION DUCT TO ACCOMMODATE COIL PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN M5.1 MECHANICAL DETAILS Mechanical Symbols 17. THE FINAL LOCATION OF AIR DEVICES MUST BE ACCORDANCE WITH ASHRAE 193. DUCTS, AIR HANDLERS AND -________ COIL WITH FLANGED CONNECTION ALL AROUND COORDINATED WITH THE REFLECTED CEILING PLAN FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL M5.2 MECHANICAL DETAILS AND ALL OTHER MECHANICAL, ELECTRICAL, SPRINKLER, COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE (AS & General Notes Q F� - ACCESS DOORS ARCHITECTURAL, AND STRUCTURAL SYSTEMS. AMENDED), THE 2015 INTERNATIONAL RESIDENTIAL CODE (AS M5.3 MECHANICAL DETAILS HEATING COIL AMENDED), AS APPLICABLE 18. THE CONTRACTOR IS TO MAKE ALL LOW-VOLTAGE WIRING M6.1 MECHANICAL SCHEDULES scale: As Noted OFFSET IN HORIZONTAL CONNECTIONS FOR ALL HVAC EQUIPMENT INCLUDING 29. ALL RESETS FOR CONTROLS SHALL BE AUTOMATIC, UNLESS M6.2 MECHANICAL SCHEDULES PLANE SHALL BE MADE TEMPERATURE CONTROLS, ROOF TOP UNITS, SMOKE DETECTORS SPECIFICALLY NOTED AS MANUAL. drawn: PF WITH SMOOTH FITTINGS. AND CONTACTOR PANEL. M6.3 MECHANICAL SCHEDULES WYE BRANCH 19. PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT M7.1 MECHANICAL SPECIFICATIONS CONNECTIONS TO VIBRATING EQUIPMENT. THESE M7.2 MECHANICAL SPECIFICATIONS CONNECTORS SHALL BE INSTALLED IN CLOSE PROXIMITY TO SUCH EQUIPMENT. MO • >. 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Hotel - Lower Level Floor Key Plan Status: SCALE: 1/16"= V-0" Issue or Buildin Permit copyright: © 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITF.C'S,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HF USE SOLELY V MI RESPECT TO THIS PROJECT.UNLESS OTHER\VISE PROVIDED, AVGA Si1ALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALT.RETAIN ALLCONMONLAW,STATUTORY ANDOTHER RESF.RVT.D RIGHTS THAT'I'I IF DOC,UDIENTS SHAL1. NOT BE USED BY DIE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE CO' PLETION OF THIS PROJECT FOR OTHERS. 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H - Ox4 G23 CD 8x4 �( ' LJ ❑ 10x4 ❑ I 12x6 o _ _ ( CFM) _ o o 56655 Route 25 G.H. = 14'-10' ------ --------- ----- - ------------ ---------------- --------------------------- ------------ ! ------- ----------------- ------ C M --- -J nn 1 ( 0 ID (100) - - - - - - _ - - _ - - - - - - - - - _ - -- - - - - - - - - - - - - - - - ° - _ Southold New York - - - - �EU 1 I r- - - - - -, i ,- - - - -, - - - - - - - - - - - - - - - - - - - � ,- - - - - - - - - - - - -- - - - - O � � - - - - � — ❑ I I I I I I I I HVAC/REFRIG R TION `- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � BY OTHERS I ( I I I I — 19 O job number: � - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ = 1= = = = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = = = = = 1= = = = = _ = = = = =1 �- - - - - - - - - - - - - - - - - - - - - II 16-003 1 L �- - - - - - - - - - -L �- = = = _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /7 00 GOb I' L- - - - - - - - - - ' - -� G.H. = 14'-10" date: 21 .23 25% SD ISSUED FOR REVIEW MATGHLINE "B_' _ L�J _ MATGHLINE "B" Q' I 09.06.23 80% SD ISSUED FOR -r— REVIEW z 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT I 11 .15.23 FOR REVIEW & COORDINATION J 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID ri Hotel - P rtial dower Level Floor Plan 03.22.24 RE-ISSUED FOR BUILDING PERMIT l i M2.1 a SCALE: 1/8"- 1'-0" 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 05.30.24 REVISED & ISSUED FOR PERMIT P�Eof�w Y FR p�O�ES��P �/�J/l status: Issued for Buildin Permit O KEY NOTES SHEET NOTES copy-tight: � 2 2 0 0 3 AVGA 1. 24x10 SUPPLY AND RETURN DUCTWORK DOWN FROM FIRST FLOOR. 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND CWHER DOCUMENTS REQUIRED TO INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS AS PREPARED BY ANDREW V.GlA'\113ERTONE AND ASSOCIATIS,ARCHITECTS,P.C. 2. (AVGA)FOR ITHS PROJECT,ARE INSTRUMENTS OP AVGA. THESE DOCUMENT'S x10 SUPPLY AND RETURN DUCTWORK DOWN FROM FIRST FLOOR. INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY ARE SERVICES FOR T HE USE SOLELY\CTTH RiSPECTTO THIS PROJECT.UNLESS -- - --. -- _.-Q_, OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE ALMIOR OF THESE CODE. Q Q Q Q Q ^ 9 q Q Q Q Q DOCCMI:NTS AND SHALL RETAIN ALLCOMoIONLAW,STATUTORY ANDOTHIiR 3. 26x12 SUPPLY AND RETURN DUCTWORK DOWN FROM FIRST FLOOR. - - I , I �' - --0 RESERw:D RIGHTS THAT THESE DOCUMENTS SHALL NOT nE USED BY THE °� --- - - - -- --0 OWNER, OR OTHERS, ON O'IHIiR PROJECTS FOR ADDITIONS TO THIS 2. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH I �_ — -L — --- --- PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. 4. 10x8 OUTSIDE AIR INTAKE DUCT DOWN FROM FIRST FLOOR. ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING AND OTHER CEILINGRpm. ITEMS AND MAKE MINOR DUCT MODIFICATIONS TO SUIT. °r >><<ttea: �rea„e aay,nl ��,�0�4 11:z3am ►�, ksnear 5. 10x6 EXHAUST AIR DUCT UP TO FIRST FLOOR. - - i ,-----� I I file: f:\7100\Dra\N;ngFilcs\'I'Itt.1;N(:],,\ `YS-1u 1'171,\7looNf2.1.d\vg 3. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO 6. 8x6 EXHAUST AIR DUCT UP TO FIRST FLOOR. UNIT ACCESS PANELS, CONTROLS AND VALVING. -- ------ 7. 20x18 DOWN TO RETURN REGISTER FOR POOL AREA. 4. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT TO THE -- - title: � I UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR INSULATION IF Mechanical 8. 14x6 EXHAUST AIR DUCT UP TO FIRST FLOOR AND UP TO REQUIRED. GOOSENECK ON ROOF. 9. 20x16 EXHAUST AIR DUCT UP TO FIRST FLOOR AND UP TO 5 OTHESPECIFICATIONS OR DUCTWORK GAUGES, BRACING, HANGERS AND _. I Lower Level Plan GOOSENECK ON ROOF. I _-0 __ _____:_- -- 6. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY DUCT TAKEOFF. I I o-- " ° scale: As Noted WHERE BRANCH DUCT TAKEOFF IS ABOVE AN INACCESSIBLE CEILING, PROVIDE CABL-OPERATED VOLUME DAMPER. -1 - ---- -- -- ---- drawn: PF 7. PROVIDE 1" ACOUSTICAL LINING 10FT DOWNSTREAM OF ALL AIR ---- aa.- - -----0 HANDLERS. bd 8. PROVIDE FIRE SMOKE DAMPER AND ACCESS DOOR AT EACH SUPPLY AND Key Plan RETURN DUCT THAT PENETRATES A FIRE RATED ENCLOSURE. Y 0 � 9. ALL DUCTWORK IN POOL AREA TO BE GALVANIZED 316-GRADE SCALE:N.T.S. STAINLESS STEEL. i II F RAW VN 0 Q I s T u 1 2 V w O KEY NOTES - - -Y - - - - - - - - - - - - - - - - - - - 1 26x12 SUPPLY AND RETURN DUCTWORK DOWN FROM FIRST FLOOR. - - - - - - - - - - - - - - - - - - - 2. 28x20 MAKEUP AIR DUCTWORK UP TO FIRST FLOOR. - - - - - - - - - - - - - -I I 3. 20x14 OUTSIDE AIR DUCTWORK UP TO FIRST FLOOR. I I IL - - - _ _ _ _ _ _ _ I I 4. 16x10 SUPPLY AND RETURN DUCTWORK DOWN FROM FIRST FLOOR. HWH CONC. FLUE. I HWH CONC. FLUE. DISCHARGE. 10'-0" I SIZED AS PER ' 5. 18x8 SUPPLY AND RETURN DUCTWORK DOWN FROM FIRST FLOOR. 1 ACCU-C-4 MIN. ABOVE GRADE. I MANUFACTURERS - - - - - - - l i l I I I I -L - - - - - IF= PIT I EC_OMMENDATI I I 5 6. 16x12 SUPPLY AND RETURN DUCTWORK DOWN FROM FIRST FLOOR. ' I I I MANUFACTURERS - - O - - O - - - - - - ( _ _ ' _ _ _ ' _ 7. 24"0 KITCHEN EXHAUST DUCTWORK UP TO FIRST FLOOR. F- P-1 �� - RECOMMENDATIONS. 100 CFM - 1 - EUH-2 ) I I RR 6 8. 16 KITCHEN EXHAUST DUCTWORK UP FROM HOOD. TYPICAL OF 2. L J ' - c 4 II-O (g - - CD4 I I 9. 28x12 MAKEUP AIR DUCT TO TOP OF HOOD. TYPICAL OF 6. 8x (50) 10x R G.H. - II'-°" (100) 3T LOADING , I I I g ANDREW V. GYM i CD GI5 18x8 16x8 10 8 x6 (1 x4 0 G17 ) p I I ' ( (100� 12X I I - 0 I I I 10. 14 KITCHEN EXHAUST DUCTWORK UP TO FIRST FLOOR. Pull x4 ---- --- --� I ' ' GIAMBERTIONE I I u EWH- �. r-� O-7 r i _i r'.H. X�I 1 1 i , I I 11. ROUTE CONDENSATE PIPING TO NEAREST BATHROOM OR JANITOR'S X n IC 14 +-I+1-I � ( I CLOSET. PROVIDE INDIRECT FUNNEL DRAIN WITH AIR GAP AND (- - - - - - - o sE STAIRS i� EG Cp - - - - - _ - - _ _ _ _ - - _ _ _ CONNECT TO EXISTING SANITARY PIPING. MECHANICAL CONTRACTOR +- - { - - - - - - - - - - - - - - - - - O O 9 SHALL OPEN WALLS AS NECESSARY TO CONCEAL NEW & ASSOCIATES � - R o � �I R I I � ' PIPING WITHIN WALLS. MECHANICAL CONTRACTOR SHALL PATCH ANY x -I 0 T w.G. x4 5T 1 I I WALL OPENINGS AND PAINT TO MATCH EXISTING WALLS. 12 I I I I o 10x4 ° Iq - I ;.- / I 12 * ARCHITECTS CD - - FS , I 12. 6x4 EXHAUST DUCT UP TO FIRST FLOOR. (125) _" �" M- I 13. 40x24 OUTSIDE AIR DUCTWORK DOWN FROM FIRST FLOOR. I I I � I O � I 13 0 o I .. I- - - - - - - - - - - - - - - - - - - CD , I - - - - - - - - - - - - - - 14. 28x20 OUTSIDE AIR DUCTWORK DOWN FROM FIRST FLOOR. 62 Elm Street :I I I ii SD/AD 50 X - - - - - - - - - - - - - - - - - - - - - - - - - -I 0 Eil 0� '; 1 E A G.H. = it-o C° I 15. CONCENTRIC FLUE FROM HOT WATER HEATERS UP TO FIRST FLOOR. Huntington, NY 11743 I CHEFS OF . - LE TOR r - - - - D t -- - - - - - - - - -I - 1 5 ' J ' , 1 ' 14 O J c" _ II_o O �- 1 I I SIZE AS PER MANUFACTURERS RECOMMENDATIONS. MA55A E R . ' I f' I" I �F} O - - - - j I I I 16. 10x6 OUTSIDE AIR DUCTWORK DOWN FROM FIRST FLOOR. Telephone: 631.367.0050 G24 MECH. RM. =�: T 14 0 I i GI I LL I Fax: 631.367.6636 I, �':;':• ;;'::;.' <'; cn CD I - 17. INSULATED REFRIGERANT PIPING DOWN FROM ACCU'S ON FIRST ::r: {-� CD jZE GEPTI N o (300) I I - - - - - - - - - - - - - - - - - - - - - - - - - - I MA SAG R O° FLOOR. (4 SETS) - - - - - - J G" 1 `'' 16 ' (1 ° 9 I GiambertoneArchitects.com 1- -� r .f L TO _ I i I I 18. WINE ROOM BLOWER UNITS. SEE SAM TELL DRAWINGS FOR UNIT SCHEDULES. TYPICAL OF 3. O O - ELEVATOR LOBBY FSD/A I 19. INSULATED REFRIGERANT PIPING FROM BLOWER UNITS LOCATED ON - - _ - 16 G01 I TOP OF WINE ROOMS. COORDINATE AND VERIFY SIZING WITH SAM If COIfV �AIELME.� I x c0 CID D350) I S rj' LJ V W TELL AND REFRIGERATION CONTRACTOR. S I Z AS U FA N FREEMAN ENGINEERING,PLLC _ O -� - I 20 20. 20x12 SUPPLY AND RETURN DUCTWORK UP TO FIRST FLOOR. Q��EMA'1r RECOMt'��1D�'� S. 1 1 o ____ - _ ( -I - - - - , - 17 3555 Veterans Memorial H TYPI OF�2. Sp 21. INSULATED REFRIGERANT PIPING DOWN FROM FIRST FLOOR. , . �'�'3' I O 18XR (575) (90) Y, Suite Q TGHEN i r x i Go7 I 22. CONCENTRIC FLUE FROM DIRECT FIRED GAS DUCT FURNACES. SIZE '. Ronkonkoma, NY 11779 C7 5 ' I AS PER MANUFACTURERS RECOMMENDATIONS. TYPICAL OF 4. ' W: 631-648-0577 (� 14x4 CD CD G. . �,y w -' x (200) (300 X ( 23. CONCENTRIC FLUE FROM DRYERS UP TO FIRST FLOOR. SIZE AS PER s�VEER� I - CD oo I freemaneng@optonline.net __( 0) I I MANUFACTURERS RECOMMENDATIONS. TYPICAL OF 2. � - LO - 1�1O _1- - I 00 6 14x8 I I o 16x 10 r0 ect: I 20x 12 G H. =„'_ 117 SHEET NOTES p lox 12 �-f - x I L - - - - - - - - J G.H. = I4-Io° 2 = 1= _ 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR - - - - - - _ - - - - SD DZ' x�0 N I REQUIRED TO INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS AS The Enclaves Ox6 CID I. I INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY 0 i ) O CD CODE. x4 (1350) I 1 QI I CD 8x4 CID 1 Ox4 " oq o RID. I 2. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH y 1 (100) FSD (150) I 1 ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING AND OTHER CEILING 13 CD ' 1 ITEMS AND MAKE MINOR DUCT MODIFICATIONS TO SUIT. 14 15 (300) 3. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO 56655 Route 25 S / D 22 SD AD I UNIT ACCESS PANELS, CONTROLS AND VALVING. _ _ _ 4. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT TO THE Southold, New York - -IJ 21 UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR INSULATION IF I - d J REQUIRED. � 12 �4.G. .- GO6 0job number: _ _ I cv 00 1 5. SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS AND � ' I RR X 1 OTHER REQUIREMENTS. ° (810 � 16-003/7100 II ! `� HWH CONC. FLUE. F716. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY DUCT TAKEOFF. Gam. 11 x8 SIZED AS PER WHERE BRANCH DUCT TAKEOFF IS ABOVE AN INACCESSIBLE CEILING I 19 - -- I MANUFACTURERS PROVIDE CABL-OPERATED VOLUME DAMPER. date: 1 I 1 28 20 1 I �RECO ' MENDATIONS. -71 PIC L OF 2. 7. PROVIDE 1" ACOUSTICAL LINING 10FT DOWNSTREAM OF ALL AIR 24 HANDLERS. 08.21 .23 25% SD ISSUED FOR REVIEW DF-MU U-1 I III 1 I - - - 09.06.23 80% 8. PROVIDE FIRE SMOKE DAMPER AND ACCESS DOOR AT EACH SUPPLY AND SD ISSUED FOR REVIEW I I ' I ,NE GATE 4SIZE AS PER RETURN DUCT THAT PENETRATES A FIRE RATED ENCLOSURE. 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW Go4al O of MANU ACTURERS 6xr 50) XL, RECO MENDATIONS. I 10.12.23 50� - - - - ° I R - -� � ' ' 40x24 CD ISSUED FOR PERMIT 22u 11 .15.23 FOR REVIEW & COORDINATION CONCENTRIC FLUE. SII I AS 01 .10.24 ISSUED FOR PERMIT HVAC/REFRIGERATII ,' ° DF-MUA �2 UAU- I " PER MANUFACTURERS I I I BY OTHERS - J 1 RECOMMENDATIONS. i i 02.07,24 ISSUED FOR BID 30x 1 i I 03.22.24 RE ISSUED FOR BUILDING PERMIT 04.10.24 ISSUED FOR ADDENDUM 1 1 1 27 04.29.24 ISSUED FOR ADDEND M NO.2 3�) 05.22.24 ISSUED FOR ADDENDUM NO.3 WINE RM. T E ANIGAL R I I I - - - - - I ( i - -L - �- - - 004 AC C-5 ; cfl o Cos ( I I N o � M U-2 I I I N 32x2 I I I I I- '' O _ r-CON ENTRIC FLUE. $ Zl AS 29 0 fl A I - - NE CA f/E _ RECOMMENDATIONS. I I '1 Go4b1 �5 R DF= OAS-2 - - - J I I 18 0 l ) ( I I I I I I I j o OAS- cEor Nc-pv r - -- - - - I - - 1Ox4 - N I- - 1 - - - - - - 30 ,cr D 00 HVAC/REFRIGERAT19 I r 1 L J 31 BY OTHERS I �INE GAVE I, I 20x1 G04c OAS- CON ENTRIC FLUE. SIZE �dA �a. �� 1 I I AS PER MANUFACTU ERS Ro Ss�O�A,���f - - - -- - - 1 ( °X° X I RECOMMENDATIONS. O II N I DF-DOA -3 N - EU status: _ _ = �1 - - - - - 'r - I Issued for Buildin Permit G.H. _ � � --. - - 5TORAGE /MECH. x EUH 6 I EUH-5 GOIa ° copyright: 0 2023 AVGA 14"� D ER ER DOCUMENTS GOR ID ' I PRITAR`,DTIES BY ANDREW�V.GIANI[BERfON AODSASSONCIIATES,iARCItITEC'Is,P.C. G�I `- li I (AVGA)FORTiIISPROJECT,ARE INSTRUMENTS OF AVGA. TIIESI? DOCUMENTS CO N C EN R I C " lz I o-- Q - Q Q Q-- ` Q 4 I ARE SERVICES FOR T HE USE SOLELY 6TH RF,SPFCT TO THIS PROJECT.UM.ESS HOU5EKEEPING OFFICE I -- y' p I q OTIIER}C7SE PROVIDED, AVGA SHALL BE DEEMED 7'IIF AUTHOR OF ME, EXHAUS FLUE. Iu I I , -� ---- - DOCUI�NTS AND SHALL RETAIN A1.LC01�IONLAW,STATUTORY AND OTHER D C D I I i,.- - u , SIZE AS PER 75 25 I G I o- �._- - -.tea i -- - RESERVED RIGHTS THAT 77IJiSE DOCUMENTS SIJALL NOT BF.USED BY THE o- 'r' S °�- ® I - D}C'NER, OR OTHI?RS, ON OTHER PROJECTS FOR ADDITIONS TO THIS ® - .- MANUFACTURERS Id �) i� I �� ® � �® ' -_ --^,-_---- --�,, j PROJECT, OR FOR TJJE COMPLETION OF TJJIS PROJECT FOR OTHERS. I RECOMMENDATIONS. : CD ' I -- --- - -- --- : . .: _ aid �0- �fM- EACH) - - - - F U-0 2 Llll�T�A I- - - 3 0- - it -- - ----- -0 4 ut d. C'cdnes la ,Ala 29,20'4 11 L3am Br: ksj car o I , 23 0- - - - - - - ------�-� -` c r ]:\71 0\Drax,tng Files\TI II?I?NCLAVI?S-HOTEL\7100 Al2.l.dNx'g �OLATED I - a. --- I Flt e b b � b I I x 12 ' .. 4' 12 D AD o -- --- = I I ' Aco2 RT n 1 i - °�. -- ---- title: --"- CD h (250) 45 I II I I I I I I - Mechanical � I - 11 1 I I -++-� ---- ,- 1 Lower Level Plan LIN. STORAG _ _ _ _ _ _ - -- - -- - - - - - - scale: As Noted L-T.I 1 EUH-7 I I I ---- 1i I I j W --- drawn: PF - I - - - - - - - - - - ---- ------ A �._ _ I K Plan 1 Hotel Partial Lower Level PlanKey a M2.1 U SCALE: 1/8"== 1'-o" SCALE:N.T.S. M20 I I -----------------------------------------------------------------------------------------------------------------------------------------------------_------- -----------------;-__-___-_-_------___________-_-----------_---_-----_----------_-----_-__----_--_-___-_-____----_-_--------_ ANDREW V. I I I , I GIAMBERTONE � T 1 _ —————————— Q Q --------------------------------------- -------------------------------------------- I I ---�--- - - - --- -- - -- -- -- -- — - - - - - ---- ASSOCIATES ROOM M -- GI ►-— _-_-�� --I-- - ----� H.G.d!.l.E551BI.E RM. I I 1 `\ ® ARCHITECTS 1 I ROOM.1 ROOM.111 j ROOM"I RI 44 ROdd M9 ROOM.10 ROOM.9 II.b Room r5 ROOM.2 1e _-_ _-�?_-_ _-_ IO3 _ _-_-_� _L I ; }, I G.H.=13'-0' - - -' - -- - ----- - - - - -- I � o 6 Elm Street , EvD tb. TM fb, e''' GL BA a ❑ Li. tb. ❑ fd., rd. ❑ fd- GL --I I- ( .i , i c.H.=110•-0'• 1 1 1 4 4 4 4 it DATH I I '� , - — jX TN.ITf BATH AS iH sic BATH M•f f BATH% BATH$5 9ATH.2 1010 I , ' I rL3o] , , IITa I IIOo 1090 W6c IOF..a 0 a C� ir o I/o 0 0 � I Huntington, NY 11743 l� -- - - - - - --�-- - - - - --�-- - - - o --�-- — - - --o -- - a - - — -- -- - - - -- - - - - -- - - - {� — — 1 1 �--- --�-- --�-- �— _� -- �-- ---�- -- I-- I G H=II'-0' n rG o MALE o ®R Telephone: 631.367.0050 12 GH a-0" I I I I p _ G.H.: ' ---- --- ' 113 =4, - - ---- - ----- --- --- -- _ - -- - -- -- --- Fax: 631.367.6636 I i C • N ® �-.B ❑ BA a um Ib�l IOa wm IOsp °ag , i '—i----i - - -- - --------- - x { ----------� — � — GiambertoneArchitects.com 5 ____ - -______ -- ---------- MAR :TIII�-pIAB81' ' i I; 1 I ELtY WOfETI BATH;; �.. I fill 41- - - 5TA Room.18 Room-4 Room.15 ROOM.12 1111I1 ROOM.B ROOM$1 ROOM 44 ROOM.9 ' , l_ - Ry; IIe 116 115 a 112 III 10] 10-1 104 ® '' -- -------------- _ m O o 0 1 S T U V W I I a Po I PI"'Ig'.' o , Ikui t h' I . A --T-- ------- 1� FREEMAN ENGINEERING PLLC cH=m-0° [J' Agl9'V HALLAA G.H. JIL I I o '_ i A" x�" . 3555 Veterans Memorial Hwy , i _ i - "O M I Suite Q - I 11779 . t I �� -. —O , �.�� Y ,�• Ronkonkoma,NY W: 631-648-0577 i 1T=_=T 1 1 Mess roo� TH I1 I r——— , 2 I G01 i c H=u'-O' ® 9atVBi�STA GH=10'-0" NEEA G.H.= I o F , freemaneng@optonline.net T Ti ; ------ I ---------L---�- - --- '-------------- ( _ I I --_ - -- I 22 _--- -. 21 project: --- I 0----- I =_ --- �eI The Enclaves C] - - -------� I I -===-I >� ===�I -_______ ------ --- ----- ------ 25 L-====__= I I I 26 II ! 56655 Route 25 _ I__ 1�== � Southold New York c.H.=n'a1n' I I �I ------ --- - I--- ------ corrA�.2 r=_-- ------ 9 ' ======_ .I job number: --- I T=-_T -- --- == === t -- -- - -- I I--- -- --- 30 16-003 7100 --471", — I I I I r= date: _ 1 _ -_-=?tl -- 42 33 --_—_ ___ _________-_ ____.__T---.------ ----- 34 ; 08.21 .23 25% SD ISSUED FOR REVIEW GH=10'4' II 09.06.23 80% SD ISSUED FOR REVIEW I Gib==- 1 i -- G I 09.22.23 DD FOR REVIEW & COORDINATION GOtfAEi R3 �---� I G H=10'-0" I I I I 09.29.23 80% DD ISSUED FOR REVIEW -�- - ' -- - - --------- 35 10.12.23 50% CD ISSUED FOR PERMIT —r 121 11 .15.23 FOR REVIEW & COORDINATION 6IFT, - ---J G.H..21'_2^ �'li 01 .10.24 ISSUED FOR PERMIT `4 i !STAIR 02.07.24 ISSUED FOR BID _ _ ---------- 36 03.22.24 & RE-ISSUED FOR BUILDING PERMIT - --a - - -1 --- --- 44 I�=_= 1 -- ' ---- - - - __ - - --- ------- _ fir_ T �- ' 04.29.24 ISSUED FOR ADDENDUM NO.2 WrrA6E.4 I� ===�i I[ I I1 l; 1 1 O P R ® i === 1 ' ________ ' _ __ --------------------------------------, 05.22.24 ISSUED FOR ADDENDUM NO.3 I = 1 ------------------ ----------- -i4= ----------------------------------------------- == 14. = 1 ' -_________= I4= - ___________ =�I ----------- I4= `r1=====___=====1�= = --------------I = I i-------------11= `r1=============I F ------------- Hotel - First Floor Ke Plan Status: SCALE: 1/16"= V-0" Issue or Bdchn Permit copyright: © 2023 AVGA THE COPYRIGHT DRAVINGS,SPECIFICAT[ONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAA1BERTONE AND ASSOCIATT?S,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY AM RESPECT TO THIS PROJECT.UNLESS OTHFRMSE PROVIDED, AVGA SHALL,BE DEEMED THE AUTHOR OF THESE DOC:UNIENTS AND SHALL RETAIN At.].COM110NIA\V,STATU"I.ORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON CYPHER PROJECTS FOR ADDITIONS TO THIS PROJECT', OR FOR THE C011PLETION OF TTHS PROJECT FOR OTHERS. Plotted: V7cdnesday,\lay 29,2021-1123am By: kspear File: J:\7100\Drax�ing files\1'I II?1sNCI,AVI?S-1101'FL\7100 i�12 2.d\t,, title: Mechanical First Floor Ke Plan scale: As Noted drawn: PIT M202 _---------- ANDR EW V. - - GIAMBERTONE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- ASSOCIATES - T7 75}- - - - - - -(�7 75� - - - - - - —(27 75� - - - - - - (27 - _ �_ (200 (275) ROOM #1 �1 101 ® ARCHITECTS 3 SR SR SR SR SR SR SR SR SR SR . AGGESSIBLE RM. I I (20 ) (275) G. . = lo° c.H. - n' 10" (275) (275) (275) (275) (275) (275) (275) 00 (275) T s, i � TT �( + I 62 Elm Street ROOM #2t2 _ _ _ ROOM #Iq N N ROOM #17 RODM #14 N N ROOM #(3 ROOM #10 N N ROOM $q ROOM #6 N N ROOM #5 ROOM #2 N N 1 120 O Ilq 117 114 115 I10 Io IOb 105 002 Huntington, NY 11743 AC-12D r AC-119 r AC-117 T AC-114 r AC-1Al� AC-110 Q AC-109 r C-106 r AC-105 T AC-102 r r AC-1 1 Telephone: 631.367.0050 7a - ¢ ---- - ---------- --------- - - -----_--- - - - ------_ _------- -- — - - - - - ----_--__ _ _-__--_ — - - A BAT T 4Fax: 631.367.6636 L. 6 iVi 1 - _ ; � - 14x ., 14 RR RR 1 - 14 8 RR R 14r -�- 1 8 1 -$- 1 8 14x8 iota G1 - 14 0 O TH #q BATH # TH #5 BATH # ) , •ambertOneAYChiteCtS.COm TH #17 v TH #13 � ATH #lo �� � RR RR �� � 0 (550 550 II (550) (550 11 _ I -a (550 550 to I a (550 to a I a 5HR. Ln SFiR. SHR. SHR. SHR. 5HR. X54H KHR SHR. SH HR-1 -3 I HR-1 -4 HR-1 -5 ! I 12 G, CID CID CD 0 CD MAIN HA L CD 1 (200) _ (200) (200) —� (200} 14D 0(200) G.H. = q'-a' 4 ! 1 ! ��E M A FREEMAN ENGINEERING,PLLC 24x8 20x8 14x8 Ox8 8 0 t� 4, `--' FSD/AD 3555 Veterans Memorial Hwy � - - - - - - - - -HR= - - „ FIR 12 E E E E -PANELIGL � Suite = q' ° H. = q' RRD RIK - q o RK R R ' R� RR i40a �. RR� Ronkonkoma NY 11779 1 1 0 6 BATH #1 A #I6 BW-13 A #i2 Ba, #u BA #a BA #7 BA #4 , 6A # EG _ E CONT ON DWG M2.2B _ k T �� - 6 -(6Il - - - �fi.00 - -- 6� fiDD - -- - �60d OQ 3 W: 631-648-0577 II a II a i I a I a I a I a- % 103a 5HR. (5O FM ( ❑1 �❑ EL TOR kEEa��� x freemaneng@optonline.net r 4 , TUB ❑ GL_y GL. ❑ -� TU TUB -_— - ❑ GL. JCL. ❑ GL. �GL. ❑ GL. GL. _T GL. WOM ' OL BATH� ❑ ❑-------_ --- - -_---- ------- - -- - -------- _- __-- --_-_ ----- -- -_-- - - - _ - =-_ - - _ = - ..... — — - - - project: -------- ----- - — , 5HR. EG I � � AC-1 18 AC-1 16 r AC-1 15 AC-1 12 r r AC-1 1 1 AC-108 r AC-107 AC-104 AC-103 A TAIR (50 CFM) ------- ELE TOR 141 _ � - The Enclaves a a NT1NU DWG M2.26 N ROOM #IS ROOM #I6 N N ROOM #15 ROOM #12 N N ROOM #II ROOM #8 N - N ROOM #-I ROOM #4 N N ROOM #3 1 II8 Iib 115 112 III 108 IOl 104 103 t __ Q } + OU REG PION i' ON 7 7 7 777 II TT -6 138 SR = Ir-io° SR SR SR SR SR SR 1 (300) (300) (300) (300) (300) (300) (300) 0 1 ®� 56655 Route 25 SR SR " SR SR SR SR % SR SR , SIR (300) (300) (300) (300) (300) (300) (300) (300) (300) Southold New York 0 0 G.H. 0 0 0 0 0 0 H] 0 0 0 0 0 0 - - - 9 G.H. = 10'_," y ° I I 0 job number: ,TT = - T, 16-003 7100 IT = = = T1 — _ _ _ — I- - - - -I ate: MEN'SPOOLB, G.H�O" 08.21 .23 25% SD ISSUED FOR REVIEW - 1 5HR 09.06.23 80% SD ISSUED FOR REVIEW MATGHLINE "8_ � _ _ = MATGHLINE "B" Q� 09.22.23 DID FOR REVIEW & COORDINATION z , ° 09.29.23 80% DID ISSUED FOR REVIEW Q� 10.12.23 50% CD ISSUED FOR PERMIT SHR C. 11 .15.23 FOR REVIEW & COORDINATION _ 01 .10.24 ISSUED FOR PERMIT - ---_ _ _--_--- 02.07.24 ISSUED FOR BID 1 Hotel- - Partial First Floor Plan ' 03.22.24 � RE-ISSUED FOR BUILDING PERMIT M2.2a SCALE : 1/8"= 1'-0" 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 OF NLW y y'��rc�1C F1t• �-f- A' QY r pRO�ESS50�A O KEY NOTES SHEET NOTES Status: 1. 24x8 SUPPLY DUCTWORK DOWN FROM SECOND FLOOR. 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR Issued for Buildin Permit REQUIRED TO INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS AS 2. 16x10 SUPPLY AND RETURN DUCTWORK DOWN FROM SECOND FLOOR INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY copyright: c0 2023 AVGA AND DOWN TO LOWER LEVEL. CODE. THE COPYRIGHT DR.AXVINGS,SPECIFICATIONS, AND OTHIR DOCUMENTS 3. INSULATED REFRIGERANT PIPING DOWN FROM SECOND 2. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH PRITARED BY ANDREA'V.GI.AMBE':RTONE AND ASSOCIATES,ARCHITECTS,P.C. FLOOR. (5 SETS) ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING AND OTHER CEILING ARESERNIC SFOP°IIEUSr SOLELY VI IINRES OF rCTTO 11 Ils'PROJECT..UNLNESS ITEMS AND MAKE MINOR DUCT MODIFICATIONS TO SUIT. p OTHF.R',XISE PROVIDED, AVGA SILALL Bi-DF.EMFD THE AUTHOR OF THESE. 4. ROUTE CONDENSATE PIPING TO NEAREST BATHROOM O R 4 Q 4---- -- ----4--- ----------- --- ----- -4 , Q Q q DOCUMENTS AND SHALL RETAIN ALL COAIAfONLA1X',STATUTORY AND OII IER o-_--- _ _ _ _ - RESERVED RIGHTS THAT THESE DOCUMENTS SIIAII, NOT BE USED BY 77IE -� --- �- - ? - - OWNER, OR OTHERS, ON OTHER PROJECI:S FOR ADDITIONS TO THIS JANITORS CLOSET. PROVIDE INDIRECT FUNNEL DRAIN WITH 3. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO o--_ _ _ _ - F; - ----�-_-f -- - PROJEC I OR FOR THE COWLETION OF THIS PROJECT FOR OTIIERS. AIR GAP AND CONNECT TO EXISTING SANITARY PIPING. UNIT ACCESS PANELS, CONTROLS AND VALVING. - �- - '-� - -'" - I i � ■ _-- -.--� ----I -- - Plotted: \C'cdnc,dav,1\4ay 29,2024-11:23am By: lspear MECHANICAL CONTRACTOR SHALL OPEN WALLS AS o-._. _ - NECESSARY TO CONCEAL NEW PIPING WITHIN WALLS. 4. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT TO THE --- = --- - - "' - -- File: ):\%goo\nra innra�:;\r,rr.I:Nc.1.,Avrs-1x�'rr1.\��ooti .z.a, _-.- � MECHANICAL CONTRACTOR SHALL PATCH ANY WALL UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR INSULATION IF OPENINGS AND PAINT TO MATCH EXISTING WALLS. REQUIRED. 5. 14x6 EXHAUST AIR DUCT UP FROM FIRST FLOOR AND UP 5. SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS AND -- _- �■ _, fie; TO SECOND FLOOR. OTHER REQUIREMENTS. C,------ Mechanical --0 6. 28x12 EXHAUST AIR DUCT UP FROM FIRST FLOOR AND UP 6. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY DUCT TAKEOFF. TO SECOND FLOOR. WHERE BRANCH DUCT TAKEOFF IS ABOVE AN INACCESSIBLE CEILING, _- First Floor flan PROVIDE CABL-OPERATED VOLUME DAMPER. - °° ---- ===== ; `� 7. 1 Ox8 OUTSIDE AIR INTAKE DUCT DOWN TO LOWER LEVEL. _ _ -- -_ -_-_ --_---- 7. PROVIDE 1" ACOUSTICAL LINING 1OFT DOWNSTREAM OF ALL AIR "---- '=-=-= - r I Scale: As Noted 8. 6x4 EXHAUST DUCT UP TO SECOND FLOOR. HANDLERS. _ ---- - y� -----0 drawn: PF 9. INSULATED PIPING DOWN TO BELOW GRADE. PROVIDE 8. PROVIDE FIRE SMOKE DAMPER AND ACCESS DOOR AT EACH SUPPLY AND _= - ' SLEEVES FOR UNDERGROUND RUN TO COTTAGES. RETURN DUCT THAT PENETRATES A FIRE RATED ENCLOSURE. J --- a , : ---- 10. 1 Ox8 EXHAUST AIR DUCT UP FROM FIRST FLOOR AND UP 9. PROVIDE DRIP PAN UNDER ALL AC UNITS. 66 = TO SECOND FLOOR. Key Plan -= _== 2a 11 . 24x12 OUTSIDE AIR LOUVER 4'-0" ABOVE GRADE. --------' • 1 SQ. FT. FREE AREA. SCALE : N.T.S. L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II F RAMP p 1 S T V 1 2 V W Q I - - - - - _ - - - - - - - - - - - - - - - - - QI I II I I I Roots #I �I I 8x4 25 M CID _ CD CD 101 III _ - -_xn -- _ _- - --- - - - - _ 1�� - - �� - H.G. AOCE551BLE RM. ( I tD q (, 55 0 G+ UU CH Ins ---_ 5 CID c° - - - - - - - ' (500) ❑1 x10 1 CD = 13'-oG- - - CID - - - 12x6 18 10 ® (310) 32 (460) 6 0 0 �$ I i -a i ---- ----------- 38 I I EVENT R . HALL RR R 00 ANDREWGL. x FSq AD F D/A ® o „ I �.-__-_._ 7 ; g V. o G.H o" I 1 o , (1450 2200) 1 1 i x CID 1 1 CD 39 20x 12 1 x 12 I o0 I (500)BATH�# 0 , I 0 FSD/AD R450 UIAU 1 - ...,< RR ❑' ❑ ® C3-1'0 44t GIAMBE"I')\-"JLONE Cy ( ON -1 EL G u ( ) NT ROOM ( ) ' 36 C 137 x _ X , 0 o I ___ -_ _ _ _ _ _ _ _ _ _ _ _ _ - _ ASSOCIATES 5H i 37 �1-YVG E G 1 0 CF I I; ----__-------___=_=-===n'=i ' 'I8 ri�7c' 1 R 5E STAIR CD (310) (310) (460) (460) 1 1 I , o � I I 90) EF o o (2 5) �� o o ' o * ARCHITECTS 5 18x8 FSD/ D G.H. = 10'-6" + T1 ' - - --__ _ _ -_-__�_--__-- 13 ------------------------a------------------------------- ----------------------------I------------- 0)---------------------- -- ---- ' ----------------------- 62 Elm Street -P ELIGL 8x6 1 I 2 23 - - - - ---- - - - - I ------------------------------ --- " y ° i''' Huntington, NY 11743 O"WG 2.2A -- 6 I: VLETOfil 0 I D - - - - - - - - - + - 15 I J 14 . I CD 00 x Telephone: 631.367.0050 ' 5 1 i ' --- -I" _ I I 5 I I I I I I ELEVATOR OB Y ff 2� (40 I I I 1 ' 132 ' , 2 '� ACCU-DOA -2 Fax: 631.367.6636 G_L. WOMEN'5 POOL BATH; ;_ ❑ = 11'- ° '°" b cfl SHR. � X 6 ; x N C s -� 34 (100) 10 - -i- N o- GiambertoneArchitects.com - --- ELE TOR I ( 0 ° 1 16 - _ _ _ _ - o 0 v��----�� --- ---- --_ - _ REMOiE .I 0 t I I I o , - ° ° 35 ,. .E ONTINUED ON DWG IVI2.2A R SKR nn• nn• I I �, , eMCO '/ HIiEC i OUTDOOR POOL RE:GL'PTION ------ - (3O - r '" S ji 13 _ / T U V W ! ! ❑ i ^I PC WASHING F D D ❑ 14 14 ❑ F D PREP. CCU-M UA -1 I E E M 9 FREEMAN ENGINEERING,PLLC - - - - - - KEY NOTES III - o °�T 3555 Veterans Memorial Hwy D 00 (100 - N 1. NOT USED. Suite Q Ronkonkoma NY 11779 G. O' W � � 16' - 2. 20x12 SUPPLY AND RETURN DUCTWORK UP FROM LOWER LEVEL. ��. s 1 ,"� � W: 631-648-0577 1 WA LL - �sINEE��� i ( I p Pa. SRN �-- ACCU-MU 2 3. 28x20 SUPPLY AND 28x14 RETURN DUCTWORK DOWN FROM SECOND FLOOR. freemaneng@optonline.net Ox4 G- D I i41 , J REFS REF SiOFAGE 300 --' - 4. 1Ox6 SUPPLY AND RETURN DUCTWORK DOWN FROM SECOND FLOOR. 12x6 GARDE 1 8 150 3'MANGEP ,r O 5. 2602 SUPPLY AND RETURN DUCTWORK DOWN FROM SECOND FLOOR AND DOWN TO project: ' S R ❑ to rP' - FP2 F Z OPEN REF FEF REF - I f„ oR „s LOWER LEVEL RR 6. 16x12 SUPPLY AND RETURN DUCTWORK DOWN FROM ROOF. POOL B --- 8x6 10) The Enclaves o 31 G ® G.H. = I I'- R R tt� ;" I �° 7 12 { SE ER IcTA 7. 28x20 MAKEUP AIR DUCTWORK UP FROM LOWER LEVEL. 60=() 4 (90), ' 16 M- H _ F 8. NOT USED. x 1 I ? 00 G.H. = 10' 6" I ( O) 9. NOT USED. �, ) , 27 ttt ' M-►�G 10. NOT USED. 56655 Route 25 0 CFM CD 00 1211 ❑ G 5 R 4 • 2 ------(f 50�-- o0 3 0 C ❑ 11. 24'0 KITCHEN EXHAUST DUCTWORK UP TO SECOND FLOOR. Southold New York �7 --- - - - _--- I 12. 14"0 KITCHEN EXHAUST DUCTWORK UP TO SECOND FLOOR. 23 - - - - - - - ' R RLF REf REr \ 1 ff 13. 16x10 SUPPLY AND RETURN DUCTWORK DOWN FROM SECOND FLOOR AND DOWN TO o I = 301DA o � I \ o i 'ob number: �- - - - - - - - - 71 - `"" _ °- \ ) I DUCTWORK ON LOWER LEVEL. �F _ ROOF. 16-003/7100 In 14. 16x12 SUPPLY AND RETURN DUCTWORK DOWN TO LOWER LEVEL. SR ' I- - - - - - - - I (150) 15 1 (1 5) 20x10 DOWN 15. 16x12 SUPPLY AND RETURN DUCTWORK DOWN FROM SECOND FLOOR AND DOWN TO ❑ I I I (0 r , TO RR. LOWER LEVEL. date: 00 c� 1240 CFM SR 11 SR SRI 113"(b (� TYPICAL OF 3. 16. 20x14 OUTSIDE AIR DUCTWORK UP FROM LOWER LEVEL. _ 24 08.21 .23 25% SD ISSUED FOR REVIEW 9,101 1 1 " 112"0 -� 17. 16" KITCHEN EXHAUST DUCTWORK UP FROM HOOD. 09.06.23 80% SD ISSUED FOR REVIEW - I SR❑ I I I SR 18. 14" KITCHEN EXHAUST DUCTWORK UP FROM HOOD. TYPICAL OF 3. 09.22.23 DD FOR REVIEW & COORDINATION N 1 11 (150) I I I 1 (175) 09.29.23 80% DD ISSUED FOR REVIEW - - - - - - - - - - - - - - - - - x - 25 19. 24x12 MAKEUP AIR DUCT TO TOP OF HOOD. TYPICAL OF 10. 10.12.23 50% CD ISSUED FOR PERMIT - - - - - - - - - - - - - - �- - - - - - - - - - - - - ' 11 11 .15.23 FOR REVIEW & COORDINATION 00 20. 30 0 KITCHEN EXHAUST DUCTWORK UP TO SECOND FLOOR. co 01 .10.24 ISSUED FOR PERMIT 1 9„0 ❑ 1 10 I 3"0� '�^, N ' 21. 28x20 SUPPLY AND 14x28 RETURN DUCTWORK UP TO ROOF TERRACE. 02.07.24 ISSUED FOR BID - I I I I POND 22. 26x18 MAKEUP AIR DUCTWORK DOWN TO LOWER LEVEL. 03.22.24 RE-ISSUED FOR BUILDING PERMIT SRI I SR I I SR 11 1 OUTDOOR _ _ _ _ _ (250)1 1 (250) 1 1 125 i DINING 23. 6x4 EXHAUST AIR DUCT UP FROM LOWER LEVEL. 04.10.24 ISSUED FOR ADDENDUM 1 - kREPLAEE� FIREPLACE , 1 1 x r, ; 04.29.24 ISSUED FOR ADDEND OM NO.2 -AREA1 -- I I I ( N c I , ! 27 24. 12x6 EXHAUST AIR DUCT UP TO SECOND FLOOR. 05.22.24 ISSUED FOR ADDENDUM N0.3 SR I SR 1 I SR 1 (250) 1 (250) 1 IN __ ! 25. 1 Ox6 EXHAUST AIR DUCT UP TO ROOF. I- - - - - - - - ❑ I ❑ ❑ I 3"0 ! 26. 14x6 SUPPLY AND 12x6 RETURN DUCTWORK DOWN FROM SECOND FLOOR. i II I � X 27. 40x24 OUTSIDE AIR DUCTWORK DOWN FROM SECOND FLOOR. 00 1 - - - - - - - - - - - - - - - - - - - - - - - - - 29 28. 28x20 OUTSIDE AIR DUCTWORK DOWN FROM SECOND FLOOR. 00 _ - - - - - - ]- - - - - - 1- - - - - - I SR I I I SR X 1 (150) f� I 1 I (175) N 29. NOT USED. I I 9 101 1 1 " "� 1 30. CONCENTRIC FLUE UP TO SECOND FLOOR. SIZE AS PER MANUFACTURERS IN]I- - - - - - - - 1 1 1 113"� RECOMMENDATIONS. = t 1 SR _ I SIR _ SR I _ -- -- - - - 3 0 �P��o Wry 1= = = = _ _ = _ 50-� 1 150 150 I 1 X 0 31. INSULATED REFRIGERANT PIPING DOWN TO LOWER LEVEL. (4 SETS) 00 -�- SR I I © SR = I I SR 32. DUCTWORK SERVING THIS AREA LOCATED ON ROOFTOP. (150) I 150) 1 (175) DUCTWORK ON 33. INSULATED REFRIGERANT PIPING FROM BLOWER UNITS LOCATED ON TOP OF WINE ROOMS. °0 0 � 1 71 9"� 1 1 "o 120 N ROOF COORDINATE AND VERIFY SIZING WITH SAM TELL AND REFRIGERATION CONTRACTOR. ,o R0. SSK��P� - - - - - - _ _ ❑ I SR ❑ SRI 1 13"0-/ o 34. 12x6 OUTSIDE AIR DUCT DOWN FROM SECOND FLOOR. _ - - - - - - - II N 150) (150) I f�TU-1 -4 N 21 35. INSULATED REFRIGERANT PIPING DOWN TO LOWER LEVEL. status: - - - - - - - - - - - -L- - -3)- - - T - - - _ - - - - 36 FSD FSD A 4 c. �< ; RR 22x8 SUPPLY DUCTWORK DOWN THRU ROOF. 90 Issued for Buildin Permit I] ❑ I X � i ( ) • ( 00) 37. 20x12 SUPPLY DUCTWORK DOWN THRU ROOF. copyright: © 2023 AVGA X I 1 N x CID 38. 18x8 RETURN DUCTWORK DOWN THRU ROOF. I TIIE COP�REGIII' DRALC'INGS,SPECIFICATIONS, AND OTTIF.R DOCU�fI?NTS (125) I D/ - 1 X PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCI IITI?CTS,P.C. - l a (A VGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE, DOCUDIENTS R 39. 1800 RETURN DUCTWORK DOWN THRU ROOF. ARE SERVICES FOR T H17 USE SOLELY V7TH RESPI:CTTO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE.AUTHOR OF THESE Ph I D/ 1 8 DOCI'NIEN'IS AND SHALL RETAIN ALLCOMNIONLAW,STATUTORY ANDOTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE p o AC- sAC--1 SHEET NOTES _--Q_____ - - __- -___ -___---___ -- _---ffi- _ PROJECT, R TTIERS ON OTHER PROJECTS FOR ADDITIONS O THIS x 1 I 1 CD - - 7 .-- _ p- "' PRO£.CT,OOROFOR THP. COTIPLETION OF THIS PROJECT FOR OTHERS. 4 4 5' 4 �' Q T I a 1 T (75 8x6 - -- - _ _ - 1 - - - - x4 - - - - - - - 35 - --� --� -_- - �- -_- ._ _�_. -�- -�- --- I - x o--- - = Plotted: l�'edncsdaV.\faI'29,2024-11:23am BI: kshcar 3 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL �-- - - - " I � - - - _ l ilc ):\7100\Driving l�ilcs\'1'I l l?1?NCI.AVI?S-I I(YI'EL\7100 N12 2.d\VI; 1 LOB Er ' 0 (0 �- =1- -i:: B FFIGE ❑ COMPLETE AND OPERABLE HVAC SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED _ _. - -- - - - _ I � -. _. _ ( 121 12x6 CD s4. - _ ----+-0 ❑ I SD/ I I �.H ) AND AS REQUIRED BY CODE. `� - --- --- --- --- --- --- -- --= _.-- 1 "I" 2. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED o- -- - ---"---.� title: EWH-3 CEILING PLANS, LIGHTING AND OTHER CEILING ITEMS AND MAKE MINOR DUCT MODIFICATIONS =__ b ------ • - - - - -] TO SUIT. I --- 6 ;FSD D R 0 GIFT GOFF E SHOP Mechanical 124 5WI IR 3. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, a _2 1 s CONTROLS AND VALVING. - 4_==_` - _" First Floor Plan - - - - - - - - 36 ... 4. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT TO THE UNDERSIDE OF scale: As Noted ECH-1 ECH-2 THE STRUCTURE, WITH SPACE FOR INSULATION IF REQUIRED. UL 5. SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS AND OTHER REQUIREMENTS. drawn. PF - - - - - 3 _ _ _ 6. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY DUCT TAKEOFF. WHERE BRANCH DUCT =_=_=_ ---- -----0 = c ,x. TAKEOFF IS ABOVE AN INACCESSIBLE CEILING, PROVIDE CABL-OPERATED VOLUME DAMPER. ---- _3 : ----� 1 HotE�l - Partial First Floor Plan 7. PROVIDE 1" ACOUSTICAL LINING 1OFT DOWNSTREAM OF ALL AIR HANDLERS. ° M2.2b SCALE: 1/8"= 1'-0" TT Ke Plan - --- �-_ _� 8. PROVIDE FIRE SMOKE DAMPER AND ACCESS DOOR AT EACH SUPPLY AND RETURN DUCT THAT M202 PENETRATES A FIRE RATED ENCLOSURE. SCALE:N.T.S. �- ------------------------------------------------------------------------------------------------------------------------------------------------------------------ _____________________________________________________________ ANDREW Ve I I I I 1 1; GIAMBERTONE T iG (H J ; '2- , ASSOCIATES -- ------ -- - -- ------- ------- ------- ------- ---- - - t ------- - --- - ROOM 411 HL. ERM. ; I I ! ! --I-- - --- - -- --- - - -------i--- - - --i------ ---- Q LH.•9'-l0' ON.9'_IO" G.H•9'-10" LHm9'_IO• ; _ b * ARCHITECTS ° ROOM wom ROOM►B7 ROOM-M RIXJM+•9B Ro 5 ot, 0 ROOM ROOM•2A KOOH.s ROOM.M ( ' I —_ _ _ _ _ _ _—_ _ _—_ _— a ---- ---- �� - -----® - -- 2' -- -- - z4-- - C -- ---' --- - zr ---- --- ®--- ---®- - --- ® - ------j - I I X11 62 Elm Street TH rST ATMATH ATH.49 BATH.2 ATH TH , o - ----- - --- ------ -- --- ------ - - - - Huntington, NY 11743 ® _—__ _ _ _ � _� _ _— _� __I— 3�;«,.;�,:;m�.....,.,.am+nwr•.�.�n , G.H.m �-o• _ _ I 1 � 41 Telephone: 631.367.0050 i I 113 L.1 .B' ---- " 8O ' - - ---- ---- ; �,� -- - - - --------- --- - -- , Fax: 631.367.6636 1 - - L7 �CTM= - - ea �zm - aaa - - - 0 --- -- L-- -- - - --1----- - - - _ - ---L---------- -—-—---— 5 _- T HAP i ! I I I I I GlambertoneArchitects.com ' ---- - -- 16 --- - - -- -—- -—-—-—- -—-—-—- - - -- ------- - - - - -- ----- ----- - -------- 'LH-mB—� -`= 8-0 - --- - -! -------�- -----------I-- 16 ROOM.90 ROOM.96 ROOM.95 ROM R33 RAM 91 —ROOM rSB ROM 7I ROOM 024 ROOM 27 ___ cH.9'-lo LH•9'-lo c.Hma-io I I I ' - - ----- - ------------ 17 I i s I I L N m B'-0• I — °°° W b°"" E M FREEMAN ENGINEERING,PLLC 9N L.H.m 9'-0" L.H m 9'-0" L.N,m q'-0• ! ;LH.q'-0� ! o I � ,�'"� �' s°�'��� 3555 Veterans Memorial Hwy I ( SLOPED LEILIN6 {- 1ti Q Suite Q 20 , �.� Ronkonkoma,NY 11779 - - - - ---- - -----�J , W: 631-648-0577 I 2 I freemaneng@optonline.net I I 1 ' I LH m to-o• I I _ _ - - I i -- - - ------ 21 project: I The Enclaves I -----+----- ----- ----- - - - ----------- -_--= I , I I i I 26 --- - - - ----- - - i ; 56655 Route 25 FlRRR..f I I I ? aeica Southold, New York I I I ----t----- ----- ---- -- -I--- --- - - - - - - ----- 29 j ob number: ----- ---- _ _ - ---- -- -�-- --- - - ---- 30 16-003/7100 --- 41 -----�--- ---- --- - ---- -- - - ------- - ; I 32 - - --- � date: 08.21 .23 25� SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW ! 09.22.23 DD FOR REVIEW & COORDINATION ___ ! ! 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT LH.•2P_2. I I j BT� 11 .15.23 FOR REVIEW & COORDINATION i LHmB'S/B' I 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID 03,22.24 RE-ISSUED FOR BUILDING PERMIT I 04.29.24 ISSUED FOR ADDENDUM N0.2 -------------- __________________________________________ 05.22.24 ISSUED FOR ADDENDUM NO.3 — �---- 45 u ----- -- ----- I I I or NC4y�,[l FP A�0 S 11--otel - Second Floor Key Plan Status: SCALE: 1/16tt- 1,_0„ Issue or BuAdin Permit copyright: © 2023 AVGA TIIE COPYRIGHT' DRAAINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCIFITECFS,P.C. (AVGA)FOR THIS PROJECT,ARE:INSTRUMENTS OF A\'GA. TTIF.SE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY VITH RESPECT TO THIS PROJECT.UNLESS OTIIERIYISE PROVIDED, AVGA SHALL BE DEEMED TIIE AUTIIOR OF THESE DOCUMENTS AND SIIAI.L RETAIN ALLCOMMONLAW,STATUTORY ANDOTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL, NOT BE USED BY TTIE OWNER, OR OTIIERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT', OR FOR THE COMPLETION OF TIIIS PROJECT FOR OTHERS. Plotted: \K'ednesdav,llaV 29,2024-11:23am By: ksrear File: J:\7100\t)r.mir Files\"I'1IP.1?hCLAVI?ti-1IO'1'F?L\7100\12.3.do title: Mechanical Second Floor Ke Plan LIU scale: As Noted drawn: PF M203 r = A 1 B C D E F G H J ANDREW V. yT7- GIAMBERTONE & ASSOCIATES :> I ul Q (200 ROOM #21 �I 3 SR SR SR SR SR SR SR SR SR SR R AG E551BLE RM. * ARCHITECTS 300 300) (300) (300) (300) (300) 22 ( ) ( (300) (300) (300) (�300� + + + + + + + + G.H. = H. = G.H. _ - I 62 Elm Street ROOM # O ROOM #31 N N ROOM #37 ROOM #34 N N ROOM #33 ROOM #50 N N ROOM #2q ROOM #26 N N ROOM #25 ROOM #22 N N I 240 O 239 237 234 233 230 22Q 226 225 222 Huntington, NY 11743 � - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -A - - - - - � 0I Telephone: 631.367.0050 7a 4 AC - - - - - - - 6- - - - Ac - - -- - - - - - -- GL. ,}�. GL. BA GL. BAT 4 - ._ - GL. GL. - GL. GL. - GL. GL. Fax: 631.367.6636 9 - q o 0 0 0 14x oa 1 1 R -�av- 14 1 �- 8 1 R 1 8 1 R -�$ 14 8 1 3 6 I GiambertoneArchitects.com R R R R #H #37 R R R R H #33 ATH R R R AI H #aq BATH #` RR R R AfiH #2 ATH #2 R R R la -�-) MAI 2 a 2 a a 2 a ba 2 a 2 a El (425) E r (575 575- r - - - �- - ( 75)1 5 - - ; -(E75 575 - (575 I—(575 ; 575 -(575) � - - — SHR. SHR. H = 5- SHR. SHR. SHR. SHR. 9F±R. SHR. SHR. 1 N HR-2-3 HR_2_4 HR-2-5 12 x - CID CD CID CD MAIN H I d- C — Q G7 1�1 �g-i E D 4 0 FREEMAN ENGINEERING PLLC (200) - (200) (200) 8"0 (200) 20o G.H. -o" � ti ' 14x8 10x8 8 � 1 ) � 0�E M 9 1 1 D/AD 24x8 3555 Veterans Memorial Hwy 02 — _ Suite Q �. E - E - - i c. . E r � .H. = 5' o° E H - - a ; I M ER RI RR� /RWI ] � RK RR ) I RK ] RK F� ]� O Ronkonkoma, NY 11779 c - - (6 A H# A #3 - I` l - - - A.Tt #313 0 A #3 � (62.5 �62.5 - BA #31 A #2 - 2 fi2j $ #2 A 2 - - - 25 25 - AThL#2 ' - - - - ) w: 631-648-0577 1 5 - _ - - - - 235a 2 a I 2 as 2 a i 2 a 2 5a 227a 224a 2 a x o ELE TOR �ti `w EWH 4 s/NEER XTIA 04z — '� freemaneng@optonline.net % 0 0 0 1 - - E- EGI ," G Tub Tu ru8 5 I R GL. GL. GL. _ - -_- — - GL. GL_ - _ - GL. ' (75 - 75 JFM STOR GE project: en ea - - _-_ n�8 rub1:4 ruB M p � 207 ELE TOR I' G.H. = 5'-V G.H. = 5'-O"i - - - - - - - .�- t� - - - - - - a � _ _ _ _ _ & P_ _ �-- ao _ � _ _ The Enclaves N ROOM #35 ROOM #36 N N ROOM #55 ROOM #32 N N ROOM #31 ROOM #25 N N ROOM #27 ROOM #24 N N ROOM #25 �^ _0 r 235 236 235 -�} 232 r 251 225 227 224 : i Ell DN E + T T T + + SR SR SR SR SR SR SR SR SR 0 (325 H. = q'-io° G.H. = a'-io" 325) (325 H = q'-lo" (325) (325) (325) (325) (325) (325) open to low SR SR SR SR SR SR SR SR SR 56655 Route 25 G.H. (300) (300) (300) (300) , (300) (300) (300) (300) (300) Southold, New York t 13 � G.H. = 9'-O" � 0 G.H. = q'-O" G.H. = q'-O" 0 0 O � O O - - F job number. ILLI 16-003/7100 I Idate: � I 08.21 .23 25% SD ISSUED FOR REVIEW MATGHLINE "B_' _ MATGHLINg "8" Q' 09.06.23 80% SD ISSUED FOR REVIEW zl 09.22.23 DD FOR REVIEW & COORDINATION 3: 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT - 02.07.24 ISSUED FOR BID 1 Hotel - Partial Second Floor Plan 03.22.24 RE-ISSUED FOR BUILDING PERMIT 1M!2.3a SCALE: 1 i8"= V-o" 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 O KEY NOTES SHEET NOTES oF Hr-W r 1. 24x12 SUPPLY AND RETURN DUCTWORK DOWN FROM ROOF AND 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR 24x8 SUPPLY AND RETURN DUCTWORK DOWN TO FIRST FLOOR. REQUIRED TO INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY 2. 1600 SUPPLY AND RETURN DUCTWORK DOWN FROM ROOF AND CODE. DOWN TO FIRST FLOOR. - ' • 2. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH 3. INSULATED REFRIGERANT PIPING DOWN TO FIRST FLOOR. (5 ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING AND OTHER CEILING �o�ssro�P /�r�/i11� SETS) ITEMS AND MAKE MINOR DUCT MODIFICATIONS TO SUIT. / a7 4. ROUTE CONDENSATE PIPING TO NEAREST BATHROOM OR 3. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO status: JANITOR'S CLOSET. PROVIDE INDIRECT FUNNEL DRAIN WITH UNIT ACCESS PANELS, CONTROLS AND VALVING. r ,1 a� AIR GAP AND CONNECT TO EXISTING SANITARY PIPING. Issued for Bufldin Permit MECHANICAL CONTRACTOR SHALL OPEN WALLS AS 4. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT To NECESSARY TO CONCEAL NEW PIPING WITHIN WALLS. THE UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR INSULATION IF copyright: 0 2023 AVGA MECHANICAL CONTRACTOR SHALL PATCH ANY WALL REQUIRED. OPENINGS AND PAINT TO MATCH EXISTING WALLS. THE COPYRIGHT DRA\WNGS,SPECIFICATIONS, AND OTHER DOCUMENTS 5. SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS AND PREPARED BY ANDRE«-V.GIAM43ERTONEANDASSOCIATH,ARCHITECTS,P.C. (AVGA)FOR TIIIS PROJECT,ARE INSTRUMENTS OF AVGA. TI ILSE DOCUMENTS 5. INSULATED REFRIGERANT PIPING DOWN FROM ACCU-1 -1 , OTHER REQUIREMENTS. ARE SERVICES FORT HE USE SOLELY WTTII RESPECTTO]'HIS PROp:CT.UNLESS ��"" OTHP.R)XISI: PROVIDED, AVGA SHALL BE DF.FINIED THE AUTHOR OF THESE. AC C U-1 -2, AC C U-2-1, & AC C U—2—2 ON ROOF. (10 4 4 4 4 4 ^ _9 _ __ Q Q q Q Q Q DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTI IER 6. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY DUCT TAKEOFF. o--- - -- RESERVED RIGHTS TIIAT THE DOCUMENTS vrS SIIAII Nrn'BE USED BY TI11= SETS) I -F- ---- ----i 11 -- -- O\CNER, OR OTHERS, ON OI'III?R PROJEC'PS FOR ADDITIONS TO THIS WHERE BRANCH DUCT TAKEOFF IS ABOVE AN INACCESSIBLE CEILING, o-._. - _ _ _ _ - . Fi - -- - - - - = PROJECT, OR FOR TIIE COMPLETION OF THIS PROJECT FOR OTHERS. 6. 6x4 EXHAUST AIR DUCT UP FROM FIRST FLOOR AND UP PROVIDE CABL-OPERATED VOLUME DAMPER. �._ Pb rtted: Wednesday,M1ay 29,2024-11:24am By: kspear TO ROOF. File: J:\7100\Dra�cing Liles\'1'111?U'NCI., V 1 ti 1 i(71'1?L\710011_3 dxeg 7. PROVIDE 1" ACOUSTICAL LINING 1 OFT DOWNSTREAM OF ALL AIR ---'- '' ' 7. NOT USED. HANDLERS. - - - - - -- r--- -----o - ------ — i ! 8. 14x6 EXHAUST AIR DUCT UP FROM FIRST FLOOR AND UP 8. PROVIDE FIRE SMOKE DAMPER AND ACCESS DOOR AT EACH SUPPLY AND _® .I. TO ROOF. RETURN DUCT THAT PENETRATES A FIRE RATED ENCLOSURE. rifle: -- -_-0 Mechanical 9. 14x12 EXHAUST AIR DUCT UP FROM FIRST FLOOR AND UP 9 PROVIDE DRIP PAN UNDER ALL AC UNITS. - _._-__ _ _ TO ROOF. - ---0 --- - --- -- ---� Second Floor Plan 10. NOT USED. ---- - 11 . 1 Ox8 EXHAUST AIR DUCT UP FROM FIRST FLOOR AND UP °---- - I scale: As Noted TO ROOF. -0 ---- -- - �- -, -----0 drawn: PF - -� � I 12. NOT USED. _ --0 ---- -- 13. INSULATED REFRIGERAN 1 PIPING DOWN TO FIRST FLOOR. -� (4 SETS) b a y Plan 14. 10x4 EXHAUST AIR DUCT UP TO ROOF. Ke M2 . 3a 15. 24x12 SUPPLY DUCT DOWN FROM DOAS-1 ON ROOF. SCALE: N.T.S. 1 S T U 1 2 V W x F G H J 2 M N 0 Q O KEY NOTES LE-1__ - _O -___=O O ______=O _ - �- _ _ 1. 12x8 SUPPLY DUCTWORK DOWN FROM ROOF. TYPICAL OF 6. ' 14 11 ' 2. 10x6 OUTSIDE AIR DUCTWORK DOWN FROM ROOF. 3. 26x10 SUPPLY AND RETURN DUCTWORK DOWN FROM ROOF. Roots #21 �1 221 1, _ _ _ _ _ _ _ _ _ _ _ ® _ _ _ _ _ _ _ _ ® _ _ _ 4 4. 14x6 SUPPLY AND 12x6 RETURN DUCTWORK DOWN FROM ROOF. H.G. AGGE551BLE RM. I I 5. 26x12 SUPPLY AND RETURN DUCTWORK DOWN FROM ROOF. ! S 6. 16x12 SUPPLY AND RETURN DUCTWORK DOWN FROM ROOF. I I 22 ' / ® ® 7. 40x24 OUTSIDE AIR DUCTWORK DOWN FROM LOUVER IN ATTIC ABOVE 6 MEETING ROOM. I 22 8. 28x20 OUTSIDE AIR DUCTWORK DOWN FROM LOUVER IN ATTIC ABOVE 28 ! 22 22 MEETING ROOM. g ANDREWV. 9. NOT USED. BATH#21 I EWH-5 =__ ===;3=== I 10. 20x20 EXHAUST AIR DUCTWORK UP TO LOUVER IN ATTIC ABOVE GIAMBERTONE 221a , DN MEETING ROOM. 11. 24"0 KITCHEN EXHAUST DUCTWORK UP TO KEF ON ROOF. & ASSOCIATES i 26x 2 8x4 100 6x41 CD - 1 1 12. 14"0 KITCHEN EXHAUST DUCTWORK UP TO KEF ON ROOF. 5 _ x1 6x4 �( FSD/ATI � x6 (5 j . - ® ® ® ® 13. 30"� KITCHEN EXHAUST DUCTWORK UP TO KEF ON ROOF. ® ARCHITECTS - - c.H. F'SD/AD ' GC.CD a'-O" 10x4 8x4 a 50 4 E E 4 / 13 14. 12x6 SUPPLY DUCTWORK DOWN THRU ROOF. TYPICAL OF 6. - a. I' - 62 Elm Street ND F R. --- FSD 1 DUCTWORK D 5. 16x20 RETURN DUCTWO OWN THRU ROOF. t -_ 18X8 HOS s EF - I ( Huntington NY 11743 _ FSD A RR FSD/A x A --_ "�` �' _ _ _ _ + ! 16. 16x14 RETURN DUCTWORK DOWN THRU ROOF. - - - - tee- - Hooivc a ne+ 15 I ELE TOR E `2 1 1 i �5\ 1 ox6 _ _ _ 17. NOT USED. Telephone: 631.367.0050 18 °° 1 1 13 I ! ! ! - x D ELEv OR LOBBY 18 U 18. 12x6 EXHAUST AIR DUCT UP TO ROOF. Fax: 631.367.6636 J 03 M- 8x4 12x6 19. 10x6 SUPPLY AND RETURN DUCTWORK DOWN TO FIRST FLOOR. 2O o 00 -l�G , 25 - I GiambertoneArchitects.com 2o-r CD CD CD 20. ROUTE CONDENSATE PIPING TO NEAREST BATHROOM OR JANITOR'S ELE TOR Oo 00 [,.H. (10 (275) (30 _ _ CLOSET. PROVIDE INDIRECT FUNNEL DRAIN WITH AIR GAP AND �- �- x ' - `° 00 M 14x8 = * 16 ! ! ' CONNECT TO EXISTING SANITARY PIPING. MECHANICAL CONTRACTOR v0 o N 21 SHALL OPEN WALLS AS NECESSARY TO CONCEAL NEW PIPING WITHIN _ � WALLS. MECHANICAL CONTRACTOR SHALL PATCH ANY WALL OPENINGS x6 1 ox6 N S 6 T U V W AND PAINT TO MATCH EXISTING WALLS. = i = _ _ _ _ _ _ _ _ _ _ _ _ -i 21. INSULATED REFRIGERANT PIPING UP TO ACCU ON ROOF. ���E �y 9� FREEMAN ENGINEERING,PLLC ❑ 225 ] FSD/AD❑ �5 ) 21 ( _ = 16x10 _ CD 1 Ox6 - - - - 1 - 17 22. SEE ROOF PLAN FOR EQUIPMENT IN THIS AREA. 3555 Veterans Memorial Hwy (200) CD _ CD SuiteQD Q G.H. = a'-o° ❑ 2 21 ( ) ( 1) _ 23. INSULATED REFRIGERANT PIPING FROM BLOWER UNITS LOCATED ON Ronkonkoma, NY 11779 ! TOP OF WINE ROOMS. COORDINATE AND VERIFY SIZING WITH SAM 00 10x8 �� .- W: 631-648-0577 8x4 14x12 0 0 TELL AND REFRIGERATION CONTRACTOR. L���x� L 1 MEETIN RM. E>Fa` - a A 2- 2os f-h° 0 24. COMPRESSOR FOR WINE ROOM BLOWER UNITS. SEE SAM TELL freemaneng@optonline.net 6 - °) M - 10 8 DRAWINGS FOR UNIT SCHEDULES. TYPICAL OF 3. I SLOFED CEILING R CD n (SEE SECTION) CID 00 RTU-C-7 ( C M ( A) ( ) 25. INSULATED REFRIGERANT PIPING DOWN TO FIRST FLOOR. project: RR 26. 22x8 SUPPLY DUCTWORK DOWN THRU ROOF. �',�x� The Enclaves 27. 20xl2 SUPPLY DUCTWORK DOWN THRU ROOF. � I L�IIs. 6 X X � M 16x 10 28. 18x8 RETURN DUCTWORK DOWN THRU ROOF. I ❑ ❑ ! �r ao 12x8 Q� RTU-C-3 7 21 RR A 2- CD CD 29. 18x10 RETURN DUCTWORK DOWN THRU ROOF. I ACCU-W-2 ACCU - 750 8 8 400) (47 I ( 30. CONCENTRIC FLUE UP FROM FIRST FLOOR TO ABOVE MEETING ROOM AC -W-1 G.H. = 10'-0" CEILING TO LOUVER. SIZE AS PER MANUFACTURERS 56655 Route 25 �I C -1 ❑ ❑ RECOMMENDATIONS. 1°° Southold New York 24 0 31. CONCENTRIC FLUE UP THRU ROOF. SIZE AS PER MANUFACTURERS _ 21 RECOMMENDATIONS. TYPICAL OF 3. I I 10 lil 23 8 I;I 3 - job number: - I!I SHEET NOTES 16-003/7100 II lil I 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR I II REQUIRED TO INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS AS date: INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY 1, ( I CODE. - - - - - - - - - - - - - - - ' - - - - - - - - 24 08.21 .23 25% SD ISSUED FOR REVIEW I; � II I 2. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH F ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING AND OTHER CEILING 09.06.23 80% SD ISSUED FOR REVIEW _ l I ITEMS AND MAKE MINOR DUCT MODIFICATIONS TO SUIT. 09.22.23 DD FOR REVIEW & COORDINATION II 3. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO 09.29.23 80% DD ISSUED FOR REVIEW ' I I II UNIT ACCESS PANELS, CONTROLS AND VALVING. 10.12.23 50% CD ISSUED FOR PERMIT I' 4. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT TO 11 .15.23 FOR REVIEW & COORDINATION ' Ill THE UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR INSULATION IF 01 .10.24 ISSUED FOR PERMIT III ' REQUIRED. 02.07.24 ISSUED FOR BID 5. SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS AND 03.22.24 RE-ISSUED FOR BUILDING PERMIT OTHER REQUIREMENTS. - FIREFLAGE II 04.10.24 ISSUED FOR ADDENDUM 1 - J AREA ROOF TERRACE _ _ _ 27 6. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY DUCT TAKEOFF. 04.29.24 ISSUED FOR ADDEND OM NO.2 j:' WHERE BRANCH DUCT TAKEOFF IS ABOVE AN INACCESSIBLE CEILING, 05.22.24 ISSUED FOR ADDENDUM N0.3 PROVIDE CABL-OPERATED VOLUME DAMPER. 7. PROVIDE 1" ACOUSTICAL LINING 1OFT DOWNSTREAM OF ALL AIR i I ! l ! HANDLERS. PROVIDE FIRE SMOKE DAMPER I� 8. RO DE RE S 0 E D E AND ACCESS DOOR AT EACH SUPPLY AND 29 RETURN DUCT THAT PENETRATES A FIRE RATED ENCLOSURE. ' II of ' l - - - - - - - - - - - � - - - - li - - - - - - - - status: 30 304 Issued for Buildin Permit 19 i1 copyright: 0 2023 AVGA 0 ❑ 1°�1�ZZANINE DF-1 -4 ! AC-,1 -4 2OI !', I THE COPYRIGHT' DRA�CTNGS,SPECIFICATIONS, AND OTHER DOCUI,�NTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIA-ITS,ARCHITECTS,P.C. CID �� ! ELEVATO (AVGA)FOR TIIISPROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS (225 OVERHEAD 4 4 4 4 4 a. 4 Q q Q q q ARE SERVICES 17OIZ T IIE USE SOLELY 1CTfH RESPECT TO TIIIS PROJECT,UNLESS X 0----- ____ ________ ___ ___ ____ __ ___--_ ___ -- OTHER)NTSE PROVIDED, AVGA SHALL BE DFrMED TILE AUTHOR OF THESE or - --- - --- DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER O ° -� 31 12'-� _ - RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE o � OFE TO LO BY 6 EL�ATOR 21 o--. ®z _s. ._r- "r- -_- �r-. _.�- -_- -� --- +1 i o--- +i OWNER, OR OTHERS, ON 097iER PROJECTS FOR ADDITIONS TO THIS 12x6 7 I -+ o-- - - PROJECT, OR FOR THE COMPI.FTION OF THIS PROJECT FOR OTHERS. AREA x �- r - - 1 ox6 - - - 35 �- -- -- - _ 1'Inttcd: \�'cdncsdap,lln•29,2024-11:24am B}•: ksrcar - - - ' o ( ' 5) (17 5/� ] ° Ij I co 4x 1 AC- io7o ,,lI8x8 _ oxo1 G. 2a 0 DF- 5 00 10 x 6 ST RA CD DN } 4 DF o2 --0 ---- title: (225 I----- -�� --- - - x I' - - - D 30 IN - 5�a" C -5 -_:-_- - Mechanical -- �0 RR (1175) RR ❑ " o -- (225 18x8 (2 18x10 1 8x6 Z9200) R Second Floor Plan ell�- ____ scale: As Noted ri ° _ _� ---- , --- drawn: PF �7) rl Hotel - Partial Second oor Plan Key Plan M2.3b SCALE : 1/8"= 1'-0" SCALE:N.T.S. M203 LIGHTING SYSTEMS COMMISSIONING NOTES FUNCTIONAL TESTING: COMcheck Software Version COMcheckWeb A B C D E Proposed interior Lighting Power Fixture iD : Description t Lamp/Wattage Per Lamp/Ballast Lamps/ # of Fixture (C X D) IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 NEW YORK STATE ENERGY CONSERVATION Interior Lighting Compliance Certificate Fixture ID : Description /Lamp!Wattage Per Lamp/Ballast Lamps! #of Fixture (C X D) Fixture Fixture watt. CODE SECTION C408.3, PRIOR TO PASSING FINAL INSPECTION, THE REGISTERED DESIGN Fixture Fixture Watt. LED:CEILING MTD FIXTURE:Other: 1 2 17 34 19-LOWER LEVEL CORRIDOR (Common Space Types-Corridor/Transition <8 ft wide) PROFESSIONAL SHALL PROVIDE EVIDENCE THAT THE LIGHTING CONTROL SYSTEMS HAVE BEEN 1-LOWER LEVEL MISC STORAGE(Common Space TyRes:Stora eg >=50- <=1000 sq .1 LED:CEILING MTD DOWNLIGHT:Other: 1 21 15 315 TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, LED: 1X4 MECHANICAL:Other: 1 17 16 274 LED: IX4 MECHANICAL-Other: 1 7 16 113 Project information LED:CEILING MTD DOWNLIGHT:Other: i 20 15 300 20-LOWER LEVEL STAIRS (Common Space Iypps:Stairwell) PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION LED:WALL MTD SCONCE: Other: 1 3 12 36 LED:CEILING MTD DOWNLIGHT:other: 1 7 15 105 + Energy Code: 2020 New York State Energy Conservation Construction Code LED:CEILING MTD FIXTURE:Other: 1 1 17 17 DOCUMENTS AND MANUFACTURERS INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN Project Title: 7100- ENCLAVES HOTEL 21-BOWLING/POOL (Gymnasium/Fitness Center:Playing Area) ACCORDANCE WITH SECTIONS C408.3.1.1 THROUGH C408.3.1.3 FOR THE APPLICABLE CONTROL Project Type: New Construction 2-1ST FL KITCHEN (Common Space Types:Food Preparation) LED:CEILING MTD DOWNLIGHT:Other: 1 75 15 1125 LED: IX4 KITCHEN AREAS:Other; 1 17 12 206 LED:CEILING MTD DOWNLIGHT.Other: 1 5 15 75 TYPE. lST FL LOBBY(Hotel:Hotel Lobby) LED:CEILING MTD FIXTURE:Other: 1 4 17 68 A LED:WALL MTD SCONCE: Other: 1 8 12 96 ' Construction Site: Owner/Agent: Designer/Contractor: LED:52:Other: 1 6 107 642 OCCUPANT SENSOR CONTROLS • 56655 ROUTE 25 New York PAUL FREEMAN LED:CEILING MTD DOWNLiGHT: Other: 1 83 15 1245 LED:S3:Other: 1 20 158 3160 SOUTHOLD,New York 11971 FREEMAN ENGINEERING PLLC 4-i 5T FL EVENT SPACE(Common S_ 22-Gymnasium/Fitness Center:Exercise Area WHERE OCCUPANT SENSOR CONTROLS ARE PROVIDED THE FOLLOWING PROCEDURES SHALL BE 3555 VETERANS MEMORIAL LED:CEILING MTD DOWNLiGHT:Other: 1 34 1s 510 ' Additional Efficiency Package(s) HIGHWAY SUITE M LED: IX4 KITCHEN:Other, 1 15 12 182 PERFORMED: RDNKONKOMA,New York 11787 LED:WALL MTD SCONCE: Other: 1 3 12 36 23 SPAS/LOCKER ROOMS (Common pace ry es• 0--ker Room) ANDREW Ve 6319813990 5-1ST FL BATHROOMS (CommonSpaceTynes:Restrooms) LED:CEILING MTD DOWNLIGHT:Other: 1 64 15 960 1. CERTIFY THAT THE OCCUPANT SENSOR HAS BEEN LOCATED AND AIMED IN ACCORDANCE WITH FREEMANENG@OPTONLINE,NET LED:CEILING MTD DOWNUGHT:Other: 1 25 15 375 LED:CEILING MTD FIXTURE:Other: 1 4 17 68 LED:CEILING MTD DOWNLIGHT:Other 1 43 15 168 LEI):WALL MTD SCONCE: Other: 1 16 15 192 270 GIAMBERTONE THE MANUFACTURER RECOMMENDATIONS LED:WALL MTD SCONCE: Other. 1 14 12 168 LED:CEILING MTD DOWNLIGHT:Other: 1 18 is 270 Credits: 1.0 Required 1.0 Proposed 2. FOR PROJECTS WITH SEVEN OR FEWER OCCUPANT SENSORS EACH SENSOR SHALL BE TESTED. Reduced Lighting Power, 1.0 credit 6-15T FLSIAIRS (Common Space Types:Stairwell) Total Proposed Watts a 19738 Allowed Interior Lighting Power LED:CEILING MTD DOWN LIGHT:Other; 1 10 15 ISO 7-2ND FIL BATHROOM (Common Space Tynes:Restrooms) ; `: � �a :l4 4y & ASSOCIATES 7. 3. FOR PROJECTS WITH MORE THAN SEVEN OCCUPANT SENSORS, TESTING SHALL BE DONE FOR a B C D .�.:.-._ �- --.� Area Category Floor Area Allowed Allowed LED:CEIUNG MTD DOWN LIGHT:Other: 1 8 15 120 Interior Llg6 ing Compliance EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE GEOMETRY. WHERE MULTIPLES OF (ftz) Watts /ft2 watts LED:CEIUNG MTD DOWNLIGHT:Other; 1 4 15 60 Statement EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE GEOMETRY ARE PROVIDED, NOT LED:WALL MTD SCONCE: Other: 1 6 12 72 Compliance Statement The proposed interior lighting design represented In this document is consistent with the building plans, 1-LOWER LEVEL MISC STORAGE(Common Space Types-Storage>=50- 3643 0.41 1494 specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been 8-2ND FL STAIRS icommon H ace Tyaes:Stairwell) * ARCHITECTS LESS THAN 10 PERCENT AN D IN NO CASES FEWER THAN ON IE OF EACH COMBINATION SHALL <=1aoa sq.ft.) designed to meet the 2020 New York State Energy Conservation Construction Code requirements in COMcheck Version LED;CEILING MTD DOWNLIGHT;Other: 1 20 15 300 BE TESTED UNLESS OTHERWISE NOTED. WHERE 30 PERCENT OR MORE OF THE TESTED 2-1ST FL KITCHEN (Common SpaceTypes:Food Preparation) 1560 0.95 2482 LED:CEILING MTD FIXTURE:Other: 1 1 17 17 COMcheckWeb and to comply with any applicable mandatory requirements fisted In the Inspection Checklist. 3-1ST FL LOBBY(Hotel:Hotel Lobby) 8430 0.95 .8008 CONTROLS FAIL, ALL REMAINING IDENTICAL COMBINATIONS SHALL BE TESTED. 4-1ST FL EVENT SPACE(Common Space 3485 0.96 3346 9-2ND FL STORAGE (Common S�ceTy s: orage>=50- =1000 sg.ft.) Name-Title Signature Date Types:Conference/Meeting/Multipurpose) LED: 1X4 RECESSED MECHANICAL AREAS:Other: 1 7 16 113 62 Elm Street VERIFY THE FOLLOWING: 5-1ST FL BATHROOMS(Common Space Types:Restrooms) 1888 0-77 1454 ID-2ND FL BAR PREP(Common_Space Types:Food Preparation) 6-1ST FL STAIRS(Common Space Types:Stalrwell) 1075 6.52 559 LED: IX4 RECESSED KITCHEN:Other: 1 2 12 24 1 Huntington NY 11743 3.1 WHERE OCCUPANT SENSOR CONTROLS INCLUDE STATUS INDICATORS, VERIFY 7-2ND FL BATHROOM(Common Space Types:Restrooms) 417 0.77 321 11-2ND FLOOR MEETING ROOMS (Common Space Ty�Conference/Meeting/ �( i uraose) ' 8-2ND FL STAIRS(Common Space Types:Stairwell] 1675 0.52 871 LED:CEILING MTD DOWNLiGHT:Other: 1 24 15 360 CORRECT OPERATION. 9-2ND FL STORAGE(Common Space Types:Storage>=50-s=1000 sq.ft.) 981 0.41 402 12-2ND FLOOR PUBLIC LOBBIES (Hotel:Hotel Lobby) Telephone: 631.367.0050 3.2 THE CONTROLLED LIGHTS TURN OFF OR DOWN TO THE PERMITTED LEVEL 10-2ND FL BAR PREP(Common SpaceTypes:Food Preparation) 268 0.95 255 LED:CEILING MTD DOWNLIGHT:Other: 1 28 15 420 11-2ND FLOOR MEETING ROOMS(Common Space 1870 0.96 1795 LED:CEILING MTD FIXTURE:Other: 1 3 17 51 Fax: 631.367.6636 WITHIN THE REQUIRED TIME. Types:Conference/Meeti ng/Multi purpose) LED:WALL MTD SCONCE: Other: 1 4 12 48 12-2ND FLOOR PUBLIC LOBBIES(Hotel:Hotel Lobby) 2236 0.95 2124 3.3 FOR AUTO-ON OCCUPANT SENSOR CONTROLS, THE LIGHTS TURN ON TO THE 13.1STFLCORRIDOR(Common Space Types:Corridorlrransition <8ftwide) 1757 0.59 1037 LLED, FILHI CORRIDOR (common aceSvaes:CorTidgllTransition <8 ft wide) 14-2ND FL CORRIDOR(Common Space Types:Corridor/Transition<8 ft 1757 0.59 1037 LED:CEILING MTD DOWNLIGHT:Other, 1 11 15 165 PERMITTED LEVEL WHEN THE OCCUPANT ENTERS THE SPACE. wide) 14-2ND FL CORRIDOR (Common Space Types:Corridorilransition <8 ft wide) GiambertoneArchitects.com 3.4 FOR MANUAL-ON OCCUPANT SENSOR CONTROLS, THE LIGHTS TURN ON ONLY 15-1ST,2ND FLOOR GUEST ROOMS(Common SpaceTypes:Guest Room) 27000 0.69 18630 LED: CEILING MTD DOWNLIGHT:Other: 1 11 15 165 16-LOWER LEVEL UTILITY(Common Space Types:Electrical/Mechanical) 2425 0.39 946 15-1ST.2N13 FLQOR_GUEST 1QQM5_(Common_S ce Tv ems G�.Lle„5t Roam) WHEN MANUALLY ACTIVATED. 17-LOWER LEVEL KiTCHEN(Common Space Types:Food Preparation) 3400 0.95 3230 LED:WALL MOUNTED SCONCE:Other: 1 64 12 768 3.5 THE LIGHTS ARE NOT INCORRECTLY TURNED ON BY MOVEMENT IN ADJACENT 18-LOWER LEVEL LOBBY(Hotel:Hotel Lobby) 700 0.95 665 LED:CEILING MTD DOWNLIGHT:Other: 1 94 15 1410 19-LOWER LEVEL CORRIDOR(Common Space Types:Corridor/Transition<8 1612 0.59 951 LED:CEIUNG MTD DOWNLIGHT:Other: 1 182 15 2730 AREAS OR BY HVAC OPERATION. ft wide) LED: CEILING MOUNTED FIXTURE:Other: 1 40 17 680 20-LOWER LEVEL STAIRS(Common Space Types:Stairwell) 735 0.52 382 16-LOWER LEVEL UTILITY(Common Space T TIME-SWITCH CONTROLS: piy�es•EleCtricall echanical) 21-BOWLINGIPOOL(Gymnasium/Fitness Center:Playing Area) 7100 0.74 5254 FREEMAN ENGINEERING,PLLC LED: IX4 MECHANICAL:Other. 1 21 16 338 �E F M 8 WHERE TIME-SWITCH CONTROLS ARE PROVIDED, THE FOLLOWING PROCEDURES SHALL BE 22-GymnaslutnlFltnessCenter:ExerciSeArea JOSS 0.45 47s 17-LOWER LEVEL KITCHEN (Common Space Types:Food Preparation) tc N 23-SPAS/LOCKER ROOMS(Common Space Types-Locker Room) 3570 0.43 1535 LED: 1X4 KITCHEN:Other: 1 29 12 351 3555 Veterans Memorial Hwy PERFORMED: Total Allowed Watts= 56252 Suite Q IE-LOWER LEVEL LOBBY (Hotel:Hotei Lobby) 1. CONFIRM THAT THE TIME-SWITCH CONTROL IS PROGRAMMED WITH ACCURATE WEEKDAY, LED:CEILING MTD DOWN LIGHT:Other: 1 12 15 180 a' Ronkonkoma,NY 11779 rb W: 631-648-0577 WEEKEND AND HOLIDAY SCHEDULES. Project Title: 7100-ENCLAVES HOTEL Report date: 03125124 Project Title: 7100-ENCLAVES HOTEL Report date: 03125124 Project Title: 7100-ENCLAVES HOTEL Re ortdate: 03/25R4 �N Data filename: Page 1 of 9 Data filename: Page 2 of 9 Data filename: p page 3 of 9 s/NEEa"� 2. PROVIDE DOCUMENTATION TO THE OWNER OF TIME-SWITCH CONTROLS PROGRAMMING freemaneng@optonline.net INCLUDING WEEKDAY, WEEKEND, HOLIDAY SCHEDULES, AND SET-UP AND PREFERENCE PROGRAM SETTINGS. project: 3. VERIFY THE CORRECT DATE AND TIME IN THE TIME-SWITCH. 4. VERIFY THAT ANY BATTERY BACK-UP IS INSTALLED AND ENERGIZED. COMcheck Software Version COMcheckWeb A B C D E 5. VERIFY THAT THE OVERRIDE TIME LIMIT IS SET TO NOT MORE THAN 2 HOURS. Fixture ID : Description /Lamp/Wattage Per Lamp/ Ballast Lamps/ # of Fixture (C X D) The Enclaves °���� Exterior Lighting Compliance Certificate Fixture Fixture watt. 6. SIMULATE OCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: LED:T4:Other. 1 8 96 768 LED:T3:Cther: 1 1 96 96 6.1 ALL LIGHTS CAN BE TURNED ON AND OFF BY THEIR RESPECTIVE AREA CONTROL PQQUCOURTYARD(Sp cc1a ffea.ture_area- 3370Q ft2):Tra LIGHTING CONTROL SCHEDULE LED:MH PATH LIGHT:Other: 1 27 26 702 SWITCH. Project Information LED:DOOR WALL MOUNT:Other 1 4 26 104 LINX Energy Code: 2020 New York State Energy Conservation Construction Cade LO�d1ng dock (1070 ft2): Tradak�Wattage COOPER LIGHTING -FOR LIGHTING CONTROLL,, U UNLE WIRED CONTROL PANEL, DEVICES AND ACCESSORIES ARE BASE OF DESIGN 56655 Route 25 NLESS OTHERWISE NOTED. CONSULT VENDOR FOR DETAILS. 6.2 THE SWITCH ONLY OPERATES LIGHTING IN THE ENCLOSED SPACE IN WHICH THE Project Title: 7100- ENCLAVES HOTEL LED:DOOR WALL MOUNT:Other: 1 4 203 812 SWITCH IS LOCATED. Project Type: New Construction Entry canopy(2800 ft2):Tradable Wattage Symbol Model Number Description Southold, New York Exterior Lighting Zone 2 (Residential mixed use area (LZ2)) - LED:DOOR.WALL MOUNT:Other: 1 2 203 406 7. SIMULATE UNOCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: LED:PENDANT:Other: 1 2 36 72 LED:WALL MOUNT:Other. 1 2 203 406 IL*-**** ****Custom Panel information per model**** 7.1 NONEXEMPT LIGHTING TURNS OFF Construction Site: Owner/Agent: Designer/Contractor: FRONT DRUMM(Driveway.46700 ft2):Tradable Wattage IL* **** 56655 ROUTE 25 New York PAUL FREEMAN LED:T5:Other: 1 2 96 192 job number: 7.2 MANUAL OVERRIDE SWITCH ALLOWS ONLY THE LIGHTS IN THE ENCLOSED SPACE SOUTHOLD, New York 11971 FREEMAN ENGINEERING PLLC LED:T4:Cther: 1 3 96 288 a FDW-4TSB-W Control Wallstation, 4 Small Buttons, White Finish, 3555 VETERANS MEMORIAL FDW4 Control Bus Loop Connection, Custom Engraved Buttons Available WHERE THE OVERRIDE SWITCH IS LOCATED TO TURN ON OR REMAIN ON UNTIL HIGHWAY SUITE M Total Tradable Proposed Watts= 6078 1 1 RONKONKOMA,New York 11787 1 6-003 7 1 00 THE NEXT SCHEDULED SHUTOFF OCCURS. 6319813990 � � 'j ' ��` = 17777: ' " ' ' <,;�a� a°. 1p. .��;;` ' ® FDW-4TSB-RL-W iLumin+ Wa Istaton, 4 Small Buttons, Raise/Lower, White Finish, FREEMANENG@OPTONUNE.NET -" "- - - FDW4-RL Control Bus 1LooplConnection, Custom Engraved Buttons Available Exterior Lighting Compliance Statement date: DAYLIGHT RESPONSIVE CONTROLS. Compliance Statement: The proposed exterior lighting design represented In this document is consistent with the building plans, GMDS Greengate Momentary Decorator Switch Allowed Exterior Lighting Power specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been GMDS Q designed to meet the 2020 New York State Energy Conservation Construction Code requirements In COMcheck Version 08.2 .23 25� SD ISSUED FOR REVIEW WHERE DAYLIGHT RESPONSIVE CONTROLS ARE PROVIDED, THE FOLLOWING SHALL BE VERIFIED: A B C D E COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. p Area/surface Category Quantity Allowed Sd Wattagel Allowed Watts 10 iLumin+ Wallstation, 2 Large Buttons, Raise/Lower, White Finish, 09,06,23 80� SD ISSUED FOR REVIEW 1. CONTROL DEVICES HAVE BEEN PROPERLY LOCATED, FIELD CALIBRATED AND SET FORFDW-2TLB-RL-W Control Bus Loop Connection, Custom Engraved Buttons Available o Name-Title Signature pate FDW2-RL 09,22.23 DD FOR REVIEW & COORDINATION ACCURATE SETPOINTS AND THRESHOLD LIGHT LEVELS. WALKWAYS (Walkway>= 10 feet wide) 10116 ft2 0.1 Yes 1012 09.2 . 23 D DD ISSUED FOR REVIEW FRONT PARKING(Parking area) 26800 ft2 0.04 Yes 1072 a 2. DAYLIGHT CONTROLLED LIGHTING LOADS ADJUST TO LIGHT LEVEL SETPOINTS IN RESPONSE TO REAR PARKING(Driveway) 32500 ft2 0.04 Yes 1300 FDW-ITLB-W iLumin+ Wallstation, 1 Large Button, White Finish, o FDW1 Control Bus Loop Connection, Custom Engraved Buttons Available 1 0.12.23 50% CD ISSUED FOR PERMIT POOUCOURTYARD(Special feature area) 33700 ft2 0.1 Yes 3370 AVAILABLE DAYLIGHT. Loading dock 1070 ft2 0.35 Yes 374 iLumin+ Wallstation, 1 Large Button, Raise/Lower, White Finish, I Entry canopy 2800 ft2 0.25 Yes 700 FDW-ITLB-RL-W Control Bus Loop Connection, Custom Engraved Buttons Available q1 .1 5.23 FOR REVIEW & COORDINATION 3. THE CALIBRATION ADJUSTMENT EQUIPMENT IS LOCATED FOR READY ACCESS ONLY BY FRONT DRIVEWAY(Driveway) 46700 ft2 0.04 Yes 1868 FDW1-RL 01 .10.24 ISSUED FOR PERMIT AUTHORIZED PERSONNEL. Total Tradable Watts(a)= 9696 Digital to Analog Converter, Controls any Standard 0-10V Dimmable 02.07.24 ISSUED FOR BID Total Allowed Watts= 9696 FLT-DAC-DALI-DC2 DOCUMENTS REQUIRED TO BE PROVIDED: Total Allowed Supplemental Watts(b)= 400 DAC Fixture using Control Bus Signal. 4.5A Max Load. 03.22.24 As RE-ISSUED FOR BUILDING PERMIT (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. ALL DOCUMENTS DESCRIBED IN THIS SECTION SHALL BE PROVIDED TO THE BUILDING OWNER OR (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable 1--1, Control Bus Power Pack, Provides Power to Low Voltage Sensors, OWNERS � FL areas/surfaces, Lt'P FLT-SP-MV-DC2 Supports up to 5 Greengate Occupancy/Vacancy Sensors AUTHORIZED AGENT WITHIN 90 DAYS OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. 04.29.24 ISSUED FOR ADDENDUM NO.2 Proposed Exterior Lighting Power 05.22.24 ISSUED FOR ADDENDUM NO.3 CONSTRUCTION DOCUMENTS SHALL INCLUDE THE LOCATION AND CATALOGUE NUMBER OF EACH A B C D E SP20-RD4 120/277V Switchpack PIECE OF EQUIPMENT. Fixture ID : Description/Lamp/Wattage Per Lamp/ Ballast Lamps/ # of Fixture (C X D) SP Fixture Fixture Watt. MANUALS: WALKWAYS (Walkway>= 10 feet wide. 101.16 tt2)6 Tradable Wattage ONW-D-1001-MV-W Wall Mount, Dual Technology Occupancy Sensor LED. MH PATH LIGHT:Other: 1 56 26 1456 ONW AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED AND INCLUDE THE FRONT PARKING (Parking area. 26800 ft2):Tradable Wattage FOLLOWING: LED:T5; Other: 1 3 96 288 a VNW-D-1001-MV-W Wall Mount, Dual Technology Vacancy Sensor LED:T3:Other: 1 3 96 268 VNW 1. NAME AND ADDRESS OF NOT LESS THAN ONE SERVICE AGENCY FOR INSTALLED EQUIPMENT. LED:MH PATH LIGHT:Other: 1 26 2 52 LED.T4:Other. 1 1 96 96 2. A NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE, INCLUDING RECOMMENDED LED:SIGN LIGHT: Other: 1 2 26 52 OAC-DT-1000 Ceiling Mount, Dual Tech Occupancy Sensor. 1000 sq. ft. Range DT SETPOINTS. REAR PARKING (Driveway. 32500 ft2):Tradable Wattage 3. SUBMITTAL DATA INDICATING ALL SELECTED OPTIONS FOR EACH PIECE OF LIGHTING ESRN Unive Emergency Lighting Automatic Load Control Relay, nt Amp e Alarm Universal Vac, 0-10 Vdc Dimmer Override, Dry Contact Fire Alarm P,��OF NCty y EQUIPMENT AND LIGHTING CONTROLS. Project Title: 7100-ENCLAVES HOTEL Report date: 03/25/24 Project Title: 7100-ENCLAVES HOTEL Report date: 03/25/24 c LINE VOLTAGE 20A-240VAC HOSPITALITY KEY CARD SWITCH. 4. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF LIGHTING EQUIPMENT. p p JMK MK'DENOTES MASTER SWITCH TO ENABLE AND DISABLE OPERATION OF ALL LIGHTS AND Data fNename: Page 4 of 9 Data filename: Page 5 of 9 SWITCH RECEPTACLES WITHIN HOTEL GUEST ROOM r REQUIRED ROUTINE MAINTENANCE ACTIONS, CLEANING AND RECOMMENDED RELAMPING SHALL BE CLEARLY IDENTIFIED. Fo ati.fl:�, 5. A SCHEDULE FOR INSPECTING AND RECALIBRATING ALL LIGHTING CONTROLS. AR° 5 °�P,�/r>��/a REPORT: status: A REPORT OF TEST RESULTS SHALL BE PROVIDED AND INCLUDE THE FOLLOWING: 1. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. EXTERIOR LIGHTING FIXTURE SCHEDULE 0 INTERIOR LIGHTING NXTURE SCHEDULE 3 4 PROFESSIONAL'S STATEMENT Issued for BuMing Permit 2. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING DETAILS OF CORRECTIVE 5ymbol Qty Label LLF MAKE AND MODEL FIXT. MFG. $ GAT. NO. TYPE FIXTURE LUMENS LUMENMATT "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMENT, copyright: © 2023 AVGA MEASURES USED OR PROPOSED. TYPE WATT THESE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 /1 4 T3 O.C100 COOPER-LX5-VA3-LE0-3-830-U-A5G-A-BZ O GEILIN6 MOUNTED D01411-I6HT �D 15 _ - ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATION OF Tnr., COPYRIGHT DRAWINGS,SPECIF.ICA11ONS, AND 011IER DOCUMENTS Visual Gomfort d Go - ENGL35-L-L15 12 T4 o.aoo COOPER-LXS-VA3-LED-3-830-U-AST-A-BZ GEILIN6 MouNTED FIXTURE REQUIREMENTS OF SECTION C402, C403, C404, C405, C406 AND THE .D Y AND W V. IAMIII=.R OI.rEAUDAssOCIATES'ARCHITEcrS'P.C. O + I I LED 11 - OTIIERNN SETPRONIDED,F AVGk SHALL BE DEEMED TIIEAUTHOR OF THESE ARE SERVICES FOR T HE USE SOLED'KITH RESPFCT TO THIS PROJECT.UNLESS REQUIREMENTS OF SECTION C408" DOCUMENS AND SHALL RETAIN ALLCONNONLAW,STATUTORY ANDOTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE 5 T5 0A00 GOOIER-LXS-VA3-LED-3-830-U-5YM-A-BZ WALL MOUNTED SCONCE - 12 _ - OWNER, OR OTIiERS, ON OTHFR PROJECTS FOR AMMONS TO THIS PRO]ECI', OR FOR THE. COOIPLE'i'10'-v OF THIS PROJECT FOR OTHERS. 0 12 DOOR WALL MOUNT O.a00 ANTON LARGE WALL TECH L16HTIN6 IX4 RECE55ED PANEL(KITCHEN AREAS) - _ O Metalux - IX4 5NX 4FT 20 5L LED 12.1 Plotted: V'edncsdai %1ay 29,2024-1 L20am By: kspear O 2 PENDANT 0.850 ROTON IS o IX4 RECE55E7 PANEL(MECHANIGAL ARFA5) LED 16.4 File: J:\7100`,IDra«ing Files\TIIF ENCLAVES-1101'1?L\7100 LNl,l.dxrg Metalux- IX4 Gi5TX 3500K 80 GRI 2000LM 2 516N LITE 0.660 COOPER LUMARK TRAGER O GEILIN6 MOUNTED DOML16HT LED l5 - - _ DRAWING NO. TITLE - I WALLPAGK 0A00 COOPER LUMARK AXGENT 53 AMMIX LED 15a EN-1.0 CODE COMPLIANCE - COVER SHEET title: A5YX-2-WM-53 2 WALL MOUNT COLUMN CIA00 ANTON LARGE WALL TECH L16HTIN6 52 GEILIN6 MOUNTED DOML16HT LED 101 EN-1.1 CODE COMPLIANCE - EXTERIOR SITE PLAN Code Compliance - Cover A5YX-2-WM-52 1-1 111 MH PATH LIGHT 0A00 UNIQUE LIGHTING 5Y5TEM PROTON AREA L16HT ® EXIT LIGHT LED 3 _ _ O EN1.1 a CODE COMPLIANCE - LOWER LEVEL LIGHTING PLAN A Sheet COOPER LIGHTING -SURE-CITE SGXl06 1 EN1.1b CODE COMPLIANCE - LOWER LEVEL LIGHTING PLAN B 000ORDINATE WITH LIGHTING VENDOR/SITE ENGINEER FOR FINAL FIXTURE MODELS NOT USED 0 EN1.2a CODE COMPLIANCE - FIRST FLOOR LIGHTING PLAN A scale: As Noted 2O LOCATIONS, FINISH COLOR, DIRECTIONAL ARROWS AND MOUNTING AS DECIDED BY ARCHITECT. EN1.2b CODE COMPLIANCE - FIRST FLOOR LIGHTING PLAN B drawn: xD O ANY SUBSTITUTION OF FIXTURES SHALL ADHERE TO THE NYS ENERGY CONSERVATION CODE FOR EN1.3a CODE COMPLIANCE - SECOND FLOOR LIGHTING PLAN A 3 THE WAT-S PER SQUARE FOOT REQUIREMENTS AND REQUIRED LIGHT LEVELS FOR EACH AFFECTED EN1.3b CODE COMPLIANCE - FIRST FLOOR LIGHTING PLAN B AREA. A PHOTOMETRIC CALCULATION SHALL BE CREATED FOR EACH FIXTURE SUBSTITUTED AND EN1.4a CODE COMPLIANCE - COMCHECK EACH AREA AFFECTED BY THE SUBSTITUTION. EN1.4b CODE COMPLIANCE - COMCHECK ® PROVIDE ALL MOUNTING HARDWARE FOR ALL FIXTURES FOR A COMPLETE ASSEMBLY OF EACH N 11, 0 TYPE OF FIXTURE. o )W OR FORMERLY OF o = J TOWN HARBOR HONI' FORGIONE �', LU o _ - ------------------------------------------------------------------------ LANE NO. 1000-63-03-17.3 w NNECTED TO PUBLIC WATER) _ 9 o LAND NOW OR FORMERLY OF I VALERIE M. SCOPAZ I LAND NOW OR FORMERLY OF o j o 7urlurY S.C.T.M. N0. 1000-63-03-16 VINCENT DOLOMITE & ILEANA DOLOMITE I o o o I TRANSFORMER (IMPROVED CONNECTED TO PUBLIC WATER) S.C.T.M. NO. 1000-63-03-17.4 REMOVE NPROPOSED 6.5' 1 O N i HIGH STOCKADE EXISTING I (IMPROVED, CONNECTED TO PUBLIC WATER) z ) FENCE F-' 4 750K MIL - 4"C FENCE PROPOSED 6.5' i 0 Z U TO PEG SPLICE HIGH STOCKADE Q = BOX II REMOVE FENCE I J Z PSEG APPROVED SPLICE EXISTING I FENCE 4 BOX (LOCATION I DETERMINED IN FIELD 310.00' I S07044'40"E -------------------------- - ANDREW V. S07°38'10"E mom : : _ ¢a� - GIAMBERTONE :.o❑O• -,-- ❑❑°❑tin- n n'ry W211 LO art i t00kW ❑❑ - _ - --- -- ---- i i - _ - 112 10 In Ild 12GENERATOR � ----'-••-' ❑ __ ,� Q W & ASSOCIATES LOCATION p❑, i - 1 I- 1 .... .:;....... .. � . ....... + T - j't o © MH: 14 ---- 14 z o , ° ARCHITECTS o.. .......... ti �� 1Yl o ♦ door wall mount door wall mount :: Wallpack 1, _ 4 MH: MH: 6 ♦ MH: 9 t.•1 1 ,t \ � f\// o :� 62 Elm Street _ O ~ F111Huntington, NY 11743 •- - 1 �� • Y door wall moun o \ LU W MH: 6 MH: 6 o D �-I E! D t� D n' _ Q Q ° Telephone: 631.367.0050 s2 O C) �, J J , bE� CD Fax: 631.367.6636 UUUUUUUUUUUi ST.P. ❑❑aaaaaaa - � - - - . . _ ❑❑b❑❑❑❑❑ L7 ' : -y -'--.- �, o : .._ : : : = - I- GiambertoneArchitects.com p❑b❑❑❑❑ _ { �/� = p❑tip❑ �:-i:-i:-::-r:-:•::-:•rr:ati-:': l • 11,/ PROPOS 6.5' GH _ a d pIH: 14 - W (n j /l { x EN STOCKADE Q 1 1 F C ACOUSTIC 50'x90'SPECIAL to 0 0 W i _ ❑❑ EVENT TENT • // ��. LOCATION p° I 4 door wall mo lit °° /J 0 n° ❑ i • . rip ❑ i/ F i FX Ej n °� o o h o - - —- — -- --- -- ---- FREEMAN ENGINEERING,PLLC o © � Eq Q ❑ ❑❑ oil ,-6 9 _ ----------- = : , ❑ ,❑❑❑ 0 0 ❑ ❑❑❑ I _ _. ®...® � ; ® _ Veterans Memorial Hwy . N04 45 20iIW a—»—..�.._a.a_aa�.._a,�, _ ❑ p d s✓ C' I{'000 J i -...lit ..__.-- � Suite Q rt ❑❑ Ronkonkoma, NY 11779 LO 1J88 B8 88 88 88 88 o n❑❑ w w: 631-648-0577 j x ❑❑❑ L,, O Doo p❑❑ I © IIYEE1��t, o ❑ o o freemaneng@optonline.net o� ° ❑ ❑ l y W y yy yy door wall mount too p 4 00 o LAND NOW OR FORMERLY OF MH: 6 0° EUGEN TOMASIC & MIRELLA TOMASIC Fill ❑ �, �` ❑ I Il y y y y` ,o ;; o S.C.T.M. NO. 1000-63-03-14 project: n W y y y o ❑ 0 ' W y y y 1 :, 11 ° oa Z Q o ° ° o (IMPROVED, CONNECTED TO PUBLIC WATER) yyy yyy 88 BB 88 ee ee ee ❑ o I The Enclaves y door wall mou or wall mount ° ° y a a 0 ❑. I Ili ❑❑ �r I w❑ _ ❑❑ O IT >❑ I LIRR J y y y . c. - �> i LOCUST LANE _ : ° y Q iy �� woo❑ ❑❑❑❑❑❑❑u❑❑❑❑o❑°u❑❑❑❑o z❑p°❑p❑❑000000❑❑❑❑❑ u❑ ❑ rl "I❑ PROPERTY yy L L y y y y x A - -- _❑❑❑❑❑❑❑❑❑❑pp❑p❑❑❑❑❑❑❑❑0000❑ GRASS PAVED WALKWAY 3Opp❑❑❑❑❑000n❑❑❑❑❑❑❑❑0 �k If ❑ n LINE Z y y ' .,y ' y + ♦ ; V T 4- �.�_PROPOSED FIRE HYDRANT o D� ------------------------------------------------ +• y y y ya yy W yy yd,y F-� -----' ----Ti,------ --- - ❑n p ❑ p 1300 ❑ y y °° °°° 56655 Route 25 M 1 � MH 14 D � H: 14 / n°� no❑❑ \ ,{ ,tl( gp� i Y y yE C7� �`^ ❑❑❑ ; ❑ ❑❑❑❑n❑001100o�OEoapp110n�1❑p�+ MH' °o0 7 _ y I) a --- • �P LAND NOW OR FORMERLY OF y �yy y Uy y ♦ / 1 a MH: 14 Gt� R ° °° 11 n t o JANET L. RYAN Southold, New York ❑ i LEEEPAR PERMIT ❑❑❑o❑ IT S.C.T.M. NO. 1000-63-03-13 ELCWall mount al mount column ❑000000❑ ! (IMPROVED,CONNECTED TO PUBLIC WATER) O 1 1 AGES. _I� � MH: 9 . 9 � � ❑❑❑❑❑0 0 0 1 —✓ c✓ 000000 �,,,�P�� - - - job number: 'l �/ pip ❑❑op❑ ao ❑❑❑❑000❑000L - _-_ 000❑ t ❑❑ ❑ ❑ ❑ n ❑n❑❑❑n..,GRASSPAVERS ❑000°❑ S� ------------ ' 16-003/7100 z t co 1 _...----------------------------------- ._ �_ _ - _ -..-...__.._.__._. - - date: jl N05 fJ'50"W 1, — ------ 08.21 .23 25% SD ISSUED FOR REVIEW - 09.06.23 80% SD ISSUED FOR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW j t LAND NOW OR FORMERLY OF 1 j CHARLES W. WITZKE 10.12.23 50% CD ISSUED FOR PERMIT •1 S.C.T.M, NO. 1000-63-03-28.1 11 .15.23 FOR REVIEW & COORDINATION Nos°so'So°w (IMPROVED, CONNECTED TO PUBLIC WATER) 01 .10.24 ISSUED FOR PERMIT 51.34' 02.07.24 ISSUED FOR BID 03.22.24 RE-ISSUED FOR BUILDING PERMIT Site Plan 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 SCALE: 1/16"= 1'-0" COMcheck Software Version COMcheckWeb Section SectionSection # Rough-In ElocMcal Inspection Comp11N7 Comments/Assumptlons # Rough-in Electrl<al Inspection Compltas7 Comments/Assumptona # Final Inspection Corrapllea7 Comments/Aasumptions b Rec1.iD � b Aeq.ID b Req ID r Inspection Checklist C4051.2.;Spaces required to have light- ❑Compiles Exception:Areas such as security or emergency areas that C405.2.3. Daylight zones provided with ❑Complies Requirement will be met C303.3. Furnished O&M Ins uction5 fOr ❑Complies Requirement will be met. (G of NMV 2 :reduction controls have a manual ❑Does Not need c toucrus lighting C405.2.3 individual controls that control the ❑Does Not C408.2 5. systems and equipment to the Onces Not Energy Code:2020 New York State Energy Conservation Construction Co de IE 22I' control thatellows the=trpant to :❑NMObservable 1, gh slntlepeMent of genera 05," Not Observable' 2 bulltllgowner w designer `' V_fLl1 9Y 9Y Iedu<e the collected l ghtmq bed in C405.2.3. fighting.See code section C405.2.3 ❑ ❑Not Observable' Requirements:100.0%were addressed directly in the COMcheck Software areasonaHy unflorm uwmkafion ❑Not AppbCable 2 Daylight-respar ive c d rels for ONot Applicable Ir1771' epresentabve- ONot Applicable attem>.50 percent. IEL23p applicable spaces,C405.2.3.1 Daylight Text in the"Comments/Assumptions"column is provided by the user In the COMcheck Requirements screen.For each responsive control function and C41I 1 Interior installed lamp and fixture ❑Complies see me i,ueno'b0il g arm.e srneduk r°r vawa, C405.21,:O:cupancy sensors irntaNetl in ❑Complies 'eq ,nent will be rtnat. requirement,Me user certifies that a code requirement will be met and how that is documented,or that an exception C405 2.1.icassmomsflacturettraiMng rooms, Opoes Not _section C4651.3 2 Sltlelit zone. IfRBP IghNng power K consistent with what ❑goes Not R is being claimed.Where compliance Is itemized in a separate table,a reference to that table is provided. 1 icrnferencelmeeting/mule rpose C405.2.4 Separate fighting control devices for OLomplles Re ulrement will be met Is shown on the approved fight'"" -- Pu 9 q ❑Not Observable :❑Not Observable' ;plans,demonstrating proposed watts 1EL18I' rooms,ibreaknoo moms. :❑Not Applicable IEL26)' Specific uses mSldNed per approved '❑Does plat are less than or equal to allowM .❑Not Applicable r` Section :Iwngplan office areas. rea.des me oftkes, ughnrg plans ❑Not Observable watts, r # Plan Review Complies? CommentafAesumptlons ;open plan office 8rker re5troom5. ❑Not Applicable b Req.iD __ __ ________ _______ 'Sbrdge rooms,ticker roams. _ _ C40551 ',Ezkdof lighting power IS[on515teM ❑Complle5 'See tM Ex<edorcpAnng 9xlwa scfiMub nw'vaNes. L „� C303.2 Plans,specflkations,and/or ❑Compiles Requirement w,N be met. warehouse storage areas,and other C405.2.4 Additional interior lighting power ❑Complies Requirement will be met IF1191' with what is shown o,the approved ODOI Not PR4 1 calculate ons provide aIf Information ❑ 'spaces<-300 soh that are enclosed IEL271a allowed for speaal functions the oe Not fighting plans,demonstrating ❑Not Observable ( 1 o avi Does Not Per will which for the interior can be .by erencefloodr-to-ceitingdo height pa"Itions. approved lighting plans and k to allowed proposed watts are less Man or equal h :tleterminetl for the interior lghtin9 ❑No[OMervable :ptferen[P se<non language automaticaiiy controlletl and ❑Not Observable' to atlowetl wafts. ❑lint Applicable �� �V. and electrical systems and equipment ONot Applicable 705.2.1.2 krcontrol function In separated ham general lightlrig. ❑Not Applicable C408.2 5. Furnished es-bu in drawings W ❑Complies 'RequlRment will be met. V and document where exceptions W ',warehouses and secDan C405.2.1.3 1 eleclrit power 5 Stems within 90 tla © A� AN' the standard are clalmed Info"'tlad :far open plan office spaces. Ca05.2.5 Manual controls required by the OCompNez Requirement will be met. D Y Y5 Ol3oes Not Or.Es provided Should Include Irnerlor C405.21.;Dieu tic Sensors ConU°I function In❑COmpNesExce tlon: IEL2811 energy code are n a location with :❑Does Not IF of system acceptance. •❑Not Observable /-�V pa y p Requirement does not cooly. reedy access t cuparits and lighting power<alculatlons,wattage of 2 Iwarehou5es:M warehouses,the '❑ ❑Nat Observable ❑No[Applicable VVVitI bulbs and ballasts,transformers and Dons Not located where the controlled fights are 'control devices. IEL391' ;INhtlng in afsleways and open areas Is ONot Observable. Dle,or identity the area served and ONot Applicable C13311 Lighting systems have been tested nt ❑Complle5 Requirement will be me[. :controlled with occupant sensors that ❑NMA their status. IFI33]' :ensum propeY calibration,adjustment.❑Does Not C103.2 Plans,sperlfkatiais,and/or .❑Complies Requirement will be met. 4domatica"y reduce lighting power Applicable C405.2.6 ,Automatic fighting controls for extenor❑ Nes Requirement will be met. programming,and operation. IPRelt calculations provide all lnformalon ❑OoeS Not ;la 50%or more when the areas are 9 Camp q ❑Not Applicable status: ',will which compliance can De p up IEL30Y lighting installed.Controls will be ❑Does Net Nat Observable ;uroc[u Ietl.Theoc< ant sensors ❑Not Applicable ❑ 'cimrol I hti in each alsiewa of controlled.Set based on deterrriinetl for the exterior llghdng ❑Nat kable :tide '9 n9 y Duslne55 apetation time-of-day.or allot Observable Additional Comments/Assumptions: and ekctn<al Systems and equipment Appl pentletdly and do not control ❑Not A Ilcahle ',end document where exceptions M Hh sting beyond the aisleway being 'reduce ronnectetl fighting>30%., DD the Standa are claimed.information 'controlled by the sensor. C405.3 1 signs We not exceed 5 welts per ❑Compiles Requirement will be met. providedevilc ould include exterior C405.2.1.:0-c pant sensor control function In ;OCamplles Exception:Requirement does not apply. IEL61' face. Oboes Nat Issued R Permit lightingwer cal<uladons,wattage of 3 :oleo plan onset areas:occupant :ONO Not ❑Not Observable' I S S tie d for B u�ld-ln bulbs aaifasts,transformers and 1EL2011 ;smsor controls In open office spaces ❑Not Applicable rAnmol ix. >=300 sq.k.have controls 1) ONO Observable Additional Comments/Assumptions: 'configured sp that general lighting can❑lint Applicable Additional Comments/Assumptions: •Id controlled separately in control :zones with floor areas—600 sq II TiathIn Me space,2)automatically cum %of general lighting In if control zones eitmn 20 minutes after all occupants copyright: © 2023 AVGA Mve left the space,3)are configured :5o that general lighting power in each ;caabel zone k reduced by>-80%of ffe full zone general fighting power THE COPARIGIrr DRAVINGS,SPECIFICATIONS, AND OTHER DOCUMENTS 1*thin 20 minutes of all occupants PREPARED BY ANDREW V.GIAMBF RTONE AND ASSOCIATES,ARCHITECTS,P.C. ;laving that can[ml cone,and 4)are ceffigumd Such that any daylight (A\'GA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS 'repon5i a control will activate space general lighting or control zone ARE SERVICES FOR T HE USE SOLELY WITH RESPF.CI'TO THIS PROJECT.UNLESS to sae detected, occupancy PROFESSIONAL'S STATEMENT OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCU IFNTS AND SHALL,RETAIN ALL COMMONLAW,STATUTORY AND OTHER o the same areal eten C405.2 2. Eton area lint served by occupancy 'OComplies Exception:Areas wch as security or emergency areas that C405.2.2. se5om(per C40521)haw time- '❑pcesNot 'need continuous lighting. nil?SERN`FD RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE 1, sviKh control:and mnatkm totalled �nt p ,able OWNER, OR OTI fERS, ON OTHER PROJECTS zms1.2. n5«GonStaos.z.z1 andeaos.2.2.2.❑NotapphaaDle 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT, rxoJFcr, oR FOR THE conIPLETION TlTso rRCAijF�cr Fox oorliF>Z IEL211f THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATION OF Plotted: Wednesdav,1\tav, 29,2024-11:20an, By: kspear REQUIREMENTS OF SECTION C402,C403,C404,C405,C406 AND THE File: J:\7100`',I)ra\Ning 1/ilcs\'I'I II/,EN('I,AVI;S-I I(Yflq,\71001iN1.l.dtcg REQUIREMENTS OF SECTION C408" 1 High Impact(YeIll 2 Medium Inspect(Tier 21 3 Low Impact(Ter 3) 1 High Impact(Ter 1) 21Me�(no,21 3 Low Impact(Tier 3) 1 High Impact(Ter 1) 2lPlediam Impact(Tler 21 3Impact(Ter 3) 1 High Impact frier 1) 2 Meefum_Impact(TIer 2) 3 Low Impact(Tier 3)) ProjectTda: 7100•ENCLAVES HOTEL Report date:03/25/24 Pmiect Title: 1100-ENCLAVES HOTEL Report date:03125R4 Project Title: 7100-ENCLAVES HOTEL Report date-03/25/24 Project Tdk•. 7100-ENCLAVES HOTEL Report date:03/25/24 Data filename' Pate 6 of 9 Data filename Page 7 of 9 Data filename: Page Stiff 9 Data filename: Page 9 of 9 title: LIGHTING CONTROLSHEET NOTES Code Compliance - 1. EXTERIOR LIGHTING SHALL BE TIME CLOCK CONTROLLED AS PER NYS Exterior Site Plan ECC C405.2.4 AND BE CONTROLLED BY PHOTOCELL TO REDUCE LIGHTING BY NO LESS THAN 30% FROM MIDNIGHT TO NO EARLIER THAN 6AM AS PER C405.2.6.3. Scale: As Noted drawn: KD • FIXTURES ON THIS PLAN DESIGNATED WITH 'EM' AND HALF-SHADE SHALL BE CIRCUITED TO INVERTER INV-1. OVERRIDE SWITCH FOR OVERRIDE SWITCH FOR OVERRIDE SWITCH FOR LIGHTING ZONES "d,e,f,g" LIGHTING ZONE "k" INDICATED INDICATED IN BOWLING AND IN GOLF SIMULATOR AREA LIGHTING ZONES "h,i" GOLF SIMULATOR AREA INDICATED IN BAR AREA - - - - - - - - - - - - - - - - - c D F DN ANDREW V. - - - - - - - - GIAMBERTONE � f�� ' I I uP -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I 1 1 1 �- - — -_ _ -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ & ASSOCIATES Z El . . . . . . . (::I D3 -/ 3 j:e j t I °A ❑ ❑ ❑ _ ❑ ❑ ❑ ❑ ®�, ® ARCHITECTS 1 MTS12 BO _IN MECH. 1 DAC P >L MEGH. RM. C11 a - _ Dac LkLI,\ G31 b DAC j � i � � _ --=--- � 9 FORcap 1 I DAc O 1 OVERRIDE SWITCH �--�•�� _ ._ I I LIGHTING ZONES "a,b,c,d„ FLT-SP !3 d d �� d i d d� d e e e O 62 Elm Street O El D1-- O D ® O O � El m G.H. = 12 f0W -RL FD 1 1 I - DAC _ - --- 1 9 INDICATED IN POOL AREA - 1 ® ® I - _ __- I I ______ _� 1El `V EM U f I Huntington, NY 11743 COORDINATE IN FIELD WITH _ L _ _ _ _ _ _ _ + _ - _ _ �— 1 , ARCHITECT FOR FINAL 7 I - ----- ---------------- ----- 1----------- d-----------------------P^, -----------LL=--- -----------I ------ ----------------- ----..'._ - � _. � � •� Bo I � _ MECH. RM. 5 d 3 d a 5 a 53 d a 53 d a - J 53 DAC f f ❑ J g Q LOCATION(S) F--; ;+; ; G,q 0 ► Telephone: 631.367.0050 I I I I I ® o o I I I / I _ BAis El . G31=- FD I D I I I i I Q� Dac I I I �, °�� G3 , ❑FD®� L ®� DAC El Q © a _. GYM I I 1 TYP. I 1 IAA ® b ; ; I IRS G.H. = 14'-10" G.H. = 14'-IO" G17 1 ► Fax: 63 .367.6636 I I I G.H. = II'-II" GOLF /SPORTS 51MULATOR FLT-SP I I I I I 1 I I I I � . I °� I I a a I I I I i _ - _ - 1 1 �c 0 I I GIS I I GiambertoneArchitects.com MTS12 I I p d I (-I i-I -I i-1 I D Of ® p t I -1 O D D A�C4 I- --------------------- - ----------- ------------ - ---------------------------------------------- ------ -- ---- ---- ----------- -a-- ----------------- 1. EM p I I I - 52- - - - - - - - -�2 + _ I a - - 53 - - - - I- - - - - - - - — -1 - ��— - - - - - - - - - - - - - - - 10 -_______________________ ---------- u;: _________ __ _________________________________ __________________ __ ________ _____--___I_J____---____ ___________ - 1 I I - I DAC _ L `_�� �� - - - - - - L � - - - — I - - - - - - - - - - I I I FDW4-R� �"�, . �� a g a I POOL --------------- --------------- k B ------------------------------- ( I 1 CABANAS i i I I � � I I i i G31 I � --FDW - - - 12 i iE=P POOL 1 c DAC G t = 11'-0° ! I I W 0 FREEMAN ENGINEERING PLLC G.H. II'-O"� — G.H. 1 I i DAC OVERRIDE SWITCH FOR LIGHTING 1 I I ® ®� O l O M ®� ® ®EM El 2 ®EM D O ®;� ! 108 I I �,�� E M9ti ' „ „ �I + POOL CORRIDO O I G.r+. ZONES a,b,c,d INDICATED IN DAC ' I >I FDW4-RL I I G31a Veterans Memorial H 1 iQi I a POOL AREA - COORDINATE IN a I IQI / _ - - -' J 3555 Vet Hwy ,, .. D �; ® FIELD WITH ARCHITECT FOR FINAL ®EMI I �,, = 13'-0" - - 1 F w2- I Suite Q °; LOCATIONS) —1 °i , w ®�- 4 ® 0 D O� 81 f ; Ronkonkoma, NY 11779 �1 - m _ - - — ❑ _ _ -0 -RL W: 631-648-0577 i)5 - - - - - - - 5�- ------------r �52 -- --------------------- ------ --- ---------- ---- -- --- - -53 - SH R. - N Nw, -FLT- R -1 - - - e ` V -� _ J - - - -------- (J _ I'-O" D LE TOR tis N -- ------- -- _ 5 ®EM I �I a a �' ,. d 3 sHR. -- — k C Eta -- Q - - B ® PED /MAN. ® , E �►�t� ■ j�l ill. or,w ONW 12 H _ _- FLT-SP J DAC == FL -SP freemaneng@optonline.net ❑ ❑ 9 . 9 WOMEN' OOL BATHI t GHA G RM. • DA DAC - = II'-O" O O MA55A E R ' I OVERRIDE SWITCH FOR 1 °� izi W1 �I 9 STEAM BEM G EM _� G24 MECH. RM. - „ I = - _ NI ; I I C G2q FLT-SP T 12 MTS12 J I GI LIGHTING ZONES a,b,c,d CABAN u Nw FDW4 J DAc ` INDICATED IN POOL AREA - 1 w ' i ' i w �' �® I El �� • '�• DAC [ lam, ❑ - FD L 9 D'AC~ c project: REAR zl I ,z DAC u' = u O" Q SPA O DAC MA SAG O° COORDINATE IN FIELD WITH I I O 1 ____ _.� >�AC. {. I . . . ! DAC g j j I J G2o j 3 ARCHITECT FOR FINAL I S 1 I a a -- a ____________________a-----L)AUI ;. DAC _ 3 O El k I I O O Iq D c ----- -- -------------- -- ®EMI T ®EIIIII'-O" LE TOR LOCATIONS I i`'� I d--------------------- �I I� 0----------------------D------ - ----------® ❑ (-I J J I I I J I -r 1 l ) FDW4-RL --- - - - _ F�[ -RL f -_- ___-_____-= ` -- ----________- _____________ _- _ - _ �2 _ _ _ - _ _ _ _ , _ __- __ -__ - - -_ -- _ _ _ _I _ The Enclaves I ----- - - - --- --------- ----------- -_-- I I 3 L-I �i i�-- MTV ZJ Q J FDW4 RL ® ��IGE $ARC ( 0 I 4 I _J I a a • FLT-SPDac 0 . o w �. I I — T 1 TI I I ®� 0 O EM O O ^O 9 J DA I - - - - O ii • MTS12 1 ® 1 i I 3 M 1 4 MT FACIAL RM. 1 1 1 1 1 1 I b I I 5PA I I C FLT-SP MEN'5 P L BATH kl CHANGI RM. n wp,5H CP El EM J 02(o i SAUNA 9 Q G2 DAC ' Fp 5 ON FLT-S FDW L ❑ -- 1i + I I I I I G30 SHR. oN ON 3 HYDRO THERAPY ' I I I HAIR G23 0, ® I 56655 Route 25 1 E—P I I I 0 0 I Ow SHR. 5HR. Q, . ■1 N NW -I�a FLT-SP n n 4 DAC FDW -RL O LT S I I . �1—Tf'U�'' LS-0010 - M-00 1 I i i . . W • • i II'- ❑• ❑• i I 55 d L �3 d I S5 d S5 d 55 d ! Sid 53 d - A O O 12 G.H. = W-10" -- --- ---------------- ------- ------------ --------------------------- --------------------------- ----------- ------- ------------- - - --- `fLT= PJ - o Southold New York ' D c FLT SP 4 ' -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o I d 18 } 1 - - - — - - - - - - - - - - — - - - - - - — — — — — — — — — - - - - - - - - - — — — — — — — — — — — — — — — — — — - - - - - - - - - � 1 I I - L _ _ I III I I I I I I I I _ _ - -, 0 j ob number: - � - � - I- - - - - - - - -III I III - - - - -I I i - - - - - - - - - - I I III I I - - - - - - - - - - I I - - - - 16-003/7100 LIB- - - - - - - - - - -Ls - - - - - - - - - - - - - - - - - - - - zJ- - - - - - - - - -E_ :-7- - - - - - - - - - - - - - - - - - -� �- - - - - - - - - - -L � - - - - - - - - - - - - - - - - - - - - I I ANRM. I 2 I I L — — — — — — — — — — _J GOb f I G.H. = 14'-10" date: I A2 1 0 08.21 .23 25% SD ISSUED FOR REVIEW MATGHLINE "8_ _ �I� _ 4 _ MATGHLM "B" QI i 09.06.23 80% SD ISSUED FOR REVIEW L�J z 09.22.23 DD FOR REVIEW & COORDINATION QI 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT I I 1 I 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT 22 - - - - I - - - - - - - 02.07.24 ISSUED FOR BID I � 03.22.24 RE-ISSUED FOR BUILDING PERMIT r__1 Hotel - P�rtial ]Lower Level Floor Plan E3.1 a SCALE: Sig"= 1'-0„ 04.29.24 ISSUED FOR ADDENDUM NO.2 o-_ 4 � 4 4 4 4 q 4 4 q 4 .-0 05.22.24 ISSUED FOR ADDENDUM NO.3 - 'x - --T------T--- i - • i I I III o-- - - ! - I -----b o b b b b b _! .-.--.--- I i �" 5� �R1C PR �,�• I ' I I I . O KEY NOTES SHEET NOTES -- a ° ---- A�'n sso�P� b 6 1. EXIT LIGHTING POWERED VIA INVERTER INV-1 1. REFER TO LIGHTING CONTROL KEY NOTES x AND TABLE ON THIS SCHEME ON FLOOR PLANS. DRAWING FOR REQUIRED LIGHTING CONTROL IN DESIGNATED SPACE Key Plan status: 2. SAUNA/STEAM ROOMS TO BE COORDINATED IN FIELD. COORDINATE 11. LIGHTING LAYOUT SHOWN IS PRELIMINARY AND IS SUBJECT TO WITH LIGHTING VENDOR TO PROVIDE LIGHTING CONTROLS CONSISTENT 2• REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATION, CHANGE - COORDINATE WITH ARCHITECT/INTERIOR DESIGNER FOR SCALE:N.T.S. Issued for Bullin Permit WITH THE CONTROL SCHEME INDICATED ON THE LIGHTING CONTROL MOUNTING TYPE AND OTHER REQUIREMENTS. FINAL LIGHTING LAYOUT. RE-CIRCUIT/RE-ZONE AS NECESSARY AFTER NOTES ON THIS SHEET. COORDINATION WITH DESIGNER/ARCHITECT. copyright: © 2023 AVGA 3. REFER TO E-2.0 SERIES OF DRAWINGS FOR ELECTRICAL EQUIPMENT, LIGHTING CONTROL KEY NOTES TIIE COPYRIGHT DRA\CINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PANELS AND INVERTER LOCATION AND DESIGNATIONS O PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIAMS,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY\CITI I RESPF.C_I"I'O TI IIS PROJECT.UNLESS 4. ALL SURFACE, PENDANT LIGHTS AND WALL SCONCES SHALL BE CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION OTHFRVISE PROVIDED, AVGA SHALL BE DEENT.D THE AUTHOR OF THESE. INSTALLED PER ARCHITECTURAL DRAWINGS DIMENSIONS DETAILS DOCUMENTS AND SHALL THAT RETAIN DOCUMENTS STIAL STATUTORY ANDOTI HE , RESERVED RIGHTS THAT THPSF. IXxUMENTS SiIAId. NOT BE USED BY THE ELEVATIONS AND LIGHTING SCHEDULE. INTERIOR STAIRWAYS EXIT RAMPS OR PASSAGEWAYS. C405.2 OViNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS BUILDING EXTERIOR FACADE LIGHT AND LANDSCAPE LIGHTING • C405.2.60) PROJECT, OR FOR THE COMPLETION OF UITS PROJECT FOR OTHERS. • ALL LIGHTS ON 24/7. (Exception 2) • LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING • C405.2.6(2 5. REFERENCE LIGHTING CONTROL KEY NOTES FOR SPECIFIED CONTROL O EXTERIOR PHOTOCELL, AUTOMATIC SHUTOFF FROM MIDNIGHT TO . C405.2.6(4� Pb,tted: �w'`ancsaaF,nI°`''`� °'a-":�oa" Is)": kspear WITHIN EACH DESIGNATED AREA OR ROOM. HOTEL PUBLIC CORRIDOR, PRIMARY BUILDING ENTRANCE, EGRESS • C405.2 6AM, AND TIME SWITCH CONTROLS. rile: J:\7100\DraNtiin�;Fit«\.r1►r.r.NCI.:wrs-Jic�'rll,\7loorNI.LaNvg ( PASSAGEWAY. LVIGHTS ARE REQUIRED TO BE CONTINUOUSLY LIGHTED (24/7). (Exception 1) SLEEPING UNITS (ie: GUEST ROOMS) PERMENTALLY INSTALLED . C405.2.4(2) 6. PROVIDE NECESSARY POWER AND LIGHTING CONTROL CIRCUITS Cat 2 5e OR Cat 6). CONSULT LIGHTING CONTROL MANUFACTURER/VENDOR WHERE INDICATED MANUAL CONTROL (SWITCHES) TO BE PROVIDED LUMINAIRES AND SWITCHED RECEPTACLES. (Exception) FOR NECESSARY COMPONENTS AND INSTALLATION MANUALS. SEE O • MANUAL LOCAL CONTROL OF ALL LIGHTS AND SWITCHED RECEPTACLES. MASTER CONTROL (ENABLE AND DISABLE POWER TO title: PUBLIC SPACE OPEN OFFICE AREA OR OTHER SPACE C405.2.1 ALL GUEST ROOM LIGHTS AND SWITCHED RECEPTACLES) BY NOTES ON E-001.00 M, > WHERE MANUAL 'ON' WOULD ENDANGER SAFETY OR SECURITY. C504.2.1.1(2) HOSPITALITY KEYCARD SWITCH; BRANCH CIRCUIT POWER AUTO OFF Code Compliance - Lower 7. UNLESS INDICATED ON THIS DRAWING, REFER TO ELECTRICAL PANEL O • LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED (Exception) AFTER 30 SECONDS DELAY FROM REMOVAL OF KEYCARD. SCHEDULES FOR BRANCH CIRCUIT ASSIGN CIRCUIT BREAKER AND OCCUPANCY SENSOR(S) AND OVERRIDE SWITCH(S) (AUTO ON 100%; Level Lighting Plan A WIRES SPECIFICATION. AUTO OFF AFTER 20 MINS WITHOUT OCCUPANCY DETECTION) AREA, ROOM WITH LIGHTS OPERATED MANUALLY (ON/OFF) BY • C405.2.2 g g SPACE FOR BUSINESS, LOUNGES, LECTURES, STORAGE OR OTHER USE • C405.2.1 DESIGNATED SWITCHES. WHERE AUTO SHUTOFF WOULD ENDANGER Exception(2), 8. INSTALL ALL BRANCH CIRCUIT PER NATIONAL ELECTRICAL CODE LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED C504.2.1.1(2) O8 OCCUPANT SAFETY. Exception(3) scale: As Noted O4 MANUAL LOCAL ON/OFF CONTROL BY DESIGNATED SWITCHES WITH • C405.2.2.2 ACCEPTABLE MEANS AND METHODS. VACANCY SENSOR(S) AND OVERRIDE SWITCH(S) (MANUAL ON; AUTO DIMMING CAPABILITIES TO REDUCED LIGHTING LOAD BY NO LESS 9. ALL LIGHTING BRANCH CIRCUIT SHALL UTILIZE MINIMUM OFF AFTER 20 MIN WITHOUT OCCUPANCY DETECTION) THAN 50%.. drawn: KD PROFESSIONAL'S STATEMENT 2#12+1#12EGC CONDUCTORS, UNLESS OTHERWISE INDICATED. RESTAURANT/KITCHEN SPACE/AMENITY SPACE • C405.2.2.1 EXTERIOR LIGHT AT VEHICULAR PARKING/DRIVEWAY, PEDESTRIAN • C405.2.6(1) • EACH AREA THAT IS NOT PROVIDED WITH OCCUPANT SENSOR • C405.2.2.2 10. DRAWINGS INDICATE LIGHTING CONTROL INTENT - CONTRACTOR TO BUILDING ENTRANCES/EXITS AND WALKWAY AREAS. • C405.2.6(3 O CONTROLS SHALL BE PROVIDED WITH TIME-SWITCH CONTROLS "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMENT COORDINATE WITH LIGHTING VENDOR FOR ADDITIONAL REQUIRED O5 • LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING C405.2.6(4� COMPLYING WITH C405.2.2.1 Y THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20 0 LIGHTING CONTROL DEVICES (POWER PACKS, CONTROLLERS, EXTERIOR PHOTOCELL, 30% MIN. LIGHTING SET BACK (VIA • PROVIDED WITH OVERRIDE SWITCH AND DIMMING/MANUAL LIGHT ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATION F ADDITIONAL SENSORS, ETC) TO ACHIEVE DESIRED LIGHTING CONTROL DIMMING) DURING ANY TIME ACTIVITY HAS NOT BEEN DETECTED REDUCTION CONTROL WHERE SHOWNFOR 15 MINUTES OR MORE, BETWEEN MIDNIGHT AND 6AM, AND N1 . 1a REQUIREMENTS OF SECTION C402, C403, C404, C405, C406 AND THE TIME-SWITCH CONTROLS. REQUIREMENTS OF SECTION C408" i ON RAMP I ® O F o Q 1 s T U 1 2 v w - O KEY NOTES - - - - - - - - - - - - - - - ! - - - - - - - - - - ► i 1. EXIT LIGHTING POWERED VIA INVERTER INV-2 f� I � - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2. CONTRACTOR TO COORDINATE LOCATION(S) AND AMOUNT OF LIGHTING CONTROL PANEL(S) REQUIRED WITH LIGHTING VENDOR. BASIS OF - - I -' '- -1 DESIGN: COOPER LIGHTING WAVELINX WIRED SYSTEM � I I , I I I — — — — — — — — — — i 1 I MTS12 5 ° I - - GISa o SHEET NOTES � - - - - - - - --- ._ FLT-S P —I - - I �— - - - - - - - - - - - - - - - -I FDW1 FDW1 - ;- 1 - 1 „ ; ' ' ® ® { ( 1. REFER TO LIGHTING CONTROL KEY NOTES x AND TABLE ON THIS _ - I Xp I DRAWING FOR REQUIRED LIGHTING CONTROL IN DESIGNATED SPACE - = I I G.H. n-o 2. REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATION, MOUNTING ' GYM LOADING I I I I l g ANDREW Ve CI'l I , 1 cis D TYPE AND OTHER REQUIREMENTS, I - �� p I I I N � Di..AC' � � 3. REFER TO E-2.0 SERIES OF DRAWINGS FOR ELECTRICAL EQUIPMENT,_ - GIAMBEI"ONE 9 T-I-- nG. .= - I , I i PANELS AND INVERTER LOCATION AND DESIGNATIONS I— �` 1 I 1 SE �''AI ICI +-I+I-+ i DAC DACE±P =1_I_1 LJ J - - - - - - - - - - - - - - -- - — - - - 4. — - __ - L 1 ® NW —�(a1 ALL SURFACE, PENDANT LIGHTS AND WALL SCONCES SHALL BE IVW I I _�� INSTALLED PER ARCHITECTURAL DRAWINGS DIMENSIONS, DETAILS & ASSOCIATES L_ - � -- -- _--DAB °c- � VNW -- - J - - - I - - - - - r 5T N.G. 1 1 ELEVATIONS AND LIGHTING SCHEDULE. - — AC - - u. STAFF G :72 R .•I T .R RM I I �® "l -----------_ 3 ' 4 I 1 I I I I 1 11 5. REFERENCE LIGHTING CONTROL KEY NOTES FOR SPECIFIED CONTROL G.H. = II'-o" ! I I I c.H. = II'-O DAC DAC _ - ' I I I WITHIN EACH DESIGNATED AREA OR ROOM. ARCHITECTS �U 1 ; I DAC DAC - 6.13 PROVIDE NECESSARY POWER AND LIGHTING CONTROL CIRCUITS (Cat 5e - - - - El El I P 9 - _ OR Cat 6). CONSULT LIGHTING CONTROL MANUFACTURER/VENDOR FOR 62 Elm Street J- I I VN � _ _ J NECESSARY COMPONENTS AND INSTALLATION MANUALS. SEE NOTES ON .. VA G.H. - II'-O' I — - - — - - - - - - - - - - - - - - - - - - - � GHEF'S OFF. - - - - - - _ Huntington, NY 11743 D15 I I 14 L J c.H• = II'-o° }. LE TOR ®EM iD ,. I BFDW1 4R I i 7. UNLESS INDICATED ON THIS DRAWING, REFER TO ELECTRICAL PANEL j I � a i I I SCHEDULES FOR BRANCH CIRCUIT ASSIGN CIRCUIT BREAKER AND Telephone: 631.367.0050 MA55 24 R . ❑ MEGH- RM. .. 1. �] I I I I I I WIRES SPECIFICATION. GI =; 1 O FDWi I I I i Fax: 631.367.6636 777777777777777777 — — — — — J 8. INSTALL ALL BRANCH CIRCUIT PER NATIONAL ELECTRICAL CODE i I GEPTI N I - - - - - - - - - - - - - - - - - - - - - - MA 5AG Rp o� j°. ® I I I - , ACCEPTABLE MEANS AND METHODS. H ' I - - - - - - - - - - - - - - - - - - - - - - - - - - - - J GiambertoneArchitects.com f- cH I I- -1 .I� LE TOR I1 D 9. ALL LIGHTING BRANCH CIRCUIT SHALL UTILIZE MINIMUM 212+1#12EGC _ _ _ CONDUCTORS, UNLESS OTHERWISE INDICATED. -I 16 I I � I � _ —I I ELEVATOR LOBBY I 10. DRAWINGS INDICATE LIGHTING CONTROL INTENT - O o --- - GO EM L E CONTRACTOR TO COORDINATE WITH LIGHTING VENDOR FOR ADDITIONAL REQUIRED FACIAL RM. G.H. = I- I LIGHTING CONTROL DEVICES POWER PACKS CONTROLLERS ADDITIONAL I S T U V W ( > G26 I __ 9 I SENSORS, ETC) TO ACHIEVE DESIRED LIGHTING CONTROL SCHEME ON FREEMAN ENGINEERING,PLLC O A- --- I O FLOOR PLANS. R E E M A ti -_ �- { _ �- - - - - 1 - - - - - - - Veterans Memorial Hwy 3555 Vet o ___ DAC L � 0 1 11. LIGHTING LAYOUT SHOWN IS PRELIMINARY AND IS SUBJECT TO CHANGE Suite Q I I I KITCHEN "� - COORDINATE WITH ARCHITECT/INTERIOR DESIGNER FOR FINAL . 0 Go r I Ronkonkoma NY 11779 EIIEl I IF-M 0 1 LIGHTING LAYOUT. RE-CIRCUIT/RE-ZONE AS NECESSARY AFTER 4 , W: 631-648-0577 J - -- -- k r D� COORDINATION WITH DESIGNER/ARCHITECT. ! — I I freemaneng@optonline.net — QDAC FDW2-RL G.H. = II'-O" I O I project: AN RM. � � -;� _. - I G08 - _ = .. 1 = _ _ _ _ °-1= _ - - M= I t - 0) - - - - - - - - - - - - The Enclaves I , DAC f >, Q LEV. L BY GO RID. ,O9a i ' II 56655 Route 25 r _ o = Southold, New York - - - - - I - t 1 � s- - - - - - - J r I 3 Gob r' I I ONW® 1 fob number: 1 6-003/7100 I ► ! I 19 1 GL. I Q i F_ 1 41 date: 1 ' 08.21 .23 25% SD ISSUED FOR REVIEW 1 I 09.06.23 80% SD ISSUED FOR REVIEW 11 I El I EIS . NINE CAVE a DAC i 09.22.23 DD FOR REVIEW & COORDINATION G04a1 m� 0 1 1 1 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT I I __ MD 1- = DAC I I , 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT a° o° 02.07.24 ISSUED FOR DA 1 I I 0 BD 1 9 1 I I 03.22.24 RE-ISSUED FOR BUILDING PERMIT 11 o I a 1 I i 4 4 4 4 q q q q 04.29.24 ISSUED FOR ADDENDUM NO.2 - -- 1 1 I °� � G.H. = 14'-IO" I o- �i= _- V -�- _ ! �,. - -- - _ 05.22.24 ISSUED FOR ADDENDUM N0.3 o--- b DAC _ _ G04 ' G05 I I I � I'NINE RM. MECHANICAL RM. I I - - - o-- - -0 - 1 1 I I I FIXTURES ON THIS PLAN DESIGNATED WITH 'EM' AND a (] I I HALF-SHADE SHALL BE CIRCUITED TO INVERTER INV-2. 1 \ DAc S II ; � . I �g _ ,4-,— o---- i-- I— — — — —I NIN -G I✓E Da ® 3 I I — -J 1 I 1 I } ----tl-- I �I O M Ebl 4 ! I 1 G04c I I i 1 1 1 4 I b b A�'° SsioNP� - - - - - - r - - I I Key Plan '.H. = II'-O'. status: L — — — — — = I— —I SCALE:N.T.S. 0 a - - - 4 3) Issued for Buildin Permit 5TORAGE / MECH. DAC 1 OOIa 2 0 copyright: 0 2023 AVGA I a GORRIDO ® 4• ' I LIGHTING CONTROL KEY NOTES TTIE COPYRIGIH' DRAWINGS,SPECIFICA`ITONS, AND OTHER DOCUMENTS PREPARED BY ANDREIX'V.GIAhfBI?R'CONE AND ASSOCIATES,ARCIIII'P.CTS,P.C. EIS FDW1 GOi a 11 (AVGA)FOR TI[IS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS I pN�n/ I ARE SERVICES FOR T'HE USE SOLELY�CTTH RESPECT TO THIS PROJECT.UNLESS I HOUSEKEEPING OFFICE I I I OTHERVISE PROVIDED, AVGA SHALL BE DEEMED TTIE AUTHOR OP THESE DAC ' I ' CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION DOCUNn.NTS AND SHALL RETAIN ALLCOMMONI.AW,STATUTORY ANDOTHER ' I A RESERVED RIGHT'S THAT THESE DOCUMENTS SHALL NOT BE USED BY THE I� C I 1 INTERIOR STAIRWAYS, EXIT RAMPS OR PASSAGEWAYS. C405.2 BUILDING EXTERIOR FACADE LIGHT AND LANDSCAPE LIGHTING OWNER, oR OTHERS, ON OTHER PROJECTS FOR ADDITIONS To Tests 1 0 • C405.2.6(1) PROJEC OR FOR THE CO nI11ION OF MIS PROJECT FOR OTHERS. I / I ALL LIGHTS ON 24/7. (Exception 2) LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING t a2� C405.2.6 2L6 EXTERIOR PHOTOCELL AUTOMATIC SHUTOFF FROM MIDNIGHT TO OPlotted: wca„�saa•,�la•2�,2o2a-uz1am B,: k car A56AGE 5TORA6E - - - 6AM AND TIME-SWITCH CONTROLS. • C405.2.6(4) r;i�: > P 1 LATE Gota HOTEL PUBLIC CORRIDOR, PRIMARY BUILDING ENTRANCE, EGRESS • C405.2 J:��Joo,n.a.� r,I 5\'r}�r,r.NCJ.Avrs-�r�z'rr.�7Joor.N�.l.a PROFESSIONAL'S STATEMENT I I ' I 2 4 PASSAGEWAY. A ALL LIGHTS ARE REQUIRED TO BE CONTINUOUSLY LIGHTED 24 7 (Exception 1) SLEEPING UNITS ie: GUEST ROOMS PERMENTALLY INSTALLED 40 4 1 G.H. = II'-o" EM 0 WHERE INDICATED MANUAL CONTROL (SWITCHES) TO BE PROVIDED LUMINAIRES AND SWITCHED RECEPTACLES. (Exception) "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMEN-�, LAUNDR ° 1 O MANUAL LOCAL CONTROL OF ALL LIGHTS AND SWITCHED THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 'I cot EWI o ' T n 1 RESTROOM, PUBLIC SPACE, OPEN OFFICE AREA OR OTHER SPACE C405.2.1 7 RECEPTACLES. MASTER CONTROL (ENABLE AND DISABLE POWER TO title: ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATION OF 1 4 GMDS I I I I I 1 ALL GUEST ROOM LIGHTS AND SWITCHED RECEPTACLES BY WHERE MANUAL ON WOULD ENDANGER SAFETY OR SECURITY. C504.2.1.1(2) ) Code Compliance Lower REQUIREMENTS OF SECTION C402, C403, C404, C405, C406 AND THE O n 1 3 LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED (Exception) HO PITALITY KEYCARD SWITCH; BRANCH CIRCUIT POWER AUTO OFF p 1 O AFTER 30 SECONDS DELAY FROM REMOVAL OF KEYCARD. REQUIREMENTS OF SECTION C408" ILo ® A 1 11 ' I OCCUPANCY SENSOR(S) AND OVERRIDE SWITCH(S) (AUTO ON 100%; AUTO OFF AFTER 20 MINS WITHOUT OCCUPANCY DETECTION) AREA, ROOM WITH LIGHTS OPERATED MANUALLY (ON/OFF) BY C405.2.2 Level Lighting Plan B — ---- = - _- �_---__=----- - _ _ _ _ DESIGNATED SWITCHES. WHERE AUTO SHUTOFF WOULD ENDANGER Exception(2)LIN. STORAG _ _ SPACE FOR BUSINESS, LOUNGES, LECTURES, STORAGE OR OTHER USE • C405.2.1 - — — — — — — — — — — G02a — I— — 1— — — — — — — — — a • LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED . g OCCUPANT SAFETY. Exception(3) scale: As Noted F _ F- 7 I 4 C504.2.1.1(2) O • MANUAL LOCAL ON OFF CONTROL BY DESIGNATED SWITCHES WITH 40 I ( I O VACANCY SENSOR(S) AND OVERRIDE SWITCH(S) (MANUAL ON; AUTO DIMMING CAPABILITIES TO REDUCED LIGHTING LOAD BY NO LESS C 5.2.2.2 I I I 1 OFF AFTER 20 MIN WITHOUT OCCUPANCY DETECTION THAN 50%.. KD drawn. 1 , I _ I _ _ _ 1 _ _ _ _ _ _ _ _ 37 RESTAURANT/KITCHEN SPACE/AMENITY SPACE C405.2.2.1 L - - - - - - - - - J I EXTERIOR LIGHT AT VEHICULAR PARKING/DRIVEWAY, PEDESTRIAN • C405.2.6(1) EACH AREA THAT IS NOT PROVIDED WITH OCCUPANT SENSOR C405.2.2.2 _ I I BUILDING ENTRANCES/EXITS AND WALKWAY AREAS. • C405.2.6 3) O CONTROLS SHALL BE PROVIDED WITH TIME-SWITCH CONTROLS 1 Hotel -- Part:ial ower Level Plan O • LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING C405.2.6�4) COMPLYING WITH C405.2.2.1 EXTERIOR PHOTOCELL, 30% MIN. LIGHTING SET BACK (VIA PROVIDED WITH OVERRIDE SWITCH AND DIMMING/MANUAL LIGHT E3.1 b SCALE: 1/8"= it-olt DIMMING) DURING ANY TIME ACTIVITY HAS NOT BEEN DETECTED REDUCTION CONTROL WHERE SHOWN FOR 15 MINUTES OR MORE, BETWEEN MIDNIGHT AND 6AM, AND N10 TIME-SWITCH CONTROLS. 2 TYP FIXTURES ON THIS PLAN DESIGNATED WITH 'EM' AND HALF-SHADE SHALL BE CIRCUITED TO INVERTER INV-3. — C- - - - - - - - - - - — ANDREW Ve — - - - - - - - GIAMBERTONE - - -I — — I- ' —'- - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - - - - — ' - - - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - — - - - - - - - - - - � Q — - - o- -_w- - _ - -- -� — — — — _— & ASSOCIATES - - - - - - -- - - - -- - - - - — - - - - - - - - — arrI— ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A ROOM #1 3 H.G. AGGE�IIBLE RM. * ARCHITECTS G.H. = II'-10" G.H. = II'-10" G.H. = II'-10" I - I' G.H. = II'-10" I t 1 - - X -�- I 62 Elm Street i ROOM #1 ROOM #19 ROOM #Il ROOM #14 ROO #13 ROOM #10 ROOM #q ROOM #6 ROOM #5 ROOM #2 I 120 119 117 114 113 I10 109 106 105 102 Huntin ton NY 11743 0 0 0 0 0 0 0 0 o g 7 7 7 7 I (D7 7 7 7 7 � . 1 0 0 � Telephone: 631.367.0050 7 a --------- ------------ - --------- - --------- --------_ - ---------_ ------_--- - - - ------_-- --------- - - ----_----- __--------- - - — � - - - TH GL. A2H GL BAT a GL. GL. BAi a L. GL. GL. GL. GL. GL. GL Fax: 631.367.6636 r N • a cn a • • a cn a • % • a cn Wa • • a cn a • r a cn a a N N ;; N N N N i O N '�i O N / O ii ii �i ii ii ii i� • " Y Y 1 « o N I N N • 1 N " N Y BATH # I OVERRIDE SWITCHES BATH #I"1 - Iola CENTRALLY LOCATED GlambertoneArchitectsxom X. � � ? BATH #13 ATH #10 BATH #9 BATH #6 BATH #5 BATH #2 I Y ❑ � D U � I I D � I I � I��p� I a I FOR t�� — - - - • — — - a - -7- - - —f— p L!i El _S— - — SPASTAICESHALL/PUBLIC HR. SHR. SHR. 5 SHR. HR. SHR. SHR. SH I- 12 TYP• MAIN HALL I G.® 0" ® a 63 EM a 2 i ®E 14o a AC � G.H. I a E M 9 FREEMAN ENGINEERING,PLLC DAC ' H. = Io'-5° 3555 Veterans Memorial Hwy I i I I I �., ..��. ' _ ---- 1 Q • a� • = 9' O° H. = q' O° - . - ■ - _ q O • - ■ - - •- • • ■ e laoa' � FOs Suite D DAC D • - D D . . D D « D D . D D . P FW6S `` '' .. - Ronkonkoma, NY 11779 - - - D - 0 — — - ----- - BATH #1 A • #16 - - - - - BA • #15 A • #12 - - - - BA • #II BA • #8 - - - - - - BA • #7 B • #4 - — - - - - BA #3 - • b b - W: 631-648-0577 1 5 ro is I as ■ EL TOR INEEa P P S PR. SHR. • S freemaneng@optonline.net SHR. . . SHR. . . Filz. SHR. . • ,R. SHR. . b / N N �!1 N to N N N • Vl • N N • •N y • • I N • • y y • 3 D Dy N D Dom, ,�D Dom, D D�„ �,D wP GNP a a p p wP a a P wP p p wP p wP a a O wP O wP a a �I I � I ; ' DAC �p , Tub "TUB TUB y— — — — — GL. GL. _ GL. GL. 7uB TU C7� - — - - - - - - - -- -------- -------- -------- -------- GL. � GL — --- --------- ---------- ------- ----- -- - ------ -- - - - - - - - - -------- GL. ' FLT sP DAc w_MEN'S TH' I �" as project: • B TUB TUB _ _ GL. GL. _ � �B �B _ O OL BA , LP DAC I 7 7 7 7 7 7 7 7 7 SHR. � -1Q FAT sP •_TA O O O O O O O O O • WP D FLT-SP ELE TO DA 141- ; a �- The Enclaves I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DV ROOM #IS ROOM #16 ROOM #15 ROOM #12 ROOM #11 ROOM #8 ROOM #'I ROOM #4 ROOM #3 8 o I IS FEE] 115 112 III 108 107 104 103 nn --- DAc / OUT�bOR FOOL REG N j FU � -- — — — — G.H. = II'-10" Z a O 1 ■ a ■ I I Q i I owe 56655 Route 25 . I N - - - —� - N N - - N N - N N - - - - - - - N N - - - - - Southold New York DAC 10-O e, G.H. = 10'-7" G.H. = 10'-?" ® DT Cp El a a a a a a a a a a a a a a a a a 1 FLT-SP G.H. - 10-, CP®i la®� a4 job number: T T — _ -I 16-003 71 i � T = _ = TI ' ' . SHR . P 3 / OO — _ _ _ — I I a pwP FLT{sP date: To — oTi 2 , — T b MEWS POOL B, I— _ _ - -I P G.H. SD ISSUED FOR REVIEW 08.21 .23 25� S"R' 09.06.23 80� SD ISSUED FOR REVIEW MATGHLINE "B_ _ _ _ - MATGHLINE "B" Q' _ _ = 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW b 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION DncFLT SP 01 .10.24 ISSUED FOR PERMIT ---_ 02.07.24 ISSUED FOR BID 1 Hotel. - Partial First Floor Plan ' — — — _ 03.22.24 RE-ISSUED FOR BUILDING PERMIT E3.2a SCALE : 1/8"= 1'-o" 04.29.24 ISSUED FOR ADDENDUM NO.2 05,22.24 ISSUED FOR ADDENDUM NO.3 4 4 4 4 4 -- q q Q Q Q 0_ o- 257 _ I Al, OF NCyy r� X S o KEY NOTES SHEET NOTES70 d b € 1. ALL HOTEL GUEST ROOMS TO HAVE INSTALLED: CAPTIVE KEYCARD T ------------ status: 1. REFER TO LIGHTING CONTROL KEY NOTES x AND TABLE ON THIS 10. DRAWINGS INDICATE LIGHTING CONTROL INTENT - CONTRACTOR TO Ile Plan ________ SWITCH TO ACT AS MASTER SWITCH TO ENABLE POWER TO ALL DRAWING FOR REQUIRED LIGHTING CONTROL IN DESIGNATED SPACE COORDINATE WITH LIGHTING VENDOR FOR ADDITIONAL REQUIRED LIGHTING y LIGHTS, SWITCHED RECEPTACLES AND BATHROOM FAN WITHIN EACH CONTROL DEVICES (POWER PACKS, CONTROLLERS, ADDITIONAL SENSORS, � Issued for BLlildln Pernllt UNIT. REFER TO E5.2 FOR DETAIL. COORDINATE INSTALLATION 2, REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATION, MOUNTING ETC) TO ACHIEVE DESIRED LIGHTING CONTROL SCHEME ON FLOOR PLANS. SCALE: N.T.S. LOCATION IN FIELD TYPE AND OTHER REQUIREMENTS. copyright: © 2023 AVGA 11. LIGHTING LAYOUT SHOWN IS PRELIMINARY AND IS SUBJECT TO CHANGE - LIGHTING CONTROL KEY NOTESITIE2. EXIT LIGHTS TO BE POWERED VIA INVERTER INV-3 3. REFER TO E-2.0 SERIES OF DRAWINGS FOR ELECTRICAL EQUIPMENT COORDINATE WITH ARCHITECT/INTERIOR DESIGNER FOR FINAL LIGHTING X PRE RED�RY Ar DRAWINGS V.Gs,SPECIFICATIONS, AND oSIIER DOCUMENTS PREPARED BY ANDREW V.GIAAB3ERTONF..ANDASSOCIATES,ARClIH7?CTS,P.C. (AVGA)FORTHISPROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS PANELS AND INVERTER LOCATION AND DESIGNATIONS ARE SERVICES FOR WITH RESPECT To THIS PROJECT.UNLESS LAYOUT. RE-CIRCUIT/RE-ZONE AS NECESSARY AFTER COORDINATION WITH J: '. DESIGNER/ARCHITECT. CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION DOCUMENTS OCUMR NT PROVIDED,SHALL AVGA SHALL BE DEEMED TILE STATUTORY of THESE 4. ALL SURFACE, PENDANT LIGHTS AND WALL SCONCES SHALL BE INSTALLED RRE°,FRVEDTRIGHTTSsTHnT RETAIN DOCUMENTS si ALL T BE AND Y TILE PER ARCHITECTURAL DRAWINGS DIMENSIONS, DETAILS ELEVATIONS AND INTERIOR STAIRWAYS, EXIT RAMPS OR PASSAGEWAYS. • C405.2 BUILDING EXTERIOR FACADE LIGHT AND LANDSCAPE LIGHTING PROJER, OR OTHERS T ON OTHER PRoJEcrs FOR ADDITIONS O THIS '� • C405.2.6(1) PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. LIGHTING SCHEDULE. ALL LIGHTS ON 24/7. (Exception 2) O • LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING • C405.2.6(2) EXTERIOR PHOTOCELL, AUTOMATIC SHUTOFF FROM MIDNIGHT TO Plotted: %N'cdncsdiv,Arav29,2024-1121am By: );spear 5. REFERENCE LIGHTING CONTROL KEY NOTES FOR SPECIFIED CONTROL 6AM, AND TIME-SWITCH CONTROLS. • C405.2.6(4) rile: \71Po\i)r:i%x.n,,P>>«\1'1ri;l�,N(a„AVrs-1To'i'ra.\71oortii.2.d`,,, HOTEL PUBLIC CORRIDOR, PRIMARY BUILDING ENTRANCE, EGRESS C405.2 ►: WITHIN EACH DESIGNATED AREA OR ROOM. O PASSAGEWAY. (Exception 1) • ALL LIGHTS ARE REQUIRED TO BE CONTINUOUSLY LIGHTED (24/7). SLEEPING UNITS (ie: GUEST ROOMS) PERMENTALLY INSTALLED • C405.2.4(2) 6. PROVIDE NECESSARY POWER AND LIGHTING CONTROL CIRCUITS (Cat 5e 0 WHERE INDICATED MANUAL CONTROL (SWITCHES) TO BE PROVIDED LUMINAIRES AND SWITCHED RECEPTACLES. (Exception) Cat 6). CONSULT LIGHTING CONTROL MANUFACTURER/VENDOR FOR 7 • MANUAL LOCAL CONTROL OF ALL LIGHTS AND SWITCHED fide: NECESSARY COMPONENTS AND INSTALLATION MANUALS. SEE NOTES ON RESTROOM, PUBLIC SPACE, OPEN OFFICE AREA OR OTHER SPACE . C405.2.1 RECEPTACLES. MASTER CONTROL (ENABLE AND DISABLE POWER TO E-001.00 WHERE MANUAL 'ON' WOULD ENDANGER SAFETY OR SECURITY. C504.2.1.1(2) ALL GUEST ROOM LIGHTS AND SWITCHED RECEPTACLES) BY Code Compliance First O3 • LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED (Exception) HOSPITALITY KEYCARD SWITCH; BRANCH CIRCUIT POWER AUTO OFF OCCUPANCY SENSORS AND OVERRIDE SWITCH(S) AFTER 30 SECONDS DELAY FROM REMOVAL OF KEYCARD. 7. UNLESS INDICATED ON THIS DRAWING, REFER TO ELECTRICAL PANEL AUTO OFF AFTER 20 MINS WITHOUT OCCUPANCY) AOON 100%; Floor Lighting Plan A SCHEDULES FOR BRANCH CIRCUIT ASSIGN CIRCUIT BREAKER AND WIRES DETECTION) AREA, ROOM WITH LIGHTS OPERATED MANUALLY (ON/OFF) BY • C405.2.2 g SPECIFICATION. DESIGNATED SWITCHES. WHERE AUTO SHUTOFF WOULD ENDANGER Exce tion 2 SPACE FOR BUSINESS, LOUNGES, LECTURES, STORAGE OR OTHER USE C405.2.1 p ( ), • LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED • C504.2.1.1(2) O OCCUPANT SAFETY. Exception(3) scale: As Noted 8. INSTALL ALL BRANCH CIRCUIT PER NATIONAL ELECTRICAL CODE O VACANCY SENSORS AND OVERRIDE SWITCH(S) (MANUAL ON; AUTO MANUAL LOCAL ON/OFF CONTROL BY DESIGNATED SWITCHES WITH C405.2.2.2 ( ) DIMMING CAPABILITIES TO REDUCED LIGHTING LOAD BY NO LESS ACCEPTABLE MEANS AND METHODS. OFF AFTER 20 MIN WITHOUT OCCUPANCY DETECTION THAN 50%.. ratan: KD PROFESSIONAL'S STATEMENT 9. ALL LIGHTING BRANCH CIRCUIT SHALL UTILIZE MINIMUM 2#12+1#12EGC RESTAURANT/KITCHEN SPACE/AMENITY SPACE • C405.2.2.1 CONDUCTORS, UNLESS OTHERWISE INDICATED. EXTERIOR LIGHT AT VEHICULAR PARKING/DRIVEWAY, PEDESTRIAN • C405.2.6(1) EACH AREA THAT IS NOT PROVIDED WITH OCCUPANT SENSOR • C405.2.2.2 BUILDING ENTRANCES/EXITS AND WALKWAY AREAS. C405.2.6 3 O CONTROLS SHALL BE PROVIDED WITH TIME-SWITCH CONTROLS "TO THE BEST OF MY KNOWLEDGE BELIEF AND PERSONAL JUDGMENT, O LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING C405.2.6�4� COMPLYING WITH C405.2.2.1 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 EXTERIOR PHOTOCELL, 30% MIN. LIGHTING SET BACK (VIA PROVIDED WITH OVERRIDE SWITCH AND DIMMING/MANUAL LIGHT ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATION OF DIMMING) DURING ANY TIME ACTIVITY HAS NOT BEEN DETECTED REDUCTION CONTROL WHERE SHOWN N1 . 2a REQUIREMENTS OF SECTION C402, C403, C404, C405, C406 AND THE FOR 15 MINUTES OR MORE, BETWEEN MIDNIGHT AND 6AM, AND REQUIREMENTS OF SECTION C408" TIME-SWITCH CONTROLS. — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — II I F ' O ) Ql S I T U 1 2 V W jI - - -!— LLJ - ROOM #I lol H.G. ACCESSIBLE RM. ' I I - - D� Q `/ a a a 1 a - I b 3 _ ❑ DAC O ® O O I I I 0a 3 C)EM M WG FLT- P FLT-SP 135 --�-- 1 _ - -- J ' b b CEO DAC a^ C - - - - - - - - - -- - • ❑FLT-SP p 8 �FDW4-RL a a G.H. = I3'-o° a a O AC •• �r - p� U-C�' 9 �� 6 I U DAC FDW2; I� EVENT RM. HALL - � 9 I � 13-3-� 2 iii� I ! 2 - b c� ® 1 �— O il . ®----- O G.H. - 10'-O" I EM I g ANDREW V. III ❑ , a a a a BATH El - ----- ❑ GIAMBERTONE IOIa ] I DN ® -PANEL G ® l NT ROOM • • ® FDW4 133a 13 � b FL SP S c DAC I & ASSOCIATES o. � ---, - ��i-WG DT •-• •b ; � ,II FLT-SP 136 ® 3 I I 1 � I I Dac DAC 5E STAIR C 1 1 0 ! I p ® ® I ® ® I • = 1 ® d' l+ ' O • a a a a • a * ARCHITECTS ® ❑ EIS o F -S L b= 10'-O �,� • ❑ ❑ ®� ❑ gE I D� G.H. = 10'-5" / W 1-RL ® DAC --- 13 XX I40a ----------------------------------- G, - - 62 Elm Street PANELIGLIM' DAC �® ° Huntington, NY 11743 • 7 b b E A A� - - I —o —o _ I I 15 R. ELE TOR D 14 • I - � - Telephone: 1 3 �� FDW1-RL® a 63 .367.0050 Q ® bq WP i I I ELEVATOR LOBBY Co I� a -_ I 132 M ,,!, - _-_ Fax: 631.367.6636 FLT-SP DAC � Q i cour a GL. WOMEN 5 c�L BATH _ _-- - _ G.H. = I I'-O" ,a _ SHR. -J F�.T-SP I I I • Wf, DAC C113 -ZS -- EL TOR ❑• ® o a GiambertoneArchitects.com a IE g6 4 . -I- 000 0 • I i i I DV7� 8 - ----------------------------------- REMOTE R SWITCH 02 0 A00 WA L nn. �.. 3------------------------- - R NRECT TO T U V W OU7rVOR POOL RECEl ION ; 11 ------------------------- L. - - �� 6 EM • 1 -----POT WASHING --- r • p •] 1 , F PREP. � FREEMAN ENGINEERING PLLC � ' pw LL - , n, 3555 Veterans Memorial Hwy Eta D M Ek! [] a EM g ` ; r'" } Ronkonkoma, NY 11779 - , a 11'-0" ' c DAC © G.H. = q'-o" _ _ W: 631-648-0577 FA CA HAl2WAY tt,�, - f _ R PLATE CAAINET - - DT .— FLT SP s�NEEa� I 1- • O _ freemaneng@optonline.net cP I I®EM a�l 2 E OPEN — —--- PEE REF STOPAGE GARDE LOFTING 3'MPNGFR 3 ® project: /�. ESS T SHR • P ,., 0 0 2 D RZ OPEN R F Qu a \\ / " REF REGy t • \'� LINENS E­ STORAG EE FLT S � - 1 0� b MEWS POOL B DT - FDW DAC . The Enclaves PROFESSIONALS STATEMENT I • G.H. = I'-O" - 1 5HR• P G.H. D O'-O" DAc e I 2 8 FL[p FLT-SP SERVER26TA "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMENT, Q ,, 1 ; '- G.H. = 10' 6" THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE'?020I b• wP i ®� ! I ® � p ® i ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATION OF O REQUIREMENTS OF SECTION C402��C403, C404, C405, C406 AND THE AlWG o 9 N 56655 Route 25 REQUIREMENTS OF SECTION C408 b DAC � .,SH • 1-�,Q -------Q------- ❑ FDW • ❑i 3 • $J 12q � - — - - DncFLP - 1 FLT SPFDW1-RL® , Southold, New York 12:1) �NE; ®REF REF REF I : FIXTURES ON THIS PLAN DESIGNATED �� p I 6°�N °N I `��/ D I " WITH 'EM' AND HALF-SHADE SHALL BE job number: - CIRCUITED TO INVERTER INV-3. 16-003/7100 a O KEY NOTES DA — I 1. CONTRACTOR TO COORDINATE LOCATION(S) AND AMOUNT OF LIGHTING I —_ —_ _— —_ _— —_ ® I I I I ® I date: CONTROL PANEL(S) REQUIRED WITH LIGHTING VENDOR. BASIS OF I I EM I I I I EM DESIGN: COOPER LIGHTING WAVELINX WIRED. --- - -- 24 08.21 .23 25� SD ISSUED FOR REVIEW 2. EXIT LIGHTING TO BE POWERED VIA INVERTER INV-3 1= _ _ _ _ _ _ _ I� � ; I _ 09.06.23 80% SD ISSUED FOR REVIEW DAC DAC 1= _ _ _ _ _ _ _ ► El I o 09.22.23 DD FOR REVIEW & COORDINATION _ - - - - - - - I I I � I I I II 09.29.23 80% DD ISSUED FOR REVIEW 25 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT I = = = = I I I 2 TYP 02.07.24 ISSUED FOR BID _ ► 2 1 I I POND 03.22.24 RE-ISSUED FOR BUILDING PERMIT ! I— — — — —� °0' I I i I I I OUTDOOR DAC AC DINING I 1 DINING o-_4_Q ---4®--------------- --- ------—- -Q Q y 4 p 04.29.24 ISSUED FOR ADDENDUM NO.2 FIREPLACE I I I 125 IC1J_ ---®-- --- --- --- --- --- --._. - -- _ -�- --�- ' ---�_. - - - - - - I I ° I I _ r _ = 05.22.24 ISSUED FOR ADDENDUM N0.3 r I! I � _ _ _ _ = �_- ! F, - $-- -_— - - - -". ..�.,...7 7 - - - C� - ---- --- --- --- -�- ---- - -� --- ---- ---- - J I G.H. II' G I/2" I I 0 M EM I I El -- --`� ---- I - - - _ _ _ _ _ _ _ _ _ _ - - - - - - - - _ _ _ _ _ _ = El El El EMI -- SHEET NOTES - - - - - - - - - - - - - I ' - - - I I - - - = - - - - - - - --0 o----- - -- O _ I I 1. REFER TO LIGHTING CONTROL KEY NOTES x AND TABLE ON THIS ® �El- I ® DRAWING FOR REQUIRED LIGHTING CONTROL IN DESIGNATED SPACE TI FIXTURE SCHEDULE FOR SPECIFICATION, MOUNTING ' I _ _ I I b b _ �. ,' 2. REFER TO LIGHTING XTURE SCE E E I .::::::::_�: Q o.� TYPE AND OTHER REQUIREMENTS. �T _ _ �oSsNPS��/a� Key Plan El 3. REFER TO E-2.0 SERIES OF DRAWINGS FOR ELECTRICAL EQUIPMENT, _ _ _ _ _ _ _ _ I I I I I PANELS AND INVERTER LOCATION AND DESIGNATIONS = _ _ _ — _ = I I I I SCALE:N.T.S. -- - - - — ®—I- - - status: 4. ALL SURFACE, PENDANT LIGHTS AND WALL SCONCES SHALL BE INSTALLED -- - - — - _____________ _________________=____ - - - - - �3D4 PER ARCHITECTURAL DRAWINGS DIMENSIONS, DETAILS ELEVATIONS AND p, I G.H. = lo'-o° Issued for Butldin Permit LIGHTING SCHEDULE. °A` ❑ [ I ®EM EM copyright: © 2023 AVGA 5. REFERENCE LIGHTING CONTROL KEY NOTES FOR SPECIFIED CONTROL R LIGHTING CONTROL KEY NOTES / --- - - - I PREPARED BY ANDREW V.GIANIBERTONEAODASSOCIATtS,ARCHIOTCTS P.C. WITHIN EACH DESIGNATED AREA OR ROOM. FDW1-RL/ O COPYRIGHT DRAVINGS,G ® FQW® (AVGA)FOR THIS PROJECT,ARE INSTRUNfFNTS OF AVGA. THESE DOCUMENTS G.H. _ lOi_Ou ARE SERVICES FORT HEUSESOLELY V('ITH RESPFCTTO THIS PROTECT.UNIR S 6. PROVIDE NECESSARY POWER AND LIGHTING CONTROL CIRCUITS Cat 5e 0 I Q y aTHERWISE PROVIDED, AVGA SHALL BE DEEMED TILE AUTHOR OF THESE ( L CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION DOCUMENTS AND SHALL RETAIN ALL COINNONLAW,STATUTORY AND OTHER OR Cat 6). CONSULT LIGHTING CONTROL MANUFACTURER/VENDOR FOR • • / I DAC Dl A RESERVED RIGH]S THAT T]JESE DOCUMENTS SH.SLI, NOT ICE USED BY THE FLT SP OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS NECESSARY COMPONENTS AND INSTALLATION MANUALS. SEE NOTES ON / I I DT G O INTERIOR STAIRWAYS, EXIT RAMPS OR PASSAGEWAYS. • C405.2 BUILDING EXTERIOR FACADE LIGHT AND LANDSCAPE LIGHTING • C405.2.6(1) PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. E-001.00 "c I 2 i 4 ❑� ALL LIGHTS ON 24/7. (Exception 2) LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING C405.2.6 2 4 _ FLT SP DAC 6 • ( ) o - - - - - _ - - - - - - EXTERIOR PHOTOCELL, AUTOMATIC SHUTOFF FROM MIDNIGHT TO C405.2.6(4) Plotted: \X'cdncsaav,Nfa129,2024-11:22am s,: lkspcar 7. UNLESS INDICATED ON THIS DRAWING, REFER TO ELECTRICAL PANEL I LOB Y ' ❑ ® _ HOTEL PUBLIC CORRIDOR, PRIMARY BUILDING ENTRANCE, EGRESS C405.2 6AM, AND TIME-SWITCH CONTROLS. ray: �:\�Joo\i�r',, D f l«\'I��1'.r.N LAWS-IfffI 1\71oo EN12chvg, SCHEDULES FOR BRANCH CIRCUIT ASSIGN CIRCUIT BREAKER AND WIRES ¢� o I 121 i 1 B22 -1 E O 2 PASSAGEWAY.ALL GHTS ARE REQUIRED TO BE CONTINUOUSLY LIGHTED 24 7 (Exception 1) SLEEPING UNITS (ie: GUEST ROOMS) PERMENTALLY INSTALLED C405.2.4 2 SPECIFICATION. ❑ I ® = lo'-o° O ( / ) ( ) WHERE INDICATED MANUAL CONTROL (SWITCHES) TO BE PROVIDED LUMINAIRES AND SWITCHED RECEPTACLES. (Exception) I O MANUAL LOCAL CONTROL OF ALL LIGHTS AND SWITCHED 8. INSTALL ALL BRANCH CIRCUIT PER NATIONAL ELECTRICAL CODE I C.H. = 21'-2" 7 RECEPTACLES. MASTER CONTROL ENABLE AND DISABLE POWER TO title: ACCEPTABLE MEANS AND METHODS. FDW1-RL ® RESTROOM, PUBLIC SPACE, OPEN OFFICE AREA OR OTHER SPACE C405.2.1 GIFT / COFFEE SHOP — ' WHERE MANUAL 'ON' WOULD ENDANGER SAFETY OR SECURITY. • C504.2.1.1(2) ALL GUEST ROOM LIGHTS AND SWITCHED RECEPTACLES) BY Code Compliance First - - - - - - p 124 ® , wi- _!--_-- -,-__,_,_ O • LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED HOSPITALITY KEYCARD SWITCH; BRANCH CIRCUIT POWER AUTO OFF 9. ALL LIGHTING BRANCH CIRCUIT SHALL UTILIZE MINIMUM 2#12+1#12EGC ! SW' OCCUPANCY SENSOR(S) AND OVERRIDE SWITCH(S) (AUTO ON 100%; (Exception) AFTER 30 SECONDS DELAY FROM REMOVAL OF KEYCARD. CONDUCTORS, UNLESS OTHERWISE INDICATED. ❑ ® ® 1 AUTO OFF AFTER 20 MINS WITHOUT OCCUPANCY DETECTION) AREA, ROOM WITH LIGHTS OPERATED MANUALLY ON OFF BY • C405.2.2 Floor Lighting Plan B _ ® I j� DESIGNATED SWITCHES. WHERE AUTO SHUTOFF WOULD ENDANGER 10. DRAWINGS INDICATE LIGHTING CONTROL INTENT CONTRACTOR TO — - __ _ - -- _ _ _ _ _ Exception(2 , SPACE FOR BUSINESS, LOUNGES, LECTURES, STORAGE OR OTHER USE C405.2.1 8 Exce tion 3 COORDINATE WITH LIGHTING VENDOR FOR ADDITIONAL REQUIRED LIGHTING 36 LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED • C504.2.1.1(2) OCCUPANT SAFETY. P ( � scale: As Noted 4 O MANUAL LOCAL ON OFF CONTROL BY DESIGNATED SWITCHES WITH 4 CONTROL DEVICES (POWER PACKS, CONTROLLERS, ADDITIONAL SENSORS, VESTIBULEO VACANCY SENSOR(S) AND OVERRIDE SWITCH(S) (MANUAL ON; AUTO DIMMING CAPABILITIES TO REDUCED LIGHTING LOAD BY NO LESS C 05.2.2.2 ETC) TO ACHIEVE DESIRED LIGHTING CONTROL SCHEME ON FLOOR PLANS. OFF AFTER 20 MIN WITHOUT OCCUPANCY DETECTION) THAN 50%.. drawn: I� 11. LIGHTING LAYOUT SHOWN IS PRELIMINARY AND IS SUBJECT TO CHANGE - - - - - - - El - — - ----- - - - - - - I - - - - - 3�] RESTAURANT/KITCHEN SPACE/AMENITY SPACE • C405.2.2.1 — = — — = — EXTERIOR LIGHT AT VEHICULAR PARKING DRIVEWAY PEDESTRIAN • C405.2.6 1 • EACH AREA THAT IS NOT PROVIDED WITH OCCUPANT SENSOR • C405.2.2.2 COORDINATE WITH ARCHITECT/INTERIOR DESIGNER F FIN LIGHTING � c �i, _. — -- — - — — -- - — -- - I I � / ( ) • BUILDING ENTRANCES/EXITS AND WALKWAY AREAS. • C405.2.6(3) O CONTROLS SHALL BE PROVIDED WITH TIME-SWITCH CONTROLS LAYOUT. RE-CIRCUIT/RE-ZONE AS NECESSARY A ER CIORDI �I��b _ Partial First Floor Plan 5 • LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING • C405.2.6(4) COMPLYING WITH C405.2.2.1 DESIGNER/ARCHITECT. EXTERIOR PHOTOCELL, 30% MIN. LIGHTING SET BACK (VIA • PROVIDED WITH OVERRIDE SWITCH AND DIMMING/MANUAL LIGHT E3.2b SCALE: 1/ "= 1'-0" DIMMING) DURING ANY TIME ACTIVITY HAS NOT BEEN DETECTED REDUCTION CONTROL WHERE SHOWN FOR 15 MINUTES OR MORE, BETWEEN MIDNIGHT AND 6AM, AND N1 ,02 TIME-SWITCH CONTROLS. JI 2 TYP FIXTURES ON THIS PLAN DESIGNATED WITH 'EM' AND HALF-SHADE SHALL BE CIRCUITED TO INVERTER INV-4. 14 1 B C D E F G H J ANDREW V. C 7_77-77. 7 GIAMBERTONE & ASSOCIATES I ROOM #21 3 H.G.AGG 551BLE RM. ° ARCHITECTS ° �XX XX X X X X X X , X G.H. = q-10' G.H. _ �'-10" G.H, = q'-10" I 62 Elm Street IFF ROOM # O ROOM #3q ROOM #31 ROOM #34 OOM #33 ROOM #30 ROOM #21 ROOM #26 ROOM #25 ROOM #22 I 23q 23� 234 233 - - - _ 230 _ - - 22q - - - 226 - _ - 225 - - - - 222 - _ - - - Huntington, NY 11743 7 7 7 7 7 7 7 7 7 0 0 0 0 0 o Telephone: 631.367.0050 GL. H. = GL. BA C, GL. BAT 4 GL. GL. GL. GL. GL. GL. JJJ GL. 19 Fax: 631.367.6636 q • N • M N Q • • O ) ❑• • • D y O • • Q y ❑• • • ❑ N ❑ [a , • BATH # N • ]C • N • • N • (n to • (n E24Oa / _ ATH #37rl ATH #33 ATH #3 ATH #2q BATH #2 ATH #25 ATH #2 BATH a 21 Q GiambertoneArchitects.com 1 - ' P O - - • P I O v 2_� - • • D- 19 � • - • - - • • a 2 • • p • - - � a 2 • - • • 2■ a _ ' _ ' 5HR. 5HR. SHR. 5HR. SHR. SHR. • �- ■ 5HR. SHR. H ° - °� - ° C TiI i ( I„ 12 Ew1'-o° ® Dom, �AC D� � ®� � ® 2 ❑EM „J., MAIN � py� � � , � FREEMAN ENGINEERING PLLC lJ - E Ely 9�, 3555 Veterans Memorial Hwy Suite Q ❑ - 8 G, = 8'- ❑ ❑ H, - 8' oil ❑ ❑ 1 Ronkonkoma, NY 11779 M• ER /� • • • • • • • ❑• ❑• • • ❑• ❑• • b s, ATH #3 ' A ■ #3 - - - - - - A�■•#^3 A ■ #3 - - - - BA .j�#31 BA • #2 - - BA • 2 A ■ #2- - A #2 "b 1 Jr 238a 2o1a U I I - - - - - - - - iuP - - ❑1- - - - W: 631-648-0577 3,5 2a�a 2a a � 2ola a i i a 2� a 2 a FLT-SP �s1NEEa�� • P .0, , , freemaneng@optonline.net ❑ �Sm 5HR. . P . , us 5HR. . . R. SHR. • r' $ • FAR. 5HR. . P •b �\ (n (n L"!! (n to N N p G.H. 8'- ' O [BN �'O O(" rn O O�' O O O 3 O • (n (n (n (n (n (n (n to ', b LT-SP , LM-0021 DA DAc WP • ■ WP WP • • WP WP • • WP WP • • WP - • Wp • DT • D / TUB O ❑ ❑ O PUB TUB O ❑ ❑ O TUB TUB 0 ❑ ❑ i O TUB rUB ❑ ❑ O TUB TUB ❑ ❑' GL. GL. - - - - - - GL. . GL. - ----- _ _ GL. GL. - - - - - - - - GL. . FLT-sP � _ pl STD 6E ' -0- - M- • C • • FLT- 15 • pro)ect: �i 0 O O O O O O 7 7 20 J 20? fl O 0 G.H. = 8-t9 ELE TOR G•H The Enclaves •SP-D ! ROOM #38 ROOM #36 ROOM #35 ROOM #32 ROOM #31 ROOM #28 ROOM #2? ROOM #24 ROOM #23 DAc 1 238 X 23b 235 X 232 231 X X 228 227 X 224 223 X FD I iI • ON E T O ®� I O o en to .Lbw 56655 Route 2 5 0 Southold, New York ■ G.H. - q'-O' • • G.H. - q-O' . G.H. - q'-O' • • • • • • • • ■ • • • • ❑ � ❑ ❑ 0 ❑ D ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ job number: 16-003/7100 ' I I date: � I lyG 08.21 .23 25% SD ISSUED FOR REVIEW E EW MATGHLINE "B_' _ _ _ MATGHLINE "�" Q' 09.06.23 80% SD ISSUED FOR REVIEW z 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID 1 Hotel - Partial Second Floor Plan 03.22.24 RE-ISSUED FOR BUILDING PERMIT E3.3a SCALE: 1/8"= 1'-0" 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 - - - - -+ ---- - i i ---- _ ; o-- -- - or New i I ! ---- a - - --- a- -----0 ��A b.is oT09 %. be 0 O KEY NOTES SHEET NOTES Key Plan Status: 1. ALL HOTEL GUEST ROOMS TO HAVE INSTALLED: CAPTIVE KEYCARD 1. REFER TO LIGHTING CONTROL KEY NOTES x AND TABLE ON THIS LIGHTING CONTROL DEVICES (POWER PACKS, CONTROLLERS, SWITCH TO ACT AS MASTER SWITCH TO ENABLE POWER TO ALL DRAWING FOR REQUIRED LIGHTING CONTROL IN DESIGNATED SPACE ADDITIONAL SENSORS, ETC) TO ACHIEVE DESIRED LIGHTING CONTROL SCALE:N.T.S. Issued for Buil(lin Permit LIGHTS, SWITCHED RECEPTACLES AND BATHROOM FAN WITHIN EACH UNIT. REFER TO E5.2 FOR DETAIL. COORDINATE INSTALLATION SCHEME ON FLOOR PLANS. copyright: © 2023 AVGA LOCATION IN FIELD 2. REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATION, MOUNTING TYPE AND OTHER REQUIREMENTS. 11. LIGHTING LAYOUT SHOWN IS PRELIMINARY AND IS SUBJECT TO LIGHTING CONTROL KEY NOTES CHANGE - COORDINATE WITH ARCHITECT IN THE COPRED B A DRA V.G ,SPERMICEAND, ANDOCI OTHER DoECTS, Ts 2. EXIT LIGHTING POWERED VIA INVERTER INV-4 / TERIOR DESIGNER FOR X PREPARED BY ANDRL:Iv.GI.g1,IBERTMNEANDAssocIATES,ARCHITECTS,P.C. 3. REFER TO E-2.0 SERIES OF DRAWINGS FOR ELECTRICAL EQUIPMENT, FINAL LIGHTING LAYOUT. RE-CIRCUIT/RE-ZONE AS NECESSARY AFTER ARESER\7CESFo THEUSESO.ELYWITrNRFePcTTOTHISPROJECTEUNLES PANELS AND INVERTER LOCATION AND DESIGNATIONS COORDINATION WITH DESIGN ER/ARCH ITECT. CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION DOCUNfFNTrSA D SITALLRETAJN AiicoaDONiw,STATUTORY Y ADO HER RESERVED RIGHTS THAT THESE. DOCUMENTS SHALL, NOT BE USED BY TILE 4. ALL SURFACE, PENDANT LIGHTS AND WALL SCONCES SHALL BE MINER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS INTERIOR STAIRWAYS, EXIT RAMPS OR PASSAGEWAYS. C405.2 BUILDING EXTERIOR FACADE LIGHT AND LANDSCAPE LIGHTING PROJECT, OR FOR THE CMI,IPI. ON of THIS PROJECT r0R OTIIER.S. INSTALLED PER ARCHITECTURAL DRAWINGS DIMENSIONS, DETAILS 1 C405.2.6(1) ELEVATIONS AND LIGHTING SCHEDULE. • ALL LIGHTS ON 24/7. (Exception 2) O LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING C405.2.6(2) EXTERIOR PHOTOCELL, AUTOMATIC SHUTOFF FROM MIDNIGHT TO P1"rt`'a: �cancsaa,Dfap29,2oza-":23a,n »,: �;,n�ar HOTEL PUBLIC CORRIDOR, PRIMARY BUILDING ENTRANCE, EGRESS • C405.2 6AM, AND TIME-SWITCH CONTROLS. C405.2.6(4) File: J;\710o•�1)ra,N;,,g lrilc,;\'r'u1.H:Nc1.,wrs-110'FF.\71oo 1.N1.3.d�vg 5. REFERENCE LIGHTING CONTROL KEY NOTES FOR SPECIFIED CONTROL PASSAGEWAY. (Exception 1) WITHIN EACH DESIGNATED AREA OR ROOM. O ALL LIGHTS ARE REQUIRED TO BE CONTINUOUSLY LIGHTED (24/7). SLEEPING UNITS (ie: GUEST ROOMS) PERMENTALLY INSTALLED C405.2.4(2) WHERE INDICATED MANUAL CONTROL (SWITCHES) TO BE PROVIDED LUMINAIRES AND SWITCHED RECEPTACLES. (Exception) 6. PROVIDE NECESSARY POWER AND LIGHTING CONTROL CIRCUITS (Cat 7 • MANUAL LOCAL CONTROL OF ALL LIGHTS AND SWITCHED title: 5e OR Cat 6). CONSULT LIGHTING CONTROL MANUFACTURER/VENDOR RESTROOM, PUBLIC SPACE, OPEN OFFICE AREA OR OTHER SPACE C405.2.1 RECEPTACLES. MASTER CONTROL (ENABLE AND DISABLE POWER TO FOR NECESSARY COMPONENTS AND INSTALLATION MANUALS. SEE WHERE MANUAL 'ON' WOULD ENDANGER SAFETY OR SECURITY. C504.2.1.1(2) ALL GUEST ROOM LIGHTS AND SWITCHED RECEPTACLES) BY HOSPITALITY KEYCARD SWITCH; BRANCH CIRCUIT POWER AUTO OFF Code Compliance - Second NOTES ON E-001.00 O LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED (Exception) AFTER 30 SECONDS DELAY FROM REMOVAL F OCCUPANCY SENSOR(S) AND OVERRIDE SWITCH(S) (AUTO ON 100%; 0 KEYCARD. 7. UNLESS INDICATED ON THIS DRAWING, REFER TO ELECTRICAL PANEL AUTO OFF AFTER 20 MINS WITHOUT OCCUPANCY DETECTION) AREA, ROOM WITH LIGHTS OPERATED MANUALLY (ON/OFF) BY • C405.2.2 Floor Lighting Plan A SCHEDULES FOR BRANCH CIRCUIT ASSIGN CIRCUIT BREAKER AND DESIGNATED SWITCHES. WHERE AUTO SHUTOFF WOULD ENDANGER Exce tion 2), SPACE FOR BUSINESS LOUNGES, LECTURES, STORAGE OR OTHER USE C405.2.1 P ( ) WIRES SPECIFICATION. LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED C504.2.1.1(2) O8 OCCUPANT SAFETY. Exception(3 scale: As Noted O4 MANUAL LOCAL ON/OFF CONTROL BY DESIGNATED SWITCHES WITH • C405.2.2.2 VACANCY SENSOR(S) AND OVERRIDE SWITCH(S) (MANUAL ON; AUTO DIMMING CAPABILITIES TO REDUCED LIGHTING LOAD BY NO LESS 8. INSTALL ALL BRANCH CIRCUIT PER NATIONAL ELECTRICAL CODE OFF AFTER 20 MIN WITHOUT OCCUPANCY DETECTION drawn: IUD ACCEPTABLE MEANS AND METHODS. ) THAN 50%.. PROFESSIONAL'S STATEMENT RESTAURANT/KITCHEN SPACE/AMENITY SPACE • C405.2.2.1 9. ALL LIGHTING BRANCH CIRCUIT SHALL UTILIZE MINIMUM EXTERIOR LIGHT AT VEHICULAR PARKING/DRIVEWAY, PEDESTRIAN C405.2.6(1) • EACH AREA THAT IS NOT PROVIDED WITH OCCUPANT SENSOR • C405.2.2.2 "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMENT, 2#12+1#12EGC CONDUCTORS, UNLESS OTHERWISE INDICATED. 5 BUILDING ENTRANCES/EXITS AND WALKWAY AREAS. C405.2.6(3) O CONTROLS SHALL BE PROVIDED WITH TIME-SWITCH CONTROLS O LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING C405.2.6(4) COMPLYING WITH C405.2.2.1 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 202 10. DRAWINGS INDICATE LIGHTING CONTROL INTENT CONTRACTOR TO EXTERIOR PHOTOCELL, 30% MIN. LIGHTING SET BACK (VIA PROVIDED WITH OVERRIDE SWITCH AND DIMMING/MANUAL LIGHT a ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATIOIq F COORDINATE WITH LIGHTING VENDOR FOR ADDITIONAL REQUIRED DIMMING) DURING ANY TIME ACTIVITY HAS NOT BEEN DETECTED REDUCTION CONTROL WHERE SHOWN REQUIREMENTS OF SECTION C402, C403, C404, C405, C406 AND THE FOR 15 MINUTES OR MORE, BETWEEN MIDNIGHT AND 6AM, AND REQUIREMENTS OF SECTION C408" TIME-SWITCH CONTROLS. II I F G H J 2 M N 0 Q I S T U 1 2 V W O KEY NOTES r . . - I 1. EXIT LIGHTING POWERED VIA INVERTER INV-4 - - — _ - - - - - - - - - - - - - - - - - -=— r - -- - - — l tu 1 I I I I ROOM #21 1 221 , I TYP. H.G. ACCE551BLE RM. — — — — I +X 1 I I I I I I - I— 6 1 I I -- - - g ANDREW Vo ° I ° I ° I I ° I ❑ ❑ F-2—i- 1 E,F L _ I 1 1 GIAMBERTONE i SE1AIR 1 �� it - — — — — — — - - — — � — — � — — — — — — n • 401�000 fit __ _ _ 4 1 1 & ASSOCIATES _ G.H. O w 1 AC 1 11 1 o _ �- � I � ' I I 1 1 ® ARCHITECTS f I'. I E T, 7777-7 8 9 - _ I I I 62 Elm Street �� �� ** 2ND FLR. DWI T BAR /PREP. — — — — — — — — — — — — — — — DAC DACRA ' fE DAC I]DAC H05,E55 poAC SHEET NOTES O'_�- FL A (� • NY 11743 -DAC - DAG -1 — - - - - - - - - - - - - - - - - + - 15 I u F T P T SP , ELE TOR D 9 Huntington, b�, - 1 REFER DRAWINGO LIGHTING FOR REQUIRED ROL KEY NOTES LIGHTING CONTROL X AND TABLE IN DESIGNATEDON THIS SPACE Telephone: 631.367.0050 p .H. - - DAC _____ I O b � . � I I I I I I DT • LT-SPD 1 DAC tz ELEVATOR LOBBY • , • 2. REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATION, MOUNTING Fax: 631.367.6636 L' o 5TO �6E 203 ' ❑ ❑ ❑ TYPE AND OTHER REQUIREMENTS. GL. ' FLT-SP _ Q _ � • O AC 4 M- a . • FLT- O ' 1 ' 3. REFER TO E-2.0 SERIES OF DRAWINGS FOR ELECTRICAL EQUIPMENT, GiambertoneArchitects.com G.H. = b'�T J [207 DT ELE TOR p ®EM ®EM p' Q G.'I "I FLT SP DT PANELS AND INVERTER LOCATION AND DESIGNATIONS L —SP�� — DAC — ( * 16 1 4. ALL SURFACE, PENDANT LIGHTS AND WALL SCONCES SHALL BE INSTALLED FD W 1 R G.H. - 10'-O" 8 B I 8 PER ARCHITECTURAL DRAWINGS DIMENSIONS, DETAILS ELEVATIONS AND EM FDW4 -- J 1 FDw I-y LIGHTING SCHEDULE. S 6a T U V W 5. REFERENCE LIGHTING CONTROL KEY NOTES FOR SPECIFIED CONTROL 0 MI EM I I O ® M EM O ' _ - _ _ 1 = _ _ _ _ _ _ _ _ _ _ = _ —` WITHIN EACH DESIGNATED AREA OR ROOM. 16E E X1.9 FREEMAN ENGINEERING,PLLC I 17 " ' I' 3555 Veterans Memorial Hwy G.H. = a'-o" 6. PROVIDE NECESSARY POWER AND LIGHTING CONTROL CIRCUITS (Cat 5e r,_. O O O OR Cat 6). CONSULT LIGHTING CONTROL MANUFACTURER/VENDOR FOR ,, Suite Q p G.H. = a'-o° pl ] A j: NECESSARY COMPONENTS AND INSTALLATION MANUALS. SEE NOTES ON 'y Ronkonkoma,NY 11779 2 C DT O ® E-001.00 , ' , �� W: 631-648-0577 MEETINORM. I C NEE G.H. = q'-o" FLT SP 205 7. UNLESS INDICATED ON THIS DRAWING, REFER TO ELECTRICAL PANEL freemaneng@optonline.net rrlSCHEDULES FOR BRANCH CIRCUIT ASSIGN CIRCUIT BREAKER AND WIRES I 8 FDIW1-R AC 5LOPE0 CEILING SPECIFICATION. 1 a 0 (5EE SECTION) ®EM 8. INSTALL ALL BRANCH CIRCUIT PER NATIONAL ELECTRICAL CODE project: ACCEPTABLE MEANS AND METHODS. DACI I a ___ - - - - - - 20 9. ALL LIGHTING BRANCH CIRCUIT SHALL UTILIZE MINIMUM 2 12+1 12EGC # # The Enclaves � CONDUCTORS, UNLESS OTHERWISE INDICATED. FIXTURES ON THIS PLAN DESIGNATED WITH EM ANDEl 1=33 is - Ac ' HALF-SHADE SHALL BE CIRCUITED TO INVERTER INV-4. 10. DRAWINGS INDICATE LIGHTING CONTROL INTENT CONTRACTOR TO COORDINATE WITH LIGHTING VENDOR FOR ADDITIONAL REQUIRED LIGHTING ®p� ��.,, ❑ CONTROL DEVICES (POWER PACKS, CONTROLLERS, ADDITIONAL SENSORS, DAC ®� ' FLTSPDT • ETC) TO ACHIEVE DESIRED LIGHTING CONTROL SCHEME ON FLOOR PLANS. Q FdWi-R 4 �I 8 EM 11. LIGHTING LAYOUT SHOWN IS PRELIMINARY AND IS SUBJECT TO CHANGE - 56655 Route 25 11 O O ® COORDINATE WITH ARCHITECT/INTERIOR DESIGNER FOR FINAL LIGHTING LAYOUT. RE-CIRCUIT/RE-ZONE AS NECESSARY AFTER COORDINATION WITH Southold, New York - - - - - - - 21 DESIGNER/ARCH►TECT. I II 1 �f III I job number: 1 II II 16-003/7100 II ' date: I ' 1 II - -- - - - - - - - - - t - - - - ' - - - - - - - 24 08.21 .23 25% SD ISSUED FOR REVIEW 'I I I 09.06.23 80% SD ISSUED FOR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 1 10. 2.23 50% CD ISSUED FOR PERMIT it 11 .15.23 FOR REVIEW & COORDINATION I I 01 .10.24 ISSUED FOR PERMIT - I I 02.07.24 ISSUED FOR BID j II 03.22.24 RE-ISSUED FOR BUILDING PERMIT w. o--_Q--4—_-4 --___Q- _ Q Q q q q _ 04.29.24 ISSUED FOR ADDENDUM N0.2 FIREPLACE i AREA ROOF TERRACE -- - - - - - ; - - - - - - - - - - - - 27 o- - --- --- --- -- T --_- - -- - 05.22.24 ISSUED FOR ADDENDUM NO.3 -'- + - - 3 - - - - - ..... � I (II • C.-. III, .-.-0 I -o �OF NEW y, - -- - - - - - - - - - fi- - - - - - - - - - 30 _ ---- - a I I III Ke Plan l II I I hll I SCALE: N.T.S. status: — IFDW1 — — — — — �4) a Issued for Bu�ldln Permit DAC ®EM 1 EM copyright: © 2023 AVGA co ri ht: J� MEZZANINE DAC 20I X ' O LIGHTING CONTROL KEY NOTES THE COPYRIGHT DRA V.GI,SPECIFICATIONS,RTODAND OTHER DOECTS, TS DA PREPARED FORTHIS PROJECT,AREAINMCIRUMT NOVGA THESRCDIOCU DOCUMENTS ELEVATOR ARE SERATCES FOR T HE USE SOLELY 1XTTH RESPECT TO THIS PROJECT.UNLESS i OVERHEAD OTHERVISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION DocunlENTs AND sHALI.RETAIN ALLcoAmaoNLAw;srATvroRY AND OTHER Q • o ® OPE I TO LO BY �l =ATOR RESERVED RIGHTS THAT THESE DOCUMENTS SHAII, NOT BE USED BY THE AREA 1� G OANER, OR OTHERS, ON OTHER PRCJ1CTS FOR ADDITIONS TO THIS 2 DAC INTERIOR STAIRWAYS, EXIT RAMPS OR PASSAGEWAYS. C405.2 BUILDING EXTERIOR FACADE LIGHT AND LANDSCAPE LIGHTING C405.2.6 1 PRoJEcr, OR FOR THF. COMPLETION of THIS PRo1Ecr FOR OTHERS. O 1 ( ) X JJI O ALL LIGHTS ON 24/7. (Exception 2) LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING C405.2.6 2 , , -- - - - - - -- - - — - - - F�p -0 - - - 3S O EXTERIOR PHOTOCELL, AUTOMATIC SHUTOFF FROM MIDNIGHT TO . C405.2.6(4) rI,I>«i: Wednesday,,:a}a�,-o_a-�i. _gym H,': > n«E DAC I HOTEL PUBLIC CORRIDOR, PRIMARY BUILDING ENTRANCE, EGRESS • C405.2 6AM, AND TIME-SWITCH CONTROLS. rile: J:\7ioo,l)ri.7 ,,ril« '1'Ilr.r.Ncl.Avrs-1uT:rL\7ioor.N1.3.a" ® D H = _2 O PASSAGEWAY.AL GHTS ARE REQUIRED TO BE CONTINUOUSLY LIGHTED (24/7). (Exception 1) SLEEPING UNITS (ie: GUEST ROOMS) PERMENTALLY INSTALLED C405.2.4(2) 4 LUMINAIRES AND SWITCHED RECEPTACLES. X I STORAG WHERE INDICATED MANUAL CONTROL (SWITCHES) TO BE PROVIDED (Exception) MANUAL LOCAL CONTROL OF ALL LIGHTS AND SWITCHED DN }.' 202 RECEPTACLES. MASTER CONTROL (ENABLE AND DISABLE POWER TO fie' T , RESTROOM, PUBLIC SPACE, OPEN OFFICE AREA OR OTHER SPACE C405.2.1 Code Compliance - Second _ — G.H. = a'- 5/a" WHERE MANUAL 'ON' WOULD ENDANGER SAFETY OR SECURITY. C504.2.1.1(2) ALL GUEST ROOM LIGHTS AND SWITCHED RECEPTACLES) BY p PROFESSIONAL'S STATEMENT I HOSPITALITY KEYCARD SWITCH; BRANCH CIRCUIT POWER AUTO OFF O LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED (Exception) AFTER 30 SECONDS DELAY FROM REMOVAL OF KEYCARD. OCCUPANCY SENSOR(S) AND OVERRIDE SWITCH(S) (AUTO ON 100%; _ Floor Lighting Plan B TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMENT, ' AUTO OFF AFTER 20 MINS WITHOUT OCCUPANCY DETECTION) AREA, ROOM WITH LIGHTS OPERATED MANUALLY (ON/OFF) BY C405.2.2 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 ES WHERE AUTO SHUTOFF WOULD ENDANGER - - - - - BUSINESS, LOUNGES, LECTURES, STORAGE OR OTHER USE C405.2.1 DESIGNATED SWITCH Exception(2), ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATION OF 36 SPACE FOR g OCCUPANT SAFETY. Exception(3) scale: As Noted 1 4 LOCAL CONTROL WITH SWITCH INTEGRATED OR CEILING MOUNTED C504.2.1.1(2) O MANUAL LOCAL ON OFF CONTROL BY DESIGNATED SWITCHES WITH C405.2.2.2 REQUIREMENTS OF SECTION C402��C403, C404, C405, C406 AND THE ° O VACANCY SENSOR(S) AND OVERRIDE SWITCH(S) (MANUAL ON; AUTO DIMMING CAPABILITIES TO REDUCED LIGHTING LOAD BY NO LESS REQUIREMENTS OF SECTION C408 OFF AFTER 20 MIN WITHOUT OCCUPANCY DETECTION) THAN 50%.. drawn. - -- - - - Woor RESTAURANT/KITCHEN SPACE/AMENITY SPACE C405.2.2.1 EXTERIOR LIGHT AT VEHICULAR PARKING/DRIVEWAY, PEDESTRIAN C405.2.6(1 • EACH AREA THAT IS NOT PROVIDED WITH OCCUPANT SENSOR C405.2.2.2 BUILDING ENTRANCES/EXITS AND WALKWAY AREAS. C405.2.6(3 COMPO NG WITHL BE ROV1ED WITH TIME-SWITCH CONTROLS ("_1 Hotel - Partial econd Plan O5 LIGHT TO OPERATE AS FUNCTION OF DAYLIGHT SHUTOFF USING • C405.2.6(4 . PROVIDED WITH OVERRIDE SWITCH AND DIMMING MANUAL LIGHT E'J.3b EXTERIOR PHOTOCELL, 30% MIN. LIGHTING SET BACK (VIA / N1 SCALE: 1/8"= V-0" DIMMING) DURING ANY TIME ACTIVITY HAS NOT BEEN DETECTED REDUCTION CONTROL WHERE SHOWN 03 FOR 15 MINUTES OR MORE, BETWEEN MIDNIGHT AND 6AM, AND TIME-SWITCH CONTROLS. COMcheck Software Version COMcheckWeb QuantitySystem Type & Description QuantitySystem Type & Description COMcheck Software Version COMcheckWeb Proposed Efficiency= 80.00% Et, Required Efficiency: 80.00% Et or 80%AFUE 3 AC-120,101,240 (Single Zone): Cooling: 1 each -Single Package DX Unit, Capacity = 91 kBtu/h,Air-Cooled Condenser,Air Economizer Heating: 3 each-Other, Electric, Capacity 8 kBtu/h Inspection Checklist f Mechanical Compliance Certificate Proposed Efficiency= 12.80 EER, Required Efficiency= 11.00 EER No minimum efficiency requirement appliesrl i Proposed Part Load Efficiency= 12.60 IEER, Required Part Load Efficiency= 12.60 IEER Cool ng: 3 each -VRF Zone Fan Unit, Capacity = 7 kBtu/h, No Economizer, Economizer exception: High Efficiency Equipment Energy Code: 2020 New York State Energy Conservation Construction Code 1 RTU-1-113 (Single Zone): No minimum efficiency requirement applies Heating: 1 each-Central Furnace, Gas, Capacity= 150 kBtu/h Requirements: 100.0% were addressed directly in the COMcheck software Project Information Proposed Efficiency = 80.00%Et, Required Efficiency: 80.00% Et or 80%AFUE 37 AC- 1 Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each Cooling: 1 each -Single Package DX Unit, Capacity = 100 kBtu/h,Air-Cooled Condenser,Air Economizer Heating: 37 each -Other, Electric, Capacity= 21 kBtu/h requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception Energy Code: 2020 New York State Energy Conservation Construction Code Proposed Efficiency = 13.50 EER, Required Efficiency= 11.00 EER No minimum efficiency requirement applies Project Title: 7100 - ENCLAVES HOTEL Proposed Part Load Efficiency = 12.60 IEER, Required Part Load Efficiency= 12.60 IEER Cool ng: 37 each-VRF Zone Fan Unit, Capacity= 19 kBtu/h, No Economizer, Economizer exception: High Efficiency is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Location: Southold, New York Equipment 1 RTU-1-2 (Single Zone): No minimum efficiency requirement applies Section Climate Zone: 4a Heating: 1 each-Central Furnace, Gas, Capacity = 125 kBtu/h # Plan Review Complies? Comments/Assumptions Project Type: New Construction Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00% Et or 80%AFUE 2 ACCU-1-1, 2-1 (Unknown): & Req.ID Cooling: 1 each-Single Package DX Unit, Capacity = 76 kBtu/h,Air-Cooled Condenser,Air Economizer VRF Condensing Unit,Air Cooled Heat Pump C103.2 :Plans, specifications, and/or ; Complies i Requirement will be met. ANDREW V. Proposed Efficiency= 13.00 EER, Required Efficiency = 11.00 EER Heating Mode: Capacity = 243 kBtu/h, [PR2]1 calculations provide all information ; Does Not Construction Site: Owner/Agent: Designer/Contractor: Proposed Part Load Efficiency = 12.60 IEER, Required Part Load Efficiency= 12.60 IEER No minimum efficiency requirement applies ;with which compliance can be ;❑Not Observable 56655 ROUTE 25w New York PAUL FREEMAN Cooing Mode: Capacity y eq cremekBtu/h, ,determined for the mechanical GIAMBERTONE 2 RTU-1-3 & 2-1 (Single Zone): No minimum efficiency requirement applies systems and equipment and ;❑Not Applicable SOUTHOLD, New York 11971 FREEMAN ENGINEERING PLLC Heating: 2 each-Central Furnace, Gas, Capacity = 51 kBtu/h Fan System: None ;document where exceptions to the 3555 VETERANS MEMORIAL Proposed Efficiency= 80.00% Et, Required Efficiency: 80.00% Et or 80%AFUE ;standard are claimed. Load Additional Efficiency Package(s) HIGHWAY SUITE M Cooling: 2 each-Single Package DX Unit, Capacity= 36 kBtu/h,Air-Cooled Condenser, Unknown Economizer 2 ACCU-1-2, 2-2 (Unknown): ;calculations per acceptable RO 981399 MA, New York 11787 Proposed Efficient 20.00 SEER, Required Efficient 14.00 SEER :engineering standards and & ASSOCIATES 6319813990 p y= q y = VRF Condensing Unit,Air Cooled Heat Pump , FREEMAN ENG@OPTONLINE.NET Proposed Part Load Efficiency= 0.00 , Required Part Load Efficiency= 0.00 Heating Mode: Capacity= 243 kBtu/h, ;handbooks. No minimum efficiency requirement applies C103.2 :Plans, specifications, and/or ❑Complies Requirement will be met. 1 ACCU-C-4/AC--C-4 (Single Zone): Cooing Mode: Capacity = 216 kBtu/h, [PR3]1 ;calculations provide all information ❑Does Not Credits: 1.0 Re quired 1.0 Pro posed compliance Heating: 1 each-Duct Furnace, Electric, Capacity = 36 kBtu/h No minimum efficiency requirement applies with which com Nance can be ® ARCHITECTS Enhanced Interior Lighting Controls, 1.0 credit No minimum efficiency requirement applies Fan System: None ;determined for the service water :[:]Not Observable:, Cooling: 1 each-Split System,Capacity = 36 kBtu/h,Air-Cooled Condenser, Unknown Economizer ;heating systems and equipment and ❑Not Applicable Proposed Efficiency = 17.00 SEER, Required Efficiency = 13.00 SEER 1 HWh-1: Mechanical Systems List Proposed Part Load Efficient 0.00 , Required Part Load Efficient 0.00 ;document where exceptions to the p Y = q Y = Gas Storage Water Heater,Capacity: 119 gallons, Input Rating: 500 kBtu/h w/Circulation Pump 'standard are claimed. Hot water , QuantitySystem Type & Description Proposed Efficiency: 98.00% Et, Required Efficiency: 80.00% Et ;system sized per manufacturer's 62 Elm Street 1 ACCU-2-2/AC-2-2 (Single Zone): 1 RTU-C-1 (Single Zone): ;sizing guide. Heating: 1 each-Central Furnace,Gas, Capacity = 100 kBtu/h Heating: 1 each-Duct Furnace, Electric, Capacity = 24 kBtu/h 1 HWh-2: ° ° ° No minimum efficiency requirement applies Gas Storage Water Heater, Capacity: 119 gallons, Input Rating: 300 kBtu/h w/Circulation Pump Additional Comments/Assumptions: Huntington, 1V i 11743 Proposed Efficiency = 80.00 a Et, Required Efficiency: 8 to/h /o r- or ed/°AFUE Cooling: 1 each-Split System,Capacity 24 kBtu/h,Air-Cooled Condenser,Air Economizer ° ° g Cooling: leach-Single Package DX Unit, Capacity = 68 kBtu/h,Air-Cooled Condenser,Air Economizer p y p ty- Proposed Efficiency: 98.00 /o Et, Required Efficiency: 80.00 /° Et Proposed Efficiency = 13.00 EER, Required Efficiency= 11.00 EER Proposed Efficiency = 17.00 SEER, Required Efficiency= 13.00 SEER Proposed Part Load Efficiency= 12.60 IEER„ Required Part Load Efficiency= 12.60 IEER Proposed Part Load Efficiency = 0.00 , Required Part Load Efficiency = 0.00 1 HWh-3: Gas Storage Water Heater, Capacity: 119 gallons, Input Rating: 400 kBtu/h w/Circulation Pump Telephone: 631.367.0050 1 ACCU-2-3/AC-2-3 (Single Zone): Proposed Efficient 98.00% Et, Required Efficient 80.00% Et p 1 RTU-C-2 (Single Zone): y q y: T; Heating: 1 each-Central Furnace, Gas, Capacity = 125 kBtu/h Heating: l each-Duct Furnace, Electric, Capacity = 48 kBtu/h Fax: 631.367.6636 Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00% Et or 80%AFUE No minimum efficiency requirement applies 1 HWH-4: Cooling: 1 each-Split System, Capacity= 48 kBtu/h,Air-Cooled Condenser,Air Economizer Gas 5tora a Water Heater,Capacity: 60 gallons, Input Rating: 120 kBtu/h w/Circulation Pump Cooling: 1 each-Single Package DX Unit, Capacity = 73 kBtu/h,Air-Cooled Condenser,Air Economizer g p Y g p g p Proposed Efficiency= 17.00 SEER, Required Efficiency = 13.00 SEER Proposed Efficiency: 98.00% Et, Required Efficiency: 80.00% Et Proposed Efficiency = 13.00 EER, Required Efficiency = 11.00 EER Proposed Part Load Efficiency = 12.60 IEER, Required Part Load Efficiency= 12.60 IEER Proposed Part Load Efficiency = 0.00 , Required Part Load Efficiency = 0.00 Giambertone rchitects.com 1 ACCU-2-4/AC--2-4 (Single Zone): 1 RTU-C-3 (Single Zone): Mechanical Compliance Statement Heating: 1 each-Central Furnace,Gas, Capacity = 110 kBtu/h Heating: 1 each -Duct Furnace, Electric, Capacity= 36 kBtu/h o ° o No minimum efficiency requirement applies Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, Proposed Efficiency= 80.00/° Et, Required Efficiency: 8 to/h /o r- or ed/o AFUE Cooling: 1 each-Split System, Capacity p p application. proposed y Cooling: leach-Single Package DX Unit, Capacity = 40 kBtu/h,Air-Cooled Condenser, Unknown Economizer P Y p y= 36 kBtu/h,Air-Cooled Condenser,Air Economizer specifications, and other calculations submitted with this permit a Ilcation.The ro osed mechanical systems have been Proposed Efficiency = 20.00 SEER, Required Efficiency= 14.00 SEER Proposed Efficiency= 17.00 SEER, Required Efficiency = 13.00 SEER designed to meet the 2020 New York State Energy Conservation Construction Code requirements in COMcheck Version Proposed Part Load Efficiency= 0.00, Required Part Load Efficiency = 0.00 Proposed Part Load Efficiency = 0.00 , Required Part Load Efficiency = 0.00 COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 1 RTU-C-6 (Single Zone): 1 DOAS-1 (Single Zone w/PerimeterSystem): Heating: leach -Central Furnace,Gas,Capacity = 180 kBtu/h Heating: 1 each-Central Furnace, Gas, Capacity = 100 kBtu/h Name-Title Signature Date FREEMAN ENGINEERING,PLLC o o ° E 0 0 o Proposed Efficiency= 80.00/°Et, Required Efficiency: 80.00 /o Et or 80/o AFUE Ql E M 9 Proposed Efficiency = 80.00/o Et, Required Efficiency: 80.00 /o Et or 80/°AFUE ti Cooling: 1 each-Single Package DX Unit, Capacity 77 kBtu/h,Air-Cooled Condenser,Air Economizer Cooling: leach -Single Package DX Unit, Capacity = 88 kBtu/h,Air-Cooled Condenser, Air Economizer g g v = "' ` . 3555 Veterans Memorial H Proposed Efficiency= 13.00 EER, Required Efficiency = 11.00 EER Proposed Efficiency= 11.00 EER, Required Efficiency = 11.00 EER �'�'S' Proposed Part Load Efficiency= 12.60 IEER., Required Part Load Efficiency = 12.60 IEER Proposed Part Load Efficiency= 12.60 IEER, Required Part Load Efficiency = 12.60 IEER Suite Q [• j; 1 MUAU-1 (Single Zone): Ronkonkoma, NY 11779 1 RTU-C-7 (Single Zone): ' Heating: 1 each-Central Furnace, Gas, Capacity 67 kBtu/h Heating: 1 each -Central Furnace,Gas, Capacity = 73 kBtu/h ° ° 1 w: 631-648-0577 9: o p y o o Proposed Efficiency = 92.00% Et, Required Efficiency: 80.00 /o Et or 80%AFUE !t k v Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 /o Et or 80/o AFUE Cooling: 1 each-Single Package DX Unit, Capacity = 35 kBtu/h,Air-Cooled Condenser,Air Economizer SNEER Proposed Efficiency = 20.00 SEER, Required Efficiency = 14.00 SEER 1 MUAU-2 (Single Zone): freemarierig@OptOnllrie.net Proposed Part Load Efficiency = 0.00 , Required Part Load Efficiency = 0.00 Heating: 1 each-Central Furnace, Gas, Capacity ci 103 kBtu/h o 0 Proposed Efficiency = 92.00/°Et, Required Efficiency: 80.00 /° Et or 80/o AFUE 1 RTU-1-1A(Single Zone): 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) project: Heating: 1 each -Central Furnace, Gas, Capacity = 150 kBtu/h Project Title: 7100- ENCLAVES HOTEL Report date: 03/26/24 Project Title: 7100-ENCLAVES HOTEL Report date: 03/26/24 Project Title: 7100- ENCLAVES HOTEL Report date: 03/26/24 Project Title: 7100-ENCLAVES HOTEL Report date: 03/26/24 Data filename: Page 1 of 11 Data filename: Page 2 of 11 Data filename: Page 3 of 11 Data filename: Page 4 of 11 The Enclaves Section Section Section Section # Footing/Foundation Inspection Complies? Comments/Assumptions # Plumbing Rough-In Inspection Complies? Comments/Assumptions # Mechanical Rough-In Inspection Complies? Comments/Assumptions # Mechanical Rough-In Inspection Complies? Comments/Assumptions 56655 Route 25 & Req.ID & Req.ID & Req.ID & Req.ID C403.12.2;Snow/ice melting system and freeze ;❑Complies ;Exception: Requirement does not apply. C404.5, Heated water supply piping conforms ❑Complies ;Requirement will be met. C402.2,6 :Thermally ineffective panel surfaces of ❑Complies ;Requirement will be met. C403.7.5 ;Kitchen exhaust systems comply with ;❑Complies ;Requirement will be met. protection systems have sensors and ❑Does Not C404.5.1, 'to pipe length and volume ;❑Does Not [ME41]3 sensible heating panels have ❑Does Not [ME116]3 ;replacement air and conditioned ❑Does Not Southold New York C403.12.3 jcontrols configured to limit service for C404.5.2 requirements. Refer to section details. insulation >= R-3.5. ;supply air limitations, and satisfy hood [F09]3 ;pavement temperature and outdoor ;❑No-t Observable: [PL6]3 ❑Not Observable ' Not Observable: :[:]Not Observable .rating requirements and maximum temperature.future connection to ❑Not Applicable ;❑Not Applicable ;❑Not Applicable ; exhaust rate criteria. ;❑Not Applicable controls. ; C403.11.3;HVAC piping insulation insulated in ;❑Complies ;Requirement will be met. C403.11.1;HVAC ducts and plenums insulated in ;❑Complies ;Requirement will be met. C404.6.1, ;Automatic time switches installed to ;❑Complies Requirement will be met. [ME61]2 accordance with Table C403.11.3. ;❑Does Not -accordance with C403.11.1 and ❑Does Not job number: Additional Comments/Assumptions: C404.6.2 ;automatically switch off the '❑Does Not Insulation exposed to weather is C403.11.2;constructed in accordance with [PL3]1 recirculating hot-water system or heat j protected from damage and is ❑Not Observable: 2 ;❑Not Observable ;trace. ❑Not Observable; :❑Not Applicable ME60 C403.11.2, verification may need to T- Not Applicable 16-003/7100 provided with shielding from solar occur during Foundation Inspection. PP ❑Not Applicable , radiation. C404.6.3 'Pumps that circulate water between a ❑Complies ;Requirement will be met. C403.8.1 'HVAC fan systems at design ;❑Complies ;Requirement will be met. C403.5, ;Air economizers provided where ;❑Complies 'Requirement will be met. [PL7]3 heater and storage tank have controls ❑Does Not [ME65]3 conditions do not exceed allowable �❑Does Not C403.5.1, ;required, meet the requirements for �❑Does Not that limit operation from startup to ;❑Not Observable; fan system motor nameplate hp or fan: See the Mechanical Systems list for values. C403.5.2 :design capacity, control signal, date: <= 5 minutes after end of heating ;system bhp. ❑Not Observable; [ME62]1 :ventilation controls, high-limit shut-off„❑Not Observable cycle. ;❑Not Applicable j❑Not Applicable ❑Not Applicable pp Integrated economizer control, and pp cable C404.7 Demand recirculation water systems ;❑Complies ;Requirement will be met. C403.8.3 ;Fans have efficiency grade (FEG) >= ;❑Complies ;Requirement will be met. ;provide a means to relieve excess [PL8]3 'have controls that start the pump ;❑Does Not [ME117]2 ;67.The total efficiency of the fan at ;❑Does Not ;outside air during operation. 08,21 .23 25� SD ISSUED FOR REVIEW 'upon receiving a signal from the ;the design point of operation <= 15% C403.5.3. ;Air economizers automatically reduce ;❑Complies ;Requirement will be met. 09,06.23 80� SD ISSUED FOR REVIEW action of a user of a fixture or ;❑Not Observable; of maximum total efficiency of the ❑Not Observable 3 :outdoor air intake to the design j❑Does Not appliance and limits the temperature ;❑Not Applicable fan. ❑Not Applicable [ME124]1 ;minimum outdoor air quantity when of the water entering the cold-water ;outdoor air intake will not reduce ❑Not Observable; 09.22.23 DD FOR REVIEW & COORDINATION C403.12.1 Systems that heat outside the building,❑Complies ;Requirement will be met. piping to 104°F. 2 [ME71] 'envelope are radiant heat systems ;0Does Not ;cooling energy usage. See Table ❑Not Applicable 09.29.23 80% DD ISSUED FOR REVIEW Additional Comments/Assumptions: controlled by an occupancy sensing ❑Not Observable, �C403.5.3.3 for applicable device types ; q q o device or timer switch. ;and climate zones. 10, 12.23 50% CD ISSUED FOR PERMIT ❑Not Applicable C403.5.3. ;System capable of relieving excess ❑Complies ;Requirement will be met.C403.5.5 Fault detection and diagnostics ❑ ;❑ Complies ;Requirement will be met. 4 outdoor air during air economizer Does Not 1 q 1 .15,23 FOR REVIEW & COORDINATION IME11312 installed with air-cooled unitary DX ;❑Does Not [ME125]1 ;operation to prevent overpressurizing ; 01 , 0,24 ISSUED FOR PERMIT units having economizers. ;the building.The relief air outlet :❑Not Observable ❑Not Observable; docated to avoid recirculation into the �❑Not Applicable ❑Not Applicable ; ;building. ; 02.07.24 ISSUED FOR BID C403.2.2 ;Natural or mechanical ventilation is ❑Complies ;Requirement will be met. C403.5.3. ;Return, exhaust/relief and outdoor air ❑Complies :Requirement will be met. 03,22,24 Al RE-ISSUED FOR BUILDING PERMIT [ME59]1 ;provided in accordance with ;❑Does Not ; 5 dampers used in economizers have ❑Does Not ;International Mechanical Code ❑Not Observable; [ME126]1 ;motorized dampers that automatically ;Chapter 4. Mechanical ventilation has ;shut when not in use and meet ❑Not Observable: 04.29.24 ISSUED FOR ADDENDUM N0.2 capability to reduce outdoor air supply,❑Not Applicable ;maximum leakage rates. Reference ❑Not Applicable ;to minimum per IMC Chapter 4. ;section C403.7.7 for details. 1 05,22,24 ISSUED FOR ADDENDUM N0.3 C403.7.1 !Demand control ventilation provided ❑Complies ;Requirement will be met. C403.4.3. "Closed-circuit cooling tower within ;❑Complies ;Exception: Requirement does not apply. [ME59]1 for spaces >500 ft2 and >25 ❑Does Not 3.2 heat pump loop have either automatic :❑Does Not people/1000 ft2 occupant density and ❑Not Observable; [ME121]3 bypass valve or lower leakage positive; served b systems with air side ❑Not Observable Y Y �❑Not Applicable � :,closure dampers. Open-circuit tower ;economizer, auto modulating outside Pp ;within heat pump loop have automatic:❑Not Applicable air damper control,or design airflow valve to bypass all heat pump water >3,000 cfm. 'flow around the tower. Open-or C403.7.2 :Enclosed parking garage ventilation ;❑Complies :Exception: Requirement does not apply. 'closed-circuit cooling towers used in [ME115]3 has automatic contaminant detection :❑Does Not ; conjunction with a separate heat and capacity to stage or modulate :exchanger have heat loss by shutting fans to 50%or less of design capacity. ;❑Not Observable: down the circulation pump on the ; ;❑Not Applicable ; cooling tower loop. Open-or closed C403.7.6 'HVAC systems serving guestrooms in ;❑Complies Requirement will be met. circuit cooling towers have a separate [ME141]3 Group R-1 buildings with > 50 :[]Does Not heat exchanger to isolate the cooling ;guestrooms: Each guestroom is tower from the heat pump loop, and provided with controls that ❑Not Observable; I heat loss is controlled by shutting automatically manage temperature ;❑Not Applicable down the circulation pump on the cooling tower loop. �EOEK'Y ;setpoint and ventilation (see sections C40.7.6.1 and C403.7.6.2). C403.4.1. :Heating for vestibules and air curtains ❑Complies :Requirement will be met. y� E C403.7.4 Exhaust air energy recovery on ❑Complies ;Requirement will be met. 4 with integral heating include -]Does Not [ME63]2 automatic controls that shut off the * 4Y [ME57]1 systems meeting Table C403.7.4(1) ❑Does Not heating system when outdoor air ;❑Not Observable ;and C403.7.4(2). ; temperatures > 45F.Vestibule Applicable ; ❑Not Observable: :.., ❑Not Applicable heating and cooling systems j controlled by a thermostat in the ; c�`d 40. '� vestibule with heating setpoint <_ '60F and cooling setpoint>= 80F. ; SC��9/j� 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) status: Project Title: 7100-ENCLAVES HOTEL Report date: 03/26/24 Project Title: 7100-ENCLAVES HOTEL Report date: 03/26/24 Project Title: 7100-ENCLAVES HOTEL Report date: 03/26/24 Project Title: 7100 -ENCLAVES HOTEL Report date: 03/26/24 Data filename: Page 5 of 11 Data filename: Page 6 of 11 Data filename: Page 7 of 11 Data filename: Page 8 of 11 Issued for Building Permit copyright: © 2023 AVGA THE. COPYRIGHT DRAVINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONF.AND ASSOCIATES,ARCHITECT'S,P.C. (.AVGA)FORTIES PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO TI IIS PROJECT,UNI FSS OTHERVISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE, DOCUMENTS AND SHALL RETAIN ALL COAINIONLAAL',STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL, NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO TI41S PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTIIERS. Plotted: Wednesdai,,Alay 29,2024-11:22am By: kspcar File: ):\7100\Draviflg File.\I'I IF;F?NCI,AVI?S-1 IO'I'1i1,\71001,N1.4.dx,tq title: Code Compliance - Comcheck scale: As Noted drawn: I<D PROFESSIONAL'S STATEMENT "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATION OF N1 . 4a REQUIREMENTS OF SECTION C402, C403, C404, C405, C406 AND THE REQUIREMENTS OF SECTION C408" Section Section Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions # Final Inspection Complies? Comments/Assumptions # Final Inspection Complies? Comments/Assumptions & Req.ID & Req.ID & Req.ID C403.3.3 ;Hot gas bypass limited to: <=240 ;❑Complies ;Requirement will be met. C303.3, ;Furnished O&M manuals for HVAC ;❑Complies ;Requirement will be met. C408.2.3. ;HVAC equipment has been tested to ;❑Complies ;Requirement will be met. [ME35]1 ;kBtu/h-50% >240 kBtu/h-25% ElDoes Not C408.2.5. ;systems within 90 days of system ;❑Does Not 1 ensure proper operation. ❑Does Not 3 acceptance. Not Observable' [F131]1 Not Observable ;❑Not Observable; [F[8]3 '❑ ❑ :[:]Not Applicable j ;❑Not Applicable ; ; ;❑Not Applicable ; C404.2.1 'Gas-fired water-heating equipment ;❑Complies :Requirement will be met. C408.2.3. ;HVAC control systems have been ;❑Complies ;Requirement will be met. [MElll]2 installed in new buildings: where a '❑Does Not C403.2.2 HVAC systems and equipment ;❑Complies Requirement will be met. 2 :tested to ensure proper operation, ❑Does Not singular piece of water-heating (FI27]3 capacity does not exceed calculated ;❑Does Not [FI10]1 ;calibration and adjustment of controls.;:[]Not Observable: Not Observable equipment>= 1,000 kBtu/h serves loads. ; ;❑ ❑Not Applicable Observable; I ;❑Not Applicable ; the entire building,thermal efficiency PP :[]Not Applicable ; >= 90 Et. Where multiple pieces of j C408.2.3. ;Economizers have been tested to ;❑Complies :Requirement will be met. 'water-heating equipment serve the C403.2.4. :Heating and cooling to each zone is ❑Complies :Requirement will be met. 3 :ensure proper operation. :❑Does Not building with combined rating >= 1 controlled by a thermostat control. ❑Does Not [FI32]1 1,000 kBtu/h,the combined input- j [FI47]3 Minimum one humidity control device ; ,❑Not Observable: ANDREW V• capacity-weighted-average thermal ; per installed ❑Not Observable, ❑Not Applicable efficiency >= 90 Et. Exclude input humidification/dehumidification ❑Not Applicable C408.2.4 ;Preliminary commissioning report ;❑Complies ;Requirement will be met. rating of equipment in individual ; system. [FI29]1 completed and certified by registered ❑Does Not GIAMBERTONE dwelling units and equipment <= 100 C403.2.4. Heat pump controls prevent :❑Complies :Exception: Requirement does not apply. ;design professional or approved kBtu/h. 1.1 supplemental electric resistance heat T❑Does Not ;agency. ❑Not Observable C408.2.2. 'Air outlets and zone terminal devices ❑Complies Requirement will be met. [FI42]3 from coming on when not needed. ;❑Not Applicable 1 have means for air balancing. ;❑Does Not ❑Not Observable,: g p es :Requirement will be met. 3 ; ; ❑Not Applicable ; C408.2.5. ;Furnished HVAC as-built drawings li R & ASSOCIATES [ME53] 1 +submitted witiin 90 days of system :❑Does Not ❑Not Observable C403.4.1. Thermostatic controls have a 5 °F ;❑Complies :Requirement will be met. [F17]3 ;acceptance. ❑Not Applicable 2 deadband. ;❑Does Not ,❑Not Observable C403.5, Refrigerated display cases,walk-in ❑Complies ;Requirement will be met. [FI38]3 �❑Not Applicable C403.5.1, coolers or walk-in freezers served by Observable: ®ARCHITECTS Y ❑Does Not C408.2.5. ;An air and/or hydronic system ;❑Complies Requirement will be met. ❑Not Applicable C403.5.2 'remote compressors and remote 1 3 :balancing report is provided for HVAC :❑Does Not 3 ' ;❑Not Observable: C403.2.4. :Temperature controls have set point ❑Com lies ;Requirement will be met. [FI43]1 j systems. [ME123] ;condensers not located in a ;❑Not Applicable � p P P � q � ;❑Not Observable condensing unit, have fan-powered PP 1.3 overlap restrictions. ;❑Does Not Not Applicable condensers that comply with Sections [F120]3 ❑Not Observable; ❑Com Iles :Requirement will be met. 62 Elm Street C403.5.1 and refrigeration compressor; � C408.2.5. ;Final commissioning report due to ; p' systems that comply with C403.5.2.. ❑Not Applicable 4 building owner within 90 days of :FlDoes Not C403.2.4. 'Each zone equipped with setback ;❑Complies ;Requirement will be met. [F130]1 ;receipt of certificate of occupancy. Additional Comments/Assumptions: 2 ;controls using automatic time clock or ❑Does Not :,[--]Not Observable: Huntington NY 11743 [FI39]3 programmable control system. I I ; ❑Not Applicable []Not Observable j❑Not Applicable Additional Comments/Assumptions: C403.2.4. ;Automatic Controls: Setback to 55°F ;❑Complies ;Requirement will be met. Telephone: 631.367.0050 2.1, ;(heat) and 85°F(cool); 7-day clock, 2- ❑Does Not Fax: 631.367.6636 C403.2.4. hour occupant override, 10-hour 2.2 backup Observable [F140]3 �❑Not Applicable GiambertoneArchitectS.com C404.3 Heat traps installed on supplyand ❑Com lies Exception: Requirement does not aPPIY• [FI11]3 discharge piping of non-circulating :❑Does Not systems. ❑Not Observable ❑Not Applicable C404.4 All piping insulated in accordance with ;❑Complies ;Requirement will be met. [FI25]2 section details and Table C403.11.3. :❑Does Not ❑Not Observable ❑Not Applicable ; E M A FREEMAN ENGINEERING,PLLC C404.6.1 ,Controls are installed that limit the ;❑Complies :Requirement will be met. .�. [FI12]3 operation of a recirculation pump :❑Does Not installed to maintain temperature of a ; wy storage tank. System return pipe is a ;❑Not Observable; SuiteVeterans Memorial H 'dedicated return pipe or a cold water ;❑Not Applicable Ronkonkoma NY 11779 'supply Pipe. C408.2.1 ;Commissioning plan developed by ❑Complies ;Requirement will be met. �`: ;, W: 631-648-0577 IF12811 :registered design professional or ❑Does Not AlEER%# ;approved agency. :❑Not Observable: freemaneng@optonline.net ❑Not Applicable 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) project: Project Title: 7100-ENCLAVES HOTEL Report date: 03/26/24 Project Title: 7100-ENCLAVES HOTEL Report date: 03/26/24 Project Title: 7100-ENCLAVES HOTEL Report date: 03/26/24 Data filename: Page 9 of 11 Data filename: Page 10 of 11 Data filename: Page 11 of 11 The Enclaves 56655 Route 25 Southold, New York job number: 16-003/7100 date: 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID 03.22.24 h RE-ISSUED FOR BUILDING PERMIT 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM N0.3 or NEW r y� vatic FR �'P� r �O 4O. � status: Issued for Bdchng Permit copyright: 0 2023 AVGA 1111', COPYRIGHT DR.ANUNGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIANIBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVG.A)FOR n[IS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FORT FIE USE SOLELY VTI I RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALE RETAIN ALL COMMONLAW,STATUTORY ANI)O'I'I IER RESERVED RIGHTS TIIAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: %X'ednesdal�,i\lav 29,2024-11:22am 11V: I'SPear File. J:\7100\1)raNling Files\Tf 1F.ENCI.AVFS-1I0'1'l;I,\7100 EN1.4.d\Vg title: Code Compliance - Comcheck scale: As Noted drawn: 1,�D PROFESSIONAL'S STATEMENT "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMENT„ THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATION OF N1 04b REQUIREMENTS OF SECTION C402, C403, C404, C405, C406 AND THE REQUIREMENTS OF SECTION C408" r�P S003a - Assc_sso-k GENERAL STRUCTURAL NOTES 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE 17. COVER THE TOPS OF ALL MASONRY CONSTRUCTION TO PROTECT AGAINST 6. WOOD BEAMS SHALL HAVE A MINIMUM 4" BEARING AT MASONRY SUPPORT AND 1. ALL WORK SHALL CONFORM TO THE CODE & REFERENCE STANDARDS LISTED SHRINKAGE CRACKING. WALL CONTRACTION AND/OR CONSTRUCTION JOINTS SHALL PRECIPITATION. 2" BEARING AT STEEL SUPPORT. BELOW. BE SPACED A A MAXIMUM DISTANCE OF 40'-0". SLAB CONTRACTION AND/OR CONSTRUCTION JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 15'-0". 18. MASONRY SHALL NOT BE CONSTRUCTED IN TEMPERATURE BELOW 407. 7. JOISTS HANGERS, STRAPS, HOLD-DOWNS, TIES, CAPS, AND BASES SHALL BE 2. THE STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECTURAL, THE LOCATION AND CONFIGURATION OF PROPOSED JOINTS SHALL BE COORDINATED PROVIDE A HEAT SOURCE AND PROTECTION AS REQUIRED TO MAINTAIN SIMPSON OR APPROVED EQUAL. ATTACHMENT OF THESE DEVICES SHALL BE IN M/E/P/S DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS) AND EQUIPMENT WITH THE ARCHITECT AND THE STRUCTURAL ENGINEER. TEMPERATURE ABOVE 407 IN ACCORDANCE WITH ACI 530. ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MANUFACTURERS TO ENSURE THAT OPENINGS, ANCHORS, INSERTS, SLEEVES, ATTACHMENTS, ETC. ARE PROVIDED AS REQUIRED. SOME OF THE DETAILS OF THE 9. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE 19. HOT WEATHER CONSTRUCTION TECHNIQUES, ACI 530.1, SECTION 1.8D, SHALL 8, JOISTS SHALL BE CROSS-BRIDGED AT MID-SPAN OR INTERVALS NOT TO WORK ARE SHOWN ON THESE DRAWING SHOULD BE CAREFULLY REVIEWED BY THE SLEEVES, OPENINGS, ANCHOR BOLTS, ETC. AS REQUIRED FOR THE BUILDING BE IMPLEMENTED WHEN THE AMBIENT AIR TEMPERATURE EXCEEDS 100'F, OR 90'F EXCEED 8'-0" O.C. AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT IF THE WIND SPEED EXCEEDS 8 MPH. CONTRACTOR TO FULLY COMPREHEND THE FULL SCOPE OF WORK. STRUCTURE AND FOR THE WORK OF OTHER TRADES BEFORE SETTING FORMS. BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING COORDINATE ALL REQUIREMENTS WITH THE ARCHITECTURAL AND M/E/P/S STRUCTURAL STEEL BETWEEN BEAMS OVER GIRDERS AND PLATES OF BEARING BEARING PARTITIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING DRAWINGS. STRUCTURAL STEEL SHAPES SHALL HAVE THE FOLLOWING PROPERTIES: METAL BRIDGING STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY. 1. ST ALL DIMENSIONS WITH THE ARCHITECTURAL AND M/E/P/S DRAWINGS. IN CASE OF WIDE FLANGE ASTM A992 (Fy= 50 KSI) CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM 10. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE USED ONLY WHEN 9. NOTCHES WHERE REQUIRED AT THE EXTREME ENDS OF WOOD BEAMS SHALL THE ARCHITECT/ENGINEER. UNAVOIDABLE AND SHALL BE LOCATED AT A MINIMUM 6'-0" FROM ANY SUPPORTING ANGLES & CHANNELS ASTM A36 (Fy= 36 KSI) BE LIMITED TO THE TOP EDGE AND SHALL NOT EXCEED Y4" DEPTH OF THE BEAM. PIER OR BUTTRESS, EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS. NO PLATES ASTM A36 (Fy= 36 KSI) 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN HORIZONTAL CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS HOLLOW STRUCTURAL SHAPES ASTM A500, Gr. C (Fy= 50 KSI) 10. PROVIDE A MINIMUM Y2" AIR SPACE BETWEEN WOOD AND CONCRETE OR FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL WILL BE ALLOWED. MASONRY. OTHERWISE, PROTECT OR TREAT WOOD IN CONTACT WITH CONCRETE OR CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION 2. SHOP DRAWINGS PREPARED UNDER THE SUPERVISION OF A LICENSED MASONRY. OF THE ARCHITECT/ENGINEER. 11. ALL REQUIRED UNDERPINNING, SHEETING, SHORING OR OTHER SIMILAR STRUCTURAL ENGINEERING, INCLUDING COMPLETE DETAILS FOR THE FABRICATION EXCAVATION CONSTRUCTION ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY OF THE AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES AND DIAGRAMS 11. THE DRILLING OF HOLES SHOULD BE THROUGH HORIZONTAL MEMBERS TO 5. IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR CONTRACTOR AND SHALL BE THE SUBJECT OF CONTROLLED INSPECTIONS AS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE STEEL FABRICATOR FACILITATE THE INSTALLATION OF PIPING OR CONDUIT WILL ONLY PERMITTED WITH ANDREW V. CONDITIONS SPECIFIED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE REQUIRED BY THE REFERENCED BUILDING CODE. THE CONTRACTOR SHALL RETAIN SHALL BE AISC QUALITY CERTIFIED CATEGORY 1 OR 2. THE FOLLOWING LIMITATIONS: ARCHITECT/ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK TO PROVIDE THE DIAMETER OF SUCH HOLES SHALL NOT BE MORE THAN Y2" GREATER THAN AFFECTED UNTIL FORMALLY DIRECTED BY THE ARCHITECT/ENGINEER ON HOW TO ALL NECESSARY DESIGNS AND REQUIRED INSPECTIONS. CONTRACTOR SHALL SUBMIT 3. ALL BOLTS SHALL BE 3%" 0 MIN. TYPE-x U.N.O. AND CONFORM TO ASTM A325. THE OUTSIDE DIAMETER OF THE PIPE OR CONDUIT. UNDER NO CIRCUMSTANCES GIAMBERTONE PROCEED. SIGNED & SEALED DRAWINGS OF SUCH DESIGNS TO THE ENGINEER OF RECORD TO BOLTS SHALL BE HEAVY HEX WIT HEAVY HEX NUTS AND PLAIN HARDENED WASHERS SHALL THE HOLD DIAMETER EXCEED 1 Y2" OR Yo THE BEAM DEPTH, WHICHEVER IS REVIEW. CONFORMING TO ASTM F436. SMALLER. 6. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS ALL DRILLING OF HOLES SHOULD BE THROUGH THE NEUTRAL AXIS OR & ASSOCIATES WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 12. ALL EXISTING FOUNDATIONS AND EXISTING CONDITIONS DEPICTED ON THE 4. WHERE CONNECTIONS ARE NOT SPECIFICALLY DETAILED ON THE DRAWINGS, CENTERLINE OF BEAM WHERE POSSIBLE. DRILLED HOLES SHALL BE LIMITED TO DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. ANY UNUSUAL CONDITIONS CONNECTIONS SHALL BE DESIGNED BY THE STEEL DETAILER/FABRICATORS LICENSED THE MIDDLE THIRD OF THE SPAN AND THE MIDDLE THIRD OF THE DEPTH. 7. IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATION'S, THE MOST OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE PROFESSIONAL ENGINEER. SEE STEEL DETAIL SHEETS FOR ADDITIONAL INFO. THE NUMBER OF FIELD ADDED HOLES (NOT INCLUDING HOLES RELATED TO STRINGENT REQUIREMENTS SHALL GOVERN. ENGINEER OF RECORD. 5. WHERE STEEL MEMBERS ARE SPECIFIED TO BE SPLICED, THE SPLICE SHALL BE CONNECTIONS) SHALL NOT EXCEED ONE HOLDER PER EACH 5 FEET LENGTH OF * ARCHITECTS THE MEMBERS. 13. AT NO TIME SHALL BULLDOZERS, TRUCKS OR OTHER HEAVY EQUIPMENT BE DESIGNED BY THE STEEL DETAILER TO DEVELOP THE FULL CAPACITY OF THE 8. THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE THE SPACING BETWEEN HOLES SHALL BE A MINIMUM OF 8 HOLE DIAMETERS AFTER CONSTRUCTION OF THE STRUCTURE HAS BEEN COMPLETED. THE STABILITY PERMITTED CLOSER THAN 8 -0 TO ANY FOUNDATION WALL. SECTION UNLESS FORCES AT THE SPLICE LOCATION ARE SPECIFIED EC THE (BASED ON THE LARGER DIAMETER OF ANY ADJACENT HOLE). THE DISTANCE IS OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE DRAWINGS. SUCH SPLICES SHALL NOT INTERFERE WITH ANY ARCHITECTURAL OR MEASURED BETWEEN THE NEAREST EDGES OF ADJACENT HOLES. CONTRACTOR. JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE 14. CONFORM TO ALL BUILDING CODE PROVISIONS AND OSHA REQUIREMENTS MECHANICAL CLEARANCES. ALL SPLICE DETAILS AND LOCATIONS SHALL BE SHOWN THE TOP AND BOTTOM EDGES OF JOISTS SHALL NOT BE NOTCHED UNDER 62 Elm Street RESPONSIBILITY OF THE CONTRACTOR. LACK OF COMMENT BY THE REGARDING THE BRACING, SHEETING, SHORING ETC. OF EXCAVATIONS. PR THE SHOP DRAWINGS. WHERE SPLICES NOT SPECIFIED ON THE DRAWINGS AR ANDY CIRCUMSTANCES UNLESS A SPECIFIC NOTCH SIZE AND LOCATION IS PROVIDED ARCHITECT/ENGINEER IS NOT TO BE INTERPRETED AS APPROVAL OF THOSE PROPOSED THE CONTRACTOR, THE CONTRACTOR SHALL OBTAIN WRITTEN IN WRITING BY THE ENGINEER. Huntington, NY 11743 ASPECTS OF WORK. CONCRETE APPROVAL FROM THE ENGINEER. 1. CONCRETE SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ACI-318, �� " 12. FLITCH BEAMS SHALL BE THRU-BOLTED WITH 3/4 0 A307 OR A36 BOLTS, 9. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR MINIMUM REQUIREMENTS FOR STRUCTURAL CONCRETE", LATEST EDITION. 6. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM"TO THE AISC NUTS AND WASHERS, 2 AT EACH END WITH REMAINDER 1'-6" O.C. STAGGERED TOP Telephone: 631.367.0050 NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC CODE OF STANDARD p ARCHITECT/ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY 2. CONCRETE MIX SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITIONS. AND BOTTOM. Fax: 631.367.6636 CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE WORK THAT APPROVED BY THE STRUCTURAL ENGINEER. i 7. ALL BOLTING SHALL CONFORM TO THE RESEARCH COUNCIL ON STRUCTURAL 13. ALL PLYWOOD SHEATHING SHALL COMPLY WITH APA. PLYWOOD SHALL MEET REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURE, 3. THE FOLLOWING MIX PARAMETERS SHALL BE USED: CONNECTIONS" SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR C-D INTERIOR APA, STRUCTURAL 'I AND II C-D INTERIOR APA OR STRUCTURAL 1 PROFESSIONAL FEES MAY BE CHARGED TO THE CONTRACTOR AT THE STANDARD AND 22 C-C EXTERIOR APA. HOURLY RATE OF ADDITIONAL SERVICES. SUCH FEES MAY BE WITHHELD FROM THE ELEMENT 28 DAY STRENGTH W C AIR CONTENT A490 BOLTS", LATEST EDITIONS. GambertoneArchitects.com FOOTINGS 4,000 PSI 0.45 6% t 1.5% GENERAL CONTRACTOR'S PAYMENT. 14. PLYWOOD SHALL BE GLUE-NAILED TO THE ROOF/FLOOR JOISTS USING AN APA FDN. WALLS 4,000 PSI 0.45 6% t 1.5% 8. ALL WELDING SHALL CONFORM TO AWS CODE D1.1 "STRUCTURAL WELDING CODE EXT. SLAB 4,000 PSI 0.45 6% f 1.5% APPROVED ADHESIVE. 10. DO NOT SCALE DRAWINGS. STRUCT. SLABS 4,000 PSI 0.45 LESS THAN 3% - STEEL , LATEST EDITION. 15. ENGINEERED LUMBER SHALL BE ONE OF THE FOLLOWING (OR APPROVED BUILDING CODE & REFERENCED STANDARDS 9. ALL STRUCTURAL STEEL SHALL BE CLEANED IN ACCORDANCE WITH THE STEEL EQUAL): 4. UNLESS OTHERWISE NOTES CONCRETE SHALL BE NORMAL WEIGHT 145 PCF 1. 2021 INTERNATIONAL BUILDING CODE, 2020 NEW YORK STATE BUILDING CODE. � ( STRUCTURES PAINTING COUNCIL SPECIFICATION SP-3-82 FOR POWER TOOL A. MICROLAM LVL BEAMS BY TRUSJOIST MACMILLAN 2. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. USING HARDROCK AGGREGATES. AGGREGATES USED IN CONCRETE SHALL CONFORM CLEANING AND PAINTED TO A MINIMUM DRY FILM THICKNESS OF 2 MILS WITH A TO ASTM C33, CONCRETE AGGREGATES. SHOP COAT OF TNEMEC #10-99 ALKYD RUST INHIBITIVE PRIMER AS MANUFACTURED B. TJIPAR PRO WOOD "I" JOIST BY TRUSJOMACMIL A MACMILLIAN DESIGN CRITERIA BY TNEMEC COMPANY, INC. KANSAS CITY, MO, OR APPROVED EQUAL. C. PARALAM PSL BY TRUSJOIST MACMILLAN 1. DEAD LOADS PER MATERIAL 5. WATER USED IN CONCRETE WORK SHALL BE CLEAN AND POTABLE. THE INSTALLATION OF EACH ITEM SHALL BE IN STRICT ACCORDANCE WITH t 2. FLOOR LIVE LOADS 10. ALL STRUCTURAL STEEL PLATES, BOLTS, NUTS, WASHERS, ETC. AS PART OF MANUFACTURER'S SPECIFICATIONS. �- • BALCONIES & DECKS 1.5 TIMES THE AREA 6. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. ALL CONCRETE SHALL BE EXPOSED EXTERIOR STEEL DUNNAGE OR OTHER MEMBERS NOTED ON THE DRAWINGS SERVED ALL TYPE II. MAXIMUM CHLORIDE ION, PERCENT BY WEIGHT OF CEMENT, SHALL BE TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION STRUCTURAL ABBREVIATIONS FA CORRIDORS, 1ST FLOOR 100 PSF 0.06. CONFORMING TO ASTM A123 AND A153. TRIMMED ENDS OF STEEL AND DISTURBED - A.B.=ANCHOR BOLT - L.W.=LIGHT WEIGHT • CORRIDORS, OTHER SAME AS AREA SERVED SURFACES SHALL RECEIVE A BASE COAT OF Z.R.C. COLD GALVANIZING COMPOUND - B.=BOTTOM - L.W.C.=LIGHT WEIGHT CONCRETE REILLY•TARANTINO • DINING ROOMS AND RESTAURANTS 100 PSF 7. CONCRETE MIXING, PLACEMENT AND QUALITY SHALL BE PER IBC SECTION 1905,C94 ASTM MANUFACTURED BY Z.R.C. CHEMICAL PRODUCTS INC., QUINCY, MA, OR EQUAL AND - B/=BOTTOM OF - L.L.V.=LONG LEG VERTICAL ENGINEERING • OFFICE BUILDINGS � ASTM C685, AND ACI 302. MECHANICALLY VIBRATE ALL CONCRETE ATOP COAT OF ALUMINUM BASED PAINT. - BM.=BEAM - L.P.=LOW POINT LOBBIES & 1ST FLOOR CORRIDORS 100 PSF WHEN PLACED, EXCEPT SLABS ON GRADE NEED ONLY BE VIBRATED OR - BRG.=BEARING - MAS.=MASONRY OFFICES 50 PSF THOROUGHLY RODDED AROUND EMBEDDED STRAPS OR HARDWARE, BOLTS FOR 11. ALL GROUT FOR BASE PLATES AND ANCHOR BOLTS SHALL BE NON-METALLIC - BLK.=BLOCK - MTL.=METAL 1000 Park Blvd, Suite 209 CORRIDORS ABOVE 1ST FLOOR 80 PSF HOLDOWNS, PT ANCHORAGES (IF NECESSARY), CURBS AND EDGES OF SLAB STEPS AND OF NON-SHRINKAGE TYPE WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 - B.O.F.=BOTTOM OF FOUNDATION - NF.=NEAR FACE • HOTEL AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. PSI AT 28 DAYS. - BOT.=BOTTOM - N.W.C.=NORMAL WEIGHT CONCRETE Massapequa Park, NY 11762 ONE & TWO-FAMILY DWELLINGS - B.P.=BASE PLATE - N.I.C.=NOT IN CONTRACT UNINHABITED ATTIC W/ STORAGE 20 PSF 8. CONFORM TO ACI HOT AND COLD WEATHER CONCRETING REQUIREMENTS, ACI 305 12. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED AFTER - BRKT.=BRACKET - O.C.=ON CENTER Phone: (631) 724-7888 UNINHABITED ATTIC W/O STORAGE 10 PSF AND ACI 306, LATEST REVISIONS. FABRICATION CONFORMING TO ASTM A123 & A153. - CANT.=CANTILEVER - O.D.=OUTSIDE DIAMETER HABITABLE ATTICS & SLEEPING ROOMS 30 PSF g, CONCRETE FORMWORK SHALL BE FREE OF DEBRIS AND OIL TO ALLOW FOR - C.I.P_CAST-IN-PLACE - OPNG.=OPENING Email: info@reiRytarantino.com ALL OTHER AREAS EXCEPT STAIRS 40 PSF 13. ALL BEAMS AND COLUMNS ADJACENT TO MASONRY SHALL HAVE DOVETAIL - CLR.-CLEAR - P.C.=PILE CAP ALL OTHER RESIDENTIAL OCCUPANCIES PROPER REMOVAL. FORMWORK SHALL REMAIN IN PLACE FOR A MINIMUM OF 7 ANCHORS AT 1'-4" O.C. MAXIMUM OR THE EQUIVALENT INSTALLED UNLESS - COL.=COLUMN - PL.=PLATE PRIVATE ROOMS AND CORRIDORS SERVING 40 PSF DAYS FOR WALL FORMS AND 21 DAYS FOR BEAM FORMS UNLESS OTHERWISE OTHERWISE NOTED ON THE DRAWINGS. REFER TO THE ARCHITECTURAL DRAWINGS - CONC.=CONCRETE - PT.=POINT DIRECTED BY THE ENGINEER. AFTER SUCH TIME, ALL FORMWORK SHALL BE PUBLIC ROOMS AND CORRIDORS SERVING 100 PSF AND SPECIFICATIONS FOR REQUIREMENTS. - C.M.U.=CONCRETE MASONRY UNIT - P.T.=PRESSURE-TREATED • ROOF LIVE LOAD 20 PSF REMOVED. - CONST. JT.=CONSTRUCTION JOINT - PVC.=POLYVINYL CHLORIDE project: . REINFORCING FOR CONCRETE SHALL BE DEFORMED BILLET STEEL CONFORMING 14. REFER TO THE ARCHITECTURAL AND M/E/P/S DRAWINGS FOR OTHER REQUIRED - CONT.=CONTINUOUS - PSF.=POUNDS PER SQUARE FOOT 10 3. SNOW LOADS 10 TO ASTM A615 GRADE 60 MISCELLANEOUS STEEL. - C.J.=CONTROL JOINT - PSI.=POUNDS PER SQUARE INCH , . GROUND SNOW LOAD, Pg = 20 PSF - DEPR.=DEPRESSION - R.=RADIUS SNOW EXPOSURE FACTOR, Ce = 0.9 11. WHERE SPECIFICALLY INDICATED ON DRAWINGS, REINFORCING REQUIRING EPDXY 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY GUYING AND BRACING - DET.=DETAIL - REIN F.=REINFORCED The Enclaves SNOW LOAD IMPORTANCE FACTOR, Is = 1.0 SHALL CONFORM TO ASTM A934-07. ALL STRUCTURAL STEEL TO MAINTAIN SAFETY, STABILITY AND ALIGNMENT DURING ALL - D.L.=DEVELOPMENT LENGTH - RETG.=RETAINING THERMAL FACTOR, Ct = 1.0 PHASES OF CONSTRUCTION, AND SPECIFICALLY DURING CONCRETE OPERATIONS. - DIA.=DIAMETER - RET.=RETURN DRIFT SURCHARGE LOAD, Pd = N/A 12. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH A MINIMUM SUCH BUYING AND BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE HAS - DIM.=DIMENSION - R.E.=RIGHT END WIDTH OF SNOW DRIFT, w = N/A ATTAINED ADEQUATE STRENGTH. - DIR.=DIRECTION - SECT.=SECTION FLAT-ROOF SNOW LOAD, Pf = 20 PSF YIELD STRENGTH OF 75 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE - DWLS.=DOWELS - S.C.=SHEAR CONNECTOR TOGETHER. WELDED WIRE FABRIC SHALL BE SUPPLIED IN SHEETS ONLY. 16. ALL STRUCTURAL STEEL WORK SHALL BE INSPECTED BY A LICENSED CERTIFIED - EA.=EACH - SHT.=SHEET 4. WIND LOADS 13. ALL ITEMS CAST IN SLAB, SUCH AS REINFORCEMENT, PIPES, SLEEVES, ETC. TESTING AGENCY HIRED BY THE OWNER. ALL INSPECTIONS SHALL BE IN - E.E.=EACH END - S.L.V.=SHORT LEG VERTICAL ULTIMATE DESIGN WIND SPEED, Vult. = 128 MPH SHALL BE SECURED PRIOR TO PLACING CONCRETE. CONFORMANCE WITH THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL - E.F.=EACH FACE - SIM.=SIMILAR 56655 Route 25 RISK CATEGORY = II CONSTRUCTION AND GENERALLY ACCEPTED INDUSTRY PRACTICE. THE CONTRACTOR - E.J.=EXPANSION JOINT - S.O.G.=SLAB ON GRADE EXPOSURE CATEGORY = B 14. CONCRETE SHALL BE PLACED IN A MANNER TO AVOID SEGREGATION OF SHALL PROVIDE CERTIFIED LABORATORY MATERIAL CERTIFICATES FOR EACH DELIVERY - E.S.=EACH SIDE - S.L.=SPLICE LENGTH INTERNAL PRESSURE COEFFICIENT = N/A AGGREGATES. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. OF MATERIAL BROUGHT TO THE SITE. CERTIFIED REPORTS PREPARED BY THE - EQ.=EQUAL - SQ.=SQUARE Southold New York COMPONENT & CLADDING PRESSURE = N/A TESTING AGENCY SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW THAT ATTEST - E.W.=EACH WAY - STD.=STANDARD 15. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN TO THE COMPLETENESS AND ADHERENCE OF THE WORK TO THE CONTRACT - EXIST.=EXISTING - STL.=STEEL 5. SEISMIC LOADS STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. DOCUMENTS BY THE CONTRACTOR. - EXST.=EXISTING - S.D.I.=STEEL DECK INSTITUTE RISK CATEGORY = it MAXIMUM PIPE SIZE SHALL NOT EXCEED Ys OF THE SLAB THICKNESS AND BE - EXP. BOLT=EXPANSION BOLT - S.F.=STEP FOOTING OR SQUARE FOOT SEISMIC IMPORTANCE FACTOR, le = 1.0 LOCATED IN THE MIDDLE THIRD OF THE SLAB. MINIMUM SPACING SHALL BE 3 17. CONNECTIONS SHALL BE DESIGNED BY STEEL FABRICATORS LICENSED - EXP.JT.=EXPANSION JOINT - STIFF.=STIFFENER job number:SPECTRAL RESPONSE ACCEL, SHORT, Ss = 0.178 TIMES THE PIPE DIAMETER. PIPES SHALL NOT IMPAIR THE STRENGTH OF THE PROFESSIONAL ENGINEER. CONNECTION DESIGN IS NOT INCLUDED IN RTE SCOPE OF - F.F.=FAR FACE - STR.=STRUCTURALWORK. - FT.=FOOT OR FEET - SUP.=SUPPORT � /()-OO� SPECTRAL RESPONSE ACCEL, 1 SECOND, S1 = 0.05 MEMBER. - FIN.=FINISH - SYM.=SYMMETRICAL SITE CLASS = D DESIGN SPECTRAL RESPONSE, Sds = 0.19 16. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE COLD-FORMED STEEL - FL.=FLOOR - THK.=THICK OR THICKNESS DESIGN SPECTRAL RESPONSE, Sd1 = 0.08 FOR NOT LESS THAN 7 DAYS BY USING A CURING COMPOUND CONFORMING TO 1. DESIGN, FABRICATION, AND ERECTION OF COLD-FORMED STEEL FRAMING SHALL - FTG.=FOOTING - THRD.=THREADED SEISMIC DESIGN CATEGORY B ASTM C-309 OR BY WET BURLAP OR A PLASTIC MEMBRANE. CONFORM TO THE "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL - FND.=FOUNDATION - T&B.=TOP AND BOTTOM date: BASIC SEISMIC FORCE-RESISTING SYSTEM = MASONRY SHEAR WALL STRUCTURAL MEMBERS", LATEST EDITION, BY THE AMERICAN IRON AND STEEL - GALV.=GALVANIZED - T.=TOP ISSUED FOR BUILDING PERMIT 10/12/2023 0 - GA.=GAUGE - T/=TOP OF DESIGN BASE SHEAR = 1.095 0 KIP 17. SHOP DRAWINGS FOR STEEL REINFORCEMENT SIZE AND LOCATIONS, FORMWORK, S EEILUTE AND THE SPECIFICATIONS OF THE MANUFACTURER OF THE COLD-FORMED - GR.=GRADE - TO.=TOP OF ISSUED FOR PRICING 11/10/2023 SEISMIC RESPONSE COEFFICIENT, CS = SHORING AND RE-SHORING MEMBERS SHALL BE SUBMITTED TO ENGINEER OF - G.B.=GRADE BEAM - T.O.C.=TOP OF CONCRETE RESPONSE MODIFICATION COEFFICIENT, R = 2 RECORD. "PRODUCT G.P.=GUSSET PLATE - T.O.F.=TOP OF FOUNDATION ISSUED FOR COORDINATION 12/15/2023 ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL 2. SECTION PROPERTIES SHALL CONFORM TO THE PRODUCT TECHNICAL - HI.=HIGH - T.O.S.=TOP OF STEEL FORCE MASONRY INFORMATION" PROVIDED BY THE SSMA (STEEL STUD MANUFACTURER'S ISSUED FOR BUILDING PERMIT 01/10/2024 1. ALL MASONRY WORK SHALL CONFORM TO ACI 530, MINIMUM REQUIREMENTS FOR ASSOCIATION). - H.L.=HUNG LINTEL - T.O.W.=TOP OF WALL 6. LATERAL EARTH PRESSURES ) - HT.=HEIGHT - TYP.=TYPICAL ISSUED FOR BID 02/07/2024 EQUIVALENT LIQUID HEAD 40 PSF " BUILDING CODE REQUIREMENTS & SPECIFICATION FOR MASONRY STRUCTURES". - H.P.=HIGH POINT - U.N.O.=UNLESS NOTED OTHERWISE 3. ALL STUDS, JOISTS, AND ACCESSORIES SHALI BE FORMED FROM STEEL THAT ISSUED FOR BUILDING PERMIT 03/22/2024 AT REST 60 PSF 2. COMPRESSIVE STRENGTH OF MASONRY BLOCK UNITS, F'm, SHALL BE 1,900 PSI CONFORMS TO THE REQUIREMENTS OF ASTM A653 WITH A MINIMUM YIELD AS - H.S.=HIGH STRENGTH - U.O.N.=UNLESS OTHERWISE NOTED - H.E.F.=HORIZONTAL EACH FACE - US.=UNDERSIDE SPECIAL INSPECTIONS MINIMUM. FOLLOWS: - H.I.F.=HORIZONTAL INSIDE FACE - V.E.F.=VERTICAL EACH FACE THE FOLLOWING WORK ITEMS REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH 54 MILS OR HEAVIER: 50 KSI - H.O.F.=HORIZONTAL OUTSIDE FACE - V.I.F.=VERIFY IN FIELD APPLICABLE BUILDING CODE SECTION NOTED. 3. CONCRETE BLOCK SHALL BE HOLLOW LOAD BEARING MASONRY UNITS 33 OR 43 MILS: 33 KSI - HOR.=HORIZONTAL - V.O.F.=VERTICAL OUTSIDE FACE ITEM CODE SECTION CONFORMING TO ASTM C90, TYPE N-1, WITH A MINIMUM ULTIMATE COMPRESSIVE - IN.=INCH - W.W.F.=WELDED WIRE FABRIC -STEEL CONSTRUCTION BC SEC STRENGTH OF 1,900 PSI ACCORDING TO SECTION 2105.2.2.1.2 OF THE IBC. UNITS 4. SHOP DRAWINGS SHALL INDICATE LAYOUTS, SPACING, SIZES, THICKNESS AND - I.D.=INSIDE DIAMETER - W.W.M.=WELDED WIRE MESH SHALL BE PROTECTED FROM MOISTURE ABSORPTION. TYPES OF COLD-FORMED STEEL FRAMING, FABRICATION, FASTENING AND ANCHORAGE - INV.=INVERT - W WITH -STRUCTURAL STEEL BC 1705.2.1 /_ -COLD-FORMED STEEL DECK BC 1705.2.2 DETAILS, INCLUDING MECHANICAL FASTENERS, SHOW REINFORCING CHANNELS, - JT.=JOINT - W.P.=WORKING POINT -OPEN-WEB STEEL JOIST AND JOIST GIRDER BC 1705.2.2 4. PORTLAND CEMENT USED IN THE MORTAR AND GROUT SHALL CONFORM TO ASTM OPENINGS, SUPPLEMENTAL FRAMING, STRAPPING, BRACING, BRIDGING, SPLICES, - JST.=JOIST -CONCRETE BC 1705.3 C150. MASONRY CEMENT OR MORTAR CEMENT SHALL NOT BE USED. ACCESSORIES, CONNECTION DETAILS AND ATTACHMENT TO ADJOINING WORK. FORD - K.=KIP (1000 POUNDS) -MASONRY BC 1705.4 COLD-FORMED STEEL FRAMING INDICATED TO COMPLY WITH DESIGN LOADS, SUBMIT - LO.=LOW -SOIL BC 1705.E 5. MORTAR SHALL BE TYPE S CONFORMING TO THE VOLUMETRIC PROPORTIONS SET STRUCTURAL ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL FORTH IN ASTM C270 AND THE PROVISIONS OF THE GOVERNING BUILDING CODE. ENGINEER RESPONSIBLE FOR THEIR PREPARATION. STRUCTURAL SYMBOLS USE 1 PART PORTLAND CEMENT, 0.25-0.5 PARTS HYDRATED LIME OR LIME PUDDY, AGGREGATE, MEASURED IN A LOOSE, DAMP CONDITION SHALL BE 2.25-3 TIMES THE 5. TOUCH-UP PAINT: IMMEDIATELY AFTER FABRICATION AND ERECTION, CLEAN ® OF NFL NOTE: SPREAD FOOTING FOUNDATION MUST BE INSPECTED BY SPECIAL INSPECTOR. SUM OF THE VOLUMES OF CEMENT AND LIME/LIME PUDDY. ADD WATER TO WELDS, FASTENERS AND DAMAGED GALVANIZED SURFACES. TOUCH-UP AND REPAIR MOMENT CONNECTION yr y jj it FOUNDATIONS PRODUCE WORKABLE MIX. SURFACES WITH GALVANIZED REPAIR PAINT IN ACCORDANCE WITH ASTM A780 � ? 1. THE FOUNDATION HAS BEEN DESIGNED BASED ON INFORMATION PROVIDED IN COLUMN ABOVE (MINIMUM DRY FILM THICKNESS OF 2 MILS). THE GEOTECHNICAL REPORT BY "SOIL MECHANICS DRILL CORP." DATED "JANUARY 4, 6. COARSE GROUT USED IN PILASTERS AND WALLS SHALL CONFORM TO THE COLUMN BELOW 2017". VOLUMETRIC PROPORTIONS SET FORTH IN ASTM C476. USE ONE PART PORTLAND 6. CONNECTIONS SHALL BE ACCOMPLISHED WITH A MINIMUM OF FOUR (4) NO. CEMENT, 2.25-3 PARTS DAMP, LOOSE SAND, 1-2 PARTS %" PEA GRAVEL. ADD 12-16 SELF-TAPPING SCREWS SO THAT THE CONNECTION MEETS OR EXCEEDS THE ' STEEL BEAM PENETRATION �� � g 2. FOOTINGS/MATT FOUNDATION HAS BEEN DESIGNED FOR A MAXIMUM ALLOWABLE WATER TO PRODUCE A FLOWABLE MIX WITH AN 8 TO 11 INCH SLUMP. DESIGN LOADS REQUIRED AT THAT CONNECTION. SCREW SPACING AND EDGE 773 BEARING PRESSURE OF 2 TSF. DISTANCE SHALL NOT BE LESS THAN 1 INCH. MINIMUM CONNECTION ANGLE 7. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. THICKNESS SHALL BE 18 GAGE. STEEL COLUMN �, y164�'' 3. ALL UNSUITABLE MATERIAL (BRICK FRAGMENTS, ASPHALT, CONCRETE BOULDER, REINFORCING BARS TO BE LAPPED 48 BAR DIAMETERS AT SPLICES. / SPAN DIRECTION • ETC.) WITHIN THE BUILDING AREA AND EXCAVATION SHALL BE REMOVED FROM THE REINFORCEMENT TO BE SECURED AGAINST DISPLACEMENT AT SPACING NOT 7. TRACK MEMBERS SHALL BE 18 GAGE MINIMUM, SECURELY ANCHORED TO SITE. ALL WATER AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE EXCEEDING 200 BAR DIAMETERS. ADJACENT STRUCTURE OR MEMBER. CHANGE IN STRUCTURE ELEVATION status: BOTTOM OF THE EXCAVATION BEFORE COMPACTING SUBGRADE AND PACING i CONCRETE OR GRANULAR FILL. 8. JOINT (HORIZONTAL) REINFORCEMENT SHALL BE W1.7 (9 GAGE) WIRE, LADDER 8. JOISTS SHALL HAVE MECHANICAL BRIDGING AT INTERVALS NOT EXCEED 7'-0" TYPE, DUR-O-WALL, OR AN APPROVED EQUAL. PLACE JOINT REINFORCEMENT IN O.C. BEARING WALLS SHALL HAVE MECHANICAL BRIDGING AT INTERVALS NOT TO ISSUED FOR BUILDING PERMIT 4. GRADE BEAMS AND PILE CAPS SHALL BE POURED OVER UNDISTURBED OR EVERY SECOND COURSE (16" O.C.). JOINT REINFORCEMENT SHALL BE LAPPED 6 EXCEED 5'-0" O.C. USE BLOCKING AT ENDS OF BRIDGING LINES. COMPACTED NATIVE SOIL AND/OR GRANULAR FILL (IF REQUIRED). INCHES AT SPLICES. copyright: © 2023 AVGA 9. ALLOW FOR ADDITIONAL JOISTS AS REQUIRED FOR MISCELLANEOUS OPENINGS 5. COMPACTED GRANULAR FILL SHALL CONSIST OF BROKEN OR CRUSHED STONE, 9. PLACE UNITS WHILE MORTAR IS SOFT AND PLASTIC. REMOVE AND RELAY FRESH NOT SHOWN BUT REQUIRED. THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCU MNTS OR BANK OR CRUSHED GRAVEL AND SHALL CONSIST OF SOUND, TOUGH, DURABLE MORTAR AT ANY UNIT DISTURBED TO THE EXTENT THAT INITIAL BOND IS BROKEN PREPARED BY ANDREW V.GIAAIBERTONE AND ASSOCIATES,ARCHITECTS,P.C. PARTICLES FREE FROM SOFT, THIN, ELONGATED OR LAMINATED PIECES AND FREE AFTER INITIAL POSITIONING. 10. PROVIDE WEB STIFFENERS AT ALL REACTION POINTS FOR I-SHAPED AND BOX (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA THESE DOCUMENTS ARE OF MUD, DIRT, VEGETATIVE OR OTHER DELETERIOUS SUBSTANCES GRADI=D AS HEADERS AND WHERE INDICATED ON THE DRAWINGS. OTHERWISE PROVIDED,R T HE AVGA SHALL BE DEEMED THE AUTHOR OF THESE FOLLOWS: 10. FULLY BED UNITS IN ALL SHEARWALLS INCLUDING CROSS WEBS. D SERVE rrs AND SHALL THAT RETAIN O cIFTMNLAW,STATUTORY ANDOTH BY E SQUARE MESH SIZE PERCENT PASSING BY WEIGHT: 11. PROVIDE DOUBLE STUDS BELOW ALL I-SHAPED AND BOX HEADER REACTION RESERVED OTOTHF�ToNOTDE PROEc RALL NADDITIONOT BE SDTO THIS PASS 3 Y2" 100 11. WALLS MARKED AS FIRE:WALL ON ARCH. DRAWING, OR WALLS WITHIN 8" OF POINTS WITHIN STUD WALL CONSTRUCTION. PROJECT, OR FOR THE COI,IlUTION OF THIS PROJECT FOR OTHERS. PASS 1 Y2" 55-100 EXIST. BUILDING SHALL BE GROUTED SOLID. PASS 3/4" 40-65 WOOD FRAMING Plotted: ta-r-!nesd.=,`•ta}�`•'.�i24-4:�5pm By: cco}�hl:n PASS Y4" 25-60 12. ALL PARAPET WALLS SHALL BE GROUTED SOLID. 1. THE DESIGN AND INSTALLATION OF WOOD FRAMING MEMBERS SHALL CONFORM F't' PASS #10 15-45 TO THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", THE "WOOD PASS #40 5-25 13. ALL CELLS WITH REINFORCING BARS OR BOLTS SHALL BE GROUTED SOLID. FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS", AND THE PASS #200 0-5 INTERNATIONAL RESIDENTIAL CODE, WHERE APPLICABLE. 14. VERTICAL CELLS TO BE GROUTED SOLID SHALL HAVE A MINIMUM CLEAR 6. THE COMPACTION EFFORT, WHERE REQUIRED, SHALL BE INSPECTED BY THE OPENING OF 3"x2 Y2". THE ENTIRE PERIMETER OF THE CELL SHALL BE FULLY 2. ALL NEW GENERAL FRAMING LUMBER SHALL BE SPECIES TYPE tide: OWNER'S GEOTECHNICAL ENGINEER. MATERIAL REQUIRING COMPACTION SHALL BE BEDDED WITH MORTAR. DOUGLAS-FIR-LARCH #1 OR BETTER, WITH Fb= 900 PSI. GENERAL NOTES PLACED IN MAXIMUM 8" LIFTS BEFORE COMPACTION. EACH LIFT SHALL. BE 15. CONSOLIDATE GROUT POURS EXCEEDING 12 INCHES IN HEIGHT BY MECHANICAL 3. LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM 95 % ITS MAXIMUM VIBRATION AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER OTHERWISE APPROVED BY THE ENGINEER. DENSITY AT OR NEAR OPTIMUM MOISTURE. NO LIFTS SHALL BE PLACED WHEN ABSORPTION AND SETTLEMENT HAS OCCURRED. GROUT POURS EXCEEDING 5 FEET WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE CONTENT OF THE: MATERIAL ARE HIGH LIFT POURS REQUIRING CLEANOUTS AND SHALL BE INSTALLED IN LIFTS 4. LUMBER SHALL BE FREE FROM KNOTS, SHAKES, ROT, CHECKS OR OTHER CANNOT BE PROPERLY CONTROLLED. NOT EXCEEDING 5 FEET. DEFECTS. scale: As Noted 7. ALL SOIL SURROUNDING AND UNDER NEW AND EXISTING FOUNDATIONS SHALL BE 16. MASONRY OPENING LINTELS HAVE BEEN DESIGNED ON THE BASIS OF ARCHING 5. NEW FLOOR & ROOF JOISTS, HEADERS AND TRIMMERS, AS WELL AS OTHER PROTECTED FROM FREEZING AND FROST ACTION THROUGHOUT THE COURSE OF ACTION OF THE COMPLETED WALL. LINTELS REQUIRE TEMPORARY SUPPORT UNTIL HORIZONTAL MEMBERS, SHALL BE SET WITH THE CROWN EDGE UPWARD. drawn: C.A.C. CONSTRUCTION. THE MORTAR HAS ACHIEVED THE SPECIFIED STRENGTH. STE ED IN N. O 1 ® C Q SEE DETAIL ON FFO T506 O WALLOW/ #5 @1D2 O O H " 12'-103/4" FOR MORE INFORMATION O.C. 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HORIZ. & VERT. 1•_gY2�� i [-18 -1 NIATCHLINE "B" 3'-11" 1'- " - - - 2 r' I project: j 0 I I I The Enclaves 56655 Route 25 Southold, New York 1 PARTIAL FOUNDATION PLAN FO-1 SCALE: 1/8" = V-0" z NOTES WALL LEGEND 1. o-o" DATUM = (+32.0'). job number: 2. SEE PLAN FOR T/ SLAB ELEVATIONS. ----- MASONRY WALL BELOW 3. TOP OF FDN. WALL EL. & TOP OF PLANK EL. IS -0'-4Y4" UNLESS NOTED THUS ON PLAN. REFER TO DETAILS 1 & 13 ON FO-500 FOR MORE INFORMATION. i i MASONRY WALL ABOVE 16-003 4. TOP OF PIER ELEVATION IS -0'-10Y4", SEE DETAIL 13 ON FO-500 FOR MORE INFORMATION. --_- 5. FOR TOP OF BEAM POCKET ELEVATION, SEE DETAIL 5 ON S-500 FOR MORE INFORMATION. MASONRY WALL (CONTINUOUS) date: 6. SLAB CONSTRUCTION SHALL BE 6" SLAB ON GRADE W/ FIBER MESH REINF. DESIGNED BY OTHERS. (As=0.040 IN2) 7. BOTTOM OF FOOTING SHALL BE INDICATED THUS [...] ON PLAN. WHERE FOOTING ELEVATION IS NOT NOTED, FOOTING SHALL BE 3'-0" BELOW FINISHED GRADE. COLD-FORMED STEEL WALL BELOW ISSUED FOR BUILDING PERMIT 10/12/2023 8. REFER TO FOOTING SCHEDULE ON THIS SHEET FOR FOOTING SIZE AND STEEL REINFORCEMENT. BRICK SHELF/INTERIOR PLANK SHELF/BEAM 9. FOUNDATION WALL SHALL BE REINFORCED W/ #5 @12" O.C. E.F. E.W. U.N.O. ISSUED FOR PRICING 1 1/10/2023 10. PIERS SHALL BE 24"x24" U.N.O. SEE TYPICAL PIER DETAIL ON FO-500 FOR REINF. INFORMATION. BEARING SHELF & DROPPED FDN. WALL 11. BOTTOM OF HAUNCH SHALL BE 9%" BELOW TOP OF SLAB ELEVATION. ISSUED FOR COORDINATION 12/15/2023 12. SLAB ON GRADE SHALL BE INSTALLED OVER COMPACTED SOIL TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY PER THE GEOTECHNICAL REPORT. IF ISSUED FOR BUILDING PERMIT 01/10/2024 EXCAVATED SOILS ARE UNSUITABLE, REPLACE WITH ENGINEERED FILL. 13. SEE FO-500 FOR TYPICAL FOUNDATION DETAILS. ISSUED FOR BID 02/07/2024 14. CONTRACTOR TO ENSURE FOOTINGS ARE PLACED ON 2 TSF SOIL AS CONFIRMED BY TESTING COMPANY. ISSUED FOR BUILDING PERMIT 03/22/2024 15. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES. COORDINATE WITH MEP AND CIVIL DRAWINGS. 16, CONTRACTOR SHALL COORDINATE ALL SLEEVE PENETRATIONS IN FOUNDATION WALL AND CONCRETE SLAB WITH MEP AND CIVIL DRAWINGS. LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE. FOOTING SCHEDULE SIZE REINFORCEMENT MARK DEPTH REMARKS (WXL) LONG DIR. SHORT DIR. F1 .5 CONT. 1 '-6"xCONT. 1 '-0" 3-#5 #5@12" O.C. 3" BOTT. COVER �OF N , � IY F2.0 CONT. 2'-0"xCONT. 1 '-0" 3-#5 #5©12" O.C. 3" BOTT. COVER * J rA ��P� F3.0 CONT. 3'-0"xCONT. 1 '-0" 4-#5 #5@12" O.C. 3" BOTT. COVER = s F4.0 4 -0 x4 -0 1 -0 6-#5 6- 5 3 BOTT. COVER S �7s F5.0 5'-0"x5'-0" 1 '-0" 8-#6 8-#6 3" BOTT. COVER 'OR P� s�ioN F6.0 6'-0"x6'-0" 1 '-6" 9-#6 9-#6 3" BOTT. COVER F7.0 7'-0"x7'-0" 1 '-6" 12-#6 12-#6 3" BOTT. COVER status: F8.0 8'-0"x8'-0" 2'-0" 14-#6 14-#6 3" BOTT. COVER ISSUED FOR BUILDING PERMIT F9.0 9'-0"x9'-0" 2'-0" 20-#6 20-#6 3" BOTT. COVER copyright: © 2023 AVGA NOTES THE COPYRIGHT DRAWINGS,SPECIFICATTONS, AND OTHER I>OCUI,ENT'S DENOTES EPDXY COATED REBAR AT FOOTINGS WITH CLOSE PREPARED BY ANDI� °•REINSTRUMENTSOFANIGA. TH SE DOCUM P.C. (AVGA)FORTTIISPROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS PROXIMITY TO INDOOR P 0 0 L. ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO TTIIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEI,IED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. By: cco h':a FJe: title: PARTIAL FOUNDATION PLAN scale: As Noted drawn: C.A.C. I , 16'-11 " 6'-6Y2" 1,11-113/4" 18'-117/8" - -- 18'-6�/8" 5'-0" 25'-2" 23'-67/8 17'-7Y4» 15'-9Ya" 17'-7Y4" 2'-11Y2" 3'-1OY8" Y2» 3'-5�/8" 3'-53/8" I I I I I I I FOR LOADING DOCK LINFORMATION. REFER TO _ _ _ _ _ - PART PLAN 2 ON FO-100B _I W / - - -- - - - - - - T BRICK SHELF I o - -- - - - - - - o - - - - - -z I ' - - ---- - - - J „ - - - - - - - - _ 1 EL. _ -2 -0 TYP. - -1 c� I F3.0 CONT. - [-5-0"] F3.0 CONT. i I _ - - - - r_1 5=0 0 I!1 -6 CONC. FDN. I � I F3.0 CONY. ' I - - - - - - - - - - - F4.0WALL W/ #5 �12" I [ 18'-1"] 1,_2„ F3.0 CONY. w ] [-18'-1"] °° 10.C. HORIZ. & VERT. 1!EA. FACE (TYP.) I I I I N I- - - - - - - 1 - - 3 - I - - Z ; I�,-, F3.0$CO1T- - - 1 1,_6„ - - - - - - - - - - - - - - ! - - - - - - 1l-6r' - �J z" f ] I IF7.0 0 I I l0 � - - - - - - - - - - - - - - - - - I � I I I I I 1 18'-7" oo lv_ _ _ _ I IZr' z^ L- -�[ ] o �� _1 10 00 �1'-0" WIDE HAUNCH BELOW N I T/WALL I IO I 0j ( 1 g ANDREW EXTERIOR BRICK SHELFI ri, I MASONRY WALL, TYP. SEE EL: -0'-6" 00 In I ' , V. ELEVATION -2'-0" I i 1'-2" I� ; - - F00_500 FOR MORE INFO.- I (�LL , I n,i,i 00 BELOW DATUM (TYP.) 1'-6" I I I ( (-��J =_ ______ _- -� i F3.0 CONY. 1 I I GIAMBERTIONE - - - f -I F3.0I_CONY I III i 18 1 ] - - - - -J I 1 1 I I [-18'-1"] I 1 1; l i 11 1 I ASSOCIATES 1 1 I I I4 I I I - - Loo _ o - - - - - - t - - - - - II'll - - - - - - - - - - � Ii � F7.o » I N 1 Lr _ J N ± r l-_- - - - - - - - - - � I 18'-7" 1 -2 - -I J [ ] F3.0 CONY. J ( i 1 1 * ARCHITECTS °F7.0 c� _I B.P.I [_2 0'�]�Fr - - - - - - - - - - � r - � [-18'-1"] I I I i� [-18'-7"] _1 r- T/WALL - I - - - - - STEPPED FOOTING, - - - - - - -� SEE DETAIL ON FO-500 I 1 22-p„ EL.=-1'-2Y4» - - - I 1, 0„ - - - - - - - FOR- MORE- 4NFORMATION- - - - - - - - - - 5-O" F3.0 CONY. - % - - - - - - _ �I- -_ - -]-+ I - I - - - - -[_ - - - - - - - - - - - - 62 Elm Street _ - T- T - - T- T -I- T- - I Ii I 12" CONC. FDN. WALL I iv 1 � - - - - - T CMU WALL ABOVE i �, I C° I I I I I 1' I W/ #5 ©12 O.C. F4.0 _ _ _ _ _ _ _ _ _ _ _ _ _ Huntington, NY 11743 ' HORIZ. & VERT. �I - - I - -f - I- - - - -4-� , - - - - - - - - - - - II J - - - - - LJ - - 2 - - - - - - --4 - - - - - 1- 15 14 L J 1 1 t 14 I I I Z I Telephone: 631.367.0050 (- - I _ - - - - - - - - - - - - r - 5 I 1 1 -,- L 4.0 i .I N _ I 1'-0" I 0 0l I 1 -0 ; T/INTERIOR BEARING SHELF E`5.0 0 EL. _ -0'-9" TYP. Fax: 631.367.6636 F2.0 CONY. F8.0 " -24' 0"] ( L = ` I ' I [-18' 1"] i [-5-0"] 0o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -;� I I f ELEVATOR PIT SLAB - -+ - r _ _ - 1 EL = -21'-3 Y4" 1 GiambertoneArchitects.com -{ ; I I1 - - - - - - I - - - - - - - - - -I -- - - - - - - 1 I I I 16 17'-7Y4» 22'-8" 17'-7Y4" o F7.0 6',0 ' 5.0 I 6 T U V W rI JI » S - [-24 0 ] 0 _ o [ 18 7 ] I "I I 12" C;ONC. FDN. WALL ( I I Il [ 18 T 1 ] ( I 1h� 5 @12 O.C. 1 in 1'-O" CONC. FDN. WALL W/ L . . . . . . . ./ .# . . . . J #5 @12" O.C. HORIZ. & VERT. { , HORIZ. & VERT. I 1 i �I -- 1 z hry - - _ { � _�_ -I_ F-3 O CONT __! 1 ' F8.01 10 - - 18'-1„ i 1g 1 1 _ RI ILLYpTARA1�TI1`IO - - - E,- 6" SLAB ON GRADE, SEE [- - ] I 1 N _.__.._.....-.._.__...___-.G ^ I EIyGIMEERtI`IG i j I NOTE 2 FOR INFO. i 1000 Park Blvd Suite 209 1 -6 00 ,� 4 1 DY2 T BASEMENT SLAB I 1 Massapequa Park, NY 11762 i I � ,- -;� I PARTIAL FOUNDATION PLAN 1- EL = -16'-3Y4" I I I Fo-1°o SCALE: 1/8" = 1'-0" z WALL LEGEND NOTES Phone: (631) 724-7888 20 1. 0-0" DATUM = (+32.0'). ----- Email: info refill arantino.com 1'-2" I I I 2. SEE PLAN FOR T/ SLAB ELEVATIONS. �__-__� MASONRY WALL BELOW @ yt F5.0 L 4'-43/4" + 1 i I � 15:� I I 3. TOP OF FDN. WALL EL. & TOP OF PLANK EL. IS -0'-4Y4" UNLESS NOTED THUS ON PLAN. REFER TO DETAILS 1 & 13 ON FO-500 FOR MORE INFORMATION. r--------I 1 _8Y2 4'-103 " I [I-18'-1"] L i _ -:- _ JJI [-18 1 ] 1 ( 4. TOP OF PIER ELEVATION IS -0'-10Y4", SEE DETAIL 13 ON FO-500 FOR MORE INFORMATION. L--____- MASONRY WALL ABOVE F9•p I i MATCHLINE "B" 5. FOR TOP OF BEAM POCKET ELEVATION, SEE DETAIL 5 ON S-500 FOR MORE INFORMATION. 1'-8Y2" » » 2 MASONRY WALL (CONTINUOUS) p 6. SLAB CONSTRUCTION SHALL BE 6 SLAB ON GRADE W/ FIBER MESH REINF. DESIGNED BY OTHERS. (As=0.040 IN ro ect: I 1`-2" 7. BOTTOM OF FOOTING SHALL BE INDICATED THUS [...] ON PLAN. WHERE FOOTING ELEVATION IS NOT NOTED, FOOTING SHALL BE 3'-0" BELOW FINISHED GRADE. COLD-FORMED STEEL WALL BELOW 8. REFER TO FOOTING SCHEDULE ON THIS SHEET FOR FOOTING SIZE AND STEEL REINFORCEMENT. 00 1 , 9. FOUNDATION WALL SHALL BE REINFORCED W/ #5 @12" O.C. E.F. E.W. U.N.O. BRICK SHELF/INTERIOR PLANK SHELF/BEAM I I I I 9.0 x4.0 10. PIERS SHALL BE 24"x24" U.N.O. SEE TYPICAL PIER DETAIL ON FO-500 FOR REINF. INFORMATION. BEARING SHELF & DROPPED FDN. WALL The Enclaves F3.0 CONT. + - I 6-#5 SW 11. BOTTOM OF HAUNCH SHALL BE 93/4" BELOW TOP OF SLAB ELEVATION. 1 _ ,_ � - �, I 12-#5 LW -[-18 -1� "� I 11 (- 4 - - I [-18'-1"] 12. SLAB ON GRADE SHALL BE INSTALLED OVER COMPACTED SOIL TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY PER THE GEOTECHNICAL REPORT. IF 21 I EXCAVATED SOILS ARE UNSUITABLE, REPLACE WITH ENGINEERED FILL. - - - - - - - - I - - - - 13. SEE FO-500 FOR TYPICAL FOUNDATION DETAILS. I ' I r F4.0 I I L 14. CONTRACTOR TO ENSURE FOOTINGS ARE PLACED ON 2 TSF SOIL AS CONFIRMED BY TESTING COMPANY. 18*-1 L + _J ,r I 15. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES. COORDINATE WITH MEP AND CIVIL DRAWINGS. I 16. CONTRACTOR SHALL COORDINATE ALL SLEEVE PENETRATIONS IN FOUNDATION WALL AND CONCRETE SLAB WITH MEP AND CIVIL DRAWINGS. LOCATIONS SHOWN F7.0 z I © 56655 Route 25 ON THIS PLAN ARE APPROXIMATE. �. 1 0-1 Ifn M ° ; P Southold, New York I 1'-6" ``s"I 10„ FOOTING SCHEDULE N I j SIZE REINFORCEMENT 24 F2.0 CONT. _ _ _ job number: = y_ MARK DEPTH REMARKS O I F4.0 I -,� (WXQ LONG DIR. SHORT DIR. - �' 16-003 F1 .5 CONT. 1 -6 XCONT. 1 -0 3-#5 #5C�?12 O.C. 3 BOTT. COVER o _ 00 I 00 IF F2.0 CONT. 2'-0"xCONT. 1 '-0" 3-#5 #5©12" O.C. 3" BOTT. COVER date: � P. �I I I ..... - - ..... 1- - - I- - _---I -- -- I- - - - - - - - - - - - - - - 2S F3.0 CONY. 3'-0"xCONT. 1 '-0" 4- 5 5©12" O.C. 3" BOTT. COVER ISSUED FOR BUILDING PERMIT 10/12/2023 # # I I I F4.0 I ISSUED FOR PRICING 1 1/10/2023 _ _ J [-18'-1"] I I I F4.0 4f-0"x4'-0" 1 '-0" 6-#5 6-#5 3" BOTT. COVER F7.0 ISSUED FOR COORDINATION 12/15/2023 I 18'-7'�] 1'-2" I 'i F5.0 5'-0"x5'-0" 1 '-0" 8-#6 8-#6 3" BOTT. COVER ISSUED FOR BUILDING PERMIT 01/10/2024 [ N I I IISSUED FOR BID 02/07/2024 I •' ff f ff f » ff F6.0 6'-0 x6 -0 1 -6 9-#6 9-#6 3 BOTT. COVER " Iz ± I Iz=-' ^I ISSUED FOR BUILDING PERMIT 03/22/2024 I M I0 1 1 to I o T 1 f f, f ff f ff f, 27 - - - - - - - - - � - -1 - I�� - - - - -�- - - - - + + - - �- - - U�I- - - - - - - - - - 27 F7.0 7 -0 x7 -0 1 -6 12-#6 12-#6 3 BOTT. COVER 00 N I0'i' I L J I I� I N I I F8.0 8'-0"x8'-0" 2'-0" 14-#6 14-#6 3" BOTT. COVER F4.0 1 I I _ o �I 1 1 [-18 „] 4 10 f ff ff f ff # #-1 I F9.0 9 -0 x9 -0 2 -0 20- 6 20- 6 3 BOTT. COVER N I I I I 1'-0" N I o I � _ � _ I I I NOTES .P. 1 . "*" DENOTES EPDXY COATED REBAR AT FOOTINGS WITH CLOSE _._. _.-. -----�1--- PROXIMITY TO INDOOR POOL. o II I ' I -18' 1"] I IL - T - _J [-18'-1"] °' I F7.0 I L- - - - - - - ` 1 ���Fy [-18'-7"� I 1 F 16'- H J M N O Q Q 1 �P �r1Y J.TA o I o0 0 0 � --- - F2.0 _CONY_-_-__-- 16' 11Y" 6Y" 11' 1 3/" 18' 1 �/" 18' 6�/" 5' 0" 25' 2" � � I- 2 2 - 1 4 - 1 8 - g - - ►" � . o '* N I F -1 6„ 10„ 2'-11Y2" 3'-10Y8" .. ` s w - - - - - - - - - N - I - - - - - - �- r + - - - - - - " - - - - - - - - / m W 1' 6" Z y. 'x10.3' I L y _4 r� 24" MAT FOOTING W 18 CONCRETE RETAINING WALL W/ ' 31 " #509 O.C. TOP & #8 @12 01(. VERT. & (�Dj _#6 sw L F4.0 _ 1 #5®6 OC BOTT. #6 ®12" HORIZ., TYP. FESSS� NP� » 1 [-18' 1»] 1 - [L19'-34"] I r N N - - - - - - - status: F3.0 CONY. - (3) #5®12 ADD'L BbT '� [-22'-0"] _N I N �. 0 24" CONCRETE ISSUED FOR BUILDING PERMIT O _ _ _ I - - - z MAT FOOTING F_ F3.0 CONY. - ' - o i t i I � J 0 0j _I 3Y2» copyright: 1 [-18'-1"] T L'- - {{-� - - J L - '- - [_22-0" 0 N ; I i ;, © 2023 AVGA F8.0 - u -op r) I THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS F9.O [-23'-0"] ( - tL PREPARED BY ANDREW V.GMIBERTONE AND ASSOCIATES,ARCHITECTS,P.C. 0 [-1 9 R-1"] r/WALL CJ " "� (AVGA)FOR THIS PROJECT,ARE TNSTRUNIFNTS OF A\'GA. THESE DOCUMENTS I 1 , » + » , » ARE SER\RCES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS T/ELEVATOR PIT SLAB 1 EL.=-1'-2Y4» w `° 1 -6 29 -7Y2 N 1 -6 OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE In I I I ± EL = -21 -O' z DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER 1 J RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE _ - 2 I 4 5®12" OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS F3.0 CONT� ADD L TOP - PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. 0 z^ [-18'-1"] I T SLAB - - - - 1 1 p 1'-6" CONC. FDN. I EL = -16'-3Y" -I- - _ Plotted: 17%�ee•3., ,�1a} 9.�;,, as - - - - - - -1 �--- - - - - - - - - - - - - - � - _ - vN - » [.0 CON]. D'L TOP 4 O - - - - - 3 S - - - - � F3.0 CONY. 00 ; °- ( I N � 0 NWALL W/ #5 �12 I I � I -18 -1" 1 I 5 AD 118 -1 0 I- �, I , O.C. HORIZ. & VERT. 1 I _ EA. FACE (TYP.) I - I - - - - - � - - - - - - { - - - - - - - - - 77 2'-0" WIDE HAUNCH BELOW 1 ASONRY W�LL, TYP. SEE 12 CONC. FDN. WALL B.P I i I N I title: 00 I 1'-2' ± �0-500 FOR MORE INFO. W/ #5 @127 O.C. F } MATCHLINE "C" 0l - - - I - - r'I Imo^ MATCHLINE "c" ± _ �- z - _ _ _ _ _ _ _ _ _ _ _ _ PARTIAL FOUNDATION HORIZ. & ;VERT. ( z _ `n o i - F7.0 ± L - -_� - - - - -- � _ - J 0� I I - - - - - - - - - - - - - - - - I I F .D i° [ 18'' 17„] - - - - - -- - - - - - - - 1'-2" - - - J - - -� � °o i c� i i F3.0 CONT. + I i �o F3.0 CONY.! l� 0 Q L �_18'-1"] [ 18 -1 ] � - � � i F [-18,_1»] I � t � - - - � I F718'-7" PLAN W - -l_ - I j I -6 I I 1 -2 .- 36 - - - - - - - - - - - - - - - - - - - - - - - - - - - I J - + - -+- - - f 3 6 I I Scale. As Noted _ r J F7.0 �L I I I N [418'-1"] N drawn: C.A.C. I I I I I 18 -7 ] I I I 2 PARTIAL FOUNDATION PLAN SCALE: 1/8" = 1'-O" Z - I I - -I - - - -I 2Y2 F�3.0 CONT. N 2Y2" I SEE FO-100C 3 L-18' '-1"] _1 FOR INFORMATION 1'-0" 3'-10Y8"1 1 -0 1 53/4„ 12 -10/2„ 11 -33/8 6'-73/4" 6'-3Y2r, 11'-SY8» I4'_47/e' 1p'-7Y8" FO - o � o 2'-0" WIDE HAUNCH BELOW 10" CONC. FDN. WALL I I MASONRY N LL, TY'P. SEE , 1 " I ! F`O-500 FOR MORE INFO. W/ #5 ©12" O.C. F » » 00 _ I I MATCHLINE "C" 1'-2" I �- -I 1._2�� MATCHLINE C _I _ HORIZ. & ;VERB LO _ HSS COLUMN. SEE PLAN FOR SIZE 6.0 F7.0 = r 1- -- - - - - ~- - - -- - - ' `I [-18' 7"] — 1 — . I 1 I F3.0 CONT. [ 18'-1"] _ — r— F3.0 CONT. I I - Q ] 7 -18'-1"] I SEE FO 100B L - - - - - J- - - Z - - - - — - - - - -J I FOR INFORMATION Z I I I I I 2x4 WOOD FRAMED WALL (BY OTHERS) - - - - - a - --- - - ---- - + - �.-- - - - - - - - - - - - - - - - - - - - - 36 _ _ _ — - - �— - -�J = U —L - - f I-1 I I { >—I I N s — N [� ] - Ii i COLUMN BASE PLATE ANCHOR CONDITION, I SEE I TYPICAL DETAIL ON S-500 IL 1 I SLOPED CONC. SLAB ON GRADE, ©ONT. N �2SEE PLAN FOR SIZE & REINF.,_ 3 „ »tr3 __� » III ANDREW V. 3 1 7/4 11 1 -0 3 -30y 1 -0 I I h x x. x x x x � x , x 1— T/FDN. WALL 5/4" 12'-10Y2 1 3�s„ 6'-7/4" 6'-3Y2" 1 1�— /$ 4 —4/a 10 —7Ys - EL = —0'-10Y4» III ° GIAMBERTONE I I I I I STONE FACADE, SEE P R ° J ° , ° a ARCH DWGS FOR INFO T/SHELF & ASSOCIATES Z�I I I I I IZ^ J ° EL = —2 —0 II I 10C) 1 6" SLAB ON GRADE, SEE oI NOTE 2 FOR INFO. ` ARCHITECTS 11 I I I I� J ° CONC. FDN. (CHEEK) WALL,, I SEE PLAN FOR SIZE & REINF. 8" FDN. WALL W/ ° a � ° ° � 62 Elm Street ° #5®12" O.C. E.W. TYP. � a , Huntington, NY 11743 LL--------------------------_J c °a L — ° ° a a B/FDN. WALL Telephone: 631.367.0050 EL = -18 -1 Fax: 631.367.6636 2 COLUMN SUPPORTED BY CHEEK WALL DETAIL GiambertoneArchitects.com FO-100C SCALE: N.T.S. �f » -o REILLY•TARANTINO ENGINEERING THICKENED FOOTING " 1000 Park Blvd Suite 209 10—#5 SHORT WAY & 0 2—#5 LONG WAY Massapequa Park, NY 11762 Phone: (631) 724-7888 Email: info@reiRytarantino.com project: 1 PARTIAL FOUNDATION PLAN WALL LEGEND FOOTING SCHEDULE FO-1 _ �- �' _____ The Enclaves SCALE. 1/8 1 0 z MASONRY WALL BELOW SIZE REINFORCEMENT C-----� MARK DEPTH REMARKS -------- MASONRY WALL ABOVE (WXQ LONG DIR. SHORT DIR. MASONRY WALL (CONTINUOUS) F1 .5 CONT. 1 '-6"xCONT. 1 '-0" 3—#5 #5@12" O.C. 3" BOTT. COVER COLD—FORMED STEEL WALL BELOW F2.0 CONT. 2'-0"xCONT. 1 '-0" 3—#5 #5@12" O.C. 3" BOTT. COVER 56655 Route 25 BRICK SHELF/INTERIOR PLANK SHELF/BEAM F3.0 CONT. 3'-0"XCONT. 1 '-0" O.C. 3 BOTT. COVER 4— 5 5@12" O.C " BEARING SHELF & DROPPED FDN. WALL # # Southold New York F4.0 4'-0"x4'-0" 1 '-0" 6—#5 6—#5 3" BOTT. COVER , F5.0 5'-0"x5'-0" 1 '-0" 8—#6 8—#6 3" BOTT. COVER F6.0 6'-0"x6'-0" 1 '-6" 9—#6 9—#6 3" BOTT. COVER job number: F7.0 7'-0"x7'-0" 1 '-6" 12—#6 12—#6 3" BOTT. COVER 16-003 F8.0 8'-0"x8'-0" 2'-0" 14—#6 14—#6 3" BOTT. COVER date: F9.0 9'-0"x9'-0" 2'-0" 1 20—#6 1 20—#6 1 3" BOTT. COVER ISSUED FOR BUILDING PERMIT 10/12/2023 ISSUED FOR PRICING 11/10/2023 ISSUED FOR COORDINATION 12/15/2023 ISSUED FOR BUILDING PERMIT 01/10/2024 ISSUED FOR BID 02/07/2024 ISSUED FOR BUILDING PERMIT 03/22/2024 0 CO `� o * r* zA`+'s cc Z W 2 status: ISSUED FOR BUILDING PERMIT copyright: © 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAI B3ERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROIECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COI MONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: 1�:`c at esd�=,Ala)24 ( -4:i nn', By: ccn,hi:n H, title: PARTIAL FOUNDATION PLAN scale: As Noted drawn: C.A.C. PROVIDE DOWELS TO MATCH. °• J PROVIDE DOWELS TO MATCH. MASONRY WALL (SEE PLAN FOR SIZE & REINF.) Li COLD-FORMED STEEL STUD WALL, WALL REINFORCEMENT (TYP.) WALL REINFORCEMENT (TYP.) SPLICE LENGTH (SEE SEE ARCH DWGS FOR INFO TABLE ON FO-700 FOR 2" TOPPING SLAB CELLAR SLAB SEE PLAN ° CELLAR SLAB SEE PLAN INFORMATION) 0 @ EL. = -0'-2Y4" FOR REINFORCEMENT a FOR REINFORCEMENT 2" TOPPING SLAB 10 CONCRETE PLANK, ° ® EL. = -0'-2Y4» SEE PLAN FOR SIZE x x x , x- -x---x--x 10" CONCRETE PLANK, T/1 ST FL. ` T/1 ST FL. _ - - - - - SEE PLAN FOR SIZE EL. = 0'-0" (EL. +32.0') T PLANK & T FDN, WALL • : . . : T PLANK & T FDN. WALL EL. EL. _ -0'-4Y4» a ° _ - 4" ------ ------------ ---------------- E - -- -- --- - -- ------ 0'-4Y SEE PLAN G FOR REINF. G L T PLANK SHELF G -�a-- ---- - ---- - - • •° T PLANK SHELF EL. = —1'-24„ • L o • • _ � ��- - —FILL SOLID W/ � , •; 2,_0„ — - - I / FILL SOLID W 3000 PSI GROUT a • • ° i - T STONE SHELF I 3000 PSI GROUT ANDREW V. ok T STONE SHELF EL. _ -2'-0" L PROVIDE REINF. TO L4"x4"x5/6" STEEL G <0 L4%4"A/16" STEEL MATCH THAT SHOWN EL. _ -2'-0" • a. ANGLE (9" LONG) SUMP PIT COORD. W/ ARCH ON FOOTING ANGLE (9" LONG) GIAMBERTONE G = & ELEV. DRAWINGS y SCHEDULE OR PLAN 5 � � SPLICE LENGTH (SEE _ a _ TABLE ON FO-700 FOR & ASSOCIATES • • - SEE PLAN FOR FOOTING W a . : . ' INFORMATION) SIZE AND REINF. _ < * ARCHITECTS 0 < 0 J11° ° 1 0 0 —I - N 62 Elm Street 0 wO w _4 Q Huntington, NY 11743 0w • a ° O Z ° 1' LI LLI Q -0" (TYP.) � Z a _ G Telephone: 631.367.0050 � �• ° °• �•° �� I �COMPACTED � . ° ' SOIL � Ga Fax. 631.367.6636 ° ,,_o. 3 TYPICAL STEP FOOTING DETAIL < • 1Y2" COVER G 10 1Y2" COVER FO-500 SCALE: N.T.S. 1Y2" COVER G 1Y2" COVER GiambertoneArchitects.com 2 ELEVATOR PIT DETAIL • FO-500 SCALE: N.T.S. G e CONC. FDN. WALL (SEE CONC. FDN. WALL (SEE PLAN FOR SIZE & REINF.) G •° u • ) DOWEL TO MATCH • PLAN FOR SIZE & REINF. �} DOWEL TO MATCH SIZE & SPACING OF-"'-< SIZE & SPACING OF FDN WALL REINF. FDN WALL REINF. 00 0 CONC. SLAB ON GRADE REILLY`TARANTINO z CONC. SLAB ON GRADE z J o G a (SEE PLAN FOR SIZE & J o G G a ( ENGINEERING wREINF.) SEE PLAN FOR SIZE & w REINF.) T BASEMENT SLAB g 0 w REINF. 1000 Park Blvd Suite 209 UZ a ` E.L. _ -16'-3Y" w � � G T BASEMENT SLAB � o � 4 w m X G X -X X 12» 18�° E.L. _ -16'-3Y4" w Q L . X L X x X `' Massapequa Park, NY 11762 w Q 1Y2 COVER, TYP. 1Y2 COVER, TYP. in� ° a Phone: (631) 724-7888 (n�� G L 4 4 • •' • a - n L Email: info@reiRytarandno.com CONC. FOOTING (SEECONC. FOOTING (SEEG PLAN FOR SIZE & < ` a V PLAN FOR SIZE & REINF.) • • • _ REINF.) • • G U , MASONRY WALL (SEE _ Z project: a PLAN FOR SIZE & REINF.) y - SEE FOOTING = SCHEDULE ' S SCHEDULE M DOWELS WHERE REQUIRED The Enclaves a w M w SEE PLAN FOR (3)-#5 CONTINUOUS z o a z o SIZE & REINF. 1 TYP I CAL FO U N DATI O N WALL D ETAI L x x x° x - °x ° M o o °, ° a 4 TYPICAL FOUNDATION WALL DETAIL FO-500 SCALE: N.T.S. IM a M ° ° ° ° ° FO-500 SCALE: N.T.S. � . . • I �1=1 �!- � -- • •° -III-I I I =i —,; ° --i NOTE: 56655 Route 25 NOTE: �� � � _ �i- 1. AT BASEMENT FOUNDATION WALLS DO NOT EXCEED 1. AT BASEMENT FOUNDATION WALLS, DO NOT EXCEED _ MAX. RETAINING HEIGHT OF 6'-0" UNTIL FIRST 2 —I III—I =1 —I - —I -I II =1 i 11=1 I ' ' = MAX. RETAINING HEIGHT OF 6'-0" UNTIL FIRST 1 FLOOR IS IN PLACE. 2'-0" ALTERNATE DIRECTION U FLOOR IS IN PLACE. SOuthOld, New York 2. GC TO ENSURE ALL PROPOSED FOOTINGS BEAR ON (2) #5 TOP & BOTT. (5) #5 TOP & BOTT. UNDISTURBED SOIL OR j HAUNCH WIDTH OF 90'HOOKS 2. GC TO ENSURE ALL PROPOSED FOOTINGS BEAR ON 2 TSF SOIL, U.N.O. #3 @12" O.C. STIRRUPS #3 @12" O.C. STIRRUPSV COMPACTED FILL 0 = 2 TSF SOIL, U.N.O. GB-1 GB-2 � cO 5 GRADE BEAM DETAILS TYPICAL HAUNCH SLAB UNDER job number: FO-500 SCALE: N.T.S. ( 6 ' MASONRY WALL DETAIL 16-003 FO-500 SCALE: N.T.S. date: ISSUED FOR BUILDING PERMIT 10/12/2023 ISSUED FOR PRICING 1 1/10/2023 ISSUED FOR COORDINATION 12/15/2023 ISSUED FOR BUILDING PERMIT 01/10/2024 U Y3 SLAB T TO W.W.F D " STEEL COLUMN ISSUED FOR BID 02/07/2024 (2" MAX.) SPLICE = 2 NON-SHRINK GROUT (SEE PLAN FOR INFO.) ISSUED FOR BUILDING PERMIT 03/22/2024 CONCRETE SLAB ON GRADE CRACK CONTROL JOINT CONC. SLAB ON GRADE (FOR (SEE PLAN FOR INFO.) AROUND COLUMN BASE PLATE SEE PLAN FOR INFO.) (SEE TYP. COLUMN BASE PLATE ANCHOR SIZE & REINF. SEE PLAN) X X X X XX XX X X X ( DETAIL FOR INFO SEE S-500) CJ CJ ; 4 ® 16 O.C. ' ' LINE OF FOOTING X 2'-0" LONG 1" x Y8" SAWCUT 1. SLAB t x—x ^x—x—x—x x—x—x—x—x—x—x=x x x x—x—x—x--x—x�x—x—x—x—x— OR PILE CAP BELOW ° ° 2. W.W.F. � � r�- ° z� 3. BASE ° ° °° ° z x x . g" C ° ° ° ,° - OMPACTED LAYER ° ° a E- 8 RETARDER OF 34' CRUSHED STONE o ° ° CL 0 :..... ..:..:: :;. .:.;:.:.;>.;..... 4 VAPOR ° ° U _ 5. SUB-BASE U , ' a o CONSTRUCTION JOINT CONTROL JOINT DEPRESSIONS & '` - • ° ° w AUDIT. SLAB BREAKS = _ _ _ - - -� M ° ° ° ° a ° ° ° , B FOOTING EL = SEE PLAN (SOIL) ROCK 6. SUBGRADE ANCHOR BOLTS �FEW y COLUMN POCKET DETAIL TYPICAL SLAB ON GRADE DETAILS (ROCK) SEE TYP. COLUMN BASE PLATE REINFORCEMENT ( (SEE FOOTING SCHEDULE) 7 ANCHOR DETAIL ON S-500 do FO-500 SCALE: N.T.S. FO-500 SCALE: N.T.S. 9 TYPICAL DETAIL — SLAB ON GRADE LENGTH x WIDTH (SEE FOOTING SCHEDULE) m FO-500 SCALE: N.T.S. ZN NOTES: SPREAD FOOTING DETAIL BASE PLATE & ANCHOR 10 BOLTS SEE TYPICAL BASE 1. SLAB THICKNESS SEE PLAN UNLESS OTHERWISE NOTED ON PLANS. FO-500 SCALE: N.T.S. PLATE DETAIL ON S-500 2. W.W.F. REINFORCEMENT: SEE PLAN O Sl FOR STEEL COLUMN 3. BASE =3" LAYER OF PROCESSED AGGREGATE, SIZE NO. 10 PER ASTM 2 NON-SHRINK GROUT CONNECTION TO PIER, SEE D448. (SAND OF UNIFORM PARTICLE SIZE OR CONCRETE FINE AGGREGATE WRAP COLUMN W/ BOND BREAKER. CONC. SLAB ON GRADE TYPICAL COLUMN BASE PLATE IS NOT ACCEPTABLE). POUR CONC. AGAINST COLUMN LINE OF TOPPING SLAB status: W/ HAUNCH, (SEE PLAN DETAIL ON S-500 4. VAPOR RETARDER (VAPOR "BARRIER"): 10 MILS THICK POLYETHYLENE. © EL. = -0'-2Y4" FILL VOID WITH CONCRETE WHEN FOR SIZE & REINF.) 5. SLAB BASE: 4" LAYER OVER SOIL, OVER ROCK SUBGRADE, COMPACTABLE 1 _0 ALTERNATE EVERY POURING CONCRETE TOPPING SLAB ISSUED FOR BUILDING PERMIT GRANULAR FILL. COVER ROUGH FILL WITH Y2 OF BASE AGGREGATE AND OTHER BAR �^ COMPACT IT ONTO SUBBASE. T FIN. FLOOR _ __ ______________________________________ ____________ ° X X X X -X X-- X X 6. SUBGRADE: COMPACTED FILL, BACKFILL OR UNDISTURBED SOIL, OR32.0' DATUM) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - © 2023 AVGA copyright: �> LEVELED ROCK SURFACE. ° ° ° a • ° T PLANK & T FDN. WALL THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS • • •J ° • • °• • EL = -0 —4Y4" PREPARED BY ANDREW V.GIAI,IBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS _0" I ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS DOCUMENTS OTHERWISE PANDSHAM RETAIN ALL COMMONLAW,ED, AVGA SHALL BE DEF1,1ED STATUTORY AND OTHR OF ER T P I ER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE _ EL = -0'-10Y4" ° ° T STEEL PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. � 4 ° ° ° ° FDN. WALL BEYOND ° a • • ° • ° ° • • °• . • EL = —1 0-2Y4" OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS U ° d ° a A-A Q ° 24N24" CONCRETE PIER ° 2" NON SHRINK GROUT T'los,cd: \C',iaesda• �1a L9,?t2 -4a5n7 rr: cco,hlin; _ 0 ' a W/ 8-#6 VERT. & #3 a 14 °4„ J,4"'[ 2„ FAh:: CONCRTE PIER, ° ° ° ° ° ° @16" O.C. COLUMN TIES ° ° ° ° W18 SEE SECTION A-A ° STL. BASE PLATE & ANCHOR RODS. FOR REINF. HOOK LENGTH, SEE TENSION C(�, SEE COLUMN SCHEDULE FOR SIZE. a ° ' DEVELOPMENT LENGTH TABLE EMBED RODS 8" INTO CONCRETE ° #3 ON FO-700, TYP. o a ° ° �I tide:° a _I ° a ° FOUNDATION DETAILS a � TINT. BEARING SHELF ° STEEL BEAM, SEE PLAN FOR SIZE a a ° ° _ ° COLUMN FOOTING, ° ° ° °a EL -2 -1 1' ° ° ° ° (SEE NOTE #2) ° 14"x4"A/4" STL. BASE PLATE W/ (SEE PLAN FOR ' 1Y" MIN. COVER „ (2) 3/4" ANCHOR RODS. EMBED 11 ° SIZE & REINF.) /a 1 2 4 RODS 8 INTO CONCRETE SEE PLAN FOR DIMENSIONS 11 ° 2" NON SHRINK GROUT scale: As Noted SECTION A—A CORNER DETAILS— REINFORCED drawn: C.A.C. 11 TYPICAL PIER DETAIL 12 CONCRETE WALLS Bc GRADE BEAM 13 TOP OF FDN. WALL SECTION AT STL. COLUMN FO-500 SCALE: N.T.S. FO-500 SCALE: N.T.S. FO-500 SCALE: N.T.S. NOTES: 1. COLUMN POCKET SHALL BE WITH WIDTH OF ALL AND 2" GREATER THAN BASE PLATE LENGTH. 2. THIS ELEVATION IS APPLICABLE @ W18 BEAMS ONLY, FOR ELEVATIONS @ BEAMS OTHER THAN W18'S, SEE PLAN. FO - 500 TABLE 1: TABLE 2: TABLE 3: TENSION LAP SPLICE LENGTHS (CLASS B MINIMUM) TENSION DEVELOPMENT LENGTH (Ld) (IN INCHES) TENSION DEVELOPMENT LENGTH FOR STANDARD END HOOKS (Idh) TABLE 1.A: 3/4" COVER TO OUTER LAYER BARS TABLE 1.C: 1Y2" COVER TO OUTER LAYER BARS TABLE 2.A: 3/4" COVER TO OUTER LAYER BARS TABLE 2,C: 1Y2" COVER TO OUTER LAYER BARS CONCRETE STRENGTH (PSI) OUTER LAYER LAP LENGTH (IN INCHES) OUTER LAYER LAP LENGTH (IN INCHES) OUTER LAYER DEVELOPMENT LENGTHS OUTER LAYER DEVELOPMENT LENGTHS BAR NOTE: USE TABLE 1.A IF BAR SPACING IS LESS SIZE 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ THAN 4" O.C. UP TO #8, 5" O.C. FOR #9,#10,#11 BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ #3 9 7 7 6 6 6 6 6 #3 16 16 16 16 16 16 16 16 #3 16 16 16 16 16 16 16 16 #3 12 12 12 12 12 12 12 12 #3 12 12 12 12 12 12 12 12 #4 11 10 9 8 7 7 7 6 #5 14 12 11 10 9 9 8 8 #4 21 20 20 20 20 20 20 20 #4 20 20 20 20 20 20 20 20 #4 16 14 13 12 12 12 12 12 #4 13 12 12 12 12 12 12 12 #5 31 27 24 24 24 24 24 24 #5 24 24 24 24 24 24 24 24 #5 24 21 19 17 16 15 14 13 #5 16 14 13 13 13 13 13 13 #6 17 15 13 12 11 10 10 9 #6 43 37 33 30 29 29 29 29 #6 29 29 29 29 29 29 29 29 #6 33 28 25 23 22 20 19 18 #6 20 17 15 15 15 15 15 15 #7 19 17 15 13 13 12 11 11 #7 69 60 53 49 45 42 40 38 #7 42 37 34 34 34 34 34 34 #7 53 46 41 37 35 32 31 29 #7 32 28 25 23 21 20 19 18 #8 22 19 17 16 15 14 13 12 #8 85 74 66 60 56 52 49 47 #8 53 46 41 39 39 39 39 39 #8 66 57 51 46 43 40 38 36 #8 41 36 32 29 27 25 24 23 #9 25 22 19 18 16 15 15 14 ANDREW V. #9 103 89 80 73 67 63 59 56 #9 66 57 51 46 44 44 44 44 #9 79 69 61 1 56 52 49 46 43 #9 50 44 1 39 36 33 31 29 28 #10 28 24 22 20 19 17 16 16 10 74 70 66 10 79 68 61 56 51 49 49 49 10 93 81 72 66 61 57 54 51 #10 60 52 47 43 40 37 35 33 #11 31 27 24 22 21 19 18 17 GIAMBERTONE # 121 105 94 86 79 # # #11 140 122 109 99 92 86 81 77 #11 92 80 72 65 60 57 54 54 #11 108 94 84 76 71 66 62 59 #11 71 61 55 50 46 43 41 39 #14 37 32 29 27 25 23 22 21 #18 50 43 39 35 1 33 1 31 29 27 1 & ASSOCIATES TABLE 1.B: 3/4" COVER TO OUTER LAYER BARS TABLE 1.D: %" COVER TO OUTER LAYER BARS TABLE 2.13: 3/4" COVER TO OUTER LAYER BARS TABLE 2,D: %" COVER TO OUTER LAYER BARS INNER LAYER LAP LENGTH (IN INCHES) INNER LAYER LAP LENGTH (IN INCHES) INNER LAYER DEVELOPMENT LENGTHS INNER LAYER DEVELOPMENT LENGTHS NOTE: ® ARCHITECTS NOTE: USE TABLE 1.A IF BAR SPACING IS LESS NOTE: USE TABLE 1.A IF BAR SPACING IS LESS THAN 4" O.C. UP TO #8, 5" O.C. FOR #9,#10,#11 THAN 5" O.C. UP TO #8, 6" O.C. FOR #9,#10,#11 1. TABLE 3 CONFORMS TO ACI 318-2002 (AND 2005). TABULATED VALUES BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ ARE BASED UPON ACI 12.5.2 , ASSUMING GRADE 60 REINFORCEMENT AND NORMAL WEIGHT CONCRETE. 62 Elm Street #3 16 16 16 16 16 16 16 16 #3 16 16 16 16 16 16 16 16 #3 12 12 12 12 12 12 12 12 #3 12 12 12 12 12 12 12 12 2. PER ACI 12.5.3 A), FOR #11 AND SMALLER BARS, IF COVER TO BAR IS 2 INCHES OR MORE, AND FOR 90 DEGREE HOOK WITH COVER ON BAR #4 20 20 20 20 20 20 20 20 #4 20 20 20 20 20 20 20 20 #4 13 12 12 12 12 12 12 12 #4 13 12 12 12 12 12 12 12 EXTENSION BEYOND HOOK NOT LESS THAN 2 INCHES, A MODIFICATION Huntington, NY 11743 #5 24 24 24 24 24 24 24 24 #5 24 24 24 24 24 24 24 24 #5 16 14 13 13 13 13 13 13 #5 16 14 13 13 13 13 13 13 FACTOR OF 0.7 MAYBE APPLIED. MINIMUM idh SHALL NOT BE LESS THAN #6 30 29 29 29 29 29 29 29 #6 29 29 29 29 29 29 29 29 #6 23 20 18 16 15 15 15 15 #6 20 17 15 15 15 15 15 15 8db NOR 6 INCHES. Telephone: 631.367.0050 #7 48 42 38 34 34 34 34 34 #7 37 34 34 34 34 34 34 34 #7 37 32 29 26 24 23 22 20 #7 29 25 22 20 19 18 18 18 Fax: 631.367.6636 #8 61 53 47 43 40 39 39 39 #8 43 39 39 39 39 39 39 39 #8 47 41 36 33 31 29 27 26 #8 33 28 25 23 22 20 20 20 #9 75 65 58 53 49 46 44 44 #9 53 46 44 44 44 44 44 44 #9 57 50 44 41 38 35 33 31 #9 41 35 31 29 27 25 23 23 GiambertoneArchitects.com #10 89 77 69 63 58 55 51 49 #10 64 55 49 49 49 49 49 49 #10 68 59 53 48 45 42 40 38 #10 49 42 38 35 32 30 28 27 #11 104 90 81 74 68 64 60 57 #11 75 65 58 54 54 54 54 54 #11 80 69 62 57 52 49 46 44 #11 58 50 45 41 38 35 33 32 O O 2" MIN. COVER TO MAIN BARS NOTE: 1. ALL REBAR'S LARGER THAN #11 SHALL HAVE A MINIMUM YIELD STRESS OF fy=75ksi AND SHALL BE MECHANICALLY TENSION/COMPRESSION SPLICED. PF. NOTE FOR TENSION LAP SPLICES/TENSION DEVELOPMENT LENGTHS: 1. REINFORCEMENT IS UNCOATED, WITH Fy=60,000 PSI. 4 2. CONCRETE IS NORMAL WEIGHT (122-150#/C.F). 0 REILLY*TARANTINO 3. FOR "TOP" BAR SPLICE LENGTH ("TOP" IS DEFINED BY ACI 318 AS HAVING MORE THAN 12 INCHES OF FRESH CONCRETE CAST BELOW THE BAR), TABULATED LENGTHS MUST BE MULTIPLIED BY 1.3. ENGINEERING 4. LENGTHS TABULATED MUST BE MULTIPLIED BY THE FOLLOWING MODIFICATION FACTORS: a. LIGHTWEIGHT CONCRETE ..........1.3 Q O O 1000 Park Blvd, Suite 209 Ld w b. EPDXY-COATED BARS: 1.) BARS WITH COVER <3db, OR WITH CLEAR SPACING <6db ..1.5 FOR BOTTOM & VERTICAL BARS, 1.3 FOR 'TOP' BARS * 0 g Massapequa Park, NY 11762 2.) ALL OTHER CONDITIONS ....1.2 * FOR EPDXY-COATED 'TOP' BARS THE MAXIMUM FOR COMBINED FACTORS= 1.7 � w Phone: (631) 724-7888 5. WHERE TENSION DEVELOPMENT LENGTH (Ld) IS REQUIRED ON PLANS OR IN DETAILS, SEE TENSION DEVELOPMENT LENGTH TABLES. 6. CLASS A LAP SPLICE LENGTHS ARE EQUAL TO TENSION DEVELOPMENT LENGTHS. SEE TABLES FOR TENSION DEVELOPMENT LENGTHS (Ld). APPLY APPROPRIATE MODIFICATION FACTORS TO CLASS A SPLICE LENGTHS. w Email: info@reillytarantlno.com - CO TABLE #4: TABLE #4: O O COMPRESSION LAP SPLICES DEVELOPMENT LENGTH FOR BARS IN COMPRESSION project: BAR GRADE OF REINFORCEMENT fy = 60,000 PSI fy = 75,000 PSI fy = 80,000 PSI 0___0 SIZE SIZE CONC. f'c (IN. PSI) CONC. f'c (IN. PSI) CONC. f'c (IN. PSI) The Enclaves #3 12 17 18 #4 15 22 24 #3 12 12 12 12 12 12 12 12 12 Z O 2" MIN. COVER #5 19 28 30 #4 12 12 12 14 12 12 15 13 12 z 2" MIN. TO MAIN BARS #6 23 33 36 #5 14 12 12 17 15 14 18 16 15 1- END COVER Idh W SURFACE OF CONCRETE 1Y2" MIN. CLEAR 56655 Route 25 #7 27 39 42 #6 17 15 14 21 18 17 22 19 16 v D = 6db UP TO #8 BETWEEN BARS #8 1 30 44 48 #7 19 17 16 24 21 20 26 22 21 cN D = 8 db FOR #9,#10,#11 D = 10 db FOR #14&#18 W Southold, New York #9 34 50 54 #8 22 19 18 28 24 23 29 25 24 > MULTIPLE LAYERS O PROVIDE MINIMUM COVER AND CLEARANCES #10 38 56 61 #9 25 22 21 31 27 25 33 1 28 27 SHOWN USE TABLE 1.A FOR LAP SPLICE Of LENGTHS. #11 43 62 68 #10 28 24 23 34 30 28 36 31 30 job number: 1. LAP SPLICE ARE NOT #11 31 27 26 38 33 31 40 34 33 PERMITTED. USE MECHANICAL 16-003 CONNECTIONS OR WELDED #14 37 32 31 48 42 39 51 44 42 0 � % " OUTER LAYER #14 SPLICES FOR #14 & #18, END VIEW (TABLE 1A OR 1C) & PER ACI 318 (12.14.3). #18 50 43 41 62 54 51 65 56 54 date: #18 2. LAP SPLICES OF #14 & i INNER LAYER ISSUED FOR BUILDING PERMIT 10/12/2023 #18 BARS TO #11 & �' (TABLE 1 B OR 1 D) SMALLER BARS ARE ISSUED FOR PRICING 11/10/2023 PERMITTED PER ACI 318 CENTER TO CENTER ISSUED FOR COORDINATION 12 15 2023 (12.16,2), SPACING OF BARS / / 3. FOR BARS OF DIFFERENT SIZE, ISSUED FOR BUILDING PERMIT 01/10/2024 USE LARGER OF: SPLICE LENGTH OF ISSUED FOR BID 02/07/2024 SMALLER BAR (TABLE #4) OR L2" MIN. COVER DEVELOOPMENT LENGTH OF LARGER TO MAIN BARS ISSUED FOR BUILDING PERMIT 03/22/2024 BAR (FROM TABLE #5) PER ACI 318 (12.16.2). NOTE: TABLE #4 APPLIES FOR NORMAL WEIGHT CONCRETE WITH f'c = 3,000 PSI OR GRATER. TOP VIEW �E OFo FW.I r o n _ (P 877 SSIc��P� status: ISSUED FOR BUILDING PERMIT copyright: 0 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GL"IBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FORT HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUnIFNTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTIIER RESERVED RIGHTS THAT THESE DOMIENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plnttt.? !lt^ n.c3.t^\.x 2:','i! .I_.�;,i;ri.. �,.: ecrt:h^.Ft title: REBAR DEVELPOMENT TABLES scale: As Noted drawn: C.A.C. 3 " „ O .� 12 10/a 22 -6Y4 36 _11 36,-11 36,-11 36'-11" 16'-11Y2' 6'-6Y2" 11'-113/ *** N T/FDN. 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COL. I 1U T/BEARING SHELF O EL. = -2'-11" (TYP.) 1 PLANK+1 `_ �` 2" TOPPING- _ B.P. x 10 PLANK + x 10 PLANK + x 10" p NK + x 10" PLANK + co / / 00 2" TOPPING °0 2" TOPPING °° �� 00 0- -� Nr 1 1 1'16'P'[-3'x 10Y"] W12x19 ' ' 3 3 4 BEARING SHELF OR �! 2 TOPPING 7 �; ' 2" TOPPING T/BEARING SHELF I » i i m T/FDN. WALL ALL , i S � ON G ADE. r.. 01) EL. _ -2'-5" 10 PLANK + i i „ T/FDN. / n I 2" TOPPING EL. _ -0 -4Ya EL. _ _0''14Y4,r [Lo- T OHELF -_I �� t � 9Y4 ' rr I — — — — — — — — — — — — — — — — — — - — — — — — — — — ---- -' -_ " O I 4 INTERIOR SHELF i i ---------------------- --------------------------------------------- --------------------------------------------- --------------------------------------------- -------------------------------------------- `o 1 g ---------------------------------------- ---------------------------------------- a 4 INTERIOR SHE — - 1 ga . 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INTER MATCHLINE " "B I I — project: I �- 1 1 T/FD The Enclaves 56655 Route 25 1 PARTIAL FIRST FLOOR FRAMING PLAN Southold, New York S-101 SCALE: 1/8" = 1'-0" Z NOTES: WALL LEGEND 1. D-0" DATUM = (+32.0'). MASONRY WALL BELOW job number: 2. TOP OF FDN. WALL EL. & TOP OF PLANK EL. IS -0'-4Y4" UNLESS NOTED THUS ON PLAN. REFER TO DETAILS 1 & 13 ON FO-500 FOR MORE INFORMATION. 3. TOP OF PIER ELEVATION IS -0'-10Y4", SEE DETAIL 13 ON FO-500 FOR MORE INFORMATION. ---- 6-0�3 4. TOP OF STEEL ELEVATION SHALL BE 0'-10" BELOW TOP OF PLANK ELEVATION, UNLESS NOTED THUS [...]. ---- MASONRY WALL ABOVE 5. 2" TOPPING SLAB SHALL BE 4,000 PSI NORMAL WEIGHT CONCRETE. MASONRY WALL (CONTINUOUS) 6. CONTRACTOR SHALL ALLOW FOR 1" CAMBER WHILE SETTING CONCRETE PLANK. AT NO TIME SHALL TOPPING SLAB THICKNESS BE LESS THAN 2 INCHES. date: 7. "GB-#" DENOTES GRADE BEAM, SEE TYPICAL GRADE BEAM DETAIL ON FO-500 FOR MORE INFORMATION. COLD-FORMED STEEL WALL BELOW 8. ALL W-SHAPED STEEL COLUMNS ON THIS FRAMING PLAN SHALL BE W8x48 U.O.N. ISSUED FOR BUILDING PERMIT 10/12/2023 LZZZZZA BRICK SHELF/INTERIOR PLANK SHELF/BEAM ISSUED FOR PRICING 11 BEARING SHELF & DROPPED FDN. WALL /10/2023 ISSUED FOR COORDINATION 12/15/2023 ISSUED FOR BUILDING PERMIT 01/10/2024 ISSUED FOR BID 02/07/2024 ISSUED FOR BUILDING PERMIT 03/22/2024 0 F E . CO NY 3 Tq y0 0 m w (P 2� A 8 3 � S5WA status: ISSUED FOR BUILDING PERMIT copyright: 0 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GLA MERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUNfENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUI EEIM SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. T't med: i tdresdae, i1=2','t- :-4:':. Br: cm title: PARTIAL FIRST FLOOR FRAMING PLAN scale: As Noted drawn: C.A.C. F G H O Q1 T O 16'-1 1Y2' 6'-6Y2" 1 1'-113/" 18'-117/s" 1 '-6�/s" 5,-0" 25'-2" 23 -6�/s 17 -7Y4 3 -53/a 15 -9Ys3 -53/s 17 -7Y4 2'-11Y2" 3'-1OYs' 3Y2" » 1 I I I I I i I I I i i I I EXTERIOR BRICK SHELF, � _ o - - --- - - - - - - - - - - - - SEE FOUNDATION PLAN A - - - - - - - - - - -I ---- ---'-, z FOR ELEVATIONS. I --------------------------------------------------- --------------------------------------------------- ------ ------ L I I 771 SHELF ---- I o EXTERIOR BRICK SHELF. ! ( - - - - - - - --- - - - - - - - -I - - - - - - - -- - - - - - - - - - - - - - - - - L� CO X SEE FOUNDATION PLAN I I i � FOR ELEVATIONS. I � I 10„ PLANK + I 2 TOPPING I ; - - - - - - - - - - - - - - - - - i- - - - - - - - - - - - - - - - - - - j - - - - - - I I -- T/1ST FL. CONCRETE SLAB 1 - » CB 1 --- I I E_ - 0 3 1 I �- - - - - F2- - - - - - - - I Ii - - - 4 INTERIOR SHELF - - _- - - - I - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - �� f I ( ! 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I L W16x36 " �- I 00 2 TOPPING X -------------- - - - - I - - - -- - - - - -- r - - -- - - - - - --- - - - -I- - - - - - - - + - - - - - 13 B.P. -z - - - - Elm treet 3„ I 10" PLANK �� a - — -- ----------_-_---------- - ------------------_---------_-_-----------_------ _-_--- - --- - - - - - ----- ------- I Hung gto 11743 -- 2" TOPPINI� QI I 1 � �- ------------------------ -------------------------- --------------------------- Q I I II I - - -_ - - - - - - - - — 3- - - - - - - - - - - - - - - - - III " 15 14 Telephone: 631.367.0050 p INTERIOR BEARING SHELF, 0 " v I I I I SEE FOUNDATION PLAN Fax: 631.367.6636 , � ,o � 10 PLANK + , _ X 0"P�ANK--+- co 2" TOPPING T/FDN. WALL _2" TOPPING » I I I FOR ELEVATIONS. - - !- - - � - - E- - -� EL. - -0 -4Y4 _ _ �- - - - - �B-1 - - - - - -I L - - - - - �B,-1 - - - - - co - 5" CONC. SLAB W/ GiambertoneArchitects.com 110 I 6x6 W4.OxW4.0 W.W.M. _ / M - - I - 00 - - 16 OVER COMPACTED FILL O O 17 -7Y4 22 -8 17 -7Y4 B.P. W16x77 UV X 10" PLANK + co I a " r� r 2 TOPPING 00 I II I I I � - - i - - - - - - J 1-/1ST FL. CONC ETE PLANK V EL = -0'-4Y4» , -'- 4" INTERIOR SHELF - - ;,- - - - - - - - - 18 REILLY•TARANTINO ------------------ B.P. / 10 PLANK + "I ^ ENGINEERING 2 TOPPING N N ----------, .------------------ - 1 Park Blvd, Suite 209 L___J ________L_-_J r 000 vd, r I I Massapequa Park, NY 11762 1 o PLANK -+ Phone: (631) 724-7888 14" � 10" j 2 TOPPING I I -GB-a I - =a 01 20 W.2 1 X1 -- L - - - - - - - - - - - -� — I ' � ; � Email: info@refflytaranfino.com ' W8x67 STL. COL. 14" INTERIOR SHELF I I I MATCHLINE "B" tO project: X00 I III 4" INTERIOR SHELF 1 I I I III � I I I r 3r-0» 5'�4ff I T/FDN. WALL l 8x67 STL. COL. The Enclaves DEL. _ -0'-4Y4" W16x40 I� -- - - 21 - - - - ------ ------------------------ 21 �- --, 14 10 T/FDN. WALL I T/BEARING SHELF II I T/BEARING SHELF = ! III EL. = 3'-2" EL. -0 -4Y4 ! I Q EL. _ -2'-9" 56655 Route 25 111 —� r I! °' I I� 4" INTERIOR SHELF ! I k i Southold, New York 10" PLANK + II,I, 10" PLANK + G M I I'I I 2" TOPPING J P" TOPPING I - 24 - - - - - - - I - - - - - - Ili - - - - --- - - � - - - - - - - - - I - -- 411 BEARING SHELF �4) job number: O I - ; I I16-003 rn I x I i i rn I � I ; " I ' I I II _ date: +- - - - - - - ! ' B.P. W18x76 ].- W18x65 I I ISSUED FOR BUILDING PERMIT 10/12/2023 ISSUED FOR PRICING 11 10 2023 I I ,J i I 8" FDN. WALL W/ #5 ISSUED FOR COORDINATION 12/15 2023 4 BEARING SHELF ; ®12" O.C. HORIZ. & / / X ! I VERT. EA. FACE 'a ISSUED FOR BUILDING PERMIT 01/10/2024 ISSUED FOR BID 02/07/2024 j I I i i ISSUED FOR BUILDING PERMIT 03/22/2024 "I ( 10" PLANK + 10' PLANK + I „ _ » , 1-0 PLANK -+-2 - - 27 m 2 TOPPING 2 TOPPING TOPPING CANT.) I . I, I � T/FDN. WALL ; EDGE OF SLAB ABOVE N i�l I I j EL. _ -O'�4Y4" la � I , I U B.P. W18x76 W18x65 29 —LI- - -- - __ — - ---- - - , -I— II 4" INTERIOR SHELF F E , � �f to ' co 4 INTERIORS ELF �' � b yo I 4" BEARING SHELF n W c� 110" PLANK + 1 PLANK + 2 TOPPING TOPPING —/ 31 PARTIAL FIRST FLOOR FRAMING PLAN 31 °° I I I I I _ " I ? I T/FDN. WALL S-101B SCALE: 1/8" = 1'-0" X ! ELI = -0'-4Y4" NOTES: WALL LEGEND N 1. 0-0" DATUM = (+32.0'). N I I 'i i I 2. TOP OF FDN. WALL EL. & TOP OF PLANK EL. IS -0'-4Y4" UNLESS NOTED THUS ON PLAN. REFER TO DETAILS 1 & 13 ON FO-500 FOR MORE INFORMATION. MASONRY WALL BELOW ^� 3. TOP OF PIER ELEVATION IS -0'-10Y4", SEE DETAIL 13 ON FO-500 FOR MORE INFORMATION. --------, Status: I I � I I MASONRY WALL ABOVE " 4. TOP OF STEEL ELEVATION SHALL BE 0'-10" BELOW TOP OF PLANK ELEVATION, UNLESS NOTED THUS - III W18x143 W18x97 - - - -- 34 5. 2" TOPPING SLAB SHALL BE 4,000 PSI NORMAL WEIGHT CONCRETE. ISSUED FOR BUILDING PERMIT - ------- - ----_- _ — _ / t ---- ----- - _----------- _ --- - - MASONRY WALL (CONTINUOUS) T BEARIPJG SHELF T/FDN. WALL 6. CONTRACTOR SHALL ALLOW FOR 1" CAMBER WHILE SETTING CONCRETE PLANK. AT NO TIME SHALL TOPPING SLAB THICKNESS BE LESS THAN 2 INCHES. _ 4" INTERIOR SHELF EL. = �3*-l" 4" INTERIOR SHELF J '` L EL. = -0'-4Y4" 7. "GB-#" DENOTES GRADE BEAM, SEE TYPICAL GRADE BEAM DETAIL ON FO-500 FOR MORE INFORMATION. COLD-FORMED STEEL WALL BELOW copyright: © 2023 AVGA ' I I I NV16x36 B.P. I 8. ALL W-SHAPED STEEL COLUMNS ON THIS FRAMING PLAN SHALL BE W8x48 U.O.N. e BRICK SHELF/INTERIOR PLANK SHELF/BEAM THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUI,fENTS °0 r------- BEARING SHELF & DROPPED FDN. WALL PREPARED BY ANDREW V.GL"IBERTONE AND ASSOCIATES,ARCHITECTS,P.C. MASONRY WALL ABOVE, TYP. ARE VICESOR FOR U ARE INSTRUMENTS PE AVGA. THESE PROJECT. UNLESS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS II I OTHERWISE PROVIDED, AVGA SHALL BE DEFNfED THE AUTHOR OF THESE I I DOCLIDIENTS AND SHALL RETAIN ALL CO\AIONLAW,STATUTORY AND OTHER + RESERVED RIGHTS THAT THESE DOM NTS SHALL NOT BE USED BY THE + z OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS (' `1 — PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Y z CI- z 0 I I z f L-- -----J Plotcr?: \K;edticsd.r, :ac2'.f,^'?: .�aijn,; B;: cvyhbn 0- 0I III II g � I , IMF— n I r O x I- - - - - - - Fil:: --� � - - - - -- I - - - - - - � - - 1NT66 - - 35 - - - - o " T/BEARING SHELF T/FDN. WALL o i�l 1'-6" EL. _ -2'-9" EL. _ -0'-4Y4" 16x36 title: I i ; -- I I'-------�--------- �� B.P. 00 T BEARING SHELF I --- ' MASONRY WALL BELOW, TYP. 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(CANT)—�- _ _ _ _ �12x20.7 _ _ _ C12x24.z 012x20.7_ _ _ _ �12x20•� _ _ _ �12x2Q.Z _ _ �12x2Q.7_ _ T - - 1 2 I _ - W8x18 1 - - - - - W8x18-- - - I - -- ---- - - - - - -- - -- - - - - - - - --- f a - - - - JII W16x36 - - - - Z - - - - _- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W12x26 - --� U 3 / IL lf) M, � N' Q X X X: X'' X I 0. 00 oo, ro M _ `r 10" PLANK + 10" PLbK + 10" PE'�K + 10" P NK + 10" P NK + M ' O x » � rr » » x � 2" TOPPING 2 TOPPING 2 TOP�'ING I 2 TOP ING 2 TOP ING 10 PLANK + c� 2" TOPPING co Q Q Z; ZI z - �- - - - — 1- Lo � - ter — ram - - - - - - - - - - v - - �� - - - - - - U - - - - - - - - - v - - - - - - - - ANDREW Ve LINE OF 2NE M u L M M - �; �', Ix I FLOOR ABOVI GIAMBERTIONE ;o I i � 0 � I - - - N - - - - - - - - — - - — - - - - - - - - — - - --- - -- -- - - ---- - - - - ---- - - - - ---- - - - - -- - - - - - - - - - --- - - - - - — - - - - - - - I W16x31 & ASSOCIATES I - - - - - - - - - - - - - - - - - - - - - - -- W16x31 1 00� 10 PLANK + rn / 10 PLANK__+_- rn 10 PLANK + rn 10 PLANK + rn 10 PLANK + rn 10 PLANK + , W8 2" TOPPING o 2" TOPPING o 2" TOPPING o 2" TOPPING o 2" TOPPING o 2" TOPPING 3 ARCHITECTS 12 - - - - ---- - - - - - --- - - - - - - - �- - - - - - - - - - - - - - - - -- - - - - - 4"- '� T/2ND FL. CONCRETE PLANK `�I o 6" - - - -------_--- - - - - - - - - - - - - - - - - _ EL = 12 -8 - - - - - - - - - - - --_- _ - - = - - - - - - - - - -_ - _ _ L _ `n ---B.P._ 62 Elm Street 90 N 6 xoo Huntington, NY 11743 �' �I - --- - 1 - - - - - -- - - - - I- - 15 � z - - ', Z; N d Q ��K VI' � U' �UB.P. 0" P + �0" PLANK + 0" PL + 0" PLANK + I Telephone. 631.367.0050 » - Lo -_ � L o �L- 2 TOPPING —p 2 TOP ING '� �� 2 TOPPING �� L� 2 TOPPING LF , 00I 00 00 --- Fax: 631.367.6636 XXXX �' 3' �I 5 - - - Y0_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��- - N z GiambertoneArchitects.com ' I ! C 0 - - - • � N 10" PLANK + 10" P NK + 10" P NK + 10" P K + 10" P K + ® O 2" TOPPING 2" TOP ING 2" TOPPING 2" TOPPING 2" TOPPING r 10" PLANK + 2" TOPPING 4- W i W12x26 � B.P. o': 0 0 0 0 ! x x x' x x x O cD (0 O cD' NCO MASONRY WALL ABOVE, TY HSS5 /s" �_ N STL. COL. » ! --- -- HSS14x1oxY + HSS14x'10xY2 + r HSS14x10xY + HSS14x10xY2 + r HSS14x10xY2 + L4x4x5/s" ANGLE L4x4x5/4' ANGLE I L4x4x5/�j ANGLE L4x4x5/s j ANGLE I L4x4x5/�' ANGLE W12x26 ": 18 - - - - - - - � _ � 18 O N ^ N N, ^ N II '=�' / N "�' N "� N "� /Cq r' N RE[LLY•TARANT[I`[O i X t-I + I X X E f % X oa ; X►=, x►�I X a X��. N W16x31---- I _ N LL-2 z z, f z i z; z, z' -� ElyGif�EER11*[G » fl » O rr OQ I , n ' flQi i� OQ I » OQ, » OQi » OQ n L� Z I P7 » •P• HSS10x6x5/s ;}iSS10x6x5/s - `� HSS10x6x5/s ;' - Hss10x6x5/s i r-(� - FISS10x6x5/s U - HSS10x6x5/ts c� - HSS10x6x s HSS10xEx5/s / HSS10x6x s : _ ��� _ 10 P 1000 Park Blvd, Suite 209 [11'-8Yz»] 3 :1 u ,� [1 1'-8v2r'] }� [1 1'=8Y2„J ,� '[1 1'—$1'2r,] 3, [11'-8Y"] [1 1'-8Y"J 3 lu [1 1'-8Y"] �. ' u i [1 1'-8Y2„J —� L'— i 3 19 w1ox22 � ' Massapequa Park, NY 11762 CANT. MASONRY WALL BELOW, TYP. C10x15.3 C10x15.3 C10x15.3 C10x15.3 C10x15.3 C1Ox15.3 C10x15.3 C10x15.3 C1Ox15.3 Phone: (631 724-7888 [1 1'-8v2„J [11'-8Y2"] [1 1'-8y2"] 3 ' [1 1'-8Y2"] [1 1'-8Y"] [1 1'-8Y"] [1 1'-8Y2»] 3 1 [1 1'—V2»] [1 1'-8l'i"] — - - - - - - - - \ 16 - t Email: info@reillytarantino.com a 18'-5Y2" HSS4X4X s-aoi 2" DEEP, 16 GAGE METAL � s-ao� , ON THIS LINE DECK + 3/4" PLYWOOD. T/DECK EL. = 11'-10Y2" I MATCHLINE "B" - - - @— project: i . � 10" P LINE OF 2ND 00 X FLOOR ABOVE The Enclaves 56655 Route 25 Southold, New York 1 PARTIAL SECOND FLOOR FRAMING PLAN S-10 SCALE: 1/8" = 1'-0" Z NOTES: WALL LEGEND _ job number: 1. TOP OF STEEL ELEVATION SHALL BE 0'-10" BELOW TOP OF PLANK ELEVATION, UNLESS NOTED THUS [...]. MASONRY WALL BELOW 2. ALL W—SHAPED STEEL COLUMNS ON THIS FRAMING PLAN SHALL BE W8x31 U.O.N. -----� MASONRY WALL ABOVE 16-003 MASONRY WALL (CONTINUOUS) date: COLD—FORMED STEEL WALL BELOW ISSUED FOR BUILDING PERMIT 10/12/2023 BRICK SHELF/INTERIOR PLANK SHELF/BEAM ISSUED FOR PRICING 1 1/10/2023 BEARING SHELF & DROPPED FDN. WALL ISSUED FOR COORDINATION 12/15/2023 ISSUED FOR BUILDING PERMIT 01/10/2024 ISSUED FOR BID 02/07/2024 ISSUED FOR BUILDING PERMIT 03/22/2024 Of NE I TA O n t •a W Z Nip 0617,�°' A zz. 10 Pv status: ISSUED FOR BUILDING PERMIT copyright: © 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GMIBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITI I RESPECT'TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS TILkT THESE DOCUMENTS SHALL NOT BE USED BY TIIE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. pl.rc^�: \aec?rt•da. ;ttat•�ci 'i:- -.a:(i,.,.;; Rr: cco}l:'^; title: PARTIAL SECOND FLOOR FRAMING PLAN scale: As Noted drawn: C.A.C. F G H J M N O Q Q1 S OT QU Q 2 0 0 0 � o 0 000 0 16 -1 1Y2 6 -6Y2 1 1 —1 13/4 18 -1 1�/$ J 18 -6�/8 5 -0 - -"- 25 -2 23'-67/8" 17'-7Y4" 15'-9y8" 17'-7Y4" 2'-11Y2" 3'-10Ya" 3Y2" 3'-53/8" 3'-53/a" EDGE OF SLAB, TYP. CANT. ' - - I I ' I W8x 18 a _ _ W 16x40 _ _ -- - - - - - z - --1 - - - - W21x48 - - o - - - W16x40 - - - - - - - - - I z -- - - I o- j B.F. V1 — H W12x26 -' I 0 III -o- - - - �- - - - - w21x48 - - - - -�- - - - - - - - -MCM' Im00 EDGE OF X M I I� 00 PLANK, TYP.W12x19 Lo - - 11�166%1„�N _ _- - - - - - >10" PLANK + x I ;� - - - - - - - - - I - ---- - I - -- 2 TOPPING � , EL2ND12L. $OOF PLANK � - -- -� --- ---- - - _ � - - - - - - - - - - - - - - - - - - �-- - - U -- Y —o - - - - � - - t - - - - - - - - - - I-- , - I \�p z' 10"' R - co z coo g (o o - Q - - - - - - - - — X 10" PLANK °' I g N i a X � z L x I _ ANDREW Ve i� i (a 12„ R N in o N T/2ND FL.. ROOF PLANK mI I I- "' LL » - 3" . 00 X I LINE OF 2ND 10 PLANK �� - a W18x97 _ 0 / �47/8*` EL - 14 8 �I gGI�,MBERTONE 00 _ T 2ND FL. ROOF PLANK N rlI I FLOOR ABOVE M EL = 11s-4o I 00 I I 04 I ' to, I W 16x31 a I 0 X _ _ _ _ _ _ _ ___ — _ _ __ _ _ __ _ ___ _ - _- _ - 9 & ASSOCIATES o` - --� 1 — — - — — — W16x31 W10x15 N I o= I Ico \ 0 0 PLANK + W8x18 0 L _ - - - rn MASONRY WAL BELOW, TYP. _ _____ �- o IL 11 ® ARCHITECTS X 2" TOPPING 3» W16z31 MASONRY WAL ABOVE, T1�P. I I W16x26 u (� _ - - _ IN I 00 1 r� W21x48 - - - - - - - - - �� I -- - - - - -- -I 1 0 - --- --- -_ IB.P. L--W21 x44 W8xa-5 - - - - - - _- � B_,P. I I, _ _B.F. W16x4o o W21x48 W16x40 ` B.F._ I 62 Elm Street I LINE OF 2ND o - - - - - - - - - X Q 1 I , _ _ I _ _ _ _ _ _ _ _ I _ _ Huntington NY 11743 Q FLOOR ABOVE o o 5 rn o N - - - B.P. - _ W 16x31- o - - - - 1--- - - - - j - - 15 14 ¢I - - - - N (V W16x31 0-- _ _ _ _ _ - _ _ _ _ _ _ Telephone: 631.367.0050 I BLDG. LINE TYP. X �I - 5 Fax: 631.367.6636 - - 10" PLANK 2 TOPPING r) no\o �10 --- - - - - -- - X' 10" PLANK + X _� o \ _ / GiambertoneArchitects.com 0 2" TOPPING —, 3 I I I I I 16 O I 17 -7 - 17 -7 Y Y4 22 8 4 -- 8„ 4„ 10" PLANK + W16x36 — 2" TOPPING 4 W16x36 0� ---- `N �� T U V W S o 0 • o � 10"I PLANK + a ' a o I', 2" TOPPING T X X - - - 17 �� j - - �- - - - - r - - - - - - - - - -- ----- - 10" PLANK + 2" TOPPING W12x26 0) CANT. PLANK @ BUMP OUT 1 „ 18 04 REILLY•TARANTINO X I' W16x 11 )�, 1 1 i i N / Z - 6 7 - " .� ¢ _I � � , _ X 10" PLANK » I 6x6x5 " POST ENGiMEERII`I s - - _ _ co 4 6 HSS6x6 /s POST HSS /s 1000 Park Blvd Suite 209 ] 3 T/2ND FL. C 'NCR TE BLANK 1 I I DOWN TO W16x40 DOWN TO W16x40 - � - EL = 12 - 1 I _ _ - �— - _ Massa e ua Park NY 11762 W16x40 W21 x48 B.F. p B.F. [13'-8"] [13' 8"] o [136x8] �- - ' '] w1 sx5o w16x36 - - Phone: (631) 724-7888 - - _ ' - - - - - - _ - - ;1 ;1'2 --__- 20 C12x2o.7 C12x20.7 C12x2o.7 - - Email: info@reillytararitiriO.COm 4" — --- -- ------- - - 1 W12x19 C12x20.7 W12x19 n MATCHLINE "B". HSS6x6x5/s" C12x20.7 (CANT.) C12x20.7 (CANT.) HSS6x6x5/s" , 6 7 project: „ 0 10"-PLANK+ LO 1 `n s-400 -400 10 PLANK 10 PLANK + X o - - -- ------2" TOPPING X _ ' CANOPY FRAMING PARTIAL PLAN LINE OF 2ND i' 2" TOPPING 2 FLOOR ABOVE ! S-1026 SCALE: 1/4" = 1'-0" NOTE S: The Enclaves IS IIIL 1. TOP OF STEEL ELEVATION SHALL BE 15'-107/8" UNLESS NOTED THUS [...]. 16x31 W 16x31-' � W21 x48 W-14x2 ► o o � I J 04 X LA 1.0 Q 56655 Route 25 1 I Q � Southold New York 1 � I Q , o g N I -x - - - -- - - -._- "0 W 14x22 HSS 6x6xY4" STL. COL. 24 - - - - - - - - - - - - - " - - - - - - - - - - - - - �o num er: 1 6x6 P.T. WOOD POST I M 9 + ' ----' 1 6-003 rn (TYP.) I I S-401 2 rn X X M.D. T ROOF DECK N I (fl � W14x22 CANT. EL = SEE ARCH DWGS 00 date: N W16x31 W18x40 1.5B, 20 GA, 25 I W16x31 I 25 ISSUED FOR BUILDING PERMIT 10/12/2023 METAL DECK, TYP. ! 1'-69' 3 ISSUED FOR PRICING 1 1/10/2023 - - - - ---- - - � -- - - - - - T�2ND FL T�RRAC PLANK I J 2x10 P.T. X , EL = 12'-5Y" ISSUED FOR COORDINATION 12/15/2023 I V) TRELLIS JOIST (D I i 3 O ®1 s" O.C. = s-4o I ISSUED FOR BUILDING PERMIT 01/10/2024 ISSUED FOR BID 02/07/2024 ' O o) ' Q r z X IN I ISSUED FOR BUILDING PERMIT 03 22/2024 27 - - ---- - - -� - - ---- - - - - - - - I � - - - - - - - - - - X M.D. X - - - - - - 27 PARTIAL ELEVATOR BULKHEAD ROOF CIO N am X = I� - — 3 FRAMING PLAN (ELEVATOR C) SCALE: 1/8" = 1'-0" Z X N (O 0) N W16x31 W18x40 W16x31 4„ � I U' W14x22 CANT. 9 � _ I M.D. ` o N + I rn F N IV Y 00 (n I cn (D r� I ' 00 �Q� `1 J.7 0 00 y 30 X - — - -- — - -- ----- - - - - o o LJ - - - - 30 W 14x22 o , N HSS 6x6xY4" STL. COL. m LU ¢_ _ _ X 31 1 PARTIAL SECOND FLOOR FRAMING PLAN �oA O i X � � 1 � � I S-102B SCALE: 1 8" = 1'-0" Z OFE�,�a�O�P NOTES: / WALL LEGEND I I _ _ _ _ _ -_ _ _ - _I 1. TOP OF STEEL ELEVATION SHALL BE 0'-10" BELOW TOP OF PLANK ELEVATION, UNLESS NOTED THUS [ ] iv - - - - - - - -- - M N ® I I I N � » � » MASONRY WALL BELOW `. N o 2. AT TERRACE, TOP OF STEEL ELEVATION SHALL BE +11 -10 FROM 0 -0 , UNLESS NOTED THUS [...]. ----- , `�0 3. "BF" INDICATES HSS6X6X5/s X BRACING. ------- Status. 1 B.F. N 4. TOP OF HOIST BEAM ELEVATION = 13'-3Y4". HOIST BEAM LOAD RATING OF 7,500 LBS SHALL BE STAMPED ON BEAM. MASONRY WALL ABOVE � _ � W16x31 _ �I 1 W16x31 -_ I —_--—_ _ _ W16x31 _ _ _ - - - - - - - - 3L� 5. BALL WR SHAPED STEEL COLUMNS ON THIS FRAMING PLAN SHALL BE„W8x31 U.O.N. ISSUED FOR BUILDING PERMIT 34 -- - - - - - - --- -— - - W18x46 W1 x31 6. INDICATES REINFORCEMENT OF STEEL PENETRATIONS W/ Y2 x2Y2 STEEL PLATES. LENGTH OF STEEL PLATES MASONRY WALL (CONTINUOUS) T 2ND FL. CONCRETE PLANK c0 ri ht: © 2023 AVGA -N T/2ND FL. CO R1-fE PLANK 4 EL = 12 -8 TO BE 1'-2" LONGER THAN OPENING (7" OVERHANG ON EACH SIDE, SEE DETAIL 8 ON PAGE S-500). COLD-FORMED STEEL WALL BELOW py g N 6 EL = 12 -8 \ - i W12x16 W12x16 N BRICK SHELF/INTERIOR PLANK SHELF/BEAM j N THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTIIER DOCUMENTS 3 \ BEARING SHELF & DROPPED FDN. WALL PREPARED BY ANDREW�'.GIAMBERTONEANDASSOCIATES,ARCHITECTS,P.C. X J JILL. ! + V, B.P. , (AVGA)FORTHISPROJECT,ARE INSTRUDiENTS OF AVGA. THESE DOCUb1FNTS S-102LL- ARE SERVICES FOR THE USE SOLELY WITH RESPECT TO THIS PROJECT. UNLESS I W W ) Y Z I 3 I OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE I z 0- I tC) DOCUMENTS AND SHALL RETAIN ALL COWMONLAW,STATUTORY AND OTHER W g WI I I RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE ( J ) ( t� W OI I I R0NS TO THIS �JECf,OOR R THE CO iPIETIONRS, ON OTHER ROOF TH SJECTS O PROJECT FOR OTHERS. w N ? x - I HOIST BEAM, z G✓ w r i M o N M B. SEE NOTE 4 a .I h .;-. By: Cz,,, )bt T';-.r.f� Wits( I.X Xp Xo 1 X x W1�xa6 - - - - - - - - - t O � c� o 3 3 ' j � z o iv ( 2LJJ ( 0 WQ 6„ N ) - --- - - ---- N - title: 00 ' X z z _---�- — ----___� X 00 ' 4 ( v , I �, PARTIAL SECOND 'r' � 7 ' I I I III 8 MASONRY WALL FLOOR FRAMING PLAN _ _ Scale: As Noted Z - W16x31 - W16x31 ) W18x4o + ANGLE - ---_ 36 = N ) W 16x31 W 16x31 _ _ _ _ X- 1 o k iT/2ND FL. ROOF' DECK '�_ j `r s-40 j 'EL = 14'-1 1Y4" 2 � -400 raven: c.A.c. cO HSS 6x6,c�/s" STL. COL. W14x221 HSS 6x6x5/s" STL. COL. 21'2 j 2Y2 '-73 » 3'-10Y"1 '-0" 1 1 /4 1 0 I. s 1 IS - 102B 53/4» 12'-10Y2" 11'-33/s" 6'-73/4" 6'-3Y2» 11'-33/a» 4'-4�/s'' 10'-7Ys„ A @ o 0 0 0 o G H Q 12'-103/4" 22'-6Y4" 36'-11" 36'-11" 36'-11" 36'-11" 16'-11Y2" 6'-6Y2" 11'-113/4 C,1 1 7W8x18 (CANT.) TYP. 7 9 N S-400 - - 15 W10x15 Q W10x15 W10 - - - - i - - - -- Ld 1 I - x15 x x W12x53 7 - - -I - - - - - - 7 W14x22 j 11 S-401 S-401 I U _% 1 1 J Q 10" BLANK I „ 10 PLANK I ' II II I ' II l N -- II II 1 ; - I - - - - - - - - - - - -- I-1 - - - - - - 1 - - - - - - - - - -I - - - �� - - - - - I --z - - - - - - -�-fi- - - -�L il - � li - - - - - -z -- - - - - - - -fib - - - - - - - - _ - - - - - - - - 1 1 �I F z z zl _ zFT z W,2x 1 ANDREW V. - - - �I IL - - ! II N II IL_ L_ ___JI II N II IL_ __J - _ _ -I II �,, II I� _ _ � � _ _ J: II N I� - - -IL- - - !' II N� it LL—= ice - Ii 1I�I - - 1i _I inl- - - i - - II X II - - - - II II !I I ' ! �� N o - -, N �� - - 1 �� 1 - - 1 x I GIAMBERTONE �I it �IIN i I J I I . I -- wsxls - - - - - - - - - - rJ _ _ - _ _ _ - - _ _ - _ - _ _ _ _ _ & ASSOCIATES l� — -I - - - - - -�1- - - - 1- - � - - - - - - - JI �- - - - - - - - - �- - - - - -- - ---� � - - - - - - - -� �- - — J ; L_ -- - - - - - - � -- - , I -- - - �--- - - ---- - - --- W1 x19 W14x22 N 10 PLANK N N » N N N N N T/ROOF PLANK �_ * ARCHITECTS 12 X X X X X 0 00 10" PLANK 10" PLANK 10" PLANK 10" PLANK o EL = 23'-8Y4" ao to T/ROOF PLANK " EL - 23'-$Y4" — - - - - - - - - - — - - - - r --- - =  -_ _ _-_ - - --- � - - -- ------ __ - -- --- --_— - - - - - --- -- - - ------- -- - - - - - - - - - __ __= - - --__=—s �= — -- - - -- B.P. 62 Elm Street -_Z-- Il-I II I T - -- -- - -- - -- - - - F N .. 1 I, 1I II 1! it 1 II X �I l �' I. — L _ _ Huntington, NY 11743 15 `r - LL-1 �1 _ z ' - - - -_=11� - - - - z - - J_� - � - - z - - -_ -- - - - - 1I- - - - - ;� .-1 I rl, Telephone: 631.367.0050 �- o I I I _-� _-� III 1 L -I' 1 11 l 1 11 I I l I I 11 1 11 t l I Fax: 631.367.6636 z - - -1 { - - - - - - - -� - � I1 II 11 111 �I :- - - �I 1 - » - � - 5 — - _ - - - - J - - ---�1- - - - Ll I �- - - -� - - L7 Irt 11- - - - - - - - - - - - � - - 1 - - - - fit - rl- - 10 FLANK - - - B.P. ,� J GiambertoneArchitects.com 1 II II I . ! I � ri S-401 � it Ili Ii ( li � II � I 16 - - - X- - - - - ---- - - - - - - - - - 1 � - - - - - - - 1 - - - - - - - - -� - - - - - - I - - - - — - - N 11 10 PLANK � - - - - - - - - - -I + - - �I- � - - - 10" PLANK �- -I'+ 3 II II II L »= I w8x1F 6 z z z z zl l 1 B.P. 1 II v, v I p 10 F W 16x31 r� X ( I X X Xi 6 - CANT. 1 X I L co cD co co' I I � I I II � I �' � I i � r r W10x15 W10x15 W10x15 W Ox1 W1 x15 1 5 m W10x15 0 B.P. 1 1 1 • li � � `I I� 7 � � `l r -I i� � � `� � REILLY TARAI~IT[NC} � � I I cv I 'LL - LL-2 'Q') I IIII IIII IIII IIII L-- - - - -� - - __J ENGINEERING I - - - =- �I ! i ' IIII IIII IIII I W16x31 - - I 1000 Park Blvd, Suite 209 I 'II li' I III III 19 — - - - - - - - - 3 LI u - I_ I h' 1 I Massapequa Park, NY 11762 Phone: (631) 724-7888 8 — t Email: info@reillytarantino.com I, I 8 s-4ot I I � 16'-1 13/8" 18'-5Y2" � s-aot - - - - - - - " » EDGE OF ROOF BELOW I � NIATCHLINE B project: I I I I ' The Enclaves 56655 Route 25 Southold, New York 1 PARTIAL ROOF FRAMING PLAN S-103 SCALE: 1/8" = 1'-0" Z WALL LEGEND NOTES: _ job number: 1. TOP OF STEEL ELEVATION SHALL BE 0'-10" BELOW TOP OF PLANK ELEVATION, UNLESS NOTED THUS [...]. 2. " / / " INDICATES 10" HOLLOWCORE PLANK + 2" TOPPING SLAB. PLANK SECTION ASSUMED TO BE OLDCASTLE ELEMATIC _ MASONRY WALL BELOW PLANK E10, DESIGNATION 20_10710T. SEE TABLE ON S-500 FOR LOADING CONDITIONS AND TYPICAL DETAILS. i - i MASONRY WALL ABOVE 16-003 3. COORDINATION LOCATION OF PENETRATIONS AND ROOF ACCESS WITH ARCHITECTURAL AND MEP DRAWINGS L_--_—__—J 4. to to INDICATES 10" CMU BEARING WALL. REINFORCE WALL W/ #5 @ 32" O.C. VERT. PROVIDE LADDER-TYPE HORIZONTAL MASONRY WALL (CONTINUOUS) REINF. ® EVERY OTHER COURSE. date: 5. "0" INDICATES 10" CMU NON-LOAD BEARING WALL. REINFORCE W/ #5 ® 48" O.C. PROVIDE LADDER-TYPE HORIZONTAL COLD-FORMED STEEL WALL BELOW REINF. ® EVERY OTHER COURSE. ISSUED FOR BUILDING PERMIT 10/12/2023 6. ALL W-SHAPED STEEL COLUMNS ON THIS FRAMING PLAN SHALL BE W8x31 U.O.N. BRICK SHELF/INTERIOR PLANK SHELF/BEAM ISSUED FOR PRICING 11/10/2023 7. SEE S-300 FOR BUILDING SECTIONS. BEARING SHELF & DROPPED FDN. WALL 8. SEE S-400 FOR TYPICAL PRECAST BEAM DETAILS. ISSUED FOR COORDINATION 12/15/2023 9. SEE S-500 FOR TYPICAL STEEL DETAILS. 10. SEE S-600 FOR TYPICAL MASONRY DETAILS. ISSUED FOR BUILDING PERMIT 01/10/2024 ISSUED FOR BID 02/07/2024 ISSUED FOR BUILDING PERMIT 03/22/2024 OF E J. q �0 0 N _ _� �O � 77g C� status: ISSUED FOR BUILDING PERMIT copyright: © 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAt�iBERTONE AND ASSOCIATES,ARCHITECTS,P.0 (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL CObLNiONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Piotte,. iC'e cc '.r;, ix ;',2i :-�:ii Rr coot.'h' u Fdc: title: PARTIAL ROOF FRAMING PLAN scale: As Noted drawn: C.A.C. F @ I _ O 3Y2» I O 71, 16'-1 1Y2" 6'-6Y2" 11 -11/4" 18'-117/8" 18'-67/" 5'-0" 25'-2" 1, 23'-67/s 17 -7Y4 to � 0 15 -9Y8 I 17 -7Y4 /38 3'-5%2'-11 1Y8 OI I � 9 : r S-400 - - - - -- - � � - - Z - d W14x22 = M00 , j x C0' 10 PLANK _ I Nrt — — �— — ---- — — — - — — - - � - - - — — — — — — — — - - — — — — - - �X ---- - - - - - -- - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 11 d ! N' KI W120 - - i - - - - - - - --- - ---1tI - - - - - - - - ------ - - -- - - - ---------- - ---- - - -- -- - -- - - -------- - - ---------- - - ----- - -------- - - ------- - -- --- - ----- - - ---- - " 9 ANDREW V. W12x19 0 W12x19 IHI/s ] T/ROOF DECK GIAMBERTONE 3: N � O ^ _ W12x11 EL 27'-27/" W808 NN 27 -1' N � W1 0F PLANK 4 22 W12 9 W14x 126 ASSOCIATES T R0 u W12x19 HI N W14x22 c, 27 / N EL 23,- N - - -- - - - - - - W14x43 LO j �� I 1 1 * ARCHITECTS o T/ROOF PLANK 6„ j 3 9 -9 - - - - 22 » J x - 13 = '� � � 10 PLANK B.P. I� L� 104 -I �- -- - - '-- - - ---- - - - - ---- - - - - � - - - - - - - - - � - - - - - - -� - - - - - - - - - � - - rt - EL 23 -8Y4 N t B.P �I VIP. - S '1 W16x31 In � I 10" PLANK �'' - - - - - - - - - - - - - - - - - - - - ---- - - - - - --- - - 62ElmStreet ! I B.P B.P. [23'-4Y4„] B.P. I Q 1 L O Q N I Huntington, NY 11743 14 Telephone: 631.367.0050 p HOIST BE I B.P. I W16x31 T= -- I 2 5 r� �rXll II B.P. II , [23'-07%"] _ ! Fax: 631.367.6636 SEE NOTE #6w0-- - -I - - - -I� » ! 10 PLANK �� Nam' 00I I I 10 ]PLANK M MTL'. TRUSSES ® � � o GiambertoneArchitects.com II I— `n I -0 O.C. I I III I� I d crCiN � � t-- — — t — — —II? -- — — — -- — — is — — — - — — — — — ------ — — -- — — —' -- — —I -- — I— — — — — — — , n , " , » ! I `(C'� - 3 4 16 17 -71'4 22 -8 17 -7Y4 O O B.P. : N s-t s-4o =IL _ _ — �J 3 II - - — — - - - — — — — — — — — — I I I „ I � W8x18 �` � , I I W14x22 — — — „ 6 - - — 7 I _ - W12x16 CANT. s - 23 0/8 ~I L [ ] O O Q o 110" PLANK ! s 4o I I U' 11LO o' ' i� 6>, W16x31 i I - - - I, - - - - -1 - r --- - - 5 -- - - - - - - - 1'� CANT. 7co L - -- -- -I W16x5O \ it j o � s-4o r I [231-4Y4"] W10x15 � 18 1 1 I I I 8„ i co �j I s-40 ' N N If o TR SS MANU ACTURER TONG —- W x REILLY_«TARANTINO I _ N �t ENGINEERING- ' `� I x I COORDINATE GEOMETRY WITH N N , MTC. TRUSSES ® I I - W16x31_i N o (Ni� ARCH DRAWINGS - - - - !X I -° ° � " I 1000 Park Blvd, Suite 209 L —! i I !� I Massapequa Park NY 11762 I I I I `�; I �, � � I W12x16 I W14x22 Phone: (631) 724-7888 -- - - - - - - - - - - - - - 20 PREFABRICATED METAL PREFABRICATED METAL [23>-07/8'] [23'-07/8"] W1206I CANT. TRUSSES 22 -0 O.C. TRUSSES @ 2 -0 O.C. Email: info@reillytarantlno.com I I COLD-FORMED STEEL EDGE OF ROOF BELOW I ! DORMER ABOVE (BY 0--HERS)! , s aoo I II „ „ I MATCHLINE B : ro'ect: ; p l 0I r i f MTL. TRUSSES © N r� I I I {2 -0 O.C. �I I r\ n � � l�" 4 J 0 II ;I I The Enclaves I' �I W12x26, ! I W12x26� ! -I �'_ - - � - - - -- - _ - - I- - - - - - - - - - 21 I - - EL DECK � EL = SEE DECK� IT/ROOF _ 56655 Route 25 � � rn EL = SEE ARCH DWGS 5-40 O - - - - - - - — �- - 15 P 15 -- _ ARCH Dwcs - - Southold New York I I i j I ! 1.5B, 20 GA, - - - ---- - - - 1 =_ - - -- - -- - --- - - --- - - METAL DECK, TYP. j O number: III - - - - -- - -- -- --- - ----- ---- , I 16-003 EDGE OF ROOF BELOW PREFABRICATED METAL PREFABRICATED METAL - - 00 0D / TRUSSES @ 2 -0 O.C. TRUSSES ® 2 -0 O.C. 16 - /ROOF -DECK- - - 16 date: EL = SEE - - - - --- - - - - - - - - - - - J - - _ ARCH DWGS - � - - - - 25 4 � ISSUED FOR BUILDING PERMIT 10/12/2023 25 j ISSUED FOR PRICING 11 10 2023 OM N ISSUED FOR COORDINATION 12/15/2023 ISSUED FOR BUILDING PERMIT 01/10/2024 N N ISSUED FOR BID 02/07/2024 ISSUED FOR BUILDING PERMIT 03/22/2024 �J-11 - ----- - - - - - � - - - - - - - - - - - - - - - - - - - 27 PARTIAL ELEVATOR BULKHEAD ROOF o I HIGH ROOF FRAMING PLAN 3 FRAMING PLAN (ELEVATORS A,B & D) SCALE: 1/8" = 1'-0" Z S-103B SCALE: 1/8" I ' I 1-4 N I =� rn OF N I "00'00 AT P�� N� J.r I�0 o m w - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - - ZN PARTIAL ROOF FRAMING PLAN I O S-103B SCALE: 1 8 = 1 -0 Z FES5�10 =� / WALL LEGEND ?� NOTES: 1. TOP OF STEEL ELEVATION SHALL BE 0'-10" BELOW TOP OF PLANK ELEVATION, UNLESS NOTED THUS [...]. iv ! N �> MASONRY WALL BELOW 2. �� INDICATES 10 HOLLOWCORE PLANK + 2 TOPPING SLAB. PLANK SECTION ASSUMED TO BE OLDCASTLE ELEMATIC C__—__� PLANK E10, DESIGNATION 20_10710T. SEE TABLE ON S-500 FOR LOADING CONDITIONS AND TYPICAL DETAILS. --------, Status: ,� i -------� MASONRY WALL ABOVE W14x22 W14x22 W14x22 W14x22 ____B•F__ N 3. COORDINATION LOCATION OF PENETRATIONS AND ROOF ACCESS WITH ARCHITECTURAL AND MEP DRAWINGS 34 — - - ---_ - - - - - 3LL� 4. "®" INDICATES 10" CMU BEARING WALL. REINFORCE WALL W/ #5 @ 32" O.C. VERT. PROVIDE LADDER-TYPE HORIZONTAL MASONRY WALL (CONTINUOUS) ISSUED FOR BUILDING PERMIT ]� ! W14x22 REINF. © EVERY OTHER COURSE. - 5. "O" INDICATES 10" CMU NON-LOAD BEARING WALL. REINFORCE W/ #5 ® 48" O.C. PROVIDE LADDER-TYPE HORIZONTAL COLD-FORMED STEEL WALL BELOW copyright: © 2023 AVGA REINF. ® EVERY OTHER COURSE. " 6. TOP OF HOIST BEAM ELEVATION = 26'-3Y2". HOIST BEAM LOAD RATING OF 7,500 LBS SHALL BE STAMPED ON BEAM. BRICK SHELF/INTERIOR PLANK SHELF/BEAM THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS L- - cD 0 7. ALL W-SHAPED STEEL COLUMNS ON THIS FRAMING PLAN SHALL BE W8x31 U.O.N. BEARING SHELF & DROPPED FDN. WALL PREPARED BY ANDREN�'NCCLAMBERTONE AND.AssoCIATEs,ARCHITECTS,P.C. p (AVGA)FOR TIIIS PROJECT,ARE INSTRUMENTS OF AVGA, THESE DOCUMENTS N T/ROOF PLANK N i 8. SEE S-3OO FOR BUILDING SECTIONS. ARE SERVICES FORT HE USE SOLELY WITH RESPECTTO THIS PROJECT.UNLESS 7 » I 9. ROOF DECK CONSTRUCTION © SOUTH EAST STAIR SHALL BE 1.56, 20 GAGE ROOF METAL DECK. OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE to I EL = 21 -1 1/8 ! (' 3 U-) DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER ! 10. SEE S-400 FOR TYPICAL PRECAST BEAM DETAILS. RESERVED RIGHTS THAT THESE DOMIENTS SILALL NOT 9E USED BY THE 11. SEE S-500 FOR TYPICAL STEEL DETAILS. OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS r- — PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Y II J 12. SEE S-600 FOR TYPICAL MASONRY DETAILS. g -- - o I I x if �I x 00 title: !00 L J PARTIAL ROOF l it I FRAMING PLAN I w W14x22 , scale. 36 - - - - - - - - --- - - - - 36 _ W14x22 W14x22 W18x60 =� As Noted ~ �_ I EDGE OF ROOF, TYP. 1) j -400 raven: C.A.C. �•'- EDGE OF ROOF BELOW 1'-73/4" 1'-0" 3'-10Ys„ 1'-0" 5Y4" 12'-10Y2„ 11'-33/s" 6'-7Y4" 6'-3Y2„ 11'-33/8„ 4'-47/8" 10'-7Y8„ S - 103B I i H I I1 C� 1 M 0 � U 36 END HOOK (SEE TABLE #3 ON COLD—FORMED STEEL STUD PARAPET FO-700 FOR INFORMTATION) I I I GROUT VOIDS SOLID (3000 PSI MIN) 0 P T ROOF WELD PLATE BY PLANK EL = SEE ARCH. DWGS. — — — a — MANUFACTURER. W16 STL. BM., SEE I 1 — PLAN FOR SIZE RAILING BY OTHERS, I 1 10" CONC. PLANK, SEE SPLICE LENGTH (SEE SEE ARCH DWGS I i PLAN FOR MORE TABLES ON FO-700) INFORMATION L6x6x3/" GALV. ANGLE CONT. ANDREW V. s (CONT.) 8" MASONRY WALL, I I ATTACH TO EA. STUD W/ (3) SEE PLAN FOR SIZE I i Q AND REINF. Y4" THREADED ROD GIAMBERTONE 1 COLD—FORMED STEEL 2—#4 CONT. DOWEL TO MATCH I STUD, DESIGNED BY I I ! & ASSOCIATES SIZE & SPACING OF OTHERS I GROUT VOIDS SOLID CMU WALL REINF. (3000 PSI MIN) MTL. TRUSS @ 2'-0" �> O.C. (BY OTHERS) 10 TOPPING PLANK + 2 I I I '�Xii 'I ARCHITECTS TOPPING SLAB, SEE I I — I HSS x3Y2 x5/s C0NT. ® �' PLAN FOR MORE I SPLICE LENGTH (SEE COLD—FORMED STEEL —I C_ 1 39 INFORMATION I I TABLES ON FO-700) STUD PARAPET i T/ 2ND FLOOR I ' � � L I I I I ROOF OUTLINE 62 Elm Street EL. = SEE ARCH. DWGS. I I I ; I 1 STUD "PARAPET GROUT VOIDS SOLID T STL. Huntington, NY 11743 (3000 PSI MIN) g" CONC. ROOF PLANK, I I I I STUCCO CLADDING, EL = 23'-0% I I 1Y2" DEEP, 20 — -- SEE PLAN FOR MORE I I I SEE ARCH DWGS FOR COLD—FORMED STEEL ----_., I I I GAGE METAL END HOOK (SEE TABLE #3 ON INFORMATION I I I i I =_ 1 INFORMATION Telephone: 631.367.0050 STUD, DESIGNED BY I I i I I DECK. FO-700 FOR INFORMTATION)OTH I 1 1 I I 1 CFS TRACK Fax: 631.367.6636 I I I SCREWED INTO T/ 2ND FL. TERRACE i I i _ ___ ( W14 STL. BM., SEE I I i2iii, METAL DECK PLAN FOR S ZESEE EL = SEE ARCH. DWGS. ---- ---- ( -- r-------- ---- ' PLAN FOR SIZE 4" CONC. SLAB OVER rk T/ STEEL I _ GiambertoneArchitects.com _ _ WELD PLATE BY PLANK _�__ ____ ___ METAL DECK, SEE PLANEL. = 15 —2 I I MANUFACTURER (TYP.) T/ STEEL _ _ ___ _ - _ FOR REINF SIZE I I COLD—FORMED STEEL 8 MASONRY WALL, EL = 12 —O�i�" D.�. W18 STL. BM. SEE SEE PLAN FOR SIZE - I STUD, DESIGNED BY PLAN FOR SIZE W14 STL. BM. SEE AND REINF. T/ STEEL I OTHERS PLAN FOR SIZE EL. — 11'-9Y" — — — — — — — — — W16 STL. BM., SEE L6x4x5/6 (LLH) PLAN FOR SIZE STL. ANGLE - - - - - - - - - - - SPLICE LENGTH (SEE WELD PLATE BY PLANK _ JL • TABLES ON FO-700) MANUFACTURER. it I I--1 i � I J 1 Y4 DOWEL TO MATCH SIZE & SPACING OF W16 STL. BM., SEE CMU WALL REINF. I`�—FDN. WALL, SEE PLAN PLAN FOR SIZE FOR SIZE & REINF. REILLY+TARANTINO 3 SECTION AT OVERHANG 4 SECTION AT METAL TRUSS - 1 SECTION AT FRONT ENTRY s-400 SCALE: 3/4" = 1'-0" s-400 SCALE: 1" = 1'-0" ENGINEERINGs-400 SCALE: 1" = 1'-0" 2 SECTION AT STAIR WALL 1000 Park Blvd, Suite 209 S-400 SCALE: -Y4" = 1'-0" Massapequa Park, NY 11762 Phone: (631) 724-7888 Email: info@reillytarantino.com 14 1)/2" DEEP, 20 14 1)/2" DEEP, 20 GAGE METAL DECK _ _ — _ GAGE METAL DECK -- F- - - project: MTL. TRUSS © 2'-0" T STL. O.C. (BY OTHERS) EL = 15'-9%" I EL STL.15'-93/g" ; I C12 RIM BEAM, SEE C12 RIM BEAM, SEE ID C12 MAX. OVERHANG C12 RIM BEAM, SEE The Enclaves C12 RIM BEAM, SEE PLAN FOR SIZE PLAN FDR SIZE I PLAN FOR SIZE W12 CANT. BM., SEE PLAN FOR SIZE ° PLAN FOR SIZE W8 STL. COL. BEYOND STUCCO CLADDING HSS6X6X5/s" POST I I STUCCO CLADDING BY OTHERS, SEE TO BEAR ON W16. BY OTHERS, SEE 6" COLD FORMED FOR C12 SUPPORT, — ARCH DWGS FOR I ARCH DWGS FOR STEEL STUD KNEE WALL SEE PLAN FOR SIZE, SEE NOTE #1 • • • • SEE NOTE #1 INFORMATION I INFORMATION T/ STL. a a • • • • 56655 Route 25 W12 STL. BM., SEEIt i EL = 27 —45/s — — _ T STL. - -- --- - - L _ _ T STL. �� �� PLAN FOR SIZE ° ° rr EL = 13 —8 EL = 13'-8" Southold, New York C12 STL. BM., SEE 2 —1Y2 BOLTED MOMENT ° PLAN FOR SIZE CONNECTION TO BE ° 12" DEEP CONC. " 2'-1Y2" PLANK, SEE PLAN FOR 12 DEEP CONC. -­1WELD PLATE BY PLANK i CONC. PLANK, SEE job number: DESIGNED BY STEEL MORE INFORMATION 2—#4 CONT. PLANK, SEE PLAN FOR MANUFACTURER TYP.) i PLAN FOR FABRICATOR SHEAR CONNECTION MORE INFORMATION INFORMATION 16-003 (M = XX KIPS, ASD) TO BE DESIGNED BY WELD PLATE BY PLANK i BUILDING LINE STEEL FABRICATOR MANUFACTURER. GROUT VOIDS SOLID L3X3X5/s" FOR STL. BM., SEE D W8 STL. COL. BEYOND, ( 2' (3000 PSI MIN) PLANK SUPPORT. PLAN FOR SIZE SEE PLAN FOR SIZE Y4 Y4 date. ISSUED FOR BUILDING PERMIT 10/12/2023 BUILDING LINE W16 STL. BEAM, SEE ISSUED FOR PRICING 11/10/2023 PLAN FDR SIZE W21 STL. BEAM, SEEi"' I TYPICAL MAX. PLANK OVERHANG ISSUED FOR COORDINATION 12/15/2023ISSUED FOR BUILDING PERMIT 01 10 2024 PLAN FOR SIZE / / I 7 SECTION 2 AT CANOPY $ DETAIL (PARALLEL TO BEAM) ! S-400 SCALE: 1" = 1'—O" SCALE: 1-1/2 1'-0" S-400ISSUED FOR BID 02 07 2024 NOTES: ISSUED FOR BUILDING PERMIT 03/22/2024 SECTION AT CATHEDRAL CEILING SECTION 1 AT CANOPY 1. CUT BACK PLANK AT HSS6 COL. TO ALLOW POST 5 6 INSTALLATION. PROVIDE L3X3X5/16" ANGLE BOLTED S-400 SCALE: 1" = 1'-0" S-400 SCALE: 1" = 1'-0" INTO ADJACENT PLANKS FOR PLANK SUPPORT. NOTES: 1. CUT BACK PLANK AT W8 STL. COL. TO ALLOW COLUMN TO EXTEND TO C12 BM. PROVIDE L3X3X5/16" ANGLE BOLTED INTO ADJACENT PLANKS FOR PLANK SUPPORT. &W COPING, SEE ARCH DWGS FOR MORE INFORMATION �OF E� SEE BOND BEAM DETAIL �P��oNv FOR SIZE & REINF. • 0 Ell LU REINFORCEMENT DOWEL TO MATCH CMU DOWEL TO MATCH CMU z REINFORCEMENT7.N ,r I i FESO 10 MASONRY WALL, a W/ #5@32" O.C. - ---- --�r l status: 'a ! STONE FACADE, SEE ARCH FOR ISSUED FOR BUILDING PERMIT INFORMATION — —� — I copyright:ght: 0 2023 AVGA ° >< I DOWEL TO MATCH SIZE & T THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS J SPACING OF MASONRY REINF. CMU WALL', j 10" DEEP CONC. FILL VOID SOLID & FLUSH PREPARED BY ANDRET V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. PLANK, SEE PLAN FOR W TOP OF PLANK W 2500 nxESEIF�cESIFoxTIJLEvs oIAIi �TtSPECTTO THIS PRO THESE JECT. ALTERNATE REBAR (SEE NOTE #2) I / / TRUIIENTS OF I , — _____ ___-_— MORE INFORMATION PSI NON—SHRINK GROUT OTHERWISE PROVIDED, AVGA SHALL.BE DEEMED THE AUTHOR OF THESE 1 6 O.C. DOCUMENTS AND SHAI L RETAIN AI L CO\IrLONLA\F,STATUTORY AND oTILER tl 7 I RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE 2—#4 = ; �', I T/ ROOF PLANK OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS " PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. EL 23 —$1'4 • . GROUT VOIDS SOLID o ' _ • • • • I ,,: — — (3000 PSI MIN) Y I — — - --- Z f I.1'1 i k� � � � I T STL. tk F1i`ttcd'. ( I1 I EL = 23'-4Y4" • ' ' ' T/ STEEL + L' f i • • • • _ 3" INTO PAGE EL 22 10Y4 �I title: j W12 STL. BM. SEE iv �J PLAN FOR SIZE • • • • • • PLANK AND STEEL GROUT VOIDS SOLID GROUT VOIDS SOLID W16 STL. BEAM, DETAILS 1 10" CONC. ROOF I (300oPSI MIN.) (3000PS1 MIN.) SEE PLAN FOR SIZE PLANK, SEE PLAN FOR L4x4x5/16 CONT. #5 CONTINUOUS 5 CONTINUOUS MORE INFORMATION (GALV) STL. ANGLE # scale: As Noted CMU REINFORCEMENT PRECAST PLANK (SEE WELD PLATE BY PLANK 1"x4rr X8 STL. PLATE (SEE NOTE #2) NOTE #1) drawn: C.A.C. MANUFACTURER. SHOP WELD (GALV.) @ 4 -0 O.C. MASONRY WALL TO PLANK DOWEL CONNECTION UPSET STEEL BEAM DETAIL 10 1 1 y4 COORDINATE THICKNESS S-400 SCALE: 1" = 1'-0" S-400 SCALE: 1-1/2" = 1'-0" OF STL. PLATE WITH TYP SECTION AT PARAPET KICKER WINDOW MANUFACTURER 1.NOTES:FOR PLANK SIZE, ELEVATION, AND DIRECTION SEE FLOOR PLAN. 9 SCALE: 1 1'-0" CLEARANCES. 2. FOR CMU BLOCK SIZE, STRENGTH, REINFORCEMENT, ETC. SEE PLAN. S-400 " = NOTES: S - 400 1. STEEL_ ANGLES FOR STONE FACADE SUPPORT ARE REQUIRED @ (L' LINE 3 ONLY (NOT REQUIRED @ CE W). o COPING, SEE ARCH DWGS FOR MORE INFORMATION SEE BOND BEAM DETAIL FOR SIZE & REINF. . i • Imo--� la a 1 , 10" MASONRY WALL, W/ #5@32" O.C. STONE FACADE, —1 SEE ARCH FOR ANDREWINFORMATION V. _JN Y 6 LONG GIAMBERTONE 1 DOWEL TO MATCH SIZE & 1 SPACING OF MASONRY REINF. ,I i I j ALTERNATE REBAR �` STONE FACADE, ® 16" O.C. Y — SEE ARCH DWGS. & ASSO CI TES -1- 2- 4 6 LONG y # FOR INFORMATION • L6x4x5/s" CONT. * ARCHITECTS 2 WELD PLATE BY PLANK _ _- LLV (GALV.) STL. J ' _ i cs-401 MANUFACTURER. ANGLE G: 62 Elm Street L6"x3"x5/6" LLV (GALV.) STL. ANGLE @ 4'-0" O.C. MASONRY WALL (SEE PLAN Huntington NY 11743 Y4 (6" LONG) w o FOR SIZE & REINF.) 10" DEEP CONC. I X vo PLANK SEE PLAN FOR DOWEL TO MATCH SIZE AND MORE INFORMATION i 2-#4 CONT. Y2" WEB STIFFENER PLATE o SPACING OF MASONRY REINF. Telephone: 631.367.0050 LJ © ANGLE LOCATIONS c� � W12 STL BM. (SEE z Fax: 631.367.6636 GROUT VOIDS SOLID PLAN FOR SIZE) -1 0 10" CONCRETE PLANK (3000 PSI MIN) w w W/ 2" TOPPING SLAB -- -- 2-#4 :3 m GiambertoneArchitects.com V) SECTION AT PARAPET WITH FACADE SUPPORT 2 SECTION AT PARAPET WITH FACADE SUPPORT GROUT VOIDS SOLID . 1 • ® O S-401 SCALE: 1" = 1'-0" S-401 SCALE: 1-1/2" = 1'-0" 3000 PSI MIN. 0 )0000.t WELD PLATE BY PLANK MANUFACTURER. F j I Y4 N <TYP„ REILLY•TARANTINO 8„ I MT. TRUSS ® 2 -0 ENGINEERING ,'1f O.C. (BY OTHERS) i W18 STL. BM. SEE 2-#4 CONT. y PLAN FOR SIZE 1000 Park Blvd, Suite 209 GROUT VOIDS SOLID (3000 PSI MIN.) X " T Massapequa Park, NY 11762 10 CONC. PLANK + 2 T STL. i TOPPING SLAB, SEE PLAN y EL = 24'-2" i Phone: (631) 724-7888 FOR MORE INFORMATION 3 a 2,�_ L4x4AY" ANGLE METAL DECK, SEE T ROOF PLANK ail: info@reillytarantino.com m - -. PLAN FOR SIZE � ° � --- ---- --- , � - - , ._ti - a -- ----° r-- ° --- --------- ------- - ---- --- EL 23 4 i i x1'»-� HSS 3x3 4 (HUNG TUBE) • - - - - - - - V' -- i 5'-0" O.C. SEE PLAN FOR INFO. LIMESTONE CLADDING, ° ° - ° - � � i 0 SEE ARCH DWGS FORT STL0-"�11 ` INFORMATION ° - - -- EL = 22'-10Y4» project: • - - - - — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B DECK 10" DEEP CONC. I I ! INTERMEDIATE CONCRETE - - - - - - - - - - - - - - - - - - - - - - - - - - - -�--� ,.; EL. = 11'-8Y" PLANK, SEE PLAN FOR I I LANDING BY OTHERS I The Enclaves WELD PLATE BY r� �� r� °� 1 MORE INFORMATION W16 STL. BM., SEE ( ) i PLANK MANUFACTURER 1 ° ' ° 1 1 ° 01 1 \ I I PLAN FOR SIZE Lo I a o 0 J 1 , ; WELD PLATE BY PLANK MANUFACTURER. COLD-FORMED STEEL -------------------------zj i-- I 4 I ! I STUD, DESIGNED BY W805 BEAM, SUPPORTED OTHERS BY HUNG TUBE. SEE PLAN ' CANT. W10 STL. BM. 10" HSS BM., SEE II II 10" C-CHANNEL, I I FOR INFO. 56655 Route 25 14" HSS BM., SEE I BEYOND, SEE PLAN PLAN FOR SIZE �I II SEE PLAN FOR SIZE I PLAN FOR SIZE FOR SIZE 4" HSS POST BEYOND, SEE PLAN FOR SIZE II I i Southold, New York II y 11 3 SECTION AT BALCONY FRAMING I I S-401 SCALE: 1" = 1'-0" STAIR HANGER CONNECTION job number: 4 SECTION AT METAL TRUSS 5 DETAIL (IN PROGRESS) 16-003 S-401 SCALE: 1" = 1'-0" S-401 SCALE: 1" = 1'-0" date: ISSUED FOR BUILDING PERMIT 10/12/2023 ISSUED FOR PRICING 11/10/2023 ISSUED FOR COORDINATION 12/15/2023 CONT. 10x10xY2" ISSUED FOR BUILDING PERMIT 01/10/2024 BENT PLATE 10" CONC. PLANK + 2" 1 ISSUED FOR BID 02/07/2024 TOPPING SLAB, SEE PLAN 1 O ISSUED FOR BUILDING PERMIT 03/22/2024 FOR MORE INFORMATION BUILDING OUTLINE, SEE 60OT200-33 ©24" 3/4' ANCHOR BOLTS @48" I ARCH DWGS FOR MORE O.C. (33 KSI) �19 HANDRAIL, SEE ARCH O.C. BEYOND (TYP.) I INFORMATION 60OS200-33 ®24" 60OT200-33 ©24" DWGS FOR INFO. O.C. (33 KSI) O.C. 33 KSI FILL LAST VOID I ( ) SOLID WITH GROUT 3 „ 40OS200-33 @24" 60OS200-33 ©24" UA 113-14 C�?24 O.C. /4 ANCHOR BOLTS / O.C. (33 KSI) ®48 O.C. (TYP.) O.C. (33 KSI) FILL SOLID W/ 3000 PSI MIN. ! ° ° ° ! CONT. 1Ox6xY2" I NON-SHRINK GROUT. ; ° 40OS200-54 ©24" O.C. 33 KSI FILL LAST VOID BENT PLATE (LLV) _ 400S200-33 ®24 ( ) 1' ( ) ° i ! I O.C. (33 KSI) FORMWORK BY GC i DEFLEX 3T1000-54 @24" O.C. (54 KSI) SOLID WITH GROUT 1 ° ° ° / 3/4" ANCHOR BOLTS ! ° ° ; --_ / UA 113-16 @24 #5 ® 16 O.C. ° . 400S200-33 C�24 ®48 O.C. (TYP.) O.C. (TYP. 6 EMBEDMENT) �_- COLD FORMED STEEL STUD u O.C. (33 KSI) ! ) ( » 600S200-33 C�?24 O.C. / FILL LAST VOID 1-#5 CONT. (33 KSI) ° ,''i /i ° ' I— I F i SOLID WITH GROUT I O E � WOODEN TILES, SEE ARCH �P N� 1 O �� � � �- " DWGS FOR INFO. UA 113-16 ®24 ;- � UA 113-16 �24 L_.' O.C. (TYP.) • • • O.C. (TYP.) * �� E' LIMESTONE CLADDING, ° CONT. 10x6xY2" ROOF INSULATION, SEE rr'; \ SEE ARCH DWGS FOR ° ° LIMESTONE CLADDING, BENT PLATE (LLV) I ARCH DWGS FOR INFO. m w - - , INFORMATION - --- --J. SEE ARCH DWGS FOR I �'/ LIMESTONE CLADDING, Z0 INFORMATION SEE ARCH DWGS FOR 8" DEEP CONC. PLANK, SEE �p O Z g `� I I PLAN FOR MORE INFORMATION A 60OS200-33 @24" _ _ INFORMATION PLAN FOR SIZE I 1 i I W16 STL. BM., SEE I W14 STL. BIVI., SEE O.C. (33 KSI) TRELLIS JOISTS, SEE PLAN FOR SIZE PLAN FOR SIZE -- SECTION AT BUILDING WALL SIMPSON FACE HANGER status: 6 SECTION AT BUILDING WALL 7 SECTION AT BUILDING WALL s 801 STONE FACADE, SEE �--' - " = 1'-0" S-401 SCALE: 1" = 1'-0" SCALE: 1 = 1'-0" ARCH DWGS FOR INFO. • • ~ ISSUED FOR BUILDING PERMIT S-401 SCALE: 11 00*00 2-#4 CONT. I I copyright: 0 2023 AVGA GROUT VOIDS SOLID (3000 PSI MIN.) THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GLAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. WELD PLATE BY (AVGA)FOR THIS PROJECT,ARE INSTRUAIENTS OF AVGA. THESE DOCUMENTS Y -- PLANK MANUFACTURER ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS 6 LONG I OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COABIONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE Y OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS Y PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. 6 LONG -- HSS16 TUBE BM., I SEE PLAN FOR SIZE Fdc: L5x3Y2x5/s" LLV (GALV.) I CONT. STL. ANGLE 1 Y Y4 N L6x4x5/s" LLV (GALV.) STL. ANGLE title: 6 LONG ® 4'-0" O.C. (6" LONG) PLANK AND STEEL DETAILS 2 9 STONE SHELF @ TRELLIS DETAIL S-401 SCALE: 1" = 1'-0" scale: As Noted drawn: C.A.C. ANGLE (SEE NOTES #1 AND #2) FLOOR FRAMING (SEDEPTH E CHART) O EDGE DISTANCE SHEAR CONNECTION TABLE W-SHAPE O CROP BEAM IF (SEE NOTE #2) BOLTS (SEE NOTE 1) SEE PLAN FOR SIZE & LOC. REQUIRED 3" O.C. (TYP.) DOUBLE STL. COLUMN TO BEAM SIZE ANGLE # OF A325N BE SUPPORTED EDGE DISTANCE (SEE NOTE #2) ;may THICKNESS x �4»� BOLTS ' Do! � 0 3" O.C. (TYP.) -1 W8 Y4" x 6" 3 _00 0 0 o W 10 Y2" x 6" 3 o W12 Y2" x 9" 4 BOLTS CAN BE _- - -- - - -- ------_- 3/4" 0 TOP AND o BOLTS W14 Y2" x 9" 4 BOTTOM PLATES o REPLACED WITH AN (SEE NOTE #1) EQUIVALENT WELD TO THE BEAM WEB W16 Y2" x 12" 5 (4) %" 0 A-490 ANGLE (SEE NOTES W18 Y" x 12" 5 BOLTS T&B STEEL BEAM v BOLTS CAN BE REPLACED WITH SEE PLAN AN WELD TO THE #1 AND #2) W21 Y2" x 15" 6 BEAMQ WEB/ECOLUMN FLANGE N 1 TYPICAL SHEAR CONNECTION DETAIL ° BEAM (2) 3/4" J-BOLTS - --- --- -- - -- --- -- 3" (MIN.) S-500 SCALE: N.T.S. STL. BEAM TO SUPPORT ° COLUMN CONC. FND. WALL(SEE PLAN) �a NOTES: COLUMN. _ ° ANDREW V. 1. SEE THE SHEAR CONNECTION TABLE FOR THE ANGLE SIZE, BOLT TYPE, BOLT SIZE, ETC. NUMBER OF BOLTS IS SHOWN FOR EACH MEMBER. n -� 2. THE EDGE DISTANCE SHALL B 1.75x BOLT N, 1Y2" MINIMUM. OF WEB (TYP.) )EACH SIDE TYPICAL STEEL BEAM CONCRETE POCKET DETAIL GIAMBERTONE 3. SHEAR CONNECTIONS ARE SUBJECT TO CHANGE DURING SHOP DRAWING 5 REVIEW. TYPICAL BEAM TO COLUMN CONNECTION s-5oo SCALE: N.T.S. 2 COLUMN SUPPORTED BY BEAM DETAIL 3 TYPICAL MOMENT CONNECTION DETAILS 4 DETAIL BEAM POCKET SCHEDULE & ASSOCIATES S-500 SCALE: N.T.S. S-500 SCALE: N.T.S. S-500 SCALE: N.T.S. NOTES: BEAM SIZE HEIGHT WIDTH DEPTH BEARING R ANCHOR RODS NOTES ® AR I 1. SEE THE SHEAR CONNECTION TABLE FOR THE ANGLE W12 14" 10" 6" 8"x6"x3/4" 2 CH TECTS SIZE, BOLT TYPE, ETC. 2. THE EDGE DISTANCE SHALL BE 1.75 x BOLT 0, 1Y" W16 18" 12" 10" 10"x8"x3/4" 2 ANCHORS RODS SHALL MINIMUM. BE 4" FROM EDGE W18 20" 12" 10" 10"x8"A/4" 2 ANCHORS RODS SHALL 62 Elm Street BE 4 FROM EDGE NOTES: Huntington, NY 11743 1. POCKET HEIGHT ALLOWS FOR 1" MAX. GROUT BELOW BEARING PLATE. 2. ANCHOR RODS SHALL BE -Y4" 0. 3. GROUT POCKET SOLID W/ NON-SHRINK GROUT AFTER BEAM INSTALLATION. Telephone: 631.367.0050 BASE PLATE Fax: 631.367.6636 w (SEE TYP. BASE „ �01� 0 C) PLATE DETAIL) T/SLAB N 1'-2" 1 -2 1'12" 1'-2" _ -0 - - GiambertoneArchitects.com N N _ _ SEE PLAN EEL COLUSIZE N - - - -- - -- MN T/PIER - c� - I- - L - b - -6- - _ - o - - - _ 04 O - -N `� - N --- - - - - - - I - - -- - - -- -r - -- - --.. = - r rn - - O - -o - - -O- - LLJ Y4 c0 - I Y4 TYP. 4. 4-3/4"4 ANCHOR Y4 - -0 - -- - O - (TYP.) - - O - Y4 �Y4 (Ty n 'Hill' Y4 ( ) BOLTS (TYP.) Y4 (TYP.) - - - P.) TYP._� (TYP.) 2v - b -b-- - -- - ( ) _ - - 4rr 8r, 4„ 8,> 5" 5„ 4„ 8„ ANCHOR » iv 4„ » » 4„ 2» 2 C OR BOLTS, SEE 4 6 4„ TYP. COLUMN BASE TYPICAL COLUMN BASE PLATE ANCHOR 2 PLATE DETAIL 2 6 D ETA IL BP1 BP2 BP3 BP4 BP5 BP7 �� S-500 SCALE: N.T.S. BP6 REILLY•TARANTINO ENGINEERING CL CL 1000 Park Blvd, Suite 209 Massapequa Park, NY 11762 1'-2" _ j Phone: (631) 724-7888 N N 1' 2" d - N l - Email: info@reillytarantino.com 0- - +- -6 - c0 N - - O - O- - -- - - - - -- (TYP.) 00 00 Nr �)/4 00 CJ Y4TYP.) Y4 - - - - --- -- ! - - - t - - o I- - - - -0 o -- (TYP.) - - - , -0 -� - -- - - -� - - - 'o -- (TYP.) - - -o-- 0 project: ICli 4F07�1N _ N N N N Y4 ( ) iD (TYP.) o io 00 o0 Y4 TYP. I -- - o - - - -o -- - (TYP.) r o0 4» Q» - - o- -0- - - ----- - - - - - - - - -- - - - - -0 - - - ° - ° -0 The Enclaves N » n rr N » 8„ d I d - °T -0--3 4 4 [30'[ 2 2 4" 6" 4» "4- 6" 4" 4" 6" 4» 4" 6" 4" 4" » 6" 4" BP8 BP9 BP10 09 BP11 BP12 BP13 BP14 BP15 56655 Route 25 7 BASE PLATE DETAIL (THICKNESS = 1 " Southold, New York S-500 SCALE: N.T.S. job number: DOUBLER PLATE ON ONE SIDE OF 16-003 X X WEB. THICKNESS = WEB (t ) CIRCULAR OPENINGS- MAXIMUM DIAMETERS OF UNREINFORCED & REINFORCED ADD STIFF. PLATES OPENINGS OPENING ROUNDED UP TO NEAREST Ya", I.E. ate: WHERE OPENING Y2 Bf OF ETC. (Fy OF STEEL FOR MINMUM St OR Sb OF OPENING EXCEEDS 0.33 'D' STEEL M. � OF HOLE (2D+1") Y4"' 3/a"' Y2"' S/a"' SEE PLAN SEEPLAN, w TO MATCH BEAM) SEE NOTES BEAM SIZE MAX. HOLE DIA.: MAX. HOLE DIA.: MAX. HOLE DIA.: ISSUED FOR BUILDING PERMIT 10/12/2023 �' UNREINFORCED WEB DOUBLER HORIZ. WEB R'S ISSUED FOR PRICING 11/10/2023 " 3 PLATE (TYP) W o wo D=18" OR LESS �•, o►w- �3 D=19" OR MORE W12 (40 #/F & UP) 3.0" 4.25" 6.0" ISSUED FOR COORDINATION 12/15/2023 3.0 ISSUED FOR BUILDING PERMIT 01/10/2024 , TYPQ "� o SIZE OF FILLET z 4.75" 6.0" WHERE A IS GREATER� El o M WELD +Ys" � c`"iI Z c� � � D� (35 #/F & LESS) THAN 36 OR Y8 OF D v % _J ? �0/ USE 3/4" PLATE MIN. ``' w w OF �p 3.5 5.0 7.p" ISSUED FOR BID 02/07/2024 WELD AS PER STD. PIPE 6" LONG o -J G W14 (43 #/F & UP) ENOTE 2, Y4 MIN. m N 9 ISSUED FOR BUILDING PERMIT 03/22/2024 I.D. SAME OR LARGER (38 #/F & LESS) » » THAN HOLE &'0 1 -0 3.5 5.5 7.0 o r.L z w RECTANGULAR + m W16 4.0" 6.25" 9.0" CD CIRCULAR Ica 0 W18 4.5" 7.25" 11.0" NOTES TYP. d 01 SEE NOTE 9 REINFORCING PLATES EACH *** 0 0 SIDE OF WEB, TOP & W21 5.0" 8.5" 12.5" 1. USE THIS DETAIL FOR LOCATIONS AND SIZES OF OPENING SHOWN 3. ALL OPENING SHALL BE CENTERED ON BEAM DEPTH UNLESS SHOWN 11 BOTTOM. SEE TABLE OF ON PLAN. OTHERWISE. *** MINIMUM WELD SIZE o o WEB REINFORCING PLATES. W24 6.0" 10.0" 14.5" 2. WELD REINFORCING PLATES TO BEAM WEB SUFFICIENTLY TO 4. GRADE OF STEEL FOR PLATES TO BE SAME AS THAT OF BEAM. PER TABLE J2.4, AISC DEVELOP THEIR FULL CAPACITY AT 0.66 Fy STRESS AT EACH AND 5. CENTER OPENINGS BETWEEN FILLER BEAMS UNLESS OTHERWISE SHOWN. SPECIFICATIONS W27 6.5" 11.0" 16.0" WITHIN LENGTH 'X' AND EXTEND SAME WELD SIZE CONTINUOUSLY CIRCULAR OPENING WITH WEB DOUBLER PLATE CIRCULAR OPENING WITH HORIZONTAL WEB PLATES ACROSS THE ENTIRE OPENING. W30 7.5" 13.0" 18.0" BEAM WEB CIRCULAR OPENINGS W33 8.0" 14.5" 20.0" OF Nf t Y W36 9.0" 15.5" 21.5" �P1 O 8 TYPICAL STEEL PENETRATION REINFORCEMENT DETAILS W40 10.0" 16.5" 24.0" * = i off* >� = CC S-500 SCALE: N.T.S. W44 11.0" 18.5" 26.0" 2 L �O 08.D 9 ARq s61oN�� status: ISSUED FOR BUILDING PERMIT copyright: 0 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GLAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL CObIDIONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. title: TYPICAL STEEL DETAILS I scale: As Noted drawn: C.A.C. DESIGN OF SIMPLE SHEAR CONNECTIONS — REQUIREMENTS COLUMN & COLUMN & (� COLUMN & RO U ONLY 2xWELD SIZE 1. SHEAR CONNECTIONS SHALL BE DESIGNED PER TABLE A AND TABLE B. PICKUP GIRDER PICKUP GIRDER PICKUP GIRDER 0 0 0 2. MINIMUM BOLT DIAMETER SHALL BE 7/" INCH (CONTRACTOR MAY USE L` k U_ U_ FACE OF TABL LARGER DIAMETER BOLTS AT HIS OPTION). � z COLUMN MINIMUM NUMBER OF MINIMUM CONN. MINIMUM FILLET 0 0 0 3. BOLT TYPE SHALL BE ASTM A 325 (CONTRACTOR MAY USE A490 BOLTS _J z z z BOLTS FOR SIMPLE FACTORED LOAD WELDS SIZE 0 � c� J — AT HIS OPTION, SUBJECT TO MINIMUM NUMBER OF BOLTS REQUIREMENT). SHEAR CONN. THINNER MINIMUM 0 0 o �' (TYP.) 4. ALL BOLTS SHALL BE FULLY PRETENSIONED. BEAM „ „ BEAM FACTORED PART FILLET WELD m (NP') U m Q (NP ) G. (n,P ) =m Q , 5. PROVIDE WEB REINFORCING AS REQUIRED DUE TO WEB CUTS, COPES, SIZEN SIZE LOAD LRFD (K) JOINED �_ m c=i� m cn J m ETC. W8 2 W8 15 U P TO 3/4„ Y4» z z D I �. z 0 1 WELD & BOLTS 6. DESIGN OF DOUBLE ANGLE AND SHEAR PLATE CONNECTIONS SHALL BE W10 2 3 s �° w w w w w w 3/4" CAP PLATE TO BE DESIGNED BASED UPON THE LATEST AISC PROCEDURES SHOWN IN THE AISC W10 15 OVER /4 /6 XTEND FLANGE WELDED TO PLATE FOR REACTION & MANUAL OF STEEL CONSTRUCTION. W12 3 W12 25 WIDTH WITH PLATES MOMENT SEE 7. ALTERNATIVE CONNECTION SYSTEM (SINGLE ANGLE) MAY BE USED ONLY WT W14 3 OF SAME THICKNESS, ee FLANGE r� --- r7l 0 NOTE 7 AT FILLER BEAM TO BEAM CONNECTIONS (EXCLUDING EDGE BEAMS) W14 45 Z 0 w 0 GRIND BUTT WELDS z PLATE SHALL MEET PROVIDED THE CONTRACTOR'S PROFESSIONAL ENGINEER SUBMITS THE W16 3 W16 5D w z w z SMOOTH FOR FULL FULL MIN, THICKNESS DESIGN CALCULATIONS TO THE ENGINEER OF RECORD FOR REVIEW AND W24 4 W18 75 EVEN BEARING PEN REQUIREMENTS APPROVAL. "N" = MINIMUM NUMBER OF NM N m PER AISC 8. CONNECTIONS SHALL BE DESIGNED BY STEEL FABRICATORS LICENSED BOLTS REQUIRED PER J (TYP.) J TYP.) (NP•) PROCEDURE SEE PROFESSIONAL ENGINEER. CONNECTION DESIGN IS NOT INCLUDED IN RTE SCOPE J CONNECTION. THE NOTE 7 OF WORK. TABULATED MINIMUM Z BOLT ROWS BOLT ROWS BOLT ROWS NUMBER OF BOLTS _ 0 z 0 WILL GENERALLY BE w 1i �� SEE NOTE 2C SEE NOTE 2C SEE NOTE 2C SHEAR PLATE EXCEEDED BY OTHER T ANDREW V. DESIGN CRITERIA. CONNECTION WELDED TO BEAMS CONNECTION BOLTED TO BEAM CONNECTION BOLTED TO BEAMS BOLTED TO COLUMN OR GIRDER WELDED TO COLUMN WELDED TO COLUMN OR GIRDER 1"t GAP—DO 1"f GAP—DO 1"t GAP—DO GIAMBE]PL%TONE NOT BEAR OR NOT BEAR OR NOT BEAR OR WELD WT TO WELD WT TO WELD WT TO BOTTOM FLANGE BOTTOM FLANGE BOTTOM FLANGE & ASSOCIATES DOUBLE ANGLE CONNECTIONS TO BEAM OR COLUMN SHEAR PLATE CONNECTIONS TO BEAM OR COLUMN NOTE: CONNECTION SIMILAR WHEN CONNECTION TO NOTE: CONNECTION SIMILAR WHEN CONNECTING TO GIRDER OR COLUMN (SHOWN AS DASHED LINE) GIRDER OR COLUMN (SHOWN AS DASHED LINE) EXTEND WT STIFFENER EXTEND FLANGE EXTEND WT STIFFENER, ADD CAP PLATE * ARCHITECTS SECTION A SECTION B SECTION C S I M P L E S H EAR C O N N E C T I O N S (THESE CONNECTIONS MOMENT CONNECTIONS, SEE TYPE AMSHEAR CONNECTIOMENT ONS) FOR TYPE A STIFFNER DETAILS ONS) 62 Elm Street CL COLUMN & CE COLUMN & Huntington, NY 11743 PICKUP GIRDER PICKUP GIRDER Telephone: 631.367.0050 mo Z mo Fax: 631.367.6636 Joy c� G. o w f � M:m Q (TYP.) — �TYP.) 0TYP.) � Cn N J m GiambertoneArchitects.com EL D EXTEND FLANGE � WIDTH WITH PLATES L`' SEE MOt\�ENT CONNECTION TYPICAL w OF SAME THICKNESS, + J + J SEE MOMENT CONNECTION TYPICAL TABLE A W 1" MAXIMUM DETAILS (BOLTED OR WELDED DETAILS (BOLTED OR WELDED Z 0 OMIT IF 1" GRINF BUTT WELDS w _ SHEAR CONNECTION REQUIREMENTS FOR TYPE 'A' MOMENT CONNECTIONS w z OR LESS, SMOOTH FOR FULL z 0 _J EACH SIDE w FLANGE PLATES; BEAM FLANGES 0 FLANGE PLATES; BEAM FLANGES Z EVEN BEARING w z of SEE DETAIL O a WELDED DIRECTLY TO COLUMN, ETC. Q — PROVIDE FULL DEPTH SINGLE SHEAR PLATE. F w � N ) �. N WELDED DIRECTLY TO COLUMN, ETC.) � cn cn '-- — PROVIDE MINIMUM WELD SIZE TABULATED. N m o EXTEND SHEAR CONNECTION PLATE, o EXTEND SHEAR CONNECTION PLATE — BOLTS TO BE MINIMUM 7/8" DIAMETER, A325(SC). J TYP. in m TYP. _ ADD SECOND VERTICAL ROW OF BOLTS z_ ADD SECOND VERTICAL ROW OF BOLTS _ PROVIDE 1Y8" DIAMETER A490(SC) BOLTS WHERE ACTUAL GIRDER SHEAR EXCEEDS TABULATED CAPACITY ) J ) Y Q WHERE NECESSARY TO PROVIDE THE Q WHERE NECESSARY TO PROVIDE THE REQUIRED SHEAR CAPACITY. �� REQUIRED SHEAR CAPACITY. WIND GIRDER NUMBER OF HORIZONTAL MINIMUM SHEAR PLATE MINIMUM FILLET WELD CONNECTION SHEAR w = 4 DEPTH ROWS OF BOLTS "N" THICKNESS SIZE (E70XX) CAPACITY Z o TIFFENERS SHALL U` ow BE 25% THICKER �< THAN COLUMN 3/a"0 A325 PLATE STIFFENERS RE[LLY�TARANTINO cn J o o cn J 0 • o W8 3 1 2 5 8 5 16 5 b�NG UP TOE FOR ENGINEERING / / / CQL. THICKER o m = o SEE SEE o m o 0 11 ,15% 0 0 • • o 0 � 0 • O W10 3 1/2 5/8 5/16 17 1 f GAP—DO z o o . TABLE A o TABLE A Z U_ o SEE W12 3 1/2 5/8 5/16 14 FORTHA bCO° GREATER 1000 Park Blvd Suite 209 • o o NOT BEAR OR TABLE A WELD WT TO W14 3 1/2 5/8 5/16 25 BOTTOM FLANGE Massapequa Park, NY 11762 W16 4 1/2 5/8 5/16 29 1"t GAP—DO NOT BEAR OR Phone: (631) 724-7888 PROVIDE FULL DEPTH SHEAR PROVIDE SHORT SLOTTED PROVIDE FULL DEPTH PROVIDE SHORT SLOTTED W24 6 1/2 5/8 5/16 38 WELD WT TO Email: info@reillytarantino.com CONNECTIONS SEE TABLE 'A' HOLES IN ALL SHEAR SHEAR CONNECTIONS HOLES IN ALL SHEAR BOTTOM FLANGE FOR MINIMUM REQUIREMENTS CONNECTION PLATES. SHEAR SEE TABLE 'A' FOR CONNECTION PLATES. SHEAR EXTEND STIFFENER EXTEND FLANGE SEE MOMENT CONNECTION CAPACITIES LISTED IN TABLE MINIMUM REQUIREMENTS CAPACITIES LISTED IN TABLE SECTION D SECTION E COLUMN LESS THAN 2" WIDER THAN GIRDER TYPICAL DETAILS REGARDING 'A' ARE BASED UPON SSL SEE TABLE A FOR 'A' ARE BASED UPON SSL SECTION F COLUMN FLANGE STIFFENERS HOLES PERPENDICULAR TO SHEAR PLATE THICKNESS VHOLES PERPENDICULAR TO & WEB BOUBLER PLATES THE LOAD THE LOAD ALTERNATIVE GIRDER STIFFENER DETAILS (D E & F) project: WHEN COLUMN FLANGE IS WIDER THAN PICKUP GIRDER L.L.R.S. SHEAR CONNECTION TO COLUMN FLANGE L.L.R.S. SHEAR CONNECTION TO COLUMN WEB L.L.R.S. TYPE 'A' SHEAR CONNECTIONS WELDED FLANGE PLATES BOLTED FLANGE PLATES WELDED FLANGE PLATES BOLTED FLANGE PLATES The Enclaves COLUMN, SEE (4)— 3/8" DIAMETER SCHEDULES A 325 BOLTS MINIMUM EXTEND STIFFENER BOTTOM PLATE PROVIDE DECK BOTTOM PLATE— PROVIDE DECK SUPPORT PLATES ( )— PLATES & WELD TO WEB STIFFENER PLATES TO MATCH SUPPORT PLATES & & ANGLES (NOT SHOWN) AS PICKUP—UP GIRDER, 1" BASE PLATE BEAM FLANGE THICKNESS & TOP PLATE TOP PLATE WHERE COLUMN FLANGE ANGLES (NOT SHOWN) REQUIRED IN THE AREA OF SEE FRAMING PLANS TYPICAL WELDS ARE INSUFFICIENT GRADE OF STEEL AS REQUIRED IN THE MOMENT CONNECTIONS AREA OF MOMENT • . . . 56655 Route 25 11 CONNECTIONS • • • • STIFFENER PLATES Southold, New York EACH SIDE OF EXTEND & SLOPE STIFFENERS TYPICAL ALL 3 SIDES 3 SIDES " WEB. THICKNESS STIFFENERS TYPICAL TYPICAL 3 MIN. EQUAL TO COLUMN PLAN PLAN FLANGE ABOVE* job number: PLAN PLAN EXTEND FLANGE PLATES & WELD TO WEB WHERE COLUMN FLANGE U/—OO 2 J WELDS ARE INSUFFICIENT * SEE SECTION F FOR EXCEPTION STIFFENER PLATES TO MATCH D OR E OR F BEAM FLANGE THICKNESS & �J date: PROVIDE COLUMN FULL PENETRATION EXTEND STIFFENER PLATES GRADE OF STEEL SHIM TOP OR BOTTOM AS SHIM TOP OR BOTTOM AS STIFFENERS ASTT\—< TOP & BOTTOM & WELD TO WEB WHERE REQUIRED. NUMBER OF BOLTS REQUIRED. NUMBER OF BOLTS ISSUED FOR BUILDING PERMIT 10/12/2023 FULL PENETRATION TOP REQUIRED (SEE NOTE 8) FLANGES COLUMN FLANGE WELDS SHOWN AT SHEAR & MOMENT SHOWN AT SHEAR & MOMENT (4)— �/" DIAMETER ARE INSUFFICIENT & BOTTOM FLANGES CONNECTIONS DOES NOT CONNECTIONS DOES NOT ISSUED FOR PRICING 1 1/10/2023 (A)— 325 BOLTS MINIMUM REPRESENT THE ACTUAL NUMBER REPRESENT THE ACTUAL NUMBER ISSUED FOR COORDINATION 12/15/2023 REQUIRED. SEE "NOTES FOR REQUIRED. SEE "NOTES FOR 1" BASE PLATE MOMENT CONNECTIONS", PLANS, MOMENT CONNECTIONS", PLANS, TYPICAL ISSUED FOR BUILDING PERMIT 01/10/2024 — SEE "NOTES FOR MOMENT SEE "NOTES FOR MOMENT & DETAILS FOR SIZE &/ OR & DETAILS FOR SIZE &/ OR ISSUED FOR BID 02/07/2024 CONNECTIONS", PLANS & CONNECTIONS", PLANS & ACTUAL FORCE. ACTUAL FORCE. ISSUED FOR BUILDING PERMIT 03/22/2024 DETAILS FOR SIZES &/ OR DETAILS FOR SIZES &/ OR NUMBERS OF BOLTS & PLATE NUMBERS OF BOLTS & PLATE ACTUAL FORCES ACTUAL FORCES SIZE AS REQUIRED FOR SIZE AS REQUIRED FOR WT SAME SIZE AS SPECIFIED MOMENTS. SPECIFIED MOMENTS. COLUMN SECTION PROVIDE COLUMN PROVIDE WEB DOUBLER CHECK COLUMN FOR EACH SIDE OF WEB STIFFENERS AS PLATES AS REQUIRED FOR TYPICAL ALL SHEAR SHORT SLOTTED HOLES REQUIRED (SEE NOTE 8) STIFFENER REQUIREMENT UNBALANCED MOMENTS AT ONE—SIDE CONNECTIONLl CONNECTION PLATES MAY BE USED FOR FITUP (SEE NOTE 8) PROVIDE WEB BOUBLER PLATES AS REQUIRED BEAM TO COLUMN FLANGE WITH BEAM TO COLUMN WEB WITH A OR B OR C FOR UNBALANCED BOLTED OR WELDED FLANGE PLATES BOLTED OR WELDED FLANGE PLATES MOMENTS (SEE NOTE 8) COLUMN OR POST PICK—UP BEAM FLANGES WELDED DIRECTLY TO BEAM FLANGES WELDED DIRECTLY TO NOTE: Of NE COLUMN FLANGES COLUMN WEB STIFFENERS �GY NOTES FOR MOMENT CONNECTIONS & STIFFENER PLATES TO BE � C SAME GRADE OF STEEL AS COLUMN SA FOR BALANCE OF CONNECTION SHIM TOP OR DETAILS SEE EQUAL DEPTH BOTTOM AS 1. ALL MOMENT CONNECTIONS SHALL BE TYPE A MOMENT CONNECTIONS (SEE NOTE 8) REQUIRED CONNECTIONS (SEE LEGEND FOR DEFINITION & REQUIREMENTS). m w I 2. SHEAR CONNECTIONS SHALL CONFORM TO "TABLE A -- SHEAR 2 CONNECTION REQUIREMENTS FOR TYPE A MOMENT CONNECTIONS". ZN� �`877L 3. WELDS & BOLTS FOR MOMENT CONNECTIONS SHALL DEVELOP THE �- FULL MEMBER MOMENT CAPACITY. � SSICNP 4. MOMENT CONNECTION PLATES SHALL BE SIZED AS REQUIRED FOR WT BOTH SIDES �► THE SPECIFIED MOMENT. OF WEB 5. WELD MAY BE SUBSTITUTED FOR BOLTS UPON PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. status: 6. PROVIDE WEB &/ OR FLANGE REINFORCING WHERE REQUIRED 3" MIN. DUE TO WEB CUTS OR COPES FOR CONNECTIONS. 7. PER THE PROVISIONS OF CHAPTER J OF THE AISC ISSUED FOR BUILDING PERMIT 1. PROVIDE WT WHERE DIFFERENCE IN LENGTH OF WT TO SPECIFICATIONS, PROVIDE COLUMN FLANGE STIFFENERS WHERE BEAM DEPTHS ON OPPOSITE BE THE GREATER REQUIRED TO RESIST FORCES FROM MOMENT CONNECTIONS. copyright: © 2023 AVGA FLANGES IS 3 INCHES OR MORE. OF 4xdt OR EXTEND PROVIDE COLUMN WEB DOUBLER PLATES AS REQUIRED FOR 2. WT IS TO MATCH BEAM WEB 3" BEYOND LAST UNBALANCED MOMENT. (AT CONTRACTOR'S OPTION A HEAVIER THE, COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCnfFNrS THICKNESS & BEAM FLANGE AREA. LINE OF BOLTS COLUMN MAY BE SUBSTITUTED IN LIEU OF DOUBLER STIFFENER PREPARED BY ANDREW V.GLSMBERTONEANDASSOCIATES,ARCHITECTS,P.C. 3. WHEN DIFFERENCE IN BEAM DEPTH / (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS PLATES, AT NO COST TO THE OWNER. ARE SERVICES FOR T I IE USE SOLELY I�TTH RESPECT TO THIS PROJECT.UNLESS IS 2 INCHES, PROVIDE A SLOPING OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE 8. SLIP—CRTICAL BOLTS USED IN ALL MOMENT CONNECTIONS SHALL DOMIEN S AND SHALL RETAIN ALL OMMONLAW,STATUTORY AND OTHER STIFFENER IN LIEU OF WT, THUS: HAVE A MINIMUM DIAMETER OF %" & SHALL BE BASED UPON RESERVED RIGHTS THAT THESE DOMIENTS SHALL NOT BE USED BY THE BEAM TO COLUMN FLANGE WITH DIFFERENT BEAM DEPTHS OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS (BEAM TO COLUMN WEB SIMILAR SEE EQUAL DEPTH CONNECTIONS) BOLT VALUES GIVEN IN TABLE 7-4, SLIP—CRITICAL CONNECTIONS, PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. WHERE "SLIP IS A STRENGTH LIMIT—STATE". CLASS A OR B FAYING STIFFENER PLATES SHIM TOP OR SURFACE (13TH EDITION OF AISC MANUAL). BOTH SIDES OF WEB Pt:r:+: 11' ?ne da ,Asa z;,,t; . -as r, MINIMUM MOMENT CONNECTION 9. IF THE FABRICATOR PROPOSES TO USE CLASS B FAYING SURFACE REEQUIIREDAS LOADS LRFD( ) & GREATER BOLT CAPACITY THAN TABLE 7-4 VALUES, HE MUST SUBMIT HIS PROPOSED DESIGN & FABRICATION PROCEDURES TO THE ENGINEER FOR PRIOR APPROVAL. Z SIZE MOMENT (LRFD) 10. PROVIDE A MINIMUM OF 3/4 INCH DIAMETER SHEAR STUDS AT :2 W14 100 K—FT 12 INCHES ON CENTER ALONG THE FULL LENGTH OF THE TOP fide' W16 160 K—FT FLANGE OF ALL W.F./W.G. MEMBERS. IF FRAMING PLANS CALL TYPICAL STEEL W18 290 K—FT FOR A NUMBER OF STUDS GREATER THAN ONE PER FOOT OF +' LENGTH, PROVIDE THE GREATER NUMBER. 11. CONNECTIONS SHALL BE DESIGNED BY STEEL FABRICATORS DETAILS II LICENSED PROFESSIONAL ENGINEER. CONNECTION DESIGN IS MOMENT CONNECTIONS NOT INCLUDED IN RTE SCOPE OF WORK. BEAM CONTINUOUS OVER COLUMN ' 3" MIN. � � NOTE: scale: As Noted FOR BALANCE OF CONNECTION VALL DETAILS OF WT & STIFFENER PLATES ARE DETAILS SEE EQUAL DEPTH SAME AS FOR COLUMN PICK—UP, BUT INVERTED. CONNECTIONS TO COLUMN WEB LENGTH OF WT TO BE THE (SEE NOTE 8) GREATER OF 4xdt OR EXTEND 3" drawn: C.A.C. BEYOND LAST LINE OF BOLTS BEAM TO BEAM WITH DIFFERENT DEPTHS HOHMANN AND BARNARD 120 2500 PSI (MIN.) GROUT VERTICAL REINFORCEMENT SEE FRAMING STANDARD TRUSS MESH FILLED CELL® REINFORCEMENT (TYP.) DOUBLE VERTICAL PLAN FOR SIZE. PROVIDE BAR SEE PLAN FOR SIZE REINFORCEMENT IN POSITIONING HARDWARE TO SECURE ® 16 O.C. & SPACING GROUTED CELLS (SEE DOUBLE VERTICAL G\�G REINFORCING IN CORRECT POSITION. VERTICAL REINFORCEMENT MASONRY NOTES) REINFORCEMENT IN SQP (SEE PLAN FOR SIZE, GROUTED CELLS (SEE DUROWALL/HORIZONTAL BLOCKS TO MATCH SPACING, ETC.) DUROWALL/HORIZONTAL MASONRY NOTES) REINFORCEMENT ARCHITECTURAL DETAILS •.. :, REINFORCEMENT ,. w g OVERLAP _ { z :> _.. ,, a' �:�,'. YL__Ap W DUROWALL/HORIZONTAL U _ REINFORCEMENT 8" MIN. ~ SEE PLAN FOR WALL LENGTH AND LOCATION OVERLAP INTERLOCK BLOCK AND HOOK AT ENDS OR BOND BEAM AT DUROWALL/HORIZONTAL 5, PROVIDE PREFABRICATED INTERLOCK BLOCK THIRD POINTS OF WALL REINFORCEMENT 8" MIN. AT INTERSECTION CORNER DUROWALL AT INTERSECTION AND HOOK AT ENDS OR (N6 —4 O.C.) PROVIDE PREFABRICATED DUROWALL/HORIZONTAL TYPICAL MASONRY BLOCK, CORNER DUROWALL SEE STRUCTURAL NOTES. VERTICAL REINFORCEMENT REINFORCEMENT VERTICAL REINFORCEMENT V. L:. (SEE PLAN FOR SIZE, '" ANDREW V DUROWALL HORIZONTAL SPACING, ETC.) SPACING, ETC ) SIZE, BOND BEAM REINFORCEMENT REINFORCEMENT AT EVERY (SEE TYP. BOND BEAM DETAIL) OTHER COURSE GIAMBERTONE 2500 PSI (MIN.) GROUT � HOOKED DOWELS, SEE FILLED CELL© EVERY COURSE (TYP.) 2—#7 ® END CELL SEE PLAN FOR SIZE & ASSOCIATES 4 & SPACING 2—#7 @ END CELL TYPICAL MASONRY WALL INTERSECTION DETAIL TYPICAL MASONRY WALL INTERSECTION DETAIL 3 GROUT ALL REINFORCED CELLS DETAILS FOR SIZE & S-600 SCALE: N.T.S. S-600 SCALE: N.T.S. SOLID. MORTAR CROSS WEBS � SPLICE LENGTH ON ® ARCHITECTS ADJACENT TO FILLED CELLS. LAP. FO-700 00 HIGH LIFT OR LOW LIFT SPLICE 1. : Y' GROUTING SHALL BE USED FOUNDATION, SEE AT CONTRACTOR'S OPTION. PLANS FOR SIZE AND 120 TRUSS MESH 62 Elm Street SEE STRUCTURAL NOTES REINFORCEMENT FOR GROUTING CRITERIA. @ 8" O.C. MINIMUM OF 2 EXPANSION Huntington, NY 11743 01 SEE PLAN FOR WALL LENGTH AND LOCATION BOLTS: SIZE, NUMBER, FIRST COURSE SHALL BE SET A DETERMINED LENGTH BIPED TO BE IN FILL MORTAR BEDDING, SEE NOTE: CONTRACTOR TO PROVIDE Telephone.. 631.367.0050 NOTE. FOR MORTAR TYPE TYPICAL MASONRY SHEAR WALL REINFORCEMENT DETAIL AT ENDS OF WALLS PROVIDE REQUIRED LATERAL FORCE Fax: 631.367.6636 NOTE: DETAIL APPLIES TO WALLS MARKED "SW" ON PLAN A BENT R. BRACE ON BOTH 2'-0" O.C. TYP. 2'-0" O.C. TYP. SIDES OF WALL. 1'—6 MAXIMUM TO END OF WALL GiambertoneArchitects.com � � 7-77 U MASONRY WALL CONSTRUCTION ISOMETRIC 1 TYPICAL MASONRY WALL REINFORCEMENT DETAILS S-600 SCALE: N.T.S. 2 S-600 SCALE: N.T.S. NOTE: TOP OF CMU WALL - -- a 1. TOP OF FOUNDATION WALL CONDITION MAY DIFFER FROM WHAT IS /6" BENT R, 4" VERTICAL SHOWN ON PICTURE. SEE FOUNDATION DETAILS ON FO-500 FOR LEG, HORIZONTAL LEG BENT R BEYOND LENGTH AS REQUIRED TO MORE INFO. - - — - ------- ----- --- _ - ACCOMMODATE EXPANSION BOLT SPACING I� HORIZONTAL BENT BOND BEAM I, �, CMU WALL - BOND BENT R FAR ' DOUBLE VERTICAL REINFORCEMENT SEE ARCH. DRAWINGS FOR SIDE OF WALL REILLY•TARANTINO REINFORCEMENT IN 48x BAR VERTICAL REINFORCEMENT (SEE FIRESTOPPING & SOUNDPROOFING I ENGII,#EERIN.G GROUTED CELLS LAP 48x BAR PLAN FOR SIZE, SPACING, ETC.) REQUIREMENTS J (SEE MASONRY LAP SECTION "A" THROUGH CMU WALL PERPENDICULAR TO NOTES) STEEL DECK 1000 Park Blvd, Suite 209 • ., ., . DOUBLE VERTICAL Massapequa Park, NY 11762 REINFORCEMENT IN GROUTED LATERAL BRACE AT TOP OF MASONRY WALL CELLS (SEE MASONRY NOTES) PE Phone: (631) 724-7888 RPENDICULAR TO STEEL DECK BLOCK AT 7 Email: info@reillytarantino.com ]----�INTERLOCK S-600 SCALE: N.T.S. Q INTERSECTION mg • x 00 VERTICAL REINFORCEMENT CASE 1O project: (SEE PLAN FOR SIZE, :WHEN CENTER OF WALL IS LOCATED SPACING, ETC.) WITHIN THE WIDTH OF RIB, INSTALL N. PTA-422 DIRECTLY TO THE RIB. FASTENERS MAY BE OFF THE CENTER The Enclaves OF PTA-422, BUT SHALL BE ON THE • VERTICAL REINFORCEMENT (SEE OF RIB. PLAN FOR SIZE, SPACING, ETC.) EXPANSION BOLTS TEK SCREWS AS REQUIRED T/CMU WALL 56655 Route 25 5 TYPICAL BOND BEAM INTERSECTION DETAILS EL = SEE PLAN S-600 SCALE: N.T.S. 3/s" PLATE Southold, New York 1" COMPRESSIBLE JOINT CASE 2O FILLER (FIRESTOP) :WHEN CENTER OF WALL IS LOCATED job number: HOHMANN & BARNARD OUTSIDE OF RIBS, INSTALL A -s" THICK LATERAL LOAD TRANSFER PLATE, THEN 16-003 PTA TOP ANCHOR: INSTALL PTA-422 WITH #12 OR #14 TEK Fy=50,000ps0psi, T=1/8", LENGTH SCREWS INTO 3%6" PLATE SIZE & NUMBER = 8" OR 12" AS REQUIRED BY AS REQUIRED BY LOADING LATERAL LOAD. (MAXIMUM C/C date: SPACING = 4'-0", 1'-6" FROM ISSUED FOR BUILDING PERMIT 10/12/2023 END OF WALL) ISSUED FOR PRICING 11/10/2023 ISSUED FOR COORDINATION 12/15/2023 � CMU WALL CASED � CMU WALL CASE 2O ISSUED FOR BUILDING PERMIT 01 10 2024 / / LATERAL BRACE AT TOP OF MASONRY WALL ISSUED FOR BID 02/07/2024 PARALLEL TO STEEL DECK ISSUED FOR BUILDING PERMIT 03/22/2024 6 CMU WALL SEE S-600 SCALE: N.T.S. ARCH. DWG. PROPOSED BLOCK (SEE PLAN) STEEL BEAM HOHMANN & BARNARD I FILL POCKET SOLID #360—GRIPSTAY AFTER STEEL BEAM CHANNELS HOT DIP BEARING PLATE, SEE INSTALLATION GALV. WELDED TO STEEL HOHMANN & BARNARD LINTEL SCHEDULE 3" (2) Y2" THREADED OF N COL. 11 GAGE THICK �Y #360—GRIPSTAY BOND BEAM SHALL ROD EPDXY EMBED Q�� O CMU WALL (SEE CHANNELS HOT DIP BE FULLY GROUTED 4" BEAM OR WET SET 6 MIN. ARCH. DWG.) GALV. WELDED TO STEEL (TYP.) POCKET (TYP.) LEVEL WITH * �o � COL. 11 GAGE THICK NON-SHRINK GROUT n 8"x16" BOND BEAM ` ' HOHMANN & BARNARD CMU WALL (SEE m w ARCH. DWG ° FILL (2) COURSES . N HOHMANN & BARNARD #354L-COLUMN ANCHOR HOT CIP ) SOLID AT EACH FLOOR �O 8779 #353L-COLUMN ANCHOR HOT DIP GALV, 3/s" THICK @ 16" O.C. • ® . AND BASE (ENTIRE A p�SSC�NP\' GALV., 3/s" THICK ® 16" O.C. 2-#5 BOTT. "_ PERIMETER) AND ANY TYPICAL MASONRY STEEL COLUMN ANCHOR PROPOSED VERT. REINF. BEAM OR JOIST 8 (SEE SCHEDULE) > BEARING LOCATION Status: S-600 SCALE: N.T.S. 9 BOND BEAM DETAIL BB- 1 S-600 SCALE: N.T.S. ISSUED FOR BUILDING PERMIT copyright: © 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR THE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS MASONRY WALL BEAM POCKET D ETA I L OTHERWISE PROVIDED, AEA SHALL DEEMED THE AUTHOR OF THESE 1 0 DOCUMENTS AND ND S1 SI IALL RETAIN ALL CO1,L'tIONLAW,STATUTORY AND OTT IER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL. NOT BE USED BY THE S-600 SCALE: N.T.S. OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. title: TYPICAL MASONRY DETAILS scale: As Noted drawn: C.A.C. BLOCKING IN EVERY OTHER SPACE BETWEEN STUDS. /� MANUFACTURER'S CORRIDOR MINIMUM 16 GAUGE TRACK CUT TO FIT BETWEEN / WALL PANEL THIS SIDE OF BLOCKING BETWEEN STUDS @12'-0" O.C. MAXIMUM WALL STUDS. ATTACH TO WALL STUD WEBS W/ / WALL, NOT SHOWN AND AT EACH END OF THE WALL. MINIMUM 20 MINIMUM 16 GAUGE CLIP ANGLES W/ (2) #12 GAUGE TRACK CUT TO FIT BETWEEN WALL STUDS. SELF-DRILLING SCREWS IN EACH ANGLE LEG. ATTACH TO WALL STUD WEBS W/ MINIMUM 20 LENGTH OF CLIP ANGLES TO BE JUST LESS THAN GAUGE CLIP ANGLES W/ (2) #10 SELF-DRILLING CLEAR SPACE BETWEEN FLANGE RETURNS. SCREWS IN EACH ANGLE LEG. LENGTH OF CLIP ANGLES TO BE JUST LESS THAN CLEAR SPACE BETWEEN FLANGE RETURNS. t 12 GAUGE TRACK SECTION W/ ` y 2" LEGS MINIMUM. ATTACH ` TRACK TO EACH POST MEMBER WALL STUDS CLIP ANGLE 12 GAUGE 2x4x3" LG. FLANGES W/ #12 TEK. IF POST LLV ATTACHED CONCRETE SLAB W/ IS CONTINUOUS WALL TRACK, Yz" DIAMETER x2" EMBED HILT] OMIT THIS TRACK. WALL STUDS WALL PANEL, NOT ` ` ' STRUCTURAL WALL PANEL THIS SIDE OF WALL OR KWIK BOLT 3 (OR EQUAL) SHOWN, OPPOSITE OF CONTINUOUS MBCI HW-3121 SUB GIRT ON STUD FLANGE WALL FROM STRUCTURAL OPPOSITE SIDE FLANGE WITH MANUFACTURER'S CORRIDOR FLAT STRAP 2N20 GAUGE CONTINUOUS. ATTACH WALL PANEL OR WALL PANEL. ` TO EACH STUD W/ (1) #10 SELF-DRILLING CONTINUOUS SUB GIRT. SEE WALL FRAMING DETAILS FOR STUDS AND STRUCTURAL • ANDREW V WALL PANEL DESIGNATIONS AND LOCATIONS. SCREW AND TO BLOCKING W/ MINIMUM (3) ATTACHED TO41Y2. ATTACHED TO �o� �o; r� � V. #10 SELF-DRILLING SCREWS. FLAT STRAP NOT ATTACH ONE FLANGE OF BLOCKING TO STRUCTURAL WALL POST WEB W/ - REQUIRED ON A SIDE OF THE WALL IF WALL PANEL OR SUB GIRT W/ MINIMUM (5) #10 SELF-DRILLING POST WEB W/ SHEATHING THAT IS CAPABLE OF BRACING THE SCREWS UNIFORMLY SPACED OVER BLOCKING LENGTH. (4) #12 TEKS. (6) ' 12 TEKS. 1y2" Y8 YsGIAMBE'JPL%.TONE FLANGE IS APPLIED. 2 1y2�� STUDS. SEE PLAN FOR • SPACE BRIDGING @4'-0" O.C. MAXIMUM. SIZE. STUD BEARS ON CONCRETE & ASSOCIATES • ALTERNATIVELY, USE MANUFACTURERS STANDARD NOTES: STUD BRACING PROPERLY SIZED FOR THE STUD. 1. CORRIDOR WALL WHERE NON-STRUCTURAL MANUFACTURER'S CORRIDOR PANEL IS ON SINGLE STUD BACK-BACK POST BASE CORRIDOR SIDE OF WALL STUDS. SEE PLAN & SHEAR WALLS FOR * ARCHITECTS DETAIL LIGHT GAUGE STUD WALL BRIDGING 2. BLOCKING SHALL BE AT THIRD POINTS OF HEIGHT OF LEVEL, U.N.O. ATTACH BLOCKING, 1 (WALLS WITH GYPSUM BOARD TYPE SHEATHING) AS NOTED, TO STRUCTURAL WALL PANEL WHERE PRESENT OR TO SUB GIRT. LOCATIONS REQUIRING THROUGH (, 62 Elm Street S-700 SCALE: N.T.S. DETAIL STRUCTURAL STUD WALL BLOCKING FLOOR HOEDOWN /S3.3� WHERE MANUFACTURER'S CORRIDOR PANEL DETAIL SINGLE STUD, DOUBLE STUD AND POST Huntington, NY 11743 2 APPLIED TO ONE SIDE OF WALL 3 BASE ATTACHMENT TO SLAB S-700 SCALE: N.T.S. S-700 SCALE: N.T.S. Telephone: 631.3 67.0050 Fax: 631.367.6636 GiambertoneArchitects.com ® Oil S REILLY_•TAR_A_NT_IN0 ____.....__. ENGINEERING 1000 Park Blvd, Suite 209 Massapequa Park, NY 11762 Phone: (631) 724-7888 Email: info@reiUytarantino.com project: The Enclaves 56655 Route 25 Southold, New York job number: 16-003 date: ISSUED FOR BUILDING PERMIT 10/12/2023 ISSUED FOR PRICING 11/10/2023 ISSUED FOR COORDINATION 12/15/2023 ISSUED FOR BUILDING PERMIT 01/10/2024 ISSUED FOR BID 02/07/2024 ISSUED FOR BUILDING PERMIT 03/22/2024 ON to Q �o milt oFEss�okl status: ISSUED FOR BUILDING PERMIT copyright: © 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDRER V.GL"IBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FORTIES PROJECT,ARE INSTRUMENTS OF AVGA, THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROTECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEE2,fED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COAIMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SILkLL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted, "'X Fa,.. title: COLD FORMED TYPICAL DETAILS scale: As Noted drawn: C.A.C. - (PER INTERNATIONAL RESIDENTIAL CODE 2015) 77C MBEF; OF O JOINT DESCRIPTION MMOIJ NAILS NAIL SPACING R O O F F R A M I N G ilk l I ! II �� II 1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO P.T. WOOD BEAM I P.T. WOOD BEAM TOP PLATE 3-8d TOE NAIL (SEE PLAN) (SEE PLAN) 2. CEILING JOIST TO TOP PLATE 3-8d PER JOIST, TOE NAILI I Ii SIMPSON EPC6Z I I I SIMPSON PC6Z II 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS 3-16d FACE NAIL POST CAP I I I I POST CAP I II 6x6 PSL POST OVER PARTITIONS [SEE SECTIONS R802.3.1 R802.3.2 AND III I l III PROPOSED STL. BM. llll TABLE R802.5.1(9)] I I � '' � '�, I (SEE PLAN) I ' I ' PROPOSED SLAB l l l 1 I�I _ _ 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER PER TABLE FACE NAIL I it I I II �I I ,'I I, ON GRADE �� I ICI ---- ---- __ (HEEL JOINT) [SEE SECTIONS R802.3.1 R802.3.2 AND R802.5.1(9) 6x6 WOOD PILE I I'I �, '� 6x6 WOOD PILE ' _ --- PACK OUT WEB AS REQUIRED TABLE R802.5.1(9)] FACE NAIL 5. COLLAR TIE TO RAFTER 3-10d J ANDREW VeE il � i II 6. RAFTER OR ROOF TRUSS TO PLATE 2 TOE NAILS ON ONE I I I I SIMPSON LUS212-2 3-10d SIDE AND 1 TOE NAIL I ! ! I I (2) SIMPSON RPBZ JOIST HANGER EACH GIAMBE'JPL%TONE ON OPPOSITE SIDE OF I POST BASE JOIST EACH RAFTER/TRUSS i i j I I EXIST. FLOOR JOIST TO I I REMAIN R' ASSOCI A 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS; OR 3-10d TOE NAIL ' t.X. 11.TE5 PLAN VIEW -TOP ISOMETRIC VIEW ROOF RAFTER TO 2-INCH RIDGE BEAM 2-16d END NAIL WOOD JOIST-STEEL BEAM CONNECTION ® ARCHITECTS W A L L F R A M I N G 1 BEAM CONNECTION DETAIL AT BEAM END 2 BEAM CONNECTION DETAIL AT CONTINUOUS BEAM 3 POST BASE DETAIL 4 DETAIL 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 16d 24" O.C. FACE NAIL S-800 SCALE: N.T.S. S-800 SCALE: N.T.S. S-800 SCALE: N.T.S. S-800 SCALE: N.T.S. 62 Elm Street 9. STUD TO STUD AND ABUTTING STUDS AT INTERESTING 16d 16" O.C. FACE NAIL WALL CORNERS (AT BRACED WALL PANELS) Huntington, NY 11743 10. BUILT-UP HEADER (2" TO 2" HEADER WITH Y2" SPACER) 16d 16" O.C. EACH EDGE FACE NAIL Telephone: 631.367.0050 11. CONTINUOUS HEADER TO STUD 4-Fsd TOE NAIL 12. TOP PLATE TO TOP PLATE 16d 16" O.C. FACE NAIL Fax: 631.367.6636 SIMPSON CS20 CONNECTOR FACE NAIL ON EACH OR (2) H2A @ ROOF SIMPSON CS20 CONNECTOR SIDE OF END JOINT OR (2) H2A ® ROOF 13. TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d (MINIMUM 24" LAP SIMPSON CS20 STRAP GiambertoneArchitects.com SPLICE LENGTH EACH © 16" O.C. WRAPPEDJIV- SIDE OF END JOINT) 2" x 4" CRIPPLE AROUND DOUBLE 2x6 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR STUDS 16 O.C. 16d 16" O.C. FACE NAIL F-F-] SILL PLATE BLOCKING (NOT AT BRACED WALL PANELS) 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 2-16d (2) EACH 16" O.C. SIMPSON CS16 CONNECTOR (7) 8d NAILS 3" x 3" x Y4" BLOCKING (AT BRACED WALL PANELS FACE NAIL 16. TOP OR BOTTOM PLATE TO STUD 4-8d TOE NAIL DOUBLE TOP PLATE WASHER & NUT o I 2-16d END NAIL (4) 10d NAILS _e 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d FACE NAIL I 2X4 FASTENED W/ 18. 1" BRACE TO EACH STUD AND PLATE 2-8d FACE NAIL J �� X-CF ®16" O.C. 19. 1"x6" SHEATHING TO EACH BEARING 2-8d FACE NAIL SIMPSON CS20 CONNECTOR MAX. 4'-O" TO 12'-0" REILLY*TARANTINO 20. 1"X8" AND WIDER SHEATHING TO EACH BEARING 3-8d FACE NAIL ENGINEERING F L O O R F R A M I N G 1000 Park Blvd, Suite 209 21. JOIST TO SILL, TOP PLATE OR GIRDER 3-8d TOE NAIL SIMPSON CS20 CONNECTOR e Massa ua Park NY 11762 22. RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP 8d 6" O.C. TOE NAIL WRAPPED AROUND BOTTOM Massapequa PLATE OR OTHER FRAMING BELOW PLATE SIMPSON CS16 CONNECTOR 23. 1"X6" SUBFLOOR OR LESS TO EACH JOIST 2-8d FACE NAIL - WRAPPED AROUND BOTTOM PLATE o - Phone: (631) 724-7888 24. 2" SUBFLOOR TO JOIST OR GRIDER 2-16d BLIND AND FACE NAIL %"0 ANCHOR BOLT ® 36" O.C. Email: info@reillytarantino.com 25. 2" PLANKS (PLANK AND BEAM -FLOOR AND ROOF) 2-16d EACH BEARING, (EMBED 24" MIN.) FACE NAIL SEE PLAN 26. BAND OR RIM JOIST TO JOIST 3-16d END NAIL NAIL EACH LAYER AS project: 20d FOLLOWS: 32" O.C. 6 WALL TO FOUNDATION ATTACHMENT DETAIL 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS AT TOP AND BOTTOM S-g°° SCALE: N.T.S. The Enclaves AND STAGGERED 2-20d FACE NAIL AT ENDS AND AT EACH SPLICE 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d AT EACH JOIST OR HEADER TIE-DOWN DETAIL RAFTER, FACE NAIL 5 S-800 SCALE: N.T.S. 29. BRIDGING TO JOIST 2-10d EACH END, TOE NAIL EDGES INTERMEDIATE (INCH.) SUPPORTS 56655 Route 25 30. 3/8" - Y2" 6d (SUBFLOOR, WALL), 8d (ROOF) 6 12 _ TRIPLE STUD Southold, New York 31. 1%2"- 1" 8d 6 12 __ TRIPLE STUD (2) 16d COMMON NAILS 32. 1Y8"- 1Y4" 10d 6 12 @ 6 O.C. FOR FULL (14) SD Y4"0 x 2Y2" • OTHER EXTERIOR WALL SHEATHING 'HEIGHT OF STUD SCREWS (7) 8d NAILS - job number: 33. Y" STRUCTURAL CELLULOSIC 1Y2" GALVANIZED ROOFING NAIL - _ o (20) SIDS Ya"� x 2Y" HDU HO DOWN 2 3 6 I SCREWS � • FIBERBOARD SHEATHING 34. 2%2" STRUCTURAL CELLULOSIC 1%" GALVANIZED ROOFING NAIL 3 6 _ HDU8-SDS2.5 HOLDOWN (2) 16d COMMON NAILS 16-003 FIBERBOARD SHEATHING - - � 5/g" 0 ANCHOR BOLT • • @ 6" O.C. FOR FULL date: 35. Y2" GYPSUM SHEATHING 1Y2" GALVANIZED ROOFING NAIL 7 7 (EMBED 24" MIN) HEIGHT OF STUD 36. Y2" GYPSUM SHEATHING 13/4 GALVANIZED ROOFING NAIL 7 7 ISSUED FOR BUILDING PERMIT 10/12/2023 SIMPSON CS20 STRAP 5/8"0 THRU-BOLT ISSUED FOR PRICING 11/10/2023 WOOD STRUCTURAL PANELS, COMBINATION ® 16" O.C. - ISSUED FOR COORDINATION 12/15/2023 SUBFLOOR UNDERLAYMENT TO FRAMING ISSUED FOR BUILDING PERMIT 01/10/2024 37. 34' AND LESS 8d 6 12 ^� a ISSUED FOR BID 02/07/2024 38. %"- 1" 8d 6 12 (7) 8d NAILS o ISSUED FOR BUILDING PERMIT 03/22/2024 39. 1Y8"-1Y4" 10d 6 12 *SEE TABLE R602.3(1) IN IRC FOR ALTERNATE FASTENING REQUIREMENTS. 17 1��QU I t�I='M�1�1T5 �O�? J�I001� STf�UGTUI��L - �- HDU5-SDS2.5 HOEDOWN 1=' 1�1�L ILL ST�-t I I�IG USIA TO 1MI=S I ST => J (PER INTERNATIONAL RESIDENTIAL CODE 2015) ULTIMATE DESIGN 7 LOAD PATH FLOOR FRAMING DIAGRAM S T N S-800 . SPACING N. T.S. MINIMUM COMMON NAIL MINIMUM WOOD MINIMUM MAXIMUM PANEL NAIL WIND SPEED (mph) SCALE: of NE STRUCTURAL NOMINAL PANEL WALL STUD WIND EXPOSURE g FIRST FLOOR SHEAR WALL HOLD DOWN PANEL SPAN THICKNESS(in) SPACING(h) , oNv rq p SIZE PENETRATION(in) RATING EDGES FIELD CATEGORY S-800 SCALE: N.T.S. Gj �� IGT ("O.C.) ("O.C.) B C D g SECOND FLOOR SHEAR WALL HOLD DOWN 6d 1.5 24 0 3 16 6 12 140 115 110 S-800 SCALE: N.T.S. r' a ; / /8 NOTES: 1�n LU 8d 1.75 24/16 /6 16 6 12 170 140 135 7 1. HOLD DOWNS ARE LOCATED AT EVERY CORNER WITHOUT STL. COLUMNS. N 24 1 6 12 140 115 110 2. AT CANTILEVERED CORNERS HOLD DOWNS SHALL BE BROUGHT THROUGH 0 10d** 1.5 24/0 3/8 16 6 12 140 115 110 FLOOR FRAMING AND FASTENED TO THE UNDERSIDE WITH A NUT. 77 **FASTENERS FOR ZIP SYSTEM. SS1a�� status: ISSUED FOR BUILDING PERMIT copyright: 0 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GMIBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA, THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNIESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COAMONLAW,STATUTORY AND On IER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. rdv: title: WOOD FRAMING TYPICAL DETAILS \ scale: As Noted drawn: C.A.C. 500 3;( , A55c3SORS d GENERAL NOTES: CLOSEOUT DOCUMENTS SUBMITTALS SYMBOL LIST ANDREW V. 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF NATIONAL ELECTRIC CODE (NEC), BUILDING CODE OF NEW YORK STATE GIAMBERTONE AND ALL OTHER APPLICABLE LOCAL CODES. 1. ELECTRICAL CONTRACTOR MUST PROVIDE CLEAN, LEGIBLE AND ACCURATE "AS BUILT" CONDUITS AND POWER CONDUIT AND WIRING SYMBOL DESCRIPTION 2. THE MINIMUM SIZE WIRE SHALL BE #12 COPPER AND ALL WIRE SHALL BE ENCLOSED IN CONDUIT WITH A MINIMUM SIZE OF 3 4". (POINT TO POINT) DRAWINGS TO THE ENGINEER ALONG WITH "AS BUILT" PANEL CIRCUIT LOADS INDEX (PANEL SCHEDULE). THIS MUST BE DONE BEFORE CONSTRUCTION IS 100% COMPLETE, AND PRIOR TO START UP COMMISSIONING. THE ENGINEER MUST GENERAL & ASSOCIATES 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH RESPONSIBLE TRADES TO CUT, PATCH AND REPAIR ALL WALL, FLOOR AND CEILING SUBMIT UPDATED "AS BUILT" DRAWINGS TO THE SUFFOLK COUNTY DHS BEFORE THE FACILITY IS ALLOWED TO OPERATE. PENETRATIONS AS NEEDED, TO MATCH. 2. ELECTRICAL CONTRACTOR SHALL REFERENCE PROJECT SPECIFICATIONS FOR ALL THE CLOSE OUT DOCUMENTS AND OTHER CIRCUITING RUN IN OR BELOW SLAB 4. ALL FIRE RATED WALL PENETRATIONS MUST BE FIRE STOPPED, INCLUDING ANY AIR PIPING, CONDUIT, CABLE TRAYS, ETC. REQUIREMENTS. I I ®ARCHITECTS - - -- 5. PROVIDE ALL REQUIRED PULLBOXES AND MISCELLANEOUS HARDWARE FOR ALL CONDUIT RUNS. ALL CONDUITS SHALL BE PROPERLY CONDUIT RUN UNDERGROUND SUPPORTED. ABBREVIATIONS: LINE CIRCUIT BREAKER 6. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. 62 Elm Street 7. BALANCE PANELEOARD LOADS EQUALLY OVER ALL PHASES. A AMPERE GFCI GROUND FAULT PB PULL BOX DISCONNECT SWITCH. 30A-3P NON-FUSIBLE Huntington, NY 11743 CIRCUIT INTERRUPTING UNLESS OTHERWISE NOTED 8. ALL ELECTRICAL BOXES AND PANELS ARE REQUIRED TO BE NEMA 12 INSIDE THE BUILDING IN DRY AREAS AND NEMA 4X OUTSIDE AND IN AIC AMPERE INTERRUPTING CAPACITY PH PHASE (0) ®, FUSED DISCONNECT SWITCH. 3OA-3P WET AREAS. ANN ANNUNCIATOR GFI GROUND FAULT UNLESS OTHERWISE NOTED Telephone: 631.367.0050 CIRCUIT INTERRUPTING PNL PANEL 660AAF SWITCH & FUSE SIZE. TOP NO. INDICATES 9. PROVIDE LIQUIDTITE FLEXIBLE CONDUIT CONNECTIONS AT ALL EQUIPMENT SUBJECT TO VIBRATION. Fax: 631.367.6636 10. ALL PANELBOARCS AND ELECTRICAL DISTRIBUTION EQUIPMENT FURNISHED OR UTILIZED UNDER THIS PROJECT SHALL BE PROVIDED WITH BKR BREAKER J JUNCTION BOX PWR POWER SWITCH, LOWER NO. INDICATES FUSE SIZE BLDG BUILDING � CURRENT TRANSFORMER PHENOLIC NAMEFLATES INDICATING THE PANEL NAME AND WHERE IT IS FED FROM. JB JUNCTION BOX RGS RIGID STEEL CONDUIT G1ambertoneArchltectS.com 11. CIRCUIT NUMBERS SHOWN ON PLANS ARE FOR REFERENCE PURPOSES ONLY. C CONDUIT KCMIL THOUSAND CIRCULAR MILS RM ROOM SPD SURGE PROTECTION DEVICE 12. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. CB CIRCUIT BREAKER Q KVA KILOVOLT AMPERE RTU ROOF TOP UNIT 13. THIS PORTION OF THE PROJECT IS EXEMPT FROM SEISMIC CONSTRAINTS AS PER BUILDING CODE OF NEW YORK STATE. CKT CIRCUIT KW KILOWATT SPEC SPECIFICATION 14. ANY DISCREPANCIES SHALL BE DIRECTED TO ARCHITECT OR ENGINEER PRIOR TO BIDDING. WHERE DISCREPANCIES CANNOT BE RESOLVED CU COPPER E M FREEMAN ENGINEERING, PLLC� PRIOR TO SUBMI-PING BIDS, CONTRACTOR TO PROCEED BASED ON MORE COSTLY OR RESTRICTIVE INTERPRETATION. LRA LOCKED ROTOR AMPERE SS STAINLESS STEEL �g R� D S DISCONNECT SWITCH MAX MAXIMUM SW SWITCH 3555 Veterans Memorial Hwy GROUNDING NOTES DWG DRAWING MCA MINIMUM CIRCUIT AMPERE SWGR SWITCH GEAR Suite Q f Ronkonkoma, NY 11779 "'-,% . `�� 1. GROUND ALL ELECTRICAL WORK IN ACCORDANCE WITH THE LATEST STANDARDS OF THE NATIONAL ELECTRICAL CODE. EC EMPTY CONDUIT MCB MAIN CIRCUIT BREAKER TB TERMINAL BLOCK W: 631-648-0577 � 2. ALL GROUND CABLE SHALL BE STRANDED COPPER WITH TYPE THWN INSULATION AND GREEN OUTER TEXTILE OR COTTON BRAID JACKET. � EG EQUIPMENT GROUND MCC MOTOR CONTROL CENTER XFMR TRANSFORMER freemaneng@optonline.net 3. GROUNDING CONDUCTORS LARGER THAN #6 SHALL HAVE A MINIMUM BENDING RADIUS OF 12". GROUNDING CONDUCTORS #6 OR SMALLER ELECT ELECTRICAL MH MANHOLE TYP TYPICAL SHALL HAVE A MINIMUM BENDING RADIUS OF 8". EMERG EMERGENCY MIN MINIMUM UON UNLESS OTHERWISE NOTED project: 4. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC EMT ELECTRICAL METALLIC TUBING CONDITIONS. MLO MAIN LUGS ONLY V VOLT OR VOLTAGE 5. ALL GROUND CONNECTORS SHALL BE TO A CLEANED AND BRIGHTENED METALLIC SURFACE. UTILIZE STAR WASHERS AT GROUND EQPT EQUIPMENT MOCP MAXIMUM OVERCURRENT VIF VERIFY IN FIELD The Enclaves CONNECTIONS. FDR FEEDER PROTECTION W WATT 6. ALL CONDUITS TO BE GROUNDED USING BONDING BUSHINGS AT EACH END. FBO FURNISHED BY OTHERS NIC NOT IN CONTRACT W/ WITH 7. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. FLA FULL LOAD AMPERES NITS NOT TO SCALE W/0 WITHOUT EXCAVATION NOTES: FLR FLOOR OC ON CENTER WP WEATHERPROOF 56655 Route 25 GIRD GROUND P POLE 1. FOR ALL UNDERGROUND CONDUITS IN AREAS OF EXISTING ASPHALT OR CONCRETE, CONTRACTOR SHALL "SAW-CUT" PRIOR TO Southold New York EXCAVATION AND UPON COMPETITION OF WORK SHALL BACKFILL, REPAIR OR RE-SURFACE AREA TO MATCH EXISTING , CONDITION/MATERIAL. 2. ALL EXISTING NOT AFFECTED BY THIS PROJECT UNDERGROUND SERVICES SHALL REMAIN ACTIVE. DRAWING LIST job number: 3 aPMAO KOOUT AND COORDINATE WITH N TITLE � VATION THE A 16-0037100 ALL UNDERGROUND UTILITIES WITHIN THE ENTIRE AREA OF WORK. DRAWING o b. PERFORM GPR (GROUND PENETRATION RADAR) SCANNING OF EXTERIOR AND INTERIOR NEAR AREA OF WORK. c.. OBTAIN WRITTEN APPROVAL FROM ENGINEERING PERSONNEL OR DESIGNATED AUTHORIZED PERSONNEL. EO.1 ELECTRICAL SYMBOLS & GENERAL NOTES date: d. NOTIFY ENGINEERING OR DESIGNATED PERSONNEL AT LEAST 24 HOURS PRIOR TO ANY EXCAVATION. e.. PERFORM ALL EXCAVATION WORK IN ACCORDANCE WITH OSHA STANDARDS AND PROCEDURES. TRENCHES SHALL BE BACKFILLED WITHIN E4.1 ELECTRICAL SITE PLAN TWELVE (12) HOURS. E4.2 ELECTRICAL ONE LINE DIAGRAM & DETAILS 09.29.23 80% DD ISSUED FOR REVIEW 5. ALL UNDERGROUND CONDUITS SHALL BE BURIED CONDUITS WITH WARNING TAPE EQUIPPED WITH METALLIC TRACER. IT SHALL BE 10.04.23 50% CD ISSUED FOR PERMIT PLACED BELOW GRADE DIRECTLY ABOVE THE TOP OF CONDUITS. 01.10.23 ISSUED FOR PERMIT 6. UNDERGROUND CONDUITS SHALL BE INSTALLED USING INTERLOCKING PLASTIC BASE AND INTERMEDIATE SPACERS BETWEEN DUCTS TO PROVIDE STABILITY AND RELIEVE CONDUIT STRESSES WHEN BACKFILLING TRENCH. SPACERS TO BE SIZED TO PROVIDE 3" SEPARATION BETWEEN CONDUITS AND SHALL BE INSTALLED AT MAXIMUM INTERVALS OF 8'-0". SCOPE OF WORK ALL WORK INDICATED ON DRAWINGS TO BE RESPONSIBILITY OF THIS CONTRACTOR. THE CONTRACTOR SHALL REFER TO DESIGN DOCUMENTS (DRAWINGS AND SPECIFICATIONS) FOR EXACT SCOPE OF WORK. IT IS RESPONSIBILITY OF THIS CONTRACTOR TO IDENTIFY ALL NECESSARY WORK, PROVIDE EQUIPMENT AND MATERIAL REQUIRED TO COMPLETE THE PROJECT. IN ADDITION, THE CONTRACTOR SHALL VISIT (PRIOR SUBMITTING BIDS) THE PROPOSED SITE TO EVALUATE THE SITE CONDITIONS, UTILITY SERVICES ORIGINATIONS. BELOW ARE HIGHLIGHTS OF MAJOR/KEY SCOPE OF WORK AND/OR REQUIREMENTS. REFER TO DRAWINGS AND SPECIFICATIONS FOR FURTHER DETAILS: 1. THE INSTALLATION OF NEW UTILITY SERVICE FROM PSE&G (INCLUDING ALL COORDINATION FILING, ETC.), C/T, METER, MAIN DISCONNECT, GROUNDING, ETC. 2. CONNECTION TO GENERATOR AUTOMATIC TRANSFER SWITCH (NORMAL SIDE). r .o �D•0799� �� Rop�SSIOTA " Status: Issued for Buildimzy Permit copyright: © 2023 AVGA THE COPYRIGHT DRANNINGS,SPECIFICATIONS, AND OTHER DOMMENTS PRF?tRI:D BY ANDREW V.GIA\BERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMT-NTS OF AVGA. THESE DOCUMENTS ARE SERVICES FORT I IF USE SOT,FI.I'VITH RESPECT TO THIS PROJECT UNT rSS OTMWISE PROVIDED, AVGA SHALT,BE DEEMED THE AUTHOR OF THESE DOQZIENTS AND SHALL RETAIN AIJ.CO�RfONI�lX',S1'A7'U7'ORY AND OTHER R1'SMT,D RIGHTS THAT THESE DOCUMENTS SHATJ, NOT BE USED BY THE OVN-M, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PRCIECT, OR FOR THE COMPI,FTION OF THIS PROJECT FOR OTIfERS. Is':t 71t::,',L`;asxn;3:;c.:'._� II;I:'N't'.1_..,'i.. tide: Electrical Symbols & General Notes scale: As Noted drawn: AG 001 - .- 0 0 - ,."': .., � .... i,�....� ., . ,,. f,�� I 7�.�� . , ,I , ,- ,, , � �,t:,t ,��;��, I,.I, ". A,i,��,��t' 1� "I � - � -I �" ... . , ,, . � �­ , , '­ , 1," ';, I�:, tltI� , ,, , ,,,, ;JiI ,1��, � ��'i�,��,'�',', 'i, " t,�.,, ,," ,!�," t '... 1, - ,� ,r � ­"�,i It,,�, 11. , - `�, It" I �',I�,, .,� �� �t ,:, 'I ��, il ": 11I��4',1:1�1 1"I 1� z 1�._11 �- . .1. �'#I_`,z �'. 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'.'' . , LAND NOW OR FORMERLY OF I '.- _tN - It , �, ''.\� :: I , ,,\ , , , \ � xl� .., ,,� ,." .V - . .11 L e,el � " . 1�. it - __,4 V6 I - .� : I � �j I z _\ , ��."I' __ , I _�`1�1/ : ; i . ", '. � , , , - 11 I * -.-- i I"' I . I,I ­­1 i.�:.:.........i z � �, ,� __ . ,,��_� �g - L C MASI' i 1. CONFIRM EXACT PAD-MOUNT XFMR LOCATION WITH DESIGNATED lk 11"ti: 41 .� ., � 1�? � - . : . . ,/ f\K _,:fi,iii, " , I � �: .. : ­. " !P�i��""�I'., I 1-1 -, -t I "'- " I.) I IkRX�Qi"'.. �If, I i - H, .1 . � I I ..�__�_, in '11\.� ,_ , , : i "I , ., PLIGIEN TOMAS! i I \� - , . � 4"',- "E] __;,.:,i� ___.%!i_%_', . � , 1�� r== , . ; "I "'.,t Isk, -, L:Q A 3555 Veterans Memorial Hwy I 11, \,I . ,I,"\ .A _.. � -------_ " I �� , ­ : nr., I I , . "I :4 : �. " I : , . : �� : � � "t. ,�,,�I',16"",.-it+1\---,1, 1, z 7+.; 1 , : ELECTRIC SERVICE TO BE COOORDINATED IN FIELD WITH PSEG. I � I i....­" I : .1 - 7 i �i J�!;! !�_ 1 : i � ".4'..-t "', + . � ­ : 7,','.i:-. ��� , TZ,!! 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I �, .+ 11 - - �_ . � [. ,._-�'i , t I � " � � ' -k j ___MW It _1 , / I 11 j A 1� I OV.P.t't,ili\j ��­%�!....1*1 , I _.11 � ,�� .11 lzi," I,.--. � tS I 11 � , , F i 1. 1 2. PROVIDE NEW PSEC APPROVED MANHOLE. COORDINATE LOCATION WITH � \L.�; \ \, - , - ... it ._,_ , I i I I _j["li 1_1_1 I c ­ _ ,�i:`\__ �� ...........� �� _�tl A V , I _.... _,� [ ..." I door ,�11�!!! I �t � ,�,;"I ,�, / , . , 'k I , .- : 1 I , --� it","-,, J���:�.""1�.............:0 � I., , , � � �:� +__ti,.%.\ __ ... �,,� , �._�I--,�,, :t .��.�l4��]�k�.'�,�,���r--"��,'-�'���]��--'--'���.-',,�f�. \ It tt % i t � z , � _ � , i . 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I _. . , 4 , ­ i 1 t t " "", L ___..___..___ .....1, - ... ....�, MH: 14 Le ­_111,\ - - � 1 " , i t I it %, , " : : : : : t : ; ; : : t 4 it ..�,", \ . $ � 't . : t - :, � I itI .. ,it I '. i <1­ �1::�::�:-��',�]',�',�;� _�.,( � t -. M11: , �It I- " THERWISE NOTED. , , _, % : : : : ..,t.,�,, 1::t­:::Q:IiQ:01*1 �, T 4 1. ALL EQUIPMENT IS NEW UNLESS 0 __ 1i : z : t : : : : I ,AzF,fZO�Y,,f�K,�t,o , , � W" pro � --..,. vit � I J : � i : \ \", + ,, � � ­ -+" .', ' -"' �q R 4 ­� I . t I t I : i , : t "' 71\\, : , ,,% "I 7 \ 11 �� 1 F, .+. � �1`1111 1111111 ",\\,, , .: -7" - -.. 11 +I. , k I - t t- � I � ��,\�'�, �� ,,11;1� I - . I'­�-� ,, I ,�� -i" N, � - : ,,� 11 ­ t, � " -, _ .'r,I 11, 4--I % I�., � ,� I I `1 I� �-N� - , � 1 ,� " ,�, __, I AND NOW OR FORMERLY OF _ 1� - . ', : : i � �i,-+, ++,� - " t, � ., . 1, .. -- � k 'i "t k � �.... ,. � Q) 110, . - �M__ ....... b , "+ I \ j : . . : : 1­11 � �' - I .---..- .11___1­P.:`�--_'_",,��_ 4-_;,.,��-.'-..'.'1Z1_:�, ,�­ ---"-- r"it- _<\^_____" 11 �-% ,,,�i�,.' Jk,,,',,E7 L RYAN! : i 2. ALL BRANCH CIRCUITS AND FEEDERS CIRCUITS SHOWN SHALL BE , " �, , . t .. .1� , , . ; It t I, ::q:_­:::::: � ,. , , , .. 1 I : ::L:,:: , - Viizz.kk it, , ."'It" : ,��-,- i - S,C.T.M NO. 10:00-633-03-13 I � I Illk-­ INSTALLED BELOW GRADE, UNLESS NOTED OTHERWISE. , . � I �_\ .,�l - " ii� �__I, �,+­...... ..._`+_ ,_­'� ..'­` 4-.4", , ............ . � _'j, I,I�',,,,, ��11' I I ,�- � -it,,,t_ 1*1_1­ <IttI­1 ` <_­ -I��Iiil ..... 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PROVIDE ALL NECESSARY PERIPHERALS TO OBTAIN A COMPLETE I ; � ,+ ,� V't, i \,,,/ ; � : ,,_I"N i i i i I i : 1 1 1 � --- ",�-" I I _ �,,1%i- -�-_, f. t ­ '111. � .1 . : : . i i I i � i : t . ­> I _1> z .:,.,.��:r. i'�­_ , `1, ti : � t : t : I I 1 11 z ", _1'.11­ ­z�­�uet,g o:.ti�,, �i,­.0, - ­1'Ik, 114 : , � __ ,�,:,�A;*,f�i " _f,,�.Iss'.F�V,­ 'It� N ! - ­­=M7 `I i 11,IA _ `\�`;Ii 'N it i i 1 1 1i 11 I I I I ­,��.:'._,:77�,_- _z:=._ __ e I ., . : : % , ;!,�, I -, _ i i t: : : ­�'. '41�.,iik:I���i'i...i",f�t,,!­�3 i�.,,�:: c,- .4 Q f:.'ll I ,,� WORKABLE SYSTEM k . I . � 1 ", il r i i i i ,2 11� -"\% 1 i I t; %\ i. I I - . t i i� t I ii �- tt . " - -i�.--"-­1_114 "'" , .. ; _,�,_ 1 1 1 i 11, : t\�, "�....­1 . ­1. .. - _...... i��___.__________\\" 1, ,,,�A 1, t i i i : i _111 i i : -1 I ,;'­ _ I * , it ! 1 ! L'- I -�,� i - 1, .,v.i,t--.,. I ,17� , , i 11 , � , ,I, t , ,� i i tz � ­11. \ : 'I: : - , , t i i I ��, , 1­ : , � _�"�", - � I'� -------\11, , I 't, -i::t=_______.... ;- ­ 1. Z'��,� ' ­­ I 1, � IW I I �� I ,, �­ J. _1 . ,fn4l" 1 , �� ; :: 11--J7, ii 1� / , , 1� r \ \ � .",p?!\� � 4. REFER TO DRAWING E4.2 FOR CONDUCTOR/CONDUIT INFORMATION. - , , , -," - _­,_ z . - , , , , ` . \ , , , � , - " ---, . - � ­�­­ - , - , , I �, .`u N :�:��=Mtl%=­-­z........:�.....I �J,�jjz.� 1 I ------: 1.........-i............I........=1...........­�__' *=_,�:Z.�:I_�� aiiL-, ­_..-`R ,,,.�,���.(�.....%-�---\�;,?",.,."...-,.",�,7-�\��, ­_ ­+ -,-,t--.,\��­--.,��,,it�_,-\t"��/�-+e-- , , " i I " � � ,X �, , - , i _, , \_�, -," �4,1= � ."\ +', -, XP !_`_`_i � \ 1-3 s'.-i"\ar� I 11 - �­­­...I....­ 1, 11, ,-,, __, ,,�', ,i,­_`­t._ ,�­ , ....�'. 1, --'_­__1�_v i, -,- ,----- ... , I � 11 , , ,,,, 'A >,i__ ­,it­�_ - .., �_:# ,,,N,,__ 4 +: . - .j,( , . , I ­._­1­._1.­.____., -_ � ,'.­-_ -,--- -1­4\", ,-, , , , f ,�E - .1 .1 ` ­11�� i - I I I / , - IL"7 .. -_ " -��\ I �i , �� -, -111, I _f �r ___ , , >Z,� \ r, 44� "`i � A %,.,,_ty...__'_,,�4'g�- , ­-� r __ I,----"- \ ,�b' 7 IT ,—,---- -, "' �,,�. III --"", 1 , I ` , _____....... ._ - A \,� �,, . I , -1�4'.,_.......____ ___.I-'.,�11...�,_,��.,_ .'k 11 \ ,�___�_....�\\\\,,/,��,......\.\�,\\"� _......__......1�', ................. ­­....7­­:�",+�_...�......� , 5. COORDINATE WITH CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. / , '�' " - i`1tL__1,,,_,'__.:i­.,L . f �, 'z t�(,,'., , , 11.­41`"' 4 * � 11'..,�'.7.,�1\ ­ , -\ �%i� \��/ .�.....� 1. I ­', ­­ ,,/.......� ...,.`��-�-�-,,,� �---�_________ \ 4,\" il I ;I , ______'z '� '�41 'k _. I - ,�i ­ , S� .� _z:, ,_", � 'z ` , 'N' \ .. ......... .......­:�,iZ­i:_ __ q­ �44, 11, - ,�\,." , , 1 " I ,�- � \� , t �, I �4 �) - . ��,,-', , / 1�� ____ � "1 Z�, 11 :zz� =nn _­..._.._4 ...... '45�\ �.,K Is-.1--... 7T ,�,:I+ \ � � _...� ,_ - - ��,. __+'t, �,, ,� , \ III- f"""""","",-,'ll""I'll.-I'llI , , , " , ��__,_)�_,_ , - .-'�\ � "_� , .\ ____________ I , t...\_,,� ,,"_._,A _ , .1 � - " \, , \ ­_i I " \�,� I ,u - -_\ \ i �, ,,�_\" �__ - I . __ i I � '� "Ill" i \.��,_, _1­-­-1.",.�,___­ ­­\�-1­'1&,.___ ..1.1 _�,Uzl...._\ I _�__,_� 1'�....z:0 . T;I "" — � _...�... I 11 -, i7ttt.", --.--,--, 'i;', I- ;4141_�,_, _­�� � � * k\'\ I_ ,+I�--X 11 N I - I ­ _ I - , ­1;­ I -/, �I. 11�_ k— 6z I In,,1� �' '_ ! V�__ f1c ­­_ t� \ , , "...� I 1- 1_11�1 ----­­----__1_1.1__1_______________ I � ,'A i , . - I ________ 6. ALL EXTERIOR ENCLOSURES SHALL BE NEMA 4X. 56655 Route 25 1 it / "', t�III�:,;.� i --"I--, ., - ------, A i / \ � I ,,�, i -,.-----, ­­,� i " 1 '�r ,_� _____ k �. ......>/ 1 <,j , ! I t I Cf, � I t t c' 's, ; tIl...... % t ,­ � \ �, . / Southold New York I % z '­ , I . . ­� , ; I � % 1 5 ,,.zl 11 I �'L ,,,q, I", it It LAND NOW OR FORrVIERLY OF - / - GENERAL EXCAVATION NOTES I, i CHARLES ki�V'0,11TZKE , , I � ,,--,I- �t._........—1-11­1­1......_ I SCALE, 1' = 40** I ... % k__ - �-.11­11­%' S C.T,M NC), 1000-63-03-28.1 1. ALL INCOMING ELECTRICAL SERVICE WORK SHALL BE IN AC . .- `7 _�� 1`401-117,f,�� 77, , �',"7 . " ��ii` ,� - � , (P,,1PROVED, CEED TO PUBLIC WATER,1 WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION. ob number: � 11,34' j � � I ­i- ,,-,.I__ -^-..--,11__ 2. FOR ALL UNDERGROUND DUCTS IN AREAS OF EXISTING ASPHALT OR 16-003/7100 CONCRETE, CONTRACTOR SHALL "SAW-CUT" PRIOR TO EXCAVATION. \ AND REPAIR TO MATCH EXISTING CONDITION/MATERIAL. I , W't\�� -mm-�,�\�,m-�--�-W'�\,k�.tom,\�,§-tm�,\��,l�k\, ,fV�­�\' .***­",. \gt \ - -,,-\ ,0110 s date- - , " 4_7 ,r\x,�-C,.\,\-�,�-"\%-,q,�,��"\"-§"W"-,�,,��'\�,,�"-,�\,�....`��', i�if+ '\�§+=�Iffaw��'q ,%,%�\\f"1q=-f1-V,-\,i4 ��,-,::��_, ,��s-W,,,,,,�f-c\',",\�,tv,,M�,.",\�.\\\,E"\�"M-,\�5�"\=,'*-M,,,�,�,�\��-w,,,,�-9,\�,�\1\19-*,k.,\\"M-\�,.",\M���\�-or,�\�.g�w"��.i"t,\\\\M+§.\\k\�," ,\"M,t-*-7�\,*i-#,\"Wfi-�,rr\\,-%III ­ ,�l-.-".---.--�.,�—...---.—.-,—,-,— 3. COORDINATE ALL CONDUIT ROUTING WITH CIVIL DRAWINGS, CONDUIT It \ r7\', ---,""—",----,----,"--,--,""—,,--,-"-,—,-- � \I, ,\�, ,­-­--­­.__,_­_ —, /;_­­­_____,__,_­ DUCTBANKS SHALL AVOID ALL- COLUMN FOOTINGS AND BE ROUTED 1, i �1. LOW ENOUGH TO CLEAR WALL FOOTINGS. I , \\% . �� - t, � F-1 0 il /_ 09.29.23 80% DD ISSUED FOR REVIEW \ '. 1; '"" ;�:1__Iip�71` / 111 � �, 4. ALL EXISTING UNDERGROUND SERVICES SHALL REMAIN ACTIVE. 10.04.23 50% CD ISSUED FOR PERMIT \ "I '. - I \ 11\1 *� _____1________­­_,_ ___.......1_­.____.­,--�,�.,�..,----.-.-,.---.�----�------�----------­__/____________1..---------------"---.------.-- I---_.,�� 1. _,___­____.1­___--------­­------------�.---.�I.I....-,-,,-.-.,---.�.� r­­11.......______­___. ­_­­------........--------,�,�..,--..--,--.-..�.-,/-:��:�::::�..--­,==7::::=_...._=__,_ _­=­- -I t",­_ I .............I.......�...­................�.....�.....­­­..........­­­ ... �......____ I.....­­__........../........ __ _...... ...: . :f-- - -----------­­ ..�:7 �-- I it 01 .10.23 ISSUED FOR PERMIT :: t 1. ,I t. 5. PRIOR TO EXCAVATION THE CONTRACTOR SHALL: - IV 'k o . I t t : I :� / . I ­-'I :: a. MARKOUT AND COORDINATE WITH ALL UNDERGROUND UTILITIES I ti \ _� . I - I-- i it - , � i � ­ :: / I I - :: _ __1'11 ", I __ , :: Z � i --I- � : WITHIN THE ENTIRE AREA OF WORK. ,__ 1� *1 . 11 -1 �, t / I .,-, � I 1% % I t: b. OBTAIN WRITTEN APPROVAL FROM SITE FACILITIES PERSONNEL OR \ I" --.-I- :� / I _ i :: I *if, . . 1: I 0 " Iti .__-- it / DESIGNATED AUTHORIZED PERSONNEL. NOTIFY SITE FACILITIES it ­ � _-- \ :4 :: I- - . __ t: / PERSONNEL OR DESIGNATED PERSONNEL AT LEAST 24 HOURS z: � % 4, - _�� :: ,", � \ it \ '. - � t: / it , . :: PRIOR TO ANY EXCAVATION. _ i 'k it k I I, , it , / � ,I 1\ . t I k, � it ----- �.....L _/�..../...../..-,%��&��/�%��.�,�/�����&��%%�� c. PERFORM ALL EXCAVATION WORK IN ACCORDANCE WITH OSHA I ��I L:...�..........._ ...........__....__........._..._.....__��_�� -, � � I , .,__�;, � \k( , , '. / ,__�::.,.:��:_":.,_-'-- �, � kt� It �,., , , ,5-.'--- _ . ,_�_ , _ , "Y' �Y"_,_ _�� EDURES. TRENCHES SHALL BE BACKFILLED .V,�..-.II..-.,i,_, , _ _i:�, �, ....� ", , I ""�� \1 / /....� -------I i".� 1�1� \ , . . ",\\\\ ,;,e�� FORTY-EIGHT (48) HOURS. \ % I 1. N111 \ / I/ . - I * � I <I- \\\ /I ", 5��A� It.�I 1 , / \\ ,X I,— , /I % 1­ k, - / 6. DIRECT BURIED CONDUIT SHALL BE BURIED MINIMUM 30" BELOW THE � I:1 �# 11 ,­ "I ./I � � ,� �� ,,N'__._'�,�. � �,11 / \ r'. ./\ ./ GROUND SURFACE. WARNING TAPE EQUIPPED WITH METALLIC TRACER , , it . - % I ­ ­ "I \� 4- ,�, " � � 'I 4 ,,,� V_".'_-_i`t::_-2­1 � ,-I-,--- `i it \ �1, / 1\11 H111", , ELOW GRADE DIRECTLY ABOVE THE TOP OF I I ., ...�1:---------- ,fI�1_ 1, 11 I V, , ...7 , � ,\\ --- ­_­ / 11"\ \", ,V. 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(AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA, THESE DOCUMENTS , �1 . ,�. . 4 t 1 - - , �I " \ - a : !C- 17 - 11 _ .1 I AA � % .�. 1;, ,-',,z,,�, ,,, 1,,, -4 ,,�� -4 ARE SERVICES FOR T HE USE SOLELY WITH RE SPECT TO THIS PROJ .UN ,SS , ** .`��' � t, ; , � - , _ , - I 11 '.1"_ N Ni t z .11 I ECT 11 . : , - - , I / , !� . ­it t 1. . i , ­ ­­ 1, -11" t i bi ,. i , --..- T 'n' �>* � 1.­_-1---- : r z OT71FRIVISE PROVIDED, AVGA SHALL BE DEENfFD THE AUTHOR OF THESE I 1- " � %� / & J DOCUMENTS AND SHAIJ,R17-rAIN AIJ,COMMONLAW STATUTORY AND OTHER ,,� ..:!,:_-:-.-:z _'*�::!­ --x'' ­111 ;_�� � , A \� , . ! : 1. , �i i z ,if ­ - /, / , k 0 ! . 4 , : i : I I 'A" I \\ I 5-*-""ji RESERVED RIGHTS THAT TTW.,Sl',, DOCUMENTS SILUJ, NOT BE USED BY THE , "' / ;" 4 1..............................................­.............. 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STP SERVICE SHALL BE TAPPED OFF THE TRANSFORMER SERVICING THE ANDREW V. 4#350kcmil in 3" PVC SCH. 80 HOTEL. CONDUCTORS SIZE INCREASED TO COMPENSATE FOR VOLTAGE DROP SHEET NOTES GIAMBEJLV. JLONE 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. & ASSOCIATES 2. PROVIDE COMPLETE A WORKABLE ASSEMBLY FOR ALL SYSTEMS. TEST FOR PROPER FUNCTION. PSEG APPROVED METER 60KW, 120/208V, 3PH. 4W 3. ALL EXTERIOR ENCLOSURES SHALL BE NEMA 4X RATED. * ARCHITECTS EXTERIOR NEMA 3R NATURAL GAS GENERATOR 4. COORDINATE ALL CONTROL AND SENSOR WIRING WITH EQUIPMENT IN SOUND-ATTENUATED ENCLOSURE MANUFACTURER. STP CONTROL BLDG INTERIOR (INSTALLEDDERIVED POWER SYSTEM)SEPARATELY 5. COORDINATE UNDERGROUND REQUIREMENTS WITH CIVIL ENGINEER AND SERVICE 62 Elm Street PROVIDER. Huntington, NY 11743 20OA-3P-24OV-65kAIC 6. COORDINATE MANHOLE REQUIREMENTS; TYPE, LOCATION, WITH PSEG PRIOR TO 4#10+1#1OGRD-1" C. SERVICE RATED FUSED ORDERING AND INSTALLATION. Telephone: 631.367.0050 SWITCH W/SOLD NEUTRAL 20OAi3P GEN 7. ALL CONDUITS RUN UNDERGROUND SHALL BE PVC SCH. 80, UNLESS p Eaton SPD-1 00-208Y-1-M 200A n OTHERWISE NOTED. WHEN THE CONDUIT TRANSITION TO ABOVE GRADE OR Fax: 631.367.6636 OR APPROVED EQUAL, SPD OUTPUT C.B. ABOVE FINISH SLAB TRANSITION FROM THE PVC SCH 80 TO PVC COATED GALVANIZED STEEL CONDUIT. INSTALLED BETWEEN UTILITY SECONDARY AND LINE SIDE OF 4#4/0+1#4GRD-2 Y"C. 4#4/0+1#4GRD-2 Y" PVC SCH 80. GiambertoneArchitects.com SERVICE MAIN DISCONNECT) 1#6 AWG Cu TO N E 0 0 GROUND ATS L M20OA-208V-3P-30-4W 1" PVC SCH 80,W/START SIGNAL 65kAIC WIRES PER GENSET AND ATS 9 MANUFACTURER SPECIFICATION F E M 9 FREEMAN ENGINEERING,PLLC 4#4/0+1#4GRD-2 Y2"C. 3555 Veterans Memorial Hwy Suite Q 3 Ronkonkoma, NY 11779 W: 631-648-0577 freemaneng@optonline.net PANEL MDP 20OA-208V- 30-4W-65kA!C ATS, EMERGENCY GENERATOR project: AND MDP PANELBOARD ARE DONE BY STP CONTRACTOR The Enclaves SINGLE LINE DIAGRAM SCALE: NONE 56655 Route 25 Southold, New York job number: 16-003/7100 date: 09.29.23 80% DD ISSUED FOR REVIEW 10.04.23 50% CD ISSUED FOR PERMIT MAIN SERVICE 01 .10.23 ISSUED FOR PERMIT SWITCH ULIcULSystem No. C-AJ-1421 I #1 Cu N RAW (GREEN)SULATED CABLE BOND TO THE BACK F Rating2 and 3 Hr See Item 413 N OF MSS (TYP.) #6 RHW (CONTINUOUS) -T Rating = 0 Hr ) IN 3/4"CDT. (EMT) g TO NEXT STEEL COLUMN VIA BOND LOOP All, L DRIVEWAY, SIDEWALK 4B 413 OR TOPSOIL TO MATCH 2 1 SITE CONDITIONS. —.F—BLDG A ..__..... —� EXTERIOR PSULAILD RHW (GREENE OR :::::: LN CABL CRUSHED STONE IN 3 4 CDT. EMT — '}�Q GRANULAR FILL #6 RHW (CONTINUOUS) WATER MAIN A MAIN VALVE STREET SIDE @) /\\'\,\ \\J\r 3 / .�// //, �.,. . Z UNDERGOUND WARNING TAPE f SECTION A-A ;\ \ ' ��� _ HEAVY DUTY GROUND CLAMP COMPACTED SOIL %\\�\��\� j\�\\ 5 A 4" AND LARGER OZ GEDNEY TYPE CG 1 RHW Cu %\. 1-1/4" — 4" (BURNDY TYPE NSNT/NHNT) 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) \ r OR (DOSSET TYPE UPT) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. (152 mm). 3 POWER CONDUIT W/CONDUCTORS /� rr 2. Metallic Sleeve — (Optional) Nom 6 in. 152 mm diam or smaller Schedule 40 or heavier steel sleeve cast or routed into floor or f\�%�\%,\; CONNECTION WITHIN 5' OF ENTRANCE ( P ) ( ) ( ) ( ) g / . �-,fj. " i / / , ♦ / \F` \ wall assembly, flush with floor or wall surfaces. 3 SPARE CONDUIT \ 070 INTO BLDG. \,`\y -;\,,%' a., _ 3. Through—Penetrant — One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The ;�'../f' � .;: / ,�� % � `rO�� NP�� annular space between pipe, tube or conduit and periphery of opening shall be min 0 in. (0 mm point contact) to max 5-3/8 in. / f\ \\j\\�• \�� SSA GRADE LEVEL p ry g ) (137 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic _o • _ o _ o _ o o _ _ Q o o _ o _ o _ o _ pipes or conduit: may be used: P ( ) ( ) ( ) pipe. : \\ status: A. Steel Pie — Nom 4 in. 102 mm diam or smaller Schedule 10 or heavier steel e. B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. CONCRETE—ENCASED ELECTRODE CONCRETE SLAB (1 C. Copper Pipe — Nom 4 in. (1 mm) diam (or smaller) Regular (or heavier) copper pipe. E Issued for Building Permit D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. 6�° s" E. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel conduit. F. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT). MIN PAIN r copyright: © 2023 AVGA 4. Firestop System — The firestop system shall consist of the following: 1 '—1 0" GROUND ROD GROUND ROD A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into MIN THE COPYRIGHT DRAn'INGS,SPECIFICATIONS, AND OTHER DOCUMENTS 5/8"x8' 5/8"x8, opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as PREPARED BY ANDREW V.GIAMHERTONE AND ASSOCIATES,ARCHITECIs,PC. required to accommodate the required thickness of fill material. (_NVGA)FOR THIS PROJECr,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS NLESS B. Fill, Void or CavityMaterial* — Sealant — Min 1 4 in. 6 mm thickness of fill material applied within the annulus, flush with to OTHERWISE PROVIDER T D, , AVGA SHALL, LL,1XT B RESPECT T THIS PROJECT.O THESE / ( ) PP P O'I'IIF.R�X'ISF. PROVIDED, AVGA SHAIJ.BE DEEMED THE AUTHOR OF THESE surface of floor or with both surfaces of wall. For 3 Hr rated assemblies, a min 1/4 in. (6 mm) diam bead of fill material shall DOCUMENTS AND SHALL RETAIN ALT,COMMONLAW,STATUTORY AND OTHER UNDERGROUND CONDUIT DETAIL RESERVED RIGHTS THAT THESE HER PROJECTS TS FOR NOT BF, ONS O THE S be appliec at the concrete/pipe interface at the point contact location on the top surface of floor and on both surfaces of wall. OWNER, OR OTHERS, ON OTHER PRoJr:cls FOR ADDInoNs To THIS TYPICAL GROUNDING/BONDING DIAGRAM PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. SCALE: NONE i+)itCu' `i _?it'.:i1': i3^., `:�l '��!^ _\• t' A�>n ... SCALE: NONE FIRESTOP OF METAL CONDUIT/PIPING THROUGH 1: I, i}E15110Et,�' L' ?'1�,f]1=:�::�. -S' 1',,^�ii :•+. CONCRETE FLOOR/WALL OR BLOCK MALL DETAIL tale: SCALE: NONE Electrical One Line Diagram & Details scale: As Noted drawn: AG -14 • 5D1b3�. - �A 1 B C D E F G H J ANDREW V. I RT N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O- - - Q & ASSOCIATES - - _ _ _ _ - _ _ _ - _ I I 3 C ST ST I ST ST ST I T I I * ARCHITECTS —2 —3 —4 —5 —6 7 I , 55 SQFT/ ,1 12 FT/ 1 ,29 SQFT/ 1 ,29 SQFT/ 1 ,29 SQFT/ 1 ,08 SQFT/ 3 S FT/ ' 17. GAL 4.7 GAL I 40.4 L ! 40.4 L 1 40.4 L 33.7L .5 GAL = 62 Elm Street I I Huntington, NY 11743 I I Telephone: 631.367.0050 (7Da - - - - " - - 2 - - ,� ,- - - — - - — 2 - - 3"- RD - - - - 2 ® 3,r RD - - - - - 2 3„ RD - — r - - - - 2 3r, RD - - - - 2 — I Fax: 631.367.6636 ®3 RD ® 3 RD ® ® 3 RD I , I I I ! I I I I I GiambertoneArchitects.com DOAS-1 lO - - - - - 100 MBH —!- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I i I I I I I &12 - ' ! E FREEMAN ENGINEERING,PLLC 0E Mq ' 1 2 2 2 ' 2 2 1 2 2 ' 2 2 ' ' ' ' '`° 3555 Veterans Memorial Hwy (1::2�- - - t 1 0 MBH - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - ,� . Suite I � 1 1 S I I � _..� Ronkonkoma, NY 11779 - - - - - - - - - - - - - - - - - - I 1- 4 - 15 - - - - - - - - - - - - - - - - - � - - ! _ - - Otis } ` W. 63 6 8 0577 1 �. , INE�a ST ! S 1 S � S 1 S 5! 3 freemaneng@optonlme.net —g — 10 — /-11 —12 —13 1 .5 GA / - 1 ,062 SQFT/ 1 ,250 SQFT 3" RD 1 ,250 SQFT 3" / /RD 1,250 SQFT/ 1 ,027 SQFT rr ° 33_.1 -SAL - ® RD _ - - 39�AL ® - - - - -3� -GAt ® - '- - - 39—GAL- - —®_3 RD- -! - - 3-2--GAL- _ —� 3 RD - - - - - project: 16 3" RD The Enclaves ® 3 RD ST �ST ST ST ST ST 2 —8 —15 —16 —17 —18 —19 558 SQFT/ 248 SQFT/ 290 SQFT/ 290 SQFT/ 290 SQFT/ 248 SQFT/ ' 56655 Route 25 17. GAL 7.7 GAL 9 GAL 9 GAL 9 GAL 7.7 GAL _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Southold, New York I I I ! I I ! ! ! / ® 3" RD ® 3" RD ® 3" RD 3" RD ® 3" RD job number: ! 16-003/7100 0 ate: 08.21 .23 25% SD ISSUED FOR REVIEW MATCHLINE "8_" . _ _ _ MATCHLINE "B" Q 09.06.23 80% SD ISSUED FOR REVIEW —' zI 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW QI 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT I - 02.07.24 ISSUED FOR BID 0122.24 RE-ISSUED FOR BUILDING PERMIT 04.29.24 ISSUED FOR ADDENDUM NO.2 rl Hotel - Roof Plan 05.22.24 ISSUED FOR ADDENDUM NO.3 P2.4a SCALE: 1/8"= 1"-0" ��pF tvEtti r AR� S �PS����a� status: Issued for Buildinv Permit O KEY NOTES SHEET NOTES copyright: © 2023 AVGA 1. GAS PIPING UP FROM SECOND FLOOR. 1. SEE PLUMBING RISERS FOR PIPE SIZING. THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PRr?PARFD BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (A\'GA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. TI IESE DOCUMENTS 2. - 2. INSULATE ALL DOMESTIC WATER PIPING. ARESE.RVICESFORT1iFUSI:SOI.FI.Y WITH RISPECTTO THIS PROJECT.UNLESS OTHERVISE PROVIDED, AVGA SHALL BE DE.FNfFD THE AUTHOR OF THESE Q 4 4 q Q Q Q Q 4 DOCUMENTS AND SIIALL RETAIN ALL CONRIONLAW,STATUTORY AND OTIIER RESFRVED RIGHTS THAT THESE DOCUMENTS SHUI. NOT BE USED BY THE 3. - 3. COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH �- oNrNER, OR orHr=.as, ON oTIIER PRoJEcrS FOR ADDITIONS To THIS MECHANICAL CONTRACTOR. PROJECT, OR FOR THE COMPLEFION OF THIS PROJECT FOR OFIIERS. 4. - , ; - - - - - n - Plotted: WedncsdaV,Nfaa 29,2024-11:26am BV: kspear 4. ALL STORM PIPING TO BE PITCHED AT PER FOOT UNLESS rile: is\71oo\Ira«nil;les\Iln:r.Nc1,Avrs-1r0rl,1.\7looP2.4.dvs 5. - - - cr -- - --. OTHERWISE INDICATED. b b b title: i ----- - Plumbing Roof Plan -- A 1 1 scale: As Noted drawn: PF i bb Key Plan P2 . 4a SCALE: N.T.S. O 1 S T U 1 2 V W F G H J 2 M N Q I I = I z I I I I I I 1 I ST I - - - - - - - - - - - - - - -7 - - -2 STST ST 109 SQF�T/ -20 ST (-S'T':>� ST -27 -2834.2-23 - S Old 1JWI 1/ / _ ' _ 1096 S FT1 _ _ _ _ GAL 26 SQ 105 SOFT/ 743 SQFT/ - - 34.2 GAL R U 1 A RTU-1 1 8. GAL 3.3 GAL 23.2 AL , 0 MBH 150 MBB _ - - — - �— RTU-1 6 125 BH 2 3" RD 3" RD 3" RD•� ® 3" RD ® 3'i RD ® 3" RD g MATGHLINE ANDREW V. 021 / I 1 _ — I GIAMBERTONE � I 434 SQFT/ ST ' — 13.5 GA —25 ® 3„ D - - - - - - _ - - - - - - - - - - - - - & ASSOCIATES 1 I - -------- _� I 109 SOFT 32 SQFT/ I .3 GAL 1 1 RTU MBH , 3.4 GAL 3 RD 1 GAL 2 I ARCHITECTS 125 MBH 13 -- � -- -- _ TU�2\ / ® 3" RD _ _ _ _ _ '_ _ _ _ _ 62 Elm Street 7 MBH 190 S I , RD - - - - — - - 3 ' 5.9 GA ' _ _ _ _ _ _ _ _ _ - - - - - - - 15 , 14 ----_ -- Huntington, NY 11743 I RTU c 1 � I � I Telephone: 631.367.0050 � - 1 5 1 p 100 MBH I I I I I 3" R ® RD � - - - - - - Fax: 631.367.6636 GiambertoneArchitects.com I 16 I , 3- s 6 KEY NOTES) OV W Di I E h1.9 FREEMAN ENGINEERING,PLLC I I I — _ _ _ _ _ _ 17 1. GAS PIPING UP FROM SECOND FLOOR. .'�' `' 3555 Veterans Memorial Hwy I 2. VENT UP THRU ROOF. Suite Q --- - �" '� Ronkonkoma NY 11779 W: 631-648-0577 4� freemaneng@optonline.net i — 2 , — - - � I O 4" R / ' 217 SQFT 67.9 GAL proj ect: 4 4 - - - - - 20 - - I RTU ° —7 The Enclaves I67 M H 2 ' 4 ILI QI z � 4-Al I I — �I RTU—C-3 ' 56655 Route 25 110 MBH ST ST , -33 34 Southold, New York 328 SQFT/ 3� SOFT/ 1 GAL 1 GAL o- , - --- - - job number: 4. 16-003/7100 3" RD ® 3" RD SHEET NOTES a__-___-- 1 date: I - 1. SEE PLUMBING RISERS FOR PIPE SIZING. I -35 —36 - - - 24 2. INSULATE ALL DOMESTIC WATER PIPING. 08.21 .23 25% SD ISSUED FOR Wil i 52 SQFT/ 2 SQFT/ 3. COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH r - 09.06.23 80% SD ISSUED FOR REVIEW 11 GAL 11 . GAL MECHANICAL CONTRACTOR. 09.22.23 DD FOR REVIEW & COORDINATION -- 09.29.23 80% DD ISSUED FOR REVIEW 4. ALL STORM PIPING TO BE PITCHED AT $" PER FOOT UNLESS 10.12.23 50� CD ISSUED FOR PERMIT _ _ _ _ _ 25 OTHERWISE INDICATED. - 4 11 .15.23 FOR REVIEW & COORDINATION' — - - Tr- ® 3" R 3" RD - — 01 .10.24 ISSUED FOR PERMIT I 02.07.24 ISSUED FOR BID 03.22.24 RE-ISSUED FOR BUILDING PERMIT -- - - 04.29.24 ISSUED FOR ADDENDUM NO.2 349 SQFT/ 27 05.22.24 ISSUED FOR ADDENDUM N0.3 10. GAL — - - -- - - - 4 I KO 3" 3" RD I I _ TERRACE -39 -40 - -- - I 53 SQFT/ oF�CW - - -- - - - - - GAL _ - - 1 GAL- - - - - - - - - - - - �r r - - -- - - - - - - - - - - - - I - - - - - r - M 3" RD ® 3" RD 31 I I "s Hotel - Cottages Roof Plans ' P2.4b SCALE: 1/8"= V-0" status: � - _ _ - - - - - - - - - - --- - - - - - - - 34 Issued for BuMin Per ST ST I copyright: 0 2023 AVGA 1 —41 —42 I THE COPYRIGHT DRAIMNGS,SPECIFICATIONS, AND OTHER DOCUABNTS 1040 SQ 040 SOFT PREPARED BY ANDREVV V.GIAAIBFRTONF,AND ASSOCIATES,ARCHITECTS,P.C. p 4 4 q 4 q q q q Q q q (AVGA)FOR THIS PROJECT',ARE INSI'RU?,fFNTS OF AVGA. THESE DOCUMENTS o--- - ---- -- ----- -- --- - __-_ -�- - _ ARE SERVICES FOR T HE USE SOLELY IXTTI I RESPECT TO THIS PRO 1 CT.UNLESS 3 4 GAL 4 GAL o- --_l- ----r. T Y" --_-- I °^, _. "' .o. -__ ,r o - _-0 OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE I_ +•�* _ _\ - �I - - - - --0 DOCUMENTS AND SHALL RETAIN ALL CO'MMONI,AW,STATUTORY AND OTHER I o-- - - -- �-- ----- -I----- �- -- --�- -- --i- - i j RIiSERV'ED RiGIITS THAT THF,SIi DOCUDIEN'I'S SHALL NOT BE USED B}' THE __- OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS -- --"!' --- ---+ -'--- --- - PROJECT, OR FOR THE COI OI THIS PROJECT FOR OTHERS. �- - --- -- - I Plotted: Wednesda),,Alav 29,202d-11:2Gam B1: kspear 3 5 �- --- -> . , .. r .. ---_-- b b b b File: ):\7100\Dra«ing I�dcs\;I'I IL ENCI,AVLiS-1InT1?L\7100 P2.d.dwg / I 46 ST -43 ---- = - _-0 ---- title: -------- Plumbing 8 SOFT/ g 2.8 GAL =-0 Roof Plan _- - -- - - - - - - - - - - - - - - - - - - 36 - a. - -- scale: As Noted - -�-- drawn: PF - - - - I� - - - - - - - - - - -f - - - -� - - - - - 37 bb --0 t l - Roof Plan Key Plan 1 Hoe o0 P2.4b SCALE: 1/8"= 1'-0" SCALE:N.T.S. • FINISHED FLOOR a GROUND ° a4 a 4 ° a4 GAS JOINT 4 ° ° . GAS SUPPLY LINE COCK UNION a a a a a a 4 3-1/2" MIN. ° ° � � � ° 4 ° � ° � ° � � ° � VERIFY SEDIMENT TRAP TO 4 a 4 Q a IS IN ACCORDANCE WITH CONTROLS 4 . 4"x4"X 1/4" THICK HOT DIPPED GALVANIZED SECTIONS 408.4 AND 105. 1 " 4 OT DIPPED GALVANIZED NUT TO SECURE 4 3 PLUGGED 1 /8" STEEL PLATE EMBEDDED THREADED ROD TO PLATE OF THE 2010 FGCNYS AND MIN. NPT TEST GAUGE ° IN FLOOR SLAB TOP AND BOTTOM OF PLATE ° VERIFY ACCEPTABILITY WITH AUTHORITY HAVING CONNECTION HOT DIPPED GALVANIZED JURISDICTION STEEL THREADED ROD (SIZE AS PER SPECIFICATION) AND ADJUSTABLE HOT DIPPED ANDREW V. ° LENGTH AS REQUIRED GALVANIZED STEEL PIPE ROLL TO MAINTAIN PITCH. ° DRIP a a POCKET GIAMBEF"'ONE & ASSOCIATES ° PIPE SADDLE OR RIGID ° GAS EQUIPMENT TIE IN DETAIL INSULATION SECTION NO SCALE * ARCHITECTS .4 4 • PIPING 62 Elm Street ° SOLE PLATE — ° Huntington, NY 11743 (INSULATED PIPING ONLY) Telephone: 631.367.0050 Fax: 631.367.6636 SUSPENDED PIPING SUPPORT INTERIOR BELOW FLOOR SLAB PIPIqG- NOT TO SCALE GiambertoneArchitects.com PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR/HUB DRAINS. INSTALL VENT IN PARTITION OR CHASE WHERE SHOWN ON PLAN. HORIZONTAL VENT BELOW FLOOR IS NOT PERMITTED. IF FLOOR/HUB DRAINS ARE MORE THAN 5' MAXIMUM HORIZONTAL ON A 2" WASTE OR 6' ON A 3" WASTE FROM THE PARTITION, PROVIDE A TRAP AND WASTE LINE TWO PIPE SIZES LARGER THAN THE DRAIN/SINK HANGER SPACING OUTLET, WITH A REDUCER ON THE TRAP INLET, AND VENT WITHIN 15 FEET. M9 FREEMAN ENGMEMNG,PLLC PROVIDE WY E BRANCH OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE. ti (FEET) AND ONE—EIGHTH BEND COLUMN OR PROVIDE„ LEAD FLASHING CRIMP LEAD FLASHING Hwy PARTITION WITH 12 FLANGE MINIMUM NEATLY DOWN INTO TOP 'f: "3 r. Suit Veterans Memorial PIPE MINIMUM ROD WITH SCREWED COUNTER— _ FINISHED FLOOR Ronkonkoma NY 11779 SIZE STEEL COPPER SIZE INCHES SUNK ABS PLASTIC PLUG: AS SHOWN 2 1 /2 LBS PER SQUARE II___11 OF VENT PIPE ABOUT 1 1 I FOOT. SET LEAD FLANGE w: 631-648-0577 1/2 6 5 3 8 TAPERED—THREAD WITH I I ON FLOOR IN BED OF MASTIC. � I MINIMUM 18" ABOVE ROOF ��V�E,�aX`'� 3/4 6 5 3/8 TFE JOINT COMPOUND. �- -� PAN' REDUCING TRAP--,., MEMBRANE CLAMP— freemaneng@optonline.net 1 6 6 3/8 I I I TWO PLIES OF ROOFING LNG COLLAR AND 1 1/4 6 6 3/8 Ik — CLEANOUT PROVIDE MASTIC AT EDGES I ( SEEPAGE PAN. 1 1/2 6 6 3/8 WHERE CLEANOUT TEE I -1 FACE SHALL OF ROOFING FELTS. I ( OVER LEAD FLANGE.FELTS AND MASTIC MAXIMUM TAILPIECE project: 2 3/8 IS CONCEALED IN A I I BE WITHIN I I MAXIMUM 15' WHERE LENGTH IS 2 FEET. 2 1/2 10 8 1/2 SPRING TYPE 30N HANGERS SHALL BE CHASE OR PARTITION I I 4" OF WALL ROOF INSULATION II II SLOPE WASTE AT 3 10 10 1/2 PROVIIDED FOR A DISTANCE OF 50 FEET OR ' ENLARGED WASTE Two PERCENT. 4 10 10 5/g 50 PIPE DIAMETERS, WHICHEVER IS PROVIDE A ROUND 18 I I SURFACE. III III ROOF DECK LINE IS USED AS A The Enclaves 5 10 10 5/8 GREATER, UPSTREAM AND DOWNSTREAM OF GAUGE STAINLESS STEEL I I PROVIDE III 111 COMBINATION WASTE 6 10 10 3/4 ALL ROTATING EQUIPMENT. THE HANGER SHALL_ PROVIDE 1"OF STATIC DEFLECTION COVER WITH BEVELED I I PIPE EXTEN— PROVIDE SLEEVE IF �---- ANCHOR PIPE TO ROOF AND VENT SYSTEM. 8 12 10 7/8 FOR PIPES 4"DIAMETER AND LARGER AND EDGES AND FLATHEAD 10 12 10 7 8 1/2"`.iTATIC DEFLECTION FOR PIPES I I SION IF REQUIRED BY TYPE DECK OR JOISTS WITH `- SMALLER THEN L DIAMETER MACHINE SCREW. I I REQUIRED. OF ROOF DECK. U BOLT AROUND PIPE PROVIDE TRAP PRIMER IF RE— MAXIMUM 5' , ON 2"„ AND ANGLE IRON WELD— QUIRED BY LOCAL AUTHORITIES. WASTE OR 6 ON 3 56655 Route 25 HANGER ROD BOLTED MINIMUM 12 BELOW ROO ED OR SCREWED TO TO STRUCTURE ABOVE ADJUSTABLE STEEL DECK OR JOIST. OTHERWISE DEEP—SEAL P—TRAP. Southold York (FURNISHED AND PIPE ROLL PROVIDE PIPE INCREASER New o INSTALLED BY CONTRACTOR) REFER TO PLUMBING WHERE REQUIRED TO MAKE HUBLESS PIPE CONNECTORS LOCATE FLOOR/HUB DRAINS WHERE SHOWN ON DIMENSIONED ARCHITEC— MINIMUM 3 VENT THRU ROOF ON CAST IRON PIPE. TURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR HUB DRAIN,HANGER ROD FIXTURE SCHEDULE / MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE job number: (SIZE AS PER SPECIFICATION) FOR FURTHER REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR INFORMATION. MINIMUM THREE FEET FROM PROPERTY LINE OR TEN FEET HORIZONTAL WHERE EASILY ACCESSIBLE, BUT NOT IN FOOT TRAFFIC. IF SITUATION 16-003/7100 INSULATIONPE SADDLESECTION C IORNGID OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE IF CONCRETE FLOOR IS NOT EXISTING, SET DRAIN IN PLACE AND POUR date: 1 /2" FIBERGLASS INSULATION WITH ALL—SERVICE JACKET ON VENT PIPE AROUND IT. IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: INSIDE BUILDING WITHIN TEN FEET OF VENT THRU ROOF LOCATION. IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF�— PIPING LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. AT CONTRACTOR'S OPTION, HE MAY USE A NEOPRENE OR FLEXIBLE PVC FLOOR SINKS 1 /2" BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. 08.21 .23 25� SD ISSUED FOR REVIEW CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. COUPLING CLAMPED TO FLASHING AND PIPE WITH SS SCREW CLAMPS. 09.06.23 80% SD ISSUED FOR REVIEW SOLE PLATE VERIFY FLASHING AND COUNTERFLASHING WITH ROOFING CONTRACTOR. 09.22.23 DD FOR REVIEW & COORDINATION (INSULATED PIPING ONLY) OO� � 09.29.23 80% DD ISSUED FOR REVIEW VENT THRU RooF �rRFL H B DRAINS 10.12.23 50% CD ISSUED FOR PERMIT SUSPENDED PIPING SUPPORTWALL CLEANOUTNO SCALE 11 .15.23 FOR REVIEW & COORDINATION NO SCALE NO SCALE 01 .10.24 ISSUED FOR PERMIT NOT TO SCALE 02.07.24 ISSUED FOR BID 03.22.24 RE-ISSUED FOR BUILDING PERMIT ULIcUL System No. W-L-1164 04.29.24 ISSUED FOR ADDENDUM NO.2 F Ratings - 1 and 2 Hr (See Items 1 and 4) UUcUL System No. F-C-1059 NOTES: 05.22.24 ISSUED FOR ADDENDUM N0.3 T Rating - 0 Hr 1 F Ratings = 1 and 2 Hr 4 UL1cULSystem No. C-AJ-1421 T Ratings = 0 and 112 Hr 3 1. All penetrations through rated walls, including but not limited to Boiler Rooms, I-- A F Rating - 2 and 3 Hr (See Item 4B) A 1 Mechanical Equipment Rooms and Rated Shafts, shall be fire stopped per details sheets 1 T Rating - 0 Hr included in this drawing set. Refer to Architectural drawings for all wall ratings. Detail sheets show only a few common applications however, they do not show all 4113 46 applications. Contractor must use only firestop products that have been UL 1479 or 2 1 ASTM E 814 tested for specific fire-rated construction conditions conforming to A construction assembly type, penetrating item type, annular space requirements, and a ° 2 fire-rating involved for each separate instance. y�r Y`A 2 �- 4 A 2. Details shown are typical details. If field conditions do not match requirements of Q� ° a 1 3 typical details, approved alternate details shall be utilized. Field conditions and dimensions need to be verified for compliance with the details, including but not limited �o• ; $ SECTION A-A to the following: �A�a A`� rj q SECTION A-A A 4A 1. Floor—Ceiling Assembly — The 1 or 2 hr fire—rated solid or trussed lumber joist floor—ceiling assembly shall be 3 constructed of the materials and in the manner specified in the individual L500 Series Floor—Ceiling Designs in the UL Minimum and maximum Width of Joints Fire Resistance Directory. The F Rating of the firestop system is equal to the rating of the floor—ceiling and wall assemblies. The general construction features of the floor—ceiling assembly are summarized below: * Type and thickness of fire-rated construction. The minimum assembly rating of the status: SECTION A-A A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture as 1. Wall Assembly The 1 or 2 hr fire—rated gypsum wallboard/stud wall assembly shall be constructed of the materials specified in the individual Floor—Ceiling Design. Max diam of opening shall be 7-5/8 in. firestop assembly shall meet or exceed the highest rating of the adjacent �� and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or B. Wood Joists Nom 10 in deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Issued for Bull&n Permit and shall include the following construction features: * Structural Wood Members with bridging as required and with ends firestopped. construction. A. Studs —Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 1 opening is kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks Max diam of C. Gypsum Board — Thickness, type, number of layers and fasteners shall be as specified in the individual by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel opening it 6 in. mm). Floor—Ceiling Design. Diam of opening shall be 1 in. larger than the outside diam of pipe (Item 2). 3. I alternate details matchingthe field conditions are not available manufacturer's copyright: © 2023 AVGA studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all 2. Metallic Sleeve (Optional) Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or D. Furring Channels f f f p g y p g g — (Not Shown) (As required) Resilient galvanized steel furring installed in accordance with the sides usinglengths of steel stud installed between the vertical studs and screw attached to the steel studs at grouted into floor or wall assembly, flush with floor or wall surfaces. manners specified in the individual L500 Series Designs in the Fire Resistance Directory. 111E PRECOPPARED DRa�I V.G ,SPECIFICATIONS, AND OTHER DoECTS,:N C. g P g ry engineering judgment drawings are acceptable. Drawings shall follow the International PREPARED BY ANDRE�X �.�IAAII3ERTGNEANDASSOCIATES,ARCHITECTS,PG each end. The framed opening in the wall shall be 4 to 6 in. wider and 4. to 6 in. higher than the diam of the 3. Through—Penetrant — One metallic pipe or conduit to be installed either concentrically or eccentrically within the g g J g g N g J AeGA FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS p g 9 1.1 Chase Wall — (Not Shown, Optional) — The through penetrants (Item 2) may be routed through a 1 or 2 hr firerated � > ' J h penetrating item is installed in the opening, a 2 to 3 in. clearance is firestop system. The annular space between pipe, tube or conduit and periphery of opening shall be min 0 in. (0 mm) ARE SERVICES FOR T HE USE SOLELY XXTTII RESPECT To TIIIS PROJECT.UNLESS penetrating item such that, when the p g p g, single, double or staggered wood stud/gypsum wallboard chase wall having a fire rating consistent with that of the Firesto Council IFC Guidelines or EvaluatingFiresto Systems Engineering OTHEMNISE PROVIDED, AVGA SHALL RE DEEMED THE AUTHOR OF THESE present between the penetrating item and the framing on all four sides. (point contact) to max 5-3/8 in. (137 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall floor—ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the p ( f p Y g g DOCUMENTS AND SIIALL RETAIN ALI,COMMONLAw,STATUTORY AND O1'IIER B. Gypsum Board — The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation assembly. The following types and sizes of metallic pipes or conduits may be used: individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directoryand shall include the following RESERVED RIGHTS THAT THESE HER PROJECTS sS FOR NOT BE BY THE shall be ass specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory, Max diam A. Steel Pie — Nom 4 in. 102 mm diam or smaller Schedule 10 or heavier steel pipe. g Judgments. PROJECT OR OTHERS, ON OTHER PROJErrs FOR ADDITIONS To THIS ERR. P 9 rY• P ( ) ( ) ( ) P P construction features: PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. of opening in steel stud walls is 32in.. Max diam of openings in wood stud walls is 14-1/2 in. B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. A. Studs — Nom 2 by 8 in. lumber or double nom 2 by 6 in. lumber studs. 4. References: The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is C. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. B. Sole Plate — Nom 2 by 8 in. lumber or parallel 2 by 6 in. lumber plates, tightly butted. Plotted: Wednesday,May 29,2024-11:2Gam By: ksrear installed. D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. C. Top Plate — The double top plate shall consist of two nom 2 by 8 in. lumber plates or two sets of nom 2 by * 2013 Underwriter's Laboratories Fire Resistance Director File: 2. Steel Sleeve — Nom 32 in, diam or smaller Schedule 40 or heavier steel pipe sleeve friction fit in nom 32 in. y, Volume 2 ]:\7100\Draping riles\'LILT?I?NC1,nvLs-IIOTrI.\7100 PaLd eg ( ) ( ) P P E. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel conduit. 6 in. lumber plates tightly butted. Max diam of opening is 7-5/8 in. diam circular opening cut through gyp—sum wallboard layers. Length of steel sleeve to be equal to thickness of wall. D. Gypsum Board — Thickness, type, number or layers and fasteners shall be as specified in individual Wall and 3. Through — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the F. Conduit — Nom 4 in. (102 mm) diam on smaller) steel electrical metallic tubing (EMT). YP YP Y P NFPA 101 Life Safety Code g P P g y y 4. Firestop System — The firestop system shall consist of the following: Partition Designs. firestop system. The annular space between pipe, conduit or tubing and the steel sleeve shall be min of 0 in. (point A. PackingMaterial — Min 4 in. 102 mm thickness of min 4 cf 64 k m3 mineral wool batt insulation firm) 2. Through Penetrants — One metallic tubing, pipe or conduit to be installed concentrically or eccentrically within the �k ( ) P ( g/ ) Y All governing local and regional building codes contact) to max 1-7/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from firestop system. Annular space between pipe or conduit and edge of opening to be min 1/4 in. and max 3/4 in. Pipe, following types and sizes of metallic pipes, conduits or tubing may be used: both surfaces of wall as required to accommodate the required thickness of fill material. tubing or conduit to be rigidly supported on both sides of floor—ceiling assembly. The following types and sizes of title: Void or Cavity Material — Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the P•P 9 y 5. Firesto System installation must meet requirements o ASTM E-814 UL 1479 tested A. Steel Pipe — Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Fill, * metallic pipes, tubing or conduit may be used: p y q f ( � PlumbingB. Iron Pipe — Nom 30 in. diam (or smaller) service weight (or heavier) cast iron soil pipe or Class 50 (or heavier) annulus, flush with top surface of floor or with both surfaces of wall. For 3 Hr rated assemblies, a min 1/4 A. Steel Pipe_ Nom 6 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. assemblies that provide afire rating equal to that of construction being penetrated. ductile iron pressure pipe. in. (6 mm) diam bead of fill material shall be applied at the concrete/pipe interface at the point contact B. Iron Pipe Nom 6 in. diam (or smaller) cast or ductile pipe. C. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing. location on the top surface of floor and on both surfaces of wall. C. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or smaller) steel 6. All rated through-penetrations shall be prominently labeled with the following D. Copper Tubing — Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. conduit. Details E. Copper Pipe — Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. D. Steel Flexible Metal Conduit — Nom 2 in. diam (or smaller) steel flexible metal conduit. information: 4. Fill, Void or Cavity Material*—Sealant — Min 5/8 in, and 1-14 in. thickness of fill material applied within annulus, 3. Fill, Void or Cavity Material —Sealant — Min 5/8 in. or 1-1/4 in. thickness of sealant applied within annular space, flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. diam bead of caulk flush with the bottom surface of gypsum wallboard or lower top plate for 1 and 2 hr floors respectively. Min. 3/4 in. ATTENTION: Fire Rated Assembly scale: As Noted applied to the penetrant/wallboard interface at the point contact location on both sides of wall. FIRESTOP OF METAL CONDUIT/PIPING thickness of sealant applied within annular space, flush with top surface of floor. * UL System # drawn: PF THROUGH CONCRETE FIRESTOP OF METAL CONDUIT THROUGH * Product(s) used WOOD FLOOR/CEILING RATED DETAIL * Hourly Rating (F-Rating) FLOOR/WALL OR BLOCK WALL DETAIL * Installation Date FIRESTOP OF METAL CONDUIT/PIPING THROUGH N.T.S. N.T.S. GYPSUM RATED WOOD OR STEEL WALL DETAIL REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND P501 FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS N.T.S. FROM <F y FIXTURE ALLOW WEEP HOLE OPENING COVER TO GRADE INLET - INLET SET SCREW if FLOOR STOPPER OR FINISHED GRADE END PLUG TOP ❑F C❑LINTER POWER JUNCTION DRAIN LINE BOX END - LAVATORY OR SINK SEAL 120V POWER TO FAUCET SUPPLY CONNECTIONSLt-JJ ANDREW V. 6" MIN 1/2"HW T❑ SEC❑ND�C COLD WATER JR SM TIH FIXED ARG3950 WASTEAP TO NMAINY LAV, (AS SPECIFIED) MAIN W/STOP GIAMBERTIONE 1/2"HW 1/2"CW & ASSOCIATES GLASS CLOTH J-BOX ® ARCHITECTS 45° ELL ADHESIVE TAPE 1 /2" FIBERGLASS INSTANT. ELECT, INSULATION WATER HEATER P—TRAP (I W H) 62 Elm Street SELF REGULATING FLOOR HEAT TRACING POWER Huntington, NY 11743 WASTE LINE Telephone: 631.367.0050 BRASS OR COPPER Fax: 631.367.6636 DEEP SEAL TRAP CLEANOUT DETAIL INSTANTANEOUS WATER HEATER DETAIL GiambertoneArchitects.com NO SCALE SANE WASTE TRAP IN NOT TO SCALE INDIRECT WASTE AIR GAP DETAIL UNHEATED SPACE DETAIL NOT TO SCALE ���E h1.9 ti FREEMAN ENGINEERING,PLLC NOT TO SCALE r 3555 Veterans Memorial Hwy Suite Q r.. Ronkonkoma,NY 11779 4* W: 631-648-0577 NEEa`��+ freemaneng@optonline.net project: 1 10° F TO FI XTU R ES MAIN ROOF DRAIN OVERFLOW ROOF The Enclaves SIMILAR TO SMITH DRAIN SIMILAR TO DO NOT PROVIDE TRAP TYPICAL GAS— PIPE REDUCER FROM BRANCH FIG. 1010—Y CI DOME, SMITH FIG. 1070—Y ON UNITS WHICH HAVE FIRED ROOF— PIPE SIZE TO UNIT CONNECTION UNDERDECK CLAMP CI DOME, 2 1/2" Cl FLASHING DAM AND UNDERDECK AN INTERNAL TRAP, TOP AIR CON — SIZE, AT UNIT CONNECTION. 00a0�00 ,� ��ao�00 CLAMP BUT DO DISCHARGE DITIONING UNIT. THE= REDRREEAD READING, FU'LLYCALE, AWAY FROM UNIT. GROUND JOINT PIPE UNION. 56655 Route 25 ADJUSTABLE STEM AND SEPARABLE SOCKET, f if if I f if If if if if if if I - THREADED PIPE TO GAS SHUT-OFF COCK. Southold, New York RANGE: 30°F - 180°F LINE SIZE - BALL VALVE HOLD PIPING AS TIGHT PVC ADAPTER ON RT TO WATER HEATER AS CONDENSATE WASTE BRANCH PIPE. SEE POSSIBLE CONNECTION(S). PLAN FOR SIZE. job number: EXPANSION 4" DEEP BRANCH OFF 16-003/7100 TANK PVC PIPE TRAP. TOP OF GAS PIPE MAIN. date: LINE SIZE UNION /\Z DISCHARGE AWAY A.S.M.E. TEMPERATURE/ REDUCER FROM SERVICE DOUBLE PRESSURE RELIEF VALVE (IF REQUIRED) 08.21 .23 25% SD ISSUED FOR REVIEW AREAS OF UNIT � BLOCK DIELECTRIC 09.06.23 80% SD ISSUED FOR REVIEW COUPLINGS ON ROOF OR WHER 09.22.23 DD FOR REVIEW & COORDINATION (IF REQUIRED) SHOWN ON PLANS. 09.29.23 -80% DD ISSUED FOR REVIEW /24 HOUR LINE SIZE UNION 6" LONG DIRT LEG FULL PIPE SUPPORT. 10.12.23 50� CD ISSUED FOR PERMIT TIME CLOCK EQUIPMENT CURB SIZE OF BRANCH PIPE. SEE DETAIL. 11 .15.23 FOR REVIEW & COORDINATION REDUCER PIPE OUTLET TO `----------------J (IF REQUIRED) PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED. 01 .10.24 ISSUED FOR PERMIT JANITOR SINK WATER HEATER; 02.07.24 ISSUED FOR BID 20 GA. STAINLESS STEEL DRIP PAN SEE WATER HEATER SCHEDULE TYPICAL ROOF DRAIN AND 03.22.24 RE-ISSUED FOR BUILDING PERMIT 2" HIGH AND MINIMUM HEATER CLEAR AROUND WATER H OVERFLOW DRAIN DETAIL 04.29.24 ISSUED FOR ADDENDUM NO.2 WITH 1 " RTU GAS TIE- I N D ETA I L RELIEF/DRAINR PIPING D INTO NO SCALE 05.22.24 ISSUED FOR ADDENDUM N0.3 WATER HEATER DETAIL SCALE: NONE SCALE: NONE OF�W HW THERMOSTAT y�r FR Y BLADDER TYPE a� EXPANSION TANK - 3/4" THREE WAY TEMPERING VALVE AMTROL #AST-5 FOR r OVER-PRESSURIZATION TACO-009 BRONZE CW CIRCULATING pR��SSta�PS�gQ/�/� PUMP, ��--GATE VAL. (TYP.) 1 15V, I Status: 1 .4 AMPS, HP. P/T RELEF Issued for Buildinv Permit H W R LFv C VALVE copyright: © 2023 AVGA TILE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBF.RTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSI' DOCUMENTS OF AVGA. THESE DOC ENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT. UNLESS RELIEF AND DRAIN OTHERWISE PROVIDED, AVGA SHALL BE DEFMFD THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGITI;S THAT THESE DOCU11iFNTS SHALL NOT BE,USED BY TIIE PIPED TO OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS FLOOR DRAIN PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Wednesday,Nla}'29,2024-11:2Gam By: ksrear File: J:\7100\DraNeing Filcs\7'1 Il;l?N(:1,AV1?S-11(Y11il.\7100 P5?.dNcg c� SEE PLANS FOR HOT WATER HEATER PIPE SIZE MOUNTED ON CONCRETE fie' HOUSEKEEPING PAD �--II GAS COCK Plumbing DIRT LEG Details DOMESTIC HOT WATER HEATER scale: As Noted PIPING DETAIL drawn: PF SCALE: NONE P502 ° < .. . ° n SHAFT WALL UL SYSTEM NO.W-L-2186 ea �. ELEVATOR PIT PLASTIC PIPE THROUGH GYPSUM WALL ASSEMBLY a r F-RATING= 1-HR.OR 2-HR. Ln ° n 11 — 6' T-RATING■1/2-HR.OR 1-HR. 8 ` ° L-RATING AT AMBIENT=LESS THAN 1 CFM 1 SQ FT - L-RATING AT 4001 ■2 CFM I SQ FT FRONT VIEW SECTION A-A PIPE SUPPORT = EXAMPLE SYSTEM PIPING INCLUDING: PLUMBING LEGEND A (2) CYCLONE GAS—FIRED CONDENSING TANK TYPE WATER HEATER & PRESSUREURELIEF Q CONTROLTE N CHECK VALVE 1 2 1 TACO FLOW THROUGH THERMAL EXPANSION TANK VALVE ra DRAIN/TEST PORT TEMPERATURE (2) TEMP DHW DELIVERY VRAELVE RELIEF GAGE FULL PORT 3 BALL VALVE WATER FLOW CIRCULATING PUMP ❑ SNITCH IrrC7Nq0NDENSATE NEUTRALIZATION UNIT ANDREW Ve n d LA 4 S HOT WATER MIXED WATER TO FIXTURES \\ TO FIXTURES (140 F) � (320 F) GIAMBERTONE PIPE SUPPORT & ASSOCIATES ETV-1 MIXING VALVE n System 2" PUMP DISCHARGE 8 "s°' ° SEE FLOOR PLAN * ARCHITECTS FOR CONTINUATION DHW DHW RECIRC 62 Elm Street n HIGH TEMP MP(14(140 F) LOW TEMP(120 F) n GATE VALVE WATERPROOF POWER CORD A [ [ Huntington, NY 11743 CHECK:VALVE a CONNECT TO GFI RECEPTACLE 1.GYPSUM WALL ASSEMBLY(UL CLASSIFIED U300, U400 OR V400 SERIES) (1-HR.OR 2-HR.FIRE-RATING) (2-HR, SHOWN).UNION Telephone: 631.367.0050 �-- 2.[NOT SHOWN]WOOD STUDS TO CONSIST OF 2"x 4"LUMBER.STEEL STUDS TO BE MIN.2-112"WIDE. / 3.[OPTIONAL] MAXIMUM 3" NOMINAL DIAMETER STEEL PIPE SLEEVE(SCHEDULE 40 OR LIGHTER). OPEN DRAINTO PEDRAINO ® La Fax: 631.367.6636 FLOAT SWITCH 4.MAXIMUM 1" NOMINAL DIAMETER SDR 9 CROSS-LINKED POLYETHYLENE(PEX)TUBING(CLOSED (4o / o I � w , (ON POSITION) PIPING SYSTEM). a S. HILTI FS-ONE MAX OR FS-ONE INTUMESCENT FIRESTOP SEALANT: GiambertoneArchitects.com n A. MINIMUM 51$" DEPTH, FOR A 1-HR. FIRE-RATING. LTyp.Point Of B.MINIMUM 1.114" DEPTH, FOR A 2-HR. FIRE-RATING. Filtration Eq P�t'� Ito Tie-In&CW Distribution PIPE SUPPORT NOTES : 1. MAXIMUM DIAMETER OF OPENING=3". FT-ET 2.ANNULAR SPACE= MINIMUM 112", MAXIMUM 1-318". O 3.WHEN A STEEL SLEEVE IS PROVIDED FOR ASSEMBLIES WITH L-RATINGS,APPLY HILTI Finished Floor FS-ONE MAX OR FS-ONE INTUMESCENT FIRESTOP SEALANT AROUND PERIPHERY OF FREEMAN ENGINEERING,PLLC OPENING TO COVER EXPOSED ENDS OF SLEEVE AND TO LAP MINIMUM 114" ONTO GYPSUM COLD WATER E M 4, SUPPLY3555 Veterans Memorial Hwy SUPPLY FEED " SUBMERSIBLE °. ° '< BOARD ON EACH SIDE OF WALL SUMP PUMP 4.WHEN A STEEL SLEEVE IS NOT PROVIDED, PENETRANT MAY BE INSTALLED AT AN ANGLE k. :', Y Suite Q FLOAT SWITCH NOT GREATER THAN 45° FROM PERPENDICULAR. Ronkonkoma, NY 11779 ELEVATION (OFF POSITION) NOTES: mow_ i yy: 631-648-0577 1. PREFERRED PIPING DIAGRAM. [• 2. THE TEMPERATURE AND PRESSURE RELIEF VALVE SETTING SHALL NOT EXCEED PRESSURE RATING OF ANY COMPONENT IN THE SYSTEM. Shei?t 3. SERVICE VALVES ARE SHOWN FOR SERVICING EQUIPMENT.LOCAL CODE SHALL GOVERN THEIR USAGE. WARNIN THIS DRAWING SHOWS SUGGESTED Title: TYPICAL DETAIL PAGE 1 �G/J�fEEA�t� 1 Df 1 DraWirig Na. PIPING CONFIGURATION AND OTHER DEVICES; freemaneng@optonline.net SPECIFICATION: HILTI,Inc. Scale .._ - CHECK WITH LOCAL CODES AND ORDINANCES FURNISH AND INSTALL WHERE SHOWN ON PLANS,A SINGLE TYPE P SUBMERSIBLE SUMP PUMP UNIT, MODEL#P-2B-1/2-4-1A,WITH OIL SENSING Tulsa,Oklahoma USA(800)879.8000 7132 —1 WL FOR ADDITIONAL REQUIREMENTS. Date: [REV. AND OIL SHIELD MONITORING PANEL.AS MANUFACTURED BY FEDERAL PUMP CORPORATION. PUMP TO HAVE A CAPACITY OF 10 G.P.M. Hilt! Firestop Systems Date Jan.12,2015 2186e AGAINST A TOTAL DYNAMIC HEAD OF 25 FT. PUMP TO HAVE 2-INCH N.P.T. DISCHARGE CONNECTION AND TO BE STANDARD-FITTED CONSTRUCTION prof ect: WITH SUBMERSIBLE SEALED MOTOR, STAINLESS STEEL SHAFT AND WATERPROOF POWER CABLE. MOTOR TO BE 1/2 H.P., 1-PH., Saving Lives through Innovation and Education 120 VOLTS, 1750 RPM,WITH INTEGRAL FULLY SUBMERSIBLE FLOAT SWITCH, FOR AUTOMATIC CONTROL OF THE PUMP. Em _ _ HOT WATER HEATING PIPING SCHEMATIC (HWH-3,5) The Enclaves ( 112� 9 FIRE STOP OF NON METALLIC (PEX) TUBING (MAX. 1 ) SCALE: NONE NOT TO SCALE THROUGH RATED GYPSUM DETAIL SCALE: NONE HILTI FS—ONE INTUMESCENT OR APPROVED EQUAL) 56655 Route 25 FLOW THROUGH EXPANSION TANK BASIS OF DESIGN TACO Southold, New York TANK APPROX. APPROX. ID MODEL NO. SERVICE VOLUME DIMENSION WEIGHT REMARKS DIAxH (LBS.) job number: FT—ET CAF90-150P HOTEL ROOMS 23 20"04" 129 1 O INSULATED TO MEET ASHRAE 90.1 16-003/7100 date: 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID 03.22.24 RE-ISSUED FOR BUILDING PERMIT 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 oF WW e . AROFES �A�/q�/�1/l .032 ALUM. COUNTER . Q . FLASHING F.A.I. status: Issued for Building Permit STEEL CHECKER PLATE COVER copyright: © 2023 AVGA 4 (1 /4" MIN. TH K.) "SUPERFLASH STACK PIPE FLASHING" AS MANUFACTURED BY "YORK STEPPED FLEXIBLE PVC OR NEOPRENE COUPLING CLAMPED MANUFACTURING INC." THE BY IANDR!X'V.GIANTBExTONEAODsAlOCDA�HARCIDIIOFCTSS,,PC. d (AVGA)FORTlIISPROJECT,ARE INSTRUMEN'CS OF A\'GA. TIIESE DOCUMENTS TO FLASHING AND PIPE WITH STAINLESS STEEL SCREW CLAMPS. WITH ALUMINUM BASE ARE SERA�ICFS FOR THE USE SOLELY 1XITH RESPECT TO THIS PROJECT.UNLESS GROUND—JOINT PIPE UNION SET IN INDUSTRIAL STRENGTH ROOFING OTIIERAISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE CEMENT (KARNACK) AND NAIL OFF DOCUMENTS AND SHALL RETAIN AI.LCOMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUNIFNTS SILALL NOT BE USED BY THE PROVIDE OACNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS LEAD OR T ELBOWS TO .. PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. COPPER' 0 P P ER COMPENSATE A )f Plotted: ��ednesd.ty,Nfav 29,2024-11:27am BY: kspear FOR PIPE File: I:\7100\Drmitig Filcs\'fiIR.1?NCI,AVI?S-I I01'BI,\7100 P5.3.d�vg FLASHING OR ROOFING OVER � ° PIT 36 x24 SPUN ALUMINUM METAL FLASHINGVEXPANSION. BASE IN BED BY ROOFING 4 . OF MASTIC. I I CONTRACTOR. a 4" HOUSE TRAP EXISTING ROOF DECK COORDINATE ROOF SUPPORT. REFER TO DETAIL. 4 title: WITH ROOFER. Plumbing II I) ROOF INSULATION 4 I OK I II II ROOF DECK NEW VENT PIPE Details SLEEVE ROOFJ �_ FROM BLDG. a TO SYSTEM scale: As Noted IF REQUIRED. ANCHOR PIPE TO ROOF DECK OR JOISTS. 0 4 REFER TO PLANS FOR PIPE SIZES) AND LOCATION(S). USE drawn: PF WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS. HOUSE TRAP DETAIL REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND ROOF PIPING PENETRATION IDETAIL VENT PIPE FLASHING DETAIL FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS P503 NO SCALE SCALE: NONE SCALE: NONE 4„ 3» 3" 41' 3" 3" 4„ 3" VTR JAL VTR JIL VTR JIL VTR JIL VTR JIL VTR AIL VTR VTR JIL ROOF -� ICE 1 AREAR ROOM #40 I ROOM #39 ROOM #38 1 ROOM #36 1 ROOM #37 I ROOM #34 ROOM #35 1 ROOM #32 i ROOM #33 I ROOM #34 ROOM #31 1 240 3' 239 238 12" 236 12" 237 3"I 234 235 12" 232 2" 233 31 230 231 12" I 1 1 1 I 1 I 1 1 1 I 1 1 1 I 1 I I I 1 I I I 1 -- -- -- ---- --�----�- -r �- --�----,----�- -1 r---T--- -_1 T---T-T-1 r---r---r---r __1----I----r_-I r---T---T- -� �---T---T- , 1 r---r---r---r --�----�----r---� r---T---T-t-I I I I 11 1 1 I 11 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I 1 I I 11 1 I I 11 I I I I I '9 ,»I ,,,I 1 » 1 »f ,»I ,»I 1 » ,,1 2I 1 2 ,»I I I 21 , 1 , 1 1 I 2I 1 , 1 12 , I 21 1 I I , 1 21 , I ; I 21 , I , I 1 I 21 , f , I I 1 1 ,,,I I I » 2 1� 1� 2 1 2 12 12 2 12 » 1 »I 1 12» 1�,I »I 1� 1 2" 1�» 1�„ 2" 1 1 1�» » 1 2, 1 I 2„ 1�, » 12„ 2„ » 12 12„ 2„ 1 » 12 1�„ 2" 11' 2" 11 1 2 1 I I I I 1 I I I I I I I 1 I I I I I I I I I 1 1 I I I I I I I I I I I I , I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I 1 I I I I 1 I I I I I I I 1 1 I I 1 I I I SHWR LAV LAV WC I SHWR LAV LAV WC BT SHWR LAV 1 WC BT SHWR LAV I WC SHWR LAV LAV WC SHWR LAV LAV WC BT SHWR LAV I WC BT SHWR LAV 1 WC SHWR LAV LAV r3WC SHWR LAV LAV WC BT SHWR lV I WC A N D R E V FD 6 1 1 21 4 I 6 1 1 4 2 6 1 1 4 2 6 1 1 4 6 1 1 4 6 1 1 4 2 6 1 I 4 2 6 1 1 4 6 1 1 4 6 1 1 4 2 6 1 f 4 . I 1 I I 1 1 I 1 I 4 1 1 4" 1 4 1 1 4" 1 4 1 I 4" 1 4 1 1 4" 4 1 1i 4" I 4 1 11 4" 1 4 1 I 4" 1 ll 4 1 1 4» 4 1 1 4» 1 4 1 1 4" 1 4 1 " , 4„ I 1 1 1 1 I 1 I 1 1 1 1 I 1 1 1 1 I 1 1 I I I I GIAMBERTONE SECOND FLOOR & ASSOCIATES CONTINUED ON 3„ » 1 4„ 4„ 4„ 4" I 4" 1 4" 1 4" I 4" 1 DRAWING 6.1 B 1 I 4» I 1 4„I 4" I * ARCHITECTS 1 1 1 ICE MAKER ROOM #20 ' ROOM #19 ROOM #18 I ROOM #16 I ROOM #17 „1 ROOM #14 ROOM #15 1 ROOM #12 I ROOM #13 „1 ROOM #10 ROOM #11 2 12 12 21 12 12 21 12" AREA 120 i 119 118 I 116 I 117 I 114 115 I 112 I 113 I 1 O- 111 62 Elm Street r---- --r---r---T---r— --T— _1----I---I r---T---T-1--I r---T---T-1—I r---r---T---r—I --r---I----r--� r---T---T—�--I �---T---T--I---I r---r---r---r -- ----I----r---I �---T---T--�--� Huntington, NY 11743 " „I „I „I I „I „I „I I ,I „I "I I ,I „I „I I „f „I "1 I „I „I 11 I I I I I I I I I I I I I I I I I I I I I 11 2 1 1 I 1 1 12 2 1 1 1 1 I 12 1 1 2 1 1 1 12 1 1 2 1 1 I 12 2 1 1 1 1 I 12 2 1 1 I 1� I 2 1 � 2 12„� i 2" 1 ,i 2»' 1 »i 1 2" 2"i 1 „i 1 „' i 2„ 2"1 11„I 14„' 1 2" 1 2"1 14"1 1 2» Telephone: 631.367.0050 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Fax: 631.367.6636 1 SHWR LAV LAV WC SHWR ( LAV LAV WC BT SHWR LAV WC BT SHWR LAV WC SHWR LAV LAV WC SHWR LAV LAV WC BT SHWR LAV WC BT SHWR LAV WC SHWR LAV LAV WC SHWR LAV LAV WC BT SHWR LAV WC GiambertoneArchitects.com 1 6 1 1 4 6 1 1 4 2 6 1 4 2 6 1 4 6 1 1 4 6 1 1 4 2 6 1 4 2 6 1 4 6 1 1 4 6 1 1 4 2 691 1 4 FD 4 1 1 4" 4 1 1 4" 1 4 1 4" 1 4 1 4" 4 1 1 4" 4 1 1 4" 1 4 1 4" 1 4 11 1 4» 4 1 1 4"90 4 1 1 4" 1 491 1 4" 1 2 1 1 FIRST F OOR FREEMAN ENGINEERING PLLC " 4" 4" 4" 4" 4" 4" " EM9ti 3„ 4" _ 4„ 4„ 3555 Veterans Memorial Hwy Suite Q CONTINUED ON ' Ronkonkoma, NY 11779 SAUNA STEAM BAR WOMENS/MENS POOL BATH MASSAGE RMS MECHANICAL DRAWING 6.1 B � - W: 631-648-0577 C30 C29 C32 C27 C28 C24 C25 C26 C06 CONTINUED ON RISER s�NEER��� „ 1;4" 2" 2 ' 3 3" 3" BELOW freemaneng@optonline.net r---- -,----- -----?-----,---.-- ---r---r---r---T---T----I---I---7---T---I----I----r-r----7--------I----r---r---T---T---7---I---I----I----r---r---T---T---I------------------- -------------------------� „ i „i „i „i „i i i i i 1 I 1 i1 " ,1 ,1 ,1 ,1 ,1 2 2 , 2 , 2 , 2 , 2 , 11� 112 , 2 12 1 2 1 2 12 12 project: 1 CONTINUED ON DRAWING 6.1 B The Enclaves 1 I I 1 SHWR LAV LAV LAV LAV SHWR SHWR SHWR SHWR LAV LAV SHWR 1 1 WC WC WC WC WC WC LAV LAV LAV SK LAV LAV LAV TUB TUB SK SK SK 1 1 6 1 1 1 1 6 6 6 6 1 1 6 1 1 4 4 4 4 4 4 1 1 1 2 1 1 1 2 2 2 2 2 1 1 I I 1 1 1 FD , FD , FS , FS , FS 4 1 1 1 1 4 4 4 4 1 1 4 1 FD , FD 4„ 4" 4„ 4„ 4" 4" FD 2 I 2 1 2 1 2 I 2 f 2 I 2 I 2 56655 Route 25 1 _ I I 1 I 1 1 LOWER LEVEL —�` Southold, New York 3" 3" 3" 3" 3" 3" 3" 3" °� N INUED ON RISER 4" -\ 3„ 3,° 4" 4„ 4" 4„ 4„ 3" BELOW MIN. 1 /8" PITCH SANITARY RISER DIAGRAM job number: �. TYPICAL OF ALL „ 4 SCALE: NONE 16-003/7100 VTR JiL SANITARY/WASTE PIPING VTR��� LOW ROOF date: I 1 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION . 3„ 01 .10.24 ISSUED FOR PERMIT 1 3"1 02.07.24 ISSUED FOR BID 1 I 03.22.24 RE-ISSUED FOR BUILDING PERMIT 04.29.24 ISSUED FOR ADDENDUM NO.2 I 05.22.24 ISSUED FOR ADDENDUM NO.3 I I I I I I SECOND FLOOR I 1 W WC I M WC 1 MENS POOL BATH W WC M WC 136 I 135 1 130 128 129 1 f SERVER STATION 1 1 126 2„ I 2 I 3„ 2,» 2„ —1--- --- --- r---T----�----r---r---r-L-r.-r----T---.r---r---T----�--r-- --I----,----I----I r---.r---T---T-1 -- r---r T r---�- ----I----I---�------T---T- --r---r-�------I----I-- -T---r-, I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I �o�New 2„ i 2" i 2„ 14»1 1 i»i 1 11„ i 11„ i 14» i 14„ i 14„ i 2„ i 2„ i 1 » i 2„ 1 „i 1 l„i 14"1 2„1 2„1 1 i„i 11"1 1 1 i„ 14"1 2„1 1 11„ 1 1 l„ i 2„ i 1 »i 1 „i i 1 i„ 1 2" 1 2„ 1 »i 1 »i i 1 » i 2" i 2" I I 1 I I WC WC WC LAV LAV LAV URN URN URN URN WC WC WC LAV LAV LAV SHWR SHWR LAV LAV LAV SHWR URN URN WC I LAV LAV WC WC LAV LAV WC WC , 1 �o. � 4 4 4 1 1 1 4 I 4 4 4 4 4 I 4 1 1 1 6 6 1 1 I 1 6 4 4 4 I 1 1 I 4 4 1 1 1 4 4 1 , I p�aFEs �Ay f FD „ 1 FD 4„ 4„ ,,, 1 FD 4„ 1 FD » I FD F 4 4 4 1 1 1 2 I 2 2 2 4 4 1 4 1 1 1 1� 1 1 1 2 2 4 I 1 1 I 4 4 1 1 1 4 4 I D 2 I 2 1 2 1 I 2 I 2 I 2 status: CONTINUED ON I I I 1 FS FS 1 1 RISER ABOVE I 1 1 I 2 2 1 Issued for BuMn Permit FIRST FLOOR c0 ri ht: © 2023 AVGA 3„ 3„ 3„ , 3„ 3» 3„ 3» pY g 4" >, „ „ „ „ „ 4 3» 3 4 4 4 „ » » 4 4 4 THE COPYRIGHT DR!1lCTNGS,SPECIFICATIONS, AND OTIiF.R DOCUMENTS 4 4 4 PRFI ABED BY ANDREW V.GIA.MBERTONE AND ASSOCIATES,ARCHITECTS,P.C. C » (AVGA)FORTIIISPROJIECT,ARP:INSTRUMENTS OF AVGA. TIIESE DOCUMENTS MECH STAFF WC LOADING 4 I WC KITCHEN WINE ROOM MECHANICAL LAUNDRY ARESFR'vICESFORTHCUSESO1.I'LY IXTHI RESPECTTO THIS PROJECT.UNLESS �+ OTIIERMSI: PROVIDED, AVGA SHALL BE DEEMED TILE AUTHOR OF THESE CO2 C 1 2 C 15 121" -6 C07 C,04 C05 CO2 DOCUMENTS AND SHALL RETAIN AI.LCOMMONI.AW,STATUTORY AND OI'HER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BF.USED BY THE OWNER, OR OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS 2„ 21 2" PROJECT, OR FOR THE CONIPUTION OF THIS PROJECT FOR OTHERS. I 1 -- i----i----i----i-- -- —i---i— —i---i— --i--i----i----- 1 i---- 1 —�-- Plotted: `vC'edwday,May 29,2024-11:2iam By: ksrear 1 2" 11" 11 » 11 » 11 » 11 » 1 »I 1 2" 12" 1 2„ 1 »1 11 » 11 » 11,» 11 » 11 » 11 » 11 „ bile: ):\7100\Dr.ixNing1'11cs\TI E,NCLAWS-I10TEL\7100P6.Ld\Ng I I I I I I I I I I I I I I � I � I � I � I � I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I title: I I I I I I I I I I • WC LAV I I 1 f LAV WC WM WM SK I I 1 1 1 I I Plumbin 4 1 I 1 1 1 1 4 3 3 2 EXTERIOR OF I I I I I 1 1 1 I I I • ,� FD FD FS FD 1 4„ 2„ 2„ 1 , FD , FD , FD , FD I FD , FD Riser Dia ram BUILDING 4 1 2 , 2 2 2 , 2 , 2 , 2 , 2 , 2 , 2 SS I scale: As Noted CODP CODP I I I 1 I 1 I 1 1 3 1 1 I I I 1 1 I 1 1 I LOWER L EL drawn: PF 3" „ CONTINUED ON RISER SE-1 3" 3 3" 3" 3" 3" 3" 3" 3 3" 3" 3 _�T ABOVE4" 4" MIN. 1 /8" PITCH SANITARY RISER DIAGRAM P66 TYPICAL OF ALL SANITARY/WASTE PIPING SCALE: NONE VTR JIL VTR��� VTR�I� VTR VTR�1� VTR AIL VTR VTR AIL VTR JIL ROOF I I I i I I i I I I 1 I I I I I I 12" 1 12» 13" 12" 121, 13" 12» 13" ROOM #28 1 1 ROOM #27 1 ROOM #29 1 ROOM #26 ROOM #24 1 ROOM #23 1 ROOM #25 ' ROOM #22 ROOM #21 1 1 M-WC W-WC 228 1 227 229 226 224 -3 225 222 221 I 208 207 2„ »I 2 r---T---T— —1 1 ----- ----�—�� r--- ---- ----�-- —T---7---T---, r---T---T--�--� 1---7---�--f---1 r---1----�----�-- —T---T---T---I r---T---7--I r---1---I---T--1--T---r--r----r-----�----�----� I I I i l i I 1 1 I I I i I �� I I I i I I 11 1 I I 1 1 I 1 I I I » I I It, I I I I .. I I I I I I I I 1 1 I I I 2 112» 12 1 112 1 1 2 112„ 112„ 1 I 12„ ' 14„ 1 14„ 1 1 12„ 1 1 I i 1 12„ 11 1 1 11 12„ 1 1 11 1 I i ' I �» I 12 1 1 I 12 1 » ' „ 1 12 I 12» ' 2,1 121 12» I 11� 114„ 1 1 112„ 112„ 112» 2 2 2 2 2 2 1 1 2 1 1 2 1 I � 1 1 1 I 1 1 I I 1 WC LAV SHWR BT I WC LAV IAV I SHWR WC LAV LAV SHWR 1 WC LAV SHWR BT WC LAV SHWR I BT WC LAV LAV SHWR WC LAV LAV SHWR I WC LAV SHWR BT WC LAV SHWR I WC WC WC WC URN URN I I LAV 2 LAV 2 LAV 2 4 1 6 2 1 4 1 1 I 6 4 1 1 6 i 4 1 6 2 4 1 6 I 2 4 1 1 6 4 1 1 6 I 4 1 6 2 4 1 6 1 4 4 4 4 4 4 1 FD 1 FD 2 2 2 I 1 1 1 I I I I I I 4» 1 4 1 1 1 4" 1 1 1 4 4" 1 " 1 4 i 4» 1 4 1 4" 1 4 1 1 41' 1 �� 1 �� 1 4 4„ 1 1 4 1 4„ 12„ 4 1 4" 1 4" 1 4" 4" 4" 4» 1 2„ 2„ 1 I 2 1 » 12» 12„ 1 ; 1 1 1 I 1 1 1 I 1 ANDREW V. SE OND FLO R L- GIAMBERTONE 3" 3" 1 to 1 4'$ 1 1 4,1 I 4" 1 4" 4 1 1 & ASSOCIATES 4°� 1 1 I 4�° � 4" I i 4" � � 4» I 4" 4„ ROOM #8 1 I ROOM #7' ROOM #9 1 ROOM #6 ROOM #4 ROOM #3 ROOM #5 I ROOM #2 ROOM #1 I „1 WOMENS POOL BATH CONTINUED ON 1 Og 12" 1 107 12" 109 I21) 106 104 12" 103 1 2 105 I2 102 101 12 2 1 139 ® ARCHITECTS DRAWING 6.1A 1 I 1 2„ 1 2„ I r---T---T—�-1 1 r---1----�— r---1--------�-- T---T---7---I r---T---T— —1 �----1----�--�--I r---1----�----�-- —T---T---7---, F---T---T--� r---r--r-- --I— -r----�-----�----r---, 1 1 ,,, 1 „ i ' ' ' „ ' „ ' ' I i » 11 1 » 1 1 » 1 1 1 1 I I i I I i I I 1 1 1 I 1 1 1 1 1 1 1 1 1 I I I 62 Elm Street i I I I I I I I ,» I I I i I I » I I » I „ I » I 1 1 I I » I » 1 „ I I I » I I „ 12 1 12 12 11 1 1 2 11 11 12 12 11 11 12 12 11 12 11 12 1 12 12 11 1 2 1 1 11 12 12 1 1 1 1 12 12 1 1 12 11 12» 11 » 12» 12 12 11 1 11 I 1 11 12 12 Huntin ton, NY 11743 1 1 I 1 I 1 1 1 1 1 I 1 1 I 1 1 1 I I I I 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 I I 1 1 I 1 I g 1 Telephone: 631.367.0050 WC LAV SHWR BT 1 WC LAV IAV SHWR WC LAV LAV SHWR WC LAV SHWR BT WC LAV SHWR BT WC LAV LAV SHWR WC LAV LAV SHWR WC LAV SHWR BT WC LAV SHWR SHWR SHWR 1 I LAV LAV LAV WC WC Fax: 631.367.6636 4 1 6 2 4 1 1 6 4 1 1 6 4 1 6 2 4 1 6 2 4 1 1 6 4 1 1 6 4 1 6 2 4 1 6 6 6 1 1 1 1 1 4 4 » „ „ » „ „ » i 4 1 „ 1 1�; 4 1i 1� 4 1� 4 1� 1 � 4 1i » 1 � 1� 4 1� 1 4 1 4 1i 4 4 4 4 ' FD 1� 1� 1 » 4 12 1 4 �. 4 2 2 4 2 2 4 2 2 4 2 2 4 2 4 2 1 1 1 2 2 4 4to � 1 2 1 GiambertoneArchitects.com 1 I 1 1 1 I CD FIRST FLOOR 0 4„ 4» » » 4 4» � 3 1 4 4„ 4 90 /J- 4' FREEMAN ENGINEERING,PLLC EMAti CONTINUED ON 13„ �1 3555 Veterans Memorial Hwy -- DRAWING 6.1A --------� Suite Q 1 \, Ronkonkoma, NY 11779 W: 631-648-0577 ADD ALTERNATE ��sIKEr<a� freemaneng@optonline.net CONTINUED ON DRAWING 6.1A ELEVATOR SUMP PUMP BASIS OF DESIGN STANCOR TOTAL PUMP PACKAGE PUMP #1 ELECTRICAL APPROX. ID MODEL NO. SERVICE GPM HEAD NAMEPLATE V/PH/Hz FLA MFS WEIGHT REMARKS BASIS OF DESIGN ITT GOULDS project: FEET HP (LBS) SEWAGE EJECTOR PUMP SCHEDULE ESP-1 P-2B-1/2-4-1 ELEVATOR A 10 25 1/2 120/1/60 — — — 1 2 ID SERVICE MODEL NO. PUMP ELECTRICAL REMARKS ESP-2 P-2B-1/2-4-1 ELEVATOR B 10 25 1/2 120/1/60 - - - 1 2 HEAD NAMEPLATE The Enclaves ESP-3 P-26-1/2-4-1 ELEVATOR C 10 25 1/2 120/1/60 - - - 1 2 GPM FT. W.G. RPM HP V/PH/Hz ESP-4 P-2B-1/2-4-1 ELEVATOR D 10 25 1/2 120/1/60 — — — 1 2 SE-1 SANITARY (2)3888 WS1538 D3M 95 15 1750 1.5 208/3/60 1 2 1 PROVIDE WITH OILMINDER CONTROL PANEL MOUNTED REMOTELY. COORDINATE LENGTH OF POWER CORD WITH FLOOR PLAN 1Q (4)FLOAT SWITCHES 2Q NEMA-4 DUPLEX CONTROL PANEL TO BE MOUNTED ON FLOOR ABOVE WITH MAGNETIC STARTERS, FUSED DISCONNECT SWITCHES 2 SEE DRAWING P5.3 FOR DETAIL. 56655 Route 25 LOWER LEVEL MIN. 1 8" PITCH Southold, New York TYPICAL OF ALL SANITARY RISER DIAGRAM SANITARY/WASTE PIPING SCALE: NONE 4 job number: \/TR�'� ROOF 16-003/7100 I 1 date: WET BAR/PREP 3„1 204 1 08.21 .23 25% SD ISSUED FOR REVIEW __ 1 09.06.23 80% SD ISSUED FOR REVIEW T —I---1 09.22.23 DD FOR REVIEW & COORDINATION 1 1 1 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 1 1 1 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT 1 SK HS 02.07.24 ISSUED FOR BID 2 2 1 03.22.24 RE-ISSUED FOR BUILDING PERMIT i FD 2 1 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 i SECOND FLOOR 3„ I FOOD PREP BAR AREA 1 131 131 1 12»I 3» 3„ 1------r--------1---r--i---- -----r----------- ------r-----r-----i----- -----1------r----- ------1--------1 3?1 ------T------t-------1 ----r------r-----T-------� 1 1 I 1 1 1 1 I i 1 1 1 1 I 1 1 i I 1 1 I 1 I I 1 1 I I 1 1 1 i i i i 1 1 1 i 1 1 I 1 1 1 I 1 I 1 i I1 » I1 » 14 1 I1 » Ill" I1 i» Ill" Ill" I1 l„ Ill" Ill" Ill" Ill" I1 » I1 » I1 » q'I 111» Ill" Ill" 1 I1 l» I1 » I1 „ I1 „ or NC'w i 1 I 1 1 1 I 1 I 1 1 1 I 1 i 1 I 1 1 I 1 1 I 1 I �� �R>c FR• ��- i I I I I I I I I I I I I I I i I i I I I I I I I I i I I I I I I I I I I I i I 2 2S . I I I I I I I I I I I I 1 I I I I I I I I 1 FS I FD 1 1 FS 1 FD 1 FD I FS 1 FD 1 FS ( FS 1 FD 1 FS 1 FD I FD I FS 1 FS 1 ' FD I FD 1 FS 1 1 FS I FD I FS I FS I 2 2 1 2 1 2 1 2 2 2 1 2 2 1 2 1 2 1 2 I 2 2 1 2 I 2 I 2 1 2 1 2 I 2 I 2 I 2 i I I I I I I I I I I 1 I 1 I i I I I i I I I status: FIRST FLOOR Issued for Buildin P rnu e t 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 1 3" 3" 3" 3" copyright: © 2023 AVGA » „ „ „ 1 „ THF. COPYRIGHT DRMNINGS,SPECIFICATIONS, AND OTHER DOCUMENTS 4 4 4 3 PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCIIITFM. ,P.C. CO (AVGA)FOR TIIISPROJECT,ARE INSTRUMENTS OF AVGA. TIIESE DOCUMENTS KITCHEN 1 ARE SERVICES FOR T HE USE SOLED, AVGA ELY VITH RESPECT TO THIS PROJECT. UNLESS 2" OF THESE C07 122 DOICUNIENfS AND SHALL RET IN ALLCONIMONLAW,STATUTORY.I.BE DEENfED THE IIANDOTHF R RESERVED RIGHTS THAT THESE DOCUNIF'NTS SHALL NOT BE USED BY THE -- ----- ----- ----- ----- ----- -----T----- ----- ----1.�---- ----- ----- -------� O\N ER, OR OTHERS, ON OTHER PROJECTS FOR A1DPHONS TO THIS 1 PROJECT, OR FOR THE COMPLETION OF THIS PRO ECT' FOR OTHERS. I 1 1 I 1 1 I 1 1 I 1 i 1 1 I Ply med: Wedncsda�',Mak'29,2024-11:27am By: ksFcar 1 1 11 I1 11 I1 11 11 (1 11 11 I1 11 '1 11 1 File: J:\7100\Dra%Ning Filcs\T]l I?NCLAVI S-110TI i.\7100 P6.Ld�g I I 1 1 I I I i 1 1 1 I 1 1 I 1 I i 1 I 1 1 1 1 1 I 1 i 1 I I 1 I I 1 1 1 1 1 1 1 2S I I I I I I I I I I I 1 3 c\P. SK 1 2 title: 1 1 1 I 1 1 1 1 1 1 1 1 1 Plumbin 1 FS 1 FD 1 FS ' FS I FS 1 FD ' FS I FD 1 FD FS FS 1 FS ' F -" 1 i 1 1 1 1 1 1 1 1 I 1 I 1 D 1 • 2 Riser Dia ram I 1 1 I I 1 1 1 1 1 I i 1 I I I scale: As Noted LOWER LEVEL drawn: PF 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" MIN. 1 /4" PITCH GREASE WASTE RISER DIAGRAM P6 . 1B TYPICAL OF ALL GREASE WASTE PIPING SCALE: NONE ROOF P P P P P P P P P P ROOM #40 ROOM #39 ROOM #38 ROOM #36 ROOM #37 ROOM #34 ROOM #35 ROOM #32 ROOM #33 ROOM #34 ROOM #31 ROOM #28 ROOM #27 ROOM #29 RCOM #26 ROOM #24 ROOM #23 ROOM #25 ROOM #22 ROOM #21 1 2 5 s s 10 3 4 7 s -0 239 238 236 237 234 -5 232 233 O 231 228 227 229 226 -4 223 225 222 221 P P P P P P P P P 13 14 17 19 20 11 12 15 16 P 18 1 1 1 1 » �» 4 141 141 WC SHWR LAV I WC SHWR12V LAV I WC SHWR BT LAV I 2 � 5 2 2 2 1 ill to P P P P P P P P P P P P P P P P P P P P •YT L •YT LS 20 19 18 16 17 14 15 12 13 10 11 8 7 9 6 4 3 5 2 1 SECOND ANDREW V. to FLOOR TYPICAL DOMESTIC WATER RISER DIAGRAMS 1 " 1 " 1 " 12r 1 1 ,+ 1 1 „ 121 „ 14» 1 14» 12» 1 1 to 1 ,+ 1 to 1 » 1 1 1 12r 1 1 1 1 1 1 1 1 14„ 12 4„ 1„ 4„ +, 4» 1 „ 4» I2„ 4» 12 4 12 4 12 4 12" 3„ " 4„ „ 4 „ 4 „ 4 „ 4 „ 4 +, 4 » 4 » » 12 1 » » » » » » » » SCALE: NONE GIAMBE"I'lONE I 4 I 4 1 4 I I I I I I 4 I 4 I 4 I 4 I 4 I I I I I 4 I 4 I 4 CONTINUED I� I� 1� I� � I� 1 I I I I I 1 1 1 1 I I I I I I I I I I I WOMENS POOL BATH ON RISER ROOM #8 ROOM # ROOM # ROOM #6 ROOM #4 ROOM #3 ROOM #5 ROOM #2 ROOM #1 ROOM 20 ROOM 1 ROOM 18 ROOM 16 ROOM �17 ROOM 14 ROOM 15 ROOM #12 ROOM 1 ROOM 1 ROOM #11 MIBELOW 120 #1 I 1 19 # I 1 18 I 1 16 # ItI_ 1 17 ( 1 14 # I 1 15 #1 I 1 12 I 1 13 I 1 10 # I 1 1 1 I 108 I 107 109 ( 106 I 104 I 103 I 105 I 102 I 101 2 " 2)1 & ASSOCIATES 1 1+ I � — 12» I —�— ( 12 »— -I— I — �— I � — �» 13» — ' -1- I - - I I - - 13„ — - ---r— I —r — 3++ (— I --I — I — T I �, — 1 I - - 3„ — - - - - �— - - - - � —I- - — I — -� — 1 I I — — — l — -L — 1 I I 3 — — — — — — I ' _I _ I ___ ' ___I _ ___ ' ___I _ ___ ' ___I _ ___ ' r_I _ ___ ' ___I li� ! ___ ' ___I _ ' ___ ' ___� 1j,711 ___ ' r_I _ ___ ___I _ ___ ___ ___ ___ _ ___ ___ _ _ _ ® ARCHITECTS ° 1 to 1 , 1fil I , , 1111' , 1» »I1 , +, »I1 , 1„ »I1 »I1 , i , »I1 1» »I1 „ 4»I1 , 1JJ„ 11 :Eli » 1 , 1» » 1 , T » » »I1 , 3,4» 4 ` 1141' 4..J^ 4.3^ 4..J^ J^ :Eli .J^4 .i^ I J'� I J'�4 J^� !' 4..J^ .!^ 4..J^ P P P P P P P P P P P P P P P P P P P P 1'14 2'14 1 l 1 20 19 18 16 17 14 15 12 13 10 11 8 7 9 6 4 3 5 2 1 1 I , I 1 62 Elm Street 1 , Huntington, NY 11743 g SHWR11 WC l_� WC I SHWR LAV LAV LAV I 2 5 5 1 2 2 2 2 I Telephone: 631.367.0050 _l=, " I Fax: 631.367.6636 I FIRST FLOOR GiambertoneArchitects.com 2' __ ___ ___�J CONTINUED NTIRISER 0 POOL EQUIP. ROOM WOMENS/MENS CHANGING/BATH SALON WOMENS/MENS CHANGING/BATH PED./MAN. MASSAGE MASSAGE FACIAL RM Fm_�cH RM BELOW C27 C27 C28 C22 C27 C28 C21 11C24 C25 C26 3 i C16 2" — — — — — — — — — — _ — — — — — — 2— T �— 2 „ 1 —� — — 41 E M 9 FREEMAN ENGINEERING,PLLC DOMESTIC WATER SERVICE » DCV 1 » ''° 3555 Veterans Memorial Hwy TO CONTROL BUILDING. L 2 1 — — 1 " 11" 2" ;;�', Q T Suite SEE SITE/CIVIL ENGINEERS — — — — 4 — — — 2» I 1 1 I 1 1 1 Ronkonkoma, NY 11779 DRAWINGS. - --- --- --- - --- --- - - - --- - --- - 1 1 1 1 1 MAKEUP WATER ( I 1 , 1 I 1 ( I I SEE PIPING � c w: 631-648-0577 DOMESTIC WATER SERVICE SERVICE TO POOL I I I I ( I I I I I 1 ( SCHEMATIC �kEftR TO COTTAGES. SEE EQUIPMENT. I I I freemaneng@optonline.net I I I I I I I I 1 1 1 1 I I 1 1 1 1 � I DETAIL ON SITE/CIVIL ENGINEERS i 1 1 i 1 " i i P-3 5 DWG P5.3 DRAWINGS. 1 +11 , ,44 1 ,14 1 �� 1 1 ,14 1 i'� 'i '� ' 1 project: I I I I I 4" f4i" 4" „ §;v SHWR SHWR I I 1 LAV LAV iv �(l I LAV LAV LAV;" �(l I LAV I I I SHWR SHWR SHWR 1 I ( WC WC WC I WC ( LAV LAV LAV I I I SK 1 1 WC I WC 1 LAV LAV LAV 1 I I TUB TUB 1 I 1 SK 1 SK I SK 1 The Enclaves 2 2 2 2 2 2 2 2 2 2 2 5 5 5 5 2 2 2 2 5 5 2 2 2 2 2 2 2 2 "'(11 "(r (11 » » » 14» 14„ 14» 14„ » » » 1» » 1 1lip 1 4„ » » ,> » » HWH-3 HW-5 LOWER LEVEL 56655 Route 25 DOMESTIC WATER RISER DIAGRAM TO FLOOR DRAIN SCALE: NONE TRAP PRIMER. SOut�101d, New York WATER HEATER SCHEDULE BASIS OF DESIGN AO SMITH PUMP SCHEDULE BASIS OF DESIGN SICO WATER SIDE GAS HEAT ELECTRICAL APPROX. APPROX. PUMP ELECTRICAL APPROX. job number: ID MODEL NO. SERVICE CAPACITY GPH ENTERING LEAVING AP TOTAL GAS PRESS. INPUT V/PH/Hz MCA MFS DIMENSION WEIGHT REMARKS ID MODEL NO. SERVICE GPM HEAD RPM NPSH IMP. DIA. BHP NAMEPLATE V/PH/Hz MCA MFS WEIGHT REMARKS ROOF 16-003/7100 GALLONS TEMP 'F TEMP .'F FT. WG. MBH IN. W.G. MBH WxDxH (LBS) FT. W.G FT. INCHES HP (LBS) HWH-1 BTH-500A MXI KITCHEN-LOWER LEVEL 119 659 40 140 - - - 499.9 - - - 33"Dx76"H - 1 2 BP-1,2 3656 5BF DOMESTIC 75 40 1750 - - - 1.5 208/3/60 4.9 - 16 1 2 3 HWH-2 BTH-300A MXI FOOD PREP-1ST FLOOR 119 349 40 140 - - - 300 - - - 33"Dx76"H - 1 2 O VFD DRIVES, AUTOMATIC ALTERNATOR, 24 HOUR TIMER, HOA FOR EACH PUMP, DISCONNECT SWITCH FOR EACH PUMP, ALARM & LIGHTS & DRY CONTACTS FOR REMOTE ALARM WET BAR/PREP date: HWH-3 BTH-199A MXI HOTEL 100 47() 40 140 - - - 199.9 - - - 28"Dx76"H - 1 2 204 W-WC W-WC O2 WITH 5 GALLON 150WPSI CUSHION TANK, MODEL WX-102 O3 WITH VFD CONSTANT PRESSURE WATER BOOSTER CONTROLLER & NEMA-1 ENCLOSURE 207 208 HWH-4 BTH-120A MXI EVENT SPACE 60 13fi 40 140 - - - 120 - - - 28Dx56„H - 1 2 O MOUNT ON CONCRETE BASE ON VIBRATION ISOLATION 08.21 ,23 25% SD ISSUED FOR REVIEW HWH-5 BTH-199A MXI HOTEL 100 470 40 140 - - - 199.9 - - - 28 Dx76 H - 1 2 09.06.23 80% SD ISSUED FOR REVIEW O1 ISOLATION VALVE KIT O2 CONDENSATE NEUTRALIZER HOT WATER CIRCULATOR PUMP SCHEDULE BASIS OF DESIGN TACO 09.22.23 DD FOR REVIEW & COORDINATION ELECTRIC WATER HEATER SCHEDULE BASIS OF DESIGN AO SMITH PUMP ELECTRICAL APPROX. 09.29.23 80% DD ISSUED FOR REVIEW ID MODEL NO. SERVICE HEAD NPSH IMP. DIA. NAMEPLATE WEIGHT REMARKS CONTINUED 10.12.23 50% CD ISSUED FOR PERMIT STORAGE ELECTRICAL APPROX. GPM RPM BHP V/PH/Hz MCA MFS ON RISER FT. W.G FT. INCHES HP (LBS) 11 .15.23 FOR REVIEW & COORDINATION ID SERVICE MODEL GAL GPH ENTERING LEAVING AP TOTAL ELEMENT V/PH/Hz FURL LOAD D WEIGHT REMARKS P-1 009-SF5-IFC KITCHEN 8 4 3250 - - - 1/8 115/1/60 1.4 - 9.5 ABOVE 01 .10.24 ISSUED FOR PERMIT EWH COTTAGES DEL-10 10 12 TEMP :F TEM40'F FT. WG. MBH WATTAGE 208 1 60 (AMPS) (L35) 1 2 P-2 0011-SF5-IFC FOOD PREP 8 20 3250 - - - 1/8 115/1/60 1.4 - 9.5 02.07.24 ISSUED FOR BID / / P-3 0013-SF5-IFC HOTEL 10 24 3250 - - - 1/8 115/1/60 1.4 - 9.5 sK HS we we we WC URN URN LAV LAv LAv LAv LAV LAv 03.22.24 RE-ISSUED FOR BUILDING PERMIT O1 WITH TEMPERATURE AND PRESSURE RELIEF VALVE PIPED TO DRAIN PAN �2 CEILING-HUNG, PROVIDE W/ SECONDARY DRAIN PAN PIPED TO NEAREST DRAIN P-4 0011-SF5-IFC EVENT SPACE 6 20 3250 - - - 1/8 115/1/60 1.4 - 9.5 2 2 5 5 5 5 5 5 2 2 2 2 2 2 P-5 0013-SF5-IFC HOTEL 10 24 3250 - - - 1/8 115 1 60 1.4 - 9.5 2» 4" � „ 1 1 1 1 1 " 1 " " " ' " / / / " _ _� 4" 04.29.24 ISSUED FOR ADDENDUM NO.2 O1 HOT WATER CIRCULATOR PUMP SHALL BE OPERATED VIA PROGRAMMABLE TIME CLOCK AND PIPE TEMP. SENSOR TO MONITOR HOT WATER SUPPLY TEMP. WITHIN SYSTEM 2' — — — — T' 2 05.22.24 ISSUED FOR ADDENDUM NO.3 » SECOND FLOOR BAR AREA MENS POOL BATH FOOD PREP M-WC W-WC - 131 131 1 131 129 2„ 128 ___ ___ ___ ___ ___ _ ___ ___ _ ___ _ _-- - TO FLOOR DRAIN - --- --- --- --- - — — _ — � TO FLOOR DRAIN TRAP PRIMER. TRAP PRIMERS. — — — — — — — — — — — — FOOD PREP W-WC M-WC 1 (2) ---- --- --- - - --- --- --- - --- - - 131 -1 -1 I 136 135 1 1 i ill 1 1 ' � I 1 1 I I I I I I I I I I I I I 2„ 2„ l II II II II 1 1 3 lot ,+I „ „ „ » » „ „ „ „ ,+ » , 4"I 4' Y" 4" 14" 1 4 12 4 I , 4 4 4 1 ' I 4 1 4 4" OF NCVy�' ' B15 B14 B13 B5 I I 1 I 96 1 1 97 I 1 , 102 104 106 56 52 48 I 63 74 I 43 38 18 52 14 F4 1 1 I r sK sK SK ' I I I 1 1 i I I we we we we ( l I I Hs ' sK WATER ICED DW , , 1 sK , DW sK STEAM I I I sK(3) ICE STEAMER , I sK WATER COFFEE ICED LAv LAv LAv rwc we we we RN uRN uRN we we i I LAv LAv LAv DW SHWR SHWR SHWR I I WC URN URN LAV LAV LAV I , 1 SK LAV LAV LAV LAV 1 I I I I I I I I 1 2 2 2 1 1 FILL TEA 1 ( 1 2 ' FILL ESPRESSO TEA 1 1 Fa '�0.07 '� ' 1 1 1 5 5 5 5 2 1 2 2 2 2 I 1 2 1 2 » 2 5 » 5 » 5 +, 5 „ 5 5 5 5 5 1 2 +, 2 » 2 �! „ » » +, „ » » » » » » ,+ + 4+, „ �„ �„ �,+ 2 2 2 5 „ 2 „ 2 „ 2 I „ „ 2 » ,+ » „ „ „ I t „ I I » » ,> �„ 1 1 1 1 I I I l I 1 1 1 1 1 1 1 — L+ L+ L+ l 1 1 I I FIRST FLOOR Status: LAUNDRY WC 2j» i i Issued for Buildin Permit C08 C06 I CONTINUED RISER 2 +, — — i — — — — — — — — — — — — — KITCHEN STAFF WC STAFF LOCKER RM #1 copyright: © 2023 AVGA ABOVE ' VALVE C07 C 1 2 C 1 3 f I THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUI ENTS MIXIN2 — — HANDGSINKS. TYP CAL.FOR HEN i I I PREPARED BY ANDJ CTV.RE INSTRTONEANDASSOCI.T iI SF. HTCUNf P.C. » „ AVG.A FOR'CI iIS PROJECT,ARP.INSTRUMFrN1'S OF AVGA. TIIESIi DOCU1<IENTS — — Z ARE,LRVICES FOR T HE USE SOLEI \X1TH RESPECT TO THIS PROJECT.UNLESS a1// OTHERAISE PROVIDED, AVGA SHALL BE DEEMED TI IF.AUTHOR OF THESE TI _ » a _ _ _ — — _ _ _ _ _ DOCUMENT'S AND SHALL RETAIN ALLCO\PJONLAXV,STATUTORY ANDOTHER 4" 4" 1 M EC H R M I— I 1 RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BF USED BY THE 2 ' OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS C05 ——— I ——— ——— ——— —— — — ___ ——— _ PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. I I I 1 I._ T 1 1 — — — — — — — — — — — — — — — 11„ P(,rttcd: �x'edncsday,ltla�,39,2034-11:27am By: ksl,car INCOMING 4" I — I I I — I I I — 1 — — — _ I File: �:��l0o�nr117„�ri1 s\T1JF.ENCLAVES-11OTF}.\7100P6z.a\�g DOMESTIC „ - - - --- - - --- --- - --- - --- - -- WATER SERVICE. P-2 P-1 _I I I I I I I fide: CONTINUED I _1_I _ - 1 1 I 1 1 • ON SITE I l l l F i i i i ,1 i ii i 1 1 P- ENGINEER'S I 11 1,� ++ Plum bin DWGS. 1 I " I '� 1 4 1+I 1, 1» 1„11„ » 1 lot 11„ „ 1++1 1„ „ „I 1„ ++ ++ 4 ' , „ 1„1 1„ ++ 1,+11„ » 1+'I » It »I 1„ »I 212 2 � 4 4 1� 1 2 ill I n I I 1 ' Riser Diagram » r34 » ++ I I ( C128 C133 C86 I I C84 I I C102 C77 C75 C88 C64 I I C53 1 l C48 I C46 C17 4 ' ' I I 1 1 I 1 1 1 I 4 scale: As Noted III I I I 111 111 I I 11 111 I I11 SS I WC LAV I SS HS SK(3) SK 1 SK SK SK 1 SK 1 SK HS WC LAV WM WM I SODA STEAMER SKILLET ICE 1 3 5 2 ' 3 2 2 2 2 2 2 1 2 1 2 2 5 2 4» 3„ 4, 1�„ i„ 1 1 » 1 1 » 1 1 » 1 4, 4, I » , 1» 1 1 1» I » 1 » 1 1 , raven: PF' HWH-2 I HWH-1 4 4 4 2» �» 2» �» �„ �» 1 „� „� 2 �„ 2 » » �„ HWH-4 BOOSTER PUMPV H HIJ 1 1 1 BP-1 ' 1 LOWER LEVEL TO FLOOR DRAIN TO FLOOR DRAIN TO FLOOR DRAIN EQUIPMENT TAG NUMBER. TO FLOOR DRAIN P6 . 2 TRAP PRIMER. TRAP PRINTER. DOMESTIC WATER RISER DIAGRAM TRAP PRIMER. REFER TO KITCHEN TRAP PRIMER. CONSULTANTS DRAWINGS FOR SCALE: NONE MORE INFORMATION. ® o ANDREW V. GIAMBERTONE & ASSOCIATES ® ARCHITECTS 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 RTU—C-6 1 " DOAS-1 RTU—C-2 RTU—C-1 RTU—C-7 RTU—C-3 RTU-2-1 RTU-1 -2 RTU-1 —A RTU-1 —B 180 MBH 100 MBH 125 MBH 100 MBH 67 MBH 110 MBH 67 MBH 125 MBH 150 MBH 150 MBH GiambertoneArchitects.com ROOF 2" 2"' 1 1 » 1 �»4 2„ 280 MBH 225 MBH 177 MBH 67 MBH 125 MBH 300 MBH ROOF TERRACE STORAGE ARE E M A FREEMAN ENGINEERING,PLLC 202 4, 3555 Veterans Memorial Hwy Suite Q a Ronkonkoma NY 11779 DF-1 -4 DF-1 -5 DF—C—S ' W: 631-648-0577 2 350 MBH Jill 100 MBH 100 MBH 1 freemaneng@optonline.net 550 MBH 200 MBH project: The Enclaves FP Fv 50 MBH SECOND FLOOR 56655 Route 25 2j„ 3„ 415 MBH 914 MBH Southold, New York EMERGENCY FOOD PREP SHUT-OFF 131 EVENT ROOM DINING 3" 3" 21" 2" Jill 137 125 job number: W CO UT (n N ';0 — M 16-003/7100 CD -1 CDD 0 -1 CD > — A AID — D CPD OM OC M UTz O -< M (0Z OZ UTZ O —< O < D z K D 0 m D 0 G) G) m m � D WK � m � � WK Km � M � M � � � � date: CD W = m Cl) ao = m co oo co W co 0 0 0 E � 0 0 0 0 50 MBH 55 18 23 24 74 76 82 83 84 85 21" MBH 08.21 .23 25% SD ISSUED FOR REVIEW 2„ 09.06.23 80% SD ISSUED FOR REVIEW 300 MBH 09.22.23 DD FOR REVIEW & COORDINATION 4" 1 ,329 MBH 09.29.2 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 2" 01 .10.24 ISSUED FOR PERMIT 280 MBH 24„ 02.0 . 4 ISSUED FOR BID 580 MBH 4°� 4" 4" 6" 5" 6" FP FP FP HOTEL GEN 03.22.24 RE-ISSUED FOR BUILDING PERMIT 3„ 1 ,387 MBH 1 ,587 MBH 1 ,787 4,728 MBH 4,853 MBH 6,948 MBH 50 MBH 50 MBH 14„ 50 MBH 171 MBH GRADE 780 MBH MBH 4" 1 „ 50 MBH FIRST FLOOR GRADE 04.29.24 ISSUED FOR ADDENDUM NO.2 3 2,095 MBH — 1 » 05.22.24 ISSUED FOR ADDENDUM N0.3 985 MBH F5" 1 171 MBH 1 6„ 3„ 3 �- 2„ 2874 MBH 200 MBH 3 4" EMERGENCY �� 641 MBH " 4,661 MBH �7,66 MBH 221 MBH 21"(450 MBH) WINE 774 MBH 2„ 1 ,210 MBH MECHANIC L 1 SHUT-OFF 1� 1 STAFF LOCKER MECHANICAL ROOM LAUNDRY ROOM 205 MBH ROOM 2„ 2„ 22$ 2" ROOM #1 24" MBH ROOM DF-MUAU- 04 CO2 CONTINUED ON COTTAGE PLANS—) C16 -� ;:a � N � cn-� co O cn O 300 MBH;aM > -� v - > O < O < C13 C05 2, 3„(974 MBH) O -< O -< z Oz Oz m m 2 4"(1900 MBH) 2„ 2„ W W W m � m � m W z � z 2„ 2» 4"(1 100 MBH) _ _ = C=° °_° _ = 12" DF-DOAS- DF-DOAS- DF-MUAU- 200 MBH 1250 MBH 350 MBH 3"(800 MBH) 219 of HCW C66 C67 C68 C73 774 C76 C77 3" 224 MBH P�ti Y KITCHEN 800 MBH HWH-3 HWH-5 C07 HWH-4 HWH-2 , HWH-1 :V 200 MBH 200 MBH 120 MBH 300 MBH 2 500 MBH 21 50 MBH GAS METER BY EQUIPMENT TAG NUMBER. c� h�,trt9`� REFER TO KITCHEN NATIONAL GRID Jill ARo -S CONSULTANTS DRAWINGS FOR 7,589 MBH MORE INFORMATION. 1l" status: G FP DRYER DRYER 50 MBH V112 MBH 112 MBH Issued for BuMng Permit LOWER LEVEL copyright: 0 2023 AVGA THE COPA'RICHT DRAVINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GTAMBFRTONE AND ASSOCIATFS,ARCHI'I'EC'IS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUNIENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY)XITH RESPECT TO THIS PROJECT.L'NI,ESS OTHERMSE PROVIDED, AVGA SHALT.BE DEEMED THE AUTHOR OF THESE, DOCUMENTS AND SHALL RETAIN ALI,COMMONI.AW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE? DOCUMENT'S SHALL NOT BE USED BY THE O\VNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECF, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Wechicsdac,Mac 29,2024-1127am Bv: kshear CONTINUED ON SITE ENGINEERING DWGS. File: J:\7100\1)ra«in1;F;ics\Tlll?l.:vCl.,wl:S-110'r1a,\7100r6.3.dxvg title: Plumbing Riser Diagram LOW PRESSURE NATURAL GAS RISER DIAGRAM scale: As Noted SCALE: NONE drawn: PF 603 ST-1 ST-2 ST-3 ST-4 ST-5 ST-6 ST-7 ST-8 ST-9 ST-10 ST-1 1 ST-12 ST-13 ST-14 ST-15 ST-16 ST-17 ST-18 ST-19 (558 sqft) (1 ,112 sqft) (1 ,295 sqft) (1 ,295 sqft) (1 ,295 sqft) (1 ,085 sqft) (593 sqft) (558 sqft) (1068 sqft) (1250 sqft) (1250 sqft) (1250 sqft) (1027 sqft) (593 sqft) (248 sqft) (290 sqft) (290 sqft) (290 sqft) (248 sqft) P 3„ P 3„ P 3„ P 3„ P 3„ P 3» P 3,f P 3„ P 3„ P 3„ P 3„ 3„ P 3» P 3„ P 3„ P 3„ P 3,. P 3„ P 3„ ROOF (17.4 gpm) (34.7 gpm (40.4 gpm (40„4 gpm (40,4 gpm (33.7 gpm', (18.5 gpm) (17.4 gpm) (33.1 gpm) (39.0 gpm) (39.0 gpm) (39.0 gpm) (32 gpm) (18.5 gpm) (7,7 gpm) (9 gpm) (9 gpm) (9 gpm) (7.7 gpm) ANDREW Ve FROM BALCONY GIAMBE-JPLVTONE SPACES „ 3" 3 3" 3" 3„ 3" 3" & ASSOCIATES 3 3 3 3 3 3 3 3 3 3 3 „ (52.1 gpm) (40.4 cipm) (40.4 gpm) (40.4 gpm) (33.7 gpm) (18.5 gpm) (17.4 gpm) (33.1 gpm) (39.0 gpm) (39.0 gpm) (39.0 gpm) (32 gpm) (18.5 gpm) (7,7 gpm) (9 gpm) (9 gpm) (9 gpm) (77 gpm) GUTTER * ARCHITECTS (1083 sqft) P 3„ SECOND FLOOR 62 Elm Street Huntington, NY 11743 311 5„ 5" 4„ 3» 3» 3„ (33.7 gpm) Telephone: 631.367.0050 (184.1 --- --- (152.9 (119.8 (79.4 gpm) 3" DRAIN TO Fax: 631.367.6636 GRADE WITH 9Pm) gpm) (152.1 gpm) (16.7 gpm) (25.7 gpm) (34.7 gpm) SPLASHBLOCK. gpm) 6" GiambertoneArchitects.com 5„ 3„ 4» 5» 511 (222.4 gpm) (39.0 (79.4 (118.4 CO gpm) 9Pm) gpm) 3 {2 o 6 (221 .1 6" L] 18.5 { 9Pm) gpm) (255.8 _J1 gpm) gpm) FIRST FLOOR FREEMAN ENGINEERING,PLLC EM94, 3555 Veterans Memorial Hwy 'r �" Suite Q ( 9P ) (263.5 222.4 m 6" Ronkonkoma NY 11779 '��; OUT TO SITE gpm) F,�s `�c, OUT TO SITE /NE�� W: 631-648-0577 DISCHARGE, SEE DISCHARGE, SEE freemaneng@optonline.net SITE/CIVIL DRAWINGS SITE/CIVIL DRAWINGS prof ect: LOWER LEVEL The Enclaves 56655 Route 25 Southold, New York job number: 16-003/7100 OVERFLOW FROM MEETING SPACE ROOF date: 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW ST-21 ST-22 ST-25 ST-24 ST-30 ST-31 ST-32 ST-41 ST-42 09.22.23 DD FOR REVIEW & COORDINATION (434 sqft) (32 sqft) (233 sqft) (105 sqft) (190 sqft) (109 sqft) (2176 sqft) (1 ,040 sqft) (1 ,040 sqft) 09.29.23 80% DD ISSUED FOR REVIEW p 3„ p 3„ p 3„ p 3„ p 3„ p 3„ p 4» P 3„ P 3" ROOF 0.12.23 50% CD ISSUED FOR PERMIT 11 .1 .23 FOR REVIEW & COORDINATION 01 .1 (13.5 gpm) (1 gpm) (7.3 gpm) (3.3 gpm) (5.9 gpm) (3.4 gpm) (67.9 gpm) (32.4 gpm) (32.4 gpm) 00.24 ISSUED FOR PERMIT 3" 02.07.24 ISSUED FOR BID (10.6 gpm) 03.22.24 RE-ISSUED FOR BUILDING PERMIT 04.29.24 ISSUED FOR ADDENDUM NO.2 3„ 311 3» 390 3„ 05.22.24 ISSUED FOR ADDENDUM NO.3 (11 .6 gpm) (9.3 9Pm) ST-20 ST-23 ST-26 ST-27 ST-28 ST-29 ST-33 ST-34 ST-35 ST-36 ST-37 ST-38 ST-39 ST-40 ST-43 (293 sqft) (264 sqft) (743 sqft) (308 sqft) (1096 sqft) (1096 sqft) (328 sqft) (328 sqft) (352 sqft) (362 sqft) (349 sqft) (364 sqft) (353 sqft) (353 sqft) (89 sqft) p 3„ p 3„ p 3„ p 3„ p 3» p 3„ P 3„ P 3„ P 3„ P 3» P 3„ P 3„ P 3» P 3" P 3„ SECOND FLOOR (9.1 gpm) (8.2 gpm) (23.2 gpm) (9.6 gpm) (34.2 gpm) (34.2 gpm) (10.2 gpm) (10.2 gpm) (11.0 gpm) (11 .3 gpm) (10.9 gpm) (11 .4 gpm) (11 .0 gpm) (11 .0 gpm) (2.8 gpm) (22.3 (22.3 ,� OF NSW Y 4„ _ 3„ 3 gpm) 3 9Pm) 3"9Pm 77.2 m 3„ 3" „ ( 9P ) (20.4 (42.7 4 (17.3 gpm) gpm) (65 . 4„ 3 (32 3» .8 gpm) gpm) gpm) 4'0 4„ p os �AS�i�p��J (87 /�4411 oac-f (90.7 gpm) (11 .6 gpm) 3„ (50.1 gpm) gpm) status: 90 FIRST FLOOR Issued for Building Permit 31$ 3 copyright: © 2023 AVGA THE COPYRIGHT DRAYYTNGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBFRTONT AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INS'lW\ENTS OF AVGA. TH17SE DOCU I NTS OUT TO SITE OUT TO SITE 5" „ ARE SERVICES FOR T HE USE SOLELY WM I RESPECT TO THIS PROJECT. UNLESS (9 0.7 g p m) » 5 OTHERWISE PROVIDED, AVGA Sr LOLL BE DEEMED THE AUTHOR OF TI IFSE 4 DISCHARGE, SEE DISCHARGE, SEE (119.4 5" DOCUNIFINTS AND SIIALL RETAIN AI.LCONfMONLAW,STATUTORY ANDMER SITE CIVIL DRAWINGS m (151.8 154.6 o)NNRR, OR oTIr RS,I ON SOTHER OJECT,ORNADni7To S TO THIS (102.3 gpm) 15'2.4 m SITE/CIVIL DRAWINGS / 9P ) gpm) ( gpm) OUT TO SITE PROJECT, OR FOR THE COMPLETION of TINS PROJECT FOR OTHERS. ( gpm) DISCHARGE, SEE OUT TO SITE SITE/CIVIL DRAWINGS ''loaca: `c(Iiiesaa` Ma`29,2024-1127am By: kspear DISCHARGE, SEE Fflc: J:\7100\Dra"7nglFilest'rill,,ENCI.AVFS-1KYrFL\7100P6.4.axcg SITE/CIVIL DRAWINGS LOWER LEVEL title: Plumbing Riser Diagram SHEET NOTES scale: As Noted ROOF DRAIN/STORM RISER DIAGRAM drawn: PF 1 . ALL STORM PIPING TO BE PITCHED PER FOOT UNLESS SCALE: NONE OTHERWISE INDICATED. 2. PIPE SIZING BASED ON 3" RAINFALL RATE PER NATIONAL STANDARD PLUMBING CODE. 3. PROVIDE ROOF SCUPPERS FOR SECONDARY DRAINAGE. P604 PLUMBING SPECIFICATIONS STORM DRAINAGE PIPING a. JAY R. SMITH MFG CO; A DIVISION OF MORRIS GROUP INTERNATIONAL. 10. INSTALLATION PIPING SYSTEM VALVES: b. SIOUX CHIEF MANUFACTURING COMPANY, INC. A. GENERAL PROVISIONS FOR PLUMBING WORK A. COORDINATE WITH OTHER WORK AS NECESSARY TO INTERFACE PART 1 - GENERAL c. ZURN INDUSTRIES, LLC. 1. PROVIDE A COMPLETE PLUMBING SYSTEM INCLUDING FIXTURES, DOMESTIC INSTALLATION OF EQUIPMENT WITH OTHER COMPONENTS OF SYSTEMS. A. DOMESTIC WATER VALVES TABULATED HEREIN HAVE BEEN SELECTED WATER SERVICE, SANITARY INTERIOR DRAINAGE SYSTEM AND ALL PIPING, B. DOMESTIC WATER SUPPLY SYSTEMS FROM THE CATALOG OF THE STOCKHAM CO. APPROVED EQUALS OF 2. STANDARD: ASME Al12.36.2M. FITTINGS, HANGERS, INSULATION, VALVES, CUTTING AND FINAL CUTTING, AND (1) ALL WATER PIPING SHALL BE RUN FREE OF TRAPS AND JENKINS CO., CRANE CO. AND APOLLO CO. WILL BE REVIEWED. 1 .1 RELATED DOCUMENTS 3. SIZE: SAME AS CONNECTED BRANCH. PATCHING AND FINAL PATCHING. UNNECESSARY BENDS, AND ANY TRAPS FORMED SHALL BE 4. TYPE: CAST-IRON SOIL PIPE WITH CAST-IRON FERRULE . 2. FURNISH ALL EQUIPMENT AND ACCESSORIES NEW, UNLESS OTHERWISE NOTED PROVIDED WITH DRIP VALVES TO PERMIT COMPLETE BALL VALVES THREADED A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND 5. BODY OR FERRULE: CAST IRON. AND FREE FROM DEFECTS. DRAINAGE OF THE SYSTEM. S216BRRT FOR 2" AND SMALLER SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS 3. WORK MAY BE REVIEWED AT ANY TIME BY REPRESENTATIVES OF THE ARCHITECT SECTION. 6. CLAMPING DEVICE: REQUIRED. C. DRAINAGE SYSTEMS SOLDER 7. OUTLET CONNECTION: NO HUB . AND/OR ENGINEER. (1) SLOPE HORIZONTAL DRAINAGE PIPING 2 INCHES AND ENDS S216BRRS 1.2 SUMMARY 4. CLEANING AND ADJUSTMENT 8. CLOSURE: BRASS PLUG WITH STRAIGHT THREADS AND GASKET . A. BRUSH AND CLEAN WORK PRIOR TO CONCEALING, PAINTING AND SMALLER AT 1/4 -INCH PER FOOT MINIMUM. ACCEPTANCE. PERFORM IN STAGES IF DIRECTED. (2) SLOPE HORIZONTAL DRAINAGE PIPING 2-1/2 INCHES AND B. NATURAL GAS VALVES (COCKS) A. SECTION INCLUDES: 9. ADJUSTABLE HOUSING MATERIAL: CAST IRON WITH THREADS . B. FLUSH OUT PIPING AFTER INSTALLATION AND BEFORE FINAL GREATER AT 1/8-INCH PER FOOT MINIMUM. 1. METAL ROOF DRAINS. 10. FRAME AND COVER MATERIAL AND FINISH: NICKEL-BRONZE, COPPER ALLOY . CONNECTIONS ARE MADE, AT LEAST TWICE, IN A. MANNER AS 11. HANGERS/SUPPORTS 1 . LOW PRESSURE NATURAL GAS VALVES SHALL BE AGA STANDARD GAS w COCKS. 2" AND SMALLER GAS COCKS SHALL BE EQUAL TO -IOMESTEAD N0. 2. CLEANOUTS. 11. FRAME AND COVER SHAPE: ROUND DIRECTED AND/OR ACCEPTED BY THE OWNER. A. ALL PIPES SHALL BE FIRMLY HELD IN PLACE BY APPROVED HANGERS, 3. BACKWATER VALVES. 12. TOP LOADING CLASSIFICATION: HEAVY DUTY. ANCHORS, GUIDE HANGERS, FRICTION HANGERS AND SUPPORTS. 601 . 2 AND LARGER GAS COCKS SHALL BE FLANGED, IRON BODY B. SUPPORT ALL PIPING FROM BUILDING CONSTRUCTION BY PROVIDING LUBRICATED PLUG TYPE 175 PSI WOG EQUAL TO HOMESTEAD NO. 602. 4. TRENCH DRAINS. 13. RISER: ASTM A74, SERVICE CLASS, CAST-IRON DRAINAGE PIPE FITTING AND RISER TO B. PLUMBING FIXTURES INSERTS, BEAM CLAMPS, STEEL FISHPLATES IN CONCRETE FILL PROVIDE OPERATING WRENCHES WITH EACH VALVE. CLEANOUT. 1. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: ( B. RELATED REQUIREMENTS:A. FIXTURES AND TRIM ONLY), AND ACCEPTABLE BRACKETS. 1. SECTION 076200 "SHEET METAL FLASHING AND TRIM" FOR PENETRATIONS OF ROOFS. C. CAST-IRON WALL CLEANOUTS ANDREW V. B. SUPPORTS AND CARRIERS 12. JOINT INSTALLATION 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY C. FAUCETS A. INSTALL JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. GAS REGULATOR: 2. SECTION 078413 PENETRATION FIRESTOPPING FOR FIRESTOPPING ROOF PENETRATIONS. ONE OF THE FOLLOWING: 2. BASE BID MANUFACTURERS B. CAST IRON HUBLESS SOIL PIPING: THE CONTRACTOR SHALL FURNISH AND INSTALL A CSA-LISTED, LOCKUP 1.3 ACTION SUBMITTALS a. JAY R. SMITH MFG CO; A DIVISION OF MORRIS GROUP INTERNATIONAL. GIAMBERTONE A. PLUMBING FIXTURES: KOHLER CO., ELJER CO., AND AMERICAN (1) TYPE 1 COUPLING MAY BE USED FOR PIPING THAT IS FOUR TYPE LINE PRESSURE REGULATOR WHICH SHALL BE CAPABLE OF b. MIFAB, INC. STANDARD, INC., ELKAY. INCHES AND SMALLER. PROVIDE NEOPRENE GASKET (ASTM DELIVERING A VARIABLE VOLUME OF NATURAL GAS UP TO A MAXIMUM A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. c. ZURN INDUSTRIES, LLC. & ASSOCIATES B. BRASSWARE: CHICAGO FAUCET CO., KOHLER CO., CRANE CO., C-564) AND STAINLESS STEEL CLAMP HOLD BAND IN OF 8,100 CFH WHILE PROVIDING A CONSTANT MAXIMUM GAS PRESSURE AMERICAN STANDARD, INC., ELDER CO., T AND `S BRASS WORKS, INC., ,. 1.4 QUALITY ASSURANCE 2. STANDARD: ASME A112.36.2M. INCLUDE WALL ACCESS. ACCORDANCE WITH CISPI. OF 14 W.C. THE LOCKUP TYPE LINE PRESSURE REGULATOR SHALL BE RADA, DELTA FAUCET CO., MOEN, AND SPEAKMAN CO. C. COPPER TUBING: INSTALL IN ACCORDANCE WITH COPPER 3. SIZE: SAME AS CONNECTED DRAINAGE PIPING. 3. FIXTURES DEVELOPMENT ASSOCIATION RECOMMENDATIONS. PROVIDED WITH UPSTREAM AND DOWNSTREAM PRESSURE-TEST GAUGES. THE PRESSURE REGULATOR SHALL BE CERTIFIED TO ANSI Z21 .80 AND A. DRAINAGE PIPING SPECIALTIES SHALL BEAR LABEL, STAMP, OR OTHER MARKINGS OF 4. BODY: HUB-AND-SPIGOT, CAST-IRON SOIL PIPE T-BRANCH AS REQUIRED TO MATCH * ARCHITECTS A. SEE P-601 AND ARCHITECTURAL DRAWINGS. (1) SOLDERED JOINTS: PROVIDE FOR DOMESTIC WATER TUBING CSA 6.22A FOR INLET PRESSURES UP TO AND INCLUDING 2 PSIG AND SPECIFIED TESTING AGENCY. CONNECTED PIPING. 4. EXPOSED PIPE AND ACCESSORIES SYSTEMS. USE 95-5 TIN-ANTIMONY SOLDER WITH SHALL BE CAPABLE OF MAINTAINING THE APPROPRIATE DIFFERENTIAL PART 2 - PRODUCTS 5. CLOSURE PLUG: A. PROVIDE EXPOSED PIPE, FITTINGS, TRAPS, ESCUTCHEONS, VALVES, NON-CORROSIVE PAST FLUX. REMOVE EXCESS FLUX PRESSURE WITH A SYSTEM TURNDOWN OF 500:1 . THE REGULATOR a. BRASS . VALVE HANDLES AND ACCESSORIES, ABOVE AND BELOW FIXTURES BEFORE SOLDERING. SHALL HAVE A DOUBLE-WALL NITRILE RUBBER DIAPHRAGM. THE 2.1 METAL ROOF DRAINS b. COUNTERSUNK OR RAISED HEAD. 62 Elm Street WITH CP. PROVIDE CP CAST BRASS ESCUTCHEONS WITH SET 13. SEALING OF SLEEVES REGULATOR SHALL BE AETECH MODEL H250AEF-B PROVIDED BY SCREWS FOR PIPING AND TUBING. PROVIDE CP CAST BRASS A. SEAL ALL SLEEVES THROUGH FIRE AND SMOKE-RATED WALLS AND ACCARDI COMPANIES IN GLENDALE, NY. A. CAST-IRON, LARGE-SUMP, GENERAL-PURPOSE ROOF DRAINS : c. DRILLED AND THREADED FOR COVER ATTACHMENT SCREW. Huntln ton NY 11743 TRAPS WITH CLEANOUT PLUGS, UNLESS OTHERWISE NOTED. CP TYPE FLOORS IN ACCORDANCE WITH LOCAL CODE AND FIRE DEPARTMENT d. SIZE: SAME AS, OR NOT MORE THAN, ONE SIZE SMALLER THAN CLEANOUT SIZE. g "L" TUBING FIXTURE SUPPLIES MAY BE USED. COVERING TUBES WILL REQUIREMENTS. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY 6. WALL ACCESS: ROUND, DEEP, CHROME-PLATED BRONZE COVER PLATE WITH SCREW. NOT BE PERMITTED. F. INSULATION FOR PLUMBING WORK PLUMBING FIXTURES: ONE OF THE FOLLOWING: 7. WALL ACCESS: ROUND , WALL-INSTALLATION FRAME AND COVER. Telephone: 631.367.0050 1. QUALITY ASSURANCE a. JAY R. SMITH MFG CO; A DIVISION OF MORRIS GROUP INTERNATIONAL. C. DOMESTIC WATER SUPPLY SYSTEMS A. INSULATION, JACKETS, ADHESIVES, COATINGS AND ACCESSORIES SHALL A. ALL FIXTURES SHALL MEET NYC LOCAL LAW #29 OF 1989 b. SIOUX CHIEF MANUFACTURING COMPANY, INC. 2.3 BACKWATER VALVES Fax: 631.367.6636 HAVE A FLAME SPREAD RATING WITH A MAXIMUM OF 25 AND A FUEL 1. BASE BID MANUFACTURERS CONTRIBUTED AND SMOKE DEVELOPED RATING WITH A MAXIMUM OF REQUIREMENTS. c. ZURN INDUSTRIES, LLC. A. SHOCK ABSORBERS: JAY R. SMITH MFG. CO., ZURN INDUSTRIES, A. CAST-IRON, HORIZONTAL BACKWATER VALVES INC., AND WADE DIV. TYLER PIPE AND FOUNDRY' CO. 50. RATINGS SHALL BE IN ACCORDANCE WITH UNDERWRITERS 2. STANDARD: ASME Al12.6.4. GiambertoneArchitects.com 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS PROVIDE PRODUCTS BY LABORATORIES, INC., "TEST METHOD FOR FIRE HAZARD CLASSIFICATION 3 BODY MATERIAL: CAST IRON ' B. WHERE REQUIRED .FIXTURES SHALL BE PROVIDED IN A BARRIER FREE ONE OF THE FOLLOWING: 4. DIMENSION OF BODY: NOMINAL 14-M 16-INCH DIAMETER. 2. TESTS AND INSPECTIONS OF BUILDING MATERIALS, "NO., 723 ASTM E-84 AND NFPA 255. MANOR AND AS DICTATED BY NYC LOCAL LAW #58 OF 1988 AND ADA a. JAY R. SMITH MFG CO; A DIVISION OF MORRIS GROUP INTERNATIONAL. FLAME-PROOFING TREATMENTS SUBJECT TO DETERIORATION DUE TO A. PRIOR TO PIPES BEING COVERED, ALL PIPING WILL BE TESTED AND GUIDELINES. 5. COMBINATION FLASHING RING AND GRAVEL STOP: REQUIRED. MOISTURE OR HUMIDITY ARE NOT ACCEPTABLE. b. MIFAB, INC. INSPECTED AS LISTED BELOW. 6. FLOW-CONTROL WEIRS: REQUIRED. 1 ALL HOT AND COLD WATER PIPING WILL BE TESTED IN THE 2• BASE BID MANUFACTURERS c. ZURN INDUSTRIES, LLC. ( ) A. PIPING INSULATION SHALL CONSIST OF 4-POUND DENSITY 7. OUTLET: BOTTOM 2. STANDARD: ASME Al12.14.1. PRESENCE OF THE OWNER'S REPRESENTATIVES AT 100 PSI FIBERGLASS, ONE PIECE MOLDED SECTIONAL PIPE-COVERING, WITH A C. PLUMBING FIXTURES TO BE SPECIFIED BY OTHERS. 8. OUTLET TYPE: NO HUB INSIDE CAULK THREADED . HYDROSTATIC PRESSURE FOR TWO (2) HOURS AND SHOW MAXIMUM K FACTOR OF 0.23 AT 750F MEAN TEMPERATURE. 9. EXTENSION COLLARS: NOT REQUIRED 3. SIZE: SAME AS CONNECTED PIPING. 0 E M9 FREEMAN ENGINEERING,PLLC 4. BODY MATERIAL: CAST IRON. NO LEAKS. B. ADHESIVES AND COATING SHALL BE SIMILAR TO FOSTER AND D. PROVIDE ALL INCIDENTAL TRIM ANGLE STOPS, TRAPS, SUPPORTS, 10. UNDERDECK CLAMP: REQUIRED. � " + 3. DISINFECTION OF POTABLE WATER SYSTEMS ADHESIVES FOR LAPS SHALL BE 85-75, OR SELF-SEALING LAPS MAY ( 5. COVER: CAST IRON WITH BOLTED OR THREADED ACCESS CHECK VALVE. 3555 Veterans Memorial Hwy A. AS PART OF THE PLUMBING WORK, THE POTABLE WATER SYSTEMS BE USED. COATING FOR FITTINGS, VALVES AND EQUIPMENT SHALL BE SUPPLIES, NIPPLES, ETC.) AS REQUIRED FROM COMPLETE INSTALLATION 11. EXPANSION JOINT: REQUIRED. 6. END CONNECTIONS: HUB AND SPIGOT OR NO HUB. f Suite Q AND ALL HOT AND COLD WATER PIPING, DRINKING WATER PIPING AND 30-35 FOR COLD WATER AND 30-36 FOR HOT WATER. OF FIXTURES SPECIFIED BY OTHERS. ALL INCIDENTALS SHALL BE 12. SUMP RECEIVER PLATE: NOT REQUIRED 7. CHECK VALVE: REMOVABLE, BRONZE, SWING CHECK, FACTORY ASSEMBLED OR FIELD _ € ' ` Ronkonkoma NY 11779 OTHER PIPING AND EQUIPMENT, SHALL BE DISINFECTED PRIOR TO C. DOMESTIC WATER SUPPLY SYSTEMS CHROME PLATED. ESCUTCHEONS SHALL BE SET SCREW TYPE. TRAPS 13. DOME MATERIAL: CAST IRON BRONZE MODIFIED TO HANG CLOSED W: 631-648-0577 USE, WHENEVER SAMPLES FROM THE SYSTEM SHOW ANY SHALL HAVE CLEANOUTS. F�" ,y v CONTAMINATION AFTER MAKING A BACTERIOLOGICAL EXAMINATION. (1) COLD WATER 14. PERFORATED GRAVEL GUARD: NOT REQUIRED. 8. EXTENSION: ASTM A74 SERVICE CLASS; FULL-SIZE CAST-IRON SOIL-PIPE EXTENSION tis/NEEa�� B. SAMPLES SHALL BE TAKEN G REQUIRED BY THE DEPARTMENT OF I PROVIDE ONE-HALF INCH THICK INSULATION WITH 15. VANDAL-PROOF DOME: NOT REQUIRED TO FIELD-INSTALLED CLEANOUT AT FLOOR; REPLACES BACKWATER VALVE COVER. freemaneng@optonline.net HEALTH. THE METHOD TO BE FOLLOWED SHALL. BE THAT AS A VAPOR BARRIER JACKET ON COLD WATER T16. WAER DAM: 2 INCHES HIGH . PIPING. 2.4 TRENCH DRAINS PRESCRIBED BY THE DEPARTMENT OF HEALTH, OR WHERE NO (2) HOT WATER 17. METHOD IS PRESCRIBED BY THE DEPARTMENT OF HEALTH, BY THE I PROVIDE ONE-HALF INCH THICK INSULATION WITH A. TRENCH DRAINS project: FOLLOWING: B. CAST-IRON, MEDIUM-SUMP, GENERAL-PURPOSE ROOF DRAINS A VAPOR BARRIER JACKET ON HOT WATER PIPING. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY (1) THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, CONDUCTIVITY: 0.22-0.28 BTU*IN/(HOUR*SF*'F) 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: POTABLE WATER UNTIL NO DIRTY WATER APPEARS AT THE ONE OF THE FOLLOWING: OUTLET. D. VALVES AND FITTINGS a. JAY R. SMITH MFG CO; A DIVISION OF MORRIS GROUP INTERNATIONAL. The Enclaves (1) INSULATE EXPOSED VALVES (INCLUDING BONNETS), FITTINGS, a. JAY R. SMITH MFG CO; A DIVISION OF MORRIS GROUP INTERNATIONAL. b. MIFAB, INC. (2) THE SYSTEM OR PART THEREOF SHALL. BE FILLED WITH A STRAINERS AND FLANGES WITH PRE-MOLDED FIBERGLASS b. MIFAB INC. WATER-CHLORINE SOLUTION CONTAINING AT LEAST FIFTY FITTINGS OR RADIAL MITERED SEGMENTS OF PIPE c. ZURN INDUSTRIES, LLC. c. ZURN INDUSTRIES, LLC. (50) PARTS PER MILLION OF CHLORINE AND THE SYSTEM INSULATION, WIRED OR TAPED ON. 2. STANDARD: ASME A112.6.3. OR PART THEREOF SHALL BE VALVED OFF AND ALLOWED TO 2. STANDARD: ASME A112.6.4. STAND FOR 24 HOURS, OR THE SYSTEM SHALL BE FILLED (2) INSULATE CONCEALED VALVES WITHIN-INCH THICK 3. BODY MATERIAL: CAST IRON 3. BODY MATERIAL: CAST IRON . WITH WATER-CHLORINE SOLUTION CONTAINING AT LEAST 200 FIBERGLASS ONE-POUND DENSITY INSULATION WIRED OR 4 5. COMBINATION FLASHING RING AND GRAVEL STOP: REQUIRED.. DIMENSION OF BODY: 8- TO 12-" DIAMETER. 4. FLANGE: ANCHOR . / [ PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND TAPED ON AND VAPOR SEAL COLD WATER INSULATION. 5. CLAMPING DEVICE: REQUIRED. 56655 Route 25 FOR THREE (3) HOURS. E. PROTECT EXPOSED UNDER LAVATORY PIPING AND VALVES WITH 6. OUTLET: BOTTOM . MOLDED CLOSED CELL ANTIMICROBIAL PROTECTIVE COVERING. 6. FLOW-CONTROL WEIRS: REQUIRED. (3) FOLLOWING THE PRESCRIBED STANDING TIME, THE SYSTEM 7. OUTLET TYPE: INSIDE CAULK Southold New York SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL NO ACCEPTABLE MANUFACTURERS: TRUEBRO, INC., MCGUIRE 7. OUTLET: BOTTOM . EXCESS OF CHLORINE REMAINS IN THE WATER COMING MANUFACTURING CO., INC., OR PLUMBEREX, SPECIALTY PRODUCTS, 8. OUTLET TYPE: NO HUB INSIDE CAULK THREADED . 8. GRATE MATERIAL: DUCTILE IRON . FROM THE SYSTEM. INC. 9. GRATE FINISH: PAINTED . 9. EXTENSION COLLARS: NOT REQUIRED . (4) THE PROCEDURE SHALL BE REPEATED IF IT IS SHOWN THAT F. ROOF LEADERS SHALL BE INSULATED WITH 1/2" FIBERGLASS BLANKET WRAP 10. UNDERDECK CLAMP: REQUIRED. 10. DIMENSIONS OF FRAME AND GRATE: . CONTAMINATION STILL PERSISTS IN THE SYSTEM. FOR CONDENSATION CONTROL. 1 1. EXPANSION JOINT: REQUIRED. 1 1. TOP-LOADING CLASSIFICATION: HEAVY DUTY. job number: D. DRAINAGE SYSTEMS 3. TESTS AND INSPECTIONS 12. SUMP RECEIVER PLATE: NOT REQUIRED . PART 3 - EXECUTION 16-003/7100 A. ALL COMPONENTS OF THERMAL INSULATION SHALL SATISFACTORILY 13. DOME MATERIAL: CAST IRON BRONZE . PASS A TEST BASED UPON TEST PROCEDURES OF ASTM E136-65. 14. WIRE MESH: NOT REQUIRED. 3.1 INSTALLATION date. 15. PERFORATED GRAVEL GUARD: NOT REQUIRED. 1. TRAPS A. INSTALL ROOF DRAINS AT LOW POINTS OF ROOF AREAS ACCORDING TO ROOF MEMBRANE A. PROVIDE DEEP SEAL P TYPE. PROVIDE TRAPS FOR FLOOR, AREA, 4. INSTALLATION 16. VANDAL-PROOF DOME: NOT REQUIRED . MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. AND FUNNEL DRAINS AND CONNECTIONS TO FIXTURES AND A. ADHERE JACKETS WITH ADHESIVE AND BUTT SECTIONS OF INSULATION 17. WATER DAM: 2 INCHES HIGH . 1. INSTALL FLASHING COLLAR OR FLANGE OF ROOF DRAIN TO PREVENT LEAKAGE BETWEEN 08.21 .23 25% SD ISSUED FOR REVIEW TIGHTLY TOGETHER AND ADHERE THREE-INCH BUTT STRIPS OF EQUIPMENT. 18. . DRAIN AND ADJOINING ROOFING. MAINTAIN INTEGRITY OF WATERPROOF MEMBRANES WHERE SD ISSUED FOR REVIEW JACKET MATERIAL OVER JOINTS. AT FITTINGS AND VALVES, OVERLAP .06.23 80� E. PIPING, FITTINGS AND HANGERS MASTIC AND FIBERGLASS REINFORCING CLOTH TWO INCHES ONTO PIPE PENETRATED. 09 1. QUALITY ASSURANCE INSULATION. C. CAST-IRON, SMALL-SUMP, GENERAL-PURPOSE ROOF DRAINS : 2. INSTALL EXPANSION JOINTS, IF INDICATED, IN ROOF DRAIN OUTLETS. 09.22.23 DD FOR REVIEW & COORDINATION USED IN ANY PIPING SYSTEM SHALL BE STAMPS=D OR INDELIBLY ONE OF THE FOLLOWING: A. EACH LENGTH OF PIPE, FITTING, TRAP, FIXTURE VALVE OR DEVICE B. EXTEND INSULATION, UNBROKEN, THROUGH HANGERS AND SLEEVES. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY 3. POSITION ROOF DRAINS FOR EASY ACCESS AND MAINTENANCE. 09.29.23 80% DD ISSUED FOR REVIEW MARKED WITH WEIGHT OR QUALITY, AND MANUFACTURER'S NAME OR C. INSULATE ALL WATER PIPING AT FIXTURES AND EQUIPMENT, INCLUDING 1 0.12.23 50% CD ISSUED FOR PERMIT CONCEALED BRANCH PIPING IN PIPE CHASES, EXCEPT DO NOT a. JAY R. SMITH MFG CO; A DIVISION OF MORRIS GROUP INTERNATIONAL. B. INSTALL DOWNSPOUT ADAPTERS ON OUTLET OF BACK-OUTLET PARAPET ROOF DRAINS AND MAKE INSULATE EXPOSED CHROME PLATED WATER PIPING AT FIXTURES AND b. MIFAB, INC. CONNECT TO SHEET METAL DOWNSPOUTS. 11 .15.23 FOR REVIEW & COORDINATION B. SANITARY PIPE AND FITTINGS SHALL BE MARKED WITH THE EQUIPMENT. c. ZURN INDUSTRIES, LLC. C. INSTALL DOWNSPOUT BOOTS AT GRADE WITH TOP 12 INCHES ABOVE GRADE. SECURE TO 01 .10.24 ISSUED FOR PERMIT COLLECTIVE TRADEMARK OF THE CAST IRON PIPE INSTITUTE OR 5. FIELD QUALITY CONTROL RECEIVE PRIOR APPROVAL OF THE ENGINEER. A. REPAIR SEPARATION OF JOINTS ON INSULATION DUE TO THERMAL 2. STANDARD: ASME A112.6.4. BUILDING WALL. 02.07.24 ISSUED FOR BID 2. SUBMITTALS MOVEMENT OR POOR WORKMANSHIP. 3. BODY MATERIAL: CAST IRON. D. INSTALL CONDUCTOR NOZZLES AT EXPOSED BOTTOM OF CONDUCTORS WHERE THEY SPILL 03.22.24 RE-ISSUED FOR BUILDING PERMIT A. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: 4. DIMENSION OF BODY: NOMINAL 8-INCH DIAMETER. ONTO GRADE. (1) FITTINGS G. VALVES FOR PLUMBING WORK 5. COMBINATION FLASHING RING AND GRAVEL STOP: REQUIRED. E. INSTALL CLEANOUTS IN ABOVEGROUND PIPING AND BUILDING DRAIN PIPING ACCORDING TO (2) FLASHING SLEEVES 1. BASE BID MANUFACTURERS 6. OUTLET: BOTTOM . THE FOLLOWING INSTRUCTIONS UNLESS OTHERWISE INDICATED: 04.29.24 ISSUED FOR ADDENDUM NO.2 (3) ESCUTCHEONS A. BALL VALVES: CONTROMATICS CORP., WORCESTER CONTROLS CORP., 7. OUTLET TYPE: NO HUB INSIDE CAULK THREADED . 1 USE CLEANOUTS THE SAME SIZE AS DRAINAGE PIPING UP TO NHS 4. USE NPS 4 FOR 05.22.24 ISSUED FOR ADDENDUM NO.3 3. BASE BID MANUFACTURERS LUNKENHEIMER, CRANE CO., NIBCO, STOCKHAM VALVES AND FITTINGS, . A. FLASHING SLEEVES AND FLASHING FITTINGS: JOSAM MANUFACTURING WM. POWELL CO., AND WATTS REGULATOR CO., AND APOLLO 8. EXTENSION COLLARS: NOT REQUIRED . LARGER DRAINAGE PIPING UNLESS LARGER CLEANOUT IS INDICATED. COMPANY, JAY R. SMITH MANUFACTURING COMPANY, ZURN (CONBRACO INDUSTRIES, INC.). 9. UNDERDECK CLAMP: REQUIRED. 2. LOCATE CLEANOUTS AT EACH CHANGE IN DIRECTION OF PIPING GREATER THAN 45 INDUSTRIES, INC., AND WADE DIVISION TYLER PIPE AND FOUNDRY 2. DOMESTIC WATER SUPPLY SYSTEMS 10. EXPANSION JOINT: REQUIRED. DEGREES. COMPANY. A. INTERIOR WATER LINES UP TO AND INCLUDING 2 INCHES 1 1. SUMP RECEIVER PLATE: NOT REQUIRED . 3. LOCATE CLEANOUTS AT MINIMUM INTERVALS OF 100 FEET FOR PIPING NPS 4 AND B. HANGERS AND SUPPORTS: I.T.T. GRINNELL, CARPENTER AND (1) BALL VALVES 125 LB. W.S.P. BRONZE BODY, STEEL BALL, SMALLER AND 100 FEET FOR LARGER PIPING. PATTERSON INC., AND FEE AND MASON. TEFLON SEATS AND STUFFING BOX RING, AND LEVER 12. DOME MATERIAL: CAST IRON 4. LOCATE CLEANOUTS AT BASE OF EACH VERTICAL STORM PIPING CONDUCTOR. 4. PIPE HANDLE THREADED ENDS. 13. WIRE MESH: NOT REQUIRED. A. DOMESTIC WATER SUPPLY SYSTEMS 3. COMPRESSION STOPS 14. VANDAL-PROOF DOME: NOT REQUIRED . F. FOR FLOOR CLEANOUTS FOR PIPING BELOW FLOORS, INSTALL CLEANOUT DECK PLATES WITH (1) WATER PIPING ABOVE GRADE SHALL B1_ TYPE "L" HARD A. SIMILAR TO CRANE 8-346. 15. . TOP FLUSH WITH FINISHED FLOOR. DRAWN COPPER TUBE (ASTM-8-88) B. WHERE STOPS WITH DRAINS ARE REQUIRED, USE SIMILAR TO CRANE G. FOR CLEANOUTS LOCATED IN CONCEALED PIPING, INSTALL CLEANOUT WALL ACCESS COVERS, 5. DRAINAGE SYSTEMS 8-348. D. METAL, ROOF DRAINS OF TYPES INDICATED, WITH FRAME AND COVER FLUSH WITH FINISHED WALL. A. SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND SHALL BE 4. INSTALLATION 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY H. INSTALL HORIZONTAL BACKWATER VALVES IN FLOOR WITH COVER FLUSH WITH FLOOR. �P��Of►v�W y SERVICE WEIGHT CAST IRON PIPE OR HUBLESS CAST IRON PIPE. A. INSTALL VALVES WHERE INDICATED OR REQUIRED IN ACCESSIBLE ONE OF THE FOLLOWING: F 4f LOCATIONS WITH NO VALVE HANDLES POINTED DOWN. a. JAY R. SMITH MFG CO; A DIVISION OF MORRIS GROUP INTERNATIONAL. I. INSTALL DRAIN-OUTLET BACKWATER VALVES IN OUTLET OF DRAINS. 6. FITTINGS b. MIFAB, INC. A. MALLEABLE IRON, THREADED AND BANDED SHALT_ BE STANDARD J. INSTALL TEST TEES IN VERTICAL CONDUCTORS AND NEAR FLOOR. - WEIGHT EXCEPT AS NOTED, IN ACCORDANCE WITH ANSI B-16.3. PIPING MATERIALS: c. ZURN INDUSTRIES, LLC. !" B. BRAZED JOINT FITTINGS FOR TUBING SHALL BE BRONZE CASTINGS, IN SOIL, WASTE, VENT, AND STORM PIPING BELOW GROUND SHALL BE SERVICE 2. STANDARD: ASME Al12.6.4. K. INSTALL WALL CLEANOUTS IN VERTICAL CONDUCTORS. INSTALL ACCESS DOOR IN WALL IF �o ACCORDANCE WITH ANSI-B-16.18; OR WROUGHT COPPER, IN WEIGHT CAST IRON PIPE WITH BELL & SPIGOT JOINTS. JOINTS SHALL BE 3. BODY MATERIAL: CAST IRON . INDICATED. '�o. qqrr�� ACCORDANCE WITH ANSI B-16.22. MADE WITH PUSH ON STYLE NEOPRENE GASKETS AS MANUFACTURED BY 4. DIMENSION OF BODY: NOMINAL 6-INCH DIAMETER. L. INSTALL TRENCH DRAINS AT LOW POINTS OF SURFACE AREAS TO BE DRAINED. SET GRATES A�Q�ESstO�P�/rJ40 7. UNIONS TYLER PIPE CO. OR APPROVED EQUAL.A. UNIONS SHALL BE GROUND JOINT TYPE USING BRASS FOR BRASS 5. OUTLET: BOTTOM OF DRAINS FLUSH WITH FINISHED SURFACE UNLESS OTHERWISE INDICATED. PIPE, AND USING COPPER TUBING AND GALVANIZED MALLEABLE IRON B. SOIL, WASTE, VENT AND STORM PIPING ABOVE GROUND SHALL 6. OUTLET TYPE: THREADED . M. ASSEMBLE CHANNEL DRAINAGE SYSTEM COMPONENTS ACCORDING TO MANUFACTURER'S status: WITH BRASS SEATS FOR IRON PIPE. BE HUBLESS, SERVICE WIEGHT, CAST IRON PIPE AND FITTINGS. JOINTS 7. DOME MATERIAL: BRONZE . WRITTEN INSTRUCTIONS. INSTALL ON SUPPORT DEVICES SO THAT TOP WILL BE FLUSH WITH SHALL BE MADE WITH CISPI STYLE COUPLINGS AS MANUFACTURED BY 8. WIRE MESH: NOT REQUIRED. ADJACENT SURFACE. Issued for BuMng Permit 8. ESCUTCHEONS "HUSKY" OR "CLAMP-ALL". 9. VANDAL-PROOF DOME: NOT REQUIRED . N. INSTALL THROUGH-PENETRATION FIRESTOP ASSEMBLIES FOR PENETRATIONS OF FIRE- AND copyright: © 2023 AVGA A. ESCUTCHEONS SHALL BE CAST IRON OR CAST 13RASS SET-SCREIh' TYPE. C. DOMESTIC WATER PIPING SHALL BE SEAMLESS DRAWN OR 10• • SMOKE-RATED ASSEMBLIES. B. PROVIDE ESCUTCHEONS ON EXPOSED PIPING THROUGH FLOORS, EXTRUDED HARD TEMPER TYPE "L" COPPER TUBING, ASTM B-88, WITH 2.2 CLEANOUTS 1 . COMPLY WITH REQUIREMENTS IN SECTION 078413 "PENETRATION FIRESTOPPING." THE COPYRIGIIT DRMNINGs,SPECIFICATIONS, AND OTHER DOCUMFN7s PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCIIITECTS,P.C. CEILINGS, WALLS AND PARTITIONS. SOLDER JOINT FITTINGS. FITTINGS SHALL BE COPPER. JOINTS SHALL BE (AVGA)FOR TI[IS PROJECF,ARE INSTRUMENTS OF AVGA. T]IESE DOCUNIEN'TE C. PROVIDE CHROMIUM PLATED ESCUTCHEONS AT TILE WALLS AND ON MADE WITH A SOLDER ALLOY 95 5 CONSISTING OF TIN-ANTIMONY AND 3.2 CONNECTIONS ARE SERVICES PROVIDED,USE SOLELY SHALL B DEENfFD T THIS PROJECT.UNLESS ( � ) A. CAST-IRON EXPOSED CLEANOUTS oTIIER�xTsrE PRovinrn, AVGA SHALL BE DEEnIED TITS AUTHOR OF 7TIESE CHROMIUM PLATED PIPING. SHALL CONFORM TO ASTM SPECIFICATION B-32. DOCUMENTS AND SHALT.RETAIN ALLCo1PbIONLA\C{STATUTORY AND OTHER 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY A. COMPLY WITH REQUIREMENTS FOR PIPING SPECIFIED IN SECTION 221413 "FACILITY STORM RESERVED RIGHTS THAT THESE DOCUNIFNTS SHALL NOT BE USED BY THE 9. TESTS AND INSPECTIONS OAiNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITTONS TO THISA. NOTIFY LOCAL PLUMBING INSPECTOR AND PERFORM TESTS IN THE D. INDIRECT WASTE PIPING SHALL BE SIMILAR TO THAT AS ONE OF THE FOLLOWING: DRAINAGE PIPING." DRAWINGS INDICATE GENERAL ARRANGEMENT OF PIPING, FITTINGS, AND PROJECT, OR FOR THE COMPLETION of THIS PROJECT FOR OTHERS. PRESENCE OF AN AUTHORIZED REPRESENTATIVE. a. JAY R. SMITH MFG CO; A DIVISION OF MORRIS GROUP INTERNATIONAL. SPECIALTIES. SPECIFIED FOR WATER PIPING EXCEPT PROVIDE WITH DWV PATTERNED Plotted: Weancsa:,y,niara9,zma-u:1sam By: rspear B. DRAINAGE AND VENT PIPING INSIDE BUILDING SHALL BE TESTED AS FITTING. b. MIFAB, INC. 3.3 FLASHING INSTALLATION rile: I: 7ioo FOLLOWS: c. ZURN INDUSTRIES, LLC. I�r:,N"„gf�,lcs 'rin�:r:Nc;�,nvis-Ir��rr:�.\71onr�.I.a«;�; (1) WATER TEST: IF TESTED IN SECTIONS, FILL EACH SECTIDN E. NATURAL GAS PIPING: 2. STANDARD: ASME A112.36.2M. A. FABRICATE FLASHING FROM SINGLE PIECE OF METAL UNLESS LARGE PANS, SUMPS, OR WITH WATER TO OVERFLOWING, FRONT TEN FEET ABOVE OR OTHER DRAINAGE SHAPES ARE REQUIRED. FLOOR-TO-FLOOR HEIGHT, WHICHEVER IS GREATER SO THAT 1 . INTERIOR NATURAL GAS PIPING SHALL MEET LOCAL 3. SIZE: SAME AS CONNECTED BRANCH. ALL OF EACH SECTION, EXCEPT THE TOPMOST, IS TESTED GAS COMPANY GUIDELINES. 4. BODY MATERIAL: HUB-AND-SPIGOT, CAST-IRON SOIL PIPE T-BRANCH AS REQUIRED TO B. INSTALL SHEET FLASHING ON PIPES, SLEEVES, AND SPECIALTIES PASSING THROUGH OR fide' WITH A HEAD OF AT LEAST TEN FEET. WATER LEVEL STALL MATCH CONNECTED PIPING. EMBEDDED IN FLOORS AND ROOFS WITH WATERPROOF MEMBRANE. PlumbingREMAIN CONSTANT THROUGHOUT TEST WITHOUT ADDING 2. PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH 5. CLOSURE: COUNTERSUNK OR RAISED-HEAD , PLUG. C. SET FLASHING ON FLOORS AND ROOFS IN SOLID COATING OF BITUMINOUS CEMENT. WATER FOR A MINIMUM OF TWO HOURS. MAKERS NAME ROLLED IN THE METAL. 6. CLOSURE PLUG SIZE: SAME AS, OR NOT MORE THAN, ONE SIZE SMALLER THAN (2) SMOKE TEST: AFTER DRAINAGE CONNECTIONS HAVE BEEN CLEANOUT SIZE. D. SECURE FLASHING INTO SLEEVE AND SPECIALTY CLAMPING RING OR DEVICE. Specifications COMPLETED AND FIXTURES HAVE BEEN SET, FILL TRAPS 3. FOR PIPE 3" AND SMALLER, PROVIDE 150 POUND B. CAST-IRON EXPOSED FLOOR CLEANOUTS 3.4 PROTECTION WITH WATER AND INTRODUCE INTO ENTIRE SYSTEM AT BASE, MALLEABLE IRON SCREWED FITTINGS. Scale: As Noted THICK PENETRATING SMOKE PRODUCED BY A SMOKE 1 . MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY MACHINE. CHEMICAL MIXTURES WILL NOT BE ALLOWED. AS 4. ALL SHOULDER NIPPLES SHALL BE MADE OF EXTRA ONE OF THE FOLLOWING: A. PROTECT DRAINS DURING REMAINDER OF CONSTRUCTION PERIOD TO AVOID CLOGGING WITH SMOKE APPEARS AT ROOF OPENINGS, CLOSE OPENING TIGHT HEAVY PIPE. CLOSE NIPPLES SHALL NOT BE PERMITTED. DIRT OR DEBRIS AND TO PREVENT DAMAGE FROM TRAFFIC OR CONSTRUCTION WORK. drawn: PF AND APPLY PRESSURE EQUIVALENT TO ONE INCH OR WATER. MAINTAIN TEST FOR A MINIMUM OF ONE HOUR. B. PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF EACH DAY OR WHEN WORK STOPS. P791 KEY TO SYMBOLS _PIPING VALVES INSTRUMENTATION ABBREVIATIONS �-- - EXISTING CW PIPING TO REMAIN IC.O. CLEANOUT -DI4- TRIPLE DUTY VALVE © GAS DETECTOR ACS DR ACCESS DOOR FPS FEET PER SECOND READ REQUIRED AFF ABOVE FINISHED FLOOR FT FEET RPM REVOLUTIONS PER MINUTE EXISTING CW PIPING TO BE REMOVED CODP CLEANOUT DECK PLATE 3-WAY VALVE G TEMPERATURE AND HUMIDITY RECORDER ACS PNL ACCESS PANEL FLD FUNNEL DRAIN RD ROOF DRAIN �- - - EXISTING HW PIPING TO REMAIN S--II COWP CLEANOUT WALL PLATE AUTO AUTOMATIC G GAS RM ROOM 0AUTOMATIC CONTROL VALVE LIQUID DETECTOR BFP BACKFLOW PREVENTER GA GAUGE RND ROUND EXISTING HW PIPING TO BE REMOVED F&T TRAP O PRESSURE GAAGE BLDG BUILDING GC GENERAL CONTRACTOR RPZ REDUCED PRESSURE ZONE DEVICE ANDREW V. �- - - - -� EXISTING HW RETURN PIPING TO REMAIN LOW PRESSURE DRIP -� BALL VALVE BOP BOTTOM OF PIPE GAL GALLON SAN SANITARY QF FLOW SWITCH BT BATHTUB GPH GALLONS PER HOUR SHWR SHOWER GIAMBERTONE STRAINER UNION BASKET STRAINER BTU BRITISH THERMAL UNIT GPM GALLONS PER MINUTE SK SINK EXISTING HW RETURN PIPING TO BE REMOVED THERMOMETER 'Y UH BTU PER HB HOSE BIB SF,OUR SERVICE, SLOP SINK - -� EXISTING SANITARY, WASTE PIPING UNDERGROUND TO REMAIN -Kp+- BUTTERFLY VALVE EP ELECTRIC PNEUMATIC SWITCH � CENTER SQUARE FEET & ASSOCIATES CHR PL CHROME PLATED HW HOT WATER SOV SHUT-OFF VALVE -FHB HOSE BIBS CLG CEILING HWR HOT WATER RETURN ST PR STATIC PRESSURE EXISTING SANITARY, WASTE PIPING UNDERGROUND TO BE REMOVED -�F- CHECK VALVE PE PNEUMATIC ELECTRIC SWITCH ---nFFHB FROST FREE HOSE B►BB CO CLEAN OUT HWS HOT WATER SUPPLY SPEC SPECIFICATION * ARCHITECTS 5-- - - - EXISTING WASTE VENT PIPING TO REMAIN FLOW CONTROL VALVE ESAP ENVIRONMENTAL SENSOR ALARM PANEL CODP CLEAN OUT DECK PLATE HR HOUR SST STAINLESS STEEL D FD FLOOR DRAIN COWP CLEAN OUT WALL PLATE HZ FREQUENCY SD STORM DRAIN EXISTING WASTE VEN' FLEXIBLE CONNECTION GATE VALVE T PIPING TO BE REMOVED E UIQ PMENT COD CONTINUED ON DRAWING IN INCH OR INCHES SEP TNK SEPTIC TANK 62 Elm Street �- COLD (DOMESTIC) WATER IPS IRON PIPE SIZE TBR TO BE REMOVED 5- - -� NEW CW PIPING ® PUMP CU FT CUBIC FEET IW INDIRECT WASTE TEMP TEMPERATURE Huntington, NY 11743 AUTOMATIC AIR VENT -D� GLOBE VALVE CU IN CUBIC INCHES IW SP INDIRECT WASTE STANDPIPE TOS TOP OF STEEL 5-- - - -1S NEW HW PIPING 7 CAPPED PIPE MOTOR OPERATED VALVE PUMP D DROP INV INVERT ELEVATION TYP TYPICAL Telephone: 631.367.0050 � D S------� NEW HW RETURN PIPING DEMO DEMOLITION KW KILOWATT UNO UNLESS NOTED OTHERWISE Fax: 631.367.6636 NEW SANITARY, WASTE PIPING �Y , GFLD FUNNEL DRAIN DF DRINKING FOUNTAIN LAV LAVATORY UR URINAL OUTSIDE SCREW YOKE - Ma- METER DIA, 0 DIAMETER LAVH LAVATORY HANDICAPPED V VENT 5-- -� NEW SANITARY, WASTE PIPING UNDERGROUND 'Lr, -) C- TRAP DN DOWN L LENGTH VTR VENT THROUGH ROOF GiambertoneArchitects.com NEW WASTE VENT PIPING -�gE- PLUG VALVE FTEQUIPMENT CLEARANCE ZONE DWG DRAWING LBS POUNDS W WASTE -----5 DOUBLE CHECK VALVE DP DISTRIBUTION POOL LF LINEAR FEET W/ WITH �-GASH NEW GAS PIPING (LOW PRESSURE) RP - PRESSURE REDUCING VALVE ANNOTATION EA EACH LP LEACHING POOL W/O WITHOUT REDUCED PRESSURE ® CONNECT TO EXISTING EC ELECTRICAL CONTRACTOR M METER WCV WATER CLOSET FLUSH VALVE TYPE �-SD-S NEW STORM DRAINAGE PIPING V NEW VACUUM PIPING ZONE VALVE -D�- SHUTOFF BALANCING VALVE EJ SEWAGE EJECTOR DISCHARGE MAX MAXIMUM WCVH WATER CLOSET FLUSH VALVE TYPE HANDICAPPED RD ROOF DRAIN E M9 LIMIT OF REMOVAL EL ELEVATION MBH THOUSAND BTU PER HOUR WCT WATER CLOSET FLUSH TANK TYPE FREEMAN ENGINEERING,PLLC El�---- -� O �f �-N NEW NITROGEN PIPING . SOLENOID VALVE ELEC ELECTRIC MC MECHANICAL CONTRACTOR WCTH WATER CLOSET FLUSH TANK TYPE HANDICAPPED 4' rLAV� FIXTURE TYPE EMER SHR EMERGENCY SHOWER MIN MINIMUM WC WATER COLUMN 3555 Veterans Memorial Hwy --0-'� NEW OXYGEN PIPING 1 N0. OF FIXTURE UNITS EQ EQUAL NFPA NATIONAL FIRE PROTECTION ASSOC. WG WATER GAUGE Suite Q ' PRESSURE RELIEF VALVE EWC ELECTRIC WATER COOLER NC NORMALLY CLOSED WH HOT WATER HEATER Ronkonkoma, NY 11779 �-HG-� NEW HIGH PRESSURE GAS PIPING W: 631-648-0577 EXIST EXISTING NIC NOT IN CONTRACT WMS WIRE MESH SCREEN IW -S NEW INDIRECT WASTE PIPING GAS COCK e PLUMBING RISER LABEL EXP EXPANSION TANK NO NORMALLY OPEN ��NErta� freemaneng@optonline.net -� EXISTING PIPING TO REMAIN 'F DEGREES FAHRENHEIT # NUMBER EXISTING PIPING TO BE REMOVED T SHUT OFF VALVE F & T FLOAT AND THERMOSTATIC NPT NATIONAL PIPE THREAD NEW PIPING FAI FRESH AIR INTAKE NTS NOT TO SCALE project: FC FLEXIBLE CONNECTION ON OUTSIDE AIR INTAKE DIRECTION OF FLOW FD FLOOR DRAIN OD OUTSIDE DIAMETER O PIPE TURNING UP FFHB FROST FREE HOSE BIB PD PRESSURE DROP The Enclaves FFWH FROST FREE WALL HYDRANT PDISCH PUMPED DISCHARGE ED PIPE TURNING DOWN FF EL FINISHED FLOOR ELEVATION PRESS PRESSURE x BOTTOM PIPE TAP FLA FULL LOAD AMPERES PSI POUNDS PER SQUARE INCH TOP PIPE TAP FLR FLOOR R RISE �--- ] CAPPED PIPE FLR SK FLOOR SINK REL RELOCATED -� PIPE BREAK FP FIREPLACE 56655 Route 25 FPM FEET PER MINUTE Southold, New York job number: 16-003/7100 date: i 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID PLUMBING GENERAL 03.22.24 RE-ISSUED FOR BUILDING PERMIT DESCRIPTION OF WORK SCOPE 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 PLUMBING FIXTURES AND EQUIPMENT FOR NEW HOTEL. TO INCLUDE GAS WATER HEATERS AND GAS CONNECTIONS TO ALL NOTES: NEW MECHANICAL EQUIPMENT. 1. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION. 2. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. 3. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS AND TRADES. 4. THESE DRAWINGS, AS PREPARED, ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT AND THE WORK OF THE TRADES WILL PERMIT. �EOF NZ Y EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES WITH EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION. y���a�FR• �-f- 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE EQUIPMENT INDICATED WITHIN THESE DRAWINGS UNLESS OTHERWISE NOTED. VERIFY LOCATION AND DIMENSIONS IN THE FIELD k a� PRIOR TO FABRICATION AND / OR INSTALLATION. DRAWING NO. TITLE 6. THE ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND CONTRACTOR SHALL REPAIR AND / OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE PO.1 PLUMBING SYMBOLS & GENERAL NOTES tio. ' OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT OR ENGINEER. A,gaS �yPS���/� ' G� 7. ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND APPROVAL OF THE ARCHITECT AND OWNER. THE ARCHITECT SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES BETWEEN P2.1 PLUMBING LOWER LEVEL KEY PLAN P2.1a PLUMBING LOWER LEVEL PLAN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. THE CONTRACTOR SHALL CORRECT ANY AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST P2.1b PLUMBING LOWER LEVEL PLAN Status: TO THE OWNER. p2.2 PLUMBING FIRST FLOOR KEY PLAN Issued for Buildin Permit 8. ALL KITCHEN AND PREP AREA EQUIPMENT SHALL BE COORDINATED WITH SAM TELL. EQUIPMENT WILL BE FURNISHED WITH TRIM, FAUCETS, ESCUTCHEONS, ETC. PLUMBING CONTRACTOR P2.2a PLUMBING FIRST FLOOR PLAN SHALL PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS (SEE EQUIPMENT SCHEDULE). copyright: 0 2023 AVGA P2.2b PLUMBING FIRST FLOOR PLAN THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS 9. ALL PIPING TO BE CONCEALED IN HUNG CEILINGS, A A A P2.3 PLUMBING SECOND FLOOR KEY PLAN PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMFNTS ARE 10. REFER TO EQUIPMENT SCHEDULE AND EQUIPMENT SPECIFICATIONS FOR EXACT LOCATIONS OF PLUMBING CONNECTIONS. OTHERWISE PROVIDR T ED,USE SOLELY LLBWITI RESPECT ToTHIS AUTHOR O THESE P2.3a PLUMBING SECOND FLOOR PLAN OTHERWISE PROVIDED, AVGA STIALI.BE DEEMED TF1T AUTHOR OF THESE DOCUMENTS AND SI LUJ,RETAIN ALL CONMNI.AW,STATUTORY AND OTHER P2.3b PLUMBING SECOND FLOOR PLAN RESERVED RIGHTS THAT THESI? DOCUMEM'S SHALL NOT BE USED BY THE 11. THE CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN FIELD PRIOR TO STARTING WORK. OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. 12. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPE HANGERS, AND SUPPORTS IN ACCORDANCE WITH THE LOCAL APPLICABLE CODES. P2.4 PLUMBING ROOF KEY PLAN Plotted: Wednesday,\Ia}•29,2024-1 t:°Sam By: Isrear P2.4a PLUMBING ROOF PLAN File: J:\7100\DraNNiag Facz\'I.1IE ENCLAVES-II0'r14,\7100 PO.I.d«,g 13. THE CONTRACTOR TO PROVIDE TRAP PRIMERS, DEEP SEAL TRAP OR TRAP SEAL ON ALL FLOOR DRAINS AS PER APPLICABLE CODE. P2.4b PLUMBING ROOF PLAN 14. ALL PENETRATIONS REQUIRED FOR PLUMBING EQUIPMENT AND PIPING THROUGH ANY WALL SHALL BE PROPERLY SEALED OFF TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. P5.1 PLUMBING DETAILS 15. ALL SHUT OFF AND ISOLATION VALVES SHALL BE BALL TYPE. ALL VALVES SERVING TOILETS AND SINKS SHALL BE ANGLE STOP TYPE. P5.2 PLUMBING DETAILS title' 3 PLUMBING DETAILS Ptumbing16. PROVIDE AN INDIVIDUAL BALL VALVE AND BACK CHECK VALVE TO EACH INDIVIDUAL PIECE OF EQUIPMENT. P5. Symbols P6.1A SANITARY RISER DIAGRAM & General Notes P6.1 B SANITARY & GREASE WASTE RISER DIAGRAM P6.2 DOMESTIC WATER RISER DIAGRAM scale: As Noted P6.3 GAS RISER DIAGRAM drawn: PF P6.4 STORM DRAINAGE RISER DIAGRAM P7.1 PLUMBING SPECIFICATION POO F .I ---------------- I _________________;___________________________________----___--_____________________________-______________---_________________, ANDREW V. � I 1 I I I I 1 I I 1 , I ___ ____- _________ ________-, GIAMBERTONE I Q Q Q Q Q Q I I � I Q Q Q Q I I I I '---- ------- -------- --------_-V_-=------.-- ----�-� ---- - - __ ----- -----_= r L =rt_�--- __----- --- --------- ASSOCIATES __ ___ _ _ _______ _ __ —————————————————— _ _ _ iiiii " iii _ ___ _ _ _ _ _ ' J ---- I I { I I I --------------- 2 I I . I I � I I-1 ------� - - �— Fool €cH.Rrt Bore t + I O ------- �� I rh__ i I ARCHITECTS I I I _ I - I II ; - - - - c - � I - - - I I O O 1 �--- I BAR 1 , - -- I --I, L .,J - - LI J + ca2 l_I J B L .J LJ t. t' ,I soLP/csrcmns s utitoR �anlH ( o I R I 62 Elm Street l� I li I ua I 1L-.q,-0. - --- - - -- ---� r' -- -- .�_ J Ii I ,�ar.,��I��,+I� I Huntington, NY 11743 I ------- _ -- " �_ i1 ----ri 1 r r r 1 I - - _ —_L - -- - - -- ' - -}---- L } I- ------------------------- ------- - - 111 -------- ---- �— J - —� - ' + - - - - ------ - �� - ------ L - -� - - ----- d I I J - - 1I I I I , ,Fo�oIL I ----------------------- I l----- .....`�` �` I I I I I I I i I I,I I +� II � ( 11 I 12 I cH.=II'-0 I , �H=" _ I I Telephone: 631.367.0050 I I I' III I . 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I Jet TrAIIK b'—_ r, r, MAlC1lRE I I L, ' ® oC NEE'�� freemaneng@optonline.net .-______________!___-L____________________________________________-_-__- -_ �____�� r JI I ___________________________________________________ ___________________ ____—___ _ — ------ �c. I - _ r � L _;- ' I ---I� 21 � protect: r-- L--------� -- J-- - 38 I + I rw The Enclaves I I I I I I I � I I I I I I I I I I I' I IHF cAi� I I I J r � I l 25 I I I I � I III I I L J I I I I I I 1 I I 56655 Route 25 -i ) I n L o Southold New York I r--Z---J --------I I I I i i i I l I I I I III I I , I L L-----� I F- I I I I L J I I I 29 1 job number: I I I I i III I I is I F- --- ) i --- i�--- - - - - --- ------ 30 16-003/7100 --------------- - ---1- - 41 -- - I �---- I I ----- rurfcAve I date: , I Ilk I �- - � L � III L___—___— r', r', I 08.21 .23 25% SD ISSUED FOR REVIEW sroRAse/!£LH. I f --� 09.06.23 80% SD ISSUED FOR REVIEW RI I 09.22.23 DD FOR REVIEW & COORDINATION f.01 I I 1, , I I I I I I;' HOIiB�AIN6 OFFLE I I ® , I , I 1 09.29.23 80% DID ISSUED FOR REVIEW - -p --- �— ME 5a I 35 I 10.12.23 50% CD ISSUED FOR PERMIT IL JI 43 ;jj cH=II'-0' j I 11 .15.23 FOR REVIEW & COORDINATION III V,RmR ri�rrrrl� III II,II1111 I 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID — - - -- rl, r, ------ I UK STORM - ---' _ - -`j-------- 03.22.24 RE—ISSUED FOR BUILDING PERMIT III I , ' I j�-Z ---- ------- _ — --- -- - - - -�--- --------- 37 i I I I I I - --�------�_- - - � � 04.29.24 ISSUED FOR ADDENDUM N0.2 II IL I I I � ---- -- --- � I � I i H K I 1 M N I I ---------- ------ I - ---- ' ----------------------------------------------------------------------------------- 05.22.24 ISSUED FOR ADDENDUM NO.3 Ii - - -------------- T II it I I I I I I I I I P2.IB I � I I --- -----------------� -- r -- C� --- 45 I I I of Ww I I I I i I L J AR��Ssw��s��9fa� Hotel - Lower Level Floor Key Plan Status: SCALE: 1/16"= V-1)" Issue for BuMn I ermit copyright: © 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIA7TS,ARCHITF.CI'S,P.C. (AVGA)FOR THIS PROJECT,ARE INtiMUA1ENTS OF AVGA. TIIESE DOCUMENTS ARE SERVICI?S FORT HE USI?SOLELY'YXTTI i RESPECT TO THIS PROJECT. UNLESS OTHERIXTSE PROVIDED, AVGA SHALL BE DEE?,iF.D THE AUTHOR OF TTIFST's DOCUMENTS AND SI IALI.RETAIN ALL COMMONI.AW STATUTORY AND OTHER RESERVED RIGHTS TTLYT THESE DOCUMENTS SIIAIi NOT BE USED BY THE OYXNF.R, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO PHIS PROJECT, OR FOR THE CObfPI.LI1ON OF THIS PROJECT FOR OTHERS. Plotted: \\Iednesdav,Nfay 29,2024-11:25am By: 6spear File: J:\7100\Drawing files\'I'I Ili}?NCLAVF.S-1 KY1'1?L\7100 P2.Ldcag title: Plumbing Lower Level Ke Plan scale: As Noted drawn: PF P201 - - - - - - - - - - - - - - - - - 1� 1 B C D E F STORM PIPING TO SITE C GAS SERVICE TO POOL DN ANDREW V. DISCHARGE. SEE SITE/CIVIL EQUIPMENT. SEE POOL _ _ _ _ _ _ _ _ _ _ _ _ ENGINEERS DRAWINGS. �, DESIGN ENGINEERS I I I UPI , , , , , , GIAMBERTONE ! - - - - DRAWINGS- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ i i i i i i - - - - - - - - - -- -- � - - - - - - & ASSOCIATES _ �_M _� _� _v _v _� _v _ _ - _ _ _ _ - - _ - _ _ _ _ _ _ - 1 3 CO * ARCHITECTS ° I BOwLIN E�H. I I 1 I 1 I _ . r- � I . I Gl�ia POOL MEGH, RM. FD G31bAli - ' I 1 1 1 ! I I I - 1 1 1 �'162 Elm Street � I � _ I6" c - - ►- _ I Huntington, NY 11743 _ - ---------------------------------------------------------------------------------------- ----------- ------------------ ---------- - MAKEUP WATER SERVICE 2 �- -� J_ L L -� J I- -1 I ' ME, Rom(. I I �, U _ _______ G19 I Telephone: 631.367.0050 TO POOL EQUIPMENT. SEE I ; 031c 17 ; ! , i i i , o I I p POOL DESIGN ENGINEERS I G32 111 I o GYM I ' Fax: 631.367.6636 DRAWINGS. FD� 25 11 1 1 I G.H. = II'-IIII GI? I I GOLF /SPORTS SIMULATOR GAS SERVICE TO POOL I I III III - _ � I I EQUIPMENT. SEE POOL DESIGN D I ) cla I I GiambertoneArchitects.com ENGINEERS DRAWINGS. I ! �- i� r i I-! 12 ( F -7 I � �°�° I --------------------------- ------ -- ------------' ---------- - --------------------- --- I 1 -- -- -- -- ----- -------- - ---------- ------- ---- - ------------------ -40 ! - � - - - - - - - - - DOMESTIC I�,P RVICE- - - - - �2 - - -�- - - - - - - - I - - - - - - I- - - - - - - -I - - _ - - 0 TO CONTRO BUILDING. I ----- -- ----- -------- - -------� I-�-- -- -- ------------------------------------------------------------- -- ---------� _�------- - --------------------------- t - I _ _ _ L J L J DF L _ - SEE SITE/CIVIL ENGI I a n5 I I I POOL T - - - - - - - - - - - - - - - _I-- - -- - -r-- -- �- DRA INGS. I I I I I I 031 1 -1-- - - - - POOL i 11 I I I 5 - - Z5 I 7 24 -7 5 c-H• = III-0_ FREEMAN ENGINEERING,PLLC GAS SERVICE TO STP ENERATOR. I 23 15 G.h. - " I EXTERIOR UNDERGROUND GAS PIPING TO E M Ati BE POLYTETHYLENE(PE) PLASTIC PIPING I G.H. 14'-10" - I III z --- --- --- --- --- - - --- --- --- I _' ' 'f 3555 Veterans Memorial Hwy CONFORMING TO ASTM D2513. -0 6-- I Suite Q SEE SITE/CIVIL ENGINEERS DRAWINGS. 11779 I 5. r ) INVERT I I - .. -------_1- _ _ _ �--, � . . ! ,,. 1 LP,v 11 f � 0 SK Ronkonkoma, NY i J I - I :. - - - 15 2�'0 - .�..�- ------------------- ------ ---------- --- ---- - -------- _ - --- ------ ----- - 1 Q C 1 E - - - - -I - - - } F W: 631-648-0577 ----------- ----- ------- - - - ------ - - D /MA i S R. I LAV \` I LE TOR IYEEN SANITARY PIPING TO I i y L_:�_J �I IJ 24 sHR, I __ 1.. 5 PE N. G.H. = Ir-o° to � FD I- - 021 I freemanen O tonline.net APPROVED DISCHARGE. SEE I I Z ! ' 1 ! I 22 ME POOL ATHI 8 GHANGING M. 1 1 LAv - 0 ' 24 I g@ P SITE CIVIL ENGINEERS 1 211 -o° MASSA E R / ( ` STEAM -- I 1 -- -- G2"11 I I G24 5 1 H. RM. DRAWINGS. I I GA AN S IL N I 1 I G2q I ! III „ 'r 1 �- I 7 - I I 0 0 1 6 . ;. r0 ect: REAR STAIRS I J 1 j I LA LA I LA G.H. - II-� WC I I - --- SPA 2 K 1 MA 5AG Rtsl. I p / 1 _ 020 i I i i4-i ____- _ TTT �1 �I I�.. . . - _ _ ----------- ------------ - ----------- ---------------------------------------------------------------------------------- - - ------- - ---- -------- - 111 24 1 G.H III 011 LE TOR - - - - - - I - - - - - - - -{- - - - - - - - - - - I- _ I �6) - -_ ____________ ______________ _ _____ _________________________ __________________________---__-- --- _________________________ . __________ _ _____________________ _ - _ _ _ _ _ _ - _ -FD _ - _ The Enclaves I = _ I-I+IJ �-; -� LlA_V LA 24 I W - - Lu 5I JUICE BAR -- 1 I I _ _ GAS PIPING CONTINUED ON I I I - 4 DWG P2.1 B 3 I, FI-3 T I I - - - I 1 `I 21 �Do 3 FACIAL R4. 51'A 1 COD 20 I FD - ��- l' �2I GHANGING R �V G26 COD w s±+ SALON -L 5 1 I 1 E� _ -�- HYDRO THERAPY U SHR. r �. G23 G.H. - - i ' - LAV HAIR - SANITARY PIPING DOMESTIC WATER SERVICE ( E-PANEL RM. j i R HR• � II ----_ __ 24 4 I ( I 56655 Route 25 CONTINUED ON DWG P2.1 B TO COTTAGES. SEE I , 1 G.H. = I4'-10" ----------------------------------------' 'L'_----------------- ------------------------------------------------------------------------------------------------------------------------------------------�- --------------------------------------- _-- - y LAv � I SITE/CI ENGINEERS I - SK 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ISE-1 Southold, New York I - - - - - - - - - - - - - - - - - - I 1- -, , - - - - - - - - - -, i - - - - - - - - - � ,- - - - - - - - - - -� - - - - - - - - - - � - - - - - - - - � i ,- - - - - - - - -, - - - - - - - - - - - 9 1 - 2 I I 26 I I 24 24 I 7 I 18 1 1 DOMESTIC WATER PIPING CONTINUED ON DWG P2.1 B _ _ _ _ _ _ 18 _ I ! 1 1 18 I _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ 18 I_ _ _ _ _ _ _ _ _ _! I 1 1 - - - - - - - 6„ , s - I job number: � - 1- - - - - - - - T 11 - - - - - - - - - ' - I -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - -11- - - - - - - - - - - - - - - - - - - rtl- - - - - - - - - -11- - - - - - - - - - - - - - - - - _ _ _ _ - - - - - - - - - _ _ 24 5 16-003 7100 Lis- - - - - - - - - -� s - - - - - - - - - - - - - - - - - - - ---� J- - - - - - - - - - -,- �- - - - - - - - - - - - - - - - - - - ZJ- - - - - - - - - -� �-- - - - - - - - - - - - - - - - - - - I I A/VRM. 18 3" , 3" 1 3" 3" I I Goa I CODP STORM PIPING TO SITE-/' 6' -' 14'-10" ' date: (INVERT DISCHARGE. SEE SITE/CIVIL - - - - - - - - - - - - - � � A2 25.00 ENGINEERS DRAWINGS. I 08,21 .23 25% SD ISSUED FOR REVIEW MATGHLINE "B_' _ L'J _ UI TGHLINE -5 Q' 09.06.23 80% SD ISSUED FOR REVIEW SANITARY PIPING R z 1 09.22.23 DD FOR REVIEW & COORDINATION APPROVED DISCHARGE. SEE � 09.29.23 80% DD ISSUED FOR REVIEW SITE/CIVIL ENGINEERS �I I DRAWINGS. 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION _ r 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID ri Hotel - Partial tower Level Floor Plan I � 03.22.24 RE-ISSUED FOR BUILDING PERMIT O KEY NOTES SHEET NOTES O4.10.24 ISSUED FOR ADDENDUM P2.1 a. SCALE: 1/8"= 1'-0" 04.29.24 ISSUED FOR ADDEND OM NO.2 1. SANITARY PIPING DOWN FROM FIXTURES ON FIRST FLOOR. 1. SEE PLUMBING RISERS FOR PIPE SIZING. 05.22.24 ISSUED FOR ADDENDUM NO.3 2. SANITARY PIPING DOWN FROM FIXTURES ON SECOND FLOOR. 2. INSULATE ALL DOMESTIC WATER PIPING. 05.30.24 REVISED & ISSUED FOR PERMIT 3. SANITARY PIPING BELOW LOWER LEVEL SLAB. 3. COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR. 4. SANITARY PIPING BELOW FIRST FLOOR SLAB. 4. ALL STORM PIPING TO BE PITCHED AT A" PER FOOT UNLESS 5. CW, HW, & HWR DOWN TO FIXTURES. OTHERWISE INDICATED. 6. CW, HW, & HWR UP TO FIRST FLOOR. 5. ALL SANITARY PIPING ABOVE POOL TO BE PROVIDED WITH DRIP PAN. COORDINATE WITH GC. 7. CW DOWN TO FIXTURES. 8. CW, HW, & HWR UP TO FIXTURES ON FIRST FLOOR. erW Y 9. GAS PIPING DOWN TO FIXTURES. r- r_ 10. GAS PIPING UP TO FIRST FLOOR FIXTURES. 11. CW, HW, & HWR BELOW LOWER LEVEL SLAB. �o 4*0* 12. CW, HW & HWR UP TO FIXTURES. �Ro S �PS7 13. VENT PIPING UP FROM FIXTURES. status: 14. VENT PIPING UP TO FIRST FLOOR. Issued for Bullln Permit 15. GAS PIPING UP TO FIRST FLOOR. copyright: 0 2023 AVGA 16. ADD ALTERNATE IF SPRINKLER HEAD IS LOCATED AT TOP OF SHAFT- THE2" PUMP DISCHARGE FROM NEW ELEVATOR SUMP PUMP UP FROM ARED BYIA DREW cinMBraTON ANDASSOCI TES,ARC1IITTECTS,DOCUMENTS (AVGA)FORTIES PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS FROM LOWER LEVEL. ARESERVICFS FORT HE USE SOLELY MOTH RESPECTTO THIS PROJECT.UNLESS OTIIER',NISE PROVIDED, A\'GA SIIALL BE DEEMED TILE AUI•ITOR OF THESE 4 - p q q Q Q DOCUMENTS NTS AND SHALI,RETAIN A1.L CO L ION(ABC,STATUTORY AND OTHER 17. 5" STORM PIPING DOWN FROM FLOOR ABOVE. - - - RESER�TD RIGHTS THAT THESE DOCU>`IFNTS SHAII NOT BE USED BY THE. ----- --- o O)XNF.R, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS o- a.,vi t �'. -- =--7---- PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. 18. 3" STORM PIPING DOWN FROM ABOVE AND DOWN TO BELOW FLOOR SLAB. - - Plotted: Wednesday,l fal 29,2034-11:25am B : ksl,car File: J:\7100\Dra\aing Filcs\'I'I il?FN(:I.A�'I?S-I10'1'E],\7100 P?.1.d\cg 19. 6" STORM PIPING DOWN FROM FLOOR ABOVE AND OUT TO SITE -----L-0 1 DISCHARGE. _ r . 20. WATER TO SAUNA/STEAM ROOM. COORDINATE LOCATION AND SIZE -- -T' _ fide: WITH MANUFACTURER. Plumbing I ; I 21. COORDINATE PLUMBING FIXTURE TYPE AND LOCATION WITH ARCHITECT. - 22. COORDINATE PLUMBING FIXTURE TYPE AND LOCATION WITH POOL I I - - Lower Level Plan I I CONSULTANT. -tom scale: As Noted 23. CW UP TO FIXTURES. -�- II -- -- --' : --- drawn: PF 24. VENT UP FROM FIXTURES. - 25. VENT UP TO FIRST FLOOR. L_17! --0 6b 26. 4"(VERIFY SIZE WITH POOL DESIGNER) DRAIN TO APPROVED DISCHARGE. COORDINATE WITH SITE/CIVIL FOR EXACT LOCATION AND Ke Plan TERMINATION. P2 . 1a SCALE:N.T.S. i F ON �"� o Q 1 S T u 1 2 v w O KEY NOTES - - - - - - - - - - - - - - - - - - - - - - - - 1. SANITARY PIPING DOWN FROM FIXTURES ON FIRST FLOOR. - J _ - - - - _j 1 GAS SERVICE TO HOTEL. � � �I � GREASE WASTE PIPING TO r- - - - - - - - - - - 1 O- - - - - - - -�- - - - - - - - - - - � � 2. SANITARY PIPING DOWN FROM FIXTURES ON SECOND FLOOR. SEE SITE/CIVIL ENGINEERS APPROVED DISCHARGE. SEE - - - - - -- I , DRAWINGS. I SITE/CIVIL ENGINEERS I F- I 3. SANITARY PIPING BELOW LOWER LEVEL SLAB. - - f T - - - - - - - - - - - DRAWINGS. p - I I NEW GAS METER AND I = - - - - - - - - - - - - - - - 4. SANITARY PIPING BELOW FIRST FLOOR SLAB. G HEADER LOCATION. I I I I I I GAS PIPING TO HOTEL GENERATOR. I I ' I 5. CW, HW, & HWR DOWN TO FIXTURES. J I '1eI I EXTERIOR UNDERGROUND GAS PIPI =--''�JI I �,_ - - - - - - - - - - I _ N N I 6. CW, HW, & HWR UP TO FIRST FLOOR. - _� -r�r � P�AST► - s I CONFORMING i('�a STM D2513. - - - - - - - - - - - -- i - - - - r FD 5 INVERT I SEE SITE/CIVIL ENGINEERS DRAWIN I I I _FFH_ - _ - - - �3 J 7 6 8. CW, HW, & HWR UP TO FIXTURES ON FIRST FLOOR. �- _ I I ' I - - - - - - - I I I c.H. _ �I'-o" - WH-4 I I 9. GAS PIPING DOWN TO FIXTURES. = 14'-10' o I GIS _ _ ANDREW V i CAM LOADING GYt FD - B I 18 ] FD I ' 10. GAS PIPING UP TO FIRST FLOOR FIXTURES. V. I I - -� I 11. CW, HW, HWR, & VENT BELOW LOWER LEVEL SLAB. 4,. 15 I , I GIAMBERTONE (- I 1 g I I SE STAIRS 14 �-I+I� I ------;- I 12. CW, HW & HWR UP TO FIXTURES. - -- - - - - - - = 15 u Li� l11 - - - - - - - - - - - - - - - - - - 4 - - - - - -�(�� - � -- - __ _ -_ -- r, -- - - - - - - - - - - - - - - �� 5 13. VENT PIPING UP FROM FIXTURES. & ASSOCIATES - -- - - 16 T Z. I I W� LAV STAFF LOGK£R . I ,5T LOCKER RM ll c,,� �4 14. VENT PIPING UP TO FIRST FLOOR. - -I----- I I I I I ® O 16 G.H. = II'-o° ! _ z 1 Co _ I I I 15. GAS PIPING UP TO FIRST FLOOR. ARCHITECTS 3 - - - - - ' 1 I ~ , ES �I I r- - - - - - - - - - - - - � I - - - - - - - - - - - - - - - -- - 13 16. ADD ALTERNATE IF SPRINKLER HEAD IS LOCATED AT TOP OF SHAFT- s I sp 6 21 5 2" PUMP DISCHARGE FROM NEW ELEVATOR SUMP PUMP UP FROM 62 Elm Street �° , I ,I I 2 5 - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - � LOWER LEVEL. _ _ _ _ " _ -_ I _ _ - Huntington NY 11743 E A !: GHEF'S OFF. . l.. I LE TOR I'' �. I TO APPROVED STORM _ -I - - - -I 15 ' ' ' 14 17. CW UP TO FIXTURE. 18' :.;• -' : I DRAINAGE SYSTEM. SEE I TO APPROVED STORM 18. 3" STORM PIPING DOWN FROM FLOOR ABOVE. Telephone: 631.367.0050 ' MA55A _E R MEGH. RM. I (' I SITE/CIVIL ENGINEERS 1 p ' DRAINAGE SYSTEM. SEE G24 I GI I 22 Hs ' I DRAWINGS. ► ► Fax: 631.367.6636 i I I SITE/CIVIL ENGINEERS 19. 4" STORM PIPING DOWN FROM FLOOR ABOVE. ff 2 �- - = I 1 DRAWINGS. 1 .:•..::.: G PT I� FD I I 7 - - - - - - - - - - - - - - - - - - - - - - i MA 5A6 I'll. 0^ 16 ' FS - I - 122 I - ' I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 20. NEW DOMESTIC WATER BOOSTER PUMP BP-1. G.H. 5 I I LE TOR -- Giam ertone rchitects.com f r -1 l I 15 P _ - 21. VENT UP FROM FIXTURES. - - f- -9 - I - 1 FD _ _ _ ELEVATOR LOBE I 22. VENT UP TO FIRST FLOOR. GOq I -------- - - - - SKI tT--- I S T' u V W 23. VENT UP TO FIXTURES ON FIRST FLOOR. FACIAL RM. I G.H. = I I'-O° 2.. '1 FS FD -III T I G26 NTI N ON 15 E M FREEMAN ENGINEERING,PLLC - ----- --- - _ _ 0 9,,, NITARY PIP[N I _ ,- JFS I ++_+ ' " 1 , 3555 Veterans Memorial Hwy O C TINUE 0 DW 2.1A KITCHEN Suite Q I �- CODP I` co r HS E _ Ronkonkoma,NY 11779 DESTIC WATER PI. I G - II NTI UED ON®W F12.1A - - FS n'-o° a I �;`• W: 631-648-0577 - - - I I I I �s�NEER�� - II ' I SHEET NOTES freemaneng@optonline.net �FD i 1. SEE PLUMBING RISERS FOR PIPE SIZING. I Fs I _ IsK ro ect: - - - j� - - - - /1 c RM. ! S 2. INSULATE ALL DOMESTIC WATER PIPING. p I �- - - - - - - - - - I -_ __ _----- � - - - COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH - - - - - _ - _ - - - - - I 21 _ I FD 5 MECHANICAL CONTRACTOR. The Enclave s - ) 5 2 , I 4. ALL STORM PIPING TO BE PITCHED AT g" PER FOOT UNLESS I ERT I OTHERWISE INDICATED. a I jE �� co r� 86' I . I Z , I I I 7 5 21 I 56655 Route 25 I _ - - - - - - Southold, New York 22 - - - - I - - - - - - - I _ d, WC W C. LAW F a C06 - - - - fob number: III II , I 16-003/7100 ' I ( I ate: I I I FD 2 8 i I ail - - +� 24 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW HWH-1 I- I i I WINE GAVE i I I I FD - I �` -I� - - - � � 09.22.23 DD FOR REVIEW & COORDINATION - - - G04ai I I ___ I 09.29.23 80% DD ISSUED FOR REVIEW _ -_ -_ I _ I 21 25 10.12.23 50% CD ISSUED FOR PERMIT II L _ • I i 11 .15.23 FOR REVIEW & COORDINATION I I I I F-MUAU 01 .10.24 ISSUED FOR PERMIT II I I I 02.07.24 ISSUED FOR BID I I I 03.22.24 RE-ISSUED FOR BUILDING PERMIT I I FP 9 ' 27 04.29.24 ISSUED FOR ADDENDUM NO.2 I 10 I G.H. = 14' I i i 05.22.24 ISSUED FOR ADDENDUM NO.3 - - - I I - - - - - I I oRM. I i MECHANICAL RM. 28 I I ; I I I I I I I i I I DF-MUAU-2 I I � -I �" I I I I 29 I 9 I I - - -� WINE CA`I(E - J I i DF-DOAS-2 i I _ IL F- _ A��oF t�tCW Y - - - - - - 3 0 y��tia�c Fay - - - - - - -/ 9 / J WINE CAVE III I I . I 31 � ' I `I'a I I I � I I � � �Q•�� DF-DOAS-3 ( , pR0FEsq_fldlsA�P� - - I -At/ FD ---r --- - H- I status: L - - - - - - - 33 - --- - - -- - 9 � �4 Issued for Buildin Permit I copyright: © 2023 AVGA 5TORAGE /M CH. I I 15 16 i GOIa I II THE COP17MGHT DRAWINGS,SPITCIFICATTONS, AND OTHER DOCUMENTS GOR I I PREPARED BY ANDREW V.GIAA4IERTONE AND ASSOCIATES,ARCHIT]FCTS,P.C. Ec I E -3 (AVGA)FOR TTIISPROJECT,ARE INSTRUMENTS OF AVGA. TIIESE DOCUMENTS s ARE SF'RVICES FOR T HE USE SOLELY)MIJ RESPECT TO THIS PROJECT.UNLESS i ' HOU5EKEEPIN6 OFFICE I I ? _Q Q Q Q Q 1 g q 4 q 4 4 J c -J ___ r -`- --I OTHER\CISF PROVIDED, AVGA SHAi,I BE DI?EMED TILE AUTT30R OF THESE � s __--- _ DOCUI7£N'[S AND SHALL RETAIN ALLCOnI IONLAAX',STATUTORY ANDOTTiER' I G°3 - 0 4._ I RF.SERNTD RIGHTS TIIAT TIIESE DOCUMENTS SHALL NOT BE USED BY TTIE I I 9 I � I A �,.- Y'® a OAXIQF,R, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR ME COMPLETION OF THIS PROJECT FOR OTHERS. t =:- = I _ _ - - �- -- - - - ----'-i JI Platted: \K'cdncsd-tv,Ntav 29,20_'4-11:25am Ra: kspcar - - - L GAGE STORAGE 3 ---- �OLATED I GOIa m b b b b File: I:\7100\Drawing f iks\'1'1II?ENC1,AVl?ti-1In'I'I?],\7}00 P2.Ld c 14 I -J ' m-- ! •' . = i ' - ------ tltle: -. -0 PlumbingSEE FIRE SPRINKLER7 3" 5"5DRAWINGS FOR1 7 0 -- -- ____ CONTINUATION. I I 20 SS I � I 17 n _� I BP-1 3" I '� III I } �. . . 'p _ I __- w _=-0 Lower Level Plan LIN. 5TORAG 18 21 I 13 TO APPROVED TORM -� I ' 18 I DRAINAGE SYSTEM. SEE -+ --0 ---- :M - drawn: PF FIRE SPRINKLER SERVICE. D IC WAT6 ING FROM I I - _ -SEE_-SITE/CIVIL ENC INEEB� _ _ _ E - I ( - SITE/CIVIL E�NGI EERS - - - - -- a-�' C° - ---- 3 DRAWINGS. - E I FRS DRY - - - - - - - - ( DRAWINGS. d b F� � N I I I ri Hotel - Partial over Level Plan Key Plan P2.1 U SCALE: 1/811= 1'-0" SCALE:N.T.S. 0 77 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------!--------------------------------------------------------------- ANDREW V. I I I ' I o Q1 T tJ 1 2 V W GIAMBERTONE Q Q 4 Q Q -01 11 111 W717Qy y - - ---- r- _______ - -_-- _-- _ - - & ASSOCIATES I I ROOM« I -- ------- ------- ------- ---- ICI � � I I I --j - - --- � --W-1 �� - 3 NO.gLGCIBLERM I 1 M J .--WLL.H. ®LH•10'-0 -- ___ _ ___—_ __ fi ® ARCHITECTS RDON ROOM N9 ROOM On ROOM.14 ROOM-`9 ROOM NO ROOM Iq ROOM W ROOM•5 ROOM n I I - - - - I _—lia __—_—® _ _—_—_—�_ G.N.:13b' �]J} , II I 0 I ___ _- ____.__ _._-__ __..._ ______ _____-__ _____--___ _— _ __ I EVW 04. )L o i _ 1 I I i j I L H.-10'-0" I L H 10'-O" 7a -- - TM � - — eq - — - - - Bq- a -- -- --- - - --- - -- -- - — - - � I ; ; �` ' -- Ili I CA. ,A '� I LH=lo'-0 62 Elm Street 4 nlaT ❑ gn+lnsli 1; ❑ ❑ ❑ ❑ ,1 ,f ❑ i H.u'-o• i P Y qTH ao eqn+«I" BATI4-6 eqn�9s egrn n ol° I I t I 1 Liz © ! o � a o _ I Huntington, NY 11743 I � o I ° 113a 110° 109° � 106a 105° 10]a _—-—_— - - 10 - - - - - -- -- - - - --- - —�-- ❑ - - -- - - -- -- — - - - --�- ❑ - -- — - -�- ❑ - -- - - ---------- ------ ---�'{1 g I }-- -{-- - �-- -- � E� _ Telephone: 631367 0050 STAIR I 11 t MAIN 140 H- I Ili LA 10'-5" 12 -- - ---- =9' H.. . . ---- 9' ---- - - --- I - - -_=_ ° - _ _-__- - -- - __ ---- __-_ — Fax: 631.367.6636 Lq�l , � I I 116c 5 gll5° ❑ g11310 Ali° 105°$ - - - - - 16 ❑. - -- I - - - - - —?--,- - ° (§ - --- --- - - - —'---- —fll l I ' �qT°R -�� GiambertoneArchitects.com — - A. n rvorer5�,aATH; I _ - -- C -- -- - - 0 - - - � 5T I16 - - ------- -—- - - -—- —-—- - - - -- -------- -—-—-—- ------- ------- - 4+ ? '� - +----- - - -- - - ----------- -- 16 ROOM 013 ROOM 0 ROOM I O6 C=7� f� 1 0 ® O O j ptrvoort POOL REG1 -- --- -- - "•' I' k � S ' �� --- L.H=II'-10" L.H=11'-10' LH•11'-10" I I , - - FOOD�," 06 — I FREEMAN ENGINEERING PLLC °L.H..9'-O• I ` ! 4, 1 c 'lo'-0" I HAw•IgY I_; 1° o �__ 1LIII,° - 3555 Veterans Memorial Hwy ' 19 i IT- I = - Suite Q T_—=TI i i ° 20 ; t. ti ' Ronkonkoma, NY 11779 - - - --_- —-—- - -- —� I W: 631-648-0577 se+s Fool Tom I I ;LN•II'-0' I I� 5E:tVERTA i IHEA`�v freemaneng@optonline.net Ji ' ---TI — ---------------------------------------------------------------------------------------------I — --- ' ---- ---- project: a--------I---- ° I 1 The Enclaves ===_I 4 ' I I _ 6q •I -==-- I ------- I --- - --- I ------ I -__ --_--_- ' I o - �______= 56655 Route 25 26 ' 1=====_ I cvrvooR 1___--_ " I " Southold New York �----_ k� --- I I I I �— I I OOTMEn ---TI.� ------ ---- ----- ------- 29 ' ---- _ II ' lob number: I I I I I I 1 I I I --- !_ ---�--- �_ -----� -- - - - ----------- i �_______ I -�-- -- 30 16-003 7100 -- I I I -�- 1r---TI- ---�I I �_______- ate: 250 SD ISSUED FOR REVIEW I 09.06.23 80% SD ISSUED FOR REVIEW LOTTA6E 05 'I, --= I, ' LH=IL'-0• L �' " I ; -. 09.22.23 DD FOR REVIEW & COORDINATION - ' 1 09.29.23 80% DD ISSUED FOR REVIEW T=--� -- -� -- - --' -- -�- I -- - --------- 35 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION I 121 i OFFILE I I ' 01 .10.24 ISSUED FOR PERMIT bFr,corr�swor O I O2.07.24 ISSUED FOR BID SW�rSrgIR -—-—-—-—- 36 ' 44 ; II I 03.22.24 RE-ISSUED FOR BUILDING PERMIT _ � ' �- ---- ---- - - - - 04.29.24 ISSUED FOR ADDENDUM N0.2 ___________________________; 05.22.24 ISSUED FOR ADDENDUM NO.3 t I� IF 14 14 =TI=====_____===1T 11= II II ` ----_____=====1$= _ !_____________14= OF WW Y I `�1=====---=====14 74 cttr -- -- 4*0 ARo�EswoN�5�! Il:otel - First Floor Ke Plan Status: SCALE: 1/1611= 11-0" Issue or Bu• •n Permit copyright: © 2023 AVGA THE COPITUGITT DRAWINGS,SPECIFICATIONS, AND OTIIFR DCICU.MrNTS PREPARED BY A.NDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FORTTIISPROJECT,ARE INSTRUMENTS OF AVGA. T IE11" DOCUMENTS ARE SERVICES FOR T HE USE SOLELY AlTH RFSPIiCT TO THIS PROJECT.UNLESS OTIIF.RNNISE PROVIDED, AVGA S11ALL BE DEEMED TI1E AUTHOR OF THPSF DOCUMENTS AND SHALL RETAIN ALL COMMONLANN(S'1'ATCTORY AND OTHER RESFRVFD RIGITTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OANF.R, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO TIES PROJECI', OR FOR THE COMPI.1,11ON OF THIS PROJECT FOR OTHERS. Plotted: Wcdnesdav,Mat'29,2021-11:26am BY: kspear File: J:\7100\I)ra\Nin;;Files\TI11;1?N(;1,AVI?S-1I01'EL\7100 P22.d«-g title: Plumbing First Floor Ke Plan scale: As Noted drawn: PF P202 -f. A 1 B C D E ANDREW V. - - - - - - - - - - - - - - - GIAMBERTONE I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� C Q — 1 _ _ _ _ __ _ _ - _ _ _ _ _ _ _ _ _ _ _-- _ _ _ � _ _ VI ASSOCIATES _ - _ _ _ - _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ Ix F10M #I �I * ARCHITECTS ° 3 H.G. AGGE551BLE RM. I G.H. = II'-10" G.H. = II'-IO G.H. = ii'-10" T I62 Elm Street ROOM #2l2 120 Roo #Iq ROOM #17 ROOM4 #14 ROOM #15 ROOMO#10 ROOM#q ROO°b#6 R00O5#5 ROOM #2 � Huntington, NY 11743 19 14 19 13 19 13 19 13 19 6L- SCALE: Telephone: 631.367.0050 i 13 -- ----------- ----------- - . ----------- ------------ ----------- ----------- ----------- -------------- 1 GL. A 18 GL. B T q V GL. „GL. B n#4 V GL. GL. V GL. GL. V �/ GL. GL. 19 Fax: 631.367.6636 I 5 J 3 WGi 5 � �' 8 1 q --; WC WWW�! -- ° 8 1 ii NrC j WW�i! 8 1 !F W� 8 1 ii�WC {� WW�'! 8 1 BATH # C 6 # # # # # ATH #2 I°I GiambertoneArchitects.com - L * BATH #I _ �,. , B�AAT-H#1 ATH 10 BATH ATH 6 ATH � 5 1 4 LL H 1 LAV LAV = � LAV � _ — - - - 4 I „� 3„ 1 18 4 4 18 1 4 118 4 4 18 I 4 118 4 ! 4 18 I 1 18 4 ! 4 18 1 1 18 4 , 3" 1 ! 4 SANITARY PIPING 12 I 3 I I 1 I I ( 1 1 7 I MAIN H 3 i CC• 1 -G.H._q'-o = — — — 3 = — — - — _ — — - _—_ - 14 _ ——— G H = q' = E �,,� FREEMAN ENGINEERING,PLLC I - ___ — — — 9 CONTINUED ON DWG P2.26 E C - 3 3555 Veterans Memorial Hwy (12 - - — p 13 _ — -- - 13 -- -- --- -- FFH q' H. - q' ( & I 13 —.�—— — I „ I I PaTGI — 5` �> `' Ronkonkoma, NY 11779 13 5 WC 19 19 WC LAV WC 19 19 8 < WC WC C WC f 5 5 LAV 19 LAV 19 19 9 C BATH A �6 BATH #15 A 2 _ B ._ #II A S � � #7 A 4 _ �' ^ _' _ _ � W: 631-648-0577 - - - - ICE_ - - - - - - - - - - - I - - - --- 1 - — - � 15 -- - - _ V _ V �C�NE7~a�� H ,III freemaneng@optonline.net 4 4 4 13 1 3 4 4 4 Lr— F I J b [BT l TUB nzpi B� TUB Tu�� B� TUB TUB BT BT TUB 4 TUB BT I I j T GL. GL. _ _: _ 18 1 8 GL. } GL. — _ GL. GL. _ _ _ _ GL. WO TN'S P ATH _ project: - -------- ---- -- - -- ---- - -------- - — p l I AR STAI 2 78 18 LAVI LAV _ - ELE TOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 3 - - - - - The Enclaves � ' r ROOM #15 ROOM #16 ROOM #15 ROOM #12 ROOM #11 ROOM #a ROOM #7 ROOM #4 ROOM #3 T ' ITS 116 ' 115 112 III 108 107 104 103 17 6" 0- 19 oU 4501 j � I DN � 3" I I ! riT ®� 56655 Route 25 21 I Southold, New York 1^; I jG.H. = lO'--r job number: — _— - - F HB = T — - T ( 1 - 1,_ _ _ _ _, 6 003/7 00 jT = = = T1 ' 15 15 15 15 LHR.Z I —j date: jT — = Tj MEWS POOL B, _ _ _ j A2 I 13O 08.21 .23 25% SD ISSUED FOR REVIEW -� SHR. G.H. = 10'-O' MATGHLINE "BS_' _ _ _ _ _ MATGHLINE "B" Q� 09.06.23 80� SD ISSUED FOR REVIEW z 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW Q� 10.12.23 50% CD ISSUED FOR PERMIT 5HR. C 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT - - - - ---- _- _ 02.07.24 ISSUED FOR BID ►— _ _ _ _ _ 03,22.24 RE-ISSUED FOR BUILDING PERMIT rl Hotel Partial First Floor Plan P2.2a scALE: 1�s„= 1�-0" 04.29.24 ISSUED FOR ADDENDUM N0.2 05.22.24 ISSUED FOR ADDENDUM NO.3 O KEY NOTES SHEET NOTES 1. SANITARY PIPING DOWN FROM FIXTURES ON FIRST FLOOR. 1. SEE PLUMBING RISERS FOR PIPE SIZING. pr NC-W Y 2. SANITARY PIPING DOWN FROM BELOW SECOND FLOOR SLAB TO FIRST 2. INSULATE ALL DOMESTIC WATER PIPING. Q� FLOOR. 3. COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH 3. SANITARY PIPING BELOW SECOND FLOOR SLAB. MECHANICAL CONTRACTOR. ~~ 4. CW, HW, & HWR DOWN TO FIXTURES ON FIRST FLOOR AND UP TO or S 4. ALL STORM PIPING TO BE PITCHED AT $" PER FOOT UNLESS '°RQ�S��aP` gqQ FIXTURES ON SECOND FLOOR. OTHERWISE INDICATED. Jr�n/491�� 5. CW DOWN TO FIXTURES ON FIRST FLOOR AND UP TO FIXTURES ON 5. ALL SANITARY PIPING ABOVE POOL TO BE PROVIDED WITH DRIP PAN. status: SECOND FLOOR. COORDINATE WITH GC. 6. CW, HW, & HWR UP FROM LOWER LEVEL. Issued for Bul:Rn Permit 7. CW, HW, & HWR UP TO SECOND FLOOR. copyright: 0 2023 AVGA 8. CW, HW, & HWR DOWN TO FIXTURES. THE COPYRIGHT DRAA NGS,SPECIFICATIONS, A.ND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBF.RTONE AND ASSOCIATES,ARCHITF,CI'S,P.C. (AVGA)FOR THIS PROJECT',ARE INSTRUMENTS OF AVGA. THESE DOCUMT.N IS 9. CW DOWN TO FIXTURES.I R CS. ARE SERVICES FORT HE USE SOLELY IXTTH RESPECT TO THIS PROJECT'.UNLESS V E _ OTHP.R%NISE PROVIDED, AVGA SHALL Bl?DEEMED THE AUTHOR OF THESE q Q Q Q DOCUMENTS AND SITALL RETAIN ALLCO'ILNIONLAW,STATUTORY ANDOTITER Q- -------Q --------— Q-- --- -Q — - 10. GAS PIPING UP FROM LOWER LEVEL TO FIXTURES. _ - -_ RESERVED RIGHTS TTIAT THESE Ix�cTJMENTs sllAFr. NOT BE usr:n BY T7IE ! -F --- �- --- - - OWNER, OR OTTIlIS, ON OTHER PROJECTS I'OR ADDITIONS TO TITIS —�. — PROJECT OR FOR THE COMPLETION OF TTITS PRO 'CT [OR OTITERS. o-- - - - - I - ---7---- -- - J J 11. GAS PIPING UP TO FIXTURES ON SECOND FLOOR. :_ ,l„rra. �rea„«aa,,`la,,9,,o,4_]l: 6am 1i,: Lspenr ..._._._I . — . — Filc: J:\7100\llra\,in }'ilcs\'1'I ll?l?NCI.AVI?S-110'I'1?l,\7100 P2?.d\\, 12. GAS PIPING UP FROM LOWER LEVEL AND UP TO SECOND LEVEL. - 13. 3" STORM PIPING DOWN FROM FLOOR ABOVE. o- � ! ------ 14. 3" STORM PIPING DOWN FROM ABOVE AND 5" DOWN TO FLOOR ==_ fie' ,- BELOW. - Plumbing 15. 3" STORM PIPING DOWN FROM FLOOR ABOVE AND DOWN TO FLOOR First Floor Plan BELOW. - '-- '• s=_ 16. 6 STORM PIPING DOWN TO FLOOR BELOW. - -- ---- -0 I.___... r Scale: As Noted I � 17. VENT UP FROM LOWER LEVEL. -_ drawn: PF 18. VENT UP FROM FIXTURES. - --- ---- 19. VENT UP TO SECOND FLOOR. -a-b -.-0 Key Plan `-= P2 . 2a N.T.S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I II I F RAMP O `C 1 S T V I 2 V W I �- - - -I- - - - - - - - - �- - - - - - - FFHB -- -------- _ # I I I� FP ROOM I 1 H.G. AGGE5�516LE RM. � I i I _ LAV ° ; , I M WG 135 r:a - ------- -- - ---__ LAV 32 I I 5 I 32 _- - - - - - - - - - - - - - - - � WC W - - 23 UR UR R 8 G.H. = 13'-O-- 23 --- 6 23 ISI N�F_M, ALL I 1 G. . = 10' O"--------- _ , II I 8 ANDREW Ve „ » I i i 3 G.H = lo'-o° 3 I I 3.a r. I 3„ 2 BATH # - GIAMBERTONE IOIc] 0 32 `--- -PANEL G 5 EVENT ROOM I 1 24 17 ONL I 133 - - 3„ i37 - - - - - - 3„ - - - -__�3 -- 8 LAV --- ---- -- - - - - --� - - - - - - & ASSOCIATES SH - 32 19 W-Wc � I I I LAV -N FD WC I I. 32 � I I I I ! I 3 i i 18 I 8 5E STAIR 5 ,�V _ ___ I I * ARCHITECTS 4 I 27 134 GS'AN�TA� PIPING � CONTINUED ON DWG �.2A -- --- ' S STORM PIPING TO SITE �$ I3 34 ------------------------ ------------------------------------------------------------ ------------------------ - - -� - DIS ----------------------- ' 62 Elm Street ---------------------------------- � 32 CHARGE. SEE SITE/CIVIL � � - •7= ,: - Ili �FD ENGINEERS DRAWINGS. 140a i; - - - - - - - I - - - - - - - 18 I = I Huntington, NY 11743 SHR. i 2 EL TOR D _ I4 - - - - - - - STORM PIPING ITE I I Telephone: 631.367.0050 i I I ELEVATOR LO DISCHARGE. SEE SITE/CIVIL - - - I 132 `` ,, - �' - -- m ENGINEERS DR I GS. Fax: 31.367.6636 GL. WOMEN'S POOL BATH 0 SHR. 13� f � I I I g9 I I I I I VELETOA 12 o GiambertoneArchitects.com --- S I -------------------- 1 ------- u • - "l - • - ~` / :w __________________ 1 ry I --- A COHDITECTC rO OUTDOOR POOL RECEPTION II FREEMAN ENGINEERING,PLLC ' e„ ;'"' 3555 Veterans Memorial H F - Suite Q I I 13 Ronkonkoma,NY 11779 `� f. W: 631-648-0577 HALLWAY q'-D" -i 121 *: -� 8 �NEEa��O I 0 t, - - freemaneng@optonline.net 8 3 - ro ect: I ROE NG �lGER I SHR. '4 E S� I'FRZ F Z �CF REF REF C V p ------ M 4 . 0 KEY NOTES SHWR Lp,' - I, Rs - - - - - - - 'La - - - 20 34 WC ' 1 1. SANITARY PIPING DOWN FROM FIXTURES ON SECOND FLOOR. The Enclaves EV5 POOL B - r 8 ,...� � 2. SANITARY PIPING DOWN FROM BELOW SECOND FLOOR SLAB TO FIRST SHR. LAV TLA I L,I 6 I 32 FLOOR. _j I H. I G.H. = O' 6" 5 ___ o 3. SANITARY PIPING BELOW SECOND FLOOR SLAB. Q� 32 •`- - \ UR 32 II) _- V 32 N 4. CW, HW, & HWR DOWN TO FIXTURES ON FIRST FLOOR AND UP TO �I I ► FIXTURES ON SECOND FLOOR. 56655 Route 25 SHR. WC -------------- 2 qIF 7 W I 5. CW DOWN TO FIXTURES ON FIRST FLOOR AND UP TO FIXTURES ON FFHB SECOND FLOOR. Southold, New York - - - - - ---------- 2 I 6. CW, HW, & HWR UP FROM LOWER LEVEL. - � FEF FCF RCF FCF REI f F 'ob numb er: _- _ G�N GUN \�, I " 7. CW, HW, & HWR UP TO SECOND FLOOR. ( j - CO i 8. CW, HW, & HWR DOWN TO FIXTURES. 16-003/7100 9. CW DOWN TO FIXTURES. I 23 3 6 23 date: I I 10. GAS PIPING UP FROM LOWER LEVEL TO FIXTURES. 24 11. GAS PIPING UP TO FIXTURES ON SECOND FLOOR. 08.21 ,23 25% SD ISSUED FOR REVIEW 1= _ _ _ _ _ _ _ I I I I 3, 1 it 12. GAS PIPING DOWN TO KITCHEN FIXTURES. TYPICAL OF 3. 09.06.23 80% SD ISSUED FOR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION DD ISSUED FOR REVIEW 13. GAS PIPING DOWN TO KITCHEN FIXTURES. TYPICAL OF 7. 09.29.23 80� 14. VENT PIPING UP FROM FIXTURES. 10.12.23 50% CD ISSUED FOR PERMIT 3" 3" 15. VENT PIPING UP FROM LOWER LEVEL. 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT 23 1 1 23 16. GAS PIPING UP FROM LOWER LEVEL. 02.07.24 ISSUED FOR BID _-__ -_ _ __ POND 0122.24 & RE-ISSUED FOR BUILDING PERMIT 1 F_ 1 1 I , ! OUTDOOR 17. GAS PIPING UP TO SECOND LEVEL. DINING 1 DINING - #REPkPcEE� FIREPLACE I I I 125 ! 18. GAS PIPING UP FROM LOWER LEVEL AND UP TO SECOND LEVEL. 04.29.24 ISSUED FOR ADDENDUM NO.2 I I I „II 27 05.22.24 ISSUED FOR ADDENDUM NO.3 10 3 19. CW, HW, & HWR RUN BELOW FIRST FLOOR SLAB. i 1_-_ --- I I I 20. CW, HW, & HWR UP TO FIXTURES. G.H. II'-q I/2" 1 I I I 23 I 121. CW UP FROM LOWER LEVEL TO FIXTURES. 3" 22. CW UP TO FIXTURE ON SECOND FLOOR. - _ _ _ _ _ _ _ IT _ _ _ - - _ - - - II 29 23. 3" STORM PIPING DOWN FROM ROOF DRAIN. 11- - - - - - - __ _ _ _ _ _ _ = 124. 4" STORM PIPING DOWN THRU FLOOR. -_ - 25. 3" STORM PIPING DOWN FROM FLOOR ABOVE. - - _ - - - - - - - - - - - 0 t 4" ; 30 26. 3" STORM PIPING DOWN THRU FLOOR BELOW. L - - - - - - - - - - - 27 BELOW. PIPING DOWN FROM FLOOR ABOVE AND DOWN TO FLOOR r 23 I 1 23 I 28. 3" STORM PIPING DOWN THRU FLOOR AND OUT TO SITE DISCHARGE. ,o,�aS �Py - - - - - =_- - I I I 4" 29. 4" STORM PIPING DOWN FROM FLOOR ABOVE. 24 I 30. NOT USED. status: - - - - - I I --_-_ _ -- -1_-_---- - - - - - - - - - - 3 4 - ---- ---------- ------------- 31. NOT USED. Issued for Buildin Permit FFHB --- 1 G.H. 16 1 32. VENT UP FROM FIXTURES. copyright: 0 2023 AVGA I i � I V 33. VENT UP TO FIXTURES. TILE COPYRiGIi'I' DRA\L7NGS,SPECIFICATIONS, ANn OTTTER DOCUAfI;NTS PREPARED BY ANDRE\\'V.GIAMIiERTONP.AND.ASSOCIATL S,ARCxI'I'I'sC"1'S,P.C. (AVGA FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS 34. VENT U P TO SECOND FLOOR. 4 4___ 4 4 4 __ Q 4 4 4 ARE sER\ICES FOR T HE usE SOLELY\YT1fI RESPECT To TI Bs PROJECT.uvr.rss I --------------- ----- ---- q -- ®- --- --- -- OTHERWISE PROVIDED, AVGA S1L4LL BE DEEMED Txi?AUTHOR OF TiIF.SP. - -- - - DOCULIISNTS AND SHALL RETAIN ALLCO\INIONLAW,STATUTORY ANDOTHER Ii A o-._. __,f. _._�_.-m-.-__sr_ .1Q._ -�- _s_.- ._.�- . -- _s_- ------FI - - - RESERVED RIGHTS THAT TMF. DOCUMENTS SHALL, NOT BE USED BY THE Ij I G 35. VENT UP FROM LOWER LEVEL. o-"_ rl - OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO 'JIIIS - PROJECT, OR FOR THE C0IIPLETTON OF THIS PROJECT FOR OTHERS. - _ _ _ _ _ _ _ m�- _ _ _ _ 3 ° - --._'. o I Plotted: Wednesdac,May 29,2021-11:26am B)': kspear - ._.-- _--- ._--- I File. J:\7100\DraNvingfiles\'1'Ill?ENCI,A�'(;S-IK)'1'I:1.\71001'2?.dw,g LOB Y ' ® ,e . W - = 4 b b b O -- 121 I BACK OFFICE -- - ----- 25 I ! SHEET NOTES �- -_ -Imo= � I i 122 G. = lo'-o" - � ® � � , -------- 3„ 1 G.H. = 21'-2" 1. SEE PLUMBING RISERS FOR PIPE SIZING. _ _ ._-0 -�- -__-=_= - title: GIFT/COFFEE 5HOP I _ Plumbing::: 124] 26 21 �i 2. INSULATE ALL DOMESTIC WATER PIPING. -_- - - - - -- - 5TA SW 123 IR 3. COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH • hl: MECHANICAL CONTRACTOR. _-._:__-0 First Floor Plan - --- - -- - ' - scale: As Noted 4. ALL STORM PIPING TO BE PITCHED AT PER FOOT UNLESS _----- FF VE5TIBUL I OTHERWISE INDICATED. - , --0 ---- --- drawn: PF - - - - - - - - - - - - - - - 3 1 Hotel - Partial First Floor Plan Key Plan =_ P2.2 U SCALE : 1/8"= 1'-0" SCALE:N.T.S. P202 __________________________________________________________________________________________ ___________________________-----___ ______-_____-_--_;_____________________________________________________________________________________ ANDREW V. I ( I I � I I I I I I GIAMBERTONE 2 M N O Q 1 SQ QT QU 11 J2 V W ; -�-� _ ! ! —_ _ _ - ASSOCIATES 3 HO.ALL�91wp RM FFF i ---------- --------- — -- - - ROOM•2f 71— __\4_ fi ° ARCHITECTS I ROOM.40 ROOM•39 R0014.9'1 ROOM"4 ROOM 0" ROOM 1150 FLYJM.2.1 1004-.W ROOM 025 ROOM Q2 I ® ® 022s U I _ �-� -I \J __ -- -- -- --- -- - - - -- -- -_ - _ ---_ _- - -- - I I 62 Elm I I I I 7a --- c- C4 �, — O - — -- ❑ rb a - ❑ -- -- ❑ CL o u- ----- �JI Isa- ' _ Street o f BATH I t _ - _ o - - - - - - - - - --- - j_--- -- /J'� Huntington, NY 11743 x ATH ; ATH TN TH 'BATH A1H ',AT14 ___ _ -- `/ ® � c� �; � I I I '�STAB -- -+— -{_ - � --� —- _ I f f f 12 LH=6'-0 M�zHALL I ! ; o " - Telephone: 631.367.0050 - .., I = = f I f f I �---- - -- -- =6' --- .� j I - --- - - - - - ---- - Fax: 631.367.6636 IS - - ^TM - - ®: «3 (� '" — - 5A - - - ---- -J-- ---- - — I " - - - - -- -----------�-- is _ �_ --- -]a'� 2�6a 2'�50 ----------�- I ( 14 I I I L H=0'-0' _ _ --�_- II -�� I GiambertoneArchitects.com I, 1 I I , 16 -I - - - ---- ----- - - - -—- —-—-—-— ------- ------- ------- ----- - ------- � z-8 - _ - - -i---- --' - - - -�- ---- ------ -- 16 -�-- 1 ROOM•56 ROOM•56 ROOM 455 ROOM$2 ROOM•5f ROOM 026 ROOM•2'f ROOM 024 ROOM•� _ ' f I ® ® ® 1 ® � 2'9 �12't� 224 23T ' I i i I I I S 1 --- I E M FREEMAN ENGINEERING,PLLC I g LH.•9'-o'p L.H.=W- L.H=9�" C o o I o LN=9'-0 ! i 3555 Veterans Memorial Hwy ! ; I Suite (' - __ __________ -__-' •: >' Y Ronkonkoma NY 11779 I I I I I I I I _ - -- ---- - ------------- 20 W: 631-648-0577 I. � �--- __ --��$ NEER freemaneng@optonline.net I I I I I I , I � I I — ---- --- 38 i c G ' - I The Enclaves -----I ---- ----- - ----- - i - ------------- 24 I - r 26 -—-—- 56655 Route 25 1 FIRRPI✓F I I I 1 ( � } ' - ! Southold, New York I I I , I I O O ; I I I job number: t , I I -----�---- -—- -- - - --- -- - ------------- 30 16-003/7100 I —- - - -- _ --- 41 -----+ --- c _ - - -- -- -�- --- -- - ----------- I -- j I date: I f I 08.21 .23 25% SD ISSUED FOR REVIEW CMTOR�- 42 I I 09.06.23 80% SD ISSUED FOR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION °T° ' ! I _ 09.29.23 80% DD ISSUED FOR REVIEW L.H.=21'-2 10.12.23 50% CD ISSUED FOR PERMIT 15TORW 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT _ _ I _—_---- 36 02.07.24 ISSUED FOR BID I —fl 03.22.24 RE-ISSUED FOR BUILDING PERMIT I --- -- �- - �-----��--- - --- - -- --- - ----- -�--- --------- 37 04.29.24 ISSUED FOR ADDENDUM N0.2 1 � � � I ---------------------- ------------ ---------------------------------------------------------------------------------------- 05.22.24 ISSUED FOR ADDENDUM NO.3 �E OF NCPy Y y� �,c ra Ash r r- A�a S �P5��9�a Hotel - Second Floor Ke Plan Status: SCALE : 1/16M= 1'-0" Issue or Buildin Permit copyright: © 2023 AVGA THE COPYRIGIIT DRAWNGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATFS,ARCHITECT",P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY VITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHAI,1,RETAIN ALLCOMMONLAW,STATUTORY ANDOTHER RESERVED RIGH"I'S THAT THESE. DOCUMI?NI'S SHALL NOT BE USED BY THE O\XNFR, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: NC'ednesday,Nlay 29,2024-11:26am BY: kspear File: ):\7100\I)ra ing Files\"11II?P,N(;1,/1V1sS-f 10'I'IiL\7100 I'2.3.d«< title: Plumbing Second Floor Ke Plan r1l scale: As Noted drawn: PF P203 A 1 B C D E G H J ANDREW V. - - - _ � GIAMBERTONE ASSOCIATES _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOM #21 3 H.G. AGGESSIBLE RM. ® ARCHITECTS I i i I G.H. = q'-10" G.H. = q'-10" 62 Elm Street ROOM #40 ROOM #31 ROOM #37 ROOM #34 ROOM #33 ROOM #30 ROOM #2q ROOM #26 ROOM #25 ROOM #22 Huntington, Y 11 237 234 233 230 22q 226 225 222 ---- I N 743 �- - - - - - - - - [� - - - - �- - - - - - - - - - - - g ' X i I I 9 10 10 10 j; � 10 10 1 9 Telephone: 631.367.0050 (1D42 14 2 14 9 1 2 ---------- 2 14 9 1 2 _____----- 2 14 9 1 2 - --------- 2 14 9 1 10 ; ----------- ------------ 10 - 13 GL. BA 13 GL. GL. BAT 13 13 cL. L. 3 13 3 GL. 3" 13 13 cL. L. 3" 1133 --_-_� 3" G . ' Fax: 631.367.6636 Via_ V V 4R (D-- WC BA # 1 ; 2 \ �WC I W� / ° \ !irC WCI',I / i',rWC ;\\----- 14 a w BAT" I I GiambertoneArchitects.com # q TH #2 ATH # 5 H #2 =__ �- 221a � � 1 237a wR � 233a W 230a 22ga H 226a 225a 222a "�__- - 3 � s S i I 4 — 1 - -�2 - I - - - - - - - -- - - - — ----- - - - - ----- — - — - — Q— LA I'- 8'- R. I LAV LAV - - ' LAV - 1 - LAV H LAV - -I- - �V , R. I AV - �� ---; _ ; 13 4 4 4 4 13 4 / 13 4 4 13 4 I 13 4 4 13 I 13 4 1 4 13 I 13 4 4 13 I 13 4 2 4 MAIN HALL 12 G" - a 9 2oq , E M FREEMAN ENGINEERING,PLLC 9 1 3 14 9 3 13 3 15 9 13 3 14 ) 14 3 13 .H. = a'-O° G.H. = q'-o° tc H43 13 3 3 3 , 3555 Veterans Memorial Hwy 12 - 9 � _ (� 8 WC WC WC WC 1 1 WC WC 1 1 �� WC 4T WC WC I WC wC Ronkonkoma, NY 11779 I MXCr.'sR 1 = 1 1 LAV LAV - LAV 9 LA ATH #3 _ _ ATH #3 ATH #3 _ _ _ ___ _ - _ _ _ BATH #31 BATH#, - _ _ _ _ _ $A_ ATH#2 _ _ _ _ _ VETO'i W: 631-648-0577 ' 23 236a 235a 232a 4 231a 228a 4 227a 224a 4 223a - , /. I� s�NEEa% SHR w HR. I 5 V HR. 5H HR. SH r H s+>♦R. HW ( � l�✓ �� , - - freemaneng@optonline.net — 3 „ = I TTM °Q- BT TUB 13 3 — - - c . c . BT TUB 13 3 TkT - - - BT Tu6 13 3 Tw - c_ r c - BT TuB_ 13 - 3 - -B� _ c _ F�-.= €I- J STOR GE rR� - - -- - - -- -- ----- - - - -- --- -- - ---- --- ----- --- _ - - ----- _ ------- 10 — ------- - - - -- -- --- -------- -- _- ------- - --- -- -- -- ----- _ project: ----- -- - - ------- --------- ---- --- 0 Zoe LAVI , 1 O 10 10 10 10 1 O ---- �201 ELE TOR I - — - — - — - — - - — - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - I The Enclaves ROOM #58 ROOM #36 ROOM #35 ROOM #32 ROOM #31 ROOM #28 ROOM #27 ROOM #24 ROOM #25 'L �V 238 236 235 ' 232 231 -2-28 227 224 223 14 g N.,•s F 1 ON i � G.H. = q'-10" 56655 Route 25 r open to below Southold New York g 9 9 9 9 a -- - - G.H. = rl'—O" G.H. = q'—O" G.H. = q'— - - - .., . job number: i , :, 16-003/7100 10 12 10 10 10 10 Idate: 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW MATGHLINE "B_' _ _ MATGHLINE "B" Q I 09.22.23 DD FOR REVIEW & COORDINATION 09.29.23 80% DD ISSUED FOR REVIEW 10.12.23 50% CD ISSUED FOR PERMIT 11 .15.23 FOR REVIEW & COORDINATION 01 .10.24 ISSUED FOR PERMIT 02.07.24 ISSUED FOR BID ----------- - — — - ------------- ------------- ------------- -------------- 03.22.24 RE-ISSUED FOR BUILDING PERMIT 1 Hotel - Partial Second Floor Plan 04.29.24 ISSUED FOR ADDENDUM NO.2 05.22.24 ISSUED FOR ADDENDUM NO.3 P2. a. SCALE: 1/8"= 1'-0" '1 1 I I " li ii ii ii ii ii i � A�Eof�W r y�asp:c F,q. 1- I I ----------- ---------- ---------- ----------- ----------- ---------- ---------- ---------- o 4*0.oTn9� ----------- ----------- ---------- ---------- ----------- ----------- ---------- ---------- ----------- ---------- - I I status: J Issued for Bddin Permit r-------------� r -- i i i i i i i O KEY NOTES SHEET NOTES X ' 1 � copyright: © 2023 AVGA i i i i � i 1. SANITARY PIPING DOWN TO BELOW SECOND FLOOR SLAB. 1. SEE PLUMBING RISERS FOR PIPE SIZING. I THE COPYRIGIrr DRAVINGS,SPECIFICATIONS, AND O•THFR DOCUMENTS 1 PREPARED BY ANDREW V.GIAMBE-RTONP AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS 2. SANITARY PIPING BELOW SECOND FLOOR SLAB. 2. INSULATE ALL DOMESTIC WATER PIPING. ARE SERVICES FORTHEUSE,SOLFLY AITH RESPECTTO THIS PROJECT.UNLESS ---- OTHER}}TSF. PRO}TDED, AVGA STIALI.BF.DEEMED THE AUTHOR OF THESE Q Q 4 q - q - - ^ p _ Q q q Q DOCUMENTS AND SHALL RETAIN ALLCOMMONI.AW,STATUTORY ANDOTHER o--- -- - - - � j _ RESER}TD RTGII'I'S THAT 1TIESP. DOCUMENT'S SH.4I,I, NOT BP.USED BY THE 3. CW UP FROM FIRST FLOOR TO FIXTURES. 3. COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH �- - - - - _ ___.__ -_._._u . + _._. ._ OWNER, OR O'HIER.S, ON OTHER PROJECTS FOR ADDITIONS TO TIIIS MECHANICAL CONTRACTOR. o-- - - - - i - _. - - - - - PROJECT, OR FOR THE COMPLETION OF TIEIS PROJECT FOR OTHERS. o-- - FI - 4. CW, HW, & HWR UP FROM FIRST FLOOR TO FIXTURES. -P}-_ �.— �T Plotted: Wcdnesdal',i\lav 29,2024-1 1:2Gam By: ks ear 4. ALL STORM PIPING TO BE PITCHED AT PER FOOT UNLESS o-_. - +� - I_- - - File: 1)ra«u, 1;1c�111r.�:Nc;l.nvls-110TEL\7100P23.d« 5. GAS PIPING UP FROM FIRST FLOOR TO FIXTURES. ��100 OTHERWISE INDICATED. I I 6. VENT PIPING UP FROM FIXTURES. 7. VENT PIPING UP FROM FIRST FLOOR. — b + , ® � -----_.-0 title• Plumbing 8. GAS PIPING UP FROM FIRST FLOOR AND UP TO ROOF. - --- - { --- 9. 3" STORM PIPING DOWN IN PLUMBING CHASE TO FLOOR BELOW. - - o----- - I Second Floor Plan i 10. 3" STORM PIPING DOWN FROM ROOF DRAIN. - --0 -_- ----.- :- ---_ -0 o-�� -- I scale: As Noted 11. SANITARY DOWN FROM FIXTURES ON SECOND FLOOR. --- -- - .r ----� drawn: PF 12. GUTTER FOR SECOND FLOOR BALCONIES. SEE ARCHITECTURAL PLANS --- ---- FOR DETAILS. ---- =a - d- ---- 13. VENT UP FROM FIXTURES. 14. VENT UP TO ROOF. Key Plan _ P2 . 3a 15. VENT UP FROM LOWER LEVEL. SCALE: N.T.S. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — II F G H J 2 M N O ) Q1 S T U 1 2 V W x O KEY NOTES FLOOR SLAB. 2. SANITARY PIPING BELOW SECOND FLOOR SLAB. 3. CW UP FROM RO FIRST FLOOR TO FIXTURES. ROOM #21 I I I I 22I III _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ ��� 4. CW, HW, & HWR UP FROM FIRST FLOOR. 5. GAS PIPING UP FROM FIRST FLOOR TO FIXTURES. I 5 6. VENT PIPING UP FROM FIXTURES. I ------------- 7. VENT PIPING UP FROM FIRST FLOOR. 1 , 6 8. GAS PIPING UP FROM FIRST FLOOR. I I I I I I I I I 9. GAS PIPING UP FROM FIRST FLOOR. GL 10. GAS PIPING UP TO ROOF. ANDREW V. I I ! • I 1 1 12 10 'I" 1 1 1 11. 3" ROOF DRAIN. `.BATH 2d �I 21 DN —I GIAMBERTONE --- -- - I 5E STAIR \ 12. 3" STORM PIPING DOWN FROM ROOF DRAIN. 1 13. 3" STORM PIPING DOWN TO FLOOR BELOW. SSOCIATES 12 14. 4" STORM PIPING DOWN FROM ROOF DRAIN.' I I * ARCHITECTS 'H. II I 9 13 1 15. 4" STORM PIPING DOWN TO FLOOR BELOW. - - ' I 1 1 3 � I J - -J" '"' 12 ., 13 ' 16. CW, HW, & HWR DOWN TO FIXTURES. 62 Elm Street 2ND PLR, 3„ 04 R/PREP. - - - - - - - - - _ - _ - _ _ HO 3" 2 < 1 VELETQkl� D "I17. VENT PIPING UP TO ROOF. Huntington, NY 11743 --- 214 I 5 Telephone: 631.367.0050 ------�---- I I I 7 I I I I I I iL___-_-_- ___J ELEVATOR B _-_ Fax: 631.367.6636 GL_ 5-00r E3 203 - 205 o0 00 �_ G I I I SHEET NOTES - 207 ELE TOR lam ertone rchitects.com oo I _ _ _ _ _ _ _ _ I _ _ _ _ _ _ rt 1. SEE PLUMBING RISERS FOR PIPE SIZING. -I ! 1 -1, 1 2. INSULATE ALL DOMESTIC WATER PIPING. S T U V W 3. COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH 10 ! 9 8 MECHANICAL CONTRACTOR. ------J ----- - - - - - - - - - - - - - FREEMAN ENGINEER ING, LL i I I 1 I 17 . 4 M 9 I T - - - - _ 4 ALL STORM PIPING TO BE PITCHED AT PER FOOT UNLESS 4, 3555 V M ,<�, Veterans Memorial H ' c.H. OTHERWISE INDICATED. 4 Hwy 1 II 1 ;/. e Ronkonkoma, NY 11779 I I ; W: 631-648-0577 MEETING RM. I NE 205 I it freemaneng@optonline.net 1 I ! 5LOPED GEILIN6 1 (SEE SECTION) 14 I I u project: I I F ----- -1 -- - --- - - - - - - 20 ' 17 I • The Enclaves I I I I I zl I I � I I 56655 Route 25 � I I I I 1 - _ Southold New York II 21 � FFHB - - - - - - -_-- -- ---- -- - I; job number: o 16-003 7100 I I II 11 &/P II I I date: I I - - - - - - - - I - - - - - 24 08.21 .23 25% SD ISSUED FOR REVIEW 09.06.23 80% SD ISSUED FOR REVIEW 09.22.23 DD FOR REVIEW & COORDINATION II 09.29.23 80% DD ISSUED FOR REVIEW - - - - - - - - - - - - - - - - - - - 25 10.12.23 50% CD ISSUED FOR PERMIT I!I 11 1. 5.23 FOR REVIEW & COORDINATION ° F 01 .10.24 ISSUED FOR PERMIT 11 11 j 02.07.24 ISSUED FOR BID - - - - - - y;i 03.22.24 RE-ISSUED FOR BUILDING PERMIT FIREPLACE ARE-7 P _ _ , ROOF TERRACE _ I'+- _ - _ _ _ - _ _ _ 04.29.24 ISSUED FOR ADDENDUM NO.2 27 05.22.24 ISSUED FOR ADDENDUM NO.3 5 � I o I O I'I II I I I I I�I,I �I !, I o rr � wr I I ' r 41 1 1 4o. g1� - - 0 I I status: 3)- - _ _ _ _ Ll - - - - - - 34 I Issued for BuMing Permit ' 1 1 copyright: 02023 AVGA MEZZANINE 20 I THE COPYRIGHT DRANXlNGS,SPECIFICATIONS, AND OTHER DOCUMENTS D F-1 T 4 -- - PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. ELEVATOR (AVGA)FOR TIIIS PROJECT,ARE INSTRUMENTS OF AVGA. TIIFSE DOCUn[FNTS OVERHEAD P 4 4 4 4 ��_ 4 q 4 q q ARE SERVICES FORT HE USE.SOLELY WITH RESPECTTO TIIIS PROJECT.UNLESS I ( /) - -I i i - -_. OTHF.RWISF PRO�>iDED, AVGA SHALL BF DBEMED THE AUTHOR OF'THESE -� ---- - - DOCUMENTS AND Sl[ALL RETAIN ALL COMMONLAW,STATUTORY AND OTT IER OPE TO LO BY ELE�7ATOR _+ts_ -mac-_ ____ -- -_.r_- _r_ _z _- F RESERVED RIGHTS THAT THI7SF. DOCUMENTS SHALI. NOT BE USED BY TILE 13 AREA I G o-- _ s N OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE CO7,[PLE'ITON OF THIS PROJECT FOR OTHERS. - - - - 3 5 - - -- - - - - __- Plotted: Wednesdav,May 29,2024-11:2Gam By: kspear G.H. = 8'-I 5/gll o - a- ' -'-_ - -_- .- --�. ._-- tw. _-0 i Filc: ):\7100\DraNNing Filcs\'I'I IE ENCLAVES-I IOTI�,I,\7100 P2.3.dwg E1+ - d b b d - ---- DF-1 -5 5TORAAF—C-5 ,f 12 12 DN 202 ° -� ---0 title: ---0 el Plumbing G.H. = &'-1 5/5" --- - - Second Floor Plan scale: As Noted I - - - - - - - - - - - - - - drawn: PF - - - - -h A- -- b- --- bd 1 HOW l - Partial econd oor Plan 1- 17� Key Plan P2.31J SCALE: 1/8"= 1'-o" SCALE:N.T.S. • I 1 -----------------------------------------------------------------------------------------------------------------------------------------------------------------` I -----------------;----------------------------------------------------------------------------------------------------------- ANDREW V. I GIAMBERTONE I I I I Q Q Q Q Q I Q I QST I _— ------- --- _—_—_—_—_—_ _— ___---_—_ _ _ ___ _—_ ___ __ _ 20 _2, 2 -_ _ _—_ ' _______ __—_ I & ASSOCIATES - - � - - -� ( l ; 293 63 I I 742 I - ST ST j ST I ST ST j ST T I ( ( I j I SOFT I QFT j SOFT -- --- —ST - ----- ST - - - T - ------ --- 3 -1 -2 -3 -4 -5 -6 �7 I , ( , 5 8 ,1 1\2 1 , 5 1 , 5 1 , 5 1 , 1 93 I I I _ 1 SQL 1 s°96 S� 6 >; ® ARCHITECTS S I sQ�r sQ sQ ( sQ 1 sQ IQ_ -- - - - - - --- - --i - --- - -c - - --j -- IO7 -—- -- - - - - - ---—- ---—- - - —--- -—--- —- - -—- -—--- - — ---- —-—-- -—- -— - - I 216 l ` RD D ( .. D ( RD D I D RDi 438 i D I j RD D D D i i 62 Elm Street SQL I R — --- _ - -- -- -- -- Huntington, NY 11743 10 --- - - - - -- --'- -- -- --- --- -- ------- - -- -------- -- ------- - - - - - I - -- — I---- --- g - ---- - ------f - - - --------={-- - - --------- E- -- - - - - -- - — —1 -----, - R j Telephone: 631.367.0050 I I ST ST ST ST ST ' I R )13 Fax: 631.367.6636 ST--- - _ - I- - - - - --- 1 - - - -- _1r - - --I--- - - - ------ ; — -- ---- ; ----T � I � I _ I - ---------- - -------- ---- - --- - -- , _;2 I SU I SQ SQFT I SQF'f SQ I ST ST T 5 8 �93 , zs 30 -3 SO I I I So I I I I GlambertoneArclutects.com �s ---- --- -- ---- {} 1----- --�----- -�------- - -- �}--'- -- - - - -- p - -- - ----- Rfl---- - -I— - � 09 1 32 2341 1 105 ' l I OFT I l SQL ---sQFTT l SOFT t -- --- --- --- - --- ---- ---- ---- ------ - - - --- ----- --- --- --- --I - - - - - -- - ---------- 16 -- RD RDA 'ST I ST I ST ST ST 1 I 1 1 t 2 j 15 1s n ifi 1s ; 189 - ----- --- - --------- 290 248 l 248 290 I 290 I 1 I SOFT ( I 18 --- ---- - --- - --- - _---_SOFT SOFT -- - - —S FT - - - -- ---- - ----- --- ---- i I I i E N1 FREEMAN ENGINEERING,PLLC ST j I ( I ; ��� 94, R RD R R R I ® 578 l ' .. 3555 Veterans Memorial Hwy 19 --- --- - I SOFT Suite Q _-----_— Ronkonkoma, NY 11779 �---------------------------L------------I-- -- 2-------,1 I I I I I l i j I i l j 20 i ,. 3 . W: 631-648-0577 I I I I C�NE ERX freemaneng@optonline.net I ST ST 33 ----- - - -- - ' ---- s 5 I 325 t - ----------------------------------------------------------------------------------------------------`----------i----- 3 - - --- ---- - - - - ' I � 2l �� - ; project: ST j ST ' The Enclaves I ; I 35 36 , I ; -----I----- —-—-—- -- 5 - --- -- - ----------- I I I I , -------t----- -—-—- - - - - --- - - - - -- - - - 2S ; D l�lll!' ��� DST I - = 38 j 56655 Route 25 26 - -—-—�--- --- - u- I 36 -- _ Southold, New York pIlP1 D -----t----- - - - -- — _39 - - - S� - ----- ------- 29 ; 35 ��5� j ; job number: ----- -- ----- -- -�> _ - I ------------- 30 16-003 7100 I , / — - D D j 31 date: I i I i I I I , I 33 - ___ ___ ---- -- - --- - --- — -- -—-—-—-—- 34 ; I ST ST I 08.21 .23 25% SD ISSUED FOR REVIEW I t -41 4 jj 104 j104o j 09.06.23 80% SD ISSUED FOR REVIEW S s `r 09.22.23 DD FOR REVIEW & COORDINATION Ij D 09.29.23 80% DD ISSUED FOR REVIEW --- - - I ------ --- -- - -- --- '-j--- --------- 35 10.12.23 50% CD ISSUED FOR PERMIT S4 x I i 11 .15.23 FOR REVIEW & COORDINATION jl PS a j j j 01 .10.24 ISSUED FOR PERMIT I , I Q 02.07.24 ISSUED FOR BID I -----�--- - - - - - - - — -- - - - -- - - --- - - - 36 03.22.24 RE-ISSUED FOR BUILDING PERMIT — --- 44 -----I 111�-- X 04.29.24 ISSUED FOR ADDENDUM N0.2 - -------------------------------------------------------------------------------------- ADDENDUM N0.3 I I `---------------------- ------------ I ; I P2. -- - -------------- - I ' I 1 1 I I / `------------------------------ P,��Of. NC-W r -- - - - ---- - ,ram L �© '�'fl.07S°� a. ssw�P���r�/a� _Hotel - Roof Ke Plan Status: SCALE: 1/16"= 1'-0" Issue or Bu' 'n Permit copyright: © 2023 AVGA THE COPYRIGHT DRAMNGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIANIBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR TITISPROJECT,Altl?INSTRUMENTS OF AVGA. TI11iSE DOCUNIENTS ARE SERVICES FOR T I lE USE SOLELY VITH RESPECT TO TIBS PROJECT.UNLESS OTHEMNISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN AI.LCONIMONLAW,STATUTORY ANDOTHER RESERVED RIGHTS THAT TH17SE 1X)CUMENTS STINLL NOT BE USED BY THE ONVNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE CONIPLETION OF THIS PROJECT FOR OTHERS. Nutted: \X'ednesdav,Ntay 29,2024-11:26am Br. 6sPear File: J:\7100\Dra\�in:,I tics\T1 II?I?NCI,AVI?5-1 IO1'GI,\7100 P2.4.d c1 title: Plumbing Roof Ke Plan scale: As Noted drawn: PF P204 - . - 11__7,__ - � - - - I - 1 ,,, - - I I I I I , BF- �;D? 3,-� - A 5,s ess oR s I ...... ­­11- 1- ­___1­1-_1-­ -_ -�"----�r-----"'��,�--'--""��,�,-�-�---.T-,-�"-7- _1 _1­11_�, 11­­___­1__­­-­­1 ­ - 71-1-11 I _ - I - i I �, I I _1� 11 -_ � . I � � 1 � 4. t� I �,iib � , I . . -­ - '_ - ­­111_1­�­_­­ It � I --­7 --- , . , 01! li 111 F 1111111111 R F.,111111111111.1111111111: I 7­7 ­r 7 1 ,o_ ,P� 11 � . I 1 �­7-' ­ " 4. 77t,'!,-,- -­� _'O.M , I . �. "N . . t" . . 1, ��i � , , d I I I - . � - I . I ,f ,� I k I I li�*F"A' �1,­,_, - I , ­k, a I : . , � � - 1 ;k I 11 - I I . � , � �, � � I I i I � 4 , � . I � I , `1*_;Q­I � �, . 11 I 1, ,I � I J I �, I I _/!�� � � 9 . � I I . ; I � 1� - 011114 1, , I ... , ­ . � � . I 11 11 ,.: 4912�_ , , ��' .�,��_ - , -­�.____"__�_�, _�.,a,,­­L­ I- � " ­­­­__� I...........;�_­_,­ .­­w-,��" _ I I I I . , General � I Utilities I I I � � i I ' ', I 11 1. CONTRACTOR SHALLL NOTIFY"DIG-SAFE'(1-888-3447833)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE ALLOWABLE SANITARY DENSITY FLOW . I � 1,- , �"\. I,,", � , , , . ;, __'o ,-­1, , � , I ./ ,�, ,?,f 1J , JL�!_-_��'! REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED 'PI ,. - . , I , CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE 6.75 ACRES X 600 GPD/ACRE=4,050 GPD Ill * Y,tt',��4­),k,�,,,,� zi..�� �_�_ I, I— ,�_ I ri ,�,P, ,,f - ­fti;1 . -.. '4�:7 q ,,�� I% �� 1.4-1, 1 _,�� it�� I", __!!____=�� � ,�j 2. I;! *I k //� ,�,�I,, 0 0 _�_ .i - , t "- r , � . -1 § , �Pf t� / - 13 1z, _�- , 11-1 *�,,,, . ID rl " SHALL BE IN ACCORDANCE WITH OSHA STANDARDSAND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES,NOR DOES IT .I � . If*"".I V .6 , .. I - .f,1,�- ­:.�?' I �,,��,�, �;1_5 . f), I , 0 _ r' - , �1��* 01 11 V, I GUARANTEE AGAINST T4 POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN PROPOSED SANITARY DENSITY FLOW I * It, __. , ..Ojo,!,-�- ­v#4 #4­­ . 4 , * f"11.* �, pli!ly '. 1 ..6 *. ��,,�� jK., "'�", 1 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS ,-- , ,;-,/: I,.Ii Ila,1,_ ,,I,`�Z,, ,SIDEWALKS,AND WALKWAYS SHALL BE CONSTRUCTED IN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL . � -:-.,---I, ---_,, �"I - - �,,,'��%_ . __�_ .. .1 * . , .9'SIV 0 .,_.-� �,�,It I t, �,�;A:t`1 r;, ,-6 *N',-,, / 1� 'e"'., . �N,�/ � . , -,,� ',���, I I CONFORMANCE WITH THE FEDERAL AMERICANS WI-H DISABILITIES ACT AND WITH STATE AND LOCAL LAWS VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND ELEVATIONS OF THE POINTS OF CONNECTIONS I_�, ..*If . , ____ _��-.- -I* �� '1� 1) '14�,�,�­,. & I -H ARE MOST STRINGENT). , . -_ -.1 /,= I I'll-- I'V . ��V 41,�- . , "" w- AT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES 74 SEATS RESTAURANT X I 0 GPD/SEAT =740 GPD %,�,�. _�_11-I ��­_ � r %N\4,.. '""'��,I 1r4�' I, . .,, ,,, .I, �_ 7 �,lx�' ��­­ I . , � TO EXISITING UTILITIES AND SHALL CONFIRM TH -- .1 " -_ ,, i AND REGULATIONS(WHIC . .. 11 ,. 4,, N't� ,�,., ( ­,o* I _*,,-=��-__# * 11 � W 4 . ,,,, 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD `,�, ,jz-- ." "�. /, �, I C Ir \,:- 0..�­, -- " �, i // Strategic Environmental and Engineering Solutions AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN 1� I 11c, � ,,-�- III;' , ./, 4" _,/� 7 _­ � THE PUBLIC RIGHTS OF WAY. �� I * . �,;., "�-_", /" , . I , . , , , , .1 11"'i ,� f ck�f,l '­� �, 11 I,*'� L ­�� __41 ,� 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, rY.I" -', /­­ 1, �`,6 0, 4 ;�,\� I ,, I , � 8� , .1 \� ­.".4'.. �-..% . - V !: J _�� I" ;­ ,11,\*.-.�-,7, A q,) , -- , I 11 11"� � � I I AM /- N , .I 1�14`�, _', . - I IJ I "'/ �� ill I ­1 7 ,i:,, , 1 00 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD # . N ,,IN. , .,�,, 11� - \ - I* ��, # 0 - ,� :!� , \ '.)SHALL RECIEVE 6 INCHE3 LOAM AND SEED. TOTAL SANITARY FLOW 1141:?�k 1�1 . ,,, , -.,"�,�_,, r, �z ,1,Z__� ,"I,- I , ,/ - / 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS ,/ _�,, .* �i .f­­\�- \.�,- ,�. ..�, -4 " - I =7,840 GPD , , - , I - PAVEMENTS,WALKS,ETC .,�K , 7 ,�, , I- �,,',,. �""�- i k . �\ /�"- �z,,','I�__/,­�' \\,. ��,!, I _,=�)').-)i �; -.K-- � - ,/� A,'- - a� a . 9A , i� � , � 4,11 I ,;/ � - ,�� DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE L , 1, - ­ I I ..0 , I I OCATION, �11 4�1,1111 11 . O'�,'­­ - � , -�,:, 1i /'I- I - \,,.�!,_ I. /3 V * /, ;- ?. �\ _4�_ , 45 �b '. ,." V , #1�1 - - kj� !,f/__ 145 ;,�;_ I I_�i'i_�, I'll i , I , I � I I I - ,;�,�.. .,� --� - I I Y, I I I � i 5. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE . D� 4 �1, �\ �, � �) (I -�I, '�**�,_, O.. ,,, - � " 1�1 ,� ,\ ,�J - " 'e�., .. .�11�, SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) ��', ./ -� �,. �,. , \' *-,�,� 1`1 2 i l'i .? � I � CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE , 1"��"3,� ,P­/`, -,,,, - I\ -,� 1, � 0 . , � I � 11 WITHIN THE COUNTY RIGHTS-OF-WAY SHALL CONFORM TO COUNTY STANDARDS.WORK WITHIN STATE *� I I , `k'�, V , -I I;, \\\ I , - I I I � �",/111 , 1, ____e 11 � I ,�­ I I I I... �� 11 I 11 I " �_-- ­,,,� �Ii . _�_-0 -- " / 0,4 ,,�_, ­i; , , ,__- I I -ql ,k�/'/'/ , /,______ -1 � I. ,� RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS RESOLUTION OF THE CONFLICT AND CONTRACTORS FAILURE TO NOTIFY PRIOR TO PERFORMING HAS BEEN PROVIDED. I/ ��, , ,� i� - ,,,,�-.�.. ,., � . I I� .�` \ �.� I -��,;,�,,, 1, 1,- (�! , ;�" _17� 0, 1 9' 1'� _-, /I . * C11 (" ,� " , I I - I -, - I`— U ,\ 4!k- I", .- P" . ,�' "-- 0 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE <­ *,,,,, " 41 � I/ � �/ . . .,P .11,11 (51- _­� - . 4 ,, 630 Johnson Avenue. . Suite 7 MAY BE WARRANTED TO RESOLVE THE CONFLICT. 0`//_'. I �,_-,, - i ,4,I) __,t==!��-,,',' � :1; _- N , #cps)�Y/ -__��v -GREASE TRAP SIZING "_=Z��­ 0", _IFI, / I��­ 4,'4, � ,I /��,�_ I , -2618 11��, ji­�td , , 0 I#4 0, 11�1'- 'I', 1�� , ­ 1�__ Bohemia - NY - 11 716 PROPOSED RESTAURANT . 1--�­4��-3 ,;�=fllp , '�k, III I �..� V. I/ , -4." - - . - I/,- "I .\, . ,,, ��_� " . .�.., / , * 6. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND &�­,,.,,,�; , I Ir,; �,,, _ ) ./ 1. ? - ­ 1, , "� ,� (' ��;,�, .\t. ,-,-_ Phone: (631) 589-6353 - Fax: (631) 589-8705 � 0 , � _­,�, ,,11 I I /� -1 � 1�\, 0 ,.y,_,,, ,'_� APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH 17 I . _�,/ . . , 74 I. _"!;�,, I ;�_ * , r, -��i� '1111-' " ELEVATIONS ON THE GRADING AND UTILITY PLANS. I .�( i� �� 1;1� " 11\1 "._,��/� ­ 0 - - PROPOSED 74 SEATS RESTAURANT / INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT DOCUMENTS. 00 NOT �, /_� // ,� 0 - - �,e� .I'l ,"";--..-,-,/ _�'.'.`.'I.- E-mail: INFO@PWGROSSER.COM � I C / 11 , ,,zf/,, . I �/ �­� . ,� � � �, CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. g$-,��X, .";�.. ,C \1 '1� ", ,,,�, ,,, * I ,-,,--,, , 11. ,, '�', ) .6 !......­,�'. - . , , 11 � 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC AND KITCHEN FLOW=20 GPD/SEAT X 74 SEATS=1,480 GPD ,��w ,��I"- - I . ��;;,.,�,` . ____ - , _-1:_:__� # V, - - i� I '� - _ t, ,�:, ,,,, , ,"'!<" / . I ,�,- . V -" _ ", �� . %I, - k; T, I . I � ,�,�__ ) ;t �!� 3 4�11�1 ., I--� -h 1� " ,:�,, ";I " " I/ , I ,I ,�,, - � Y� , TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS ARE APPROXIMATE AND SHALL BE 4 ,;, ,, I, . ��. '�� _�'r,- , I% , , �, 1� ,* _,�� , I ___ . 1�1­_��., 1, I TANTS Z�� "I lt�o I 0 ��7 7. 1 _�V If ��_.'�% _._.1_­-­ e 11 - �11...... I M CONSUL CONTROL DEVICES. SETIRESET AS FOLLOWS: . ,\ -Ji �1 � 1�1 1`1 1%1. ��) ", PROPOSED 100 SEATS EVENT SPACE ,� . I 1/.Q1, 1! ,_-�.,j�__-- a 0 �,/�( " ,q�"I "- I \:-,M- I 1�­ ­ �'1k \\ 4^,��1� ,,�c,�, : I �S, - � � ,�-,//� - " I ,�, A -I��_,, �, ____-­k.�_,��/ �4 , � )� , , �,P, 1�1. 1, , ­ _,�', \\ ,\I// ,�____/ to . 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL A. PAVEMENT AND CONCRETE SURFACES: FLUSH i It , � "'o . - ",I ­� ,�??��, � I_--I--­AJ,C- � .9I 3, . . ,, �_!,- . !, , , . ,��--.," C, _14�1 -- I . \ " , 11� _­­- ­,�i I, ,0 4 1��, - I 11�' � .0 V.. lf'f, �,- -,. -,to- \._- � " .I 1�� *//z � -, -;i ,­ , "', BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. �,�,,# 0 4� ,� k . I )�,,,.,, lkl-t . '?.1 ,,, / ,� - %"��; - - . , �1­ --�,�, ,,, ': , B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH ,,," " , ,­� -- I 1�--.-" �� ,-,- �� , �, I 1, , � I " I -, �� � I ;�, \ KITCHEN FLOW=2.5 GPD/SEAT X 1 00 SEATS=250 GPD , 111"'�Z\l , 1�1� 1�1 ,���//-& * I'll I /- I"%�& , '� 0 ;�� I "� T /;, , , . `�' , I,,�'p,�,�I,/�< , `� I ,�`,�, 1 9. IN THE EVENT THAT THE SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE TOTAL KITCHEN FLOW: 1,480 GPD+250 GPD=1,730 GPD ,�11�1 I" V�4 <�\# /I,. 0.�i I 0. t�l \1 �,�� , ." �//# I ,� /11 "o - #,7/1-1 c, -, .1 �--,-I- 0,�:, C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE SURROUNDING 11 . ��=,_- �:/`�, ----.!t�,-,V '' * `-'�-�,_J, 0 ,� .-­v _ .I � " ., I'k. .�,,, , ,� 6 , ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY,OR -, ,�Is k" le ,I . /,-/k,��1, 'i� 'i ��,,,t. -" , / o*" " ,/ -", . OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AREA AND TAPER EARTH TO RIM ELEVATION. .1 ,�%. �1� !,, , � \ - ,\ .".�,�, i'. 11.....1­1 , ,�,� - ir, / ,��, 1. �, I 0�,A #//­�,,, ,, -1)DESIGN � ,-" / I cl­ " -1�1 . _ ,, ,� �­," .. .* . -1 / GREASE TRAP(GS ,�- , ,/ .I - ,,,�11�, I - AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE X I )t,,�- - I 1, " . - ,1z, -�,�_ 11"',i . .,�,,�-. \', `.�,-,$ 0,." �-,- � �,<- �� ,Z� I'll, I'\ 4­ . ,I . I APPROPRIATE TESTING AND SUBSEQUENT ACTION',AN BE TAKEN. 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY /, 'N�,- 10�11�1"N I ii�. 01)?' 111 I " / ­ �&`,i, ,�,�, * �,�.)� I 1'\ `�, I . SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE REQUIRED: 1,480 GPD X I DAY=1,480 GPD 1W, oIt�r, `Ii Z�fl*. .... "', '..,-,,I % �;�, ,!��,.. , * 1* " "I V:t�l 11�__ . to " ,ON\ Wt ­­-- �, , , 01 , _1�� *!-*,--r,- . . ", , ,J;=� � 10. CONTRACTOR SHALL PREVENT DUST.SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.). FINAL DESIGN LOADS AND I , II,I'---- i!k 7� I *1. �, I, 0 \� ,4­ 0 .,.,, Z�,f a I / , RESPONSIBLE FOR CLEANUP,REPAIRS,AND CORRECTIVE ACTION IF SUCH OCCURS. LOCATIONS TO BE COORDINATED WITH THE OWNER AND ARCHITECT. /" 1\ ,,,I,6� %I , . .�� 11; k� " v "I PROVIDED: (1)8'DIA.x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) e <^ 'k_llx� . � �11 I 1�', . 3 I �' lf� ­ , % �,40 1 ,:zh,-Z,�-11�i 0. , �11 I " "',a I. � zz, / - , ,_1 11. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE / . 11V ,( . I ;" Y." ,�\ � I , I- �!�;�,\ kk * ADDITIONAL COST TO OWNER. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM, GREASE TRAP(GS-2)DESIGN �, �_/- �-r, 11��, \� �, �,��, -:14 -L,�ftAlc" -­-." --*,, A . -*- , . �> 40"'. ., / , k\ . b " . , , f II! I / N ,,�-,, ,�\� "'II/ ,�� ,0, 11� _�,/,/_,�� /--" �-,",\ �, " -- I I�, I'I01// - "�, I , \ 1,� A - I AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES (��/ ,,I,,\ ,� ,�_ I—"' - , , \ ", 0 4111/ I r_I - ,,� ,` \\z , , ­' 11 -_ .11,- ­ ��"!I0. I z 'IV -1\1 It"­I I I 1�\ .1 , 1� I / 11 I " .; ., .'s,4� . %0 1, , -,� ,� r-,�4,,- *'P,'" I . COMPANY. ,., P;/* 41.S 11 �d ]'_` ';", -V�,\,�`,,,- 'I I I �,,.," 12. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE REQUIRED: 250 GPD X I DAY=250 GPD ,., ,; ?,.� 0111i:00 �,��.�'. I "­��-- - .. I ,.\. . / 61 /�,�11 �', � ­1 , . .: * -SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT NO I /I ,, \1, I I ,# . ��,, ,,,< � , 0/�"_"�_"f, \,�/ � - IMPACTS TO OFF "�,\_ _�,,. / 11-�� ,. , , ,, , 11�1 1%i�Z�1:1-e I q, , 1�1 11 11 " � � COST TO OWNER. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: �-, '5� ,��,,tl* .1 I "I, Pil " I, I ��,1� * , , / , - �I I�` �.�, -!r,:,�, / " N�, ,��-,,,, :..- //,��, ',,�q� ­\�," �! I C�,,, �­_ .1, �,.,� __ � " V, _11911 \\ ti�,!,,,,�­ ,,, y \_ (1)8'DIA.x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) 0 q, � \ ,;�­ I,, PROVIDED: ,//�. \ 0��1­1�1,. N� ',,/ V ,1I. #,/ ..�­, I, 1, 1� 1� '-,­ " " �.-,,, /:11 .. A. WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI) 1� �/` 1, . �,,,;�� ��,, ,; \ Vt `z)I � " '/ � 13. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 1� ,--,��,��,,,- .) \11 PIP , N �­ \\ I "I �, � ,���. '\,�v V , LBS. I� Y -,;;� \\ "I of " ,,r_�",-' \,\ . ,/. �\, /. STP DESIGN FLOW \ � %� (,-',< BIA Z,�,;V'\-�--' ' I,1 (<'�" \ ,�,% ,< / , -�,'�"', )\,, 11 �, ,�it, \ - ,,�Z­,,, 11 _� ',I ' 3 14 B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC) �-,, ;f" 0 1\ � ,�-, - I �� �� ",,, \- ,\'.4/ ��,�,,I 11 � '�, '�,, ,;`� I , " I , ,� \, "�� \\\ � .1�,_/ � I, 11"�� , - , , / ", 3 ,�, � .""', , .. � _�Iv �� "I 11 , I 1\ ,;"\ / 14. ALL CURBS WILL BE MOUNTABLE. N, ,,,,�� ,,;, 7,;'­:;,,, :,�� , - ': , 1�1% � I ^ , " �� �/,�� . ,,'/, �, ,,, --,-'�,, .,\,,�,,, ,\ "�,�"-"'Z�:�:_�_-_ 1�,�,�,,,, , , , - , � ) , " , PROPOSED RESTAURANT DESIGN FLOW xl� >,��-,ft "', '�,I t \1� - " �I , !�_,\ k�� ­�� C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) 110 �,�� ,,,- ,� 1\,/� �,, , � 15. IRRIGATION PERIOD WILL BE 16 WEEKS AS PER THE TOWN PLANNING BOARD � 11 -11, 11 ,�­" q" ---, ,� ,� ,P ,e�, I ­111" 'I J� !;J I 11 % , ,-� I ­%�\� �__ -- ,,. --, IS � I/ 'IV "'�, I 1�11 "I . I 1;� t 111��, p, t,�,, f � . " -;,� �`\ " 1� _�- - 'f", �, I \ I"--l",---,-- 10�1 ", I ,�* �� , -��,­,,,111, �,-_if-�1r.", - 11 I INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, /,;�/, ­� � " V., i CONDITIONS. 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, 74 SEATS X 30 GPD/SEAT=2,220 GPD ,� ;�� I I I/ ',4' //" \ " , - '\ 'y "I �, . I Z; .1 �- � I Kl� --�,;�, ---_-z'), Q "%\ ") I _ ", 'I-, , Z�_\ J, I 0 " / " � 1, I.`" --, '�-­___� ,�­ 1���,, lv�- ,___,_,� 4�,_ CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON � � , / __ �, . " I _­`� L�y :0 ""( V," e�,/_ ,>'\., ,�, " \\ 16. WILDLIFE SWEEPS FOR EASTERN BOX TURTLES AND/OR NORTHERN LONG EARED BAT CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH 7­��_ 1 , rr 0� DURING CONSTRUCTION PHASING. PROPOSED 44 UNIT HOTEL )"X "_� ( ' V,,�-, �� ,1_1__1" I_Z�11 " 1'�Iarma" ­ ­�­7 t , "" , , 11zVP,?m -, � � ­ - ­­;� -.1 !!miiiiilim it 111,11111111F THE DRAWINGS. d tlll�I'll N, i�`o (I 11.1',.�I I � . ziz I I � � � I - . I k�,, ��t,��_, , .. 1 3 L a � I �,-P', 1i� , ,/ -�t, � �- L W­"' "" ' , A a sJ1h­,h ',;ch I.,/ .zf -,- �I , . ; C ", 11, I 1`�, \ '" . �,_,V' p t 3 ie� -1. , ­­­ , - -11,�­Ll­-- il�17 11 ,,,I � , I I 11 V 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY S \\ '114"�',, 0�. 1. - � : � 1111111111, I I �Z�l .� (�,�_ I I : I -_ i A ): d; I-I � I I - , r,,A - � I plol; , �"I , 150 GPD1UN IT X 44 UNITS=6,600 GPD �'k I,- Southol I— � 0(i 4�t,��__ , 11 M, I , I I ........ ­�� ��I'll I _�., .11 ...-.��_.­­­­4­­..I-- 0 \ �/; I , e I I I I REQUIREMENTS. PROPOSED EVENT SPACE DESIGN FLOW 11. ­�_-- I , �_II,1 , . utt"(q4, Grading and Drainage Notes I '\,- \1 "11_1_�___11 efit /�,"­1" "' 1% I I '. 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4-MIN.)SHALL BE DETERMINED BY THE . '�� \\ .11,11, 1.�, U, ,I �/� . � I I I 1 00 SEATS X 7.5 GPD/SEAT=750 GPD - ,-��-;��' 0 . , �\ *\� ,:- �� // , MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL **� L-1 - ,�kl �� ,.&,-�-,­, , Ral;f , � kl�l �;,`10,1��,` - I Z11 STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE _,,�,,, ------ ___�� 1�, ", \�� � 117 *,*`�,�­­ A�� "�f1_1;-( Ik I ",­ ,� __r_1\___,�� I ., � ,�,,',�, k, t� i�, � 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND 5 FEET. REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD ��f_____3_�___I_f;�-� ,�rin N", � )� _­F­ � tl ,--) O U 1V SPECIFICATIONS OF THE:TOWN OF SOUTHOLD,SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK COUNTY 4 ­­_­ � - q Mir , '] "-��,�� ,Z�I �, / (,- 7 11 ?�.- gr.�! ��'i I, 'I, i", �� , I �.� ,- 6 '.I � � ` . \�f�:� .1 , DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION,AS � vVillow i4i1,'­,f/ �jl , I�� ,I It, I �/- , K _., �h , - - A - , ,, , , "",'' ,", , ", ", '' � , I­­­ '. I . ­1 I I'll I ,'I 11_.�_-_ - , I,_ i 0;,_ ,�. APPLICABALE. .� ,"I ... - � . , � , ­���n�-- - ,,�,,,'c �� i�­­�, �� 11__�,�, I. I .;p crm/., / , P,��` P ----,,,, � ,,, / _.­ - , , LEACHING POOL DESIGN 1� /,�'.. . 1� I I ,� - � 1�\ �11 \1� . I h� ""--- X,- 'i," " ..�, I. . .. Utifity nformation I il _ v � \i� I . I . .]I -,n 11, I . 1 I I � ,� �J" , I ��, � 1 , ** * .1 2. UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE : I .18m.� il�_- . .. _ , - _!­�; - ­, � �-­�, b , I . _ 17, ­_1 .- - I �, , I //'*,,, "i " r,_._17_.___ .. .. ., . ­ V ,,, \1� , ___ ". .. "I " _� -­�­_­ , .... RECORDS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING REQUIRED: 9,570 GPD/5 GPD/SF=1,914 SF I 111. 20 -j;,_ t, ---11 � -- �11� " k�_.__ � _'. , I \ , . - 11, ! \ �!� .. __ - SERVICE OPERATING AUTHORITY 1�_11_1 - 1� ,I it % I, , K / %_ i Z� ;n 3',­ . . . I _ I.," ,%; I 1.11-11,...W-,- -�L,t_ ,_`� I WORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS(OR t ,�/_.-� z . �'\ ,z-_­­=;n­�­ _ - (��Z_f�_�, ­ _11 I I . \1 If I. .., [ ,ft- 1_�', - 9 /1�.,1'�', I " ;T -, I 1'� I `11 � , � �� .1 I �f_ �� 'If""I", �". '. /�,,,��,-�,--,,-�l - -11- jr­-i- --'-- I % . , , - i I I � -_ .". ''.O, .�. � [­ ­�=1 ,,, I � _J ,Z�3' 1, - I. k- . , _' I I "", It PORTIONS THEREOF)TO REMAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONED PROVIDED: NEW LEACHING POOLS "P, e; ) . -,;J�, . ?,--,,,- . - I - ,,, `Vill. �' .- ----. , ­�1.9 1 11 -�;;�� ;��� 1 %, J,I / . 7- . :v'��_ ��!_�-,- . . . /, -. �� 11 xv .I,,­�11111;i­I "I � I ..pj i...1I:,__ -.e- i, -- I I - , 11 . 4 U ).�* --- UTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALL Z ii -, __ ,�"! .�� /. ;� ; , ..\ �;, .,� ELECTRIC PSE&G I O'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) " 'I,( & '_ - . �/. I :li,., 1�1_ j, If. , . . 1� ,� .1 -��­,_-,�, ,, - I I , ___ z , - __1 - - - I- I. - -,: I a ._�,-.. //. /,," k� . A , COORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY. w*//�. I 4, V� ­1 _ 11 , - C,11 ;� ", I.. � I 1; ­ C,,I­-!-� '4"'. . .I ., . - .,i.lf- �i:ii.'--,-,:,, �,,-- 1 1,914 SF/31.4 SF/LF =60.95 LF ",�� . - _­,�.4fl- A,-- ^4 , I �7 -­' � J �_,__ , I t i '�I I I # , 0 * * # ", - -, 7-/.. - I U -V ,,,x if, //, " " - :,,I !!.,.""-.-�,E-j " - � �'. . ,, . 411) �/ I 11 . y . .:!. � :1 . _ . I 1, ,w ,. .� I , 5,-,�J -DIA.BY 13'EFF.DEPTH LEACHING POOLS I. 4�" - .,�\", , , e:::_:P,, 11, I �). I I "/ .�<� WATER SUFFOLK COUNTY WATER AUTHORITY , � " , 9, . I I , f"!,? ;; , 3. REMOVAL OF EXISTINGS FIVE(5)OF 10 , *�,­ I ,�. I . * " _r,p-, ,_ , , . )TRUCTURES,INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, TELEPHONE VERIZON . "I " � * �. - - . 'k� * , . 65 VLF PROVIDED; ! ' I4 , .I - I 11 ,�Iit,� .& E"�; "', 1'��, / IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHOLD AND APPLICABLE * "� ., . , . I - -;f /, , I., �� - ,�, , � ,, , , - I I , I� L.Iiiil�.-,-- . � ; I�, i I - t. . ....�-­ , � I� REVID.&ISSUED FOR BUILDING PERMIT 05/24/2024 COUNTY,STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES , Z� I, - . ,��,,�', zl�2f ___1 fl '47� I,--! P: it I i .",­` ." I � . .1 /olof �g,9- "', "��/_,,.,if, I, 1I - I , � I ,P�,­r­�­ 16 15 REVID.&ISSUED FOR BUILDING PERMIT 03/22/2024 FOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS. GAS NATIONAL GRID 14 ISSUED FOR BID 02/07/2024 - 1 4. ALL STRUCTURES TO BE:REMOVED(FOUNDATIONS,CONCTRETE SLABS,DRAINAGE STRUCTURES,ETC.) . ­,­_111 I I—IN­­­­1� I I I I I I 11 . - 4 11 SHALL BE REPLACED WITH CLEAN,GRANULAR MATERIAL,COMPACTED TO 95%STANDARD PROCTOR �� . I I .1 � �il 12 REVISED PER CLIENT'S REQUEST 01/04/2024 , DENSITY. , ... I � . ­ 111,11111, : . � "I 7 A SCALE: NTS 1 1 REVISED PER CLIENT'S REQUEST 10/29/2023 - 1� 5. ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT. oil 0 if plilt"lil ill,!,ot, !m 11 'I , 11 10 REVISED PER NYSDOT COMMENTS 02/03/2023 � : - llft�-7­ ", '" 7-1 1 9 REVISED PER TOWN COMMENTS 12/21/2022 6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES 4. I ; . . � I � . , I a , ,,,i-i 7 . "z 8 REVISED PER TOWN COMMENTS 12/05/2022 1 1 "i I I � 1 7 REVISED PER TOWN COMMENTS , jaa�o : i , DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE . . �gw , � 11 , : , No. TAG TITLE . 11/23/2022 - WITH THE N.Y.S.MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. .1� �. -, . I ._____­w.,7 6 REVISED PER NYSDOT COMMENTS 09/15/2022 Erosion Control I I I 1. C-001 SITE PLAN GENERAL NOTES I- I ' 'I - -, 5 REVISED PER TOWN COMME�TS 02/15/2022 � . I", �,' � � , � ­4-­ ", ,�_ �, * ' " ,�,Jr��j'. ,­� ;, ­ '­;�, I"Il 'I".;,"'',� " I " . ��,� -,- ! � , ;X�.�--,,?,�.", �', , " , ,� 1i �,,�� " � � - , "-' '1z� I'' �,,,I'—I�t,�-v-" "I,,a"�1, ", e , ; 'N"'., J�"J',!"'� :", :" , ,�, "I'll �, , _11 '. A rl 1­11�I", 11 � 4 REVISED PER CLIENT'S REQUEST 02/18/2021 ,P ,"', .r�*,4r�:,, , V `,�,' .�p I 1".. , I I � . , I ­ ,� ­�� ,11, I � 'I ,�, , - - I-%, , " I" ,ii;e - , , � "- 'I Z.- ,,,�,,, , i� 1.� ;'v'��.-j� �,'�, ",',,�,-,.',,,�'�V���,',�,-. - " , I'��*")*, �`,i,,,�I � � R,41i".:�;W.; '. If,, , , \ _11),: I "O " .�­ , 7. EXCEPT WHERE OTHERWISE NOTED,WHERE NEW CONCRETE CURBING AND CURBED ISLANDS ARE 2. C-002 SITE PLAN LEGEND � -4 3."It"�,,, 11­'t' ,� '''e� , , I :�N , , i�,, ; " I , I 0, ". ,,;,-s,,t;-^-, i ,�4�f� , , ,�i.� , _ V f . C I . � �,I Y.� ,, 11�,. 1. I,".' , , , , I . " '. I 11 I,.:� """:­ " , " ­ ', fi� I �k.%�?� I %` �41_ I '?,41" ,,"� "k,`�', , , �, � , V" . I I ""I ��, � i ,,,, ," , ,�­4_ - I,.�,,'-`,:� - "' .1 1 $",,;,,t''." ", .1i'A"'t- 1"', , � I . "�11 , - - �. V I'- 1. �,+,` � � ,h �, ',ol�,��,i,"',, I li,;k 3 I _t 3. C-100 PROPOSED SITE PLAN,TRAFFIC CONTROL I ",> I ., � ,� I _ , . .34 r, .11 " , ­,,;X4."ki, - , ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 - , , , ,, -i"', I ", , , 'f� , � �­, Ak­�", .�� I�� , , I 1 �" , '_) -, -,,;. V,­ �, 1, ,.;,i�0 1 11 %,.1, , kl� , ,, . I, , ,Vc. I . ­ I , � ,�, PROPOSED,THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT ., , .,7, , , " - I Ile .;;;; �, ,411 �...­ � tl ,,I .� 1 , ?6 - I,,", f, I? .1 I e,�'':� , I . . . W, 4 - , � �­* _X,��­_�,' . �.,- , , I '"', � ..; �, ,I,, ', ,,, ,T:, � , A; , ,�,�,-�- ,-1 il, ELEVATION. THE TOP 01:CURB SHALL BE CALCULATED 6"ABOVE THE EXISTING PAVEMENT ELEVATION. I IN �?�­",,'�'� " ,�,,, ,""I I,', -��,IIF" �" ,A . , , , -AA,"', , , , � "I.,I ":I I . , 0 " 11%�I "*A" ,"�`- "�,,,,,,�e,,.� ,,,; " ," I 11 I, ,,, I ,��." "i I.;�,,,��- AND PARKING PLAN , I ,4I,,'­­;,�`, �'� -V ,�:4 I� �-6��:,I�, ,_ , , . I , , " ", , I , f, ,g, , I t�l, - \ I I I " �0_'��� 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE � i� , � " 11 , .- II4, ,� ,�,,i, � � ,� :, '. �,,,,,�-- �­ i ­�,!,-�q , "'119A 1'��, ,.:, ,_ I �.-_,, , 2 ADDRESSED DEIS COMMENTS I � , , I " -4 -�,,�­ �, , � I I , ,__ V, 1, I ,",I k �11,I4,�,,,i �� . ; � 0 r , 'I, ,� I , L 4 , , . ,:. 4 � .�,1,�,��'If I I , I _ V , I ,�f;,,, _` I A ,:A-", ,; , � , � " i�,,l ,,, I�,Ft,, ,f� 07/17/2019 "', ,-, ��_ Ic ,� � ,� ,., �� � . J,W,;�'k`l t_�44,�� "'t;, , , 4 ,�,� PAVEMENT AROUND THE:PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED 4. C-101 PROPOSED SITE CIRCULATION PLAN 4 " -11 _, - I, �%A,* y-t_*.-�M,�­e_,�f_ . . -ql ��, �,, , - ,� "I� ,. "I "I �I � , �4'1, , ��_,, � I I �.�`,�� '1�I II . I "",� -,t -4-,"",, � �', , , ,�',yi� , , '' �" I " I 71:1.* .�� ,� , : , . �, � A �, I I I ,��I ",;,"'N - I . , If, 1 �1 , � , J, , `I1 REV.TO 44 ROOMS-UPDATE UTILITIES ,04/1112017 i ,�""I'l",�,'�,�l"i",Pl"4.11'0-,;T,f"I, ,,,`�A;� , ,V 1. �:0,..,�&'.' 7,'.,.,�,�_,i", ' ' " A 11 I ".""'I",� I _.. '�,'.�' 11, ,,, I!— ,,�t,l_ ,, " " I, I 1, ,ff,_�%�� � , - ­ Al I I I ', , I%"'.41, .I 14 I , <,*� , �, "I � �� ..' , , I ­, 'URB,AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED AND DETAILS "I � ,� , I q'14� ., � C I, �7�, 'II,z 4 ­ .11 - W ,I OL ,� I �"I � " I,ii ;-'I �,:�' �" . I� ottI, IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 4 I , ,( , � . - . " � I " , - 1;", , ,!,�4v4p,'�­ :­_,�-. " ,��,_,,� ,,�Jf 7 -",-,,�I",�' I ... 1,­� , 1 ,4_� � - AGAINST OR NEAR THE C ,�_ ­ I 'k _�J',�' "':�,�, ", 1'. ,� - � , " P` �!�. �le"�­�41�" �\ . I " " R , � . ; .:� , f�, � Number Revision Description Revision Date " , , ,�r , ,,-4 ­ ,�,R­k, - �, wl�,,,_, ,Y"., A-, , -� I ,:.�" �,;', � ,-, , ,,,, """, , X, ,I 1, i­ ­,", "I "t, , � - S, '_ !�� ­� -, " ,,­�,­, , ,0, ,11��, ,I I 11�­k, W" - -* ", ,.,�,, ,t""", _.-��i, , ' - ''t , , " " _:, ,11,,� 5. C-102A1 PROPOSED SITE CIRCULATION PLAN i,­';� 11 � " , �", -, -1 I I I t',I- fi��X, I " .1,�, � �; , ,-�,t,,,, � � , ?&, 'f,�,,J��i *� �­','W , - I ,� . - ,� _ �� . , � I " � I , , e A - , , -�`" < .I .. DOWNSTREAM INLET. EXISTING PAVEMENT SHALL 3E SAWCUT AT THE LOCATION OF THE PROPOSED CURB, V"��', --��Nj,,F I , tI,4�""lil�":X.,�;­ , f." 7� , 11 , _ . " ­?, , , , _, " ,,�� � t _ - ,,,, tt, .",�� ," ,�, � �, "', ��I ;�­­ _,�:� ,�`i ","�,*�, !-.',!" . 1, - III,,� ,- , ,5, ,� �% ,� <-,&*f,'-� -,r,-,,,*, "'.""..z., ,'��' 't, �;­­_��,,�j � _-� ,,,�]#,`,"e . I � ,,Ox'� ,,,',,'�f"',�;� ",-, ,v',, V , `� �q. ",�. I .", -%,�'f_ .., , I ,:,��',,, ',.�, "'. " 1�*I ;� '� �* � , Y.fi-* :kik- - � -- ;�4, 4 ,�� ,'4t I , tf� 1_ _ 9 . . , ,I mt",�;",; " �'­�:,,,-, ,�", , , ­ . ,� 1 ,,�,4-,I,f,1,T� , � . - , A� t", e,�7 4 I 1,, , � I - I , :!4 I e � 4 , _ _ . " 'i I '.11 ,z,­�� 11 I,11 " , � , ­ . �'_ - I"I,! , Designed By 'k, ,,C,41�.� ,� 11 Date Submitted � .,­­ I I I ,�,'� - :;, , , , I I ,� ...", � -, I I �,-, .� �, I '., �T�11 ;",,-p,,_­ , - - . . I - I I � i,I 0I 1, 4, "! ",4 ". I,'� ­ ,,,, Z -,,,,, � ,�," ,X �:`�,?;, , , . , , -,��,-"-,,� -�;-;�,I, 1i,-,, � � I k��A,V;1';'1 .131.11�1, TC 01/20/17 i"I?1� , , 'I 'k , BACKFILL AROUND THETHE COMPLETED ISLAND SHALL BE CLEAN,GRANULAR FILL COMPACTED TO 5% , . - -4 � 0"­, ,�I --.�' - � , -/ , ). I I ,I!:,- -1 02A2 " 11 1�' i;�" A , ­'4-'J '1� ,f*"i ,"�::,, " , , - 1, ��', - - THEREFIR I k *,,,, "" � , S I I , %,�-,,,�,,, ­�",��� -,,-, � �,,,,t*7*_!_'��",-` , ,� . I � '%� , . � -.:�,,�­ " ,I . , ,o;,'­ 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT AND DETAILS r ."V � I', e . _ t�-,-,t""�>-i-�," �� x , , STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING OM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF 6. C PROPOSED SITE CIRCULATION PLAN �il 1�. , 1,-,,,,'�,,, %A'­`�j,,�� "'if""� ." I -F, , , , , -, ­K' �T I ' ' , ,�, I, , ., __ ., -,�T,W I i ,11 - 1 � " 4,t �f 1%,A�,," I-, 0 Z, ,�,*I, , , I , I � ,� ,� ­,,,,".�K, . � � , , � 't - -, - iii�:,,� SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND AND DETAILS , �,,, t; ;A,I, - �, ,�, �_­_, I � 1-11_ ;: � f �, 15� , _X .'' I , , Ti , I ."-,.,W," "',�1�1, ,f,�. I _ I- , " PAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL 3E SEALED WHERE NEW PAVEMETN MEETS EXISTING ,�.i.'I,1�_����, I,k�,�, �1�- Ii I ,e -!,��,�'�%' 1, I ­ 1, 7 X�� � I. I It—�! �. , � , V% ,, ' I � I."':I V, I ,­.�� I -�,-,-­� 4� , � I - -a't, - ", I , .,"j-r ., A 1, ., I I� I ,��, ,�10 , ­ : - '. t",y �_ Drawn By �, " , "' , , " , " �I��t�,­" �­ , , I Date Created --�� 11 I ' I f f 11, I 11.I I F J ; -)�,., !,T_'�:'0"-,�",qv,,*,,,"- I � 4-IN, - t:.! , ,,%-?"', I 11 "1, , 7 ,� ,�;" �',' t, , , . 1�e I � � � I , , ,z ­ I,I IP 1�. , ­�,A k�?" I...7. r,r"- � * I, " la �,,, , 11 I . . I .11 ;.%F, I. �-,',,�'I, I ,�,�-����, ..f; ..-, )N � . , � , !�� , , _���,I, , , ,_��, I 1, ­,,­�', I ­� I �z ,� 1�1-�'V 1.V,1� ,�� ,,�', I _: , Z-$ , , '�'j'�_,,,\ "'% -104 -, I '.*,Tj,)" e,.,,,,,z_� , ­1 4 A, ; I,,,IN,' � I , .,,, ,,," �", ,- , " I -It , . I ,,,!'� �,.' , I I .,I I -I ,�i -&-d.-,,-, , .,,, Approved By Scale . , � 'e, t,t r, , I �.,�, 't "�,,AV� -­ "�� I , - ,, 3. CONTRACTOR SHLL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION 8. C k� rl",*,;",� : 1,11�_T, ­ . 11 _1_4 tIl , I I I" .,.tIVN I,— 'ki, , 1, ''", �A . ., ,,� . :,-, , "o, ". 11 �� 4.'I, " , ,4,11�,�J`,,�1� I I �, ., , ,�1, 11 I 11 1�!�4111'-­*A�Y,;: , _ - ��, ,. ': .. , I ,, I I - " . ", � ,,, - I 10" _ �,:_, 0 4,�,"" 7_ , - , �'­ );, -"i :,­�4,' .,X�,��,,Q, - - I _� 1�1�1i'. ,� ,��P,,`�' ­ ,,� ��v,'- ­ el ,�,` , r��� , ­,.��L' , - , " � . ,,,K� . , ,Q,, � ;�I, I ,� ''. .1. 8. ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION I ��1p,i,�3 , , '­�� , I ,J­ I4.,,­,-,­ ,� ",';Zi I ,,, , , I I Iti V, `_,,:-%" - ; ,:a, � , " :, , I ., t, k Y1'11� 1 �"_I 11.,� 1�� , ­,'�.t, - I ,� t!�,�,, 2 � I , , .1 , ' '%'� "i '"' k I TC/LT 08/23/16 � ,�W, , PAVEMENT TO REMAIN. z ­ ..V., 11 I I", �,";,r,�M .� - I I . � , �­ I I % _00;r­ I"��i'1,,110� 1"j'' r,',�",,,I�,,�, ."r- e '' � I-, I, , 7. C-1 03 PROPOSED SITE CIRCULATION PLAN "- ," ,,,�_ " "J ., ,,,, - � , , I 3� _ ,f., " � . '': , , , � '', , ", , , PROTECTED AREAS. ­ ," ,,, , , 9,_ I I�V, 11 �i I ,�, N, "� ,�� - I h " �,.,k I�t , _ � AND DETAILS �.�,�,t 1,_� . � 4.�11 4e 11" " � ,.,,1 ,� �, �" , I A , , ,, , , 'I",, 'I, , � .. ", � . I -1, 1 , 11 - I _,,. , , - , If I 7. � , �" 11 .. " ,_� , 4 WORK ZONE TRAFFIC CONTROL PLAN I�f, ­- �, . � , �, t�v i,,,�� �'k 't ,� I A 4, - ,,,, , , "�,, ,�r�:�� ,_��', ,� I "':I:,�, " , , ��41 ", " ,4�­, , ": 4; I,,,,, , ­ ". , ,* BG ASSHOWN � - �.q_ 11'_1 ­ it ,, I A� -i,.". " V"', - I . � ,­ �Ii� " � , , "',-_ ,,-,:,�;,e , 4 � 1, '. , , , ,�, I� I 'Ifo , "�I" �� , ,, , 00�, q: ;_'�t­4 ­�,4�, '' I , I 11 I,- 'i I �, �, , ...I ,. .1-1 -,��,,�- I '. , - I "I I , , t , �V��!I, , SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY 9. C-200 PROPOSED SITE DRAINAGE AND GRADING PLAN ,;� , , "' 'J-;,��,'�,,:0i"','1- A� I ;- 't � t. 1�_, � ,&� * ":,'�,'P,"'." -,*, : �'", -��, �,"I"'r,, I . 't,i I.f � - Client OF CONSTRUCTION. 1111� I , ,"�. '6 5 , f , ,i, Y�, io, 1�11 0 ';�,�i,.,I , � i -�, ­ ,,,* �,0,,�, , , , �A �, 1;� ­ , ,f'i�" ;.1 , 'I , I-, _ �, ,:,f ,:::',� .11" I ,. 't� -�"4"AA I ." 0 " '. , I . H�-41',­, t ,� '', '', � . -� �,­ , ''� , ,�1. �1� �- , "­11 � �� �I �,, I ­ , I'll 4",- 14 - " ,, ` oil I— - , � "t'' , , ,� "" , , , � , , ,?. , , , , - , ," � I ,�, , 4, 4:' ,�r 14,�,.# ,,,_',�. 1_� "4, '� �,,�,,,V­l I � " �,.­ - , I - , � - , �;" '3� ')i 4,,, .� 0 ,�� ,�,," _j�," , , . , " , , ! , ,- �I ,,, 1'11.-�­ ,"', -e� .4 ;�� I I� , , ., ..- - . I , -_I , , ,� , t4 ,"' �� - 'I � ^ , , �-, -1 1,.!.,1-'!. : , " -,.-� -.� ",1::,­,;,( 4 -,'� .`�,-_�,­­ ,W' tjz�,�4 " . ��,,. I ,�A I " 41 , it, .: - 1�, "', - , " , , , -1--,­ ,, , ; 1,�;�,f,-,_ '' f�t ,,,., , V " 1, ""��t'!,,,,,�"i., � I _�� 1P _ �, , 1, �f I?,I " - J %� -­� ,�, � ,� , ,z!v ,�, 'i .�' 'J" THE ENCLAVES "y -io e�,_:: 10. C-201 PROPOSED SITE DRAINAGE AND GRADING PLAN "-11� � , vl�l �1:1-�,1� � , I : , � "I ;" �,, Ic , � , ,��, v �ii:, ,, WATER,WIND,OR DIRECT DEPOSIT. ,io , �, 'jI , _T, � 'i, � �� �� ! ,I, �';� , , , f"1, . .� . -,- _'�, .1 I I i � -, I , �, ir I I f"Y:"';',I,�- , �,-A, , ,iI;*.*i � , ,I , ,,,,,,,,;, . , % - I , ,I' '. �� -202 BORING PLAN AND BORING LOG ,� 't . ,.it i I , � . " I I, , , �, 11. C I 11 lr� e * I !1,I 't 1, I , kk , ,I, , 9. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVATION,CUTTING, __� "41� t,��, ;O� I I I ,� , ,,;IiI, j,::,' I �I ""'4'', 'et � I I ,.� "'t>47., - , , '� f , �tx-;v., ­�­ - , . , �- �,� :41 1,1;1 11 ,,,� ­�, . � " '. '', % "t"4% , , , -,,, , ''.! �,­;,;� *1 , 1, ", _., ,;,..;,-I , ­�,i, � ,t" *11 I I � _ ,('-,,, , ,,,,,R­t:�;,,,, I v, _­,�,,"�:,,,,�',_ , I , ,.z I , ,I �_ �, ,� �', . � �""A"�-, ,� � I I I I , I - I .,t , �', I , , ,_ 4 , _1,�� , , " ,V , � " 114 ,1111,11 .01 i,, �-)�',',,i'� - ,­41 1� ­­� I ­,,f,41.,­Y�4"'i " 56655 ROUTE 25 REMOVING,OR TAPPING INTO I .." I �-- ,,�;I it ,., -, " ,i�A"- if�_,_ , I W, "�Iz�,�� ".., , � -�-,, , , , � ,,�i,q�A,;� ,\_9 . ANY EXISTING UTILITY SERVICE. THE TOWN OF SOUTHOLD SHALL BE NOTIFIED 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED 12. C-300 SEDIMENT AND EROSION CONTROL PLAN _�,�� ��;; I�,"", , , � , t'A � , , � ." �,�-, ,i L'. , *�, ", ,� I ,,, , ,� , I "Ill 4�,,�, ,, I �­, _., I I I "i.,' ,,�I - , �', I 1. 11 " I ,I . . . .. . � , , , , I "i4:�". I I, . , I. -301 SEDIMENT AND EROSION CONTROL DETAILS �_� ,, I 11�^�"_�-,;!rw&d' �,,�"',1, I ,,,r­_ ,1� , 6. 5 1� -, -Aww,,�;_.,��1�',6, -V . ,I_* , . FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT 13. C 110 , , ." - �t!­.­,�", , " ., ; ", ," " , " I yl�Ail;,�:. `�,,,,Ir�',�"�Ip`"'t;.,;I�i, , � _V� � ,�, , �� I `e _� 01--'' �,'. �or ,,r.� , ,,I, A 48 HOURS BEFORE ANY SITE WORK IS BEGUN. ,�� )� � I X, ,X�_ :I�I,,,,","I" 1, , , , ,�!. �; ��,:".";\Nol, " - ���� � -, , �, r., , I � . , .!,, _7 _� I ,",r*I J 'I.�' 'i;, I-��, " -�"' ,f,.,`f" P I�­, 11,I ,�, , � ft�i - "r, �J�- I , ,;�Q`�I ,`-,�4, , " I , , � , �,*�'�,;,­ I I "1.�. ,,� , " .,,�, " , �', I ,-- . � �_r'11_11, ", .�I � , 1�­ ,4 ­A,'­­fl� ,� , I , EROSION. 14. C-302 NYSDOT DETAILS _tfll�;, 11� I �­,­,r ,� -11 I - ,�_ I , , , " , " , ,;, ;, .�J lf,,�,N,1"', �1,�,', , _,.�,:' ,4� 1�11�,- ��*�#." 1, ., f, 4"�' . - "24 ,_ �­, �� I ., "j'' IV '' I ''* , '1' �, 0 1 , 'I! ­ ,� 14" I 4" I I , �' � -, , A" 1 15. C400 LANDSCAPE PLAN AND DETAILS �;:,�r-,,',.,,,-,-i", f­ ,,­�, " �""�� �1�* , I I I _,, ,I ,li� I. 1� , I.— -,-,* , "? ", '. " ;I 01 f,' ,t& 11 1: �, I I I �T­ , ,,4� .I � q -11P - '�.'�,,, ,4"�,_, f,,�I 0_� 'I, �`Y,4 � 4 , , - �� w , '' '." t � , �'j' " ," ";`r, Z", *,�A.� J�_�*,,,, I I ­ 'I. X11 ,. . , 1 4 , , ttA 4 ,I �­ ,,Y,� � '.I " -,,� , \-, ", , _,7, I I I I I , "'' , , I . ''I .11,; , - _ 't 1" � � ,:., lv�,�" " I , I I . , 1'­, ,_1" I ,*-,­Alk!, " 1. , ��,, "" , , 4 , I, ,_,; 4 , " PI 1, .. �f 0 , jl�"I'll ,� ­A.",;".,: "" 'f,'I ,, � IN,11­4�', - " ,--:1 , �11�:� , -1 - z`:,­� " "11 , , _ ­ �*�, - . , , . , I --;�,efff,' ,,, , .,4 - ," "', .' I , ,-"? " ";qq, , , , , " _3."_�'Il NN q-1, I il. " - �, , ��'�t, �'�,-,I': - , UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, I ---, �" "' 1 "It ,� I I � I ,, � , .,:"", , ; , . , - - I I ,� - �,, ,I," I I I Project: , , 5. 16. C-500 SITE LIGHTING AND DETAILS ,,1��r � ,,, , ,�,�, , - , ��, .;�I�11 I" , --4, ­�, �,K,: ,. , ,t1�'1'7­_'1_; :,- .1, �,��I -a I., - ffl 1,t'If . , 0 I '1� ,- "I , " ,"` , I � ,�, , "', - I I I '� :1)" 10. PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPIR ATE _,J��,_-_�% I- � r - I , ELECTRIC AND TELECOMMUNICATION COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND/OR , f,�"",_:' �1',�:,��:,��,k � k t * , _�,' t- - I,��I)� _�., 1;11 ,,, �,, , - -� ��.J, I � ­�i,"'t�, . ,�., ,�� , r i , , " " , 3 � ,� '1�� , , �� ____ �",,,'�', ,��JI ,�, , I ,'_ . I - �I "-, , �;,� �-,-,,�,,� I - , . -:,l, , 1, , '' t ,;, a "i ,:,!�,"",4 I ' ' � " � I I �, � " , _ � %J,­­,,,,;,-,'_',,N1 � i!�11 I-e ,:-'��. 1'�I I,- , . I - , ,,� ,, ,� I t -4�,�, "�, �:,_ t�i , � "" I', I �,, ", ��, I , I �', CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND 17. C-501 SITE LIGHTING AND DETAILS . �, ,", , � � 'i - .� "'," , , ,1­� " I I , � - . 1, � 1, 1� -;­� ,1, , ,�" J"r 1,"'. I`�,1�, '' � SERVICE ABANDONMEN,rs SHALL BE COORDINATED WITH LIPA I NATIONAL GRID. WHERE FEASIBLE, � �, V ,.Cl. �f�,, ��I�,� � 1,1, �f -". orl�r, ,,�,0"", � -4, 1 ,�, I I� � i�'A' , 41I, . I I 1. .,.O�� � ,10, I, . 'I, I , X I ".1, T � - " "e"', , � - I, *141�� - ., , ,g , , , , ,­ ,4"k,,, �fI, I-�C'9'X Ili",r ­,� ­:,��;,, � 4, ")�I - , 'k 1, �0 7. 1�1' '%'. �-",z � . . - I 14"I", - , _~� ,�J,I"!.:' �1_1��.,-I," �, �,, , . , I .1 , , � � , ";;",*,- .�n',.�" , DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. 18. C-600 PROPOSED SITE LAYOUT AND UTILITIES PLAN � 'k _ �,�,,�'��-,�-�,-f,:,� � , 19 _j - �-A_VIC,;,P ,�, 7� � ._.,!� , , "ki� .,*'��-, I I ze"I") .,-,:--. "', '��'p-,_i,L','.�44�:�'I,��­ ,�;I,,,� I �,, ! , , ,,,.��,.1. PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND. I - ,t , I , �, " , It, `%, ,,�" � I III, I i t�11'.7v�, � - -R,'("r ;,71, 101 4k:,iI'4f.�t�­#�", I�J '�.)L . , " q. - If�,�� " , ,� . I 14�_ "I I � I I I I - I. � . I I -� , , ,;" ,-, - 1��,,"�� , , I� "� , , , ��:< �";it,'%�,�", I 14e -601 � ,,, ,,,,,,,,� "W ?� ',�.�, 'i 'j):, !9Ara,f,&11" I - �I ,--;� , �� -­� �,f i _11 ., , " , , , , ""' I 1, "'t It� " "'� "."'I,,,,,"', , , it�%"�F'7,�,- �, � ? �� *,;��I�, ZN ,k V wl.�.' .;� _­ @� , �A`* � �".��'.r 11 -1,, "*i� * ,3.�,%., ,0, I—.1 , I, ­ - � I �_ , � , ,�_� �1,1, 71_,� " V ,�,,;� ,_%�,,,, `1*11,C,4�I�; I ­1 , 14" -*-�,�?,-, 19. C PROPOSED SITE LAYOUT AND UTILITIES PLAN ,� 'r ;,ff" .t I �t .*1 i�, i�,'��� 1,il`;� 11��,Dq%A, I, , , , , 1110". ,.A,o �­ , ". ,)?,!!, "Vlz T I �,",!_� � A,:�,��,, , , � I - "'i, 1",-- I I . 4� 4�, , �rA �p_,"4 , I ," - I 11 ., � I , - I., "' f, � , - I ,� 4�1 11,� " t, 4, ,4- A" ­�­ "`�, ,,,I� ,�."l,"', , ,,, --I 4 'N:,- , , , , ,�, z , -��,%-;f, �'4�;,,��'�54 .1 _� ,.� "'O", ,, ��I t '-J�:�, , , I lw�l 'V� � ," ';g" ,- �, --k 'N �.­,I I 11. ALL CONNECTING DRAINAGE PIPING SHALL BE 12"RCP UNLESS OTHERWISE SHOWN ON THE PLAN. 20. C-602 PROPOSED SITE LAYOUT AND UTILITIES PLAN I , ,,­,% i I,4�,;:.",A'Ve", t­� �'i I � , ,-­� I_ , e, . ,,, , " - -10, ,,,I$!�,,�st'i;"��"1�"­, *�,; I 'ePi ­�,ij. vj�,q" ,,, 1,10 ­�1, " f,,�� ,--,- .k,I,i�, ,,,,�?�,­,"', .� �� � �,I a.,,kc ,�w ,'�, I ,.1, , . �� '­'�' 3 - V 11 � .:,���, " � ."I"', ,I'I', I �, �. � lli� 10�, , , I I I 11 , I 11 ,, "',­' � �� - - � , - , , � I ;, :r" ,4,,,�� I I I - : ,,, " I 11, "I, . , " . I ,� , , , ,I ,, ,." A It­� � � I � , "I . I I6f,4�1 �11 �_'._'14�, .�i , I 't, 4� , ,"';I 't ��� ,�� _f,i�_ I iv I 4 .g , ,�',,A' le"�,:­'­ - ��,I -"A' '� - , �,;" �,A - , ,, SITE DETAILS I. ,� t, , - 4", ,, ,* I 21. C-700 ��,,.,,_-;,,. ., , "�� I ,�. I' .1,_."I -11, . �t6 Lk ,,.��,'­""', , , I , W'.r ,� � "� ,i ,, ,; ,� I �q�', , I - , , � I. , �-­-��, ­,.�,,�- ':'I 4 , N .-" I� .. - , " ,; 11� ­�'. , � I .'I, 11 It , , I%k;��,,-X�,W'­ 1 ­m, " " ,I, -1 , , - - 11 . 7 I I �� �, .. I�., � . I­1� I . I - ,,A.�, .I I., I I , , . 11 � _� ' '_­� ,. ,,, - ,:��- ­ . 11 1�1 , � I . I I j:j 1 ��,,��,* , I I ,:im 1_1�4 J ��.115t.%�,11­!&1_',11 I I�* � �J- , , ,��3--' 1 'e,�� I-III,-� ,;� :,A, k . I ; I , , . '14 �,'_�,��_' ? I ',"� ,;�; I , , � � I ��It,I , 4 ,i��'ri�,I�;-,,,Wf` , " , ,,,, ,-,, �"! � . %.C, " ., ,,�,l��4"���,,�,,,i.g""-",.� � . � I , , " . t"eiz'. . a ,I 4' r 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE � I 'I I" i ��, � � A 4� ,_ k I 'r��_M,�1' I" �, I ­�, 3":i�j"'��;O,;�� ;V, )k� K SITE PLAN ,�,�, t . . .1 I I 1 _5� , ,� i, ," .1, ,�*��", .� , ,� 10, I "I -1 I , 23. C DETAILS V it;, , �A�J 1� �, K�V i�,, , ' ' - " , - ,��t, . : I 1A ".. "� , ",.�� �I, I - , ,*":!,,i';, I 1­ "Ir I ze­-, ����,�.�.,i, �.,�w , _* ,-,� ,,I -�i"-:"�:I *�� V, -,C, I, -"' �,,r I I I . "I 24. C-800 IRRIGAITON PLAN . ,� , "I - V I,'� 1�1, �4�, I X,11#1 90" 1 :i'­�F�,-,t- I I _�-�,;,;*:". III,­_',t,-­ - , ,��t- 1, ­­ , ­ � I PI", 1, �'�I Z", , ,� 'I I 1111111111 IL I , � " �, �­ , ,�'r \ -11 � I , ; e ,(;-,,�y ; ,,,.�� If�,I 4,- � - - .. .11.1''. 4 �'� I � ­ - _., 1, �,_ I ",'7,�--"11 - ,,,,A, ,, ,,�.',, ",�� ,!� , I ". :I ,If , ,�' ,%,�­ ,I ­'4 � ", ,,, 4.,� - ;,O­ " , , " - "�­".."14", �, I I � , . , I .�.,t! , I "I , '�� "Ill �_,J,_�,C�­ I � � _,tk' , 1­1�411 " I _A�"_ . .,7 Z T,t ,. ff',� ! 44 _Z�,,I,. ,r,' "­4�1�-,`�,, I , � I I 1 , I , - �, - �'­o," ��'�'� I' 11­,�,I , , ",­ - - I " Z ,e­ ! '41 " ,�,4 . - I � ., I ,,!�� ,� �, ,�A�A,," I . ,�,��":,: J"�,� �,­ �� 1,�A,'�. I " , I " . 1, ` , I'll " . ,- -&-,.­,:-"�' WHERE SEWER PIPE COVER IS LESS THAN 4-0 I I I I ,,I I , -0 , "', ,�", I � I , "� " .,1�I ,,, ,I�, - �, , ., ,,� ­1� -- 56655 ROUTE 25 - I , - " , t I,,,,,,,. , ,*,-, li , , ,.,­ . I I �I�In -, I-- � - I V I C "_,?,;��II�, , I I 1, ­�t ­, ­�� - ­ 'I., '4"t , , " ,,, -, ... 11 ' "., ­ �� ,,� ". �� 41 I �0 _� .f, q I '10 -" _.:"_N.­ , �-,- '_� " ,4!, 1 �" '1­­', .1: "'s _ ,011 . ,�'k _ �V­ " � I ,I ,� �1%,(,`,�s,!;, ,�,,:',� , ��" �111114�� -____� " ,".,i,�fi,-, _,,�­ - I ­ � 5R ", .,00� , , �i� � � ,DUCTILE IRON PIPE IS REQUIRED. I . , ­� , ', '�v rr,'�I I " .4 1� , 1 "k , ,II�4;��,N,�,�,ir"'A' �" , , -��" - 1­ I *, . < I 1�� 0�� - ,� I V,�,,f��,*,,W,'�,f",ti: . )�1 J I � � 4,), r, CODES. , I ,, " ji, - ! 4 1 U;4 - " 11*� " ,5,� 1 , �­,If. I " "4 - ;� - el'illl�"" "", I ,, 'I , , L 1, ca"t; R" y�,� I W 09 I - . I � , , , , :;� . ,j w , _�,i %,,,, ,�,,-� - 1 ___ , '' ;L- '_� o 1 W . 1 �, I . li�e,, ��v � , �, _r, �1 ,� , 7 " , � JL� 1 1 4 I fto , � �__vv tv. -,I L� . I DISPOSED OF IN ACCORDANCE WITH LOCAL TOWN,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE I I L L � I . : �1;0" -702 , " I� , '._�:e_-_,,*9"�`,, '."."'w",, , , , -;,?,f , � 4r,� -�7:,""�I :il�"i I ��;, , , "_,�,; ,.-,�� ,4�,�; ,�- , , - , � 't, _ � , ,.WIMP ip'llit I opip,wit! 22. C-701 SITE DETAILS ,;"�,,,,,,II, I , �, t ,ez , I It. "..'A", " �. �� k� * I , ��, - I L ,,,I, \ , -,��- , , , , 'A , I/ " t,�, �-�,�,q ,\ , S ii�4_6 �i ­ L. , I � .1 ­��� , � I 4 I L. I I I I, .,,, � I �, , I �: W_-1 - " _ , I 1�11­�11 ­ � ­_­ - , � , , , . - I I � ,4�'� - , , ,, I , �P,,"-" -,"Y""'O, 13. ALL SANITARY SEWER PIPING SHALL BE DR-18 PVC OR EQUAL UNLESS OTHERW SE NOTED ON THE P W I I ,�-i- : ',;'�',�" ',",*!I:*-,zf-I" ;, ,� , , , , , __ t ;,,""s"t� - ":0 """��� I.. " � Project Address: I LAN. "I , , " 171, \ , Y;" ", )- I 'K, I 1�', I , & ,�v, " " x� " � �,;I. ,"O.g_,,��*�4 o7 ,,, , " '' � � " I - - I � 1, IT�:'11 11 I , ,, �� . " e .., --, , , , ., " ­ � "e' ' L - "' ,,I,. � i�%, . ,4 - I " ­�,,� �, ? 7� 1_�" I .11, I , , 0,U I I- , , - I �, . Isi ,,�,J.,-, """�'�� 1�'' � .I � , � _ � , "I" '.- .� 11, A, I I;k#.I,*,"�"��i��,( ': , I I , , I 4"'t .,!� - ',,�, � i, " I , ""fit," , ��- I,, "­,yw, I I � . 4 +" � ,�,_& I,— ­, ,�-, � - ,�,�� ,0 �, "­, , �,X " " �, f - - � ­�r,` � , '! I � i ;�'� 4 �I . I IV �, �I 11 ­��/I?I . r, I � �,'," A�,j�"�, " "4o 1..q Al.&�­__111 I " I, N �' ,-� 'i, 7fj-�l 11 1 2 � 't , " , I I - il�` " "l-I � � � It _-,"f�', ,, , � r �;1111,'I, , ',­�""f� �� : ,; , ,: ,�, .,t ,, , � ,,��.�­, - , - , , ­ " L . , 't k�,'' � I , ii, ,Il , - I �, _;, tv.�,. ;4 ,, 1 1`4, .� I - I . ­ -,,�,�,I ,W�I�,,,.`Q"'�fl ,�,, � , ,�, - , -Ce" 1�1 �,­ SUFFOLK COUNTY, NEW YORK � �,,, I , I .� � � - i?I .1 I-,i�--1-,,,',,,Z' "; Vl'� 1k, " ,;�f, , j " t, �,�'­NI,I'f!,�,­Ii­7�` '' , ,4 . "'T .' . 4, ." i, ­V 'I � ;4,�vl'-`,', '4 i�� _­�, 1, ,�._ . 4t" , "i, DIMENSIONS AT TRANSFORMER AND GENERATOR PADS. -I , :, � - - , ­ , " , e, V�*' �.��',­ , IIII "I�,�' ,� ,,;, ,`)V" , ,��,,,, " �0 , , � 14t 1�,A1�, ,�,,J�W�, -,-",,­­ ;�t;,I,�* , ,�,�&, ,, � 11 ,"I��Z J�,, I e-, �, fl.",-,,�'`�'��m � I 11, - � I , IV, I ,, ", , , , I ,,�,"." " � _��.11 � I I `1� 4�`-a,.,,,�..'1­1' , 56655 ROUTE 25 ,,,I� . i A�, r, _I , I ­t �,,, , " ,,'- ` . , ,", s I ", I �' - - , ­ " , * , - ., "I II :1 ­V,�",!:,,',II,^�' ; .,,/�.,, - �,, - 4�,g ': " I �'­ 17�11- ?.'11� ii; 1;,,',,,", �., , � ' , ,, -- -Jew�� -V,-� .1­,It;*�,; r;5'Ar!, � -1 , �, "... , I I I I I,I"', ;�, ,�, ,� , .. ,I I , ,, "�­ ��OK'­,', I � , - , , I ,, , ,�, ,---, 1," ,,, - , , - i� � .. 11 County Tax Map Number: Contract Number. , I If . I, , , *1-k I� �'b","', , _""_ if' I :" 11 ,� I 14. REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES,REQUIRED SETBACKS AND OTHER SITE: THE ENCLAVES ,�, , ," 1,,le � , - ' , ,, 1_: , o�!�P!�,,Af I i-i �,,�-�_f I, L� _'� 1 ,4 -0"y.f, , t�p,� � , .y _-4 , ",,',"', , � ,I ,� ,� I -1` �* iI,! , '7-, 1 1 .,tfii� , �_�ff � . ,_ !w -,',�, 14 � � SOUTHOLD,NY ( " . , ,,,, "0'0 , ,o*_ .. i, i J V'I , I -IV, 11 I it�r^, Y:�, I� - - I I I , , �. " .�";i � , '90 I I �:,,,�I- , I ,, I ilf,;,��`��J,',I�, It, 1 15. WATER MAIN TAPS,INCLUDING TAPPING PERMITS AND FEES,METER REQUIREMENTS,ETC.,SHALL BE I �, 1�1 1.* 11 I- I ,�I_l il�, , � I I 1, , , �I�. ,_�,`,, ,11,,� A 'yl.!�,�,,,' � , � �W_71_1 , y, ,t ,�"," ,,, " 1 4,1 ,.�," ____ , �, ­ , I . , -1, .,- Z,,f '�;­ , ,_� I " t,.- �_ , iA. e��"�, ��,v,I��;,4��,� 11�_, - - � �,, ,�­" ,,,0, , I­J� I I - ,I, ". 1,r.,�,� I 'r , -,, -`, � .I 1k "I, I -, fl, ", , ,P I '.�1 � , """; e4rp,*�t, - , �nlli,_�'k , 01r.I I '�"' ;-4"-­,� � ,` , I ,, , ­V­ -t, �,*" I � " I! Zt�'il� � , - , 4 1 . - 7 . �141 ��.""­,; :-Tk� ,­ K 1" 1000-63-3-15 . "I , 1,-1 , I` , , - I�� , , ,�'Ikl, _4� �r;,4�. I I 1; � I ,,;V-I ,I -,"- � ; f , � , '111 A'(I I I 'f`,�J­:I, , -A,:-"'-,,-, �,.., :�',7��Il Regulatory I I I ,I P I , N .11 , , II, " -�� , " .N,k ""01400�, - , COORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY. I(,I I , -J-� " I * �'i,k I. - � , I '. ," , -, "I , , , V, , �t I. ,X , -1 I � � I, � , , I I - � , " I f, " W , ,,41 I ,"4 4 1', ,-j'r,�,' I , � I -, I,,� �­t� "I,, ,'. _ .",� -I I � � , f,,,, , , , _, Reference Nuirriber. �'_ ; ,�_ k ,�,��, ,A,I I .f- I %11'k , . , SCTM#: 1000-63-3-15 ",�,c _11� �:., -,,'_� ,:�,�- Z�t,�,, . ,',Z , , ­), , I , 1. . I I " " � , " , �, ,­ _­ ",,"", ,f. oi��`,�11"? I, 'T, . , , I � . . I I ":_�' ke,45-�,­��,� "', ,4�'?'iift......;,;,I-V,-'� ...... --.-' , , �� , t� t.1, i , , � "W�_ - , �� � 11 "I ,?,�. � ,� I ,,� ,L:,. I " N�- 111�'" I I �.% , 4.,�,., ," I I k�A ,,,� ;,�"-",­0, I� , , , 1, I I, " , -Y� , - , '.,�M,:� I f I �K, - , , � , , �N 'Z/U J-��, - .,"�,�,,,,,,_Ir ,,," . � 16. EXISTING WATER,SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADE �el,� r,11 I , ,, , I � �� ,q I " � C4,7 � , ­�' , , _ I ,,,, �,; �,��,� ! �,,, A.. ,, .. - _I� _� " -, , ,,,�_,,�.,-�, �� _11� , � , I , ) 11 I I " "i ,, 11 , " , ,,,, - I . - �­ 1� � I �_ . , ,,, �,Vl I I I-'�� f. �j�� 11 - I, �,�: � X,�V_ , I I I, `�I '. '�!�\11 ",iA�-,,X,� ,., ,;� 1, � LOT AREA: 6.75 ACRES I A ,� , I ,O ,,��I,,,�` F � ,� - , Tifle of Drawing: , � , ,� - :.1 -1 11 , N. I ",?I :, , , , � , I . 4 I, - . ,`� . , llt�, 1, I I I '' �� ,,,, ,", � , - I �� ,,� �, ,� �,Alk I�I - �.�_:,�,,��, r , I I I- � ,I,­ �. ­ .1" ,1"i� �-, � "I 1 14& , _�,7! .",-.,. �, " �, 1 kat I . I lwl�I ,1, I ,��' � I 11.1 1, ,,. . �P, 41 I -, , I , ". A � A , 1, ,I"I-�idW, " , " 1 - , � I , , - �, �!.� �, � o, � , ,I AS REQUIRED. , I 1, . �� '11�1�,,�, �, 7,jI�, ,,, �4,i, '' J � I, . �'11 .�,� "'I �, I ""I, � � I ,­% '; � " �' -�I I:J 11�, 'r 1�1�, 'it, �111�,S� 4; . ­� ." I ,,,,,,, �. I . " ­," ­-,-, :,, ,, ", , , � .1 I I � ,, F`IIII I- I,I�r',:',`", , . , ­ , . 1P ,U �� . � " . " ,�� 'A If�,,,�,t, _i- ,, ,;,�.,,,47,I:, f,'. I . � `I" -'- ; �i�­, ,-0,N;"-"ZqT 11 � ,&',-. �: 1 4�_"! ik, t% I ,, Ill -1 I �;�­ .,�_ ,��._ I ,:,�,, , . . - v . �!5 4, k 1, I � I i. t� 'I 1, ;::;,-,-" ",,�­ � '.0-O'S, .1 � I 'i I A , I ii�',, % ,�,:, I , , - "�,�-, , . 11, 1 17. ALL PROPOSED DRYWELLS SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALL , � r" - 11 "I � � I " 14 1 �fl�� I � I 41 li(" ,-,­, �', . z; ZONE: 1111- HAMLET BUSINESS , , , k , i'I I �' ­ �.i,f$74"v.�,J""-� ` ,� I ,I ��,,',,-'�;",,��-,�,,,�.j�, .��Awll,-, " - I" 11 1, I � I ,::� -1�r, ", , ,, " ­ , .1. _h , ­ �!� I ,,, ;, jf'� I " i , 1� __ I. "''��N, . , �', ,­_,;­,`:,�,�­'%�`, i­_",�z�, I­� �r, � r,j,,,,,,,, -',!, " 'e. J- . ., S"'o , ' ' V _ , , SITE PLAN ,,, . , _ _1, I 1 . "'. 1�*,� I �,­,\ ' ' - I I� I J �1.11 I �%`, , ,,,-,.I 'A'5," ', ,,' It I 1�` I I* 'Z , , " , , I , 1� , �1 , _ � 1, . I I el , , , , CONFORM TO SUFFOLK00UNTY STANDARDS. , I i ,I I . .1 �, _ ,. ,,��, . ,rt��W�I,� �, �% I 4_1 11 I , ". C , . ,V�, I -1, � - , , N I , "; , , I - , - 11 , ,,�4k CQ,_, �,, , , ,;��­, , - I 1, "livi <'1140 � 1_� , , " ry- C I , I � I 1� 1,j," T� ."',I't 4 1 PROPOSED PROPOSED W/EVENT SPACE � - �It I , �, ,r_a�-,;f,,,�f","_', _ ,- ,­1 S, `­�,-, I, 11 1; , I-*I e,I r 0 REQUIRED � , � \ ,�P Vp",`3��,z 1I,7 ,A.'I �\� � 'e, , -`\ _� , N1, , , _. , I ;,"'.. t4 I, � -17', I I V,""o `.T�,"i le -.11 "',_ ,,�,I" I" I � , Y",�, - , , -7- � �,I`� , ­ -, � ,111�11�., i " - �,- ' ' , 14 I , s"J'I'II. ,,, -"�,_- ,fl'��P_Wlo,,T,­, " I ­ , -'k V 1 ; , , `�,.�*F i"."�,, �" I . . ,C I(% �- ,--- ­i� �, " , : " '-T1 �-,� ­1,4r, - . '' I �", I I 'A"A'. � ,� ;r,., I , I xv� -,­ `��,� *�, " " , 11";,1, ,wl,, ". ,�'Izt , " �� -­_­ _­_­_,_�­ r1T,T""`"`-"­­­. ­­�­__ MIN.LOT SIZE 20,000 SQ.FT. 294,202 SQ.FT. 294,202 SQ.FT X1,,, ,- , .." - .. -,,," I " ', I - .�,�,�ivj� ,�, ­ ,,,, � � F I" �J� :. , ,- �--,. ... I I 11 'N 'Jil I � _7 , - - X ,, r ,,­��rl �� I ,_,j,;r'I_ ji�', , �� I I I ,�� ,,, -­,, 1, ;1 , " " �'., , , -� I , Ir ., 1;1� ,� 1. . I . ,It "'�,'* ., I I I -,� _�' ,,,��.Ifik;� "t :�-f , I ,.�- I 1 12 I IMMIN , ,__ I I- N 'M' t � � ' ' . 'N 0 , �, � _� I . � I , V, � -, , "I , 1",,I% f,��1�-,, -1�.1, '?- ',,�� I,- I -1 ", ,��rer�i`­:,�-"�, ­, " ,�n v &,� I.-" :,t, ,� ,�, ,,�, ­ ,­,,,, ­�. ,-, ­ 1 MIN.LOT WIDTH 60' 190.66' 190.66' , I "", I ,�, I ,V � - -"��­,� ""! �, ,',,t,Y,.I,, :, k -,�I,e, � � , ..c, , ,�,- -1, , ­ I VII I 11� I J­11 " � I. a: 1. �� , , " , I I,­k!,,, . 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" I . ,t7. % ,�� , " .'"; - I � I �,,4, ,I, ,�` �-" 4j 1)�11 ,,,", A. , !, ,,, ��itt I .,, � '. I ­, - "I* - 4,Ic,.�,,,",N, 0�jr "r I " ` kT1 :1,�"il�, ,_;. ,..,I� ­,�",!` � 25' ,, � , ",'.�".�;,�o­,, ,�,� ,,� , t "N I ;5. �1' S� MIN.BOTH SIDE YARDS 80.66' 80.66! . I �_, �� $0 �1141 S? I . _ I ill 1� �i, ­,f , �L,s;�,,� " MIN.REAR YARD 25' 153.83' 153.83' . .. ,�,,,,,,.� _- q�� - , , -- -, ­��,k, ,;1, , , ��,. ��, :*:�"",,,�, )�,,`, , Li '1�: I"" � " _� ,;V, , �'f, , , - I ,�- i �4".;,,,,,,,i�,.,,%q � ,,',� " . I M�. I .I ­ " ,I, 11 ,.:e. - Vr g'�,� �,�- � "j" ­,-�;� ­�,,e V 4�. f I ,_%_ c�� , �, ­ I'' " '.� , , I i I�, ,_ ",� �, . � I I� �­. �� , ,� ��,, 11 , , t,% �') - 1'*�,I "', �,� _: I , '0 "�. "!i k 1.1r," t ,!,"A' , I ,�.,� , 4,­':?d,� 144 __ X ,Ii, I, , I .1 " 'i, � 1� 11 ol�' ­_'4",��', ': ��,114"'' - , , I - , I . �. 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" , 0 , �" y 2 STORIES 2 STORIES I I I I\I I'. *� V ­ � ,;4-�, 1­ �1'1 14 I, �`,,f I,, , , � y* I , ,"-,�,",�, i . ,��5'4,' ) '��0,1­ I, , , ,' MAX.NUMBER OF STORIES 2 STORIES 11 �',i I V,,_,, ­ �i­ � ­1'1­�f �Y�k, , I 4��.,�� I S* , ,. ,,� k)F NE41 0 _ , , , 111"�,,,&,­K� ,,T�N, � ­11 : \ < � , Al , , I , _�, , �Z._"� `,' 6\ _1 P , ,�',� � I ,�'_O, . U , ��, "I ­�- .111' " 1111­11 1 6 1 \1 1'� .11 11.,��', I I, I '0 11 MIN.BUFFER AREA ALL YARDS 15' - ��N�V,11 11 I In - �, �;, , �,-&JI,I " -,*-,�- ��',;'-4 I'm T'r', '',�t"�i, �,,, " , ,,,�t" `�_ - MAXIMUM HEIGHT 35' 11 "� I , . I ""��,' ­1 ,N: ,4", , .t­t �,,,,,,��,,,�1.,�, � !�,,�,` e � I I II�4 ,% , , _ 1k * ,.4z , ,,��_- - ;:,, " , I I F ` ,�,,`,�,-�% I , -0 , I ;%, � " 1 58.62% - I i-ri� '��714"T, I � ,ft � -,-- Vk,,�,,�,,,.,,- � "f� , � 1� ,I , � b�. 25% . � ':"'_ 'Or. 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SURVEY PREPARED BY JOHN MINTO SURVEYOR,93 SMITHTOWN BOULEVARD,SMITHTOWN,NY ow Unauthorized alteration or addition :�M z� W I DATED:MARCH 28,2006-LAST UPDATED:JULY 6,2015 NYSDOT CASE NUMBER 97500 to this drawing and related documents AVG1601 =1 �F-, I- is a violat n of Section 7209 � .� ", ­­­­__­,­_­r " ,� I aw--,-4-1 1 ,I . `I I a - I , = - I I I FI - I r""""% A0"""""""""` ..111111111111111111""*� I . z�, - If,e_11�'\ --�6 -_...': - ,, "" 0 P_r i I i VI /0" ( I U -, I" , , , , ,­1 * "' ____� -'j! - �"- -7 go�� I 1 14P, 1-J.;�i"..' � ,=�_�, .- 1z Ic ��A; I , 'I � I ,-I- -11 ," I I ", '"- , - , ���__� , I ""' ", (" -_1?_1 , �/__ ', ­f 1/1', "11�1�If � 11 I_ I - I.. � "j� � \ ""I ) ,V N 0 0 . ofthe ew York State Education Law 0 . 0 8 I �: C, 0 . -': -- - - ,�.�•� . n. i 1 ' 499 , L, 77 i I , Existing Proposed Notes FExisting Proposed IFNotes Existing Proposed Notes Existing Proposed Notes Political and Property Boundaries Topographic Features Utility Features TJ 6"RD PROPERTY LINE;RIGHT-OF-WAY LINE 14 — — 14 MINOR CONTOURS ----------- - .. RD ------ --- ROOF DRAINAGE BC BC BOTTOM OF CURB 15"D 15'D ----- INTERIOR PROPERTY LINE 20 --.... 20 MAJOR CONTOURS DRAINAGE BW BW BOTTOM OF WALL Strategic Environmental and Engineering Sol -——————- --——————- BUILDING SETBACK LINE - — —— — — —- RIDGELINE - -----~- UD --------.--- - UD UNDERDRAINAGE RIDGELINE CATV CAN CABLE TELEVISION ----- -------- - - ------- -- EASEMENT TOP OF SLOPE FD FD FRENCH DRAINAGE g g• g UtIO11S T0P OF SLOPE CB CB CATCH BASIN WETLAND FLAGGING BOTTOM OF SLOPE .................... 6"S _.-_..____.__.._._.. 6"S SANITARY SEWERAGE • BOTTOM OF SLOPE CO CO CLEANOUT e >. -- LIMITS OF CONSTRUCTIONIDISTURBANCE FM FM FORCE MAIN EL.123,45 + EL.123.45 EL.123.45 + EL.123.45 SPOT ELEVATION D D DRAINAGE • • -- - - - - — MATCHLINE ..............................W..........................._................ 12"W WATER MAIN TC 1.23,45 TC 123.45 TOP and BOTTOM of CURB ELEVATION DMH DMH DRAINAGE MANHOLE 630 Johnson Avenue. . Suite 7 BC 122.95 BC 122.95 2"DVS' 2"DW DOMESTIC WATER SERVICE Bohemia . NY . 11716-2618 Curb and Pavement � � DW DW DRYWELL - ---- -6"FP ...........----•---..... 6"FP FIRE PROTECTION SERVICE Phone: (631) 589-6353 . Fax: (631) 589-8705 CONCRETE CURB TO BE REMOVED BtV 113,45 45 BW 113.453.45 G G NATURAL GAS ELECTRIC BOX TW 123 TW 1 TOP and BOTTOM of WALL ELEVATION EBX EBX E-mail: INFO@ PWGROSS E R.CO M , CONCRETE CURB _._.._.. QE ..._.................................. OE OVERHEAD WIRE EMi l EMH ELECTRIC MANHOLE CONSULTANTS -- - - - -�� - PAVEMENT TO BE REMOVED Drainage Elements E E ELECTRIC POWERLINE EX EX EXISTING EDGE OF PAVEMENT EXDW A-1 DW A-1 -------- T ------------------- T TELECOMMUNICATION FA FA FIRE ALARM DRAINAGE STRUCTURE LABEL RIM 13 RIM 13 FD FD FOC FOC FIBER OPTIC CABLE FRENCH DRAIN --——————- SAWCUT LINE INV 130.43,43(N) INV 130.43.43(N) �T NEW PAVEMENT � - TRENCH DRAIN ......----------CATV------------------ CATV CABLE TELEVISION FM FM FORCE MAIN FA FA FIRE ALARM FOC FOC FIBER OPITIC CABLE HEAVY DUTY PAVEMENT ....................................� TRAFFIC WIRING FP FP ....................................... DRAINAGE MANHOLE with GRATE INLET FIRE PROTECTION SERVICE H 1' l FIRE HYDRANT G G GAS Building and Elements "' 0 DMH ® O DRAINAGE MANHOLE with SOLID COVER 0 WV "N GV GV GAS VALVE N WATER VALVEGV HYD HYD HYDRANT BUILDING TO BE REMOVED L I ❑j �� ® jT] a CB CATCH BASIN with CURB INLET 0 GV DQ GAS VALVE ICV ICV IRRIGATION CONTROL VALVE 11` L 1 LI�J 3�ar:il EM H ���;•// ��� // f�����������/ BUILDING /-"�,, r' O ELECTRIC MANHOLE INV INV INVERT 0 0 DRYWELL with GRATE INLET �1 -o- UTILITY POLE LA LA LANDSCAPE f- - - - - - - -1 _ r' LP LP LIGHT POLE CONCRETE TO BE REMOVED ;; LP LIGHT POLE L- - - - - - - J MON MON MONUMENT ORD ORD ROOF DRAIN CONCRETE and CONCRETE WALK j ® ® DRYWELL with SOLID COVER OHW OHW OVERHEAD WIRE l P ` P O POST - RD RD ROOF DRAIN SIGN a ENT ® CHID BUILDING ENTRANCE and OVERHEAD DOOR /^ r'- IPF IPF IRON PIPE RIM RIM RIM ELEVATION <<a 0 0 DRYWELL with BURIED CONCRETE COVER S S SANITARY 1 SEWER O BOLLARD PROTECTION \ \ votd ® MON CONCRETE MONUMENT SMH SMH SANITARY 1 SEWER MANHOLE CIRF O CIRF SPK SPK SPRINKLER HEAD Fence and Pro ert Features ❑1 ❑ ® I R F OIRF CAPPED IRON ROD T T p Y � _/ DRYWELL with CURB INLET � O TELEPHONE IRON ROD x CHAIN LINK FENCE _. CIRS CIRS TC TC TOP OF CURB ,c_? CAPPED IRON ROD SET . . ._fl...____..._.._....0......._........_._..D.......................... STOCKADE FENCE TMH TMH TELEPHONE MANHOLE -C o C_ FENCE(OTHER) D 20 SOIL BORING TRANS TRANS TRANSFORMER — RETAINING WALL Sanitary Sewer Facilities (,P-20 (�0TSB TSB TMH O TMH TELEPHONE MANHOLE TRAFFIC SIGNAL BOX TREE LINE EXLP A-1......... LP A-1 SANITARY SEWER STRUCTURE LABEL TSP TSP TRAFFIC SIGNAL POLE RIM 135.43 \ RIM 135.43 n TP ❑ TP TELEPHONE PEDESTAL --------------- - ----------------- - - - EDGE of WATER LINE I HIGH WATER INV 130.43(N) INV 130.43(N) TW TW TOP OF WALL J00t C CO ❑ TRANS ❑ TRANS TRANSFORMER UD UD UNDER DRAINAGE ill ��C•� I] CLEAN OUT 0 TSP O TSP TRAFFIC SIGNAL POLE W W WATER 12 IREVD.&ISSUED FOR BUILDING PERMIT 05/24/2024 ❑TS13 ❑TSB TRAFFIC SIGNAL BOX WV WV WATERVALVE 11 REV D.&ISSUED FOR BUILDING PERMIT 03/22/2024 �/ ® O SANITARY SEWER MANHOLE VIF 10 ISSUED FOR BID 02/07/2024 SMHn EBX EBX 13 ELECTRIC BOX VERIFY IN FIELD 9 ISSUED FOR PERMIT 01/11/2024 8 REVISED PER NYSDOT COMMENTS 02/03/2023 7 REVISED PER TOWN COMMENTS 12/21/2022 C} ICV O ICV IRRIGATION CONTROL VALVE 6 REVISED PER TOWN COMMENTS 11/23/2022 5 REVISED PER NYSDOT COMMENTS 09/15/2022 LEACHINGPOOLWCOVERTOGRADE r OSPK SPRINKERHEAD 4 REVISED PER TOWN COMMENTS 02/15/2022 O PK 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date SEPTIC TANK with COVERS TO GRADE 11` Designed By Date Submitted TC 01/20/17 Drawn By Date Created TC/LT 08/23/16 GREASE TRAP with COVERS TO GRADE Approved By BG Scale AS SHOWN Client THE ENCLAVES 56655 ROUTE 25 LEACHING POOL with BURIED CONC.COVER SOUTHOLD NY Project SEPTIC TANK with BURIED CONC.COVER �=� r SITE PLAN Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Mlap Number: Contract Number: 1000-63-3-15 Regulatory Reference Number: Title of Drawing i SITE PLAN LEGEND W Drawing Number: ��-OF NEW Y PNOREW �0 N 71 W r �m a Sheet of 4 N `rF 0925 3 2 24 Or ESS'O PWGC Project Number: ui iu Unauthorized drawing alteration delted documents AVG 16 01 Z to this drawing and related documents J F NYSDOT CASE NUMBER 97500 is a violation of Section7209 o of the New York State Education Law o a LAND NO"N OR FORMERLY OF 0 TOWN HARBOR i ANTHONY FORGION ful S.C3,M, NO, 1000-63-03-417.3 Lu -r LANDINIO W OR FORMERLYLANE OF UTILITY POLE (Ir,',,PROVED,CONNECTED TO PLIGLIC WATER) VALERIE M. SCOPAZ LAND NOW OR FOPM.ERLY OF S.C.T.1,1. NO, 1000-63-013-13 PROPOSED C_ 0 PROPERTYLINE VINCENT DOLOMITE&ILEANA DOLOMITE 0 r— (1) ::) Z_ (IMPROVED, COiNNIECTED TO PUBLIC WATER) BOX S.C.T.M. NO. 1000-63-03-17A �� � N . REMOVE • I PROPOSED PERVIOUS PROPOSED65' (IMPROVED,CONNECTED TO PUBLIC WATER) EXISTING C) t-11 RESTAURANT PARKING HIGH STOCKADE FENCE WOOD POSTS (GRASS) FENCE iB 0) C) 7- WITH NETTING LINE OF EXISTING I__ RELOCATE EXISTING I LINE EXISTING I STORY FRAME PROPOSED 6.5'HIGH PROPOSED DRIVEWAY TO BE SHED TO BE RENOVATED AND Strategic Environmental and Engineering Solutions HIGH STOCKADE STORY FRAME REMOVED EMOVED INCORPORATED INTO MAIN DEN STOCKADE FENCE FENCE k, GARAGE TO REMAIN ING PROPOSED FIRE 00 O=WOODEN COUSTI EXISTING PROPOSED 6.5'HIGH STRUCTURE REMEXISTOVE WIA C B RRIER PR FENCE STOCKADE FENCE FENCE S07 310.00' HYDRANT ---- I rr U *44'40"E 2l3 29 622.78' SIGN 30 S07*38'10"E i T"T EXISTING WELL TO 1 630 Johnson Avenue. Suite 7 ...... ........ NEW PROPOSED BEREMAINEDAND ............. DRIVEWAY <_ REPURPOSED AS Bohemia . NY . 11716-2618 .... ....... ............ ..... L OOkW IRRIGATION WELL C) C14 Phone: (631) 589-6353 Fax: (631) 589-8705 AMR r U U 0 U Z3 Y, Ulf I I .... ............ 0 'D - - - - - - - - EXISTING TO BE._ CD 0 C F 0 fro REMOVED I I 0 CONSULTANTS U) I G TO 2 STORY >- cbl F @ STRUCTURE TO REMAIN 0 • PROPOSED RESTAURANT SIGN PROPOSED EVENT RM. ...... ARB GE W/BASE—N. cb (NO BASEMENT) AREA SEATS 4,472 SF go --------- 27.5 0 ll 3, 0 z n L __,>--------I -PROPOSED ADDITION To S2 EXISTING STRUCTURE 0 ) 2 W Lu UO 491 SF z z 0- 'LLJ i < WALKWAY C) _J _J PROPOSEDPE 0 CD SIGN ........... I i" 'I-- 0 0 8 PROPOSED HOTEL I , 11 .. EX PERVIOUS z z UUUUOL66, , , Doc.'on, RE[STING TO BE RESTAURANT PARKING 4 Z) Z) , - k TWO(2)STORIES W1 BASEMENT ,-, 1� slate 00 44 HOTEL UNITS oaU0.aQ11U4 1 .11­.1­1­­­­­­ RA5S MOVED (GRASS) U) 75' U U 0 0 K (INCLUDES 4 COTTAGES) ?no J-4- 50, S-IT. 25' fn 0 26,272 SF PROPOSED _z, 27-, U) U) .... .... .... WOODEN STOCKADE FF EL 32.0' uJ < 1 0. rj FENCE W1 _J Lu a 0 _eARRIER I h. LAWN SCULPTURE- GRADE EL.30.5' 0 GARDEN PROPOSED A- NEW PROPOgRPRIVEWAY L) z ❑ AND PARKING => 0 El -7-7T o SEWAGE O*• COTT LL T RP! TREATMENT PLANT CHESS BOARD C . ........ ------ IV/\i Doc CONTROL BUILDING 8 L CAJ loan W 100r_ Tw:3 3 P-'TW:306 n n PF OSED PA KING q 'inn' SHED x7n — P====4 DE=ATIVE inn, '201N DCV _jLJ1BW:2 PCND AREA p3l 0 n 1 __N04.45 PROPOSE 0 T RPZ LOCATION L Doc COTTAGE 2 3 k ��2 2 PROPOSED 6.6 HIGH 669 SF PROPOSED 2.5'Has ae e� as as as 0a ­u TUB Cl) WOODEN -a RETAINING WALL Duo 0 CD U 1000 FF EL.32.0' 0 l STOCKADE FENCE W .25 13 loon L�­_: CL jn DIM C� G: LAND NOW OR FORMERLY OF LL V) COTTAGE 3 r nor, CD POOL AREA 0 669 SF 0 000 EUGEN TOMASIC&MIRELLA TOMASIC 0 11411, 0- joo. ilo.. I SIGN 0 S.C.T.M. NO. 1000-63-03-14 0 TOP EL.27.15' TUB i u ,a 0 7'� 10 in UOL Lu cb W 0 (n loon 0 "no cr- pp PLAY COURTS (IMPROVED,CONNECTED TO PUBLIC WATER) I D Q 1� \ In 0nn 4 0 OT n loon U B9\ PP PP Pq PP M a. r Q_ IG B o loon COTTAGE 4 0 BW,27.25 BW:27.25 r in 00 UX U3 H TW:30.5 RAMP— —RAMP z r l co n 22 LA16 PROPOSED T 669 SF TW:30.5 0 r z 0 t-A BANKED LAND BANKED M LIRR LOCUST LANE PARKING 10 00 WALKWAY ..... coono ..........on PROPERTY n... rov Ono"'O."no GRASS PAVED WALKWAY on AREA 0 LINE W---PROPOSED FIRE HYDRANT uL co loon 11�J DIJ U ls,u uuwu V n cia r.noono­i non 'n,on CL 6, n RASS V Ng E71 ,n"� ! LAND NOW OR FORMERLY OF I (12) 2 NEW PROPOSED DRIVEWAY GARBAGE JANETL. RYAN a AREA 34 S.C.T.M. NO. 1000-63-03-13 SIGN PROPOSED PARKING ARkA C> (IMPROVED,CONNECTED TO PUBLIC WATER) Co., rn oci000t{ 00 17 REVD.&ISSUED FOR BUILDING PERMIT 05/24/2024 o Do D u 4 30 I U U UM I GRASS PAVERS 6o n., 15 ISSUED FOR BID 02/07/2024 co 14 ISSUED FOR PERMIT 01/11/2024 16 REVID&ISSUED FOR BUILDING PERMIT 03/22/202 27 .. .............. .. ......... . .. ......... ............. 13 IREVISED PER CLIENT'S REQUEST 01/04/2024 C0 co ..... ..... 12 REVISED PER CLIENT'S REQUEST 10/2912023 11 REVISED PER NYSDOT COMMENTS 02/03/2023 N05'k'50-W ------- 13- 10 REVISED PER TOWN COMMENTS 616.57' i 12/21/2022 PROPOSED 6.5'HIGH LL" 9 REVISED PER TOWN COMMENTS 12/05/2022 WOODEN 8 REVISED PER TOWN COMMENTS 11/23/2022 STOCKADE FENCE 24 7 REVISED PER NYSDOT COMMENTS 09/15/2022 6 REVISED PER TOWN COMMENTS 02/1512022 5 ADDRESSED FEIS COMMENTS 05/11/2021 0 LAND NOW OR FORMERLY OF 4 REVISED PER CLIENT'S REQUEST 02/18/2021 CHARLES W.WITZKE 2 3 ADDRESSED COMMENTS DATED 12/9/19 104/08/2020 ------ S.C.T.M. NO. 1000-63-03-28.1 2 ADDRESSED DEIS COMMENTS 107/17/2019 N05*30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) 1 REV.TO 44 ROOMS-UPDATE UTILITIES 104/11/2017 51.34' NOTE: Number Revision Description Revision Date PROPOSED SITE PLAN LAND NOW OR FORMERLY OF ALL CURBS ON SITE TO BE MOUNTABLE CURBS UNLESS OTHERWISE NOTED. Designed By Date Submitted SCALE: 1 40' PILLES REALTY HOLDING LLC Drawn By TC Date Created 01/20/17 0 40 80 TQLT 08/23/16 Approved By Scale if BG AS SHOWN Client SCALE: 1 40' THE ENCLAVES 56655 ROUTE 25 11'-011 -011 lvna 11-4-d 1"VIM24 1W _J q 11L -9 IL A a 1—majiq (Cnl Mid I !M: bf 11 IN C SOUTHOLD, NY RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED Project 74 SEATS/3 24.6 SPACES(1ADA INC.) 38 SPACES(2 ADA INC.) ITEM DESCRIPTION TOTAL OR 1 PER 100 SF FLOOR AREA 3,806 SF=38 SPACES(2 ADA INC.) 38 SPACES(2 ADA INC.) PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE SIGN SIGNS OR MUTCD 2009 ED. SIZE OF SIGN SIGN SIGNS OR MUTCD 2009 ED. SIZE OF SIGN 680.0101 CONCRETE SIDEWALK 901 SF TOTAL RESTAURANT PROVIDED:27 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:38 TOTAL DESIGNATION SYMBOL PLAQUES SECTION NO. CONVENTIONAL DESIGNATION SYMBOL PLAQUES SECTION NO. CONVENTIONAL SITE PLAN HANDICAPPED ACCESSIBLE PARKING ROAD ROAD HOTEL PARKING SPACES REQUIRED SPACES PROVIDED WITH VAN-ACCESSIBLE PARKING R7 NO PARKING 3'-01' 610.1402 TOPSOIL ROADSIDE 910 SF 1/UNIT-44 UNITS 44 SPACES(2 ADA) 60 SPACES(4 ADA INC.) 12"x18" R4-7A KEEP RIGHT 24"00" OR 12U TYP. Project Address: 1/EMPLOYYEE(12)+1/UNIT(44) 56 SPACES(2 ADA,INC.) 60 SPACES(4 ADA) i RE$ E I TURF ESTABLISHMINT- 96'MIN 96'MIN�— R7-8 PARKING ADA PARKING 12"x`18" 610.1601 910 SF 56655 ROUTE 25 TOTAL HOTEL PARKING PROVIDED:60 PAVED SPACES(4 ADA IIIC.)60 TOTAL 66'�MIN STRIPING AT HYDRANT ROADSIDE R4-8A KEEP RIGHT 24"x30" SOUTHOLD 00, 2 TYPE 1 CURB RAMP SUFFOLK COUNTY, NEW YORK r VAN 608.01050009 4 TOTAL SITE REQUIRED:38 RESTAURANT+56 HOTEL= 94 PARKING SPACES R7-8b ACCESSIBLE VAN ACCESSIBLE 18"x9' PA No I County Tax Map Number: Contract Number. ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING PARKING NO PARKING 12"x18" TOTAL SITE PROVIDED:38 RESTAURANT+60 HOTEL=98 TOTAL PARKING SPACES FIRE DETECTABLE 1000-63-3-15 *PROVIDED OVERFLOW:34 HOTEL PAVED 22 LANDBANKED WITH VAN-ACCESSIBLE PARKING PAINTED LANE FIRE LANE 608.21000003 WARNING E 4 Regulatory Reference Number ==> => DIRECTIONAL NOTES: STRIPS Tile of Dr ng: ARROW COLOR-WHITE P 1132" A. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE STATE PERMIT ENGINEERREGARDING THE APPROPRIATE LOCATION FOR SNOW SLEEVES. MIN160 A j)t - I I - . I - I. AFTER CONSTRUCTION,SIDEWALKS,AND REMPS MUST BE EVALUATED FOR COMPLIANCE WITH CURRENT ADA STANDARDS. THE PERMITTEE OR HIS DESIGNATED'DESIGNER OF RECORD"SHALL FIELD VERIFY VAN R1-1 STOP 213.05 30"00" THAT THE PEDESTRIAN FEATURES(RAMPS,SIDEWALK,ETC)WERE CONSTRUCTED TO CURRENT ADA STANDARDS OUTLINED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD SHEETS. SUBMIT 7 0 REQUIRED DOCUMENTATION TO THE STATE PERMIT ENGINEER BEFORE THE WORK CAN BE ACCEPTED AS COMPLETE AND THE PERMIT BE CLOSED. THE FEATURES THAT DO NOT COMPLY WITH ADA PROPOSED SITE REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND RECONSTRUCTION. STANDARD PARKING SPACES B. THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT TO THE SITE FRONTAGE DURNING AND AFTER CONSTRUCTIN AS ORDERED BY THE STATE ENGINEER. M A ACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKING R3-1 B7r,;­� NO RIGHT TURN 24"x24" C. ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN�LIP OR CRACK OVER J"WIDE SHALL BE REPLACED TO MEET ADA REQUIREMENTS. TFXIAFFIC CONTROL 2 TOTAL PARKING MINIMUM NUMBER W D. RUNNING SLOPE OF THE DRIVEWAY WITHIN THE RIGHT OF WAY SHALL NOT EXCEED 6%. E. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. IN LOT OF ACCESSIBLE SPACES F. CONSTRUCTION MEATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT THE END OF EACH WORKDAY. MATERIALS ALLOWED TO REMAIN ON-SITE MST BE STORED OUTSIDE THE AND PARKING PLAN 1 TO 25 1 9'MIN. VEHICLE CLEAR ZONE. 26 TO 50 2 R5- DO NOT ENTER WNW" G. REMOVAL OF THE EXISTING CONCRETE CURB SHOULD BE DONE FROM THE BACK SIDE TO MINIMIZE ANY DAMAGE TO THE EXISTING PAVEMENT. THIS INVOLVES PULLING THE CURB OUT FROM THE BACK AND 3 1 —1 51 TO 75 FS POURING NEW CURB UP AGAINST THE EXISTING PAVEMENT. 76 TO 100 4 4 \il H. ALL NEW OR RELOCATED SUGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. Drawing Number. 0 101 TO 150 5 Au I. PAVEMENT RESTORATION SHALL BE IN KIND. COMPOSITE PAVEMENT RESTORATION SHALL BE TAKEN TO EXISTING LONGITUDINAL JOINT. IF ANY DAMAGE OCCURS TO THE CONCRETE PANELS,THE CONTRACTOR NE g/'I,, < 151 TO 200 6 GRASS PAVED PARKING SPACES NYR3-14 ALL TRAFFIC 24"00" WILL BE RESPONSIBLE TO REPLACE THE WHOLE PANEL. 201 TO 300 7 J. LABEL MINIMUM WIDTH OF ASPHALT RESTORATION TO BE 4'FOR PROPER COMPACTION. ADD IFT OVERCUT FOR THE TOP COURSE. K. ALL COLD JOINTS TO BE SEALED WITH HOT-APPLIED SEALANT. 0 L. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. HOTEL RESTAURANT R6-5P ROUND ABOUT WNW" M. COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CURRENT REGIONAL PAVEMENT REPAIR GUIDE SHEETS. 60 ON SITE PAVED PARKING STALL PROVIDED 27 ON SITE PAVED PARKING STALL PROVIDED N. THE THICKNESS OF CURB RAMPS SHOULD BE A MINIMUM WAND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3'OF TOP COVER. THE RAMPS SHALL HAVE A LEVEL 5'x5'LANDING IN THE SIDEWALK. 3 STALLS ADA COMPLIANT PARKING STALLS 1 STALLS ADA COMPLIANT PARKING STALLS 0. THE CURB RAMPS SHALL BE ORIENTED TO DIRECT PEDESTRIANS STRAIGHT TO THE DESTINATION RAMP ACROSS THE DRIVEWAY/STREET. Sheet of 1 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL P. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS. FOLLOW THE GUIDELINES OF OUR UTILITY HANDBOOK,BLUE 092523 E EO ENTER I ENTER ONLY 18"x18" BOOK TITLED,'TEQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'. THE APPLICANT SHOULD CONTACT MR,DIEGO 3 24 i-.r 9. Z, ONLY AUCACAMA RIVERA(631-727-1731,DIEGO.AUCACAMA@DOT.NY.GOV)FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK PERMIT(HWP)APPLICATIONS. PLEASE NOTE;THE UTILITY HWP ISSUANCE IS PWGC Project Number ry EXISTING WELL To nmn SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. ss� Q. ALL PROPOSED ROAD IMPORVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AASHTO,ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL WITH THE NYS Unauthorized alteration or addition z SUPPLEMENT(MUTCD),NYSDOT HIGHWAY DESIGN MANUAL AND THE POLICY AND STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS('DRIVEWAY DESIGN POLICY). ROAD IMPROVEMENT PLANS NYSDOT CASE NUMBER 97500 to this drawing and related documents AVG1601 14za ! Is 0 violation of Section 7209 ;z MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS. Of the New York State Education Low Strategic Environmental and Engineering Solutions 630 Johnson Avenue. • Suite 7 Bohemia • NY . 11716-2618 Phone: (631) 589-6353 • Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS r® • PROPOSED HOTEL TWO(2)STORIES W/BASEMENT enn�annnr nand❑nna❑nnn❑r.❑oan❑nnna 44 HOTEL UNITS • .�❑aaaaaaa (INCLUDES 4 COTTAGES) nqa❑a❑n p 26,272 SF naona • ?o;7n FF EL.32.0' n 7 • u GS ;U� I COTTAGE - � . ; •�I' �r fin: c u ¢ o 669SF I -- z z ® n]Q. van > o nn an Y f "no P LCA ANA c nnn OUTSIDE SWEPT PATH _ DECORATIVE o l a o°o a E O O O O POND c n n o a Q a n❑ I PATH OF FRONT WHEEL • COTTAGE2 a 4 I uuu 90 669SF i as as a� B8 88 8B INSIDE SWEPT PATH FF EL.32.0' d ❑n❑ 8 0� ❑ k n nnn E L" J ;n .4 n .non 1:4 ❑ q C. 4 nnn o n ❑an C6 COTTAGES • '°' r' }°°° I ° o ® 669SF ❑ JN na n u s I ann a a �❑iq u n❑a 1 t, loco ova Joan 24.50 - ior. r� �nnnn v 4.Oft ' - .]n .d r, .nnn 30.Oft 2 • _.. m �8 �p BB m 88 B� o11, f: ❑ nnn r • COTTAGE 4 — Y s u °°A° N 4.00 15.50 STEERING LOCK ANGLE=31.1 deg. 669SF E uo Stretch Limousine 15.5ft ACHIEVED STEERING N s s a e a a ANGLE: °o, c 4 • ] u feet 30 deg.SWEEP ANGLE:19.0 deg. r.;•i.,.,unc,nnarar.nanr'""n GRASS PAVED WALKWAY 'rae,nc]:]cin:�nnan:.r.:nnrr:::❑ G r: ]Na • n❑n❑nanatr❑nnoo❑n❑n❑nnnnnnnr. .ca❑aannnaannnnnr.ennna ,e r+ +�u �.....�,„ Width 6.00 60 deg.SWEEP ANGLE:26.2 deg. --PROPOSED FIRE HYDRANT u a, e n Track 6.00 - 90 deg.SWEEP ANGLE:29.1 deg. 5.+:"r•rW - y/ ❑ ° ;o o a ° Lock to Lock Time 6.0 5.0 ft 120 de WEEP ANGLE:30.3 deg. n r.n non Steering Angle 31.1 - 150 9 S SWEEP ANGLE:30.8 g �, �. •�na:,nnanricr.:nnnrRftSS AVERSnncrcnnnnnnnnnn.nrann I I6.OftI deg.SINE deg. l n r,a 180 deg.SWEEP ANGLE:31.0 deg. ,s I ¢, a V I D nf �I An:nennr � Stretch Limousine In na r_n r c ARCHITECTURAL onnn:nc:n • nor.•nr. cannnnnnnn nnar.:or.:c nnnn • .uonnnnnnnr.r.:cnnonnnnn onnnn r.:a c r. GRASS PAVERS nnr.:nnc, ----I o CC) (s)zo?a rrasa"n sown"ns,Inc.All rights reserved. 14 _. _ __- _.__...._ R BUILDING PERMIT 05/24/2024 � 13 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 .._.... .............. 0 12 ISSUED FOR BID 02/07/2024 - ---0 - ----O--a--a--°--sr--a----a---o- ° °---°-0-- ---n—a- ° o--.:—a--a--a--a—c---o- ---¢—° -a---o0--13---0-0--u- o--Q---a—o--o----°—o--O---°�--0----°--°--a—O- "---t 11 ISSUE FOR PERMIT 01/11/2024 N05°30'50"W 616.57' ! 10 (REVISED PER CLIENT'S REQUEST 01/04/2024 PROPOSED 6.5'HIGH 9 REVISED PER CLIENT'S REQUEST 10/29/2023 WOODEN 8 REVISED PER NYSDOT COMMENTS 02/03/2023 STOCKADEFENCE 7 IREVISED PER TOWN COMMENTS 2/21/2022 6 IREVISED PER TOWN COMMENTS 1/23/2022 5 REVISED PER NYSDOT COMMENTS 09/16/2022 LAND NOW OR FORMERLY of PROPOSED TRAFFIC CIRCULATION PLAN 4 REVISED PER TOWN COMMENTS 02/15/2022 CHARLES W.WITZKE PROPOSED STRETCH ETCH LIMOUSINE 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 S.C.T.M. NO. 1000-63-03-28.1 2 ADDRESSED DEIS COMMENTS 07/17/2019 DROVED,CONNECTED TO PUBLIC WATER) 1 (REV.TO 44 ROOMS-UPDATE UTILITIES 04/11 STRETCH LIMOUSINE DETAILS Revision Number Revision Descr�pbon Revision Date SCALE: 1" = 40' SCALE: NOT TO SCALE Designed By Date Submitted TC 01/20/17 0 "4 0 80 Drawn By Dale Created walim TQLT 08/23/16 SCALE: 1" - 40' Approved By BG Scale AS SHOWN Client THE ENCLAVES NOTES: 56655 ROUTE 25 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 SOUTHOLD, NY LBS. Project 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. 6" FINISHED 3" SITE PLAN GRADE 1" 5" "SOD"PLANTING LEVEL 2" + 3" PROEMENT HDPE GRASS PAVER INSIDE CELLS 5/8" ACTUAL FINISHED GRADE 18" L4\ SOIL FILL LEVEL INSIDE PAVER DWORKAFTER HEAVY WATER DOWN. ProjegAddress: GRI // / 6 56655 ROUTE 25 #5 BAR J THIS IS THE ACTUAL"SOD"PLANTING (CONTINUOUS) LEVEL. SOUTHOLD HEAVY VEHICLE SUB-BASE, SAND OR SANDY LOAM SUFFiOLK COUNTY, NEW YORK R-1' 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK County Tax Map Number. 1000-63-3-15 Contract Number: - - — I�8" I GRASS PAVER DETAIL Regulatory Reference Number: CONCRETE TO BE 4,000 PSI @ 28 DAYS OVERFLOW PARKING AREAS Tide of Drawing;: - LOAD CAPACITY AT LEAST 75,000LBS SCALE: NTS FOR EMERGENCY PURPOSES PROPOSED SITE MOUNTABLE CURB DETAIL z SCALE: NTS CIRCULATION in PLAN AND DETAILS Drawing Number: �'`P PNDREw c�o�� W E Sheet of 4 sFOA� 0 925 3 4 24 FESS14 PWGC Project Number: 4 M LD iu Unauthorized alteration or addition < to this drawing and related documents AVG 1601 z w NYSDOT CASE NUMBER 97500 Is a violation of Section7209 IT: o of the New York State Education Law o 3 a a ut Z, L1_ LAND NOW OR FORMERLY OF TOWN HARBOR ANTHONY FORGIONE S.C.T. LANE%k NO. 1000-63-03-17.3 ILI LAND NOI�`,il OR FORMERLY OF C'S UTILITY POLE (0v1PROVED,CONNECTED TO PUBLIC WATER) :C 2 Z5 C > C� V"'LERIE V.SCOPAZ LAND NOW OR FORMERLY OF 0 S.C.T.M. NO. 1000-63-03-16 PROPOSED I— PROPERTY LINE VINCENT DOLOMITE&ILEANA DO'ON11ITLE (n 2�*, BOX win AMR% All"T (IMPROVED,CONNECTED TO PUBLIC WATER) S.C.T.M, NO� 1000-63-03-17.4 REMOVE 3- :) M PROPOSED PERVIOUS PROPOSED 6 5' 0 t-J RESTAURANT PARKING HIGH STOCKADE (Itc'P[-.,OVED,CONNECTED TO PUBLIC WATER) EXISTING CY 50'TURNING RADIUS ;e >_ I,__: W q WOOD POSTS (GRASS) FENCE FENCE n t5 WITH NETTING LINE OF EXISTING PROPOSED 65 RELOCATE EXISTING EXISTING I STORY FRAME M ; i_I...... .7 1-7 VDRIVEWAY TO BE SHED TO BE RENOVATED AND PROPOSED 6.6 HIGH HIGH STOCKADE C16 z STORY FRAME WOODEN REMOVE FENCE 0 EMOVED W=TOBCAKADE FENCE I P GARAGE TO REMAIN INCORPORATED INTO MAIN REMOVE IC RR w EXISTING PROPOSED FIRE BARRIER C) EXISTING U I a -PROPOSED 63HIGH STRUCTURE HYDRANT rn FENCE < STOCKADE FENCr__ FENCE P NYSDOT TYPE 3 Strategic Environmental and Engineering Solutions 01 UJ, 310-00' co CZ of 5 • 0 S07 4'40"E r DRIVEWAY ENTRANCE C, 0_C3 622.78' S07'38'1 O"E BWM o[if ... .............. SIGN 50'TURNING RADIUS L E, LU F. 7 1,1,�(�Ec • • ........ NEW PROPOSE ROPOSED ail DAI n 24"W? stockade fence .......... X 0 ........ DR .. . ............ IRRIGATION WELL 0 04 OkW 20' C1 ERA R W .......... ...... . .... ... CATION 630 Johnson Avenue. Suite 7 EXIST'G. F_ 60'-0' ...... - ruck ............. Bohemia - NY - 11716-2618 0 renal 10 -6353 . Fax: (631) 589-8705 .... REMOVED Phone: (631) 589 __�'SUPERPAVE'WARM MIX ASPHALT R28'- 23' (SEE DETAIL ON DWG.No.702) WIG TO 2 STORY b E-mail: INFO@PWGROSSER.COM J, Z28' (D STRUCTURE TO REMAIN 0 PROPOSED EVENT RM. PROPOSED RESTAURANT _SIGN .......... • + --CONCRETE SIDEWALK 0 .......... AR ENT (NO BASEMENT) WIBASEM cb 3 11 AREA 1 80 SEATS NYSDOT ITEM 680.0101 CONSULTANTS 0 + + 41472 SF ------------- �4_ 0 0 + + R5'-4" PROPOSED -X FRONTYARD 4 Rdl' R6 SETBACK 0 L PROPOSED )7M77LX z 9. 3 RV ❑ EXISTING STRUCTURE 0 0 ILL! W TOPSOIL-ROADSIDE 2' TYP. 491 SF z z NYSDOT ITEM 610.1402 VI C & TURF ESTABLISHMENT-ROADSIDE WA 1,1�14 NYSDOT ITEM 610.1601 1�0 ate LQ. R R2'4'-' 0 PROPOSED PERVIOUS C SIG 0 PROPOSED HOTEL + --- UT z NYSDOT TYPE REMOVED (GRASS) 3DRIVEWAY F TWO(2)STORIES W1 BASEMENT EXISTING TO BE RESTAURANT PARKING -zr ENTRANCE slat� R32'-8" 44 HOTEL UNITS 0 $Z.P. I FE.t b (INCLUDES 4 COTTAGES) R!-7 it r-ft.rl?v m 26,272 SF Door. R11' ... READ R3 FRONTYD U) PROPOSED 63'HIGH ❑DO SE ... IWOODEN STOCKADE FF EL.32.0' �23'4" + + ORE E. LIJ < 50'TURNING RADIUS W I -5- RIO' _E� _++ 0001 P. Vv FENCE W1 ACOUSTIC R23 ARRI R M r, . .... .. ............. GRADE L.305 LAWN/SCULPTURE i - 4 ............. Rif �0;2 ............ GARDEN -0* L) A + 26' NEW PROPOSE DR w -Ac= + 11 = I "- - Q If 1 O • H COTTAGE 1 'a 669 CHESS BOARD RP7 U. 7 N - u- U_ 50'TURNING RADIUS D ...... < )S:D CA AN Ono QUO _25 PARK IC > n M DECORATIVE no N04*4520"W Y 178.00, DCV clo AR POND P4 TW:3K TW:3M I SHED V0oRfaD Lu 010 1 0 n OEO I I COTTAGE 2 a- non HOT 669 SF ;; PROPOSED 6.5'HIGH PROPOSED 25H Hn T TUB DOE' WOODEN --�-Ill RETAINING WALL FF EL.32.0' ... clo EL STOCKADE 725 106'-_I Qoo ODD C� LAND NOW OR FORMERLY OF LL 000 Cl) COTTAGE 3 . I a POOL)REA 669 SF 223'-1" EUGEN TOMASIC&MIRELLA TOMASIC �0 PROPOSED FRONT b n non SIGN TOP El.27.15' YARD SETBACK D S.C.T.M. NO. 1000-63-03-14 0 TUB of PLAY COURTS n (D 0 Inn (IMPROVED,CONNECTED TO PUBLIC WATER) o J Q V) W clo On U lul 0 ic� OT Ll Li 0 G 3 P . I, =t COTTAGE 4 =t H BW BW:27.25 PROPOSED TW:30.5 TW:30.5-RAMP n T 669 SF - PROPOSED %&.XX , i /-RI4 • - =, n 1`3 L ❑ a LIRR �22LAND BANKED LAND BANKED S-1 _0 LOCUST LANE PARKING ...... A GRASS PAVED WALKWAY PROPERTY AREA 0....0........ LINE n• o PROPOSED FIRE HYDRANT R R4' 4:= + R 3' 61 61 61 b. PRO OSEDR + 0 D D:d-V '.9 + LAND NOW OR FORMERLY OF 0. + 9. 1 - -!? '5 TYR R14- GAR13A 3E IJ- T_0" <- NEW ilROPOSEDD AY JANETL.RYAN c1b R4'-6- <AREA SIGN S.C.T.M. NO. 1000-63-03-13 R3 C. PROPOSED FAKKff9U-AEE� (IMPROVED,CONNECTED TO PUBLIC WATER) -zt- R4 R1 no R14'0 F10' TYP 6" ------ UJ 7-5 .._D. ,,....4............. + to ---------- < 17 a + + Do REVID.&ISSUED FOR BUILDING PERMIT 05/24/2024 SEIBPCK R 19-13" w Lu . .. .......... 2 W Fn U) 16 REVD.&ISSUED FOR BUILDING PERMIT 03/2212024 ... ..........- 00 15 ISSUED FOR BID 0207/2024 U) EL . ...... 0 4�11 a--a ...... ..... 14 ISSUED FOR PERMIT 01/11/2024 N05*30'50'W 616.57' 13 REVISED PER CLIENT'S REQUEST 01/04/2024 12 REVISED PER CLIENT'S REQUEST 10129/2023 a PROPOSED 6.6 HIGH WOODEN 11 REVISED PER NYSDOT COMMENTS 02/03/2023 STOCKADEFENCE 10 REVISED PER TOWN COMMENTS 12/21/2022 0101 9 REVISED PER TOWN COMMENTS 12/05/2022 8 REVISED PER TOWN COMMENTS 11/23/2022 LAND NOW OR FORMERLY OF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.WITZKE 6 REVISED PER TOWN COMMENTS 02/15/2022 S.C.T.M. NO. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 N05*30'50'W (IMPROVED,CONNECTED TO PUBLIC WATER) 4 REVISED PER CLIENT'S REQUEST 02/18/2021 r 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 107/17/2019 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 104/11/2017 PROPOSED TRAFFIC CIRCULATION PLAN Number Revision Description Revision Date FIRE TRUCK Designed By Date Submitted "SOD"PLANTING LEVEL TIC 01/20/17 SCALE: 1 40' HDPE GRASS PAVER INSIDE CELLS 5/8" Drawn By TQLT Date.Created 08/23/16 ACTUAL FINISHED GRADE Approved By Scale 0 40 80 .1 w W Client: BG AS SHOWN SOIL FILL LEVEL INSIDE PAVER GRIDWORK AFTER HEAVY WATER DOWN. THE ENCLAVES SCALE: 1 40' THIS IS THE ACTUAL"SOD"PLANTING 6" LEVEL. 56655 ROUTE 25 HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM SOUTHOLD, NY 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES Project: CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK GRASS PAVER DETAIL NOTES: OVERFLOW PARKING AREAS SITE PLAN SCALE: NTS 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. Project Address: 40.1' 6'- 56655 ROUTE 25 7 FINISHED 3. - SOUTHOLD 43' GRADE __�.. T- 5" SUFFOLK COUNTY, NEW YORK PROPOSED AERIAL FIRE TRUCK NOTES: 2' 3- PAVEMENT County Tax Map Number: 1000-63-3-15 Contract Number: Regulatory Reference Number. 1. AERIAL FIRE TRUCK IS 43'X 8.5' 2. 90 DEGREE TURNING RADIUS OF 47.6 FT46° 18" Tide of Drawing: 8.5' 3. ROADS SIZED TO ACCOMMODATE AERIAL FIRE TRUCK MANEUVERS. AERIAL FIRE ABAR TRUCK HAS LARGEST TURNING RADIUS (CONTINUOUS) PROPOSED SITE OF MOST COMMONLY EMPLOYED FIRE R=1' FIGHTING VEHICLES. IL 0 3. STEERING LOCK ANGLE OF 33.30 CIRCULATION 8'---4 4. ACHIEVED STEERING ANGLES: 4.1. 300 SWEEP ANGLE: 19.4° CONCRETE TO BE 4,000 PSI @ 28 DAYS PLAN AND DETAILS 4.2. 600 SWEEP ANGLE: 27.30 LOAD CAPACITY AT LEAST 75,000LBS 4.3. 900 SWEEP ANGLE: 30.7° FOR EMERGENCY PURPOSES 4.4. 1200 SWEEP ANGLE: 32.20 Drawing Number: MOUNTABLE CURB DETAIL 4.5. 1500 SWEEP ANGLE: 32.8' ,� OF NEW < 4.6. 1800 SWEEP ANGLE: 33.1 0 SCALE: /0 C-) 0 71 C -1 02A I Sheet Of PROPOSED FIRE TRUCK DETAILS 4R 0925 3 5 24 SCALE: NOT TO SCALE S 1i PWGC Project Number. Unauthorized alteration or addition < 14 to this drawing and related documents AVG1601 z EXISTING 1 LINE OF NYSDOT CASE NUMBER 97500 is a violation of Section 7209 �w PROPOSED A ST UF (GRASS EXISTING EXISTING IV IS SHED T'T( E DR EWAY TO BE HE E I RE 0 ED INCORPORATED MA N V STRUCTURE UCT GH R 310.00, or-7 pill Of the New York State Education Law U,f C111 LAND NOkA,/OR FORMERLY OF 0>- a:, - - - ANTHONY FORGIONE -1 (,� - ! TOWN HARBOR - r1_1 I S,C.T.P,I, NO. 1000-63-03-17.3 (n C111 LANE LAND NOW 00 FOW..IERLY OF UTILITY POLE (r,1PROVED,CONNECTED TO PUPIL IC WATER) �5 c> 0 (J 5 E, VALERIE N4.SCOPAZ LAND NOW OR FORMERLY OF Z,7 r.) - &C.T.M� NO. 1000-63-03-16 PROPOSED VINCENT DOLOMITE&ILEANA DOLO%,1ITE 6 tc, d PROPERTY LINE (IlklPROVED,CONNECTED TO PUBLIC WATER) BOX S.C.T,M NO. 1000-63-03-17,4 5 PROPOSED PERVIOUS REMOVE PROPOSED 6 5' (IMPROVED,COININECTED TO PUBLIC WATER) EXISTING 0 I'll RESTAURANT PARKING HIGH STOCKADE 7 50'TURNING RADIUS ff z to IQ (GRASS) FENCE FENCE PROPOSED 6.5' 7- 0 r RELOCATE EXISTING 1 EXISTING I STORY FRAME PROPOSED 6.6 HIGH HIGH STOCKADE STORY FRAME SHED TO BE RENOVATED AND WOODEN STOCKADE REMOVE FENCE ---f l­- C,z INCORPORATED INTO MAIN GARAGE TO REMAIN WI ACOUSTIC E FENCE REMOVEEXISTING PROPOSED 65 HIGH STRUCTURE PROPOSED FIRE BARRIER U) EXISTING FENCE FENCE HYDRANT STOCKADE FENC Strategic Environmental and Engineering Solutions ��4 310-00' NYSDOT TYPE 3 S07'44'40"E ENTRANCE O_ DRIVEWAY 622.78' ...... . . . . . . . . . . 50'TURNING RADIUS T S07*38'1 O"E E TING WELL TO N xis ........ E REMAINED AND ...... 24"W) . ...... .......... .... ...... ...... REPURPOSED AS LO ...... IRRIGA I ION WELL C14 O MOW GENERATOR .. ..... W ...... 630 Johnson Avenue. Suite 7 LOCATION U L2 U U ......... Bohemia . NY - 11716-2618 n EXISTING TO BE cl Phone: (631) 589-6353 - Fax: (631) 589-8705 Z; < (SEE DETAIL ON DWG.No.702) .......... 0 .......... IREMOVED 'SUPERPAVIE'WARM MIX ASPHALT E-mail: INFO@PWGROSSER.COM .......... G TO 2 STORY 0 ___ j STRUCTURE TO REMAIN PROPOSED RESTAURANT I /00 PROPOSED EVENT RM. I _�CONCRETE SIDEWALK (NO BASEMENT) W/BASEMENT NYSOOT ITEM 680.0101 CONSULTANTS % SEATS 0 4,472 SF go F:27.5 T111111,11111MA LLI W _ OPSOIL-ROADSIDE @ .......... z NYSDOT ITEM 610.1402 z Slate 0 n n TURF ESTABLISHMENT-ROADSIDE .6 NYSDOT ITEM 610.1601 2 PROPOSED HOTEL PROPOSED PERVIOUS + 01 • TWO(2)STORIES W/BASEMENT RESTAURANTcl IT z NYSDOT TYPE PARKING :L DODO moo slate� EXISTING TO BE REMOVED 3DRIVEWAY 44 HOTEL UNITS GR (GRASS) • a',Ovn 92 0 la 0 ENTRANCE UN (INCLUDES 4 COTTAGES) 0 0 0 ------- C/).... coo 50'TURNING RADIUS or, FF EL.32.0' 3 n.o W < 0 hp 26,272 SF oo 0 4sr I On. 0 G 1 + ...... 0 COTTAGE I • F71 669SF -.4 - ....-1 - -1 1 . -50'TURNING RADIUS P=ERS- < 11 CAJAN DECORATIVE N04'45'20"W 00,J 0 POND inuo COTTAGE 2 n �Ono n �non n 669SF II PROPOSED 6.5'HIGH 91- as 111 MH Hn M Dn E09 WOODEN 0 FF EL.32.0' STOCKADE FENCE FJ C�6 0[1 Uou LAND NOW OR FORMERLY OF r I o noo EUGEN TOMASIC&MIRELLA TOMASIC BO COTTA 669 SF Z 000 01 F9 14, -63-03-14 Ono S.C.T.M. NO. 1000 ;non I n Ono (IMPROVED,CONNECTED TO PUBLIC WATER) 1 Fig 0 � - . b'.y Q,• .- . � `' � � 88 BB BB � 88 Bg BB 0 000 r to 00 COTTAGE 4 't C/)Cl) 6698F FIX" LIRR n n n ri n r 1�A I :"iwy GRASS PAVED WALKWAY LOCUST LANE PROPERTY .........no .1 ...a... 40 ------------ LINE .0 PROPOSED FIRE HYDRANT 7 3 ..a & -.00 Dun oo-GRASSPAVERS as LAND NOW OR FORMERLY OF 6, 6, j­ ---------4-=- E4 n, JANETL. RYAN C, S.C.T.M. NO. 1000-63-03-13 (IMPROVED,CONNECTED TO PUBLIC WATER) 000 a...U o 0 o,GRASS PAVERS o ------------I CC) 17 REV`D.&ISSUED FOR BUILDING PERMIT 05/24/2024 16 ......... REVID.&ISSUED FOR BUILDING PERMIT 03122/2024 CO U) 15 ISSUED FOR BID 02/0712024 .......... 0 ISSUED FOR PERMIT 01/11/2024 N05*30'50"W 7' 13 REVISED PER CLIENT'S REQUEST 01/04/2024 PROPOSED 63HIGH 12 REVISED PER CLIENT'S REQUEST 10/29/2023 WOODEN REVISED PER NYSDOT COMMENTS 02/03/2023 STOCKADEFENCE AERIAL FIRE TRUCK AERIAL FIRE TRUCK REVISED PER TOWN COMMENTS 12/2112022 SUCCESSFULLY AVOIDING PARKING STALLS SUCCESSFULLY COMPLETES PATHING 'TOWN COMMENTS 12/05/2022 REVISED PER AFTER COMPLETING MANEUVER AROUND OVERHANG AROUND OVERHANG REVISED PER TOWN COMMENTS 11/23/2022 LAND NOW OR FORMERLY OF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.WITZKE 6 REVISED PER TOWN COMMENTS 02/15/2022 S.C.T.M. NO. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 N05*30'50'W (IMPROVED,CONNECTED TO PUBLIC WATER) 4 REVISED PER CLIENT'S REQUEST 02/18/2021 51 1A, 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS .07/17/2019 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 104/11/2017 PROPOSED TRAFFIC CIRCULATION PLAN Number Revision Description Revision Date FIRE TRUCK Designed By Date Submirtled "SOD"PLANTING LEVEL TIC 01/20/17 SCALE: 1 40' HDPE GRASS PAVER INSIDE CELLS 5/8" Drawn By TQLT Date Created 08/23/16 0 40 80 ACTUAL FINISHED GRADE W Approved By BG Scale AS SHOWN SOIL FILL LEVEL INSIDE PAVER CAjent EM13M GRIDWORK AFTER HEAVY WATER DOWN. THE ENCLAVES 6" SCALE: 1 40' THIS IS THE ACTUAL"SOD"PLANTING LEVEL. 56655 ROUTE 25 HEAVY VEHICLE SUB-BASE. LOAD CAPACITY AT LE SAND OR SANDY LOAM SOUTHOLD, NY 3/4"CRUSHED ROCK OR AST 75,OOOLBS LEVEL WHICH RECEIVES Project: CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK GRASS PAVER DETAIL NOTES: OVERFLOW PARKING AREAS SITE PLAN SCALE: NTS 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. Project Address: 40.19 -6- 56655 ROUTE 25 FINISHED 3. - SOUTHOLD GRADE T-1"1­- 5' SUFFOLK COUNTY, NEW YORK 43' II 1PROPOSED AERIAL FIRE TRUCK NOTES: 2- 3' PAVEMENT County Tax Map Number. 1000-63-3-15 Contract Number: Regulatory Reference Number. 1. AERIAL FIRE TRUCK IS 43'X 8.5' 1-- 2. 90 DEGREE TURNING RADIUS OF 47.6 FT 85 18" Title of Drawing. 3. ROADS SIZED TO ACCOMMODATE AERIAL FIRE TRUCK MANEUVERS. AERIAL FIRE #5 BAR TRUCK HAS LARGEST TURNING RADIUS (CONTINUOUS) OF MOST COMMONLY EMPLOYED FIRE R=1" PROPOSED SITE FIGHTING VEHICLES. 3. STEERING LOCK ANGLE OF 33.3° CIRCULATION 8' 4. ACHIEVED STEERING ANGLES: 4.1. 300 SWEEP ANGLE: 19.4° CONCRETE TO BE 4,000 PSI @ 28 DAYS PLAN AND DETAILS 4.2. 600 SWEEP ANGLE: 27.30 LOAD CAPACITY AT LEAST 75,000LBS 4.3. 900 SWEEP ANGLE: 30.7° FOR EMERGENCY PURPOSES 4.4. 1200 SWEEP ANGLE: 32.20 MOUNTABLE CURB DETAIL Drawing Number., 4.5. 1500 SWEEP ANGLE: 32.80 NEty N 0 F 4.6. 1800 SWEEP ANGLE: 33.1 0 SCALE: NTS 0 J C-3 DRE 0 102B Sheet Of PROPOSED FIRE TRUCK DETAILS 092 3 r1R -17 1 z F-, -7-7- 0 0 24 6 SCALE: NOT TO SCALE ssI PWGC Project Number. Lij Unauftrized alteration or addition to this drawing and related documents AVG1601 z NYSDOT CASE NUMBER 97500 is a violation of Section 7209 0 00 of the New York State Education Law U1 ILL. LAND NOW OR FOR MERLY OF 0 TOWN HARBOR ANTHONY FORGIONE >5 W Cr t- LANE S.C.T14, NO. 1000-63-03�1 T3 LAND NO�,N'OR FORM-IRLY Cr"C, (IMPROVED,CONNECTED TO PUBLIC WAI ER) C-) UTILITY POLE 0 Ly 25 VALERIE-M, SCOPAZ 0 > C,_1 LAND NOW OR FORMERLY OF PROPOSED &C,TA1. !`,`iO� 1000-63-03-16 PROPERTY LINE VINCENT DOLOkflTE&ILEANA DOLOMITE 0 0 I-_ i, (IMPROVED,CONNECTED TO PUBLIC WATER) BOX S.C.T,M. NO, 1000-63-03-17.4 REMOVE PROPOSED PERVIOUS PROPOSED 6 5' C�-, 'DE 50JURNING RADIUS (IMPROVED, CONNECTED TO PUBLIC WATER) EXISTING RESTAURANT PARKING HIGH STOCKADE FENCE Z. WOOD POSTS (GRASS) FENCE WITH NETTING LINE OF EXISTING L PROPOSED 65 EXISTING I STORY FRAME RELOCATE EXISTING DRIVEWAY TO D TO BE RENOVATED AND PROPOSED 6.6 HIGH HIGH STOCKADE BE < C 0 STORY FRAME SHE WOODEN STOCKADE REMOVE FENCE .ry D GARAG REMOVED INCORPORATED INTO MAIN W/ACOUSTIC BARRIER FENCE LU EXISTING E TO REMAIN STRUCTURE REMOVE PROPOSED FIRE IER Q z('3 PROPOSED 63HIGH EXISTING HYDRANT FENCE FENCE STOCKADE FENC U.1 0 0� - Engineering Solutions V) 310-00, NYSDOT TYPE 3 Strategic Environmental and 0 !.a S07'44'40"E r c.M I i DRIVEWAY ENTRANCE oaa 622.78' ........... CL SIGN 50�TURNING RADIUS S07-38-10-E HE EXISTING WELL TO /•9 13E REMAINED AND 9....... is o NEW PROPOSED A 0 DRIVEWAY 0-ci 'I REPURPOSED AS to IRRIGATION WELL 04 < W 630 Johnson Avenue. Suite 7 0 R20' ILor_An0N 60'-0" 6ly-O" >Ln F�i:01=TOR �o r J 0 12 - EXISTING TO BE-- ....... 0 0 , X I L---------a REMOVED Ci — 'SUPERPAVE'WARM MIX ASPHALT Phone: (631) 589-6353 Fax: (631) 589-8705 R28' 0 < (SEE DETAIL ON DWG.No.702) E-mail: INFO@PWGROSSER.COM 0 Cb E R28' G TO 2 STORY STRUCTURE TO REMAIN .. 4 :'o ID \1 �1' SIGN 0 PROPOSED EVENT RM. _?I PROPOSED RESTAURANT I AM E WIBASEMENT cb CONCRETE SIDEWALK (NO BASEMENT) -0 SEATS AREA NYSDOT ITEM 680.0101 CONSULTANTS 4,472 SF + V� - 0 + [I I 7'.2- F:27.5 + + ........... it 0 R64" D 1�__ 6A1 iW __ — — 4'6' R4'-6- 0 au G F ON RS 5" CD L SETBACK 0] --->--- ---- 9. Zoo 3' 23' 0 of EXISTING STRUCTURE LILI W TOPSOIL-ROADSIDE ....... TYP. 491 SF 2 9-0. z z NYSDOT ITEM 610.1402 r.3 n n n WPM w C < CD _L%, j TURF ESTABLISHMENT-ROADSIDE •eras 18101 _J NYSDOT ITEM 610.1601 .......... .... RZ Lff- , (D rz cos PROPOSED HOTEL PROPOSED PERVIOUS -cs 0 EXISTING TO BE RESTAURANT PARKING pl- z SIG NYSD E IRZ TWO(2)STORIES W/13ASEMENT 007 Slater 3DIVET1`AYP 75' 4 11 11 11 44 HOTEL UNITSLli� REMOVED (GRASS) 7, (INCLUDES 4 COTTAGES) IVVVVJ�VVJ�31­1&�JFIVJMI I. I T FXi 50 1 Q n o V n r W 0 ENTRANCE .91 t-I R F, 0 26,272 SF ;U.0r.r R11' Of fuceocc RECI'D .4' -?!' 0 bik.-6'�iGfl FRONT D.I W _1PRoP64:1�zft" 11 F� SETBACK TY 50'TURNING RADIUS OS WOODEN STOCKADE FF EL.32.0' 3 + ETBACK W < 1 PRO FENCE W1 ACOUSTIC R23'5- RIO' 15, LAWN SCULPTURE GRADE 1L.30.5' Rip-? 10, GARDEN 10, -e 3E • + ------ 26'-0" W L) U NEW r zI, 4 W I 1p,AN PARKING EO ~µ L COTTAGE I I o R6 IENT PLANT 669 tit- CHESSBOARD RP LL 24'-0 TUB u- 50'TURNING RADIUS �k V'Ni T �OJF711 r � )L BUILDING 8 SE CA AN on z , - "`� P TW 3k9 ril I - -- - - - Lu P KI G -0 _r;m - ; DECORATIVt .,.Ou SHED; N04*45'20"W _UD 5- BIN.75 POP& 178.00- DCV AREA 0 cb1 31E 'ATION L COTTAGE 2 BD 88 as ❑ asr-7-1 '-C rnn V) TUB HOT 669 SF 41, PROPOSED 2.5'H LJU 0 PROPOSED 65HIGH IG WALL 3 WOODEN o FF EL.32.0' n 16' ­1000 'L: '725 -16'-0"- ------ STOCKADE 0 b 0) b —p J U-1 o in cl� 6-0' 1 000 0 UB - I i o INV YU a,YU C� 1Z LAND NOW OR FORMERLY OF COTTAGE 3 Q 1 0 0 n ---- POOL)REA 223-* :n I .oil I �R 20 669 SF _a_ __ W�l�' ­� I EUGEN TOMASIC&MIRELLA TOMASIC DGE PROP -,00 TUB TOPE1.27.15' YARD SETBACK ni o n sic-q S.C.T.M. NO. 1000-63-03-14 0 on H.T. D 0 ... n PLAY COURTS I (IMPROVED,CONNECTED TO PUBLIC WATER) W _J n 11-n G "I Z W cla DT 0 0 ... _J M . . H 0 0 lul 2 0 IL 00 COTTAGE 4 n C/)0 HOT BW,27.25 BW:27.25 1 M Z 669 SF TUB TW:30.5 RAMP— TW.30.5—RAMP n 22 LAND PROPOSED 0 /-R1 BANKED -4 xrrin-Owl. — - -LIRR �,'A BAN LAND BANKED n n, PARKING LOCUST LANE PROPERTY WALKWAY .1 6i Inc GRASS PAVED WALKWAY LINE REA WU h—PROPOSED FIRE HYDRANT R27' + uorr10, + 6. 61 61 U o, ;RASS FAVERSO n f. R115' + io_ ==;- <*-- I� LAND NOW OR FORMERLY OF R2 4- TYP., + 9..0. Rli.-10" Z9 GARBAGE <— NEW PROPOSED DRIVEWAY JANET L. RYAN Jb R4-6" AREA R4' IR R26611 — ,=t===== — =TJ—_22'-6' S.C.T.M. NO. 1000-63-03-13 SIGN 33' ZP C-) (IMPROVED,CONNECTED TO PUBLIC WATER) LLJ < urrllJ 10 TYP - ---------- --- 1 30 RASS P I I_1L I I 0 UA < C) PICK �?'So I " I n + 17 REVD.&ISSUED FOR BUILDING PERMIT 05/24/2024 (SETBR19'-6" in of Fn In FOR BUILDING PERMIT 03122/2024 oo . ....... 15 ISSUED FOR BID 02107/2024 0 14 ISSUED FOR PERMIT 01/11/2024 N05'30'50*W 616.57' 13 REVISED PER CLIENT'S REQUEST 01/04/2024 PROPOSED 6.5'HIGH 12 IREVISED PER CLIENT'S REQUEST 10/29/2023 WOODEN 11 IREVISED PER NYSDOT COMMENTS 02/03/2023 zq STOCKADE T__. 10 REVISED PER TOWN COMMENTS 12/21/2022 9 REVISED PER TOWN COMMENTS 12/05/2022 LAND NOW OR FORMERLY OF 8 REVISED PER TOWN COMMENTS 11/23/2022 CHARLES W.WITZKE 7 REVISED PER NYSDOT COMMENTS 09/15/2022 6 REVISED PER TOWN COMMENTS 02/15/2022 S.C.T.M. NO. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 N05*30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) REVISED PER CLIENT'S REQUEST 02/18/2021 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 107/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 104/11/2017 PROPOSED TRAFFIC CIRCULATION PLAN Number Revision Description Revision Date TANKER "SOD"PLANTING LEVEL Designed By Date Submitted SCALE: 1 40' HDPE GRASS PAVER INSIDE CELLS 5/8" Drawn By TIC Date Created 01/20/17 ACTUAL FINISHED GRADE TQLT 08/23/16 U, 7�:W Approved By BG Scale AS SHOWN 0 40 80 SOIL FILL LEVEL INSIDE PAVER Client: GRIDWORK AFTER HEAVY WATER DOWN. 6" THIS IS THE ACTUAL"SOD"PLANTING THE ENCLAVES SCALE: 1" 40' LEVEL. 56655 ROUTE 25 HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES SOUTHOLD, NY CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK Project. GRASS PAVER DETAIL NOTES: OVERFLOW PARKING AREAS SCALE: NTS SITE PLAN 111—PATIA 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. 1 Project Address: 56655 ROUTE 25 40 42.._ FINISHED 3' 7 GRADE SOUTHOLD v T_ SUFFOLK COUNTY, NEW YORK 1_ PROPOSED =—LE—vuacie Z 2- 3' PAVEMENT County Tax Map Number: Contract Number: •II 1000-63-3-15 Regulatory Reference Number: 18" < Title.of Drawing: #5 BAR (CONTINUOUS) Kenworth T880 Single Unit Tanker TRANSPORT-TANKER TRAILERS PROPOSED SITE 8' CIRCULATION CONCRETE TO BE 4,000 PSI @ 28 DAYS LOAD CAPACITY AT LEAST 75,000LBS PLAN AND DETAILS > FOR EMERGENCY PURPOSES MOUNTABLE CURB DETAIL Drawing Number. < SCALE: NTS OF NEW)� < DREW 0z AM 0 W, 1. E PROPOSED TANKER DETAILS Sheet Of < 092523 VE SCALE: NOT TO SCALE' 7 24 > - t5 51\E 0 c6 i-5 EssI PWGC Project Number: Unauthorized alteration or addition z to this drawing and related documents AVG1601 14 NYSDOT CASE NUMBER 97500 is aAolabon of Section 7209 aw!71 a of the New York State Education Law R NOTES: END ROAD WORK 1. INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD END UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTING MORE THAT 1 HOUR. ROAD WORK �w rly 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER O 50'-100' SPACE. . DOWNSTREAM TAPER 3. XX IS THE EXPECTED OVERALL LENGTH OF THE OPERATION TO BE COMPLETED WITHIN THE WORK DAY. A SUPPLEMENTAL DISTANCE PLAQUE W7-3a SHALL BE USED WITH SIGN W20-1 WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK MAY BECOME GREATER THAN 2 MILES AS A RESULT OF THE Strategic Environmental and Engineering Solutions FOLLOWING SITUATIONS: -MULTIPLE WORK LOCATIONS ARE ANTICIPATED WITHIN XX MILES FROM THE W20-1 SIGN ❑ 50'-100' ❑ -WORK AREA WILL BE RELOCATED DURING THE DURATION OF THE WORK WITHIN XX MILES FROM THE W20-1 � . ❑ DOWNSTREAM CHANNELIZING DEVICES SIGN /, ® �, ' 0 0 .m ::,. TAPER (SEE NOTE 5) ,__. :...:...: ._.. SEE DETAIL 4. WHEN MULTIPLE WORK LOCATIONS EXIST WITHIN XX MILES FROM THE W20-1 SIGN, A G20-1 SIGN SHALL BE 630 Johnson Avenue. . Suite 7 ❑ E 410A PLACED EVERY TWO MILES INDICATING THE DISTANCE FROM THE SIGN TO THE FARETHESE WORK LOCATION. Bohemia . NY- 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 10' MIN 5. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 20, IN THE ACTIVE WORK SPACE. E-mail: INFO@PWGR x: (631 589 OM ROLL AHEAD DISTANCE 6. CHANNELIZING DEVICES SHALL BE PLACED TRANSVERSELY A MINIMUM OF EVERY 800'AS SHOWN WHEN A (SEE TABLE 410-04) PAVED SHOULDER HAVING A WIDTH OF 8'OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 800,AS CONSULTANTS SHOWN WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER CHANNELIZING DEVICES (SEE NOTE 5) ROLL AHEAD DISTANCE I THAN 800'. (SEE TABLE 410-04) 7. THE PROTECTIVE VEHICLE(S) SHALL MAINTAIN THE APPROPRIATE ROLL AHEAD DISTANCE, BE AN UNOCCUPIED TRUCK POSITIONED PARALLEL TO TRAFFIC, PARKING BRAKE SET, PLACED IN 2ND GEAR (MANUAL TRANSMISSIONS/ENGINE OFF) OR PARK/NEUTRAL(AUTOMATIC TRANSMISSIONS)AND HAVE THE FRONT 0 o WHEELS ALIGNED WITH THE LANE STRIPING. 0 0 8. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS WIL NOT BE PERMITTED WITHOUT PRIOR APPROVAL 0 0 FROM THE STATE PERMIT INSPECTOR. 0 0 9. PEDESTRIANS TO BE ACCOMMODATED ON SITE DURING CONSTRUCTION, WITH A 5'WIDE ADA COMPLIANT PASSAGE, SO THAT THEY DON'T HAVE TO CROSS TRAVEL LANES OF TRAFFIC. DETAIL 410A: SEE NOTE 6 NOTES ON NIGHTTIME WORK: BUFFER SPACE N1. WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. (SEE TABLE 410-02) N2. ALL SIGNS, STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC SHALL BE RETRO REFLECTIVE. N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ACCORDANCE WITH §107-05A HIGH VISIBILITY APPAREL AT ALL TIMES. SHOULDER TAPER (SEE TABLE 410-02) ❑ N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY ROATING END THIS SIGN SHALL BE LOCATED A MINIMUM AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. A ROAD WORK G20-2 DISTANCE OF 80 FT. ANDMAXIMUM OF 400 FT. N5. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT ROAD (SEE TABLE 410-01) PAST THE END OF THE DOWNSTREAM TAPER CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. N6. LEVEL II ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, MILLING, AND CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS, INCLUDING BRIDGE DECKS, 50 FEET AHEAD OF AND TABLE 410.01: ADVANCE WARNING SIGN SPACING NO ROAD SHOULDER W8-23 WORK W20-1 100 FEET BEHIND A PAVING OR MILLING MACHINE. NO yy DISTANCE BETWEEN SIGNS SHOULDER N7. LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING, JOINT REPAIR, ROAD TYPE PAVEMENT PATCHING AND REPAIRS, INSTALLATION OF SIGNAL EQUIPMENT OR OTHER A(FT.) B (FT.) ELECTRICAUMECHANICAL EQUIPMENT, AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND URBAN (< 30 MPH*) 100 100 EQUIPMENT. URBAN (35-40 MPH*) 200 200 NEXT W7-3a SEE NOTE 3 ROAD WORK N8. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT AFFECTS TRAFFIC ON g XX MILES ( ) NEXT XX MILES G20-1 (SEE NOTE 4) URBAN L 45 MPH*) 350 350 (SEE TABLE 410-01) THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. RURAL 500 500 N9. PRIOR TO THE START OF NIGHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS 14 REV'D.&ISSUED FOR BUILDING PERMIT 05/24/2024 * PRECONSTRUCTION POSTED SPEED LIMIT 13 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 2400 LB PROTECTIVE REQUIRED FOR APPROVAL. 12 ISSUED FOR BID 02/07/2024 VEHICLE TMIA WORK AREA 11 ISSUED FOR PERMIT 01/11/2024 W SEE TABLE 410-03 N10. SEE NIGHTTIME SAFETY BULLETIN, HDM §16.5.7, &SSTANDART SPECIFICATIONS §619 FOR ADDITIONAL 10 REVISED PER NYSDOT COMMENTS 02/03/2023 REQUIREMENTS AND CONSIDERATIONS. 9 REVISED PER TOWN COMMENTS 12/21/2022 TABLE 410.02: LONGITUDINAL BUFFER SPACE AND TAPERLENGTHS 8 REVISED PER TOWN COMMENTS 11/23/2022 7 REVISED PER NYSDOT COMMENTS 09/15/2022 SHOULDER TAPER LENGTH: U3 CHANNELIZING DEVICE 0 0 6 REVISED PER TOWN COMMENTS 02/15/2022 TAPER LENGTH: L FT. /*OF SKIP LINES/ ❑ ARROW PANEL ( ) * * (SEE TABLE 410-05) 5 ADDRESSED FEIS COMMENTS 05/11/2021 LONGITUDINAL *OF CHANNELIZING DEVICES (FT.)/ OF SKIP LINES/ OF 0 0 (CAUTION MODE) a REVISED PER CLIENT'S REQUEST 02/18/2021 PRECONSTRUCTION BUFFER SPACE CHANNELIZING DEVICES POSTED SPEED 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 DISTANCE (FT.)/ 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 LIMIT(MPH) *OF SKIP LINES FOR LANE WIDTH IN FT. FOR SHOULDER WIDTH Description Revision Date (LATERAL SHIFT OF TRAFFIC FLOW PATH) Number RevisionDesc 10 11 12 <4 FT. 5-7 FT. > 8 FT. z z WORK ZONE TRAFFIC CONTROL Designed By Date Submitted TC Ol/20/17 25 155/4 120/3/4 120/3/4 120/3/4 40/1/2 40/1/2 40/1/2 p 0 Drawn By Date Created TWO-LANE TWO-WAY ROADWAY TQLT 08/23/16 30 200/5 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1/2 =O > 0 Approved By Scale 35 250/6 200/5/6 240/6/7 240/6/7 40/1/2 40/1/2 80/2/3 U0 SHOULDER CLOSURE Client BG AS SHOWN 40 305/8 280/7/8 320/8/9 320/8/9 40/1/2 80/2/3 80/2/3 INTERMEDIATE TERM OPERATION THE ENCLAVES 45 360/9 440/11/12 520/13/14 560/14/15 80/2/3 80/2/3 120/3/4 N.T.S. 56655 ROUTE 25 SOUTHOLD, NY 50 425/11 520/13/14 560/14/15 600/15/16 80/2/3 120/3/4 160/4/5 Protect 55 495/13 600/15/16 600/15/16 680/17/18 80/2/3 120/3/4 160/4/5 { TABLE 410.05: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK SITE PLAN TABLE 410.03: PROTECTIVE VEHICLE REQUIREMENTS ZONES Project Address: NON-FREEWAY WORK ZONE PROVISIONS z MUTCD COMPLIANT CHANNELIZING DEVICE 56655 ROUTE 25 CLOSURE TYPE ROAD TYPE & SPEED >45 MPH 35-40 MPH < 30 MPH Q w SOUTHOLD INTERMEDIATE-TERM (nz SUFFOLK COUNTY, NEW YORK EXPOSURE CONDITIONS STATIONARY WORK ZONES w W (D cn cn w U V W W W I% J J Q County Tax Map Number: Contract Number: WORKERS ON FOOT OR INVOLVE WORK THAT j 0 z cn } Y Y w p w Q 1000-63-3-15 VEHICLE EXPOSED TO P, TMIA P, TMIA SEE NOTE 2 OCCUPIES A LOCATION W ~ o O J Q 2 Q a N a RegulaloryReferenceNumber: LANE CLOSURE OR TRAFFIC FOR MORE THAN 1 w 2 J rn �' Ttle of Drawing. ENCROACHMENT DAYLIGHT PERIOD UP TO 3 z v Q a W IW— W Q Q OTHER HAZARDS NO �_ W o Q � g z c� W U 00 P, TMIA SEE NOTE 2 SEE NOTE 2 CONSECUTIVE DAYS, OR o Q g — g > — - WORKERS EXPOSED NIGHTTIME WORK THAT U Q � O W X WORK ZONE WORKERS ON FOOT OR OCCUPIES A LOCATION u~i W � > > VEHICLE EXPOSED TO P, TMIA SEE NOTE 2 SEE NOTE 2 FOR MORE THAN 1 HOUR TABLE 410.06: REQUIRED SIGN SIZES* SHOULDER CLOSURE OIL TRAFFIC 20 FT. X X TRAFFIC CONTROL N ENCROACHMENT SHOULDER/MERGING/ 1. OTHER HAZARDS NO SHIFTING TAPERS 40 FT. X X SIGN NON-FREEWAY FREEWAY L� y WORKERS EXPOSED SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 G20-2 36X18 48X24 w MARKING FOR 2 2 2 s LEGEND TRANSVERSE BUMPS N/A X X X X W20-1 36X36 48X48 TRANSVERSE DEVICE P: PROTECTIVE VEHICLE: REQUIRED FOR EACH CLOSED LANE & EACH CLOSED PAVED SHOULDER 8' OR WIDER, IF WITHIN CLOSED TRAFFIC 800 FT. X X X X X 0 W21-5 36X36 48X48 Drawing Number: THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE PROTECTIVE VEHICLE SHALL BE LANE AND/OR SHOULDER W7-3a 24X18 36X30 V��OF NEW 0 REPOSITIONED ACCORDINGLY �'t PNDRE .�� ; = l 04 w 0 REMOVAL OF EXISTING 80 FT. G20-1 36X18 48X24 X X X X X X 0 TMIA: TMIA REQUIRED GUIDE RAIL 40 FT. w WARNING FLAG 18X18 18X18 r_ m NOTES: NOTES: X=ALLOWED, BLANK= NOT ALLOWED, 0 = OPTIONAL *SEE NOTE 5 ON THIS SHEET. E 1. -A TYPE 1 OBJECT MARKER MAYBE USED IN LIEU OF CHANNELIZING DEVICE. * FREEWAY SIZES MAY BE USED ON NON-FREEWAY, IF SPACE 2 Sheet of <N 1. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT 2. -CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. CONSTRAINTS DONOT EXIST. FO 09 . 3 �� $ 24 2 2. EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED �R /E;SIO a O/- PW6C Project Number: w Unauthorized ad relatedon docadduments AVG1601 z E on to this drawing and related documents w w lation of Section 7209 M NYSDCT CASE NUMBER 97500 of the New is a oYork State Education Law o da L0 LAND NOW OR FOR[VIERLY OF u- 0 T_ TOWN HARBOR CL I ANTI IONY FORGIONE I S.C.T.IA, NO. 1000-63-03-17.3 PROPOSED-) PROPOSE LANE Q? LkND NOW OR FORMERLY OF i I , (IMPROVED,CONNECTED 1.0 PUBLIC WATER) ELECTRIC LINEC�� UTILITY POLE C5 FORCE MAIN VALERIE M.SCOPAZ 0 S2 > C:� LAND NOW OR FORMERLY OF LL > 0 � S.C.T.M, NO, 10"00-63-03-16 PROPOSED PROPOSE PROPERTYLINE VINCENT DOLON41TE ILEANA DOLOr,411TE rT PROPOSED- 0 (IMPROVED,CONNECTED TO PUBLIC WATER) BOX cn UTILITY S.C.T.M. NO, 1000-63-03-17A 5 PROPOSED PERVIOUS PUMP STATION 1'RORC171)�5 0 TRANSFORMER RESTAURANT PARKING (IMPROVED,CONNECTED TO F'UBLIC WATERI tAiWINI� HiGi-I t13T01_,_1'AD___ a) s I Z WOOD POSTS (GRASS) FENCE FEt;?", I PROPOSED 10' DIA. MATH NETTING CB P-2 LINE OF EXISTING P:ajFIOCCD-,I EXISTING I STORY FRAME RIM 0 Uj a", DRIVEWAY TO BE BY 5' LIQUID DEPTH 97�_KANI,PROPOSED 63 HIGH Hnm SHED TO BE RENOVATED AND LC f7'EM1U1,r REMOVED INST DEFENCE WOOD O=RRIER DLP A-5 INCORPORATED INTO MAIN REMOVE GREASE TRAP OUSTI STRUCTURE PROPOSED FIRE WIAC CB I OLPLS-7 PROPOSED 6.5'HIGH EXISTING PROPOSED ZDIA. STOCKADE FENCE IT Strategic Environmental and Engineering Solutions FENCE HYDRANT LCB AA 1 27 RIM 27.5 2P,z EFFECT. RIM 30.5 IT EFFECTIVE DEPTH CART PATH z IZEFFE. 310.00' RDH B ?a Z::5� V. DIA, -1 i S07-44-40T 12' 311,41 28 26 E, DEPTH 1 - __ M 3 32 it M Dl� 622.78' X I P _�IGN DEPTH I E 3 _3 EFF DE S07*38'1 O"E 1/ 3 - �14"' DEPTH VIA VIA A ------- 7777A ViA EXISTINGWELLTO, • --PROPOSED nill J 4o ph 2 . .. ..... OSED BEREMAINEDAND" ------ __ ­... FP. FP ...­ .,.,-;do PUMP STATION V"*- FP DRIV we FIR IRRIGATION WELL ............ FP ...... �p PIP 0 kW ....... . ..... 26 630 Johnson Avenue. Suite 7 ENERATOR . .. ......6 Q < W rV PIP PS-2 0..: .. :-:-:, t Ir ... [)f :D I ILI QJ ca LOCATION .......... Bohemia - NY - 11716-2618 81-0 12' Phone: (631) 589-6353 - Fax: (631) 589-8705 ram, X MI 0 ) -FP 0 0 (GT-4 0 3 ..... all, E-mail: INFO@PWGROSSER.COM < Cl) 'QLIL27 11 n 2 STORY J N, STRUCTURE TO REMAIN 0 VIA S-1) SIGN PROPOSED EVENT RM. x U! (P PROPOSED RESTAURANT TIS RIM 15.25 :­­.­ CONSULTANTS ?0 26.5 (NO BASEMENT) GARB GE WI BASEMENT Clo Dtk ... ... 0� rij . v �8'5'EFEDEPTH 4,472 SF AREA SEATS 3 0 F:27.5 rNV,27.25 W 1:. 4 26 F. GT-11 IW.23.25 __P INV,27.00 1 .2650 alb: 0 ROP.SUMP PIT PROPOSED 8' C. 01 26 -SWIMMING POOL I � . W W DIA. BY ULIQUID U , * ....I �R-1 491 SF DRAINAGE RDHI B-2 01 0 :-:-:-:.:4 - - b z z RIM 29.5 < CL 2�C­21 WALKWAY _J DILP B-14 17 DW ... 7 .,r f FIP FP -------- n DEPTH GREASE G� 0 0 RIM 29. PR POS PERVIOUS C5 r.......... R TRAP IIN.27.30 9L 1'2 INEFF.DEPTH PROPOSED HOTEL ES GN TWO(2)STORIES W/BASEMENT 8'EFF.DEPTH TAUPhlil PARKING C-6 RIM 29.4 P RIM 25.75 ROPOSED (GRASS) 0 1 1ZDIX ­t­ RIM 25.5 75' 11 11 1 11 111 11 44 HOTEL UNITS �1211.,0.1. 10'D[k 0 2 /T12 f�.5%N�i�YEFF.DEPT (INCLUDES 4 COTTAGES) 27 jo� a�0,�.Py, tj 0 0 2"COPPER 10'EFF.DEPTH 50' 9XV 3 IT DLk8 RDH C-i EF ul.\2LPD, DE (MH- 16 29 28 17DW 26,272 SF 01 11 -1 a 0 Il�p i , I M Ida _CB211, ITE FEC DEPTI I..,. J,�� 66F (TYPE K) WATER RIM 25.5 or PROPOSED HIGH 2,' FVM­ FF EL.32.0' ..... ..*­....I STOCKC 1 1 W LINE PC DEN E ;ZDA EFFECTIVE -IMH-3 DLP� 4rEFF.DeF7H • W 101 'J)EPrH 0 _D1k UPM1 ARRIER DLPI�7 LAWN SCULPTURE-- UP C-5 ............... GRADE EL.303 LCR D-3 RIM 26.0 r-A RIM 25.5 GARDEN PROPOSED IN 4'EFFECTIVE DEF`TH 1TD[4L -loil + 14'EFF. e RIM 7 Dlk NEW PROPOSED DRIVEWAY 11 EFFECTIVE DEPTH z SEWAGE 0.0. *IF COTTAGE1 DEPTH TEFFECTNE DEPTH AND PARKING 17D 20,-0 MIN HOT not ITEFF. II DEPTH 669 SF F71 CHESS BOARD a', ii..1 13 DLPA-10 -:T TREATMENT PLANT TUB� ------- ...... VN IM F P F M CONTROL BUILDING H" q 12'DIk PROPOSE P CABANA EP F:P EFF OTIVE 'TW:3 VI S 1. 151n m `GRABS SHED' N04*45'20"YV 178,00' \12 TW:39f n r PARKING AREA DCV PROPOSE POND r Ono 12 inn RIM 25.8 ♦ COTTAGE 2 3.5 i� 1 1) d RPZ LOCATION LCB A-9 -PROP.POOL TRENCH 'DEPTH W 27 25 BW:27.25,� DKORATIVE 'TW:3 .... ------_- A PROPOSED 65HIGH 669 SF 32 RIM 7 DRAIN,RIM 27.05 2 IT WOODEN 0 FF EL.32.(Y cb U) INEFFECTIVE DE STOCKADE uJ 12Er'YP_ Z HOT TUB td CD c� LAND NOW OR FORMERLY OF PO 1) MN 0 Oil' COTTAGE 3 RDH A-7 0- 0 M k ni On EA RIM 29.6 0 no 0 ITDIA ri nu EUGEN TOMASIC&MIRELLA TOMASIC 0 L Dold br, POOLAR z' 'EF'kFECT. RIDGE DLP G-8 L 'n RIDGE 0 n TOP EL,2T1F DLP B-9 14'EFFECTIVE DEPTH I n 0 7­1 �lc N 0- - 1 0 T RDH B-3 _n 26 5 S.C.T.M. NO. 1000-63-03-14 ITDIA. -97 _',",I ITDIA. 14'EFF. R 2 oll Ld z I I� (IMPROVED,CONNECTED TO PUBLIC WATER) PLAY COURTS IREFFECTIVE DEPTH DEPTH IW.27.15 2 Dtk IREFFE6.1� DLP C-6 at Di W Cb RIM 26.8 -80:) DEPTH no 1z UK -Hip LFLOOR DRAIN R RATE ELIEV:27.2 14'EFF. tatzoT G a. 0 I RD, - \ DEPTH I COTTAGE 4 =, ITEFF.DEPT -979 AW .1; 25 LU HOT n I., z w g 669 SF I,=zt TW:30.5 RAMP- TIN:30.5-RAMP nor n, Cot 1 MIN. 00 28 22 LAND Ol 0 a LAND BANKED'; '000000000 IL 0 MH-5k) LIRR �BANKE� 0 r,CO 0 LOCUST LANE :am, PARKING 0 PROPERTY WALKWAY ;carte ❑ UDUO GRASS PAVED WALK AY o coca 0000 AREA 0 LINE /__N LCB B-5 FP F 21. FP `FP FP FP FP FP n12 RIM 31,21 FP a U­� 20 i Qq� 0 u 0 m 0 a 0 OGRASS PAVERSJ'L R11 .5 1ZDLk ' q, -1 LCB C-3 IVEFF DEPTH DLPB-12 a'C 12' __P QQ_L, j ;;J map B A-1 DEPTH GARBAGE NEW PROPOSED DRIVEWAY JANET L.RYAN i i LAND NOW OR FORMERLY OF t RIM 29. 14� FFECTIVI�" L ' ­��LCB A- 12'Dlk' PAM 32.0 RIM 318 14�EFFECTIVE DEPTH XG,UJI EFFECTIVE 0 C-4 Tr 32 82 PROPOSED PARKING AREA a 9; AREA RIM 31.8 A. (D 17 DLA. S 34 DIP A-2 17DI ITEFFECTIVE DEPTH 't a a S.C.T.M. NO. 1000-63-03-13 SIGN 1TDIk IZE TIVE DEPTH" (IMPROVED,CONNECTED TO PUBLIC WATER) 12 EFFECTIVE DEPTHj ­............- 34 U)U a Pilo a C1011UMMOODU'a'GRASS PAVERS 4 DOU'r,�l a 1, 27 LC8 B-6 ........1— 17 REVD.&ISSUED FOR BUILDING PERMIT 05/2412024 RIM 31.25 17DIk 16 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 A . ............... q EFFECTIVE r-_ 15 ISSUED FOR BID 02/07/2024 .. ........... ....... ....... .. ......... DEPTH .. ... ........... __,'__:­_____,_J__: I C3 - ------ ... ........... co 34 RIM 27 5 ITDIA 14 ISSUED D FOR PERMIT 01/11/2024 -13------ 14'EFFECTIVE DEPTH 13 REVISED PER CLIENT'S REQUEST 01/04/2024 N05*30"50"W 616.57' 12 1 REVISED PER CLIENT'S REQUEST 10/29/2023 . ................213 33 PROPOSED 6.5'HIGH 11 REVISED PER SWPPP 06/14/2023 o WOODEN STOCKADE FENCE 02/03/2023 2.9 10 REVISED PER NYSDOT COMMENTS 9 REVISED PER TOWN COMMENTS 12121/2022 0 40 80 8 REVISED PER TOWN COMMENTS 11/23/2022 LAND NOW OR FORMERLY OF T!n!1 7 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.WITZKE PROPOSED GRADING AND DRAINAGE PLAN 6 REVISED PER TOWN COMMENTS 02115/2022 S.C.T.M. NO. 1000-63-03-28.1 SCALE: 1 40' 5 ADDRESSED FEIS COMMENTS 05/11/2021 N05*30'5 SCALE: 1 40' 4 REVISED PER CLIENT'S REQUEST 02/18/2021 (IMPROVED,CONNECTED TO PUBLIC WATER) 3 ADDRESSED COMMENTS DATED 12/9/19 51.34. 04108/2020 2 ADDRESSED DEIS COMMENTS .07117/2019 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 104111/2017 Number Revision Description Revision Date Designed By Date Submitted TIC 01/20/17 Drawn By Date Created TQILT 08/23/16 Approved By Scale BG AS SHOWN Client THE ENCLAVES 56655 ROUTE 25 E_ L L SOUTHOLD, NY F/ A LLL L L L L Project L L DRAINAGE AREA'B' DRAINAGE AREAW DRAINAGE AREA'D. ..... ......... ............ ............. .............. SITE PLAN DRAINAGE AREA'C' ............ L L L Project Address: 56655 ROUTE 25 .. ........ ............ I_........... I -.... ....... .......... ......... I . > SOUTHOLD LLLLLIL- SUFFOLK COUNTY, NEW YORK L L L L L__ L County Tax Map Number: Contract Number: 13 / 1000-63-3-15 L L L [L L Regulatory Reference Number: Title of Drawing: z X L L Io PROPOSED SITE k DRAINAGE ......... ............ ........... ............. ............ AND GRADING PLAN PROPOSED GRADING AREA MAP Drawing Number. < �Cjf NEW,,, SCALE: NOT TO SCALE DREW It 1. 71 0 WW on E Sheet Of CFO 092523 9 24 .7m Wi PWGC Project Number: L tFTI Unauthorized alteration or addition F:: to this drawing and related documents AVG1601 W W NYSDOT CASE NUMBER 97500 is a violation of Section 7209 New ew York State Education Law 0 4� 7C Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia . NY - 11716-2618 - Phone: (631) 589-6353 - Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS .I m' . 1 1 1 - ' ..a.0 8"i i r i,� i•W,'a J k , g'.A `L A� � _ - \�� r a r , TOTAL PROPERTY AREA = 294,202 SF(6.75 ACRES) 84,994 SF(1.95 ACRES) 101,050 SF(2.32 ACRES) 66,921 SF(1.54 ACRES) 41,237 SF(0.94 ACRES) DRAINAGE AREA IMPERVIOUS-56,716 SF DRAINAGE AREA IMPERVIOUS-17,422 SF DRAINAGE AREA IMPERVIOUS-19,778 SF DRAINAGE AREA IMPERVIOUS-32,334 SF DRAINAGE REQUIRED DRAINAGE REQUIRED DRAINAGE REQUIRED DRAINAGE REQUIRED HOTEL ROOF : 26,398 SF x 2"/12"x 1.00 = 4,399.66 CF EVENT ROOM ROOF: 3,651 SF x 2"/12"x 1.00 = 726.33CF ASPHALT: 15,971 SF x 2"112"x 1.00 = 2,661.83 CF CONCRETE WALKS: 2,870 SF x 2"/12"x 1.00 = 478.33 CF CONCRETE STEPS: 477 SF x 2"/12"x 1.00 = 79.50 CF ASPHALT: 13,069 SF x 2"/12"x 1.00 = 2,178.16 CF CONCRETE CURB: 615 SF x 2"/12"x 1.00 = 102.50 CF COTTAGE ROOF: 2,676 SF x 2"112"x 1.00 = 446.00 CF CONCRETE WALKS: 1,599 SF x 2"/12"x 1.00 = 266.50 CF CONCRETE CURB: 702 SF x 2"/12"x 1.00 = 117.00 CF GARAGE ROOF: 370 SF x 2"/12"x 1.00 = 61.66 CF HOT TUBS: 288 SF x 2"/12"x 1.00 = 48.00 CF POOL AREA: 10,244 SF x 2"/12"x 1.00 = 1,707.33 CF TOTAL REQUIRED = 2,903.66 CF RESTAURANT ROOF: 2,760 SF x 2"/12"x 1.00 = 460.00 CF ASPHALT: 25,002 SF x 2"/12"x 1.00 = 4,167.00 CF CABANAS: 600 SF x 2"112"x 1.00 = 100.00 CF CONCRETE STEPS: 62 SF x 2"112"x 1.00 = 10.33 CF CONCRETE CURBS: 1,498;iF x 2"/12"x 1.00 = 249.67 CF PLAY COURTS: 786 SF x 2"/12"x 1.00 = 131.00 CF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 3,296.32 CF TOTAL.REQUIRED = 5,389.00 CF CHESS BOARD: 399 SF x 2"/12"x 1.00 = 66.50 CF ASPHALT: 15,086 SF x 2"/12"x 1.00 = 2,514.33 CF EVENT ROOF: (2)12'DIA.x 1T EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS DRAINAGE LEACHING POOLS CONCRETE CURB: 420 SF x 2"/12"x 1.00 = 70.00 CF =(2)x100.88 CF/FT x 13 FT. = 2,622.88 CF LOWER LEVEL RAMP AREA: 1,385.82 SF X 2"/12"X 1.00 = 230.97 CF ASPHALT/CURB: (2)12'DIA.x 14'EFFECTIVEDEPTH LP'S ASPHALT/CURBICONC: (4)12'DIA.x 12'EFFECTIVE DEPTH LP'S COTTAGE ROOF: (2)12'DIA.x IT EFFECTIVE DEPTH LP'S TOTAL REQUIRED = 9,565.79 CF =(2)x 100.88 CF.FT x 14 FT = 2,824.64 CF =(4)x 100.88 CF/FT x 12 FT. = 4,842.24 CF =(2)x 100.88 CF/FT x 13 FT. = 2,622.88 CF TOTAL PROVIDED = 5,447.52 CF REST.ROOF: (1)10'DIA.x 10'EFFECTIVE DEPTH LP'S ASPHALT/CURBS: (5)12'DIA.x 12'EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS = _(1)x 68.42 CF/FT x 10 FT. 684.20 CF =(5)x 100.88 CF/FT x 12 FT. = 6,052.80 CF HOT TUBS/CONC.WALK: (1)12'DIA,x 1X EFFECTIVE DEPTH LP'S HOTEL ROOF: (3)12'DIA,x 14'EFFECTIVE DEPTH LP'S TOTAL PROVIDED = 5,526.44 CF _ DRAINAGE AREA PERVIOUS-49,499 SF (1)x 100.88 CF/FT x 13 FT. = 1,311.44 CF =(3)x 100.88 CF/FT x 14 FT. = 4,236.96 CF TOTAL PROVIDED = 9,987.12 CF (1)19 DIA.X 14'EFFECTIVE DEPTH LP'S =(1)X 68.41 CF/FT X 14 FT. = 957.74 CF DRAINAGE REQUIRED DRAINAGE AREA PERVIOUS-21,459 SF ASPHALT/CURBS: (2)12'DIA,x 14'EFFECTIVE DEPTH LP'S (2)x 100.88 CF/FT x 14 FT. = 2,824.64 CF GRASS PAVERS: 5,785 SF x 2712"x 0.30 = 289.25 CF DRAINAGE REQUIRED POOL AREA: (4)12'DIA.x 14'EFFECTIVE DEPTH LP'S GRASS/LANDSCAPING: 43,714 SF x 2"/12"x 0.30 = 2,185.70 CF 16 REV'D.&ISSUED FOR BUILDING PERMIT 05/24/2024 (4)x 100.88 CF/FT x 14 FT = 5,649.28 CF TOTAL REQUIRED = 2,214.95 CF GRASS PAVERS: 854 SF x 2"/12"x 0.30 = 42.70 CF 15 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 REC.AREAIWALK: (2)12'DIA.x 14'EFFECTIVE DEPTH LP'S GRASS/LANDSCAPING: 20,695 SF x 2"/12"x 0.30 = 1,034.75 CF DRAINAGE AREA PERVIOUS-52,660 SF (2)x 100.88 CF/FT x 14 FT = 2,824.64 CF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 1,077.45 CF 14 ISSUED FOR BID 02/07/2024 LOWER LEVEL RAMP: (1)8'DIA.X 14'EFFECTIVE DEPTH LP'S 13 ISSUED FOR PERMIT 01/11/2024 DRAINAGE REQUIRED (1)X 42.24 CFIFT X 5.5 FT = 232.32 CF PERVIOUS: (4)12'DIA,x 14'EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS 12 REVISED PER CLIENT'S REQUEST 01/04/2024 _(4)x 100.88 CF/FT x 14 FT. = 5,649.28 CF 11 REVISED PER SWPPP 06/14/2023 TOTAL PROVIDED = 16,725.59 CF TOTAL PROVIDED = 5,649.28 CF PERVIOUS: (1)12'DIA.x 12'EFFECTIVE DEPTH LP'S 10 REVISED PER NYSDOT COMMENTS 02/03/2023 GRASSILANDSCAPING: 52,660 SF x 2"112"x 0.30 = 2,533 CF =(1)x 100.88 CF/FT x 12 FT. = 1,210.56 CF 9 REVISED PER TOWN COMMENTS 12/21/2022 TOTAL.REQUIRED = 2,033 CF DRAINAGE AREA PERVIOUS-44,334 SF TOTAL PROVIDED = 1,210.56 CF 8 REVISED PER TOWN COMMENTS 11/23/2022 7 REVISED PER NYSDOT COMMENTS 09/15/2022 DRAINAGE LEACHING POOLS DRAINAGE REQUIRED 6 REVISED PER TOWN COMMENTS 02/16/2022 5 ADDRESSED FEIS COMMENTS 05/11/2021 GRASS: (1)12'DIA.x IT EFFECTIVE DEPTH LP'S GRASS PAVERS: 525 SF x 2"112"x 0.30 = 26.25 CF 4 REVISED PER CLIENT'S REQUEST 02/18/2021 =(1)x 100.88 CF/FT x 13 FT. = 1,311.44 CF GRASS/LANDSCAPING: 43,809 SF x 2"/12"x 0.30 = 2,190.45 CF 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 GRASSAANDSCAPE: (2)12'DIA.x 12'EFFECTIVE DEPTH LP'S TOTAL REQUIRED = 2,216.70 CF 2 ADDRESSED DEIS COMMENTS 07/17/2019 _(2)x 100.88 CF/FT x 12 FT = 2,421.12 CF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 TOTAL PROVIDED = 3,732.56 CF DRAINAGE LEACHING POOLS Number Revision Description Revision Date PERVIOUS: (2)12'DIA.x 14'EFFECTIVE DEPTH DLP'S Designed By Date Submitted = x x FT. = 2,824.64 CF TC 01/20/17 Date Created TOTAL PROVIDED = 2,824.64 CF Drawn By TC1LT 08/23/16 Approved By Scale BG AS SHOWN Client THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project SITE PLAIT! Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Nuimber. Contract Number. 1000-63-3-15 Regulatory Reference Number: Title of Drawing PROPOSED SITE U W z DRAINAGE in AND GRADING PLAN N Drawing Number: Q pF NEW), DREW c�o�'� W �m Sheet of o `rF�pR 0925 3 10 24 s sI PWGC Project Number. i Unauthorized afteration or addition Q to this drawing and related documents AVG 1601 `� NYSDOT CASE NUMBER 97500 is a violation of Section7209 s P. of the New York State Education Law Z5 o 3 a a B-1 B-2 B-3 B-4 (EL.26.0't) GROUND SURFACE (EL.28.0't) GROUND SURFACE (EL.28.0't) GROUND SURFACE (EL.30.0't) GROUND SURFACE DARK BRN. , , , 1 DARK BRN. , , , A 1 A- AM BRN. , , , DARK BRN. , , , Al A III III III 1 ORGANIC LOAM ORGANIC LOAM 1 C LOAM 1 ORGANIC LOAM11111 2 rn I I I 1 tr 1 It 1 1r 1 1.) OL 6 i i i 1 15 OL 6 I I I 1 166 I I , 1B 17 OL 6 2 DARK BRN.-BRN. 1 1 DY SILT I � � 2 BRN.SANDY SILT � DARK BRN.-BRN. I I 1 �B 2SILT LOAM,TR.SAND I I , B 2 SILT LOAM, ; ; I B 2 GRAVEL, i , i 2 LOAM,TR.ROOTSROOTS I I I I I I TS 6 •1 2 TR.SAND,ROOTS $ • 4 • •(OL)(6 i i i OL 6 ' ' ' (6) • BRN.SAND, 6 2 2 1 CN BRN.SANDY SILT ' ' ' 2 17" t )O ' ' ' 2 4 18" NN.-LIGHT BRN. .SAND, • • 2 4 1611 TR.GRAVEL,SILT • • 6OAM,TR.ROOTS • B 3 D,TR,GRAVEL, • ° • 3EL,SILT . ' • 6 SP 6 . ' • Strategic Environmental and Engineering Solutions B $ OL)(6 • 2 ° • ° 5 (3b) • 7 • • • LITTLE SILT • • 5 6 5 4 (SP-SM)(6) 5 5 • • 5 5 • • 3 Jc ��LIGH GE 3 6 1 g„ • • • 5 18„LIGHT BRN.-ORANGE • • • 3 $ 1 f;" • 18 SAND,TR.GRAVEL, • 3 Y10 LIGHT BRN.SAND, • • 7 • • 5LIGHT BRN:ORANGE • • 6 SAND,TR.GRAVEL,TR.GRAVEL,SILT • • SILT • • • • • • SILT • • y $ SP 3b 6 SAND,TR.GRAVEL, • 5 • 1� � ! ® • (SP)(3b) • • • 6 TAN-LIGHT BRN. • • • (j SILT • • • 5 (SP)(3b) 0 • ' • ' 7 R ORANGE SAND, ' • ' �� (SP)(3b) • • � �� • � • . 4 19 4 18 4 17 6Bohem a 30 on Avenue. . Suite 7 9 TR.GRAVEL,SILT 6 5 • dii 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 . • . 7 (SP)(3b) • . • 8 • . • 6 ' • ' E-4111, mail: INFO@PWGROSSER.COM • 6 6 LIGHT BRN.SAND, • • 5 6 LIGHT BRN.SAND, • • , 5 4 LIGHT BRN.SAND, 0 • ' 5 16" TR.GRAVEL,SILT ' • 5 19" TR.GRAVEL,SILT • • 5 18" TR.GRAVEL,SILT , • 10 • • 10 7 7 (SP)(3b) • : • 10 5 7 (SP)(3b) • : • 10 6 (SP)(3b) • : • CONSULTANTS 6 • ' � N 4 5 ' 4 7 8 18 6 19 0 0 s 4 18" • , • 6 4 19" • , • . • . 8 • • • X8 9 6 • • • • TAN-LIGHT BRN. • • • • 0 • • • • • • 15 SAND,TR.GRAVEL, • • 15 • • 15 TAN-LIGHT BRN. • • • 15 • • 4 SILT • • 6 • • SAND, • • • 5 • • • — (SP)(3b) • • • 9 • TR.GRAVEL,SILT • • • • • ___ s 6 20r 7 71811 6 N SP 3b 5 7 19 ( )( ) 7 19 %21 $ TAN-LIGHT BRN. • 6 TAN-LIGHT BRN.• • • $ SAND, 7 • M • 6 SAND, • • • • TR.GRAVEL,SILT • • • • TR.GRAVEL SILT • • Op9 • • • (SP)(3b) • • • : • (SP)(3b) • : • I • • • • • • • • LONG LAND • • • • S.Gt.•;M'� .O atSJ+'k:a�-`%'yc�" 20 0, P • • 20 • • • 20 • • • 20 • • • " •B-6. it . 7 6 . • . $ n • • • 7 n • • • 5 " • • • 6 „ • • • t�N RELOCATION 6 $ 18 a6 19 8 18 • . . 8 $ 1$ • • . - .;_ >a • 9 7 6 8 " • • • • � • • • • • • • �a • • • • • • • • • • • • a 220' 25 BRN.SAND, • • 25 ' • ' 25 LIGHT BRN.SAND, • • 25 • • 6 : c L`'` TR.GRAVEL,silt . . . . LITTLE GRAVEL, . . • • 6-5 ----- = UNIFIED SOIL CLASSIFICATION 6 (SP)(3b) • ' • G.W.T. $ • ' • TR.SILT • ' • ' • " - - ?. • ' • 25'-8" • ' • (SP)(3b) • ' • • ' • .."""" '`; - 81 g" . • . 9 9 19" • • • 9 7 19" • • • 9 6 1 g„ . • • ry a: SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS 7 $ 7 _. • • • . • • 8 . • . • • • " .. » Y..'; laTHRU 1d BEDROCK 0 . . 8 • . 8 • . 6 . . ARAI=*,'202 SQ1t,,;; ' G.W.T. OR6.75ACRES END OF BORING 2T-0" END OF BORING 2T-0" END OF BORING 2T-0" • • ► E B-2: i)0' {',' GW WELL GRADED GRAVELS,GRAVEL SAND MIXTURES,LITTLE OR NO FINES i q ° tw w w • • 9:41AM B-� _ — ` GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. aL N SB I°C CLASS 1 F I C A T I O N L SB RE CLASSIFICATION tL SB RE CLASSIFICATION • ~—w _ C LITTLE OR NO FINES SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE 30 • • • _ GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURE o LIGHT BRN.-BRN. • • • " •°� B-6 p SAND,TR.GRAVEL, » C7 ( � B-5 �A4 SILT ' • ' -�' .�."• SW WELL GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES c o c 102011 (SP)(3b) • • "" SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES(EL.30.0't) 13ROUND SURFACE (EL.29.0't) GROUND SURFACE (EL.32.0'f) GROUND SURFACEo 0 DARK BRN. , , , 1 DARK BRN. , ' • ' �: „. i SM SILTY SANDS,SAND-SILT MIXTURES o DARK BRN. CLAYEY SANDS SAND-CLAY MIXTURES ° 13 REV D.&ISSUED FOR BUILDING PERMIT 05/24/2024 1 1 ORGANIC LOAM ' ' ' 1 ORGANIC LOAM ' ' ' 1 ' ' ' • • 2 I I i 1 I I i 1 ORGANIC LOAM ' ' ' SC o ° 1 16" OL 6 i I I 1 14" OL 6 I I I 1 k �• 1a9a PAW I I I I I I 1 15" OL 6 I I I • .. 3 2 I I I 2 RN i ( 75' ¢ ' 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 I i I BRN.-LIGHT BRN. I , , BRN:LIGHT B �^~'r + .-B-�; • ! ML INORGANIC SILTS,VERY FINE SANDS,CLAYEY SILTS,SLIGHT PLASTICITY 10 ISSUED FOR BID 02/07/2024 SILT LOAM, i I I 2 I I I I I , • • 3 , , , SILT LOAM, , , , 2 SANDY SILT LOAM, I I I • `''' "REL°cnTl°N INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS 9 ISSUED FOR PERMIT 01/11/2024 TR.SAND,ROOTS I , , TR.SAND ' ' ' ' ' / -._ ' z0 NORTH - s CL 8 REVISED PER NYSDOT COMMENTS 2/03/2023 1 , , , X , , I TR ROOTS • .. :: ,OL 6 OL 6 ' ' ' S • • • ' • ( ya.ra ;: rotor"�,. SANDY CLAYS,SILTY CLAYS 3 " ( )t ) I I I OL)(6) s I`� W%rww srwr4ow' 'a,' 2 5 15" ' • ' 2 4 17 BRN:LIGHT BRN. • 2 6 16" •111 ' . 35 ' • ' w `' €' "� ' a- � —u: OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY I i I 7 REVISED PER TOWN COMMENTS 12/21/2022 SAND,TR.GRAVEL, • • tl BRN.SAND, • • o ?', _r -• <x Q 6 REVISED PER TOWN COMMENTS 1/23/2022 7 • 6 • aq R ,• '" - G INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILT 1 • LITTLE GRAVEL, • • i = ', MH 5 REVISED PER NYSDOT COMMENTS 09/15/2022 • • • • • • • • SILTY SOILS,ELASTIC SILTS 7 LIGHT BRN.-ORANGE • 5 (SP)(3b) 7 11 1 g° TR.SILT • srror raua" �i' 5 • 5 • LIGHT BRN.SAND, • • 5 • ."o �»., ; "; 4 REVISED PER TOWN COMMENTS 02/15/2022 $ SAND,TR.GRAVEL, • • 6 " • • 5 • 5 (SP)(3b} • • >,. Dirt . • _': H a CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS 1 3 181I SILT • 3 1$ • 3 718n TR.GRAVEL,SILT • • • N — 8 _� 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 .I YO SP 3b • • • $ • • • $ (SP)(3b) • • • m. ;' . :5= ""''.. OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS 2 ADDRESSED DEIS COMMENTS 07/17/2019 :..: g I=-•--- — . --- "'-- i� �_: —ter 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 " w,...... 411 • • • • • • • • "'""'°"' `:"' Pt PEAT AND OTHER HIGHLY ORGANIC SOILS Number Revision Description Revision Date ' 7 LIGHT BRN.-ORANGE • N • • ' 4 2O° SAND,TR.GRAVEL, ' • • • • • ; • - MAIN Rt)AD ALLOWABLE SOIL BEARING PRESSURES N.Y.C. BLDG.CODE TABLE 1804.1 SILT ' 9 Y Dad Submitted ' 7 • • ( NYSffigUn CLASS OF MATERIALS Designed TC O1 20 17 • • • (SP)(3b) • : • ' : • 0 15 (Notes 1 and E MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE y Date Created / / $ • • • FOUNDATION PRESSURE FOUNDATION PRESSURE• • • 40 TOPOGRAPHICAL * Drawn B 7 • • • SURVEY OFPROPFRIY (TSF) (kPa) TQLT 08/23/16 • • 6 • • • • • 1. BEDROCK(NOTES 2 and 7) 5 • .... 5/TUA fD/N; Approved 8 • • " • • • • ' • ♦ • 1a HARD SOUND ROCK-GNEISS,DIABASE,SCHIST 60 5,746 Y Scale • 5 19 • • • 5 • SOU7HOkD 1b MEDIUM HARD ROCK-MARBLE,SERPENTINE 40 6 12 11 • • • �d LAND SURVE'.'ING TOWN � '$UFF IROVkW,,M.Y. 3,630 BG AS SHOWN • • • 5 20 1c INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 Client: • • Sd.1.M.NO.1000-C7-03-l5 7 • - > 1 d SOFT ROCK-WEATHERED ROCK 8 766 10 � • � 10 10 • • • �";.�.A�.-�''�� SC'A/FP=40' wIY�2016 THE ENCLAVES 6 6 c ekr,ne •,,T, 2. SANDY GRAVEL and GRAVEL(GW,GP)(NOTES 3,4,8,and 9) • • 5 • • 6 • • • • • • c r* .,r ... wm 2a DENSE • ,� ',-»s..c,:�...K rr .. - �i -- --'^�'r' L! 10 958 a 7 2011 s 6 16" 716„ • . . • . �^..,.�L>.m .k�;, :x`,.;�, : w#- 2b MEDIUM 6 575 5SOUTHOLD, +6655 ROUTE 25 $ • . • 6 • • • 4 $ • • • • • • _ _ 3. GRANULAR SOILS(GC,GM,SW,SP,SM,&SC)(NOTES 4,5,8,and 9)* S O U TH O L D, NY • • 3a DENSE 6 575 7 ' • ' 7 $ • ' • • • • 3b MEDIUM 3 287 Project ' • ' ' • ' • ' • • • 4, CLAYS(SC,CL,&CH)(NOTES 4,6,8,and 9)* • • • • • • 4a HARD 5 479 • • • • • 45 BRN.SAND, • • • 4b STIFF 3 287 BORING LOCATION PLAN • • • • • TR.GRAVEL,SILT • • • 4c MEDIUM 2 192 LE: NT 5. SILTS&SILTY SOILS(ML and MH)(NOTES 4,8,and 9)* SITE PLAN • : • • � • � • � 5 (SP)(3b) : • : 0 25' 75' 150' �� 300' 400' 500' 5a DENSE 3 287 • • • • • • ' • 13 19" • • • 5b MEDIUM 1.5 144 15 0 • : 15 : • 0 15 • • 6 . • 50' 100' DRAWING SCALE: 1"=100't 6. ORGANIC SILTS,ORGANIC CLAYS,PEATS,SOFT CLAYS, SEE 1804.2.1* SEE 1804.2.1 5 6 LOOSE GRANULAR SOILS and VARVED SILTS ' • • • • • 5 • • • ' • ' 7. CONTROLLED and UNCONTROLLED FILLS SEE 1804.2.2 OR 1804.2.3* SEE 1804.2.2 OR 1804.2.3 5 7 6 20' TAN-LIGHT BRN. • • • 7 6 18" TAN-LIGHT BRN. • • 5 51811 TAN-LIGHT BRN. • • • ' • ' *REFER TO SECTION 1804.2 OR NOTES FOLLOWING TABLE 1804.1 IN N.Y.C.BUILDING CODE FOR ADDTIONAL INFORMATION Project Address: SAND, 6 • • $ • • • �/8 SAND, • • SAND, • • • ' • ' COMPACTION RELATED TO SPOON BLOWS/FOOT STANDARD PENETRATION TEST-ASTM D 1586 56655 ROUTE 25 TR.GRAVEL,SILT 7 • • 'N^ SP 3b ' • ' TR.GRAVEL,SILT • • • TR.GRAVEL,SILT • • • • • sANDaLES CLAY (2"SPOON,14M HAMMER so-FALL) SOUTHOLD ( )( ) • • • (SP)(3b) • (SP)(3b) • • • LOOSE LESS THAN 10 SOFT LESS THAN4 • • 50 • • • e SPOON 6'INCREMENTS COUNT SGENER OOBTLLY IN SUFFOLK COUNTY NEW YORK • • • • MEDIUM 10 TO 30 MEDIUM 4 TO 8 l ERBLOWS INS"INCREMENTS FOR E 2 NE,TO OBTAIN � • • � � • • • a PER f00T BLOWS PER FOOT(N)USE 2ND a 3RD ! • a • • DENSE GREATER THAN 31 STIFF GREATERTHANOT030 8"INCREMENT • • • • • • • • • ,� • HARD GREATER THAN30 County Tax Map Number, Contract Number. NOTES CB-CASING BLOWS PER UD-UNDISTURBEDSOIL 1000-63-3-15 ' • • ' • ' • ' • 6 20" ' • ROTARY CASING Y SPOON 1 FOOT DRIVE SAMPLE 0 • • 20 • • • 14 • • CASING CASING Regulatory Reference Number • • 0 • • 5 • SB-SPOON BLOWS PER NO-SAMPLE NUMBER • • • • • • • SIZE,INCHES 2.5 2.0 6 INCH DRIVE FEET-DEPTH FROM GND.SUR. • • ' ' 6 • ' • 1. SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. HAMMERWEIGHT,t9s. — 14o P-PUSHED BYWEKFiT NOTED AT EACHS' TitleotDrawing: OF HAMMER WOH-WEIGHT OF HAMMER ER FALL.INCHES 30 6 7 • • ; 5 5 • • • 6 • • • END OF BARING 52'-O" TAHEMLWBILITY OF SOIL MECHANICS DRILLING CORP.,R80FFICERS OR EMPLOYEES O ER WEIGHT ROR OMISSIONS OR NEGLIGENCE RESULTING MI PERSONAL INCHES F " ' , ' • 7 „ ' • ' w 2. SOIL DESCRIPTIONS ARE IN ACCORD WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM.s 6 20 : • 8 19 4111 • • • 6 7 20 • • • UU INJURIES,PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGES,IS UMITED TO THE AMOUNT OF THE FEE PAID FOR THIS REPORT.THE RETENTION LL SB RE CLASSIFICATION OR USE OF ANY PART CHAN THIS CREPORT WILL RP.INWCONSTITUTE ANACCEPTANCE AI THIS IN SEVEN OF LIABILITY.IF THISDATE ISF RECEIPTA HE FEE CLIENT BORING I �� $ . ' • �/7 • ' • $ • • • 3. GROUND WATER TABLE WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. MUSTDRILLINGLIMITATION t„WRRwc BY CERTIFIED YWHICHISTHEE ESSENCE FTHISAGREEMEN DAYS FROM THEDATEGFRECANTS HIGHECHARGED � • • • • FOR THIS REPORT IS BASED ON THIS LIMITATION OF LIABILITY WHICH 18 THE ESSENCE OF THIS AGREEMENT.IF THE CLIENT WANTS A HIGHER • • ' • • ' • ' • LIMITATION OF LIABILITY.SOIL MECHANICS DRILLING CORP.,WILL NEGOTIATE ONE,BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITION- a • • • • • • • • 4. SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY, AL PERASSUMPTION HERTH LIABILITY. HECLIENTFO MECHANICS WHOM THIS PORT ,IS OFFICERS PREPARED. NY NE,OTHE THANOUHAVE NO CUErTYORRESONTHISATY TO If 0 THE A� ® BORII'MNG �O G S PERSONS OTHER THAN THE CLIENT FOR WHOM THIS REPORT WAS PREPARED.ANYONE,OTHER THAN OUR CLIENT,RELIES ON THIS AT THEIR OWN RISK. ' • ' ' • ' • ' • 5. SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER, • • • • • • • • • ANDREW V.GIAMBERTONE&ASSOCIATES,ARCHITECTS,PC W 5 ' • ' 25 ' ' 6. SOIL TEST BORING GROUND SURFACE ELEVATIONS SHOWN ARE REFERENCED TO TOPOGRAPHICAL SURVEY- 62 ELM STREET > ' • ' • • • 5 • • • PROVIDED BY:ANDREW V.GIAMBERTONE ASSOCIATES&ARCHITECTS. HUNTINGTON,NEW YORK 11743 411, 6 7 7 20`1 9 8 20" • . • 7 rr . • . o 7 �/7 7 20 Drawing Number. $ • , 8 SOIL MECHANICS DRILLING CORP. �pF NEW 8 subsoil investigations �Q� pRE y� 9 END OF BORING 27'-0" END OF BORING 2T-0" END OF BORING 27'-0' 3770 MERRICK ROAD " SEAFORD, NEW YORK 11783 516 221 -2333 pN w C �� u0Aplt% W N SB EC: CLASSIFICATION a SB RE CLASSIFICATION w vp SUBSURFACE INVESTIGATION tL N SB EC CLASSIFICATION o PROPOSED 2 STORY HOTEL r m ROUTE 25 _ SOUTHOLD, NEW YORK 2 = Sheet of ¢N VERTICAL BORINGSCALE: DRAWING DATE: DRAWING NUMBER �(� 0925 3 1/2'=1'-0^UNLESS NOTED OTHERWISE DECEMBER 27,201 0 �� . 11 24 N DATES OF BORINGS: DRAWN BY: CHECKED BY: REVISED DATE: 16L805'7 Z: 16LDWGS 16L805.7 DECI CV SHEET 1 OF 1 pROFESSI� PWGC Project Number: S W ¢ � Unauthorized alteration dlte or additiodocuments AVG 1601 NYSDOT CASE NUMBER 97500 tothisdrawiaganofSeceon7209ents W W is a violation of Section 7209 �o of the New York State Education Law o a a LLJ II LAND NOW OR FORMERLY OF LL- 0 TOWN HARBOR ANTHONY FORGIO;-,'E UJ LANE &C311. NO, 1000-63-03-17.3 LO M oz,, UTILITY POLE :r- (0 LAND NOVV OR FORM ER LY OF A ('IMPROVED;COINNECTED TO PUBLIC WAT ER) -r-9 6 VALER!E ML SCOPPZ 0 > 2 LAND NOW OR FORrvIERLY OF 0 U_ — C) PROPOSED > &C.TAI. NO, 1000-63-03-16 VINCENT DOLO!,':'TE& ILEANA DOLOMITE rK, l_— PROPERTY LINE 0 l`_0) (P, PROVED, CCNNECTED TO PUBLIC WATER) BOX Cf)D 1_.C.TJ,1 NO, 1000-63-03-17.4 REMOVE 3 11C I PROPOSED PERVIOUS PROPOSED6'5' (IMPROVED, CONNECTED TO PUBLIC WATER) EXISTING RESTAURANT PARKING HIGH STOCKADE FENCE > (GRASS) FENCE PROPOSED 55 0 RELOCA STORY TFRAMEE EXISTING 1 EXISTING 1 STORY FRAME PROPOSED 6.5'HIGH HIGH STOCKADE SHED TO BE RENOVATED AND M WOODEN STOCKADE FENCE REMOVE FENCE l_Z STRUCTURE_ GARAGE TO REMAIN INCORPORATED INTO MAIN REMOVE PROPOSED FIRE W1 ACOUSTIC BARRIER EXISTING —PROPOSED 65HIGH Strategic Environmental and Engineering Solutions EXISTING HYDRANT FENCE 27 STOCKADE FENCE FENCE 28 28 S07*44'40"E 310.00' 1 -100 32 1 1 622.78' ---SF F- 1 S07*38'10"E SF SF— F SF SF EXISTING WELL To BE REMAINED WL SF SF ........ .......... ........... NE AND SF— .......... .... .........— L., REPURPOSED AS •LO SF= C\1 630 Johnson Avenue. Suite 7 SF "oo GEN < W L ....... Bohemia NY 11716-2618 0 F_ 0 W .. ..... ... Phone: (631) 589-6353 Fax: (631) 589-8705 _ _ __ _ O 0 0 i Ci _R: 01 0 < (f) E-mail: INFO@PWGROSSER.COM oo� i 0 STORY STRUCTURE TO REMAIN Z PROPOSED •EVENT RM. PROPOSED RESTAURANT CONSULTANTS .......... (NO BASEMENT) 13 W/BASEMENT 0 80 SEATS 0 4,472 SF ———————————— 0 X.0 W LU k 7T .... Z Z IMI .......... JL I IT IT JI 6. OSED PERVIOI 11 PROPOSED HOTEL )q 11 • TWO(2)STORIES W1 BASEMENT Z Z RESTAURANT PARKING (GRASS) 44 HOTEL UNITS L 0 0 Im 100 _J. (INCLUDES 4 COTTAGES) Fill! 0 26,272 SF n000 a 27- FF EL.32.1y < Lu ILJ 01 M-' in @ I H I + COTTAGE 1 \669 SF 1'7 nil .. .......... .. ......... S -is IBM P -CAB n n ANA DECORATIVE N04.*45'20"W .00, Poq 0 'D "Con Cl) 2 L� ii 0 COTTAGE 2 PROPOSED 6.6 HIGH 669 SF Efon I 1� 3' - 000 WOODEN t3 FF EL.32.0' J W STOCKADEFENCE -DOD _T1'CDC 0__ 13 ED n LAND NOW OR FORMERLY OF COTTAGE 3 669 SF __a_--- C, EUGEN TOMASIC&MIRELLA TOMASIC 0o S.C.T.M. NO. 1000-63-03-14 Imo (IMPROVED,CONNECTED TO PUBLIC WATER) 0 Fig MI 00111 inolo 01 0[1 F I -r: 'Dun A!5 �-, LO 'o COTTAGE 4 'o I - T, �0 f 669 SF n LOCUST LANE LIRR On i, @ Dion— 0 (n C PROPERTY GRASS PAVED WALKWAY L LINE U, A.— ROPOSED FIRE HYDRANT 'Co Cr;r limo r V'J U,'U, 6,E 6, b. no 0�0000o`C­- S PAVE14S� LAND NOW OR FORMERLY OF JANET L.RYAN ooc I H I 1runc) OP S.C.T.M. NO. 1000-63-03-13 -TI 0@1 -A Q (IMPROVED,CONNECTED TO PUBLIC WATER) RASS PAVERS 1 non ap,1-.1 G 0 15 . ........... .. ........... REVD.&ISSUED FOR BUILDING PERMIT 05/2412024 0 'is is .. ......... -A ...... ........ 14 REV'D.&ISSUED FOR BUILDING PERMIT C" Js ... ......... 03/22/2024 ,14 AS Js ......... As is �s 13 ISSUED FOR BID 02/07/2024 N05*30'50'W 616.57' 12 ISSUED FOR PERMIT 01/11/2024 ........ ... ..........2P REVISED PER CLIENT'S REQUEST 01/04/2024 11 L PROPOSED 6.5'HIGH WOODEN 10 REVISED PER CLIENT'S REQUEST 10/29/2023 STOCKADE FENCE 26 9 REVISED PER NYSDOT COMMENTS 02103/2023 U') 8 REVISED PER TOWN COMMENTS 12/21/2022 LAND NOW OR FORMERLY OF 7 REVISED PER TbwN COMMENTS 11/23/2022 6 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.WITZKE 5 REVISED PER TOWN COMMENTS 02/15/2022 S.C.T.M. NO. 1000-63-03-28.1 4 ADDRESSED FEIS COMMENTS 05/1112021 N05*30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) EROSION & SEDIMENT CONTROL PLAN 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 51.34' \ 2 ADDRESSED DEIS COMMENTS 07/17/2019 SCALE: 1 40' 1 REV.TO 44 ROOMS-UPDATE UTILITIES 104/11/2017 LAND NOW OR FORMERLY OF Number Revision Description Revision Date 0 40 80 PILLES REALTY HOLDING LLC S.C.T.M. NO. 1000-63-03-12 Designed By TC Date Submitted 01/20/17 SCALE: 1 40' Drawn By Date Created Approved By TQLT Scale 08/23/16 BG AS SHOWN ive! _IT!1,!1I 10 0 illiell Client 7� a THE ENCLAVES 777, 7777­77' STANDARD AND SPECIFICATIONS FOR 56655 ROUTE 25 CONCRETE TRUCK WASHOUT Sediment and Erosion Control Notes SOUTHOLD, NY Project • leaching ofliquids into the ground.The liner shall be plastic 'SB �waw 1. THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE sheeting with a minimum thickness of 10 mils with no holes Proposed Notes or tears,and anchored beyond the top ofthe pit with an INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL EROSION earthen berm,sand bags,stone,or other structural CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY appurtenance except at the access point. DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY THE 117pre-fabricated washouts are used they must ensure the Protection Elements OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL SITE PLAN CONDITIONS SHALL BE OBSERVED. capture and containment of the concrete wash and be sized based on the expected frequency of concrete pours.They PROTECTED AND REMAIN UNDISTURBED. p STRAW BALES shall be sited as noted in the location criteria. A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE EROSION CONTROL • Maintenance B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE Project Address: OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. All concrete washout facilities shall be inspected daily. Sediment and Erosion Control Grading SF SILT FENCE 56655 ROUTE 25 C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO Damaged or leaking facilities shall be deactivated and REDUCE RUNOFF VELOCITIES AND QUANTITIES. repaired or replaced immediately. Excess rainwater that SOUTHOLD has accumulated over hardened concrete should be 1. ALL 1:2 & 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. Definition&Scope pumped to a stabilized area,such as a grass filter strip. CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT E. SEDIMENT SHALL BE TRAPPED ON THE SITE. FILTER FABRIC DROP INLET PROTECTION SUFFOLK COUNTY, NEW YORK A temporary excavated or above ground lined constructed pit a Accumulated hardened material shall be removed when EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND County Tax Map Number: Contract Number: where concrete truck mixers and equipment can be washed 75'/'o' of the storage capacity ofthe structure is filled. Any NOT BE LIMITED TO, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED 1000-63-3-15 after their loads have been discharged,to prevent highly excess wash water shall be pumped into a containment FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW Regulatory Refwence Number alkaline runofffrom.entering storm drainage systems or vessel and properly disposed ofoffsite. COMPLETION OF CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED YORK STATE STANDARD AND SPECIFICATIONS FOR EROSION AND SEDIMENT leaching into soil. * Dispose of the hardened material off-site in a PLANTINGS HAVE BECOME ACCLIMATED/ESTABLISHED. CONTROL, LATEST EDITION". Title of Drawing: construction/demolition landfill.On-site disposal may be LANDGRADING AREAS Conditions Where Practice Applies allowed if this has been approved and accepted as part of )a the projects SWPPP.In that case,the material should be 2. EXISTING TREES TO REMAIN — SHOWN WITH LIMIT OF TREE CANOPY— 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE Washout facilities shall be provided for every project where recycled as specified,or buried and covered with a CONTRACTOR TO PROVIDE TREE PROTECTION FOR ALL EXISTING TREES TO INSTALLED PRIOR TO ANY GRADING WORK ALONG 111E LIMITS OF DISTURBANCE concrete will be poured or otherwise formed on the site.This minimum oft feet of clean compacted eoiallifill that is REMAIN PRIOR TO EXCAVATION, GRADING, CLEARING OR GRUBBING. TREE AND SHOULD BE MAINTAINED FOR THE DURATION OF THE WORK. NO SEDIMENT permanently stabilized to prevent erosion. SEDIMENT AND facility will receive highly alkaline wash water from the PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, STABILIZED CONSTRUCTION ENTRANCErC cleaning of chutes,mixers,hoppers,vibrators,placing • The plastic liner shall be replaced with each cleaning of SHEET C-400. WETLANDS OR ROADS. equipment,trowels,and screeds.Under no circumstances will the washout facility. wash water from these operations be allowed to infiltrate into • Inspect the project site frequently to ensure that no 3. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH EROSION CONTROL the soil or enter surface waters. concrete discharges are taking place in non-designated THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. areas. DUST CONTROL Design Criteria 4. PROPER MAINTENANCE OF EROSION CONTROL STRUCTURES IS TO BE PLAN �R PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED Capacity: The washout facility should be sized to STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, contain solids,wash water,and rainfall and sized to CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT CURB DROP INLET PROTECTION allow for the evaporation of the wash water and BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING Drawing Number. < rainfall.Wash water shall be estimated at 7 gallons 9 per chute and 50 gallons per hopper of the concrete AND REPAIR OF INLET PROTECTION. OF NE41 9 pump truck and/or discharging drum. The minimum DREW size shall be 8 feet by 8 feet at the bottom and 2 feet 5. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING hv"u deep.If excavated,the side slopes shall be 2 CONSTRUCTION. SOIL STOCKPILE AREA o % horizontal to I vertical. 6) %.0 -6 - Q� =300 - h 6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT it Location: Locate the facility a minimum of 100 feet from SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE E:: drainage swailes,storm drain inlets,wetlands,streams and i-5 other surface waters.Prevent surface water from entering the CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS Sheet of structure except for the access rood.Provide appropriate PERMANENTLY STABILIZED. )925 3 access with a gravel access road sloped down to the structure. 12 24 ...,i Signs shall be placed to direct drivers to the facility after their load is discharged. Iss PWGC Project Number: Unauthorized alteration or addition f7 Liner: All washout facilities wi'll be lined to prevent to this'.drawing and related documents AVG1601 Lzl! NYSDOT CASE NUMBER 97500 is aviolation of section 7209 < of the New York State Education Law SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL FLOW 2"X4"WOOD FRAME MINIMUM LENGTH ALTERNATE WEIGHT O u IIII . .... STAKE 2OF 2"X4" \_ �- "x 4"WEIR -� -- 4"VERTICAL FACE 1.5'MAX. Own ow 2"STONE FABRIC BEDDING DETAIL FILTER CLOTH 2"x 4"SPACER T� NOT TO SCALE �� �' T MIN. WIRE MESH DRAINAGE AREA NO MORE THAN 114 ACRE PER 100 FEET OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%. Iill� ' o: D •D• D INLET TO -II W PIPE Strategic Environmental and Engineering Solutions ANGLE FIRST STAKE,TOWARDS DITCH OR DIVERSION TO IIII 9b` OF X4"SPACERS ING ��DIVERT SURFACE FLOW ■ PREVIOUSLY LAID BALE. �� i""" i'O"" _ 0 0 _FLOW �_/ 40" auuc -_ WITH GATE /_ BURIED FABRIC El AL j ,u i ,u � i BENCHy GRADE 2-3% � FRAME 2„X 4„ r BOUND BALES PLACED - ANCHORS • ravra� '�` '�` A.JL '�` 'W` 'r'9"` '� '�' �_ DIST. • 630 Johnson Avenue. . Suite 7 ON CONTOUR, y �• '� arr � ,u rrJL STONE Bohemia . NY . 11716-2618 STEEL l�l�auuc mauls auuc yuu aurr +W� OR 2"X2RSTAKES PLACED S fllllim�l �I Illl 4 110�1II�II FL9��u y �u t j +t a Vt a III ( I 1'MIN. / _ � �� +u� � % Phone: (631) 589-6353 Fax: (631) 589-8705 11/2'TO2'INGROUND. IIC11INIII lFR -VA& � ` +t�,� '��` �� ,•. E-mail: INFO@PWGROSSER.COM DRIVE STAKES FLUSH WITH I�q +t e � GATHER EXCESS ! �' TOP OF BALE. III! 1'MIN. Ilp*�+ hl , a .r.'.' P"X4" r'll MI AT CORNERS I I I I I CLOTH i SPACER ANCHORING DETAIL II Y 141j1 � � MESH CONSULTANTS NOT TO SCALE 6'M11 X bl� �` �" III�'lly ••. CONSTRUCTION SPECIFICATIONS 2"x4"WEIR CONSTRUCTION SPECIFICATIONS i��lAnaRlllll(q CONSTRUCTION SPECIFICATIONS X Y(MAX) 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A BE USED FOR SHORT TERM APPLICATIONS. 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. ROW WITH ENDS TIGHTLY AEIUTTING THE ADJACENT BALES. 2 20' 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF ( ) 4 40' JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. GRADE LUMBER. FRAME SHALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES,AND PLACED SO THE BINDINGS AIRE HORIZONTAL. 3.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A LENGTH OF 3 FEET. 3.WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE IN EACH BALE SHALL 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 4.THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 5.FABRIC SHALL BE EMBEDDED 1 FOOT BELOW GROUND AND BACKFILLED. 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 5.THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED PROMTLY AS NEEDED. 6.A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO OF THE FABRIC FOR OVER FLOW STABILITY. INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. MAXIMUN DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE STRAW BALE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIKE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DETAIL NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION WOVEN WIRE FENCE SYMBOL SYMBOL (141/2 GAUGE 1 I EXISTING SYMBOL W/6"MESH PAVEMENT ITC.TOC. SPACING) 3 s-� CONSTRUCTION SPECIFICATIONS 36"LENGTH FENCE EXISTING _�/ FILTER MOUNTABLE BERM O POSTS DRIVEN 16" GROUND CLOTH PROFILE (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT INTO GROUND. CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, HEIGHT OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT STABILIZE ENTIRE PILE WITH VEGETATION =16' EXISTING CONTROL PLAN AND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION OR COVER t. 8 GROUND AND SEDIMENT CONTROL IN DEVELOPING AREAS".I- 2 - -- - EXISTING 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED W W 1 SLOPE OR LESS W PAVEMENT W y W W IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. W WW W W W W W W PERSPECTIVE VIEW 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO W W W W W W W W PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL. W W W W W W W W W W W W W W WW W 36"FENCE POST � " 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF W WW W W WW W W W W W W W W W W W 12 REV'D.&ISSUED FOR BUILDING PERMIT 05/24/2024 WOVEN WIRE FENCE(14 1/2 GAUGE W W W W W W W W W W W W W W W 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 W/6"MESH SPACING)WITH FILTER FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. W' W W W W W W W W ,y W W W W W W W W W W W W W v WW 10 ISSUED FOR BID 02/07/2024 CLOTH 20„ 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, W W W W 9 ISSUED FOR PERMIT 0210 /2024 CONSTRUCTION SPECIFICATIONS SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO nI f `'I FLOW_ _ (I g li,' 8 IREVISED PER NYSDOT COMMENTS 02/03/2023 SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED UNDISTURBED GROUND 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. tni, 7 REVISED PER TOWN COMMENTS 12/21/2022 6 REVISED PER TOWN COMMENTS 11/23/2022 COMPACTED SOIL _efz 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 5 REVISED PER NYSDOT COMMENTS 09/15/2022 EM13ED FILTER CLOTH 16„ A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. ������ s, 0 4 REVISED PER TOWN COMMENTS 02/15/2022 6"IN GROUND. 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN OQ boo�� 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 4 L� PARTICLES,BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE 51 SILT FENCE F 2 ADDRESSED DEIS COMMENTS 07/17/2019 SECTION VIEW 4.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT (WITH WIRE FENCING POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SUPPORT IN SLOPES>2:1) 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE. SATISFACTORY FILLS. Number Revision Description Revision Date 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 9. FROZEN MATERIALS OR SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL CONSTRUCTION SPECIFICATIONS 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OF STONE. NOT BE INCORPORATED IN FILLS. Designed By Date Submitted OR STAPLES.POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. TIC Date INSTALLATION NOTES Drawn By Date Created 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF TC\LT 08/23/16 FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DEVELOPMENT. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. Approved By Scale FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL BG AS SHOWN PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. Client 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. OR OTHER APPROVED METHOD. 3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED THE ENCLAVES MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING WITH EITHER SILT FENCING OR STRAWBALES,THEN STABILIZED WITH 56655 ROUTE 25VEGETATION OR COVERED. 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING. SOUTHOLD, NY 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 14. STOCKPILES,BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND 4. SEE SILT FENCE DETAIL ABOVE. Project "BULGES"DEVELOP IN THE SILT FENCE. RAIN. SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE STABILIZED U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIFICATIONS SOIL STOCK PILE DETAIL SITE PLAN NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE EROSION CONTROL Project Address: 56655 ROUTE 25 SOUTHOLD SUFFIOLK COUNTY, NEW YORK County Tax Maip Number. Contract Number. 1000-63-3-15 Regulatory Reference Number. Title of Drawing: T U SEDIMENT AND w z EROSION CONTROL AT DETAILS s CV Drawing Number. NEW y PNDREWC =30 � � N wr co a E Sheet of S S 0925 3 13 24 FE $0 PWGC Project Number: as T �M ui Unauthorized alteration delted documents ocu en AVG 1601 zF NYSDOT CASE NUMBER 97500 �IhisaviolationofSecti Section iz of the New York State Education Law 0 o 0 a a _ 12" (MIN.) AL 50' MIN. LENGTH MEASURED &ONG t OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE i) HIGHWAY EDGE OF PAVEMENT ^� 24" TRANSITION R OUTSIDE EDGE YP.1 APPLICATION NOTES- -6" C14USHED STONE OF TRAVEL LANE I A. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE/EXIT IS TO REDUCE OR OR GRAVEL MIN. ELIMINATETHE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. MPW � ,• 12" MIN.COVER OVER PIPE 12" (TYP) rrc GENERAL NOTES: [JI / �., 1. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. GEOTEXTILE STABILIZATION, / 1 ' STRENGTH CLASS 1 —FILL, MATERIAL MEETING THE REQUIREMENTS 2. PROPOSED DRAINAGE PIPES SHALL BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH � \ OF EMBANKMENT MATERIAL. FLOWS (12' MIN.). ALTERNATIVE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS GRADE AS NECESSARY TO PROVIDE SMOOTH SAG ORIGINAL CONSTRUCTION ENTRANCE / EXIT MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL BYTHE ENGINEER. Strategic Environmental and Engineering Solutions VERTICAL CURVE ALONG CONSTRUCTION GRADE �—DRAINAGE PIPE, 12" MIN., IF NECESSARY ^ 9� 9� 9 ENTRANCE / EXIT (SEE NOTE 3) (SEE NOTE 2) 3. DRAINAGE PIPES OVER 20" DIA. THAT ARE NOT BEHIND A ROADSIDE BARRIER SHALL "'- INCLUDE SAFETY END SECTIONS OR GRATING TO ENSURE TRAVERSABILITY. ° TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE 4. THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND, PLACE r (CUT AND DITCH SECTIONS) GEOTEXTILE OVER THE ENTIRE AREA THEN PLACE 6" OF =3 CRUSHED STONE OR GRAVEL �' ` ' - ® ' '� ENTRANCE MATERIAL UP TO THE EDGE OF PAVEMENT. ° ' HIGHWAY EDGE 111111 0 e. NI OF PAVEMENT 5. LAYOUT DRIVEWAY OPENING PER TAPER METHOD OF LAYOUT FOR A MINOR COMMERCIAL p 50' MIN. LENGTH MEASURED ALONG t OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE 1) I OUTSIDE EDGE DRIVEWAY ON STANDARD SHEET 608-03. P OF TRAVEL LANE 6. DETERMINE DRIVEWAY WIDTH "W" FROM THE MINOR COMMERCIAL DRIVEWAY CLASSIFICATION 63O Johnson Avenue. Suite 7 OF TABLE I ON STANDARD SHEET 608-03. Bohemia . NY. 11716-2618 24" TRANSITION (TYP.) T. INSPECT THE CONSTRUCTION ENTRANCE / EXIT AT LEAST WEEKLY FOR SEDIMENT ® Phone: (631) 589-6353 . Fax: (631) 589-8705 - ACCUMULATION WITHIN THE STONE SURFACE AND FOR GENERAL SURFACE CONDITION, E-mail: INFO@PWGROSSER.COM ri/'' SGEOTEXTILE TRENGTH CLASS STABILIZATION, B. PERIODIC MAINTENANCE IS REQUIRED IF SEDIMENT IS TRACKED ONTO PAVEMENT AND COST . OF MAINTENANCE WILL BE INCLUDED IN THE UNIT PRICE BID. CONSULTANTS TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE PLAN !FILL SECTIONS) J' A DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY (SEDIMENT FILTER LOG) 1 I I I DFAINAGE PIPE— (SEE NOTE 2) I I WIDTH "W" \ •3 CRUSHED STONE OR GRAVEL� (SEE NOTE 6) Q NOMINAL 2X2 WOOD POST SEDIMENT—� o i I 1 1 I GEOTEXTILE STABILIZATION; FILTER LOG - i I 1 1.5 STRENGTH CLASS 1�\ \� V I 1 1:2 SLOPE (TYP.) (HEIGHT 6") / FILL MEETING THE REQUIREMENTS j 1 j l OF EMBANKMENT MATERIAL��\, DIRECTION i ^ � OF SURFACE 6" -� f GRADE TO DRAIN t I \ RUNOFF FLOW IN DIRECTION OF 1 1 1 1 I 1 \\ rr \ SURFACE FLOW ------ - ............._.._.._....-- --....... J 1 I L...y SEE TABLE I---\.~ X i�' \� I T 1 - - - - - - - - - - - - - - - - I SEE NOTE 3- \� / $�W 50' MIN. LENGTH "L" MEASURED ALONG t OF CONSTRUCTION ENTRANCE / EXIT I BOTTOM OF DITCH--� ° DRAINAGE STRUCTURE ` �o _ .... . .. . . ... .. ........ _. ......... .. ...._ .. .... _ ._ ........ .. . 1 1 T : ::� :..,�.•.. .; , I ° URE WALL 90 DEGREES- TYPICAL CONSTRUCTION ENTRANCE / EXIT SECTION A - A V III 12' (MIN.) - -- - - - - - - - - - - - - - - - - -- - - _._......_._................................. ..................................... ................. ......................................_... -1... CROSS SECTION � I FILL MA', AND -/ AND TEMPORARY SEED AND MULCH i�� TABLE i _ \I. DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY --_,.•__ . i X HIGHWAY SPEED CONDITION (SEDIMENT FILTER LOG) W 1.5 J 2 ALL SPEEDS - PROTECTED BY BARRIER III 1 3 <50 MPH 6 t 50 MPH iI1 \ a f.- ( W I W i 1 d I A s HIGHWAY WORK PERMITS NOTE: SIDEWALK WITHIN NYS RIGHT-OF-WAY TYPICAL CONSTRUCTION ENTRANCE ! EXIT PLAN (N.T.SS.) (CUT/DITCH AND FILL SECTIONS) THESE ARE FOR USE WITHIN THE NYSDOT RIGHT-OF-WAY - -- -- —-- WELDED WIRE FABRIC (W2.9 6" X 6" WIRE 1' 0" MINIMUM FOR NEW - REINFORCEMENT MAT PLACED AT MID THICKNESS OF THE SIDEWALK) OR FIBER CONSTRUCTION. REPLACE REINFORCEMENT. SIDEWALKS CROSSING EXISTING WALK AT EXISTING COMMERCIAL DRIVEWAYS MUST BE 13 REV'D.&ISSUED FOR BUILDING PERMIT 05/24/2024 OFFSET. REINFORCED WITH WELDED WIRE FABRIC. r i 12 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 §' _ r4" TOPSOIL, COMPACTED, SEEDED 11 ISSUED FOR BID 02/07/2024 - — AND MULCHED R.O.W. 6„ / 1 ITEM 610.1602 - ESTABLISHING TUF 0 ISSUED FOR PERMIT 01/11/2024 _ ITEM 610.1403 - PLACING TOPSOIL 9 REVISED PER NYSDOT COMMENTS 2/03/2023 1.57 MAX - COMMENTS 2/21/2022 7 REVISED PER TOWN COMMENTS 1/23/2022 PED.ACCESS ROUTE/ — I I — _ BUFFER ZONE SLOPE TRANSITION I I--I I �� >o — i IDEWALK WIDTH ice' 6 REVISED PER NYSDOT COMMENTS 09/15/2022 CJ C� 5 REVISED PER TOWN COMMENTS 02/15/2022 �_.-- iROOT CONTROL FABRIC, WIDTH VARIES 4'-0"MIN. MATERIAL AND I —1 ._._--_—• AS REQUIRED; ADJACENT 4 ADDRESSED FEIS COMMENTS 05/11/2021 (SEE NOTE 13) WIDTH VARIES TIE INTO ii �1-- —� � — I-- TO TREES, TO FULL DEPTH \ OF SIDEWALK AND BEDDING 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 EXISTING GROUND %• �`.\ \ 2 ADDRESSED DEIS COMMENTS 07/17/2019 CURB(TYPE VARIES) 6"(TYP.) 6'(TYP.) \-CONCRETE WALK, 4" THICK TYPICAL. 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 (SEE 609 SERIES Number Revision Descriphon Revision Date STANDARD SHEETS) e IT THICK THROUGH DRIVEWAYS. 1.5/"M OPE REMOVE, REPLACE AND ` ITEM 608.0101 - CONCRETE SIDEWALKS NOTE A41 - sl RESTORE UNSTABLE SUBGRADE AND DRIVEWAYS (CLASS D CONCRETE) S`CE Designed By Date Submitted $� AS ORDERED BY ENGINEER. Drawn By Date Created vpRl� -�VqR/FS \6" TC 01/20/17 FOUNDATION BEDDING ITEM 304.12 - SUBBASE COURSE, TYPE 2 TQLT 08/23/16 I SURFACE TYPE 6"MIN.SUBBASE,WHERE CROSS-SECTIONAL VIEW Approved By BG Scale AS SHOWN (SEE NOTE 13) 6"SUBBASE REQUIRED(SEE NOTE 9) Client. 6"MIN.SUBBASE,WHERE 4"CONCRETE SIDEWALK THE ENCLAVES _25' _...... —� (6"AT DRIVEWAYS) — — SAWCUT EXISTING WALK 56655 ROUTE 25 SEE PAVEMENT I _ _ _ ��TO REMAIN RECONSTRUCTION OPTIONS VARIES 5, - �� SOUTHOLD, NY A AND B ON THIS SHEET ~` / Project n• a r. o —�c TYPICAL SIDEWALK CROSS SECTION CURBEDWITH BUFFER ZONE ,SCALE: NTS SITE PLAN / �. , � -1/2" PREMOLDED ~SAW CUT OR WET -SAW CUT SIDEWALK BITUMINOUS-IMPREGNATED CUT CONCRETE / ,'J AT JOINT NEAREST FELT. FULL WIDTH AND WITH TROWEL OR CONSTRUCTION c tj DEPTH OF CONCRETE t" JOINT TOOL, 2" ' LIMITS. ProjectAddlmss G SLAB. 's MINIMUM DEPTH, `' 56655 ROUTE 25 \ EXPANSION CONTRACTION FULL WIDTH OF CONSTRUCTION JOINT j JOINT CONCRETE SLAB. JOINT / SOUTHOLD SUFFOLK COUNTY, NEW YORK PROFILE VIEW County Tax Map Number: Contract Number: 1000-63-3-15 Regulatory Reference Number: DOTES: _ 2"TOP COURSE 1) THE GRAVEL OR STONE BASE SHALL BE PLACED ON A WELL GRADED AND COMPACTED SUBGRADE. THE GRAVEL OR STONE BASE SHALL BE Tide of Drawing: THOROUGHLY COMPACTED. ITEM 404.098101 3"BINDER COURSE NYSDOT TYPE 3 2) ALL EXPOSED SURFACES SHALL BE BROOMED AND EDGES FINISHED WITH A 1/4" RADIUS EDGING TOOL. THE FINISHED CONCRETE SURFACE SHALL o BE TREATED WITH A CLEAR, NON YELLOWING CURING COMPOUND. F„..1.. ; .:•.:, ITEM 404.198901 U g. 3) NO CONCRETE SHALL BE PLACED BEFORE APRIL 20TH, OR AFTER OCTOBER 31ST. NO CONCRETE SHALL BE PLACED UNLESS THE AMBIENT AIR AND BASE MATERIAL SURFACE TEMPERATURE IS ABOVE 40 DEGREES. z IITEM 404.258901 E IN TWO 3"LAYERS BASE 41 ALL WORK SHALL CONFORM TO NYSDOT SPECIFICATIONS. NYSDOT DETAILS 5) ALL WORK SHALL CONFORM TO ADA REQUIREMENTS. 6"SUBBASE COURSE ITEM 304.10119917 6) CONTACT NYSDOT ENGINEER IF PROPOSED SIDEWALK 1S LESS THAN 5' WIDE, 0 TACK COAT ITEM407.0102 T) RUNNING SLOPE/GRADE WHERE HWY GRADE IS 57 OR LESS: 4.57 RUNNING SLOPE/GRADE WHERE HWY GRADE IS 5% OR MORE: HWY EDGE OF PVMT GRADE IS N MAX Drawing Number TYPICAL PAVEMENT RESTORATION DETAIL ��-oF NEW y P O W NDREw .f� 0 SUPERPAVE WARM MIX ASPHALT �P c� SCALE: NTS * * ® W ro q`? � Sheet of o N sFaAR0 92523 �X., 14 24 I _� FESS1 o PWGCProjectNumber: Unauthorized alteration or addition AVG 1601 Z NYSDOT CASE NUMBER 97500 tomisar ollaUo ofrSe�on 209�nts LL o of the New Yak State Education Law o 3 a a C�e - EX.T.I`v,,., NO.1000-63-03-17.3 M c' ' W:PF OVED,CONNECTED ED TO PUBLC WATER L`� � � �, LAND NOW OR FORMERLY Y OF ( LAN. NOW OR FORMERLY OF c, ' VALERIE �I.�SCOPAZ I � � > C' S.C.T.�•:1. NO. 1000-63-03-16 4'I ,,CENT ITT D0LON11TE.&ILEANA DOLOMITE 0 ® (IMPROVED,CONNECTED TO PUBLIC WATER) = Landscaping S.C.T.M. N0. 1 {)O" -03-17.4 � t`I 16 DEEP FRONTAGE LANDSCAPE AREA IN I (IMPROVED,CONNECTED TO PUBLIC WATER) NOTE:DIRECTLY EAST OF HOTEL COMPLIANCE WITH SECTION 280-94 n 7209 15'DEEP FRONTAGE LANDSCAPE AREA IN <.- }- P COMPLIANCE WITH SECTION 280-94 j ROOM,PLANT CUPRESSOCYPARIS n 7 C} TRANSITIONAL ZONE 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF TRANSITIONAL ZONE - 0 Ui RELOCATE EXISTING t THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN,ANSI LEYLANDII 18 20 TALL. - STORY FRAME IS DEEP FRONTAGE LANDSCAPE AREA IN Z60.1. GARAGE TO REMAIN -'1 � �"" -� COMPLIANCE WITH SECTION ' ACER RUBRUM i CUPRESSOCYPARIS 280-93 B 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. 'OCTOBE:R GLORY'(2) ORNUS FLORIDA I � LEYLANDII(133) 2'�- ' , " 310.00' 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AND/OR LANDSCAPE ARCHITECT'S APPROVAL �° "' S07°4440"E + VAR RUBRA(4) 2R I,..:._ _. _... , "= m.' ... „k;:.w:.:• <"r:.- ,aa"r.4:. ..� p•; 4. SHOULD 62 \ - 'F"" '- -M c, „( U LOCATION OF TREES BE WITHIN 5'OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN.5' 1 ,. 3^ °38'10"E 1 - ..�� "- '. ,*$'°r ;y.,,,;`. ''.. 3t ; �. -.� -� '' :� s;c'� ,, "` _ _ FROM BALL TO UTILITIES. ' f A'i:.,:d1'.p„"/ll:�� '•fop';., 'r;,,, `�;•, m.9�., .:,r. �- _n-fry o __Q :.. „f '•,;; ' • ,., 'r:; ?%Via:{i' r. 1''., _ ," l ',' �,•�•� „�.. a-4-' '„ s,,,, e,;,,, - t,,: .,, �H , 5 ; - • :: J;,,, 5. SHOULD LOCATION OF TREES BE WITHIN 20'OF OVERHEAD UTILITIES, RELOCATE SAID TREESTO MIN.20'TO Strategic Environmental and Engineering Solutions ..� - .,r .,; ,... =a TAXUS X MEDIA g 9 9 YF---0^^ .< .«.. r::» '.f. .1.> ..-.._-l;�'..`.�. 'fir �.. a ::We:i.�... :'� - r:. ,,. .< . i.. it a .., r), !(t,, r;,(. .., ./,f t. .,..r .rl.• , y .,:: 1'• ,r,,.." ........_ _d!,',.,:.� -....-._-�.,._.....-_. -."ice .._..._ < ,,; ,�.:.......... ._-..,.:. .-,.........>t;pt.? •'.: ::yb o�, CORNUS FLORIDA , , WIRES TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50 r, .. r, „ ,•, : ,. , TAXUS X MEDIA HICK za w �' :.'•:'•:'fn r I"'j SII (22) PERCENT OF THE SOIL TAKEN OUT OF THE PLANTING HOLE TO PROMOTE GROWTH IN THE SURROUNDING �' « if,n• •' - ;,: y„ �, ,,. 'HICKSII' �! :> 100kW ( ) :•a-n ) / SAIL. I A RUBRA(4 V GENERATOR ..:!.}}}XC.:•'c r .............. - , �ocAnoN �:•:• n. o :..... :::::::::::::;.-'-.......::'::::::.....: >:2`:5 ;;::;>; >:: 6. ALL BEDS SHALL BE MULCHED WITH 4 INCHES OF FINE SHREDDED BARK MULCH AND SHALL BE KEPT AWAY s ❑ ` \ FROM THE IMMEDIATE BASE OF TREES , ��= " TR S AND SHRUBS. - - cr .......- -- X M 7. LANDSCAPING SHALL BE MAINTAINED IN HEALTHY AND VIGOROUS GROWING CONDITION. PLANTS THAT FAIL '•`` O 179 SF ` 'r ° ; - �;, SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT THE BEGINNING OF THE NEXT ` O LANDSCAPE G 403 SF LANDSCAPE r \ { GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX. 630 Johnson Avenue. Suite 7 O ; , AREA PER :::::: A o 5'LANDSCAPE 8• PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 Bohemia • NY • 11716-2618 ml• :. 1` Ii i SECTION :'• n AREA PER SECTION AREA PER I; 280 95(A) ::� 1280-95(A) I I I SECTION 28093(B) TO DECEMBER 15. PLANTING OF EVERGREEN TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE Phone: (631) 589-6353 . Fax: (631) 589-8705 1 AND SEPTEMBER 1 TO NOVEMBER 15. PROP.TREE :::IQ CORNUS FLORIDA ----------- E-mail: INFO@PWGROSSER.COM ::.:.In 9. IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE PER SECTION VAR RUBRA(4) I n t f;,,;> _ ❑ I APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE 2eo-s5 A • • o x. ,,."1"� ❑ L____ __ ___i ` THAN 6 MONTHS AFTER PROJECT COMPLETION. ( ) 263 SF 183 SF :::::::;i- •LANDSCAPE - . CONSULTANTS AREA PER SECTION _ 10. ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, • •i ! n ✓�I,`••` - LANDSCAPE ":.aG �� � .�.r--°... , 77nO G AREA PER :::n td80 95(6) o 15'DEEP F��NTAGE�QNDS�4P WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER '• x ACER RUBRUM ''"` , I I ❑ h n R AREA IN COMPLIANCE WITH o PLANTING. RA E I O O SECTION I G,WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 4 INCH WIDE BITUMINOUS CTOBER GLORYa 2) 280-95(A) 'n SECTION 280-93(B) IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT ':r n '; ." e w TOP AND BOTTOM. THE TRUNK WRAP SHALL BE REMOVED ONE YEAR AFTER PLANTING. u u u n c c:u' .:, -.` ,> ,AI' • O gJ•p.� \ Op ,aananeaa ° • ,r 11. THE USE OF NATIVE,DROUGHT-TOLERANY PLANTS IN LANDSCAPING IS REQUIRED. ,� 50' 25' 1, ,_x sT.e•` FE.l•• O 12. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF nt guuu' ot• n ' 1 % THE TOTAL NITROGEN IN THE MIXTURE IS REQUIRED. �• nbn ° C LIGUSTRUM X 13. A MAXIMUM OF 1 SB.OF NITROGEN PER 1000 SQUARE FEET IN ANY ONE APPLICATON,WITH A CUMULATIVE 0 �b ° PROP RE PE I ... T APPLICATOIN OF NO 0 n SEC ON 2 M RE THAN 2 LB P F a95 A S.PER 1000 S PER YEAR S REQUIRED. ' IBOLIUM 24 i a'�- __ ._ I ( ) O _ . an -CQRNUS FL RIDA Qo A Qo m'` _A n, SECT ON 2 0 95 ) 14. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM W ° �- n 99 SF LANDSCAPE ,..• n BETWEEN NOVEMBER 1stAND APRIL 1st IS PROHIBITED. VAR RUBRA ) O \ ,....• O w - n TAXUS X MEDIA AREA PER SECTION ACER RUBRUM ` ® \ -.. 280-9 ( ) 15. PHOSPHORUS CONTAINING GRATER THAN 0.67 IS NOT ALLOWED EXCEPT WHEN ESTABLISHING A NEW LAWN. ,arty,+•' _... \ \- • 'tz,. I STRUM X n GLOR' ' ' = '�-' ' ' KSII'(67) 5 A 'OCT Y'(2) ' ' O ,, ,' : �n �HIC OBER w .l t LIGUSTRUM X� -- UPON COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE SITE. ® '.® : ®,: ® ® IBOLIUM(59) } < 1' r= `:,;`.;m =r'">_''> THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH UPON ANY _ x arc. ¢ ) "' �' RIGHTS-OF WAY OF THE TOWN OF SOUTHOLD �.-, �>itlilt �� � .�•E......� 0 � \ CORNUS FLORIDA I° �" s• LANDSCA PARKING L;t•>' \ I``• -......_�_.-VAR RUBRA(1) o71 5 ` AREAINC PLIANCE I USTRUM�'' -. .. ), I :nn I. - II 4 LU WITH SECTI '' I LI T X` JUNIPERUS DAVURICA :G ' t4 ° O O •,t �.� ' LIUM(48) LI S M.�a 8 IB M ) EXPANSA(2) ;s cc �� �I 280-95 B C a ° G u O IFLORIDA w B ncn IVAORRUBFL( )1,571 SFD LANDSCAP `' nr. VAR RUBRA . . . �... o ,� _nn 1 " LEYLANDII(10) Q AREA PER JG1 STRUM X ` L USTRUM X SECTION N - - 280-95(A) IUM(48) � ,1 I OLIUM(25) \ \ 15'DEEP FRONTAGE LANDSCAPE AREA IN S 4 \ "C; - COMPLIANCE WITH SECTION I I \ O LIGUS`TR ` O \\ n n r c r Q O 280-93(B) F 1 IUI IBOLIUM(25) W I USTRUMX( O O O O n FIVE SHADE TREES ALONG FRONT ' 1' L w LIUM 53 n �" o i O )k ¢ i YARD IN COMPLIANCE WITH SECTION '° a n 280-93(AS SHOWN) f ._;i)LilGr:4nCi n;:nnn J:ln ut,unC..,=nnnr] )n']:.tann[Inb GGGnClnnn'�.;,,n ;n NG �nnrnr.::rnnnncinnan..icrnnnr.;nGraTnr, GRASS PAVED WALKWAY nnnannnnr.;r.:cr:nnnnnnana � )� r• . Z ' � • » 1 � .�}-PROPOSED FIRE HYDRANT �` �� �; •8. -- � NOTES: REMOVE ALL PLASTIC&WIRE TABS. O I ^nnnnnrnnnonnn\ onnnonnnnnnnr:nrr rnr., ACER RUBRUM ' DO NOT CUT BURLAP FROM SIDES NATURAL AREA � " ° ° �' b` b'' b` CORN�IS FLORIDA = � � i -�G+?�assa'��Rs -n. 52 SF NDS APE n c " ` ."y+"W AR P SE TION TVAR IUBRA-2 ___ -- _ JUNIPER S DAVURICA \ LAND NOW OR FORMERLY OF tr OCTOBER GLORY (2) JANET L. RYAN ( \` OF BALL. 2da95(A) LIGUSTRUM ( � -"E�CPANSA(12) Y ` \ PROP.TREE PER ! o REMOVE ALL PLASTIC CORDS FROM ACER RUBRUM CORNUS FLORIDA X IBOLIUM ` ° o n:,n S.C.T.M. NO. 1000-63-03-13 PROP.TREE PER SECTION 280-95(A) n t nncyu c TREE BALL,IF PRESENT. CORNUS FLORIDA SECTION VAR UBRA(2) `(75) °rt�� �' (IMPROVED,CONNECTED TO PUBLIC WATER) OCTOBER GLORY (3) 1 =noon Y o VARJB I---- -----�r \ �?!a ' j o m I JUNIPERUS DAVURICA �r;r.noon- • 'EXPANSA(3) ~. I r ; m - - '' 4.x. ARIS ° s .qry «4•. ..:L��, tl: i, c. ..,y /" a'�":':l';' jY. .fir - ..._.'r: 7i7.' '°t;. - ^'v, (7 :. w ' ,':' :.., r..'<r . -a� �.. . ; ;- ,, - - LEYLANDII 5Y - 1 ''. +d 'r. ... .. ..... _ _ n :, .:� '" '„ jP - 14� s%.,``2 .- S u 4.n cti. 1^" a-�^a- ( ) EVERGREE '50"W 616 5 ..�.. ^ -,_.< � a -a � z U' EVERGREEN TREE LANDSCAPE PARKING f f91 ), "° CORNUS FLOPoDA - - q z 15 REV D.&ISSUED FOR BUILDING PERMIT 05/24/2024 ACER RUBRUM AREA IN COMPLIANCE LANDSCAPE PARKING \, F fO < SOIL SAUCER,TOP W/MULCH 14 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 -OCTOBER GLORY'(3) AREA IN COMPLIANCE VAR RUBRA(3) m 1 a r WITH SECTION WITH SECTION 13 ISSUED FOR BID 02/07/2024 280 95(B)(C) ; ACER RUBRUM SET TOP OF ROOTBALL 1"ABOVE 280 95(B)(C) u , FINISH GRADE 12 ISSUED FOR 11 REVISED PER CLLIMIT 01/11/2024 IENT'S REQUEST 01/04/2024 OCTOBER GLORY'(2) SHREDDED BARK MULCH AT 4"DEPTH LAND NOW OR FORMERLY OF i. i 4"DEPTH OF COMPOST,INSTALL 10 REVISED PER CLIENT'S REQUEST 10/29/2023 CHARLES W.WITZKE :,2 AND MIX W/PLANTING BACKFILL G MIXTURE 9 REVISED PER NYSDOT COMMENTS 02/03/2023 S.C.T.M. N0. 1000-63-03-28.1 CUPRESSOCYPARIS / 8 REVISED PER TOWN COMMENTS 2/21/2022 N05°30'50"w IMPROVED,CONNECTED TO PUBLIC WATER //` REVISED PER TOWN COMMENTS 1/23/2022 ( ) REMOVE BURLAP FROM TOP 1/3 51.34' '� LEYLANDII(46) LANDSCAPE PLAN _J _ OF PLANTING BALL 7 � F 6 REVISED PER NYSDOT COMMENTS 09/15/2022 PREPARED PLANTING MIXTURE 33 SCALE: 1�� = 40' LAND NOW OR FORMERLY OF m w 257° 5 REVISED PER TOWN COMMENTS 02/15/2022 ^' ° COMPOST 75%TOPSOIL 4 ADDRESSED FEIS COMMENTS 0 511 1/2 02 1 DII I CC DCA 1'ry LJ/11 I.11A1/?1 I /l PH RANGE:6.7 TO 7.0 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 / - 0 40 80 =:-' r' 5 LBS.TYPE 1-ROOT GROWTH 2 ADDRESSED DEIS COMMENTS 07/17/2019 ENHANCER PER CUBIC YARD OF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 MIXTURE Number Revision Description Revision Date SCALE: 1 rr - 40' DI A. DO NOT EXCAVATE LOWER THAN BALL DIA. BALL DEPTH.IF EXCAVATED BELOW THE BALL DEPTH BACKFILL AND COMPACT Designed By Date Submitted XISTING TREE BALL DIA.x 2 MIN. TO PREVENT SETTLEMENT. TC 01/20/17 Drawn By Date Created AT TRUNK TQLT 08/23/16 ROPOSED O PLANT CENTER TYPICAL TREE PLANTING Approved By Scale STONE RETAINING SCALE: NTS RG AS SHOWN -{� PLANT ROWClient O- "L` WALL 1 7' 77,7777 PRUNE I/S OF GROWTH& THE E • • " •, TYPICAL ON CENTER L I �-r : ;��',w�-17.�;.����•,-' /,� -y-;,>* �, )�- 12"MAX.WALL HEIGHT � • ;. BROKEN BRANCHES BUT ENCLAVES O O SPACING AS LABELED ON 56655 ROUTE 25 M m a.' PLANTING PLAN RETAIN LEADERS AND a''•c'�,r+��%. .:Y"�,�':" - ,i' :ay� ,.-,��.c£Y�d_.ip rl,�, .•. ' .�.ae ,-.,.,>.,s..:...,......m..ww........<.,.e.,..,....m. _.....»,_.,.._,..x..,,.- . NATURAL FORM OF SHRUB SO _._ _.. ORIGINAL PLANTING Project: NY is ,t„• PLAN-BPACl�ldO PLANT SET AT OR,,".' •:i ,� �:,%��Y --_ '._-_ - 18 DEPTH "MIN B�o �� QTY BOTANICAL NAME COMMON NAME SIZE SPACING e��Q' 3"MULCH WITHIN akp 3"DEEP SHREDDED BARK MULCH AS SHOWN GRASS SEED AS SHOWN AS SHOWN SITE PLAN ,.>,•l�;. .�--:;�„� �•. r`../ SEED r%�4 rh..:, ' ' 12"MIN. ` EARTH SAUCER PROVIDE FULL COVER a �x ,, ., * k`^ PLANTING BACKFILL AS SHOWN RED FLOWERING 2"CALIPER MIN,B&B. ' {' f. f �> .'• ' WHERE SHRUBS ARE PLANTED WEED BARRIER 27 CORNUS FLORIDA VAR RUBRA BC�:iION ENTIRE IN MASS EXCAVATE DOGWOOD PLANTING BED �:'#�.. H'`:, r,x,- = a.:.`.Y? «. a•.. ,. ••�'.' . • •.•."' HEDGE TRIMMED TYPICAL GROUND COVER LAYOUT 452 LIGUSTRUM X IBOLIUM NORTHERN PRIVET 2 GALLON CONTAINER AS SHOWN Project Address: ` � 56655 ROUTE 25 SCALE: NTS MIXTURES. ROOT CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 18'-20'TALL,B&B AS SHOWN,8't O.C. ROOT AS ER 133 (133) TOPSOIL MIXTURE (EAST PROPERTY LINE& OLD t- '' " 3"DEEP SHREDDED BARK MULCH BALL BALL A.A. STD. STP AREA) SUFFOLK COUNTY, NEW YORK a 0 61 CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 18'-20-TALL,B&B AS SHOWN,8't O.C. XISTING TREE J¢ UNDISTURBED EARTH (WEST PROPERTY LINE) (61) County Tax Map Number: Contract Number: AT TRUNK � ... - s"MIN' 1000-63-3-15 •.. T -, z F JUNIPERUS DAVURICA'EXPANSA' PARSONS JUNIPER 2 GALLON CONTAINER AS SHOWN Regulatory Reference Number PLANTING BACKFILL MIXTURE I I I III 18 ROPOSED STONE RETAINING 10 -CALIPER,B&B Title of Drawing: ACER RUBRUM'OCTOBER GLORY' RED MAPLE AS SHOWN WALL ==1' (: (:. f AS PER AS PER g r 6" A.A.N.STD. A.A.N.STD. 6„ HEDGE TRIMMED LANDSCAPE P LA N a. ' • TYPICAL SHRUB PLANTING MIN. MIN. 262 TAXUS X MEDIA'HICKSII' HICKS YEW 2 GALLON CONTAINER AS SHOWN r. SCALE: NTS TYPICAL LARGE SHRUB PLANTING AND . 18MIN• SCALE: NTS DETAILS " NOTES: EXISTING TREE TO REMAIN-SHOWN WITH LIMIT OF TREE CANOPY- CONTRACTOR TO PROVIDE TREE TEMPORARY TREE: PROTECTION I / < PROTECTION FOR ALL EXISTING TREES TO REMAIN PRIOR TO EXCAVATION,GRADING,CLEARING OR GRUBBING. W 1.SPRAT ALL PLANTS WITH ANTI-DESSICANT. C9 SCALE: NITS / FINISH GRADE(LAWN) TREE PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON THIS SHEET. > :':. CONTINUOUS CLEAN, s SHARP,&SMOOTH 2.SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE o �:•d• SHOVEL OR TROWEL AS EXISTED AT NURSERY. 12° - EXISTING TREE DESCRIPTION AND SIZE SHAPED EDGE BETWEEN LAWN AND 3.IF BALLED&BURLAPPED,REMOVE TOP 1/3 OF BURLAP. NOTE: Drawing Number. MULCHED ARF�is -B&B-BALLED AND BURLAP pF NEW �. 4.REMOVE ALL PLASTIC&WIRE TAGS / __ FINISH GRADE(MULCH) ALL TREES,SHRUBS,AND GROUND COVERS SHOWN TO `' '• �% /\ , I 5. REMOVE ALL PLASTIC CORDS FROM TREE BALL,IF APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS ' PRESENT IN GROUPINGS OF SHRUBS,EXCAVATE ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION. 12"MAX.WALL HEIGHT ���/ i AND BACKFILL ENTIRE SHRUB BED AREA * y * ® ,, wpREPARED BACKFILL ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY o T TESTED ORGANIC VALUE OF 5%MINIMUM.SOIL SHALL HAVE A r E - w / \• /'•/ PH VALUE BETWEEN 6-8.SOIL SHALL BE FREE OF ALL STONES Z Sheet of o NOTE: PERMANENT TREE PROTECTION AND ORGANIC MATTER LARGER THAN 1 1/2"DIAMETER.SOIL 2S �� WHEN GRADES SURROUNDING TREES PERMANENT TREE PROTECTION TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS FOR PLANTING PITS SHALL BE AMENDED AT THE RATE OF7 Fp 092523 �� 15 24 SCALE: NTS SCALE: NTS CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS ��OFESSI PWGC Project Number, GREATER OR LESS THAN 1:2 SLOPE OR 1 r OF TOPSOIL. w ei GRADE CHANGE. Unauthorized alteration or addition C CONTRACTOR TO PROVIDE PROTECTION FOR EXISTING TREES to this drawing and related documents AVG 1601 k NYSDOT CASE NUMBER 97500 eNewYorkSatn of eEducaion LL o SHOWN ON PLAN. of the New York State Education Law o y J d d I ! -H - - i I i Mb.o t.o t.o t.0 t.o t.o �.of 0 0 0 t. t.0 t i t.o t.o t.o b.o 1.0 t.o $.0 0.0 9.o b.0 t.o b.0 t.o t.o t.o t.o t.o b.o b.0 t.o --t.0 t.o t.o t.0 t.0 t.o t.0 b.0 t.0 t.o 1.0 t.o t.o t.o b.o t.o t.o t.o 5.0 t.o t.o t.o t.o t.o t.o t.o t.o b.o t-o b.o .o t 0 b o t. t.o t. 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PROPOSED SUITE LIGHTING IS COMPLIANT WITH CHAPTER 172, LIGHTING,OUTDOOR-REGULATIONS OF 51ON3 TC�LT 08/23/16 awwa.nl an,a TCRS/TCRL rs,.,,."..,n,.,r„rP,-,o �w�.,,,,,".a.,a.,I.:w,I TRACER THE TOWN OF SOUTHOLD, NY, PART II, GENERAL LEGISLATION. r " __ I ,_,'. Approved By Scale 1. DIRECT BURIAL CABLE 6"OR 12"BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 2-0 BELOW w.b"1 4a,tlafsisIS. BG AS SHOWN Calculation Summary 527 LUMENS PER ACRE. FINAL GRADE. �� cEel Label Avg Max Min Av /Min Max/Min 2. PROPOSED 8, Ir,n 4 cal�Pts 1 0.31 4.7 0.o N.A. N.A. 3, ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF I "` r waD°°XT StatArea 1 1.01 4.7 0.1 10.10 47.00 i_ THE ENCLAVES BUSINESS AND/OR WHEN NOT IN USE. LIGHTS THAT ARE CONTROLLED BY TIMERS OR THAT ARE n=,min a-1_.__. Ltllninaire Schedule 2.CABLE IN PVC OR GALV. IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS,SIZED AS ' Symbol Qty Label LLF MAKE AND MODEL MOTION-SENSOR-ACTIVATED ARE ENCOURAGED TO REPLACE EXISTING LIGHTING NECESSARY FOR SAFETY °--` cEnillieAniiNDATA 56655 ROUTE 25 S..,-:,.,,r ,"'.N, wn,....rw.,r INDICATED AND 2'-0"BELOW FINISHED GRADE AND AT LEAST 2'-0" BEYOND EACH WALK OR PAVEMENT EDGE. -_--_ D'..,"w.,l.r•"""L'•'•'I 4 T3 0.900 COOPER - LXS-VA3-LED-3-830-U-ASC-A-BZ , a..w,,m,!A.,^,,,,m°,,,rh.,- 12 T4 0.900 COOPER - LXS-VA3-LED-3-830-U-AST-A-BZ PURPOSES. ,-- N,a« T ' SOUTHOLD, NY • 5 T5 0.900 COOPER - LXS-VA3-LED-3-830-U-SYM-A-BZ ee,,,xNx m 12 door wall mount o.90o ANTON LARGE WALL TECH LIGHTING 4. ALL AREA LIGHTS ARE FULL CUT-OFF. 3.LED 95 WATT FIXTURES AND POLES AS SPECIFIED. " N'm ,IL..m..nr Project: ,advl,.ne^..,.n Ir.„ 2 pendant 0.850 ROTON 18 5. PROPOSED LIGHTING DOES NOT EXCEED 0.05 FC AT PROPERTY LINES ABUTTING RESIDENTIAL USES OR Ir _ fNERaYp.TA E,wa•w.Lf°arras n ra.-r P.-.. L----i xe'132hwn,l---- __.-na.'Ixnann.,l-_- ,x,n Jowl wewn"d.D,OMnn. i 1 Wallpack 0.900 COOPER LUMARK AXCENT PUBLIC RIGHT OF WAY. 4.LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN 3%VOLTAGE DROP AT EACH FIXTURE. .�`°rrn,-,- 2 Wall mount column 0.900 ANTON LARGE WALL TECH LIGHTING 6. PROPOSED LIGHTING DOES NOT EXCEED 0.1 FC AT PROPERTY LINES ABUTTING COMMERCIAL USES. -�w.k.N.A.M ,,,Dn.w SITE P (] 117 MH PATH LIGHT 0.900 UNIQUE LIGHTING SYSTEM PROTON AREA LIGHT 7 EVENT SPACE LIGHTING FIXTURES TO BE SIMILAR TO THE HOTEL BUILDING FIXTURES. 5.SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. 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Suite 7 or pedestrian applications, be simple cost-effective, Finish WAC Programmable,7'.ITMouming"norste SWPD4-WH=Wavel-inxSentor,Dimming Motion and Daylight,WAC 3.1 %.3 i 5 tf.8 •0 9 �1.5 1.7 t1.4 t2.2 b.6 b.9 �t2.0 1.4, „�1:8: •��.1 t2.0 t2.5 •l.s t•.5 e1.2 t1.4 b. b.b b 0 b. b, b. WaveStreamTM LED optical energy code,and regulation - ZW-SWPD5WH=WaveLinxPro,Dimming Motion and Daylight, Programmeble,7'-15'Mountingtrnax3• .. _. Bohemia • NY • 11716-2618 Cooper Lighting Solutions utilizes P r7 WBVBgUlde technology prOCIUC6S COmObaO[SOIUtiOD3 featuring remium ultraweatherable TGIC - = WAC Programmable,=Wav15'-40'M naming"°^'" Programmable, Sensor, ng7a Dimming Motion and DaylighLWAC ! c '-.t,--'•' ^'- .., n P ZD-SWt,WAC WaveLinxPro,SR T-15' ci-tini1"..1.Motionand Programmable,l5'-40`Mounting"'ss's `in Phone 631) 589-6353 • Fax• (/631 589-8705 both symmetric NEMA Type V WaveLinx.See Control options based polyester powder coatings Daylight.wacPregrammame,T-15'Moun,inex''�t'"" ).z toes; .o e1.7 .6 1. s .o .6 .e LT y f2.3 'a2 i. 1. bee b.6 toes- o b o b b. b. � / land asymmetricNEMAlI,I11,IV page for more details. specifically formulated to DDylight wH=WaveLinxPro,SR Driver,Dimming Motion andGT02STORY E-mail: INFO@PWGROSSER.COM distributions.The waveguide is withstand extended outdoor r' Daylight,WAC Programmable,15'•40'Mountingnasure STRUCTURE TO REMAINmanufactured from precision Mounting b.6 .s t1.s 1.9 z. S. a .o .6 .s toes bee `�.1 .1 b.9 b.7 1.9 PROPOSED RESTAURANT �I •o o b 0 b b. b. ex osurewhile rovidin `T:Invu::s aluminum round P p g NOTES: WlBASEMENTinjection molded acrylic delivering decorative pole[ARP) decorative appeal Finish lS - 1.Cusmmar icreaponaibin forangicars-,.nalycis mconfirm poieand fixture,c-rot1bulty fi-llapplicabnns Rofartoou,whve paper WP5130CIEN for eddillonal suppmt information.2.Doa,°nu9hta conmrbum3•` eaa ! ♦ < /.visual comfort andoptieally xnoeliced.Rarertowwwdssignhghta°rgOuehfiedRoducts,ListunderFamilyModelsto,ch-ft,3.Lumensaren.minit.Saelurnentableforen-nformMion.4.9.500Lumanpackagoeva,bbleonly-SYM ).3 0.7 W .6 1.5 1.9 L.T 1.1 1.2 U.7 J.1 .5 .4 .4 0.9 7 An SEATS gP compliant to3,000hoursalt Only > ------____-- U.5 bli ' b.o t bG b b. b. CONSULTANTS controlled illumination for offering provides with 48ov a spray standard(per yaieinaPa,NLc,nm��va��.hang,rm,dodayatema.imP.canaagrm,nd.d.yammaarnrmnrg.rand.d.vM.m.loom- � I I F.27.5 ,r transition and compliments the p y iP 1• min�dykeownesThraePhaseTMe.W,reDn1U,ThreePhdsaMighLeyDalteantlThreePhaseCnrnarGroundetl0eltasysb,ma....SNATypulopercghinESNurateformor-li,ESNATypal10--pl.10.dy,olNAType [1 I improved glare control. RALandcustomcolormatches vide,sa .sn.ufyRALngmnariorcannn,citric.emmarlorm.rsninoeyaaemepprnrogre.t.conxwrvoarugmmg,epreaentapyentcaaperuginingstrtw.arormor.mmrm.rion.u.Mra.peairyyol'epe kn a I ' Luminaire efficacy measures in con0mporarydesignarchitecture 1120V,177V,or34]V)tofusethusingintinting.i3M„11ap-tyvollego(208V,240V,or480V1,ofusa the both hmleas.14,Lowonitege control leads brought out,8^outeidafix,um.Not.,liable with control opters, ).3 b.6�7 .3 1.1 1.7 L.3 4.5 1.9 b.5 b.4 b.3 11.4 0.5 tl-6 L6 b.6 b.5 5.3 Y evailable.OptionstomeetBuy 16.Not available inVA3wdh Type Ass.ASWend AST distributions/6.Reducetotallumembyea.95mulhplmnoeccommodetelossns.i].Trirxdnaignetesth.opbonlorpnalesanmb, I �O'.2 bet o.o b o b , b. o. excess of1001m/W for 4000K with its uniquesieektaperand e,,v,,,�„^„•,,,,„, ,, USAI-(tones.This nnrunt°ndedtoaddroeaoll the Fed amlAcqwa,to,R,gulaimntFAn)endDefeneeF.der.IAcqu;sa R.o.latlon(OFARIclausesle.Peat-ceatingovarine YperlormeAwlfhmthaUSAand �4a mar finis. roriam Toro.eau American Act requirements. ""`^' P- , _...� (+l-275K)CCTat70CRl(min), base design.The tenon mounteprayhouraExtandadieed-Ilmescanbe4-iOaddniomlweake.l9.Onlyave:labia�ilnVA3endVA4lumonpackag�s20Notaveil.blewithMS.LX%,MSIOIMLXX,LWRLW,LWR-LNor34TV or480Vopbona.2lNot � a ♦ e -------- .•• ' pole avallebrewrthIASAXX,MSID,M.LXX,LWR-LWIWR-LN or347Vor480Voption,.22.Notavailablewit),HAopbon23Th,FSIR.10Oconhg..stir.roolisrngm,adtonAlustparameterainclutlinghighandlowmodne. ).2 b.5 .9 e1.3 1 1.3 1.1 t1.6 t1.9 10.3 b. b6 �0 .0 •0.7 b.4 e0.3 b.3 0.4-- b.7 b.5 b.3 t1.2 b. Optional 3000KCCTat70CRl p LXS LUXESCAPE ,oily,time delays ndl and More,Coeaultyoullghtingmprnsontativeat cocoa,UghungScuoune far mma,nformalum.24.Approximetely22'del.coon diameter at8'moumirp height,26Approxlmsery40'do- 1 0 b b. b. Elf Warranty '""°i` or3000KCCTat80CRlalso access door feature integrated ..Iowd,emefn,alzo'mrvndngn.,anbzd.approxbna.IY100'sass...eiemef.ra4o'mir�tinghmgh627.Cennotbsuxedinconjuntrip��Rhphotoronnoiorolherwnfrolcsystems(BPC,PP,PR7,M5).28NWAC into the base. Five-year warranty. COLLECTION Getewoyroquiredtoenabl�field-coofiputab;l,ty.Ord.,WAC-POEandWPOE-1201mVm POE lntectml powersupply;theenedOnlycomp.tibIs,,Rhyv... xsystemandsoi[wereendregmrrscystemcomponen,stofil available. �'.,. bematalletlforopem[mn SaowabsrtebnnareWaveLinxapplicacnninlormation28 Tmstrod...biesudiustment,nmremN•r....1-ng high and low mode.,sons,fivdV,tlmodatay,cutoffaMmore.Conaukym,r b.4 .7 t1.1 .o .1 I{4.o b.6 5.4 3 t2.3 •1A .1 0.9 .5 .6 .7 4 0.7 s .o Arm MQltf)t Ilghnng rapresantauvet Co°per Lighting So)utlone for minis mfarmahon 3a Regiuias7 PiN NEMAtwistluck photocontrol r°ceptacl..WOLC-7P-teA cannot ton usso in conl,mcdonwnhedd;iional senxo onirols. -''I ( I I "N, �J Electrical The integrated aluminum 31.Not vib,,t,onratld at this time.Consult your{ighbo ,unecmetivet Cooper Lighting Sent-.for morsud.rm.e...32.Rapt...%Xwith color OeaiOngtion.37.Re romc PR gduct ZW or ZO 34 Requires cyst- edp DECORATIVE LUMINAIRE "b.,IclnbeorPR73a.Narrow-beyAmshcan/ASom delforwildbfeendobservatoryuse.ChooseLumenPackage,1.SaeIESfleeformni-heCo e...mence.36.Onlyproductconhyurotiomwit.thistl."gnat.tl...u, LED drivers are uniquely cont9mporary upsweep arm is ere built tobe<omit;entwoh the guy AmerknnAclof1833BAALPIeeserefertni):!A"k4Pr,V'y-2�(LS`ILTSwabaue tor more iniormm,onCompanentashippe4aepara,alymeybasaparetelyanalyeedundardomoatic positioned and mounted for bolted directlyto the pole using preference,.q.norrone.37Acee.aorieasetdseposelyvillbe•ap-ollyanafy:ed.ede,domeahcprtar..c on.r.-M,Consul[factoryforf-leer-f-resbon.38.Net....MI-11,5LTtioption.391fZ0orZW only,shorting cap will be Installed on alit,receptacle.40 Not aveilabi^whh 2300 or 95001umen package. CERTIFICATION DATA UL/cUL Listed _ FCC Class A IEC 60529 IP66 Housing DIMENSiO_NS ANSI C136,31 3G Vibration Arm Moat Arm Moantwen Wave[Jn. ASTM A356.0 Low Copper Alloy ASTM 6117 Salt Spray Tested R.HS �\\q�(p/ ISO 9001 Dark Ski Approved Consortium"Qualified" �zs ilJad l63e:nm; 4p t'z'nMamml \\J' s"I.,l n, , :, warmer Approved f3000K CCT and 214a9 mil so-rnoza,m a only) ARP ORDERING INFORMATION(ALUMINUM DECORATIVE POLE) spi-Mecnt spldar....twenwavomx Spider Moameato wawa.. ENERGY DATA -I SAMPLE NUMBER ARP5W10A8Z2 Electronic LED Driver 4P >0.9 Power Factor Product Family Shaft Walt Pole Top Mounting Base Type Finish Mounting Type Number and Options .,20%Total Harmonic Distortion Size Thicknesa Diameter Height Location of (Add as Suffix) a39mml ICNmm) 120-277V 50/60Hz,347V 60Hz,480V 60Nz (inches)t (Inches) finches) (Feet) Arms 4)'C Arnbien7Temperature Rating ARP=Aluminum 5=5" L=0.156" 3=3"O.D.s 10=10 A=Aluminum AP=Grey 2=2-3/B"O.D.Tenon X=None C=Convenience Outlets 1L.aj As low as-40°C(-40°F)minimum Round Tapered M=0.188" 6=4"O.D.° 12=12' (Round 4-Bolt BA=Anodzed Bronze (4"Lang) E-GFCi Convenience l--� �p temperature Decorative 14=14' Pole) all 5=3"O D.Tenon Outlet' r linz�:,.l a•nozmml "See MINIMUMTEMPERATURE table BAA-ARP= 16=16' BZ=Bronze (4"Long) G=Ground lug 2st1-Inssmrrd zs naa(4am,n; Aluminum 18=1814 CA=Anodized Clear V=Vibration Dampener c.mu.rar M...e bents a Monet with WavaN.a eenlllerar Mount who WavaLinx EPA Round Effective Projected Area:(Sq.Ft.) Decorative Buy 22=22'" DA=Anodized Black American Act DP=Dark Platinum Arm Mount:1,0 Compliant^ ��' > • G Cantilever Mount:t3 GM=Graphite Metallic ze spa' zn ss' Spider Mount:l.6 GN=Hartford Green WH=Wh,te - SHIPPING DATA NOTES t All unit sizes aamlnal.2Prmides3'O.D.into top suited far Arbor Post Top.3 Provides 4"oA.pole top suited for Luxescape post tape.4 Vibration damper roermmendedover 18 feet add suffix'V"to catalog number,6 Specify Approximate Net Weight: radial location,Receptacle not included,provision only x^[102m 1 e^na2mml Arm Mount Weight:41 lbs.118 6 kgs] r-f 1:s4•IOJsmml zs 1-hi-t Cantilever Mount Weight 46lbs.120.8 kgs.l ^j Spider Mount Weight:53(bs.124 kgs.j Cooper usMin9 Scutt... COOPER 2,H•gh'.vry 74 5a 12 ' Praoluox Crty,OA 30209 Sac.Chu„ens and � TD500059EN � COOPER p 1r,T460a&ro ammnsrors Sabin..er TD500059EN "^ Lighting Solutions www.designlights.org August 24,20226:02 PM Lighting Solutions wwwcrept0i"Ip cam rb,°ge,wiho,u.auto August 24,20226:02 PM page LXS LUXESCAPE COLLECTION ANCHORAGE DATA ACCESS DOOR D Anchor Base Detail 4-114" BC BP 180' 1108mm1 Bon Slots Holes R oTo w 1 �""` "•.• Bolt Circle, I OUTDOOR PENDANT 1''.. TECH LIGHTING ;.• TECH LIGHTING' i ' i R OTO f�! 18 OUTDOOR PENDANT �•'� -- q E :'A AB As viewed , 1203mm] F _;1 90' l_ from top C 270' / \ Proton0 or pole., 7-.-----\-I ar UNIQUE UE R �., Las/s"_J The Role randart makes an imtf,,!,fye dcteit n�zta:t4I rtef):thr-Simplicity and=cal of if, 147- P � � y' r �, Area Light {., ,u t238mm1 cyiin;t rlca!g•;onert y.feat({ring a sill);alLI:71iIu.,m hazy anti_-tibt!c d'rf(:f s. r,th(r Raton pend.,nt zKf ;.' _...........__......_......................• LIGHTING SYSTEMS TM L H 0•-Handhole Elements Series houses a powerful LED light source designed to deliver softly diffused do%vn liphtinC.for i 1406mm] controlled Bill di linclive illunlinatic it. j 17F'-3m, PRODUCT SPECIFICATIONS Outstanding protection against the elements: r _ 5e ryf Powder coat finishes ___ ,a1• Po ��' � h•' ".•� . ;••- „ „ , '„, N'~ ,a„i Stainless Steel mounting hardware gin 2s-,..a - •_ � PROJECT •�`µy` ! 9�. i zz Alamirrum Round 317AVE30 4.5 i 9 .4 3117 407040D MODEL III: •' DecorativePol. Impact-resistant,DV stabilized lensing ) 6• M M; y z. 1' (ARP) •IP65 Rated «x,inm { } ''1 �7 , LAMP s: i,.ie: • C57 r. »,,., <>[.yl",-b° mini.,_ Adjustable distance from ceiling Effective Projected Area(At Pole Top) R:t-ri p;.Ki6,i t NOTES: Mounting Catalog Wall Soft Anchor Bolt Shaft Anchor Bolt Net Maximum Effective Max.LOad Height Number Thickness Circle Projection Taper Diameter.Length Weight Projected Area (Pounds) SP CIFICAT'IONS (Feet) (inches) Diameter (Inches) (inches) xHook (Pounds) (square Feet) -'- "-'----'----- "-"--'- '-" "' 14 REV'D.&ISSUED FOR BUILDING PERMIT 05/24/2024 (Inches) (Inches) 0.3 gust factor) DE,WIPEDLUMy 1`15 x>s�, PHOTOMETRICS* MH SC BP 8 AB' oomph 90 mph 100mph 'r'''{^' I'^•"' ' '• -••"• '-! -':z•'•' Ica 13 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 10 ARP5L310A 0.156 9.0 3.5 5.3 3/4x17x3 57 20.0 17.5 14.1 120 WATTS 3� 12 ISSUED FOR BID 02/07/2024 V0i7A6F Ile "•sa1•z� ROTON 18 11 ISSUED FOR PERMIT 10 ARP5L610A 0.156 9.0 3.5 6X4 3/4xt7x3 57 17.0 13.3 107 120 Xi7t' Tot3Et.umrnC:utr.t:r f°G Specifications: 01/11/2024 12 ARP5L312A 0.156 9.0 3.5 5x3 314xl7x3 62 18.2 14.1 11.2 120 DIMMING 0.10,ELv,!RIAc Tora(11,;.vof ^b� 10 REVISED PER CLIENT'S REQUEST 01/04/2024 12 ARP5L612A 0./56 90 3.5 5X4 3/4x17z3 62 141 10.9 8.7 120 LIGHTL`6TRIBUHON 5ynnna,n,. ..%r^bai"Ft@71�^ 1'; i�if•.....�1^a' Marine grade ac< 9 REVISED PER NYSDOT COMMENTS 02/03/2023 14 AflP51314A 0.156 9.0 3.5 5,3 3/4x17x3 67 14.8 111 90 120 .,";,,< ,,y. „,.. High tem eratureslhconeo-rin s h40'JtJ71F)G OPTIONS Ceing 14 ARP5L611A 0.156 90 3.5 5X1 3ldxt7z3 s7 n.7 s.D zl 1zo '° ""-"^'" ' °•----'-'- '""' .� - lead 8 REVISED PER TOWN COMMENTS 12/21/2022 16 ARPSL316A 0.156 9.0 3.5 5x3 3/4xf7x3 72 120 5.1 7.0 170 Aulustabi,svon it-tig,b Tl",5"d„/-2•; s 3 zl' v - s" X 'Auxiliary were : ' ,�... 5'direct burial cable DIOSTAE!11TY hang-atedbau u t a r_mC late, :lK;t-'n•t: i=1 U;.`-' I ._�,.�I 7 REVISED PER TOWN COMMENTS 11/23/2022 •1 16 ARP5L616A 0.156 90 3.5 5X4 314x17x3 72 If. 7.1 56 120 io"• '''ta ' •AMC-Anil-Moisture Connections 51rq•:•:i<edir:r up l„4,• - '3 `^ 6 REVISED PER NYSDOT COMMENTS 09/15/2022 p., 18 ARPSL318A 0.168 9.0 3.5 6x3 3/4x17x3 77 9.5 1.1 5.1 120 21" •2W max.LED lamp 12OW max.halogen 18 ARP5L618A 0.156 9.0 3s 5X4 314xi7x3 77 7.6 5.6 93 12 0 CCT Z709K,3o0oKoi41:,'0K ;I 5 REVISED PER TOWN COMMENTS 02/15/2022 /8 ARP5M616A 0.188 9,0 3.5 5%4 3/4xtlx3 83 0.5 7.1 56 1zD ' 760....__... ...........1`!:?jl....1FQ'_....15.......... and 18 stem)lengths 1y' •Available in 12" en th' CPI 9a. i •Bronze finish 4 ADDRESSED FEIS COMMENTS 05/11/2021 COLOR alNNlr.r 3 Step ROTON 18 PENDANT ROTWI 18 PENDANT v /? .' •E-Shield coating process 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 sMsvn is Charcea: she, •)iri bier?r SDJ -.-I`_ ^;'` \�/ •Composite stake with brass threaded insert Effective Projected Arae(18'Above Pole Topl P•UG RATING u1-uz-fat /� i ` ,;Izo' 2 ADDRESSED DEIS COMMENTS 07/17/2019 380..._...._._.._....._.,......,.f`-i, ,' y /; ,X,i P478 PRi2 im led 10 year warranty Mounting catalog wall Bon Anchor shaft Anchor Bolt Net Maximum Effective Max.Load DARKSKY Nor.comnl,ant j, k' 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Height Number Thickness Circle Bolt Taper Diameter x length Weight Projected Are. (Pounds) 253 ..................._.........._.....;.,/! y, eve"t, ;.-;l I. (Feet) (Inches) Diameter Projection finches) xHook (Pounds) (SquareFeeti WEIEISItD ip;,5 ,�,Y,lj y^ 'j,,,,x"^t1; Number Revision Description Revision Dale Inches) (Inches) (inches) 11.3 gust factor) 127 i jXr`},:='•, , ,.,Inn' c gb I t Distribution Cones. GENERAL LISTING FTL Light` T t MH BC BP B AB' 80 mph 90 mph 100 mph 0 , ���}_ �-� _go Call:,c c+xd to Wv,f:f'.•db,(EC 2019 Title, /' i I- NIA Designed 8 10 ARP5L910A 0.156 90 35 5x3 314.17.3 57 10.6 i5.3 12.3 1T0 / -"`�--_L�-r y Date Submitted CALFOP.N'A;TITLE 74 211 t 6 for out "o,Regisr•acim,v 11, 127 ............. 8G to ABP5L61GA 0.156 9.0 3.5 5X4 3/1x17.3 87 17.0 13.3 10.7 12D CECA .Databa>=netre ifed •,,r"•!4y TIC 17 12 ARP5L312A 0,156 go 35 6x3 3/4xl7x3 62 16J 12.5 9.9 170 253.._...a ..... ... � l�'. % �-.1^y70. Drawn By Date Created / START TFMP 301C If TQLT 08/23/16 12 ARPSL612A 0.156 9.0 3.5 5x4 3/axl7x3 62 11.1 t0.! 1.7 120 3P0,_.1 '�`•' FIE(I;£FR'JICFAnl FLED Yes i ^ � � �~1 14 ARP5L314A 0150 9.0 3.5 5 x 3 3/4 x 17 x 3 87 13.2 701 so 120 507_ i 60" Approved By Scale ib ARP5L616A 0.158 9.0 3.5 5X4 3/Ix17x3 87 11.7 9.0 7.1 120 CONSTRtICT1ON Nurnin+am '•\ ,j. ,\, 16 ARP5L315A 0.156 9.0 3.5 5x3 314x 17 x3 72 10.6 8.0 6.2 120 633 --"-- vS0 atAtti?'•",;A,N£ "+ >'..•r "� ` ,✓„� � Client 16 ARP5L616A 0.158 90 3.5 5%4 3/4x17z3 72 9A 7.1 56 12D -•> 760.................._.._... FINI4H Powder Ccad w k''- -'� ., ,0 2f .0 jh�, f8 ARP5L318A 0.166 9.0 3.5 Sx3 W4x17It3 77 8.5 6.9 4.8 120 1 r'+.,...✓ THE ENCLAVES /6 ARPSL618A 0.156 90 3.5 5%4 3/4x17x9 77 716 5.6 9.3 120 I.FO iIFETity1E CPR>60,'1„t,Fiaurs 18 ARP5M61BA 0.188 9.0 3.5 SX4 3/dx1lx3 83 9.5 7.1 56 120 WARRAN-Ys tiYPdrS PIZOJECT INFO UL2f082001R12nz 56655 ROUTE 25 Y, ........... Lien Ughnr95vate:nsa.resrwan•tie r:garm mMdy me dray. rmaminrnmux Rx!s,•snaw.w,mrNp iudher raia;tun c C22.2S 0i iF,2006) WPGHT '.'8'b, •:, ;: i ... ...._. 0U 5P,2i x. 9Ar' THOL Y end, <.,oc•n..� niqun Lrtlh(ing,^,ystpra:a Jaumne fitr.scq,Rrv�rrn,d[•,CA g2504 Cu•I+xmr Servx:n-fi,p 45S4ri31 Or,+er 5t!rv,rxts-6Y'6fd f882-.. D N va1G-re,:r:r;::r;r,:,:Ic.rspe<:i:c«arn:yl,ni4.,! n.r eclat:. www.uniquelighting.com Project R070N18PENDANT ?:F3>f fit ^-"•.• :• e`.ft;Ll`cxi CA,i::,!da:-:area iL i',. .<!Jf2 ..'..iW'1 Ii ;'.3:�K ORDERINGINFORMATION ..........._..........._..._.................._._..............._..............................................._.... _. . _ ..........._....................._........ PROnUCT CRI:Ccr WIDTH y:h,'sH VctT'AGE 1...TECH LIGHTING SITE PLAN 1I UE R 7GOaPRaT 9n 9t':::;-o:;K ,a +s' z n5;i,.i�: uNv . . ,.. Proton®xil'] t. t : :rt}e.T C„ Area Light21tyCA30294D 9(r:'!14,:x a 91:•:r LIGHTING SYSTEMS F'•achu Cn A3tJ80 1 t tl r`•:�'i'•,•i,:•ir f1:,'�!i,:,.. i'ANDi':,r;(.I:I%' o2u'zU'ech Li I�'in',L.L:A!I r;g,src.rind F.e'T1,.I:U,;•�...;. Y400 t.:ndn-;.r•>rtun:5,eh�a Il'�,'.nlE ti0:'n .Y Spcu sc lens n q y tit 5. T grt,nit is a t,-thou!sari•.;arkCOOPER P770486-neon dn•:ens ssq ttp 7D500059EN � TcchUnl i„grp, va>thewhrtoC:anye>Ne,,•z,•;IafrpoJu<tuga:ovvmantsw.tboutno;,ra4.n: 78n.'+,4, 4-^bElements TM Series Lighting Solutions 'wow coop".ghong coin G:ai.yp.,nnrnnrnaa August 24,20226:02 PM ... ... ....... ............._...... .... „_.... techii,hbnc.Cor1 techiiph:u'g.com Fixtures Project Address: Part Number Description 56655 ROUTE 25 PR 12-NL-BK PROTON 12,ALLOY,NL,BK PR12-NL-BZ PROTON 12,ALLOY,NL,BZ SOUTHOLD PR12-NL-TT PROTON 12,ALLOY,NL,TT PR12-L227-BK` PROTON 12,ALLOY,LED227K,BK SUFFOLK COUNTY NEW YORK PR12-L227-BZ PROTON 12,ALLOY,LED227K,BZ 7 PR12-L227-TT. PROTON 12,ALLOY,LED227K,TT PR18-NL-BK PROTON 18,ALLOY,NL.BK County Tax Map Number: Contract Number: PR18-NL-BZ I PROTON 18,ALLOY,NL,BZ 1000-63-3-15 PR18-NL•TT I PROTON 18,ALLOY,NL,TT Regulatory Reference Number: PR18-L227-BK PROTON 18,ALLOY,LED227K,BK PR18-L227-BZ PROTON 18,ALLOY,LED227K,BZ se PIR18-L227-TT PROTON 18,ALLOY.LED227K,TT Title of Drawing: U SITE LIGHTING z AND DETAILS s Accessories Finishes Part Number Description Standard Finish PART-El Particle Dome Mounting Base BZ-Bronze BK--Black TT-Tucson Tan Drawing Number. �EOF NEW Y �'`Q' PNDREW ��� o U I w� r �m � a > � � Sheet of o� 1rFOA� 0 92523 17 24 / ESSIO PWGC Project Number mi w2 G Ungve Lighing Syslenn•' 58253asnane sweat Riyersitle.CA 92S:'4 Cuswmar Servke-0(x1s;s.4a3i Onlei Seiv,ces-8W 654 1882 lJnaUlhOflZed alteration Or addition AVG1601 w Q w W w.u n i q u e I i g h t i n g,co m to this drawing and related documents is a violation of Section 7209 NYSDOT CASE NUMBER 97500 of the New York State Education Law o a o_ 1 i. e Lt1 � PROPOSED 100% LAND NOW OR FORIIIIE RL Y OF t _,a - i � _ _ 1� TOWN HARBOR LEACHING POOL A �THO '®''FOI?GIONE _ — LANE S,C,T.I~t1. 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DEPTH ' ; �- n WOOD POSTS PROPOSED 10 DIA. :� t:-^ WITH NETTING LEACHING POOL TELECOMMUNICATION LINE OF EXISTING EXISTINGI STORY FRAME (TYP OF 6) r a d RELOCATE FROSTING 1 INCORPORATED INTO MAIN v/ ■ BY 5 LI Q U I D DEPTH I� STORY FRAME DRIVEWAY TO BE SHED TO BE RENOVATED AND 1 4r ® + LINE z REMOVED ` GREASE TRAP m r t GARAGE TO REMAIN STRUCTURES ` ■ ® ® a ■ APPR. GROUNDWATER ROPOSED PROPOSED � FLOW DIRECTION GAS LINE cARrPAT" 310. ?s -- 29; l'•..__rn o,,� .-r: \ 07 4'40"E + PROPOSED 2' DIA. 3o S07°38'10"E ? i 622.78' x { ._....__ 3 . 3 3 3 _ 00 SIGN UPSTREAM 3 6Bohem a� NY . 11 - Avenue. . Suite 7 -- --- --wd wd-- - 18 wa——\ ��• w w� wj - C' ROPOSED Phone: (631) 589-6353 • Fax: (631 589-8705 wa—rva--wa— MONITORING WELL t 0 a s �..� � .... P....._� .._FP_ FP p�/ . .i NEW P POSED / BEREMAINEDEXISTING LAND;'e! I fir + :.,� np o o^ w —.Nd ..— =W�...... 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BY 5' LIQUID EXPANSION AREA 1 a Z§ ast sF z z Mt rA z - w I ❑ 0 0 FP FP U late g o DEPTH GREASE PROPOSED 1" DIA. -, -._", F � a I O _ _ �'` wALa4WltT— w �= TRAP Z COPPER (TYPE K) ° _ \ PROPOSED HOTEL o u r ,,+ z z y N 1 • \ TWO(2)STORIES WI BASEMENT o EXISTING TO BE w WATER SERVICE 75' 1 _ _ _ '' °°°n° " °°°°°r''°°�°�°°° °sRAss AVEiTdyAL'IC➢1�gYt: slate_ , REMOVED > > �, ROPOSED ED co 50r a $TP 44HOTELUNITS O a 25' E. (MH-2° (INCLUDES 4 COTTAGES) I 29 28 27 °t'�' °"` I 4 m SZ.P. PROPOSED x ) o �` 26,272sF - (TYPE K WATER s s s B s• s ) w • a PROPOSED�.5 HIGH `. .✓ ; , CONCRETE ` o WOODEN STOCKADE SCREEN Q , ': ' ate• m jMH3FFEL.32.0' I wnSHOUT LINE MECHANICAL o „ FENCE W/ACOUSTIC \\ W W $PROPOSED • s O o \ ARRIER \ W s _ b } \ GRADEIL.'30.5' LAWN/SCULPTURE" ❑ „♦ � ` o << GARDEN - e ROPOSED 4 DIA. \ o CONSTANT x ♦ _ 1 � ��;_ � _ -' ---^- `"'" o i' ; � NEW PROPOSED DRIVEWAY �>- � r w w z t � 43 . . . . . . 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J 7 Y 9 I, it 1, e t`t o d i T UB I w o {: LAND NOW OR FORMERLY OFco " w COTTAGE 3 __ POOL REA 'T a o vl ao 0 `u } u u ! - EUGEN TOMASIC&MIRELLA TOMASIC 669 SF dGE— w, �. a ¢ a c c J a I YHOT TOPE 27.15' -------- \ bA=. IF � - ;6 ` S.C.T.M. NO. 1000-63-03-14 N 1 " . Z s 8 # ao o H.T. PLAYCOURTS �� j o o a ,° (IMPROVED,CONNECTED TO PUBLIC WATER) ROPOSED 4" Z i r : e •" . • F �.' [ , \ t (1 I 'I�. i❑ Nt fJ I J — o - — OT o a I i I o IG DIA. DR 18 PVC I D J ��, 88 88 89 88 88 si e ! o WATER SERVICE tr] IC .C}CL: COTTAGE 4 o Q+ ^ 11'-0• O "` Z F rn I 11 11 W ` i HOT 10'MIN. w r. +7 - - ssssF Tw:3u.5 RAMP— TW:30.5 RAMP o ` LOCUST LANE PROPOSED �Ba , >C q 22 LAN0. i- LIRR N LAND BANKED (MH-5) o 28 �r %�; N IBANKEb PARKING y y ,,0� ,�uau C'un ;CcoCu��,;I;,CCn.iL rc Ic. ❑CCCCOCuu.:CCCouou u I PROPERTY b AREA a0 'y"` I WALKWAY 3 w, . ,CC...Cn: e.cnoou•an :aCouc t i, GRASS PAVED WAL AY 007,000 unar...ODD ooC �r e LINE Z 1 i ,.. FP C7 r. —� o FP FP FP .C ra I Ir- C I (; € u _FP_ P -�--�w FP FP FP u o r n r r. "^ :DL I o .. —30- :W p rr o .Q b b. ssPAVERSD ;���r» �r,���• .0 d" ROPOSED 8 j o LAND NOW OR FORMERLY OF ° GARBAGE W �'• __ DIA. DR-18 PVC a. _ I NEW PROPOSED DRIVEWAY FIRE MAIN W` -t-- JANET L. RYAN AREA \, nr ! 0 �' S.C.T.M. NO. 1000-63-03-13 ! ! SIGN 5 ti oi� —31- — — — — — — — — a — 0 16 REV'D.&ISSUED FOR BUILDING PERMIT 05/24/2024 PROPOSED PARKING AREA w °.�°;� (IMPROVED,CONNECTED TO PUBLIC WATER)r� 15 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 14 ISSUED FOR BID 02107/2024 34 h - i l :., is::.LC:L`li C]O❑C;1JCOJC1 L:fiL :HOC GCLiu_ O ; --- �uou ucC COCOC 0 0u 3uCncu GRASS PAVER ?7 ISSUED FOR P RMIT 1 01 11/2024 �2 12 REVISED PER CLIENT'S REQUEST 01/04/2024 I 11 REVISED PER CLIENT'S REQUEST 09/01/2023 _____ ___ 10 00 ! - __ _...__...... .. -.._....,.. __.......__ ....t. _ iy. q °—°---a---°—O--O---O--o--:•---°--0- °—°-6----°----°----0—° °---o--°---°---°—°--°—n -o-----n—a__ i I' ..� REVISED PER NYSDOT COMMENTS 0 3 ` 9 REVISED PER TOWN COMMENTS 2/21/2022 8 REVISED PER TOWN COMMENTS 2/05/2022 I N05°�0'50"W 616.5T 7 REVISED PER TOWN COMMENTS 1/23/2022 b _............._. 33 6 REVISED PER NYSDOT COMMENTS 09/15/2022 v o N 5 REVISED PER TOWN COMMENTS 02/15/2022 4 ADDRESSED FEIS COMMENTS 05/11/2021 b J 3 REVISED PER CLIENT'S REQUEST 02/18/2021 N 3i 2 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 LAND NOW OR FORMERLY OF �; CHARLES W.WITZKE 32 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 S.C.T.M. NO. 1000-63-03-28.1 Number Revision Description Revision Date N05°30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER)51.34' Designed By Date submitted `; TIC 01/20/17 Drawn By Date Created 4 Approved By Scale .., .. ,. • Client BG AS SHOWN PROPOSED SITE PLAN THE ENCLAVES SCALE: 1" = 40' 56655 ROUTE 25 ALLOWABLE SANITARY DENSITY FLOW GREASE TRAP(GS-1)DESIGN SOUTHOLD, NY 0 40 80 Project 6.75 ACRES X 600 GPD/ACRE:=4,050 GPD REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD Iii PROPOSED SANITARY DENSITY FLOW PROVIDED: (1)8'DIA.X 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) SCALE: 1" = 40' 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD GREASE TRAP(GS-2)DESIGN I SITE PLAN 6 BAR SEATS X 10 GPD/SEAT =60 GPD 44 UNITS HOTEL X 150 GPD;UNIT =6,600 GPD REQUIRED: 2,010 GPD X 1 DAY=2,010 GPD (INCLUDES 4 COTTAGES) 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD PROVIDED: (1)10'DIA.X 5'LIQUID DEPTH GREASE TRAP(2,500 GAL) Project Address TOTAL SAN TART'FLOW =7,900 GPD 56655 ROUTE 25 STP DESIGN FLOW SOUTHOLD NOTE:THERE ARE 88 SEATS RESTAURANT IN HOTEL FOR GUESTS USE ONLY, THEREFORE NO ADDITIONAL FLOW PRODUCED. PROPOSED RESTAURANT DESIGN FLOW SUFFOLK COUNTY, NEW YORK SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) 74 SEATS X 30 GPD/SEAT=2,220 GPD County Tax Map Number. 1000-63-3-15 Contract Number: HAS BEEN PROVIDED. i Regulatory Reference Number. 6 BAR SEATS X 15 GPD/SEAT=90 GPD PROPOSED GREASE TRAP SIZING Title of Drawing: PROPOSED 44 UNIT HOTEL g PROPOSED 74 SEATS RESTAURANT PROPOSED SITE U 150 GPD/UNIT X 44 UNITS=6,600 GPD a KITCHEN FLOW=20 GPD/SEAT X 74 SEATS=1,480 GPD z PROPOSED 88 SEATS FOR HOTEL RESTAURANT LAYOUT A PROPOSED 6 BAR SEATS RESTAURANT ND 20 GPD/SEAT X 88 SEATS=1,760 GPD KITCHEN FLOW=5 GPD/SEAT X 6 SEATS=30 GPD UTILITIES PLAN PROPOSED EVENT SPACE DESIGN FLOW PROPOSED 100 SEATS EVENT SPACE 0 100 SEATS X 7.5 GPD/SEAT=750 GPD KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD Drawing Number. REQUIRED STP DESIGN FLOW:2,220 GPD+90 GPD+6,600 GPD+1,760 GPD+750 GPD=11,420 GPD ��-OF NEW y PROPOSED 88 SEATS FOR HOTEL RESTAURANT PNDREW o KITCHEN FLOW=20 GPD/SEAT X 88 SEATS=1,760 GPD LEACHING POOL DESIGN a yGG W� TOTAL KITCHEN FLOW: 1,48(I GPD+30 GPD+250 GPD+1,760 GPD=3,520 GPD REQUIRED: 11,420 GPD/5 GPD/SF=2,284 SF r E W o" PROVIDED: NEW LEACHING POOLS y = sheet of 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) `rF �92523 �� 18 24 2,284 SF/31.4 SF/LF =72.73 LF FESSIO PWGC Project Number: ru w FIVE(6)OF 10'DIA.BY 13'EFF.DEPTH LEACHING POOLS Unauthorized alteration or addition Z c 78 VLF PROVIDED; 9 AVG 1601 to this drawing and related documents w w NYSDOT CASE NUMBER 97500 isavolationofSecifon7209 o of the New York State Education Law �o a a PROPOSED 2 DIA. (IMPROVED, _IC WATER) DOWNSTREAM I . I I°�I` ti_ ROPOSED 4� ..� _, �'� ray - MONITORING WELL I � 11 II � ti _� I� ... ELECTRIC LINE I -M. ` . _153_0,131_ tls PROPOSED 10 DIA. BY 13 � EFF. DEPTH ROPOSED (111,11PP�OVED, LEACHING POOL TELECOMMUNICATION PROF (TYP OF 6) LINE BY 5' Strategic Environmental and Engineering Solutions GREY . r APPR. GROUNDWATER ROPOSED PROPOSED FLOW DIRECTION CART PATH 630 Johnson Avenue. . Suite 2 m /' 23 Bohemia - NY . 11716-2618 PROPOSED 2' DIA. 30 S0703$' 0"E 622.78 - Phone: (631) 589-6353 . Fax: (631) 589-8705 ` 31 i E-mail: INF WGROSSER.COM UPSTREAM CONSULTANTS MONITORING WELL l . - � .,- . _ i----w�—wd_--w --wi —wi— ' 10" y@ _ MA --wi— _ tfence -- w' _ ...__ _ _.. ._........ _.......... r- J a.. �'• t* .,,. x yt•e s++ ! r. ."'". 7L. - tin _ ...wd^ -.WA_,.:____w�.... .._ __......_ ___.___ -......... ........___ ......__. ....__..._.. _ ....... .,____..... _ _ _,_......... _-_...._. - -FP�--FP .-_.,.. w _ - _._-wa ----wa FP FP 1 \ L�5-.:'-M/ \X�._.r _..;,, .. ,___""_.: .., _. •,..�•v �. __.._...... ......._ �..... _ �...,.. _ ___. ..._. ._.._ V—wa i--wi p FP —FP PROPOSED ST �r C Y ___. w Fp _FP FP FP F _. FP FP _._ __.-. 1 �rot� CONTROL ® FP F �' �' T �wi '..' —�-FP Fp FP-�FP 131 BUILDING Ilk , _ to FP - ; — \ ° 1 �f., t t1FP FP\FP Fp p wi y}�p��FP P . �'" PROPOSED _ MI '{ FP-- L 50 0 �- ' _EFFLUENT FLOW5p' METER , ° i-___- , MH-1) 5 PROPOSED / 81-011 SEWAGE ;yt \ ° �, ' MIN ` ) / r ,l G GW 1 W�-1 1 1 % CD z 'G TREATMENT 3 PLANT AND 100% °�� � Z } 1 00I 0 Y 3 Y EXPANSION AREAOUM Q 0 1NG G— PROPOSED 1 IDIA. �— FFE�32.50 1 1 ¢ F COPPER (TYPE: K) ® `F b 00 31 WATER SERVICE 75' PROPOSED WATER r_ 50' 25' S f.P F.E. �, (MH-2) SERVICE LINE 1 O s rs s PROPOSED — �`, x t t, 1` f ..v..-,rv-u..... ,.. M MECHANICAL ! a 1 PROPOSED 6.5' HIGH -� \ oc�a w WOODEN STOCKADE _ 27 SCREEN ':1 ®j (MH-3 - FENCE W/ACOUSTIC A s O BARRIER I PROPOSED— b ; s_ — s!S (MH-4) - —` GRADE L. 30.5' CONSTANT x I 1 .. ♦ n r w r . _ ,-• - 15 REV HEAD BOX - D.&ISSUED FOR BUILDING PERMIT 05/24/2024 y ® } ♦♦ COTTAGE 1 - (- - ® - ® 14 IT 03/22/2024 1 REV'D.&ISSUED FOR BUILDING PERM b ♦ ♦ HOT t _ 13 ISSUED FOR BID 02/07/2024 Ilk �� w .� B s 669 SF I I _ ` ® .. ; .; CHESS BOARD 12 ISSUED FOR PERMIT 01/11/2024 PROPOSEDx X e s 9 3 :' s 11 REVISED PER CLIENT'S REQUEST 01/04/2024 X ♦♦ ' ' I {- { 10 REVISED PER NYSDOT COMMENTS 02/03/2023 EQUALIZATIONP-ROP4 ' T - M L V - 9 REVISED PER TOWN COMMENTS 2/21/2022 . P EDI SERVI RD= w,`i a- -- - P L CA ANA a REVISED PER TOWN COMMENTS 1/23/2022 PUMPSTATIOf�J ° ♦ ° PA POSI w - - - - I _ TW: 3 TW: 3 7 REVISED PER NYSDOT COMMENTS 09/15l2022 o _ 6 REVISED PER TOWN COMMENTS 02/15/2022 1 AREA Y ` I;+^— O _W 2 5— 5 ADDRESSED FEIS COMMENTS 05/11/2021 ♦ - 0 O O O 4 REVISED PER CLIENT'S REQUEST 02/18/2021 " ` 3 ADDRESSED COMMENTS DATED 12l9l19 04/08/2020 ♦♦ COTTAGE 2 I 2 ADDRESSED DEIS COMMENTS 07/17/2019 ; ♦ . � w HOT 669 SF �=� PROPOSED 2.5' H �.: � 88 -.8 B 8� �� J � 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 s s �' c' s TL�B — '�- [ Number Revision Description Revision Date !: • ¢ �_I., w I -RETAINING WALL,. b y c : .,1,6?S.E WAT F �.,_ .� ;r. +EL: 7 J w P �^ -- _ �.. 25 Designed BY Date Submitted `tt Y SERVI OT TIC 01/20/17 G.L V w y , 2ti 1 _ - _ a B Drawn BY Date Created y Q i ;- - TQLT 08/23/16 Approved BY Scale 1 w I :e t BG AS SHOWN w COTTAGE 3 , w POOL AREA H T a Client L o 669 SF m THE ENCLAVES r Y Q I HOT 30'x5 '4' Q y I -�- TOPE 27.15' 56655 ROUTE 25 W y L n TUB W w . s _ s - SOUTHOLD, NY PRt ,�� WATER tRD - H T PLAY COURTS Project: y y '� SERVICE m tLJ- 2 t W ,L. - - _-+ PRO 0 D 2.9 H o W I ' is y y / • - } HOT INI L y m : SITE PLAN Ilk :{ COTTAGE 4 ' HOT -- BW: 27.25 1_y w I 669 SF �= TW: 30.5 TW: 30.5 RAMP O 11 -0 v `�s s s—s— r Project Address: „ y PROPOSED W TUB 5::.�; RAMP 10 MIN 22 LAND- .� y �. w. O ��.., 56655 ROUTE 25 N LAND B (MI-5 - -BANKED ( ) LIRR -BANKED . - 0 PARKING 0 SOUTHOLD PROPERTY ! �o WALKWAY SUFFOLK COUNTY, NEW YORK L AREA y, ' y ` County Tax Map Number. Contract Number. LINE `'�1 " � � '� F 1000-63-3-15 q w — Regulatory Reference Number n I Title of Drawing: 0 PROPOSED HOTEL SITE PLAN SCALE: 1" = 20' PROPOSED SITE z 0 20 40 LAYOUT A N D SCALE: 1" = 20' UTILITIES PLAN s Drawing Number: � 'Of News PNDREW G 0AM �� o 0 * .P C) f c Sheet of 4 SFOA� 0 92523 � 19 24 1 _ FCss to PWGC Project Number. Unauthorized alteration or addition z E to this drawing and related documents AVG 1601 u'+ NYSDOT CASE NUMBER 97500 is a violation of Section7209 LL o of the New York State Education Law o 3 a a Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia . NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM — — — — — — — — ! LANE CONSULTANTS PROPOSE Lb.10 NOW 01RNIiE LY OFj FORCE MAIN VALERIE S.C.T.M. .. b . 1 . — u SCOPAZ PROPOSE 0 UTILITY IN'E TPUBLIC WATER) TRANSFORMER THREE PHASE M PRIMARY C° i UNDERGROUND EXISTING 1 STORY FRAME SERVICE __..___...._ '' - i SHED TO BE RENOVATED AND 0 UTILITY INCORPORATED INTO MAIN TRANSFORMER i I STRUCTURE c, < I,IJ - - - ' 310.00' t S07 44'40"E 4 ._._.�- . .. .. .. .. .. .. . it T1 ED rj —z 2.,-1 — .. -EXISTINGWELL TO II 3 -----PROPOSED ° re'I BE REMAINED AND ` i r �`° ~mb ,= PUMP STATION i 1 REPURPOSED AS 00 � 24°w UT r1 ca 0 a IRRIGATION WELL N IL a �, I : - Q W "n ..... . . . . . ... . . . . . . . . . . ...... . . . . :/ �— ,: ON . . . . . . ... . . . . . f= I.J. , i - r 'SUPERP M MIX ASPHALT FA I 1 2 (SEE DETAIL ON DWG. No. 702) © s G TO 2 STORY 2 STRUCTURE TO REMAIN - Z (PS-1), PROPOSED RESTAURANT 26.5 w, - W/BASEMENT r wi E. ' (n —w�-- wi—_w _ � i if�l-J' - s 0 SEATS i w ------------ - FF: 27.5 I �GT ) Il :. .: .:. . . . . I 3' s I S g—s s g 13 REV D.&ISSUED FOR BUILDING PERMIT 05/24/2024 _ — — — 12 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 ROP O S E D 8 11 ISSUED FOR BID ;LL'•'• '•'•'•'•'•'�`' ----------------- ' L�-� -- Rp _.. .. `w V_ 10 ISSUED FOR PERMIT 01/11/2024 I : :'�':': :':`:':':':' �" '�` a' W W DIA. BY 5' LIQUID 9 REVISED PER CLIENT'S REQUEST 01/04/2024 a � p I O 26 8 REVISED PER NYSDOT COMMENTS 02/03/2023 ' \ z 7 REVISED PER TOWN COMMENTS 12/21/2022 - z DEPTH GREASE ` 6 REVISED PER TOWN COMMENTS 11/23/2022 - FP FP P F FP ,� � C {7 r� — — N COMMENTS 02/15/2022 — t) J 5 REVISED PER NYSDOT COMMENTS 09/15/2022 .. `� 3 i — TRAP z :, : :': : :':'' 13 C7 \ COMMENTS DATED 12/9/19 04/08/2020 4 REVISED PER TOW 3 ADDRESSED o _ FJJd ® I o Z 7 �— 1 2 ADDRESSED DEIS COMMENTS 07/17/2019 O - ,, ..... .... ... ... : :_.i .., t..i .., ... ... i...J I i..: :_i U t... ... ...J i j ......... .... L.J ._ I- ... ..1 i._: :.i Ll a L.., t.J .. .. I _ - a 6" T L V.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 t 1 RE rj W MM W l..l :._! :..1 C..7 L..7 L..7 L_I L..1 L..; ...;L-. L..i L_l f_I [.d l..l [_ t... ;..., C..t C..1 C..7 L..1 C::i G:1 L::1 L:1 [:: , _ Number Revision Description Revision Date ,..., - .. ..7 ..y .. _ ._, ,. 7 LJ r:: I RAS AV D'VIIAL 1' cn 29 28 27 nr� L. 17QL C ❑ - - - - - _ I O .. . ao m 2" COPPER 9 Desi ned By Date Submitted o C (� ��• TC 01/20/17 Q r �— F— (TYPE K) WATER Drawn By Date Created ® C7E7� nr� TC\LT 08/23/16 W w Q LINE Approved By BG Scale AS SHOWN ra r. .: :- E Client: I W THE ENCLAVES o C1 ~ nOQ :3 56655 ROUTE 25 °° w ROPOSED 4" DIA. -° SOUTHOLD, NY U Project AGE AR A 'C' _ L RPZ IN HOT BOX Li L_� I [ ❑ 3 W— C 1 z t...1 [ EL uL] — TK g"w ENCLOSURE ON ❑ ❑ � L I D _ _ SITE PLAN C.7 ATiE - / _.......... ...._...—_ ._.-._.__ .._ .... h...c..Vl V 1 .� .fir 3 M M M A n. /— - -M — If,. M , : M 7 o •• • _ _...._ _.......__ ._ _._..._ ._. ....�:� _ CONCRETE SLAB FP FP FP F F Q _P FP .p p Q L] ❑ M ! M M M M M l M M M M M M M M M ... , Y C FP i LTC7 FP-'�— P P�.F F •F '�_.-fls ��ntp M J r L7 ) 0 Cl ❑ � � FP��FP FP FP Fp Fp P p p—� T �•' 1 L, a L-7 n 04°4 ' P F F -` FPROPOSED 8" DIA. Project Address: 7 L' c7 a L::a L::a ca �, ! --_ I...._ N 5 20IU 17s2 nn� FP 56655 ROUTE 25 SOUTHOLD PROPOSED RESTAURANT SITE PLAN SUFFOLK COUNTY, NEWYORK SCALE: 1" = 20' County Tax MaplNumbec Contract Number 1000-63-3-15 Regulatory Reference Number. 0 20 40 Title of Drawing: SCALE: 1" = 20' U PROPOSED SITE LAYOUT AND AT UTILITIES PLAN N Drawing Number: ��-()F NEW y PNDREW JV 6 0 a Wr � a � Sheet of � s0 92523 20 24 o� /ESS1 g ' !' 0 PWGC Project Number: •' � u w Unauthorized alteration or addition a to this drawing and related documents AVG 1601 'q NYSDOT CASE NUMBER 97500 is aviolation of Section 7209 M o of the New York State Education Law o 3 a a , A14EPJCAN MADE C.I.FRAME _ O.D.PLUS 2'MAX WTH SLOTTED COVER OR C.I.FRAME WITH SOLID . (SEE NOTE BELOW) COVER BY NEENAH, CAMBELL OR APPROVED FINISH LAYER MATERIAL EQUAL ADJUST TO FINISHED RIM ELEV.— PAVEMENT CURB LINE GRADE WITH BRICK Strate is Environmental and Engineering Solutions GRADE FRAME&GRATE ALLOW4"MIN.FOR 9 9 9 SOILS IN EXCESS OF 9"BELOW FINISH GRADE T MINIMUM,4'MAXIMUM SIZE OPENING FOR ADJUSTING OF PAVEMENT SUBGRADE CASTING CASTING Nlcolock Checker Block avers COMPACTED TO 90%AASHTO / r ,.- / 12 DIA.PIPE AT 1.0°k MIN. with reinforced wire mesh w, 9W T-99 (MATERIAL AS PER DESIGN) CONIC. poll/seed) g \ / CLASS IV RCP PIPE REINFORCED GRADE ° LIMIT OF WORK DOWNSPOUT / m ja SLAB COVER C E To s ni i BY SITE CONTRACTOR i%.. DRAINAGE RINGS WRAPPED / m 1- ®®® ® 3'-0" WTH GEOTEXTILE FABRIC ::.:,.•:........ ::...:::....,...,; ,:.,.. ... 1"-1%'Bedding sand —O.D.—' CAST IRON CLEANOUT WITH BRASS FERRULE MIN — _ MIN SUPAC4NP OR 630 Johnson Avenue. . Suite 7 BACKFILL ABOVE SPRINGLINE T ® ® � — #30 ASPHALT (CAST IRON PIPE PAINTED TO COLOR APPROVED EQUAL 8"MIN. — — — — Bohemia . NY . 11716-2618 BE PLACED IN 12"LIFTS SPECIFIED BY ARCHITECT.) ©®© ® f�- — — _ ROOFING FELT 1' Compacted aggregate base ° 1 FIRST FLOOR ° ° J T-0"MIN. RIVG DEPTH VARIES T T PAST GRAVEL Phone: (631) 589-6353 . Fax: (631) 589-8705 Cn AS PER DESIGN ©` "® ® r": COLLAR E Geotextlle separation fabric 18" — — - 6' //// //\// ////////\//// // //\//\// E-mail: INFO@PWGROSSER.COM o PRE-SHAPED FOUNDATION OR ° m m ® TYp /\\/\\/\\/\\/\\/\\�\/\\/\\/\\/\\/\\/\\/ BACKFILL UNDER AND p ® ® /\/\/\ FLAT FOUNDATION WITH A ° GRADE Compacted soil subgrade SPRINGLINE _ _ _ _ AROUND DRYWELL WITH REINFORCED —' -- D _— - BACKFILL TAMPED INTO PIPE ®®® ® GRANULAR MATERIAL �10"� CONCRETE PRECAST CONSULTANTS — -- PVC(SDR18)PIPE FITTINGS SIZE TO BE HAUNCHES AT CONTRACTORS COORDINATED WITH DOWNSPOUT �, CONTAINING LESS THAN RINGS CHECKER BLOCK:TOP VIEW CHECKER BLOCK SIDE VIEW _ -- DISCRETION I _ _ _ 15%FINE SAND,SILT,& LEACHING RING 4 3'r FERNCO SERIES 105G COUPLING FOR CAST ©®® ® CLAY. (SILT&CLAY 24" 2"'or TYP nP aP FRACTION NOT TO BEDDING(CLASS I,11,OR III) ° IRON TO PVC PIPE ®©© ® � — — 4_ EY,CEED 5%) 4" ® ® ® © -(— TYP WHERE UNSUITABLE MATERIAL a ° ®® © ® � — —TYP. 12" 2"� 4" TO DRAINAGE SYSTEM TYPICAL 00 BACKFILL PLACED ALTERNATELY IS ENCOUNTERED DURING _ m® P — — — DRAINAGE RING © 17 J 2 Y.' s"re"xe"GAUG7 EXCAVATION OF PIPE o I GRAVEL COLLAR 3'-0" WELDED HARE MESH IN 6"LIFTS ON BOTH SIDES OF PVC(DR 18)@ 1.0/°MIN. ►110"I-- A A za" PIPE UP TO SPRINGLINE TRENCHES. 5,O" 8" 3'•0"MIN.TO MIN.ALL AROUND ELEVATION �— GROUNDWATER < . S ecifications I 1' LEACHING RING BACKFILL UNDER AND width length height P P pallet NOTE: _ GROUNDWATER pieces s.f.per feces allet AROUND DRYWELL WITH per s.t. pallet er pane weight NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. _ 24• 24" 4" .25 80 20 zo00 12'-0'0 GRANULAR MATERIAL 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0",THE CONTRACTOR MUST PROVIDE Sk(6)FOOT MIN. I CONTAINING LESS THAN SHEETING AND BRACING.AS AN ALTERNATIVE,THE TRENCH WALLS MUST BE CUT BACK TO ,' , PENETRATION INTO �{ 12 15%FINE SAND,SILT,& A 1:1 SLOPE,OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS MORE ROOF DRAIN DOWNSPOUT ACCEPTABLE LEACHING CLAY. (SILT&CLAY SHALLOW. MATERIAL. IF SAID FRACTION NOT TO 2- CLASS 1,11,III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS SCALE: NTS CONDITION CANNOT BE NOTE: 12'-0"DIA. ° NOTE: ACHIEVED WITHIN THE EXCEED 5/o) UNIFIED SOIL CLASSIFICATION SYSTEM) FIRST SIX(6)FEET BELOW 1. ALL DRAINAGE LEACHING CATCH BASINS EFFECTIVE DEPTH DEPTH VARIES, PRECAST CONCRETE 3- SAWCUT Z BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. 1. ALL DRAINAGE LEACHING POOLS EFFECTIVE DEPTH DEPTH VARIES,SEE PLANS THE BOTTOM OF THE LAST FOOTING FOR EFFDEPTH. LEACHING RING,CONTINUE SEE PLANS FOREFFDEPTH. CHECKER BLOCK CONCRETE GRID DETAIL PIPE TRENCH DETAIL DRAINAGE LEACHING POOL NESIX(6TH THE EOOTMII. DRAINAGE - LEACHING CATCH BASIN NOT TO SCALE THE SIX(6)FOOT MIN. CIRCULAR WICK,UNTIL SCALE: NTS SCALE: NTS APPROVED PENNETRATION SCALE: NTS I'A(.HFIVFn NYLOPLAST 24" DRAIN BASIN: 2824AG CAST IRON CURB INLET TRAFFIC Q®INTEGRATED DUCTILE IRON BEARING BICYCLE SAFE(BY FRAME&GRATE TO 'CAMPBELU) MATCH BASIN O.D. \ ALLOW 4'FOR FINAL �OQ�OOOQ 18"MIN WIDTH GUIDELINE j ADJUSTMENT OF FRAME j 2,-0" 5 8" Soy o -`o 0 0 8" 8"MIN THICKNESS GUIDELINE 5• ®VARIABLE INVERT HEIGHTS MI DEPTH PER PIPE I� AVAILABLE(ACCORDING TO MANUFACTURER S i 10'-0" 10'-0" PLANS/TAKE OFF) RECOMMENDATION (9ADAPTER TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ANGLES PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED Qy ti #4 BARS IN TOP SLAB(4"O.C.) VARIABLE 0°-360° TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC 0 o O o S S \ ACCORDING TO LOADING,&OTHER APPLICABLE DESIGN FACTORS. ( } PLANS UOvO 5 54 GROUT AROUND ENTIRE PIPE 18"MIN. s \\l DRAINAGE PIPE SEWER MAIN OR / 1 ti CORRUGATED HDPE DRAINPIPE HOUSE CONNECTION ®VARIABLE SUMP DEPTH S OR APPROVED EQUAL I I ACCORDING TO PLANS(6'MIN) 6' 0.5%MIN. 4'O" OPE ING 18"MIN. @VARIOUS TYPES OF INLET&OUTLET ADAPTERS 4"MIN ) AVAILABLE:4"-24"FOR CORRUGATED HDPE i 12 REV'D.&ISSUED FOR BUILDING PERMIT 05/24/2024 (ADS N 5, ADS SINGLE WALL,HANCOR DUAL WALL), 11 REV D.&ISSUED FOR BUILDING PERMIT 03/22/2024 POLYPROPYLENE COATEDY" f SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC S STEEL RUNGS @ 12"O.C. 10 ISSUED FOR BID 02/07/2024 S 9 ISSUED FOR PERMIT 01/11/2024 S / �� 10'-0" 10'-0" (9)WATERTIGHT JOINT GRANULARTHE ILL MATER MATAL SHALL BE ERIAL MEETING THE REQUIRE STONE OR OTHER MENTS OF CLASS II PIPE INVERT MATERIAL AS DEFINED IN ASTM D2321. BEDDING&BACKFILL 8 REVISED PER NYSDOT COMMENTS 02/03/2023 5 (CORRUGATED HDPE SHOWN) (D-GRATESISOLID COVER SHALL BE DUCTILE IRON PER SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED 7 REVISED PER TOWN COMMENTS 12/21/2022 1'6"SQ. OPENING FILLED / FRAMESSHALLBEDUCTILEIRONPERASTMA5MGADE70. GRADE X-ON ®-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLANDEfA1L5. 6 REVISED PER TOWN COMMENTS 11/23/2022 ti WITH GRAVEL UNIFORMLY IN ACCORDANCE WITH ASTM D2321. RISERS ARE NEEDED FOR BASINS OVER BV DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-11M5 5 REVISED PER NYSDOT COMMENTS 09/15/2022 AGE CONNECTION STUB JOINT TIGHTNESS L CONFORM TO 3212 6" ,<y , °pntl° § S `i 8" Q-ADAPNCORRUGATS CAN EMOUNTED &KANN ANY ORDUALWALNGLE 0*TO)&SDR3MMJIDMUM 4 REVISED PER TOWN COMMENTS 02/15/2022 S ti h S FOR CORRUGATED HDPE(ADS&HANCOR DUAL WALL)8 SDR DETERMINE PVC 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 - ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-11M13. 2 ADDRESSED DEIS COMMENTS 07/17/2019 O 000 000 O O 00 00 00 GRATE OPTIONS LOAD RATING PART# DRAWING# THIS PRINT DISCLOSES SUB,IECTMATTERIN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT OR 3130 VERONA AVE 1 REV.T044ROOM8-UPDATE UTILITIES 04/11/2017 O O O 'D O O O O O O O PEDESTRIAN MEETS H-10 2499CGP 7001-11&216 POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER,OR LICENSE THE USE OF THE DESIGN OR TECHNICAL BUFORD,GA 30518 STANDARD _MEETS H-20_ 2499CGS _ 7001-110-217_ INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN,OR PHN(770)932-2443 Number Revision Description Revision Date 1'8" '6" 1'$" UNDISTURBED SUBGRADE 4,4" 8" SOLID COVER MEETS H-20 2499000 7001-110-218 MANUFACTURE OF ANY ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN,EXCEPT BY SPECIFIC � ® �Ct FAX(770)932.2490 DOME NIA 2499CGD 7001-110-219 WRITTEN PERMISSION FROM NYLOPLAST. as www.nyloplast-us.com DROP IN GRATE LIGHT DUTY 2401DI 7001-11M75 TITLE Designed By Date Submitted 241N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TC 01/20/17 SIDE VIEW TOP VIEW DWG NO. 7001-110.192 REV B Drawn By Date Created DRAINAGE - CATCH BASIN DRAINAGE / SEWER CROSSING DETAIL TC\LT 08/23/16 Approved By Scale SCALE: NTS SCALE: NTS CATCH BASIN DETAIL sc AS SHOWN cbent: SCALE:NOT TO SCALE THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project: WATERPROOF INTERIOR FACE OF SITE PLAN CONCRETE RETAINING WALL WITH DRI-SEAL (OR APPROVED EQUAL)SILICONE EXTERIOR SEE SHEET 3 TI 12 FOR COLORLESS WATERPROOFING(5%)- RAMP SIDE OPTIONS TOP OF WALL 1/ ✓ /\ \ ELEV.30.5 W W SIDE FLARE(TYP.) BUFFER ZONE . . . W . . .W SEE NOTE 23 FOR FLARE SLOPES)) Project Address: • W W° W 56655 ROUTE 25 12"THICK POURED ' . W`W` W ` . '. .' . W SOUTHOLD CONCRETE WALL 3.25'REVEAL . . . .� W.�. 4,000 PSI . ..',',.W`,• •W . �s0 W SUFFOLK COUNTY, NEW YORK No.4 BARS 12"O.C. ; y W. County Tax Map Number. Contract Number 1000-63-3-15 W W Regulatory Reference Number. BOTTOM OF WALL .�.�.� ...W 3"MIN COVERAGE ELEV.27.25 . +� .: Q.W.W. . No.4 BARS 12"O.C.ALONG EARTH SIDE NOTE' . Title of Drawing: FOOTING CONSTRUCTED ON `. ` 4'0" 2 TON/SQ.FT.UNDISTURBED BEARING 2"x 2"KEY SOIL,OR PROPERLY COMPACTED RAMP No.4 BARS 18"O.C.6'-0"LONG V-6„ ENGINEERED FILL CERTIFIED BY A SSA SITE LICENSED PROFESSIONAL 1 ENGINEER. SEE DETECTABLE WARNING ��� V-6" PLACEMENT DETAILS ON SHEET 2 OF 12 DETAILS ., y No.4 BARS 18"O.C. / y (SEE NOTES 1-7) 6-6 CLEAR CLEAR SPACE (SEE NOTE 2) 0 CONCRETE RETAINING WALL CURB RAMP CONFIGURATION: TYPE 1 ��0 F NE hl y Drawing Number: SCALE: NTS SCALE: NTS .`P O DREW C .�� W ITEM 608.0105009 �' Q- wr r mm 9 _ Sheet of o Cd `rF� /0�925 21 24 ��Of eSs'0 PWGC Project Number: a Unauthorized alteration or addition z F NYSDOT CASE NUMBER 97500 t°"iisar ollaonofsaon7209 ns AVG1601 uo� of the New York State Education Law o o_a 0"(N.T.S.) N.Y.S.D.O.T. _._.......__..._...._..._......... 3/4" SIGN No.RI-1C CAPPED WITH CONCRETE 9"DIA. -- RESERVED PARKING 30' 10" T P 3"GALVANIZED(VrEATHER TYPICAL TRAFFIC PROOF)STEEL MOUNTING 4"WIDE BLUE STRIPE CONTROL SIGN CHANNEL(TYP.)COATING TO COMPLY WITH NA.S.D.O.T. 3'-0" NEW BLUE HANDICAP ' REQUIREMENTS(3EE NOTE 1) SYMBOL 6" { 2"SQ.POST O T-O"MIN. POST PUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED Strategic Environmental and Engineering Solutions O q WITH 3/8"DIA.HOLES 1"O.C. WITH CONCRETE&PAINTED 20t f In YELLOW O 7'-0"MIN, 7" a FINISHED 2' ',�, ®:, • ® , O FLOOR Johnson Avenue. . Suite 7 O 18"MIN.FROM EDGE OF 1/2"PRE MOLDED BITUMINOUS 42" 27"DIA _ _ 15, O PAVEMRNT TO SIGN JOINT FILLER Bohemia . NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 4"BELOW FINISHED�— ° ° PAVEMENT E-mail: INFO@PWGROSSER.COM GRADE a O a 6" � 4 ,y /:,,`ii i v v � � `\. /�� •� 3'=0" CONCRETE O \/ FOOTING 1 v REPAIR OR REPLACE SURFACE .T \� :. CONSULTANTS 21/2"SQ.SLEEVE ° , 36" IN KIND / 'i , �,•�' 4,000 PSI 10' 10' 8' CONCRETE FOUNDATION a O a 42" '��� `;.. %.i @ 28 DAYS 4,000 PSI @ 28 DAYS V O V r i=. " 21/2"SQ.SLEEVE ° ��' _ o DIRECT EMBEDMENT AS PER - , —�+ PARKING STRIPING DETAIL 7 ° O ° N.Y.S.D.O.T.REQUIREMENTS �\ ''�l� i 3" � �� �"���� SCALE: NTS ° a ° 6" y^ F 6" 6" 6" BLUE PAINT SQ. VARIES SEE PLAN HANDICAP SYMBOL TYPICAL TRAFFIC CONTROL SIGN DETAIL STOP SIGN DETAIL BOLLARD DETAIL SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS CURB EQ. :' SAWCUT EDGE OF EXISTING SIDEWALK TO 24"(TYP) CONCRETE WALKWAY PAVEMENT SUB-BASE FILL WITH 1l2"PREFORMED PAVEMENT RAMP VARIES SIDEWALK y"LIP —a —a"WIDE FULL DEPTH CONTINUOUS A BITUMINOUS MATERIAL g EXPANSION JOINT BETWEEN CURB A &CONCRETE PAVEMENT(TYP AT 6" FACE OF CURB 24"(TYP) • y"EXP.JT. ALL EDGES OF RAMP) 4-0" SECTION A-A FG 12 1 1/2" CONCRETE PAVEMENT E 01 SIDEWALK > a a SIDEWALK VARIES WIDTH OF VARIES SIDEWALK o 4'MAX. RAMP 4'MAX. '`I _ �� 1A4*RUN DETECTABLE WARNING � � VARIES 4'MIN. I I—I I I_I I�_I I I 6X6-W3XW3 WWF STRIP(1 FT.x 1 FT TILES) CONTRACTION JOINT EXPANSION JOINT ' ' I I IE I I_ �'/? (TYP) EVERY 4' EVERY 20' - SEE PLAN 1 1 6" I I—I �_ COMPACTED AGGREGATE BASE M �A ` 12 11 2 y"EXP.JT. y"EXP.JT. COURSE ��a RAMP RUN PLAN o°o o NOTE: 0 0 0 0 0 0000 0 1:12 , DETAIL"A" 6"x 6"W2.9 DETAIL"B" STRIPING WIDTH TO SECTION B-B SECTION 'AA' COMPACTED SUBGRADE LANDING 0 0 0 0 p x W2.9 W.W.F. MATCH WIDTH OF WHITE PAINTED MARKING CONCRETE TO BE 4 000 PSI 28 DAYS CONCRETE TO BE 4,000 PSI @ 28 DAYS o ��\�' CONCRETE WALK I . " 4' BROOM FINISH CONCRETE WI LANDING COMPACTED..:. .':,:..:.. 5"P OURED CONCRETE EJ A CONCRETE WALKWAY PLANPAVEMENT(SEE SUBGRADE JOINT SPACING)PLAN FOR SECTION A-A f :' CONCRETE TO BE 4,000 PSI @ 28 DAYS on _LU CONCRETE TO BE 4,000 PSI @ 28 DAYS ' A �� _- _ __ TRANSITION FLARE-WALKWAY NOTES: 114"RADIUS 6'MIN. F✓ PAVEMENT OR LAWN AREA,SEE s A PLAN FOR SPECIFIC CONDITION. 1. THE MINIMUM WIDTH OF A SIDE CURB RAMP SHALL BE FIVE FEET I 1/4" 1/2" 2. THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINIMUM CLEAR DIMENSIONS 1" I f °o °o°o° OFA48"BY48"SQUARE. CURB 1;?1 MAX SLOPE °o o°o°o° 121 MAX.SLOPE ---_ o /..r 2 0 0 0 0 0 3. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12(8.3/a). ' Sa3�^ EJ 1/2"WIDE FULL DEPTH RAMP ° ° / ��j 8 33%_ EJ _ °0°0°0°0°� EJ _ 4. THE LENGTH OF THE FLARED SIDES SHALL BE AT LEAST TEN(10)TIMES THE CURB HEIGHT,MEASURED _ i CONTINUOUS EXPANSION 24"(TYP) ALONG THE CURB LINE. oo JOINT BETWEEN CURB& �* "' o % i--- 5. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE,FIRM AND SLIP RESISTANT. PROVIDE A COARSE M P�/ CONCRETE PAVEMENT(TYP AT BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE OF CONCRETE RAMP SURFACES,EXC_USIVE OF CROSSWALK DETAIL 12 REV'D.8 ISSUED FOR BUILDING PERMIT 05/24/2024 _.. ALL EDGES OF RAMP) DETECTABLE WARNING FIELDS. 6'MIN.TRANSITION '---------- SCALE: NTS 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 DETECTABLE WARNING STRIP- CURB TYPICAL BOTH SIDES TRANSITION CURB(TYP BOTH 6. RAMP TRANSITION BETWEEN WALKS,GUTTERS,OR STREET SHALL BE FLUSH AND FREE OF ABRUPT 10 ISSUED FOR BID 02/07/2024 SIDES) VERTICAL CHANGES V"MAX.) 9 ISSUED FOR PERMIT 01/11/2024 FLUSH INTEGRAL CURB W/y" JOINT SEALER 6" 8 REVISED PER NYSDOT COMMENTS 02/03/2023 6 LIP PLAN VIEW PLAN DETECTABLE WARNING STRIP FINISHED 1l2"PREMOULDED 3" 7 REVISED PER TOWN COMMENTS 12/21/2022 DETAIL A EXPANSION MATERIAL DETAIL B GRADE 6 REVISED PER TOWN COMMENTS 11/23/2022 CONTRACTION JOINT EXPANSION JOINT j 5 REVISED PER NYSDOT COMMENTS 09/15/2022 SIDEIINALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK DETAIL ���,\��,���,���' 3" PROPOSED 4 REVISED PER TOWN COMMENTS 02/15/2022 2" + PAVEMENT 3 ADDRESSED COMMENTS DATED 12/9119 04/08/2020 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS ' 2 ADDRESSED DEIS COMMENTS 07/17/2019 ` 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 18" ° Number Revision Description Revision Date #5 BAR a Designed By Date Submitted . (CONTINUOUS) I a TC 01/20/17 Drawn By Date Created R=1" TC�LT 08/23/16 ------.__- 4 Approved By BG scale AS SHOWN �►---8"—►� Client: CONCRETE TO BE 4,000 PSI @ 28 DAYS THE ENCLAVES ;_.: _ ,,• '„ LOAD CAPACITY AT LEAST 75,000LBS DOME TOP " »>;C y.0 C?%i ;,, TERMINAL POST 2.875' BLACK VINYL PRIVACY SLATSjr, -r: 1-1/2"TOP COURSE 6655 ROUTE 25 FOR EMERGENCY PURPOSES SOUTHOLD, NY ,,. MOUNTABLE CURB DETAIL Project O.D PIPE "-<,1.)•>,,:;...;asr;;`•r_;<''i %fz";.�'.a. .;/'., 2-1/2"BINDER COURSE . . LINE POST 2.875"O.D.PIPE-r,c %' . ' TOP RAIL THROUGHOUT TOP,DIAGONAL, AND 1.66" O.D. � �\// /�\//� �//�//�/%�/�/�/ 6"COMPACTED RCA SCALE: NTS 1.66"O.D.PIPE LINE POST TIE 12"O.C.8 BOTTOM RAIL 1.66"O.D.PIPE BRACE RAIL /j/j/j�/j�/j�/j�/j�/j\�/\�/j\�/ \ (NYSDOT SPECIFICATON RCA) r GAGE ALUM.(TYP.) CHAIN LINK FABRIC CHAIN LINK FABRIC j�\Aj COMPACTED SUB-GRADE BLACK VINYL 2:X6"GA.TYPE 1 RAIL TIE 18"O.C. TENSION BAR 2:X6"GA.TYPE 1 ALUM.COATED 4x R-1 112" SITE PLAN PRIVACY SLATS ALUM.COATED 6^ TENSION BAND 12"O.C. '.66" O.D.BRACE RAIL ix FINISHED zx GRADE 3" BRACE BAND LINE POST LOOP TOP -- - - - - - -'' TYPICAL ASPHALT PAVING DETAIL E SCALE: NTS \��i\��i\��i\��' 2^ 6^ PROPOSED ` PAVEMENT bi ii! ii:i Ef 6655 ROUTE 25 i. i _; •{ 1 .!I ,i P ! Ika' {:�.i4 (� {u:i�; {:j"k`� f , .!: i I 6'-0" 18" / C ACOUSTIC BARRIER W/ I SOU THOLD , i'. �iu�,.. .ri" :,I. MINIMUM STCOF2 #5BAR til i! li: If 2'ASPHALT CONCRETE TOP COURSE (NOISEOl7T-2 0R LV-1) (CONTINUOUS) SUFFOLK COUNTY NEW YORK L:�.,•,;:!: i.:!:I .i.Lf€: ! I; : i !. i ; I , lii County Tax Ma Number: Contact • �;€,'I!i!;II ;:� € j3€€I!; `� � i!,i i;aj .II; TYPE 1A-ITEM 706 a {I ( Ci!(f li .€ 31.:.' ' , i , € i'll h PNumbec !I!Iliii PROVIDE JOINT SEALANT 1000-63-3-15 fl ' 4"ASPHALT CONCRETE BINDER COURSE 3'-0"MIN. TYPE 1 B-ITEM 51FX(2 LIFTS) Regulatory Reference Number. VARIES 31 (9.5 MM)DIA. R12"' DOUBLE GATES CURSE STABILIZED SOILAGGREGATE SUBBASE ) • II Tftle of Draw ng: SECURED BY CHAIN COURSE RCA NYSDOT SPECIFICATION RCA 1�-8" _ TRUSS ROD 2"CLEARANCE 3'-0"MIN. 'a` '°` TYP. MATCH EXISTING ITEM 4S BOTTOM SELVAGE r' 1 AND PAD LOCK ! CONCRETE TO BE 4,000 PSI @ 28 DAYS 3 1 _ TENSION WIRE GRADE LEVEL. TRUSS ROD TIGHTENER WITH 12" I:6", , �� ;/ 7 GA.TIE TO POST CURB DETAIL BRACE BAND 10'-O"MAX. p I / POURED CONIC. ' `2•_3"DIRT Z"SPACE D E TA I L S 10'-0"MAX. FOOTING P. /� /�•�,� d SCALE: NTS ) `i\/j\//<COMPACTED SUB GRADE'\//�//�� BACKFILL np f\�/\�/\�%\ i\ %\ i\ %\ %\�i\�/\�/\�/ ACOUSTIC SEAL PAVEMENT AND SUB-BASE 4- -EXISTING za > 4 "SOD"PLANTING LEVEL TO REMAIN -, HDPE GRASS PAVER INSIDE CELLS 5/8" 0 LONCRETE CONCRETE/ 4. . ACTUAL FINISHED GRADE o CHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL PAVEMENT PATCH DETAIL Drawing Number: SCALE: NTS SCALE: NTS SCALE: NTS fo" SOIL FILL LEVEL INSIDE PAVER GRIDWORK AFTER HEAVY WATER DOWN. 6" '`P NDREw �� w THIS IS THE ACTUAL"SOD"PLANTING LEVEL. �Q 0, ac 71 WOODEN STOCKADE FENCE DETAIL HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES e SCALE: NTS CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK Sheet of s GRASS PAVER DETAIL FOAL 0925 22 24 OVERFLOW PARKING AREAS oFEss1 PWGC Project Number: ww SCALE: NTS Unauthodis zedalteratinoraddition AVG1601 NYSDOT CASE NUMBER 97500 ��isaviolati nnofSection 77d related `209 documents ¢ o of the New Yak State Education Law >�o >J U.a NOTES: GROUND SURFACE 4"m COPPER \ CUT AWAY ROCK TO (SEE NOTE 1) 1. CAP SET FLUSH TO SURFACE. } PIN 6"LONG ACCOMMODATE D+2'-4 ROCK SURFACE R.O.W.MARKER D (SEE NOTE 1) �—D 2. SURFACE OF ALUMINUM CAP TO BE IN CONTACT WITH CONCRETE. GROUT SHALL BE THOROUGHLY COATED "0 COPPER — — PIN 6"LONG — — WITH ZINC CHROMATE PRIMER. 708-04. � " I I I=1 I' — 11Li 11= 2I 11=1 11— ;� �. ALUMINUM CAP 3. REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE TO THE EIC AND DESIGNED TO PREVENT (SEE NOTE 2) "MUSHROOMING"OF THE TOP OF THE REBAR DURING DRIVING. SILICONE SEALANT IS NOT REQUIRED IF THE \ N SILICONE SEALANT R.O.W. MARKER CAP IS FITTED WITHA PREFORMED PLASTIC INSERT. '`. .. w Strategic Environmental and Engineering Solutions N (SEE NOTE 3) ~o a r ' z 4. SHAPE OF THE MARKER CAP IS APPROXIMATE, OTHER SHAPES WILL BE ACCEPTED IF THEY CONFORM TO THE =w , . . IL w MINIMUM WEIGHT AND DIMENSIONS GIVEN IN THE MARKER CAP I DETAIL. THE MARKER CAP SHALL FIT TIGHTLY pS. �"(l1 REBAR TO THE REBAR. MARKER CAPS WHCIH MAY BE REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE �' - •' ••,.'«:.��. = a Liz EPDXY COATED ¢ EFFORT WILL NOT BE ACCEPTED. � r r 1 "' �' 5. LENGTH OF REBAR MAY BE REDUCED A.O.B.E. IF AN OBSTRUCTION WHICH CANNOT BE PENETRAED IS 630 Johnson Avenue. . Suite 7 GROUND z z ENCOUNTERED. HOWEVER, THE LENGTH OF THE SHANK WILL NOT BE LESS THAN 2'-0" IN HARD, DENSE, OR Bohemia . NY . 11716-2618 I GROUT§701-05 M Phone: 631 589-6353 . Fax: 63— r M •"' �- CONCRETE '; =, :� STONY SOIL. REBAR TO BE EPDXY COATED. ( ) ( 1) 589-8705 r E-mail: INFO@PWGROSSER.COM a a CO _J 4"MIN. =1 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR CIP PERMANENT SURVEY MARKER IS IN PLACE, THE a UNDISTURBED I _ -11I—III- EXCAVTION SHALL BE BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF STANDARD SPECIFICATIONS CONSULTANTS Q EARTH I I SECTION §203-3.06"SELECT GRANULAR FILL". F •} I I I�II ROCK S. r. —� —- ' 7. EXCAVATION AND BACKFILL SHALL FOLLOW EITHER METHOD A OR METHOD B PER 625-3.04 PERMANENT III ROCK SLOPE _ I=1�I I' SURVEY MARKERS DEPENDING ON SITE CONDITIONS. -III-111- ONE J"O REBAR IL 4" IN. Cl) 24"LONG \\ STEEL PIN AND CAP R.O.W.MARKER FOR BACKFILL I INSTALLATION DETAIL IN MATERIAL ROCK OR ROCK OR CONCRETE (SEE NOTE 6) CONCRETE SURFACE L2 NYSDpT DRILL 1"fd HOLE X 18 I DEEP,THEN FILL WITH GROUT TT AND INSERT MARKER ROD `D I �1�"•mil L i CONCRETE RIGHT-OF-WAY-MARKER CONCRETE RIGHT-OF-WAY-MARKER INSTALLATION DETAIL IN ROCK OR CONCRETE R�pHTOF`NP� PRECAST CONCRETE RIGHT-OF-WAY MARKER STEEL PIN AND CAP R.O.W. MARKER 9"MAx. "PITCH 7"MIN. TOWARDS ROADWAY ........ _...__......_...................__f.FR=1 . . . � Y C) HMA OR PCC PAVEMENT 6" CURB I �_ SUBBASE (SEE PLAN TYPICAL SECTION TIP-UP SECTION(TYP.) TYPE VF6 CURB DETAIL MAX.SLOPE 25% SAW CUT (SEE NOTE 1) dory (VERTICAL FACED CURB WITHOUT CURB ANCHOR) Q�OPO��O OR CONCRETETDRIVEWAYSING T MNR�S 2, (SEE NOTE 4) S SCALE: NTS LAYOUT POINT `S�OF y FO !y p Ql 12 REV'D.&ISSUED FOR BUILDING PERMIT 05/24/2024 CFOF qS "T �oTyF NOTES: 11 REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 (SEE NOTE 4) 5�(�O g�� 10 ISSUED FOR BID 02/07/2024 1. USE CUB AND CURB AND GUTTER MEETING THE MATERIAL AND 9 ISSUED FOR PERMIT 01/11/2024 a� s°MCI c o� CONSTRUCTION REQUIREMENTS OF SECTION 609 OF THE STNADARD 8 REVISED PER NYSDOT COMMENTS 02/03/2023 � 61 o " \ O���O��P SPECIFICATIONS. 7 REVISED PER TOWN COMMENTS 12/21/2022 M��! 15�� �SFF MO(" \ ' �� �� `S 2. CURB ANCHOR (NEW CONSTRUCTION). THIS DETAIL SHOWS PLACEMENT OF 5 REVISED REVISED PER TOWN COMMENTS COMMENTS 0 /15/2022 /2022 yOTFaJ Y 011< CURB ANCHORS. PUSH-IN TYPE ANCHORS MAY BE USED (SHOWN ON THE 4 REV TOWN COMMENTS PER TOW COMM NTS 02/15/2022 LAYOUT POINT 4 oFwq� ` o 3. CURBSTAN ARD SHEET FOR LONGITUDINAL TIES). 3 IADDRESSED COMMENTS TYPES DATED TY ES M A A DMA REQUIRE CURB ANCHOR. CURB AND GUTTER 2 ADDRESSED DES COMME TS 12/9/19 07/11$ 04108/2020 'sue /2019 MiN O TYPES VF6G AND M4G REQUIRE ANCHORS WHEN PLACED ADJACENT TO 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 CNCRETE PAVEMENT OR SHOULDER. Number Revision Description Revision Date 4. WHEN VERTICAL FACED CURB LESS THAN 9"WIDE IS USED WITH CURB BOXES �S•/�F�L �/ 0����5��o�����A�� CU1, CU2 AND CU3 AND CONCRETE SIDEWALK IS PLACED ADJACENT TO THIS Designed By TC Date Submitted 01/20/17 CURB, SEE STANDARD SHEET MISCELLANEOUS CURB DETAILS FOR CURB BOX Drawn By Date Created G�oF c JOINTS. TC\LT 08/23/16 Scale. �O 5. USE WITH CURB BOXES, CM1, CM2 AND CM3. Approved By e BG AS SHOWN Client: THE ENCLAVES TYPE 3 DRIVEWAY ENTRANCE 56655 ROUTE 25 FQPJ Q� FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN UPBAN AREAS SOUTHOLD, NY WITH POSTED SPEEDS OF 45 MPH OR LESS Pro'ect oG a v0 6 TAPER METHOD WITH SIDEWWALK AWAY FROM CURB OR NO SIDEWALK O�\J��P ol� o�� NOTE: SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 SITE PLANS NOTES: Project Address: 1. A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI (EXAMPLE: SIDEWALK EDGE, WHERE THE 56655 ROUTE 25 DRIVEWAY GRADE MATCHES EXISTING GROUND, OR LAYOUT POINT), FOR REFERENCE, A REASONABLE OPTIONAL LEVEL SECTIONS SOUTHOLD LENGTH OR TAPERING THE TIP-UP SECTION IS NOT PART OF THE DRIVEWAY OPENING WIDTH. REFER TO L SUFFOLK COUNTY, NEW YORK NYSDOT STANDARD SHEET 609-02"MISCELLANEOUS CURB DETAILS" FOR THE CURB TRANSITION. 2. WHERE THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING USING TMAX.SLOPE 25%MIN.SLOPE 5% County Tax Map Number: Contract Number. EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS OF 2' OR A"1 R 1000-63-3-15 BULL NOSE"CURB ALONG LOW SPEED HIGHWAYS), PROVIDED THE DRIVEWAY OPENING MEETS THE ( 2 JOINT AS REQUIRED Regulatory eference Number: - Tide of Drawing: REQUIREMENTS OF THE"DRIVEWAY OPENING"TABLES ON SHEET 4. 3. FOR RESIDENTIAL DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE 10' FROM THE OUTSIDE EDGE OF TRAVEL LANE OR 2' BEHIND ANY SIDEWALK, IF PRESENT, WHICHEVER IS GREATER. FOR MINOR COMMERCIAL — — — — — — U DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE 30' FROM THE OUTSIDE EDGE OF TRAVEL LANE, OR 2' — OPTIONAL 1"CURB REVEAL BEHIND ANY SIDEWALK, IF PRESENT, OR EXTEND TO THE RIGHT-OF-WAY LINE, WHICHEVER IS GREATER. THE (SEE NOTE 27) W PAVING LIMIT MAY EXTEND BEYOND THE MINIMUM PAVING LIMIT FOR NEW DRIVEWAYS AND TO TRANSITION TO DETAILS EXISTING PAVED DRIVEWAYS, THE PAVING LIMIT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS. EDGE OF PAVEMENT 4. ANY PCC SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 6"AND INCLUDE W STEEL MESH REINFORCEMENT WITH 3"OF TOP COVER. BOTTOM OF CURB 5. TO PREVENT DRIVEWAY GRADES FROM EXCEEDING THE VALUES IN TABLE 2'MAXIMUM DRIVEWAY SLOPE'ON DETAIL 7 SHEET 2, IT MAY BE NECESSARY TO DEPRESS THE SIDEWALK ACROSS THE DRIVEWAY. SIDEWALK RAMPS DRIVEWAY DROP o SHALL HAVE THE LEAST RUNNING SLOPE POSSIBLE, WITH AMAXIMUM DESIGN AND LAYOUT SLOPE OF 7.5%. �QF NEw Drawing Number THE RUNING SLOPE FOR WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3/o OR LESS RUNNING SLOP, THE CURB TRANSITION �P� NDREw you " RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 15'-1" FOR DESIGN LAYOUT. THE RAMP LENGTH SHALL � P w AU NOT BE REQUIRED TO EXCEED 15'-0" FOR WORK ACCEPTANCE. SEE STANDARD SHEET 609-02 FOR Qto& 6. WHERE DRAINAGE IS CARRIED ALONG THE CURB, CONSTRUCT THE DRIVEWAY WITH A SHORT UPGRADE TO COMPLETE CURB TRANSITION DETAILS * y * ® w r PREVENT RUNOFF FROM PONDING AT THE DRIVEWAY ENTRANCE(FLAT DRIVEWAY) OR RUNNING DOWN THE r DRIVEWAY(DOWNHILL DRIVEWAY SLOPE). IF CONDITIONS MAKETHE ADDITION OF A SHORT UPGRADE E Sheet of o IMPRACTICAL,USE 1"CURB REFEAL AND CONTINUE CURB ACROSS THE DRIVEWAY OPENING. TYPICALLY, CURB F� 092 REVEAL WILL NOT BE CONSTRUCTED IN RURAL AREAS. IF CURE REVEAL IS SPECIFIED FOR A SPECIFIC 5 3 ��� 23 24 0 DRIVEWAY, IT WILL BE NOTED IN THE DRIVEWAY TABLE OF THECONTRACT PLANS IN THE 'COMMENTS' COLUMN. FESS10 PWGC Project Number: g w aj M Unauthorized alteration or addition z E to this drawing and related documents AVG 1601 is a violation of Section 7209 LL o of the New York State Education Law o 3 a a t 5y{ LAND NOW OF FOIE"':RLY OF g,_ TOWN HARBOR ANTHONY FI�Gll<�F � L=I �` - - - - I S•C.T.M. NO. 1000-63-03-17.3 - - LANE IMPROVED,CONNECTED TO PUBLIC WATE � -A r � LANID P`'0W OR FORMERLY OF � Will ( r. c� V?�,L RIE M, Sa.OPAZ LAND NOW OR FORMERLY OF q' ' ' n i > S.C.T.M. NO, 1000-63-03-16 i j VINCENT DOLOMITE 8. ILEA,NA DO(_OP.€1,'E o Q (IMPROVED, CONNECTED TO PUBLIC WATER:) S.C,T.M, N'0. 1000-63-03-17.4 (I1'.1PRC#VED CONNECTED TO PUBLIC WATER) Strategic Environmental and Engineering Solutions r4i 5, 1 ._,_a_.. RELOCATE EXISTING 1 STORY FRAME L.:z s - GARAGE TO RE 31, PROPOSED FIRE ; p HYDRANT S07°44'40"E + 34 0 fir' r1+Y m,® '• ' �' 1 - .2 xr,a �- - S07°38'10"E I nue. Suite .. ..;-- -�`=E : - - -- - ... _....._ _........ _._ ._._. _.... _. _ _..._ _ :r` 22.8 I 6 Bohemia� NY Ve 11716 26187 ® / +• aa•w _. - ,�oroS'1f:,; ?1: ':.', s } 5 s s __.._ 6 ........___ ..... _ ® I L_3 _.__....._K ,_._._ _- - K "-"-" �� � � K :•':•'•':•'•• i Phone: (631) 589 6353 . Fax: (631) 589 8705 ... - 100kM ; _ _..... os LATOR I :?: = :: :. ::.:.:.:: ¢ W E-mail: INFO PWGROSSER.COM :• _ ............ - F- x 9 os o 07 °7 EX TING TO E- R Z CONSULTANTS o I w 6.99 II' Z 07 ® ® z s �e„'�r 13.5 1 7t N re 8.4 uo 07 ;t} of ❑ 0 - -- 07 I ¢� 10.4 36.0 K• o Z Z q 1 't m ❑ .2 �• O ' J J 1 07 t I KP FIN a ° 6+ Z Z 11 11 11 07 07 I PA DWAL Y K sl e K K K O O re a m m `Z' W U) 0 a B I W 04 29 I K �i ••iI 4 ,t rt 07 07 s^w 07 J ...._.a 7 .0 _ ----_- 1 7__ z o \ o o - ® I I i N04°45'20"W 0' - II IIII OLIO OLJO ® ° K o j - as ao ea as ea ae , 07 N p7 y 5 00 - I � 2 LAND NOW OR FORMERLY OF �❑ "€ EUGEN TOMASIC&MIRELLA TOMASIC 07 S.C.T.M. N0. 1000-63-03-14 (IMPROVED,CONNECTED TO PUBLIC WATER) I l O iWt 'p 5 t C) f i 4 "� B8 BBY11. BB BB a I _71� 1mu I CID LIRR N 1 - ®� : a m � 4 N ° I + LOCUST LANE PROPERTY - - KI LINE Z 1 2 z ® ° 07 13 .7 I T ® HEE 38. 1 L <7 I � Le +. K LAND NOW OR FORMERLY OF �' - .. JANET L. RYAN I' 5 K S.C.T.M. NO. 1000-63-03-13 �I ®I ® (IM PROVED,CONNECTED TO PUBLIC WATER) 3 .1 C .2 GRASS P VERS 1 ,. os m os 0 o REV'D.&ISSUED FOR BUILDING PERMIT 05/24/2024 05 K ro^ REV'D.&ISSUED FOR BUILDING PERMIT 03/22/2024 K � 13 nB _._.........._. -_......... _ _....._. - _ co 11 ISSUED FOR BID 02/07/2024 as�o- -4---0- _ K K10 ISSUED FOR 9 REVISED PER 01/11/2024 N05°30'50'� 616.57' i R CLIENT'S REQUEST 01/04/2024 b 14.2 3 8 REVISED PER NYSDOT COMMENTS 02/03/2023 ° PROPOSED IRRIGATION PLAN 7 REVISED PER TOWN COMMENTS 12/21/2022 6 REVISED PER TOWN COMMENTS 11/23/2022 r 5 REVISED PER NYSDOT COMMENTS 09/15/2022 �'°� SCALE: 1" = 40' LAND NOW OR FORMERLY OF 4 REVISED PER TOWN COMMENTS 02/15/2022 40 80 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 Q CHARLES W.WITZKE 2 ADDRESSED DEIS COMMENTS 07/17/2019 S.C.T.M. NO. 1000-63-03-28.1 SCALE: 1" - 40' 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 N05°30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) - Number Revision Description Revision Date G4'3Ar Designed By Date Submitted TC 01/20/17 Drawn By Date Created TC\LT OS/23/16 IRRIGATION SCHEDULE CRITICAL ANALYSIS IRRIGATION NOTES Approved By Scale Generated: 2022-11-1816:20 1, ALL WORK IS TO BE IN COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES AND BG AS SHOWN SYMBOL MANUFACTURERIMODEL CITY ORDINANCES, Client P.O.C.NUMBER:01 606,010 Hunter PROS-04 5'strip spray 149 Water Source Information: 2, ALL UNDERGROUND ELECTRICAL CONNECTIONS ARE TO BE MADE WITH 3-M WIRE CONNECTORS, THE ENCLAVES es Lcs acs cs ss DBY. 0 0 0 0 Hunter PROS-04 8,radius 163 FLOW AVAILABLE 56655 ROUTE 25 Custom Max Flow: 40 GPM 3. ALL REMOTE CONTROL VALVES ARE TO BE INSTALLED IN VALVE BOXES OF APPROPRIATE SIZE. O T N F Flow Available 40 GPM 0O0QHunter PROS-04 10'radius 61 PRESSURE AVAILABLE 4. ALL CONTROL WIRING DOWNSTREAM OF THE CONTROLLER IS TO BE 2-WIRE,UL APPROVED FOR SOUTHOLD, NY T DIRECT BURY. Static Pressure at POC: 70 PSI Project: T .�9(� Hunter PROS-04 12'radius 99 Pressure Available: 70 PSI 5. ALL ROTORS AND SPRAY POP-UPS SHALL BE INSTALLED ON SWING PIPE. 00400 9 Hunter PROS-04 15'radius 76 DESIGN ANALYSIS 6. ALL OCV SHALL BE INSTALLED ON 3-ELBOW PVC SWING JOINTS. o T H TT Maximum Station Flow: 39.76 GPM Fbw Available at POC: 40 GPM 7, SYSTEM DESIGN BASED UPON 40 GPM @'70 PSI. ®®® Hunter MP Strip PROS-04-PRS40.CV 28 Residual Flow Available: 0.24 GPM SITE PLAN LST asr ssT 8. ANY CHANGES IN AVAILABILITY OF SUPPLY SHOULD BE NOTED AND MODIFICATIONS TO THE Pressure Req.et Critical Station: 48.4 PSI DESIGN SHOULD BE MADE. 000 Hunter MP1000 PROS44-PRS40-CV 30 Loss for Fittings: 0.31 PSI �/,�/� Loss for Main Line: 3.12 PSI 9. CONTRACTOR TO VERIFY WATER PRESSURE AND AVAILABILITY PRIOR TO INSTALLATION. V V V Hunter MP2000 PROS-04-PRS40-CV 67 Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 13.4 PSI 10. THE LOCATION OF ALL IRRIGATION IS DIAGRAMMATIC AND SUBJECT TO FIELD VERIFICATION. Critical Station Pressure at POC: 65.2 PSI SYMBOL MANUFACTURERIMODEL CITY Pressure Available: 70 PSI 11. ANY IRRIGATION PIPING SHOWN OUTSIDE OF CURBS FOR CLARITY ONLY. O Hunter PGP-ADJ 04 Y4 Residual Pressure Available: 4.77 PSI 12. 120V.TO CONTROLLER AND COPPER STUB,BY OTHER THAN IRRIGATION CONTRACTOR. Project Address: 07 Hunter PGP-ADJ 07 48 13. A BOOSTER PUMP IS REQUIRED IF SYSTEM DOES NOT MEET THE DESIGN PRESSURE. 56655 ROUTE 25 O Hunter PGP-ADJ1A 04 15 14. THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MATERIAL TAKEOFF. S O U TH O L D 15. IRRIGATION PERIOD WILL BE 16 WEEKS AS PER THE TOWN PLANNING BOARD CONDITIONS. S U F FO L K COUNTY, NEW YO RK O Hunter PGP-ADJ-LA OS 32 Q Hunter PGP-ADJ-LA 08 10 County Tax Map Number: Contract Number: VALVE SCHEDULE WATERING SCHEDULE 1000-63-3-15 SYMBOL MANUFACTURER/MODEL QTY Regulatory Reference Number. Is Hunter PCZ-101401"w/EZ-1 Decoder 5 NUMBER MODEL SIZE TYPE GPM PSI PSI @POC PRECIP IN.1WEEK MIN.NVEEK GALMEEK GALJDAY - AreatoReceiveDrlpline 1 Hunter PGV-151 Globe 1-12'w/EZ-1 Decoder 1-12" Turf Spray 38.71 36.8 55.3 1.45 lath 1 42 1,626 1,626 TitleofDrawing- ® Netaflm TLDL-06-18(18) 4,111 I.L 2 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1.12" Turf Spray 31.2 34.8 51.6 1.57 INh 1 39 1,217 1217 3 Hunter PGV-151 Globe 1-12'w/EZ-1 Decoder 1-12' Turf Rotor 36.7 47.6 64.7 0.58 in/h 1 105 3,854 3,854 4 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Rotor 29 45.7 61.5 0.23 inlh g Neteflm TLOL-06-18 Serpentine Dripline 132.0 I.f. 5 Hunter PGV-101G 1'w/EZ-1 Decoder 1• Turf Rotary 8.47 42.4 56.0 0.38IM, 1 157 1,330 1,330 6 Hunter PCZ-101401'w/EZ-1 Decoder 1• Area for Dripline 6.99 37.5 51.1 0.43!nth 1 141 986 986 U SYMBOL MANUFACTURER/MODEL qTy 7 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Rotor 39.76 47.6 64.2 0.6 in/h 1 100 3,976 3,976 8 Hunter PGV-151 Globe l-12"w/EZ-1 Decoder 1-12" Turf Rotor 37.28 47.2 63.9 0.54 inm 1 111 4.138 4,138 ' Hunter PGV-/01G 1"w/EZ-1 Decoder 14 w 9 Hunter PGV-101G 1"w/EZ-1 Decoder 1• Turf Spray 20.44 34.4 48.9 1.54 in/h 1 40 818 818 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 10 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Spray 19 27.01 33.6 48 1.481nm 1 41 1,107 1,107 11 Hunter PGV-151 Glo1e+-12"w/EZ-1 Decoder 1-12- Turf Rotary 34.21 44.3 61.0 0.59!nth 1 102 3,489 3,489 6 Q Hunter HO44RC 1" 2 12 Hunter PGV-151 Globe 1-12'w/EZ-1 Decoder 1-12• Turf Rotor 38.53 46.8 64.2 0.55 iNh 1 109 1,160 14,200 ,162 IRRIGATION m 13 Hunter PGV-151 Globe l-12"w/EZ-1 Decoder 1-12" Turf Spray 31.4 37.4 53.4 1.651n/h 1 37 1,182 1,162 in w Isolation Gale VaNa-Mainline Sized 3 14 Hunter PGV-101G 1'w/EZ-1 Decoder 1. Turf Rotor 18.7 43.7 58.1 0.45 in/h 1 134 2,506 2,506 m 15 Hunter PGV-15,Globe l-12"w/EZ-1 Decoder 1-12" Turf Spray 34.12 342 50.7 1.481n/h 1 41 1,399 1,399 a BF Zum 975XL 1-12" 1 16 Hunter PGV-101-41"w/EZ-1DDecod 1• Turf Spray 7.454 38.1 52.4 1.4 0.54 la 1 43 827 827 ���� 17 Hunter PCZ-101401'w/EZ-1 Decoder 1• Area for Dripline 7,45 38.1 51.7 0.54 lath 1 111 827 827 w © Hunter 12C-800-PL w/EZ-0M 1 18 Hunter PGV-101 G 1"w/EZ-1 Decoder Turf Spray > 1' 19.72 35.8 50.9 1.43 in/h t 43 848 848 19 Hunter PCZ-101401"w/EZ-1 Decoder 1• Area for Dripline 10.44 42.1 66.0 0.43 lath 1 141 1,472 1,472 ®S Hunter VlR-CUK 1 20 Hunter PGV-101G 1"w/EZ-1 Decoder 1' Turf Rotor 22.82 45.7 61.9 0.53INh 1 113 2,579 2,579 21 Hunter PGV-15,Globe l-12"w/EZ-1 Decoder 1-12" Turf Spray 31.22 34.1 50.3 1.37 in/h 1 44 1,374 1,374 Point of Connection 1-12" 1 22 Hunter PGV-101G 1"w/EZ-1 Decoder 1• Turf Spray 14.2 '32.7 46.7 1.34In/h 1 45 639 639 23 Hunter PGV.101 G 1"wl EZ-1 Decoder 1• Turf Spray 15.32 32.8 46.9 1.37 hi 1 44 674 674 Irrigation Lateral Line:Polyethylene Pipe 100 PSI 1" 11,559 I.f. 24 Hunter PGV-151 Globe t-12'w/EZ-1 Decoder 1-12' Turf Rotary 38.53 46.4 65.2 0.521n/h 1 115 4,431 4,431 Q F NEW L Drawing Number. < 25 Hunter PGV-151GIobe1-12'w/EZ-1Decoder 1-12" Turt Spray 31.24 34.6 50.1 1.55iNh 1 39 1,218 1,218 'V / p 26 Hunter PGV-101G 1"w/EZ4 Decoder 1• Turf Spray 23.4 35.7 50.3 1.58in/h 1 36 889 889 9 Irrigation Lateral Una:Polyethylene Pipe 100 PSI 1 12• 1,4341.f. 27 Hunter PGV-10,G 1"w/EZ4 Decoder 1• Turf Spray 19.01 34.7 48.9 1.071nth 1 57 1,084 1,084 �«`� DREW C O� 28 Hunter PGV-151 Globe 1-12'w/EZ-1 Decoder 1-12' Turf Spray 33.71 34.0 49.1 1.6!nth 1 38 1,281 1,281 p 29 Hunter PCZ-101401"w/EZ-1 Decoder 1• Area for Dripline 2.47 35.0 48.5 0.431Nh 1 141 348 348 Irrigation Lateral Una:Polyethylene Pipe 100 PSI 2' 91.41.1 30 Hunter PGV-1D1G 1"w/EZ-1 Decoder 1• Turf Spray 10.4 35.9 49.4 1.56 in/h 1 39 406 406 31 Hunter PGV-15,Globe 1-12'w/EZ.1 Decoder 1-12" Turf Rotary 35.04 45.4 59.7 0.85 inns 1 71 2,488 2.488 ® a �' Irrigation Mainline:PVC Class 200 SDR 21 2' 3,0841.f. 32 Hunter PGV-101G 1'w/EZ-1 Decoder 1' Turf Rotor 13.47 43.2 56.7 0.88 INh 1 69 929 929 y 33 Hunter PCZ-101401"w/EZ-i Decoder 1• Area for Ddpline g_98 35.0 48.4 0.43 inch 1 141 138 138 r m 800 34 Hunter PGV-151 Globe 1-1/2"w/EZ-1 Decoder 1-12" Turf Spray 3382 34.7 48.7 1.05!nth 1 58 1,962 1,962 Pipe Sleeve:PVCSchedub402" BSS11 35 Hunter PGV-101G 1"w/EZ-1 Decoder 1" Turf Spray 21.95 35.9 49.6 0.87 innr 1 70 1,637 1,537 ------ Pipe Sleeve:PVC Schedule 40 4" 36 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Spray 31.54 34.0 48.5 1.29 in/h n �f_ Q 37 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1.12- Turf Spray 1 42 1,620 1,620 V/ v� Sheet of g m 31.54 34.0 48.5 1.29 inR; 1 47 1,462 1,482 188.SI.f. 38 Hunter PGV-101G1"w/EZ-1Decoder 1• Turf Spray 13.95 32.2 45.9 1.37 lath 1 44 614 614 �O 0925 3 24 24 .� 3,054 69,299 69,299 r A� ESS14 g " F PWGC Project Number: 6i Unauthorized alteration or addition AVG1601 Z K to this drawingand related documents Lu w is a violation of Section 7209 LL ao Of the New York State Education Law o a � a y t BATTERY CALCULATIONS FOR:F-1 The Enclaves,56655 Route 25,Southold CALCULATION TABLE Standby Alarm Total Draw(Amps) 1.175600 6.554300 Time Factor(Hours) 24.000000 0.083333 Product of Time and Total Draw 28.214400 0.546192 20%Deterioration Factor 5.642880 0.109238 Subtotal 133.8572801 0.655430 Minimum Battery Size Required 34.512710 Note:See list below for the manufacturer,model number and quantity of the batteries to be supplied. Type Manufacturer Model Device Mount Standby Alarm F-1 F-1 Standby F-1 Alarm New F,114, F.B.O• interconnection)Elevator Controller 0 0 4 .0 - 0 New F.B.O. F.B.O Interconnection(Elevator Power Shunt 0 0 4 0 0 New F.B.O. F:8.6-� Interconnection)Fire Suppression Controller-. - 0 0 3 "" 0 0 New F.B.O. F.B.O Interconnection(HVAC Motor Starter 0 0 22 0 0 New-' 01,0. F:B;(3M ;- interconnectionl HbACSmokeDamperCircuit . 0 0 101 0 0 New F.B.O. F.B.O Interconnection I Sprinkler Pressure Switch 0 0 11 0 0 Fl ._. F.B.O. :_..: F.B.O`''' '�`` ,P iriter nneetio eonI Sprinkler Pump Controller ew 0 0: .. 1 _• o 0 New F.B.O. F.B.O Interconnection I Sprinkler Valve Supervisory Switch 0 0 16 0 0 New F.B.O. F.0.0 interconnectianlSprinklerlAtaterFloiv.°. 0 .0 7 " . •.,,. D 0 New Mircom BAT-12V42A Battery I42Ah Internal 0 0 2 0 0 New Mircom MIX-2251B Return Duct Detector)Requires DNR&Sampling Tube Duct 010003 0.0065 1 0.0003 0.0065 New Mircom MIX-500MAP Addressable Input Module Any 0.0004 0.0055 30 0.012 0.165 New _Mircom MIX-501MAP Addressable input Module,(Miniature)' ' Any 0.0004 0.01)(155 2 0.0008 0.0011 New Mircom MIX-M500RAP Addressable Output Module(Relay) Any 0.0003 0.0065 35 0.0105 0.2275 New Mircom, MS-710APU Pull Station)Single Action Wall 0.0004 - 0.0006 21 0.0084 6.0126 New Mircom Power Supply Additional Draw for Trigger Current 0 O.OD5 3 0 0.015 New.";„.Mircorri RA10020, Y Remote Lamp - Any 0 0.012 9 0 0.108 New Mircom RAXN-LCD Annunciator Wall 0.1 0.15 3 0.3 0.45 New - Mircom SGM-1004A FACP'MAC Card NAC:4 Internal, i..°.6.635 0.15 ••1-' o n35 OAS New Mircom MR-104/C Multi-Voltage Relay(Quad) Any 0.072 0 2 0.144 0 New,,- Mircom MR-201%C Multi-Voltage Relay(Dual) - Any • 0.08 0 2 0.16 0 New Mircom FleX-Net FACP Wall 0 0 1 0 0 New Mircom FX-2f0AAANS." FACP Central Processorl-Det,159;Mod: Internal 0.31 0.733 1 0.31 0,733 New Mircom DSPL-420 FACP Display and Controls Internal 0.024 0.025 1 0.024 0.025 New IMIrcon PS-2040 FACP Main Power Supply-" Internal 0 0 1 0 0 New Mircom ALCN-792M FACP SLC Card Det:318;Mod:318; Internal 0.13 0.145 1 0.13 0.145 New Mircom;'. MIX-FC351AP Smoke CO Detectorl,Audible Baser',' a Ceiling(Common) 0.0002 0.0045 25 _.. .0.005., -- 0.1125 New Mircom MIX-FC351AP Smoke CO Detectorl Audible Base Ceiling(Guest) 0.0002 0.0045 44 0.0088 0.198 New.•' Mircom MIX-5351AA: Heat Detector 135°F;Standard Base ceiling '0.0002 0.0045 ° $ 0,001 O.0225 New Mircom MIX-2351AP Smoke Detector Standard Base Ceiling 0.0002 0.0045 129 0.0258 0.5805 New ISystern Sensor P2WK _V Weatherproof Audible Strobe("Sekto:75cd Wail 0 '- 0.176 8 1,408 New System Sensor SCWK Weatherproof Strobel Set to:30cd Ceiling 0 0.094 2 0 0.188 New. * System Sensor SSM2440 Ball)Water Flow Bell Wail 0 010311 1 ..- 0 0.0311 New System Sensor PC2WLED Audible Strobe I Set to:150cd Ceiling 0 0.189 1 0 0.189 New, System Sensor PCZWLEQ,., Audible Strobe]Set to:15cd Ceiling• 0 0.035 14 g :'0 0.49 New System Sensor PC2WLED Audible Strobe I Set to:75cd Ceiling 0 0.087 4 0 0.348 New System Sensor • PC2WLED Audible Strobe!Set to-,95cd. Ceiling 0 0.042 7 -0 0,644 New System Sensor SCWLED Strobe I Set to:15cd Ceiling 0 0.018 13 0 0.234 New System Sensor SCWLED, Strobel set to:-75cd• ` Ceiling -0.- 0.07 1, y.;-- 0 0.07 OF NEB,Y D G vF O9� m t l w 2 ZN�O 070451 v �FESS% BATTERY CALCULATIONS FOR: P-1 The Enclaves,56655 Route 25,Southold CALCULATION TABLE Standby Alarm Total Draw(Amps) 0.232100 3.980000 Time Factor(Hours) 24.000000 0.083333 Product of Time and Total Draw 5.570400 0.331667 20%Deterioration Factor 1.114080 0.066333 Subtotal 1 6.684480 0.398000 Minimum Battery Size Required 1 7.082480 Note:See list below for the manufacturer,model number and quantity of the batteries to be supplied. Type Manufacturer Model Device Mount Standby Alarm P-1 P-1 Standby P-1 Alarm New Mircom 8AT-12Y12A Battery(12Ah Internal ° 0 _'-b. 0 '" 2 0 U New Mircom INX-10A Power Supply I 10A;Ouput:5;Bat:40Ah Wall 0.2 0.35 1 0.2 0.35 New Mircom°- 13200SR-LF-WH Audible Base(Low Frequency;85 dBA Base a001- 0.125 24 ,0.024 x. ,;` ° 3 New Mircom B2005R-WH Audible Basel 85 dBA Base 0.00045 0.035 18 0.0081 0.63 BATTERY CALCULATIONS FOR: P-2 The Enclaves,56655 Route 25,Southold CALCULATION TABLE Standby Alarm Total Draw(Amps) 0.263150 3.593000 Time Factor(Hours) 24.000000 0.083333 Product of Time and Total Draw 6.315600 0.299417 20%Deterioration Factor 1.263120 0.059883 Subtotal 7.578720 0.359300 Minimum Battery Size Required 7.938020 Note:See list below for the manufacturer,model number and quantity of the batteries to be supplied. Type Manufacturer Model Device Mount Standby Alarm P-2 P-2 Standby P-2 Alarm New Nll'rcbm, B;ST.r.12V12A -°• BaYteryj 12Ah Internal °°:° ° 0 D x 0 0 New Mircom C01224TR CO Detector] 85dBA Local Alarm Sounder Ceiling 0.02 0.04 2 0.04 H 0.08 New, ivltrcom fNX=10Pi" 0 wertupplY( 10A,0uput:,S;8at;,4QAh,- t" Wall 0.35 i 0.2 0.35 New Mircom B200SR-LF-WH lAudible Based Low Frequency;85 dBA Base 0.0011 0.1251 201 0.021 2.5 New., Mircom - 9200SK-WH= Audible Base l85d8A Base - m` 0,00045 +° "(Y035 7 . Q.t)0315 Po 0,245 New System Sensor SCWK Weatherproof Strobe I Set to:30cd Ceiling 0 0.094 2 0 0.188 New. _System Sensor SCUVL6D StioaeI Set'#o:177cd:>r Ceiling 0 0.115 2 Q c3.23 7 � BATTERY CALCULATIONS FOR: P-3 The Enclaves,56655 Route 25,Southold CALCULATION TABLE Standby Alarm Total Draw(Amps) 0.240000 3.420000 Time Factor(Hours) 24.000000 0.083333 Product of Time and Total Draw 5.760000 0.285000 20%Deterioration Factor 1.152000 0.057000 Subtotal 6.912000 0.342000 Minimum Battery Size Required 7.254000 Note:See list below for the manufacturer,model number and quantity of the batteries to be supplied. Type Manufacturer Model Device Mount Standby Alarm P-3 P-3 Standby P-3 Alarm New "., Mircom FIAT-12V12A Battery).12Ah° :.` 0 Internal: 0 p 2 _3. . . 0 New Mircom INX-10A Power Supply I 10A;Ouput:5;Bat:40Ah Wall 0.2 0.35 1 0.2 0.35 New, --:System Sensor 'I C61224TR CO Deteetorj,;85dBA Local°Atarm Sounder;-;=,.. Ceiling. ; °0,02 4 6164 2 O.04 W "'0.06 New System Sensor P2WK Weatherproof Audible Strobe I Set to:75cd Wall 0 0.176 1 0 0.176 New` System Sensor"' FC Weatherproof Audible Strobe 1.Set to.'95cd.:. "Ceiling 77. .6 ` .0.104 , 4 =' 0 !"b.776 New System Sensor SCWK Weatherproof Strobe I Set to:30cd Ceiling 0 0.094 2 0 0.188 New :`System Sensor.. PC2WLED, Addible Strobe I Serto:15cd Ceiling .0 0435 `:,,13 0 0.455 New System Sensor PC2WLED Audible Strobe I Set to:75cd Ceiling 0 0.087 6 0 0.522 tVew Sj+stemSens4r"k','13G2WLED ' Audible Strobe 1,Set to,95cd Ce€[fhg. : 0 0.092 3 W; 0 �Ci:276 New System Sensor SCWLED Strobe I Set to:15cd Ceiling 0 0.018 20 0 0.36 NevJ .}- System Sensor SCWLED Strobel.Set to-30cd Ceil€ng 0 ` 0.022 , 1022 New System Sensor SCWLED Strobel Set to:75cd Ceiling 0 0.07 2 0 0.14 New ,.' System 5ensor',�'.SCWLED Strobe)Set to:9Scd Ceiling _ „ 0 0:075.. 9 0 0.07S BATTERY CALCULATIONS FOR: P-4 The Enclaves,56655 Route 25,Southold CALCULATION TABLE Standby Alarm Total Draw(Amps) 0.200000 2.225000 Time Factor(Hours) 24.000000 0.083333 Product of Time and Total Draw 4.800000 0.185417 20%Deterioration Factor 0.960000 0.037083 Subtotal 5.760000 0.222500 Minimum Battery Size Required 5.982500 Note:See list below for the manufacturer,model number and quantity of the batteries to be supplied. Type Manufacturer Model Device Mount Standby Alarm P-4 P-4Standby P-4Alarm New; _Mlrcorri 8AT7:2(f12A Battery)ti Ah : ;," internal "0 0 2 0 0 New Mircom INX-10A Power Supply I 10A;Ouput:5;Bat:40Ah Wall 0.2 0.35 1 0.2 a0.35 New..,"System Sensor -- SCWIED-CLR-ALERT CO Alert Strobe(Set to:95cd;Amber Lens:LENS-Ad Ceiling, : 0 01075 '.25 0 1.875 Mie r c o m TM NETWORK FIRE ALARM CONTROL PANEL FX-2017-12NDS f ReXNetTM Features Alarm Control • 1 SLC loop expandable up to 29 • Each SLC Loop is capable of supporting 159 Analog Sensors and 159 Addressable Modules which can be wired in Style 6 or 7(Class A)or Style 4(Class B) • Four Style Z/Y(Class A/B)Notification Appliance Circuits rated at 1.7 Amps each • System has the ability to mix CLIP and AP devices on the same loop • Large easy to use and readable 4 by 20 character Back-lit LCD Display • English, French, Arabic* and Hebrew* language support (*supported by RAXN-LCDG Annunciator in place of main display) • Correlatable Switch Inputs which allow for multi-functional outputs • Four Status Queues forAlarm,Supervisory,Trouble and Monitor • Auxiliary relay contacts for Common Alarm, Supervisory and Trouble • Group bypass with built-in false alarm prevention technology Description RS-232 output for remote system printer or CRT Mircom's FIeX-Net Series is a powerful intelligent Two Event History Logs; 6000 event alarm history log and a networkable fire alarm solution designed with many levels 6000 event log for all events • of flexibility to meet virtually any application of detection, Supports 3 configuration files with°hot swap support control, notification and emergency communications. Conventional Hardwire Adder Module expandability Features such as fire detection & alarm, audio/voice Built-in Walk Test operation evacuation, BACnet, Boolean logic, networking and Canadian Two Stage operation graphical work stations allow this modular solution to Provision for three programmable modules accommodate the simplest systems up to the most Configurable for Coded Operation complex solutions Intelligent Smoke Detector sensitivity levels 3D graphical monitoring and control using Mircom's Open With the addition of the Advance Protocol (AP), Fire/CO Graphic Navigators" detection and 520 Hz support on both the addressable BACnet support loop and through the audio/voice evacuation, Mircom's Advanced(Boolean)logic functions FIeX-Net is poised to take you even farther into the future Built-in Ethernet port with expanded capabilities.. Remote diagnostics via a built-in web server Designed for peer-to-peer network communications,the Audio/Voice Evacuation with 520Hz capability FX-2017-12NDS allows for a maximum of 63 nodes,while UL listed for Smoke Control providing reliability,flexibility and expandability. HVAC Fan and Damper Control Each base panel consists of one intelligent signaling line Network Features circuit(SLC)capable of supporting 159 analog Sensors Up to 63 nodes and 159 addressable modules. In addition the base panel Style 4(Class includes Four Style Z/Y(ClassA/B)Notification Appliance S o network communications Circuits and an easy to read and use,large 4 x 20 back-lit Style Class B)or Style 6 or 7(Class A)wiring configuration alphanumeric LCD display. Proprietary Arcnet Network Communications protocol Supports copper and/or fiber optic network cable The network configuration allows the FX-2017-12NDS control panel to be connected to a Mircom network to provide additional input circuits, visual zones, 5 programmable notification appliance circuits,and relays. UL U L� 0•' NYC The network interface module allows the panels to a"" Fire Dept. FM communicate on a peer-to-peer network via a Proprietary S7010 S7010 7165-1477:111 coa,#6064 APPROVED Arcnet Network Communications protocol. CATALOG NUMBER 5942 NOT TO.BE USED FOR INSTALLATION PURPOSES. Mircom reserves the right to make changes at any time without notice in prices,colours,materials,components,equipment,specifications and models and also to discontinue models. e � FIeX-NetTM FX-2017-12NDS Network Series Fire Alarm Control Panels FX-2017-12NDS Midsize Network Main Control Unit The FX-2017-12NDS Midsize Network Main Control Unit comes complete with one intelligent Signaling Line Circuit (SLC) Style 4, 6 or 7, Four Style Z/Y(ClassA/B) BBX-1072ADS Enclosure NAC Circuits (1.7 Amps each), a 4 line by 20 character The BBX-1072ADS enclosure supports one FX-2017- back-lit LCD display, and a 12 Amp Power Supply. The 12NDS and up to 40AH Batteries. The enclosure features FX-2017-12NDS provides space forthe FNC-2000 Network the universal CAT 30 lock and a removable door for easy Controller Module,up to 16 adder modules/loop controllers installation and servicing. The enclosure is available in a and 3 internal annunciator adder display modules. The beige or red exterior(BBX-1072ARDS). FX-2017-12NDS mounts in the BBX71072ADS enclosure. Dimensions:321/2"H x 25"W x 61/2"D Adder Loop Controller Modules Fire Network Controller Modules 1� i ALCN-792M Quad Loop Controller Module FNC-2000 Fire Network Controller Module TheALCN-792M Quad Loop Controller Module provides The FNC-2000 provides network capability to the FX- two Signaling Line Circuits(SLC)to the FIeX-Net system 2017-12NDS. One Fire Network"Controller Module consisting of 159Analog Sensors and 159Addressable is required per network node panel. In addition the Modules per loop. The ALCN-792M can be expanded FNC-2000 provides an interface for adding an optional with the use of the ALCN-792D Daughter Board FOM-2000-SP Fiber Optic Network Adder Module. The Module. The ALCN-792M occupies one module slot. FNC-2000 mounts in the FX-2017-12NDS. 1 .1 P. 6 ALCN-792D Daughter board for Quad Loop FOM-2000-SP Fiber Optic Network Adder Module Controller Module The FOM-2000-SP Fiber Optic Network Adder Module The ALCN-792D Daughter Board provides an allows for the use of fiber optic cabling on the FX-2017- additional two SLC loops when connected to the 12NDS. It seamlessly connects to the interface on the ALCN-792M Quad Loop Controller Module. The FNC-2000 Fire Alarm Network Controller Module. daughter board mounts on top of the ALCN-792M. Dimensions forAnnunciator Module Enclosures Electrical Specifications Model Dimensions 120V 60Hz/240V,50Hz BB-1001 9"H x 12.75"W x 1.2"D -• 4 Amps 12 Amp(primary) BB-1002 18"H x 12.75"W x 1.2"D '• •• 12 Amps.max.(secondary) BB-1003 26.4"H x 12.75"W x 1.2"D 24VDC unfiltered,10 Amps.max. BB-1008 33"H x 22.5"W x 1.25"D - •' 24VDC,Gel-Cell/Sealed Lead-Acid BB-1012 45"H x 22.5"W x 1.25"D •••• 17-65 AH batteries AlkiCAT.,. M i rco m iM NOT TO BE USED FOR INSTALLATION PURPOSES. e 2 of7 Adder Hardwire Modules Adder Auxiliary Modules Fij } EN DM-1008A Eight Initiating Circuit Module UDACT-300A Digital Alarm Communicator Module The DM-1008A provides 8 Style B(Class B)or 4 Style The UDACT 300A Digital Alarm Communicator Module D (Class A) Initiating Circuits configurable for Alarm, allows the FX-2017-12NDS to transmit addressable point Supervisory or Trouble zones. The DM-1008A occupies information to a central station.The UDACT 300Aoccupies one module slot in the FX-2017-12NDS. one module slot in the FX-2�2017-12NDS. lira p IVPR-300 Polarity Reversal/City Tie Module The PR-300 Polarity Reversal/City Tie Module provides the system with a supervised City Tie(24 VDC/200 mA SGM-1 004A Four NotificationAppliance Circuit Module max.)and Polarity Reversal connection(24 VDC(open The SGM-1004A provides 4 Style ZN (Class A/B) circuit), 8 mA max. (shorted)). The PR-300 occupies Notification Appliance Circuits configurable as one module slot in the FX-2017-12NDS. Silenceable or Non-Silenceable. Each NAC circuit is rated at 1.7 Amps. The SGM-1004A occupies one module slot in the FX-2017-12NDS. Programmable Modules r�l'I II sb RM-1008A Eight Relay Circuit Module The RM-1008A provides the FX-2017-12NDS with FDX-008 Fan Damper Control Module eight individual configurable relays per module. Each The FDX-008 Fan Damper.Control Module provides relay provides one Form C contact rated at 28 VDC @1 individually programmed circuits which can be used for Amp(resistive load)as well as a Green LED to indicate fan or damper control. The FDX,008 connects to the that the relay is active. The RM-1008A occupies one main panel or the RAXN-LCD and occupies one display module slot in the FX-2017-12NDS. position in the 1313-1000 or BB-5000 Series enclosures. Graphics Software IPS-2424DS Programmable Input Switches Module Open Graphic Navigator(OpenGN) The IPS-2424DS provides 24 programmable switches Open Graphic Navigator (OpenGN) is a centralized that can be configured for ancillary functions such as fire alarm management system that provides building zone bypass or added common control functions. The or campus monitoring. As a powerful integration tool, IPS-2424DS connects to the main panel or the RAXN- OpenGN allows operators to monitor remote sites from LCD when mounted remotely. The IPS-2424DS occupies multiple workstations or smart phones located anywhere one display position in the 1313-1000 or BB-5000 Series in the world. OpenGN displays monitored buildings and enclosures. campuses in both 2D and 3D representations, and is highly customizable.. CAT.5942 Alki, M i rcom� NOT TO BE USED FOR INSTALLATION PURPOSES. page 3 of 7 Remote LCD Annunciators x <a t RAXN-LCD Remote LCD Annunciator RAXN-LCDG Remote Graphic LCD Annunciator The RAXN-LCD Remote LCD Annunciator provides the The RAXN-LCDG Remote Graphic LCD Annunciator same functions as the main display on the fire alarm equipped with a 24 line x 40 character back-lit graphical control panel. The RAXN-LCD occupies one display LCD displaythat is used to display 9 events per page. Each position in the BB-1000 or BB-5000 Series enclosures. event is displayed over 2 lines with 40 characters,per line allowing emergency information to be displayed in an easy to read format. The RAXN-LCDG occupies one display position in the BB-1000 or BB-5000 Series enclosures. Remote LED Annunciators ; B imd- RAM-1032TZDS Main Remote LED Annunciator RAX-1048TZDS Programmable LED Annunciator The RAM-1032TZDS Main Remote LED Annunciator Module provides common annunciator functions and 32 points of The RAX-1048TZDS Programmable LED Annunciator LED annunciation.The RAM-1032TZDS has indicators for Module provides 48 programmable bi-colored LEDs. The A.C.On,Common Trouble and Signal Silence and controls RAX-1048TZDS connects to the main panel or either the for System Reset, Lamp Test, Fire Drill, Buzzer Silence RAXN-LCD or RAM-1032TZDS when mounted remotely. and Signal Silence. The RAM-1032TZDS occupies one The RAX-1048TZDS occupies one display position in the display position in the BB-1000 or BB-5000 enclosures. BB-1000 or BB-5000 Series enclosures. Graphic Annunciator Driver Modules 9R493azvd'Inn'.�I E1tY.T.��. MGD-32 Master Graphic Driver Module AGD-048 Adder Graphic Driver Module The MGD-32 Master Graphic Driver Module provides The AGD-048 Adder Graphic Driver Module can be common control inputs forthe common control switches used with the MGD-32 to support an additional 48 such as System Reset, Signal Silence, Auxiliary supervised outputs. The AGD-048 mounts in a graphic Disconnect, Fire Drill, Lamp Test, Acknowledge and annunciator wallbox or in the BB-5000 enclosures. General Alarm. The MGD-32 can also drive up to 32 supervised outputs. These output points are capable of driving LEDs or incandescent lamps.The MGD-32 mounts in a graphic annunciator wallbox or in the BB- 5000 enclosures. An external power supply is required for incandescent lamps and lamp test. Mi rco m- NOT TO BE USED FOR INSTALLATION PURPOSES. Page 4 of 7 f Typical FleX-NetTM FX-2017-12NDS Networked System Configuration RS4S5 RAXN-LCD and two RAX-1148 ZDS in a B13-1003R I I Nodes � FX-2017-12NDS in a BBX-1072ARDS I RS-455 I _ -----------{I/y� ---------j ''I Y RAXN-LCD in a BB-1001R Class'A(Style 7)widng Node 5 "Node 2 FX-2003-12NDS a UB-1024DS backbox FX-2003-12NDS a UB-1024DS backbox .1h a DOX-1024DSR door with a DOX-1024DSR door MW RS 485 Class'8'(Style 4)Wring Elhemet RAXN-LCD In a BB-1001 R Nod.4 OpenGN Graphics Software Noda'3' FX-2017-12NDS in a BBX-1072ARDS - FX-2017-12NDS In a BBX-1072ARDS Current Consumption StandbyModel Number Description FX-2017-12NDS Network Main Control Unit(12 Amp) 0.310 0.733 ALCN-792M Dual Analog Loops 0.130 0.145 ALCN-792M/D Quad Analog Loops 0.130 0.145 FNC-2000 Fire Network Controller Module 0.190 0.0190 FOM-2000-SP Fiber Optics Module 0.015 0.015 DM-1008A 8 Initiating Circuit Module 0.080 1 zone active:0.125 2 zone active:0.170 4 zone active:0.275 6 zone active:0.370 8 zone active:0.465 SGM-1004A 4 Notification Appliance Circuit Module 0.060 0.258 RM-1008A 8 Relay Circuit Module 0.025 0.150 FDX-008 Fan Damper Control Module 0.015 0.035 UDACT-300A Dialer Module 0.045 0.120 PR-300 City Tie Module 0.035 0.300 RAX-1048TZDS Adder Annunciator Chassis- 0.022 1 zone active:0.026 2 zone active:0.030 3 zone active:0.035 4 zone active:0.039 48 zone active:0.262 RAM-1032TZDS Adder Annunciator Chassis 0.050 32 zone active:0.300 MGD-32 Main Graphic Driver Module 0.035 1.6 AGD-048 Adder Graphic Driver Module 0.035 #of LEDs x 4mA IPS-2424DS Programmable Input Switches Module 0.010 0.022 NOT TO BE USED FOR INSTALLATION PURPOSES. CAT.5942 Alki, M i room page 5 of 7 Ordering Information DescriptionModel Network Fire Alarm Control Panel FX-2017-12NDS Network Main Control Unitwith 12 Amp power supply. Mounts in the BBX-1072ADSBBX-1072ARDS enclosure. BBX-1072ADS Black backbox enclosure for FX-2017-12NDS c/w beige door. BBX-1072ARDS Black backbox enclosure for FX-2017-12NDS c!w red door. ModulesNetwork Controller FNC-2000 Fire Network Controller Module FOM-2000-SP Fiber Optic Network Adder Module Adder ... Controller Modules ALCN-792M Network Quad Loop Controller Module ALCN-792D Daughter board forALC-792M Quad Loop Controller Module ModulesAdder Hardwire DM-1008A Eight Class B(Style B)or 4 Class A(Style D)Initiating Circuit Module SGM-1004A Four Class A/B(Style Z/Y)Notification Appliance Circuit Module(Rated at 1.7 Amps per circuit) RM-1008A Eight Relay Circuit Module c/w eight form C relays(Rated for 28 VDC @ 1 Amp max.per relay) AdderAuxiliary Modules UDACT-300A Digital Alarm Communicator Transmitter/Dialer Module PR-300 Polarity Reversal and City Tie Module Remote Annunciators RAXN-LCD Remote LCD Annunciator RAXN-LCDG Remote Graphic LCD Annunciator RAM-1032TZDS Main Remote LED Annunciator c1w 32 Bi-Colored LEDs RAX-1048TZDS Programmable LED Annunciator Module c/w 48 Bi-Coloured LEDs and 48 Trouble LEDs Programmable .. IPS-2424DS Programmable Input Switches Module chnr 24 selector switches and 24 bi-coloured LEDs FDX-008 Fan Damper Control Module RemoteEnclosures for Annunciators I ProgrammableModules BB-1001 Remote Enclosure.Houses one module. Add suffix"R"for red door. BB-1002 Remote Enclosure.Houses two modules. Add suffix"R"for red door. BB-1003 Remote Enclosure.Houses three modules. Add suffix"R"for red door. BB-1008 Remote Enclosure.Houses eight modules. Add suffix"R"for red door. BB-1012 Remote Enclosure.Houses twelve modules. Add suffix"R"for red door. ModulesGraphic Driver MGD-32 Main Graphic Driver Module ctw 32 Supervised Outputs AGD-048 Adder Graphic Driver Module c/w 48 Supervised Outputs Graphics Software CONNECT-1 License for single node/panel,comes with XMLAdapter software,up to 10,000 devices/objects CONNECT-5 License for up to(5)nodes/panels,comes with XMLAdapter software,up to 50,000 devices/ CONNECT-10 License for up to(10)nodes/panels,comes with XMLAdapter software,up to 100,000 devices/objects ENTERPRISE-120 License for up to(120)nodes/panels,comes with XML Adapter software,unlimited devices/objects Accessories MGC NTWK SRVC KIT New installation or service kit comprised of common cables,inserts and hardware. AA/1'. M i rcoM- NOT TO BE USED FOR INSTALLATION PURPOSES. CAT.5942 page of 7 NOT TO BE USED FOR INSTALLATION PURPOSES. � Mircom�M Distributed by: Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 Telephone:(905)660-4655 Toll Free:(888)660-4655 Fax:(905)660-4113 Fax Toll Free:(888)660-4113 Web page: http://www.mircom.com Email: mail@mircom.com CAT.5942 ISO 9001 ERED r.--� Rev.7 REGISTERED `i TM M i r c o m REMOTE NETWORK LCD ANNUNCIATORS 1� ReXNet- Features • Provide the same functions as the main display on - the FIeX-Net fire alarm control panel RAXN-LCD mounted Available in two models in a BB-1001R� enclosure - Large 80 character(4x20) back-lit LCD display Y - 960 character(24x40) graphical back-lit LCD display • Connect to any node to annunciate the full network system or selected network nodes x Do not take up a node address ,ma f- ; Easy to use menu system complete with a directional keypad and switches fyi>s� G.�r • Four Status Queues with selector switches and LEDs forAlarm,Supervisory,Trouble and Monitor to sort events RAXN-LCDG mounted in a Support programmable modules and annunciator BB-1001R enclosure modules Description RAXN-LCDG displays nine events per page Mircom's FIeX-Net Intelligent Fire Alarm and Audio with each event displayed over 2 lines with 40 Network System supports several network annunciators characters per line that provide the same functions as the main display on RAXN-LCDG meets Canadian ULC sequential the fire alarm control panel. The FIeX-Net network display requirements annunciators connect to any node and can annunciate the full network system or selected network nodes. Both models can mounted in a BB-1000 Series enclosure The FIeX-Net network annunciators are available in an 80 character (2x40) and 960 (24x40) character The RAXN-LCD may replace the main panel display. Both models are equipped with an easy to display when extra headers are required to drive use menu system complete with a directional keypad more display adders and switches for Enter, Menu, Cancel and Info. The . The RAXN-LCDG may also replace the main remote network annunciators have four status queues panel display for additional headers or when other with selector switches and LEDs forAlarm,Supervisory, language support is required such as Arabic or Trouble and Monitor. The network annunciators also have common control switches and LEDs for Signal Hebrew. (specific deadfronts are available for Silence, Fire Drill, System Reset, Lamp Test, General each FIeX-Net enclosure required for mounting Alarm and Acknowledge. the RAXN-LCDG) In addition to being network annunciators,these units can be used as driver modules for LED annunciation, graphic annunciation, programmable switch modules and fan damper control modules. The FIeX-Net network annunciators also allow for the control switches to be disabled on a per function basis ULC (via laptop configurator) for areas that do not require Fir L NYC Fire Dept. FM certain Common Control functions to be remotely coa#sosa "PRoVEo located from the Fire Alarm Control Panel. Both ssasa ssaaa 7165-1477:111 models can be mounted in a BB-1000 or BB-5000 series enclosure. CATALOG NUMBER 5944 NOT TO BE USED FOR INSTALLATION PURPOSES. Mircom reserves the right to make changes at any time without notice in prices,colours,materials,components,equipment,specifications and models and also to discontinue models. a= x RAXN-LCD Remote Network LCD Annunciator RAXN-LCDG Remote Network Graphic LCD The RAXN-LCD Remote Network LCD Annunciator Annunciator is equipped with a large 4 line x 20 character back-lit The RAXN-LCDG Remote Network Graphic LCD alphanumeric LCD display that provides an exact replica Annunciator is equipped with a 24 line x 40 character of the main FleX-Net fire alarm control panel display. back-lit graphical LCD display that is used to display The RAXN-LCD occupies one display position in the 9 events per page. Each event is displayed over 2 BBX-FXMNS, 1313-1000 or BB-5000 series enclosures. lines with 40 characters per line allowing emergency information to be displayed in easy to read format. Dimensions for BB-1000 Series Enclosures In addition the RAXN-LCDG meets Canadian ULC sequential display requirements. The RAXN-LCDG Model Dimensions I occupies one display position in the BBX-FXMNSG, BB-1001 9"H x 12.75"W x 1.2"D 13131-1000 or BB-5000 series enclosures. BB-1002 18"H x 12.75"W x 1.2"D BB-1003 26.4"H x 12.75"W x 1.2"D BB-1008 33"H x 22.5"W x 1.25"D BB-1012 45"H x 22.5"W x 1.25"D Current Consumption p Test Model Number Description .. wl All LEDs On RAXN-LCD Remote Network LCD Annunciator 0.100 0.150 RAXN-LCDG Remote Network Graphic LCD Annunciator 0.117 0.150 Ordering Information Model Description Network Annunciators RAXN-LCD Remote Network LCD Annunciator c/W 4 line x 20 character backlit LCD display RAXN-LCDG Remote Network Graphic LCD Annunciator c/W 24 line x 40 character backlit graphical LCD display Enclosures BB-1001 Enclosure for RAXN-LCD or RAXN-LCDG Annunciators,White Door. Houses 1 module. BB-1002 Enclosure for RAXN-LCD or RAXN-LCDG Annunciators,White Door. Houses 2 modules. 1313-1003 Enclosure for RAXN-LCD or RAXN-LCDG Annunciators,White Door. Houses 3 modules. 1313-1008 Enclosure for RAXN-LCD or RAXN-LCDG Annunciators,White Door. Houses 8 modules. BB-1012 Enclosure for RAXN-LCD or RAXN-LCDG Annunciators,White Door. Houses 12 modules. Add suffix'R'for red door. NOT TO BE USED FOR INSTALLATION PURPOSES. Distributed by: Alki, Mircom- Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 Telephone:(905)660-4655 Toll Free:(888)660-4655 Fax:(905)660-4113 Fax Toll Free:(888)660-4113 Web page: http://www.mircom.com Email: mail@mircom.com CAT.5944 ISO 9001:2008 `���, Rev.2 REGISTERED a� TM M i r c o m INTELLIGENT NAC EXPANDER/POWER SUPPLY INX-10A Features • 10 Amp output • 120/240V operation • Works with listed compatible Series Intelligent Fire Alarm Control Units • Easily configured using DIP switches • One isolated input from the host panel • Five Class B (Style Y) or Class A (Style Z) synchronized output circuits • DC regulated outputs • Configurable AC Power fail delay • Ground fault enable or disable • Option available on configuration to enable or disable the battery charger on activation • From 7 to 15 Address functions (Combination of inputs and outputs, depending on the application) • Outputs individually controllable • Separate Relay for Ground Fault and Common Trouble available on terminals • Horn/Strobe synchronization protocols include Amseco, Gentex, System Sensor and Wheelock INX-10A Two-wire horn/strobe Sync Mode allows audible I notification appliances (horns) to be silenced Description while visual notification appliances (strobes) continue to operate Mircom's INX-10A is an Intelligent NAC expander/ . Audible signals may be configured for Steady, power supply that works with listed compatible Temporal Code, California Code and March Intelligent fire alarm control panels. Available in a 10 Time Amp configuration,the INX-10A can extend the power Output circuits four and five can be configured to capabilities of existing notification appliance circuits provide auxiliary power for four-wire detectors or as well as provide power for other ancillary devices. door holders. In addition,the INX-10A has the ability to operate with Canadian two stage operation any UL/ULC Listed 24 VDC fire alarm control panel Output fault notification to fire alarm control panel to provide Notification Appliance Circuit expansion. Ability to sync outputs for multiple INX-10A units The INX-10A is equipped with five individual Class 2.5 Amp max. current per output B (Style Y) or Class A (Style Z) output circuits that 1.7 Amp auxiliary power output can be independently configured for NAC operation Built-in charger for sealed lead acid or gel type or auxiliary power. The INX-10A provides the option batteries of configuring all five circuits as an output to provide Unit includes power supply, charger, red door, general purpose power. In addition output circuits four black backbox,transformer and battery leads and five can be configured to provide auxiliary power Compatible with any UL/ULC listed 24VDC for four-wire detectors or door holders. conventional fire alarm control panel to provide Each output circuit is rated for 2.5 Amps. When Notification Appliance Circuit expansion configured for NAC operation the outputs can be set for Steady, Temporal Code, California Code or March Time. In addition the output circuits have field selectable built-in strobe and horn synchronization protocols to support Amseco, System Sensor, Wheelock and Gentex devices, eliminating the need for additional external synchronization modules. S5434 S5434 7315-1477:0163 CATALOG NUMBER 5321 NOT TO BE USED FOR INSTALLATION PURPOSES. Mircom reserves the right to make changes at any time without notice in prices,colours,materials,components,equipment,specifications and models and also to discontinue models. Modes of Operation Intelligent NAC Expander(INX) Modes Power Supply Modes The INX-10A features three modes of NAC Expander In addition to the NAC expander modes,some or all of operation: the NAC outputs on the INX-10A can be configured for • INX Mode with Internal Sync the following power supply modes of operation: • INX Mode with External Sync NAC Outputs as Power Supply Outputs • INX Mode with Redundant Input NAC Outputs for Door Release Input Mode with Internal Sync NAC Outputs for 4-Wire Smoke Supply In this mode all signal and sync strobe rates are NAC Outputs as Power Supply Outputs produced in the INX-10A. This mode allows any NAC output to be configured as INX Mode with External Sync a power supply. The SLC and Sync inputs are ignored When one of the Sync Inputs is activated,the INX-10A for the power supply outputs. outputs follow the signal pattern of the Sync Input.The NAC Outputs for Door Release INX-10A must be configured as a slave to operate in This mode allows NAC circuits 4 and/or 5 to provide this mode. power for door holders. INX Mode with Redundant Input NAC Outputs for 4-Wire Smoke Supply The system continuously monitors the SLC loop. If This mode allows NAC circuits 4 and/or 5 to provide there is no activity for a notable time,an SLC trouble is auxiliary power for 4-wire smoke detectors. generated.While the SLC trouble is active,if either of the Sync Inputs are activated then all NAC outputs follow. Specifications Qirriertsictnsn�„r m -"�'� Gommon`liiii�lt '�� �,, 20"H x 14'/"W x 4'/"D Power On Addressable Line Activity/Alarm ,AC Common Trouble 120V 60Hz/240V,50Hz,2 Amps/1 Amp(primary) Battery Charger/Trouble CPU Fail ,ha. �,"A -Clrcu(ts „ ° rraiirksr 'Le LYf 24VDC regulated, Power Limited Auxiliary Output Trouble 10A Total, 2.5A maximum per circuit Synchronized Output Trouble Ground auTrouble Battery.. .. . - ,...,. s 24VDC,Gel-Cell/Sealed Lead-Acid Othert=�Ds" Addressable(SLC)Loop Indicators(3 LEDs) •��»• '�` �`=`-''� "` ' Synchronized Input Indicators(2 LEDs) Up to 40 AH batteries Synchronized Output Indicators(2 LEDs) ' Trouble LED Indicator G>(arrentC l ,, Otlun.from INr�C-9tt(A)�I�awerSuppfy, Alarm Relay Indicator Standby 200 mA Alarm 1350 mA Acknowledge Button Kfsj� j Cttb�?j Configuration DIP Switches 4.5mA Ordering Information . ...,,...y,,;.:; "='�°&t"aY%`�.;�,,,,_.,...;, ,w..., w,'gs,.Y:ri,.,•os,;; ,g;,s",u;, "`+3",',rJ� ,'.teYx„r.n;^esr"" ,.f,,n; .r"rr.^'�n,°.... ,�.w INX-10A Intelligent NAC Expander, 10Amps c/w backbox and red door INX-10AC Intelligent NAC Expander, 10 Amps Addressable Chassis Mounts into BB-5008 or BB-5014 enclosure NOT TO BE USED FOR INSTALLATION PURPOSES. Distributed by: Alki, M i room Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 Telephone:(905)660-4655 Toll Free:(888)660-4655 Fax:(905)660-4113 Fax Toll Free:(888)660-4113 Web page: http://www.mircom.com Email: mail@mircom.com CAT.5321 ISO 90012008 !Ai Rev.5 REGISTERED 1 • Universal full event sole&dual path cellular&/or IP commercial UL and NFPA 72 Fire Code-Compliant,the StarLink Series fire alarm reporting from any panel brand,virtually anywhere Wireless Commercial Fire Alarm Sole Path&Dual Path nationwide Communicators provide universal support for any brand • Code-compliant,replaces 2 POTs lines per FRCP saves thousands . 12V to 24V fire alarm control panel,reporting in Contact of dollars per year over the leased landlines ID and 4/2. With broadest LTE coverage footprint,Verizon or AT&T,using proven StarLink circuitry,they are also • Supports 12V-24V control panels and FACPs that communicate using available in locking metal models.All provide the most Contact ID and 4/2(such as on legacy panels),as primary or backup economical solution for easy,versatile installation.Also • Full data Reporting to any Central Station nationwide,via,choice regional compliances,i.e.,CSFM,NYCFD,LAFD and more. of LTE Networks,Verizon®or AT&T®. Communicate critical life Easy,Universal Installation at Every Application;Panel- and safety alarm reports on LTE(Long Term Evolution)10+year Powered TechnologyTM'.StarLink Fire Communications are life,cyber-protected multi-billion dollar cellular network,for maximum life safety&liability protection. easily connected to any panel or Fire Alarm Control Panel (FACP)standardly operating between 12V and 24V.Flexible • Proven to work even where other's won't-using Signal BoosVm in any application,StarLink Fire also comes in standard,or &twin dual diversity antennas- Max.signal acquisition&null models in metal housings,with code-compliant supervision, avoidance(receives signals simultaneously on both antennas) and choice of power options,Panel-Powered Technology' • Easiest installation,powered by panel,NO extra power supply, (powered by the panel),or direct-connect 120VAC models. NO extra conduit.(Excludes Direct AC-Powered "-PS"models,with Signal Boost circuitry&dual diversity antennae for transformer option.).t maximum signal,acquisition&null avoidance,receiving' . • Dual Path Cellular/IP Models Save Time&Money-Uniquely signals simultaneously on both antennae. including 4 programmable EOLR zone inputs;2 Form C Relay outputs Flexible Performance&Reporting Options.StarLink Fire (no extra supervision modules to buy or install);plus,2 Telephone- provides full data reporting,in sole and dual path,as a style jacks for easy FACP-connection.Self-supervised on 4wires, primary or backup,to any central station of your choice, • Preactivated to ensure communications-saves time and labor onsite without requiring any special equipment on premises. Ultra-affordable plans are available to meet various codes • LED Status/Trouble Indicators 3 Radio Status LED Indicators and requirements,with supervisory check-ins from 200 (visible from outside standard model housing)-Green,Signal seconds,to 5 minutes;and/or from 1 to 6 hours.The units Strength;Amber-Busy/Activation;Red-Trouble(4 additional LEDs, are very easily activated,plans and options are selected, not visible,for network status&troubleshooting).Power LED and 24/7 account management is provided all through indicator viewable on outer metal enclosure models. www.napcocomnet.com. • Over-the-Air Upgradable Communicator Firmware.Remote ability for critical/mandatory updates,without a truck-roll • Cost-saving models and plans for any code requirement. Napco StarLink Universal Fire Alarm Dramatic savings over monthly dedicated Iandline charges. Communicators • Sole Path Cellular and Dual Path Cellular&/or IP Models • Choice of LTE Networks,Verizon or AT&T models • Choice of plans(varies by model)-check-ins from 200 seconds to 5-minutes,and from 1 hour,up to 6 hours for dual path • Patented Signal Boosts'and Dual Diversity Antennae for maximum signal acquisition&null avoidance,receiving N signals simultaneously on both antennae • Money-saving Tradeup incentive credit for security professionals,on new or retrofit fire systems,i.e.,tradeup missing/retired POTS lines,old radios&networks or new installations • Bonus:Full High-Speed Napco Panel remote uploading/ downloading • COMPLIANCES:NFPA 72 Editions:2019,2016,2013,2010, 2007;UL 864,10th Ed.,UL1610,UL985,UL1023,NYCFD; CSFM;LAFD t� connected by '�' AT&T verizonv n NFPA Code-compliant standard or metal models on choice of Verizon orAT&TLTE networks. am PT`211mi Model Ordering & Specifications veriionv AT&T Unique Onboard Other Power LTE WiFi Electrical Input Network Cell IP Option �bor/Cost-Saver Patings Inputs Input Ratings Outputs Output Ratings Supply Features (option)} STANDARD MODELS[ABS) r SbLIIIFIL�N�- :��",v y: ;ro- ��<.�' "' =a,�•,,•,w m •� -. ^.. 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' �S€ans' ezH90iz;%��,,-;wij' / v' tr aver tFdn S fi LTE3► ¢PS kT.gT,, INI:%25VD Put' L1dt :z.i i / j .,, /.;'- D1 g :120V1k '">� t!LP� , ,;,{rfirA)1 ,; w' " .'a, ;d1,.17 ciiiei(t2mACiN3 '`.P.GM2. ��n�zc( ,,...,wfeii- <('5R,:)v2"''; M: .r. ;:ys;:;;%:F, putGr«rrprf,€;;;5j}I ; attpie;.Max4fituririarfartf ; bV �,.., u ..,lN9251i131MroFet - -P ,ndt GM3,,,,," N ";%. z.uv,c�' '�_ ,- i`'1,..,' :r7z. (lam y�;,��,1r,1. "�''r SL(E¥�V•C %Ver6tan° :'.Yes � "tv6 r 'Current:2#3pmA �.:?. �� � - °';! h✓; ta -,�,.�.a��fr" .-;a�"• „4 :' ;;d(';a�'; 'w:rav"Fs;,yr��;. Y� DUALPA?N '2 TeICo jacks for EZ rr .Panet-Powered.Tecfa'y: °; .OUT1,£)tjT2:DryCuntact,Form S1XkTEAl-CFB AT&T "Yes Yes Yes FACPConnect,4 iN1:9.2WDCMaz :>, InputV0ltage:l0-25VDC: C Relay,30VA£tDC,500mA ProgrammableEOLR IN1,IN2,. inputcurrent 2mA OUT1, ' fnputCurrent 1b2mA.; AAax PGM3:Open£DlteOkor zone inputs;2 Form C IN3,IN4, - IN2,IN3,iN4,INS:. OUT2," Relay outputs{avoids t0100mAstalidliy;;;^ IN5.,. ,9.25VDCMaxinput PGM3 ©u€puts Max 3V when adive, 30omA eakirin Max25Vwhanactive.Max SLELTEVI•tF6. Verizrin Yes Yes, Yes" " ; regtfOrsuparvision P g, zurrentl.2triA „;;ilroduie} transmissions Currmt24mA425V . �,,;2TelCo Jacks for ff j" 4 OUt1;0UT2:Dry Contact,Form SLELTEAI-CFBPS AT&T.. . Yes Yes- Yes FACPConned;4, ()iredA£-P,owered:?neat 1N1:9-25VDCMax• 'C Relay, Transformer' Programmable EOLB'_'Vottage:120VACnominal, IN1,IN2,: "-,inputcurrent2mA ., .OUTI,—, Max: PGM3:flpeiCollector (TRF12 zone inputs;2 Form C. ;.Input Current 200mA,. IN3,IN4,,., tN2,IN3,IN4,IN5: OUT2, Outputs Max3Vwhen active, 16VAC,20VA Refayoutputs(avoids_ Max;Maximum-charging INS - --'9-25VDCMaxinput-. PGM3 Max 25Vwhen active.Max transformer) SL&LTEVI-CFEIP5 Vorizas Yes' :'Yesr Yes^' "`regiforsbP&vlsion current 200mA currentl.20 module) �' �urrent24mAGe25U°. � :.p. . • ACCESSORIES: scr, . SLE-WIFI-MODULE Optionally connects supported dual path models to -'' '. <" � Internet via WiFi,eliminating Ethernet cable connection.Requires 7AH batty. ' ` s " q " ttelvav'l5 � 3(CT �R ii��t;KY°; :...'�� ("See details WI2191) SLE-ANTEXT75 Optional extended range omni.antenna w/75'cable, pPcsttveslbtarlI'• premium low-loss cable&full mounting hardware&ground fault isolation rt; zsfntrclal-f rte-AlatTrttOrttvi<} wthgnlCd, mounting plate rklsriit #eg SoIV;T?ath Y fzerr`I l CfLWAu r ?ttarri Camrritittictor anti'fr:%.;:'. u:;kffvs SLE-ANTEXT50 As above,with 50'cable zlwrw(�°Ajlhut't ampr'2;V �SU SLE-ANTEXT30 As above,with 30'cable C1pt3a'(Wly, . CjdR#?I tl `Lo"32pC'lEit� TRF12 Optional Plug m AC Transformer,16.5V/20VA(use >4com FClatls t�. " b�;;+xf>��1� rcorr rrtl�nRf P g fEt@d t2EStI'IA< Y.OVIC(1C1� roc is subject to local code compliance)t tiTjia pptf;:U2# °iltt* ^ Y �;€s€zilaae's�r�'(t.€s�di�?�`�s,. Free Commercial Fire LTE Tradeup TrifoldQZmm t:1v3Dnwl14 25 ztfi fsea ci ;6 ( ;" Brochures/Mailers/Stuffers(A747) s CIS ratl�aCrSj7. h' �;"„t �' StarLiink Fi, 333 Bayview Ave.,Amityville,NY 11701 • 1-800-645-9445 • www.napcosecurity.com Note:Always consult technical manual and/or AHJ for compliance requirements for your area/appllication.Starlink,Starlink Fire,FireLink,SignalBoost,Panel-Powered Technology,Gemini&Gemini Commercial are trademarks of Napco.AT&T,Vernon,LTE,etc are trademarks of their respective companies.'Starlink offers full data coverage in US from virtually all panel brands reporting in Contact ID or 42.it For Panel-Powered technology,regulated auxiliary power outputs are required on Listed FRCP."Add 40mA to input current&Standby Battery requirement.tWhere permitted byAHI;requires conduit.For full details on the Sta rUnk tradeup incentive see online under hap://www.napcosecurity.cam/starlink/starlink4gupgra de/tPromo subject to change w/o prior notice.LTE lifespan claims are based on those of carriers. ©NAPCO,NAPCO SecumyTechnologies Inc.(NASDAQ:NSSQ A734A2019.8 tl M i r c o SELECT SERIES INTELLIGENT SMOKE DETECTOR MIX-2351AP(A)/ RAP(A)1 TAP(A) o eatu res Multi-criteria detection . Designed to meet UL 268 7th Edition and UL 521 Listed. (MIX 2351AP/TAP/RAP) Designed to meet CAN/ULC 5529 Rev.4 and CAN/ULC S530 L3" r „qr�,,/.-. � listed.(MIX-2351APA/TAPA/RAPA) New modern profile Analog communications �'- Low standby current Rotary address switches Dual LEDs for 360°visibility MIX-2351AP sensor mounted on a B300-6 base Expanded color kit options Description Specifications The Select Series low profile smoke detectors are intelligent Operating ,. Ifkatio addressable plug-in detectors with point ID capability that enables each detector address to be set with rotary address Height 2.0 inches(51 mm) switches providing exact device locations. installed in B300-6/B30OA-6 base Detector sensitivity is continually monitored and reported to 6.2 inches the fire alarm control panel. These intelligent sensors utilize Diameter (156 mm)installed in B300-6/B30OA-6 base a state-of-the-art thermistor sensing circuit for fast response. 4.1 inches(104 mm) Mircom'sAdvanced Protocol uses a high speed installed in B501-WH ITE/-IV base communication protocol that greatly increases the speed of Shipping 3.4 oz(95 g) communication between the intelligent devices. Weight The modern design and expanded color options support Operating Photo:32°F to 122°F(0°C to 50oC) contemporary aesthetic demands. In addition,each detector temparature -4°F to 158°F(-20oC to 70oC)in duct applications is constructed for exceptional installation and maintenance Range Photo with Thermal:32°F to 100°F(0°C to 38°C) efficiency. Operating The Select Series MIX-2351AP(A)photoelectric detector's Humidity 10%to 93%non-condensing re-designed optical sensing chamber is engineered to sense Range smoke produced by a wide range of combustion sources UL-Listed Photo/Photo with Thermal:0 to 4,000 fpm(0 to in accordance with more stringent code standards.The Velocity 1219 m/minute)(suitable for installation in ducts) sensitivity of Select Series detectors can be programmed Range using the control panel software to suit the environment. Electrical ,_ The MIX-2351 RAP(A)photoelectric detector is also remote voltage test capable for use with a duct smoke detector. Range 15 to 32 VDC peak The MIX-2351TAP(A)multi-sensor detector offers either Operating 200 uA(one communication every 5 seconds with photoelectric detection or thermal detection through dual Current green LED blink on communication) electronic thermistors at 135°F(57°C)fixed temperature @ 24 VDC thermal sensing. Maximum 4.5 mA @ 24 VDC(one communication every 5 Current seconds with amber LED solid on) Maximum 2 mA @ 24 VDC(one communication every 5 Alarm Current seconds with red LED solid on) I FM I r APPROVED CATALOG NUMBER NOT TO BE USED FOR INSTALLATION PURPOSES. ��w THIS INFORMATION IS FOR MARKETING PURPOSES ONLYAND (`/� NOT INTENDED TO DESCRIBE THE PRODUCTS TECHNICALLY. f Ordering Information ColorModel Description Intelligent Detectors MIX-2351AP Intelligent Photoelectric smoke detector-UL White MIX2351APA Intelligent Photoelectric smoke detector-ULC White MIX-2351 RAP Intelligent Photoelectric smoke detector,remote test capable,for use with duct smoke detectors-UL White MIX-2351 RAPA Intelligent Photoelectric smoke detector,remote test capable,for use with duct smoke detectors-ULC White MIX-2351 TAP Intelligent Photoelectric smoke detector with Thermal-UL White MIX-2351TAPA Intelligent Photoelectric smoke detector with Thermal-ULC White Bases B501-WHITE 4"Flangeless mounting base-UL/ULC White B501-IV 4"Flangeless mounting base-UL/ULC Ivory B300-6 6"Flanged mounting base-UL White B300-6-IV 6"Flanged mounting base=UL Ivory B30OA-6 6"Flanged mounting base-ULC White B300A-6-IV 6"Flanged mounting base-ULC Ivory B200SR-WH Standard Sounder Base-UL White B200SR-IV Standard Sounder Base-UL Ivory B200SRA-WH Standard Sounder Base-ULC White B200SRA-IV Standard Sounder Base-ULC Ivory B200SR-LF-WH Low-frequency Sounder Base-UL White B200SR-LF-IV Low-frequency Sounder Base-UL Ivory B224BI-WH Isolator Base-UL White B224BI-IV Isolator Base-UL Ivory B224BIA-WH Isolator Base-ULC White B224BIA-IV Isolator Base-ULC Ivory B224RB-WH Relay Base-UL White B224RB-IV Relay Base-UL Ivory B224RBA-WH Relay Base-ULC White B224RBA-IV Relay Base-ULC Ivory Accessories CK300 Color Kit(includes cover and trim ring)-Pack of 10 White CK300-IV Color Kit(includes cover and trim ring)-Pack of 10 Ivory CK300-BL Color Kit(includes cover and trim ring)-Pack of 10 Black TR300 Trim Ring White TR300-IR Trim Ring Ivory RA100Z Remote LED anunciator-UL Ivory RA10OZA Remote LED anunciator-ULC Ivory 1611111, Mircom® THIS INFORMATION IS FOR MARKETING PURPOSES ONLY AND NOT INTENDED TO DESCRIBE THE PRODUCTS TECHNICALLY. Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates 10jilillilfflI For complete and accurate technical information relating to Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 UWE performance,installation,testing and certification,refer to technical Telephone:(905)660 4655 Toll Free:(888)660-4655 literature.This document contains intellectual property of Mircom. TM The information is subject to change by Mircom without notice. Fax:(905)660-4113 Fax Toll Free:(888)660-4113 i�r—Wk Mircom does not represent or warrant correctness or completeness. www.mircom.com CAT.5898 Rev.0 . , M i r c o m ����� ���U �������� �U �� ���������P�U���������� ^ ~~ ~^ �^�~~^~ ^^^`~~~^ ^ ~^~^ ~~^^~ ^^ ^^^�^`~`~ ^~~~^ ~~~'^ ~~^^ ~�=~ " ~"��"�� `°��^" ~"=�"�= �� Features ^ Unique ability to detect all four major elements cfafire ^ Separate CO detection signal ^ Highest nuisance alarm immunity " Automatic drift compensation of smoke sensor and COcell ^ Raa|TeaV000 testing capability ^ UL2087th edition, UL521.and UL2O75listed ^ Separates audible signal for fire urCO alarm when used with the APB200bases � ^ 1U year CO cell with ond'uAife warning and fault Compatible with Mimom'u Intelligent control panels operating in8P mode such ouFlexNet Series;CLIP mode iu not supported. Advanced Multi-Criteria Fire/CO Detector installed m»Pou00-Wm sounder base Description ' The M|X'FC351AP is on inteUigent, multi-criteria detector The AP8200-VVH/ AP8200'LF'VVH recognize the incorporating photoe\eotric, thormo|, infrared and Carbon synchronization protocol. This onob|an it to be used as o Monoxide(CO)detection principles that provide both fire and component ofthe general evacuation signal,along with other CD detection. For fire,sophisticated algorithms maximize the horns, horn strobes, and chimes,when connected hoapower advantages of all four sensor types creating our best detection supply urFire A|onn Control Panel (FACP) output capable strategy offering heightened immunity to nuisance particulate of generating the synchronization pulses.With each sounder and enhanced sensitivity to real fire. base carrying o unique address,the FACP can then command K0u|dp|e sensors and communication can greatly reduce onindviduo|sounder,ora group of sounders,to activate.The nuisance alarms compared to single sensing methods. command set from the panel can be tailored to the uponifiu ovont. oUmwingoe|ecu\onofvn|umo.tono.ondgmup� This ability hnn�ecLcehain nuisance alarm thggeno. such ao theater smoke, supports the use of the fire/CO detector in Mircmm'a Advanced Protocol (AP) devices use a high speed applications where moderate to heavy nuisance conditions communication protocol that greatly increases the speed of exist that might cause single sensing detectors tu false alarm. communication between the intelligent devices. KAinoom'a Advanced Protocol uses o superior group polling method as Released through the incomplete burning of various fuels, well 000n interrupt feature that provide for a faster response tn CO is o oo|odeuo, odorless and dead|ygao that is virtually on alarm condition. |n addition,the Advanced Protocol allows impossible to detect with the human senses. Because the for greater system capacity with support for uptu159sensors potential exists for dangerous levels ofCO to accumulate and 1ye modules totaling too1a devices per aLocircuit. in almost any building, |egio|oUun mandating the use of CO detection in commercial spaces continues to increase across the U.G.and Canada. The M|X-FC351AP meets both UL2O0 7th edition and UL521 listing requirements for fire detection oe well oo the UL2O75 standard for system-connected life safety carbon monoxide detection. The K8|X-FC3518Pio recommended for use in conjunction with the APB2004mH orxPB2OO'LF4mH intelligent sounder bases,which can generate either o Temp 3 pattern for fire nro Temp 4 pattern for CO alarm indication. TheAP8200-LF-WH |ovv frequency sounder base is designed to meet the NFRA 72 sleeping space requirement to produce o fundamental frequency of52O Hz +/— 1096 with o square wave or its equivalent. CATALOG NUMBER NOT Tmos USED FOR INSTALLATION PURPOSES. THIS INFORMATION m FOR MARKETING PURPOSES ONLY AND ����^� NOT INTENDED ro DESCRIBE THE PRODUCTS rso*w/oALcx ����0� N Specifications Physical Specifications Height 2.7"(69mm)installed in APB200-WH style base Diameter 6.875"installed in APB200-WH style base Shipping Weight 3.4oz. (95gm) Color White Operating Humidity Range 15 to 90%relative humidity(non-condensing) Application Temperature Range 32°F to 100°F(0°C to 38*C) Air Velocity 0 to 4000 ft/min(0 to 20 m/sec) Electrical Specifications Operating Voltage Range 15 to 32 VDC Maximum Standby Current 200 pA at 24 VDC(one communication every 5 seconds with LED blink enabled) Maximum Alarm Current(LED on) 4.5.mA at 24 VDC ApplicationsSensitivity Settings and Suggested Level UL ULC Sensitivity Setting Suggested Application Level 1 Alert 1 Alarm 1 1%/ft of smoke Very clean environments—laboratories Level 2 Alert 2 Alarm 2 2%/ft of smoke Clean environments!—offices Level 3 Alarm 1 Alarm 3 3%/ft of smoke. No Delay Moderately clean environments—hotel rooms,dorm rooms Level 4 Alarm 2 Alarm 4 3%/ft of smoke. Maximum Hotel rooms near a shower, boiler rooms of 10 minutes delay from processed photo output. Level 5 j Alarm 3 1 Alarm 5 1 4%/ft of smoke Equipment rooms, kitchens, paint shops Level 6 1 Thermal Alarm, Heat Only at 135°F(57°C)or rate of rise limits *Once the CO cell has reached end-of-life,the CO sensor no longer provides life safety protection; however,when the fire detector enters Photo,Thermal, Infrared(PTIR)mode,the following sensitivities apply: Level 1 Alert 1 Alarm 1 1%/ft of smoke Very clean environments—laboratories Level 2 Alert 2 Alarm 2 2%/ft of smoke Clean environments—offices Level 4 Alarm 2 Alarm 4 _ 3%/ft of smoke. Maximum Hotel rooms near a shower, boiler rooms of 10 minutes delay from processed photo output. Level 6 Thermal Alarm, Heat Only at 135°F(57°C)or rate of rise limit CO . , Follows: Parts Per Million Detector Response Time 70±5ppm 60—240 min. 150±5ppm 10—50 min. 400±10ppm 4—15-min. Per UL standard 2075,the MIX-FC351AP has been tested to the sensitivity limits defined in UL standard 2034. NOT TO BE USED FOR INSTALLATION PURPOSES. CAT.5901 THIS INFORMATION IS FOR MARKETING PURPOSES ONLY AND lki,. Mircom- NOT INTENDED TO DESCRIBE THE PRODUCTS TECHNICALLY. Page 2 Of 3 Ordering Information DescriptionModel MIX-FC351AP Advanced Multi-Criteria Fire/CO Detector(UL) MIX-FC351APA Advanced Multi-Criteria Fire/CO Detector(ULC) Bases B501-WHITE 4"Base-White(UL/ULC) B501-IV 4"Base-Ivory(UL/ULC) B300-6 6"Base-White(UL/ULC) B300-6-IV 6"Base-Ivory(UL/ULC) APB200-WH Intelligent Sounder Base-White(UL) APB200-IV Intelligent Sounder Base-Ivory(UL) APB20OA-WH Intelligent Sounder Base-White(ULC) APB20OA-IV Intelligent Sounder Base-Ivory(ULC) APB200-LF-WH Addressable low frequency sounder base-White(UL) APB200-LF-IV Addressable low frequency sounder base-Ivory(UL) APB20000A-WH Intelligent Sounder Base. Includes CO detector markings in English and French-White(ULC) APB20000A-IV Intelligent Sounder Base. Includes CO detector markings in English and French-Ivory(ULC) Accessories TR300 Trim Ring-White TR300-IV Trim Ring-Ivory CK300-IR Color Kit with IR opening-White(Includes cover and Trim ring) CK300-IR-IV Color Kit with IR opening-Ivory(Includes cover and Trim ring) CK300-IR-BL Color Kit with IR opening-Black(Includes cover and Trim ring) The MIX-FC351AP(A)detectors are also backward compatible with the bases APB200,APB20000A and APB200-LF for retrofit applications. Compatible with Mircom's Intelligent control panels operating in AP mode such as FlexNet Series;CLIP mode is not supported. Product specifications subject to change without notice. Alki, 1111 i rcom® THIS INFORMATION IS FOR MARKETING PURPOSES ONLY AND NOT INTENDED TO DESCRIBE THE PRODUCTS TECHNICALLY. Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates USE, For complete and accurate technical information relating to Vaughan,Ontario L4K 5W3 Niagara Falls,NY.14305 performance,installation,testing and certification,refer to technical Telephone:(905)660 4655 Toll Free:(888)660-4655 literature.This document contains intellectual property of Mircom. ry The information is subject to change by Mircom without notice. Fax:(905)660-4113 Fax Toll Free:(888)660-4113 Fntel' k Mircom does not represent or warrant correctness or completeness. www.mircom.com CAT.5901 Rev.0 M i r c o ADVANCED PROTOCOL INTELLIGENT MANUAL STATION MS-710APU Features Dual Action • Key resettable • Permanently attached Intelligent Addressable Module Rotary switches for direct-dial entry of address.Each unit can have address set for 01-159 for Advanced Protocol `! ;, n• kv t , mode and 01-99 for CLIP mode • High-gloss red enamel finish Plastic breakrod Meets ADA 5 lb. maximum manual-force Mounts on standard single gang box, Mircom's BB-700 surface metal backbox or BB-70OWP weather proof backbox Description Operation Mircom's MS-710APU Advanced Protocol Intelligent Manual The MS-710APU Dual Action Intelligent Manual Station is Station is made of a high quality,die-cast metal and is available operated by pushing the bar labelled "PUSH BAR" and then as a dual-action device with key resets and a permanently pulling down the handle marked "PULL HANDLE". The MS- attached intelligent module. The intelligent manual station 710APU is reset by opening the station with the key,placing the has a pair of rotary decimal switches which allows for two digit handle in the normal upright position and re-locking the station. address setting. Pulling the handle initiates the operation of the intelligent module. Specifications The manual station is available with CAT 30 keys and mounts The manual station shall be Mircom's MS-710APU.Operating on a standard single gang backbox, Mircom model BB-700 instructions shall be in raised English lettering and the unit shall interior surface metal backbox, or BB-70OWP weather proof be constructed of high quality die-cast metal and finished in red backbox. enamel paint to provide quick identification.Pulling the handle Mircom's Advanced Protocol (AP) devices use a high speed shall initiate immediate operation of the intelligent addressable communication protocol that greatly increases the speed of module. All manual fire alarm stations shall be installed as per communication between the intelligent devices. Mircom's the specific requirements outlined in the UL codes, as well as Advanced Protocol uses a superior group polling method as all other applicable national or local codes. Final acceptance well as an interrupt feature that provide for a faster response to is subject to the local authority having jurisdiction. an alarm condition. In addition,the Advanced Protocol allows for greater system capacity with support for up to 318 devices per SLC circuit. The AP devices are backwards compatible to operate in CLIP mode for legacy system applications. U� U LC FM APPROVED S7005 S7005 CATALOG NUMBER NOT TO BE USED FOR INSTALLATION PURPOSES. ���� THIS INFORMATION IS FOR MARKETING PURPOSES ONLY AND NOT INTENDED TO DESCRIBE THE PRODUCTS TECHNICALLY. Specifications Dimensions 4.93"H x 3.56 W x 2.9" D Nominal Operating Voltage 15-32 VDC Maximum Alarm Current @ 24V 600 pA Average Operating Current @ 24V 400 pA Surface Mount Backboxes BB-700 Surface Mount BB-70OWP Weatherproof Backbox Surface Mount Backbox Dimensions: Dimensions: 5"H x 3.6"W x 2.0" D 5"H x 3.6"W x 2.2" D Wiring Diagram Mounting Diagram BACK OF MANUAL STATION SCREW HOLE MANUAL STATION 4"GANG BOX TO NEXT STATION OR _ O O - -- - - -- END OF LINE DEVICE {+ ® O FROM _ L BLA K ® SCREW PREVIOUS {+ ® O STATION +RED SCREW ADDRESSABLE O MODULE O O ---------------- SCREW HOLE Ordering Information Model Description MS-710APU Advanced Protocol Intelligent Key Resettable Dual Action Manual Station BB-700 Series 700 Interior Surface Mount Backbox, Red Finish BB-70OWP Series 700 Weatherproof Surface Mount Backbox, Red Finish GL-007K Activation indicator(plastic break bar) THIS INFORMATION IS FOR MARKETING PURPOSES ONLYAND Mircom- WIN NOT INTENDED TO DESCRIBE THE PRODUCTS TECHNICALLY. Canada For complete and accurate technical information relating to performance,installation,testing 25 Interchange Way Vaughan,ON L4K 5W3 Intertek and certification,refer to technical literature.This document contains intellectual property of Telephone:(905)660�3655 Fax:(905)660 4113 Mircom.The information is subject to change by Mircom without notice. Mircom does not represent or warrant correctness or completeness.All rights reserved.All other trademarks U.S.A. and registered trademarks are properties of their respective owners. 4575 Witmer Industrial Estates Niagara Falls,NY 14305 Toll Free:(888)660-4655 I Fax Toll Free:(888)660-4113 CAT.5954 www.mircom.com Rev.1 M i r c o m SELECT SERIES INTELLIGENT THERMAL SENSORS MIX-5351AP(A)I RAP(A)I HAP(A) Features -• New modern bright white profile " "y`' " '< • Available as 135°F(57°C)fixed temperature, 135°F(57°C) fixed temperature with rate-of-rise detection and high P 9 temperature 190°F(88°C)fixed temperature Dual LEDs for 360°visibility. • Low profile base provides easy interchangeability Low standby current r. ., ,. r, ' • Rotary address switches Expanded color kit options. MIX-5351AP(A)sensor mounted on a B300(A)-6 base Description Specifications The Select Series low profile thermal detectors are intelligent Physical I Operating Specifications addressable plug-in detectors with point ID capability that Height 2.0 inches(51 mm) enables each detector address to be set with rotary address 56 mm) switches providing exact device locations. ins inches(1nstalled in B30300-61-6/6300A-6 base Detector sensitivity is continually monitored and reported to Diameter 4.1 inches(104 mm) the fire alarm control panel. These intelligent sensors utilize installed in B501-WHITE/-IV base a state-of-the-art thermistor sensing circuit for fast response. Shipping Weight 3.4 oz(95 g) Mircom'sAdvanced Protocol uses a high speed communication protocol that greatly increases the speed of communication Heat-Fixed-temperature: -4°F to 100°F(-20°C to 38°C) between the intelligent devices. Operating tem arature Heat-Rate of Rise(ROR): The select series devices are backwards compatible to P -4°F to 100°F(-20°C to 38°C) operate in CLIP mode for legacy system applications. Range Heat-High Temperature: The modern design and expanded color options support -4°F to 150°F(-20°C to 66°C) contemporary aesthetic demands. In addition, each detector is constructed for exceptional installation and maintenance Operating 10%to 93%non-condensing efficiency. Humidity Range Select Series thermal detectors provide cost-effective, Fixed Temperature Setpoint:135°F(57°C) intelligent property protection with a UL 521/CAN-ULC S530 Thermal Ratings Rate-of-Rise Detection:15°F/min.(8.3°C/min.) listing. High Temperature Heat:190°F(88°C) MIX-5351AP(A)Intelligent Heat Detector offers 135°F(57°C) Fixed thermal Detection. Specifications MIX-5351RAP(A) Intelligent Heat Detector offers 135°F Voltage Range 15 to 32 VDC peak (57°C)Fixed and rate-of-rise thermal Detection. 200 uA(one communication MIX-5351HAP(A)Intelligent Hight Temperature Heat Detector Operating Current @ 24 VDC 'every 5 seconds with green LED offers 190°F(88°C)Fixed high temperature thermal detection. blink on communication) 4.5 mA @ 24 VDC(one Maximum Current communication every 5 seconds with amber LED solid on) U FM 2 mA @ 24 VDC(one U I C HO'z Maximum Alarm Current communication every 5 seconds APPROVED with red LED solid on) CATALOG NUMBER NOT TO BE USED FOR INSTALLATION PURPOSES. ���� THIS INFORMATION IS FOR MARKETING PURPOSES ONLY AND NOT INTENDED TO DESCRIBE THE PRODUCTS TECHNICALLY. Ordering Information Model Description Color Intelligent Heat Detectors MIX-5351AP Intelligent Heat Detector,Fixed Temperature-UL White MIX-5351APA Intelligent Heat Detector,Fixed Temperature-ULC White MIX-5351 RAP Intelligent Heat Detector,Fixed Temperature with Rate-of-Rise Detection-UL White MIX-5351 RAPA Intelligent Heat Detector,Fixed Temperature with Rate-of-Rise Detection-ULC White MIX-5351 HAP Intelligent High Temperature Heat Detector,Fixed Temperature-UL White MIX-5351 HAPA Intelligent High Temperature Heat Detector,Fixed Temperature-ULC White Bases B501-WHITE 4"Flangeless mounting base-UU ULC White B501-IV 4"Flangeless mounting base-UU ULC Ivory B300-6 6"Flanged mounting base-UL White B300-6-IV 6"Flanged mounting base-UL Ivory B30OA-6 6"Flanged mounting base-ULC White B30OA-6-IV 6"Flanged mounting base-ULC Ivory B200SR-WH Standard Sounder Base-UL White B200SR-IV Standard Sounder Base-.UL Ivory B200SRA-WH Standard Sounder Base=ULC White B200SRA-IV Standard Sounder Base-ULC Ivory B200SR-LF-WH Low-frequency Sounder Base-UL White B200SR-LF-IV Low-frequency Sounder Base-UL Ivory B224BI-WH Isolator Base-UL White B224BI-IV Isolator Base-UL Ivory B224BIA-WH Isolator Base-ULC White B224BIA-IV Isolator Base-ULC Ivory B224RB-WH Relay Base-UL White B224RB-IV Relay Base-UL Ivory B224RBA-WH Relay Base-ULC White B224RBA-IV Relay Base-ULC Ivory Accessories CK300 Color Kit(includes cover and trim ring)-Pack of 10 White CK300-IV Color Kit(includes'cover and trim ring)-Pack of 10 Ivory CK300-BL Color Kit(includes cover and trim ring)-Pack of 10 Black TR300 Trim Ring White TR300-IV Trim Ring, Ivory RA100Z Remote LED anunciator-UL Ivory RA100ZA Remote LED anunciator-ULC Ivory Mircom® THIS INFORMATION IS FOR MARKETING PURPOSES ONLY AND NOT INTENDED TO DESCRIBE THE PRODUCTS TECHNICALLY. Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates Emu For complete and accurate technical information relating to Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 �=n performance,installation,testing and certification,refer to technical Telephone:(905)660-4655 Toll Free:(888)660-4655 literature.This document contains intellectual property of Mircom. " The information is subject to change by Mircom without notice. Fax:(905)660-4113 Fax Toll Free:(888)660-4113 � r(��( Mircom does not represent or warrant correctness or completeness. www.mircom.com' CAT.5899 Rev.0 Mi*r c o m TM INTELLIGENT ADDRESSABLE MODULES MIX-500 SERIES Features • Designed to meet a wide range of applications • SEMS screws for easy wiring • Panel controlled status LED(except MIX-M501 M) • Analog communications Rotary address switches(except MIX-M500X) • Low standby current • Mounts in 4"square junction box Description Mircom's intelligent module products are designed to meet MIX-M502M Zone Interface Module a wide range of applications.Monitor and control modules The MIX-M502M Zone Interface Module allows Mircom's can be used to supervise and activate sounders, strobes, intelligent panels to interface and monitor two-wire door closers,pull stations,waterflow switches,conventional conventional smoke detectors. All two-wire detectors smoke detectors,and more.Each module is rigorously de- being monitored must be UL or ULC compatible with signed and tested for electromagnetic compatibility and the module. The MIX-M502M is addressed through the environmental reliability,in many cases exceeding industry communication line of an intelligent Mircom system. It standards.Modules are addressed with easy-to-use rotary transmits the status of one zone of two-wire detectors code switches. Full size modules mount in standard 4"x 4" to the fire alarm control panel. Status conditions are x 2 Ye"junction box.Wiring terminals are easily accessible reported as normal,open,or alarm. The interface module for troubleshooting purposes. supervises the zone of detectors and the connection of MIX-M500M Monitor Module, MIX-M501 M Mini the external power supply. Monitor Module and MIX-M500DM Dual Input MIX-M500S Supervised Control Module Monitor Module The MIX-M500S Supervised Control Module provides Mircom's monitor modules provide an interface to contact supervised monitoring of wiring to load devices that devices, such as security contacts, waterflow switches, require an external power supply to operate, such as or manual stations. They are capable of Styles A and homs, strobes, or bells. It is capable of Styles Y and Z B supervised wiring to the load device (MIX-M500M supervision. Upon command from the control panel,the is capable of Style D). Conventional 4-wire smoke MIX-M500S will disconnect the supervision and connect detectors can be monitored through their alarm and the external power supply across the load device. The trouble contacts,wired as an initiating loop to the module. disconnection of the supervision provides a positive In addition to transmitting the supervised state of the indication to the panel that the control relay actually turned monitored device(normal,open,or short),the full analog on. The external power supply is always relay isolated supervision measurement is sent back to the panel.This from the communication loop, so that a trouble condition allows impedance changes in the supervised loop to the on the power supply will never interfere with the rest of the monitored device to be detected. system.Full analog measurement of the supervised wiring The MIX-M500DM is capable of monitoring two separate is transmitted back to the panel and can be used to detect Class B circuits simultaneously, making it ideal for impedance changes or other special test functions. waterflow tamper switch and flow switch monitoring. The small size of the MIX-M501 M allows it to fit inside devices or junction boxes behind devices. `® M EA U` U C F M MIX-M500R Relay Module approved APPROVED The MIX-M500R Relay Module contains two isolated sets S5434 S5434 7300-1477:113 427-91-E 3017996 (MIX-M501M,MIX-500R, (MIX-M500,MIX-M501M) of Form-C contacts,which operate as a DPDT switch.The MIX7 000 1 MIX:126 ) 00R,MIE 7300-1477:126 (MIX-M500R,MIX-M500s) (MIX-M500DM) 227-03-E module allows the control panel to switch these contacts 7300-1477:127 (M/X-M500DM) on command. No supervision is provided for the relay (MIX-M500M) contacts. CATALOG NUMBER 5903 NOT TO BE USED FOR INSTALLATION PURPOSES. Mircom reserves the right to make changes at any time without notice in prices,colours,materials,components,equipment,specifications and models and also to discontinue models. M50OX Isolator Module The M50OX Isolator Module is an automatic switch that isolators immediately switch to an open circuit state and opens when the line voltage drops below four volts. isolate the devices between them. The remaining units Isolator modules should be spaced between groups of on the loop continue to fully operate. No more than 25 sensors or modules in a loop to protect the rest of the loop. devices are recommended for each group. If a short occurs between any two isolators, then both Specifications General Specifications MIX-M502M Specifications Upexatfhg,yoltag�a;-,• ;.g� ., :: w����% Star>dlijrGurr %"�; :�;�:A:: ,: 15-32 VDC 300 pA max @ 24 VDC (one communication every 5 sec.with do"M 'ifi icattia iltiie''Loop Ir60daii� ,"4" LED enabled) 400 max. act8iet81 PowefSupp '-.. * -,. _;�' qr9�2, z,; �,. •,;' a«��..�:::,..,�:,:�'.� 18_ C(100 mV ripple max.) 28VD Erd-of-Lltie Restarice « . 32°to 120°F(0°to 49°C) Po °''°''•'' ' F2elative Hu[nloftyw.x , .. n ;y 3.9 k.Q(included) 10%to 93%:noncondensing °'Exter 1.Su &tandt) ci;q ent , 11.5 mA @ 24 VDC(nominal) MIX-M501 M 2.7"W x 1.7:"H x 0.5"D Exter�l'SuipjilYx ur„ trt:b A ` Others: 4.25"W x 4.65"H x 1.1"D 80 mA @ 24 VDC(nominal) St% ` Ing Welg1� ---✓ice€ ,.gam• ,, M501M:1.2 oz(37g) Others:6.3 oz(196g) MIX-M500DM Specifications MIX-M500111411,MIX-M500S,MIX-M501M Specifications 750 pA max.@ 24 VDC(one communication every 5 sec.with 47k EOL) 400 pA max @ 24 VDC(one communication every 5 sec.with �., as; wffr 47k EOL)550 pA max @ 24 VDC(one communication every 5 sec.with EOL<1 k)5.5 mA(with LED latched on) 970 pA max.(one communication every 5 sec.)6 mA(with LED latched on) )~.li »»oIP Lloe Resfstanae,� - °`" Enid=of-1»tne Raasls#ani 47 kQ(included) 47 k.Q(two included) MIX-M500R Specifications MIX-M50OX Specifications Stain�l�j►�ur�retir, �.°...:-_':.. ,n _«�° :.;�° 300 pA @ 24 VDC(one communication every 5 sec.with LED 450YpA max enabled) isolation Ctiiretit x=' LEC3a.Currartt ;3 -.- 5 mA max `° 5.5 mA(with LED latched on) `sn � °t +e Rr',Goittact Racingsr s 250 ms min. 3.0 A @ 30 VDC resistive FaultDetectluit�•`tlfresholtl,,..;; .,"e.-: . &°N°�' 0.9 A @ 110 VDC resistive 4 Volts 0.9 A @ 125 VAC resistive >••,-• _,;"", 0.5 A @ 125 VAC inductive(PF=.35) Llrkd €estdatlonThratipid.,,,•�,a�„�m,;tf;;;,,' ' >x "„ 0.7 A @ 75 VAC inductive(PF=.35) 7 Volts Ordering Information g6YR7,iZSi! '°if,�o�'�/'x r,W,;a,rj.4y",,v si•r..,c. .u .,, � i$s MIX-M500M Monitor Module MIX-M500R Relay Module MIX-M500s Supervised Control Module MIX-M501 M Mini Monitor Module MIX-M502M Zone Interface Module MIX-M50OX Isolator Module MIX-M500DM Dual Input Monitor Module Add suffix'A"for Canadian model. NOT TO BE USED FOR INSTALLATION PURPOSES. Distributed by: MirCom- Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 Telephone:(905)660-4655 Toll Free:(888)660-4655 Fax:(905)660-4113 Fax Toll Free:(888)660-4113 Web page: http://www.mircom.com Email: mail@mircom.com CAT.5903 ISO 9001:2008 Re,6 REGISTERED `� � M ,im r c o m TM ADVANCED PROTOCOL CONTROL MODULES MIX-M500SAPIMIX-M500RAP Mtn Features Designed to meet a wide range of applications SEMS screws for easy wiring 119 Eki3UP1+� �ro. ud.. vi ww a1°0ir°ie°eo 7 w TBSIRnAS9 ..;4tiee�iiwKiRT.D,s:,..KC•5S • Panel controlled status LED °PbwivlplYu'ainuWMi WY:f Rotary switches for direct-dial entry of address. Each unit can have address set for 01-159 for tom Advanced Protocol mode and 01-99 for CLIP mode • Low standby current • Mount in 4"square junction box Description Mircom's intelligent control and relay modules are MIX-M500SAP Supervised Control Module designed to meet a wide range of applications. The The MIX-M500SAP Supervised Control Module control modules can be used to supervise and activate provides supervised monitoring of wiring to load devices Notification Appliances while the relay modules provide that require an external power supply to operate, such the system with dry contact outputs for activatey a variety as horns, strobes, or bells. It is capable of Styles Y and of auxiliary devices. The control and relay modules are Z supervision. Upon command from the control panel, addressed with easy-to-use rotary code switches. the MIX-M500SAP will disconnect the supervision and Mircom's Advanced Protocol (AP) devices use a high connect the external power supply across the load speed communication protocol that greatly increases the device. The disconnection of the supervision provides a positive indication to the panel that the control relay speed of communication between the intelligent devices. actually turned on.The external power supply is always Mircom'sAdvanced Protocol uses a superior group polling relay isolated from the communication loop, so that a method as well as an interrupt feature that provide fora trouble condition on the power supply will never interferefaster response to an alarm condition. In addition, the with the rest of the system. Full analog measurement of Advanced Protocol allows for greater system capacity the supervised wiring is transmitted back to the panel with support for up to 318 devices per'SLC circuit. The and can be used to detect impedance changes or other AP devices are backwards compatible to operate in CLIP special test functions. mode for legacy system applications. MIX-M500RAP Relay Control Module The MIX-M500RAP Relay Control Module contains two isolated sets of Form-C contacts,which operate as a DPDT switch to provide the system with outputs for activating a variety of auxiliary devices, such as fans, dampers, control equipment, etc. The module allows the control panel to switch these contacts on command. No supervision is provided for the relay contacts. APPROVED S5434 S5434 7300-1477:01e7 CATALOG NUMBER 5951 NOT TO BE USED FOR INSTALLATION PURPOSES. Mircom reserves the right to make changes at any time without notice in prices,colours,materials,components,equipment,specifications and models and also to discontinue models. Specifications MIX-M500SAP Supervised Control Module MIX-M600RAP Relay Control Module NOPmat'Opeiatlrfg VOttplge:y` 15 to 32 VDC Normal 15 to 32 VDC IYlaximttrn AlailtCi�irreent 6.5mA(LED On) MaxanumAlati°Gelrrent 6.5mA(LED on) ..; „gym„k x gip, �:;•,,.;.:.:,,4°°war 400 NA max., 1 communica- z<• 300 vA,1 communication 16 3 � = ° ` tion every 5 seconds 47k EOL va g� '• 'rrentm every 5 seconds very e:#3 n Current, '=° ,bm.;• ; <. resistor,485 uA max.(Com- > ° EQL,I�eslata�fce ° Not used � ' municating,NAG shorted). : 7efterature lZ,,.ge 32`F to 120'F(0°C to 49'C) Maatintunl NAP,1,0 a LOSS,! 4 VDC atterriat.Supptyi, � " iurnidityt y% 10%to 93%Non-condensing N °` menslanS, ,z h 4.5-H x 4"W x 1.25"D t�ll8>iiitliti3Aj, Regulated 24VDC f "'` M>Xittuiiti,(Speakirirs, ' 70.07 V RMS,50 W ± onLact4lCr€g .4 ;, Gullxent ,,,,gr�la�imtim:• For class B wiring system,the Ap#illc�t#iott ;�. VoItagq. -.,,'; Descriptlon - current rating is 3A;For class IiANt."NAC Gurrpnt ttatings A wiring system,the current 3 A 30 VDC Resistive Non-coded rating is 2A 2 A 30 VDC Resistive Coded I�lin(fBj�ItOreA" 32°F to 120°F(0°C to 49°C) 0.46 A 30 VDC (UR=20ms) Non-coded 10%to 93%Non-condensing 0.9 A 125 VDC Resistive Non-coded t}Jirleil8iOtfs y; -d -` 4.5"H x 4"W x 1.25'"D 0.5 A 125VAC (PF=0.75) Non-coded 0.3 A 125 VAC (PF=0.35) Non-coded 0.7 A 70.7 VAC (PF=0.35) Non-coded 0.2 A 25 VAC (PF=0.35) Non-coded Ordering Information l�l001 ems, ;bef�CrlptlOn• °;:l r , vae,,, MIX-M500RAP Relay Control Module MIX-M500SAP I Supervised Control Module Add suffix"A"for ULC listed model. NOT TO BE USED FOR INSTALLATION PURPOSES. Alki, Mircom® Distributed by: Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 Telephone:(905)660-4655 Toll Free:(888)660-4655 Fax:(905)660-4113 Fax Toll Free:(888)660-4113 Web page: hfp://www.mircom.com Email: mail@mircom.com CAT.5951 ISO 9001:2008 r��� Rev.2 REGISTERED TIM M r c o m MULTI VOLTAGE CONTROL RELAYS MRA 00/MR-200 SERIES Features " Relays may be energized from a voltage source of 18 to 35VDC or VAC, 120VAC or 230VAC • Each relay position contains a red LED, which illuminates when the coil is energized. This provides a time saving device when checking an installed system—no metering is required MR-101/C/R • Single, dual or triple relay modules may be "snapped apart" from standard 4-position master • DC control inputs are polarized • For continuous duty use at 24VAC, 24VDC or 120VAC (NOTE: Not intended for continuous duty use @ 230VAC) Available in dust resistant enclosures with LED viewing port(s) MR-104/C/R "C"versions mounted in enclosures • "C/R" versions with red covers for NYC and other uses I' "T"versions come complete with track mounting II hardware which facilitates installation in standard cabinets • UL recognized relays rated at 10,000,000 MR-204/T mechanical operations • UL listed as Control Unit Accessory Description Electrical Specifications The MR Series Multivoltage Control Relays offer SPDT or DPDT 10 Amp resistive contacts which may MR-100 24(18 35)VDC,24(18 35)VAC,12oVAC,230VAC� be operated by one of four input control voltages.A single relay may be energized from a voltage source MR-200 24(18-35)VDC,24VAC, 120VAC,230VAC of 24VDC, 24VAC, 120VAC or 230VAC by wiring to (Pull In Voltage:75%of nominal max.@ 25°C; Drop appropriate input terminals. Out Voltage:25%of nominal min. @ 25°C) position contains a red LED which 6 -58°F to 185°F(-50°C to WIG)@ Each relay P Tetmtt4ra&t"t'e 85%RH, NON-Condensing indicates the relay coil is energized. Relays may be #14 to#22 AWG terminals "snapped apart"from a standard 4 module assembly "` g d mo .. and used independently. °Current Per Module Position:MR-100 Series Requ t = 18mA/ MR-200 Series=40mA These Devices are Ideal for applications where `` " ' 7A @ 28VDC/10A(NO:1/6HP, 144 local contacts are required for stem status, q Y NC:1/8HP)@ 120VAC!7A @ remote contacts for control of electrical loads and - 230VAC general purpose switching. The are suitable for Dry Form"C" use with HVAC, Temperature Control, Fire Alarm, Security, Energy Management and Lighting Control � Systems. ti RECOGNIZED COMPONENT c �L us MEA approved CATALOG NUMBER 5308 NOT TO BE USED FOR INSTALLATION PURPOSES. Mircom reserves the right to make changes at any time without notice in prices,colours,materials,components,equipment,specifications and models and also to discontinue models. SpecificationsEri"POSI-01310 affider m "Co�t6 Mou0.---Hw=LHUL1.0.NixflD), Ala a MR-101/T 1 SPDT 3.25"(82.6mm)x 2.125" (54mm)x 1.5"(38.1mm) MR-101/C 1 SPDT 5.125"(130.2mm)x 3.125,, GreyABS-94VO Plastic MR-101/C/R 1 SPDT (79.4mm)x 2.5"(63.5 mm) Red ABS-94VO Plastic MR-104/C 4 SPDT 5.125"(130mm)x 9.50" Plated 18GA CRS (241 mm)x 2.50"(63mm) MR-2011T 1 DPDT 3.25"(82.6mm)x 2.125" (54mm)x 1.5"(38.1mm) MR-201/C 1 DPDT 5.125"(130.2mm)x 3.125- GreyABS-94VO Plastic MR-201/C/R 1 DPDT (79.4mm)x 2.5"(63.5 mm) Red ABS-94VO Plastic MR-204/T 4 DPDT 3.25"(82mm)x 8.5" (215mm)x 1.50"(38mm) MR-204/C 4 DPDT 5.125"(130mm)x 9.50" Plated 18GA CRS MR-204/C/R 4 DPDT (241 mm)x 2.50"(63mm) Red 18GA CRS Wiring Diagrams SPDT CONTACTS DPDT CONTACTS 7A @ 28VDC,10A(NO:1/6HP,NC:1/8HP) 7A @ 28VDC,10A(NO:1/6HP,NC:1/8HP) @ 120VAC,7A @ 230VAC @ 120VAC,7A @ 230VAC 10 NC C NO 01 1O NC C NO NC C N0.1 1 0 0 01 MR-101 1 000000 1 MR-201 RELAY 1 1 RELAY 1 1 ENERGIZED y 1 ❑ 1 ENERGIZED y l m 1 LED 1 1 LED 1 1 1 1 1 1 1 0 1 1 0 1 1 � 1 INPUT 1� 0 0 m l INPUT 10 0 -1 �11 23 1 CONTROL 1� CONTROL VOLTAGES I I I VOLTAGES 24(18-35)VDC@18mA--► (—) (+) 24(18-35)VDC@40mA--* 24(18-35)VAC @18mA--►AC.A.C. 24(1835)VAC@40mA T.A.C. 120VAC@18mA —► N H 120VAC@40mA —► N H 230VAC@18mA —► L2 L1 230VAC@40mA —► L2 L1 Ordering Information .. . MR-101/T Single SPDT Relay with LED,Track Mounted MR-101/C Single SPDT Relay with LED, Enclosure Mounted(Grey) MR-101/C/R Single SPDT Relay with LED, Enclosure Mounted(Red) MR-104/C Four SPDT Relay with LED, Enclosure Mounted(Grey) MR-201/T Single DPDT Relay with LED,Track Mounted MR-201/C Single DPDT Relay with LED, Enclosure Mounted(Grey) MR-201/C/R Single DPDT Relay with LED, Enclosure Mounted(Red) MR-204/T 4-Position DPDT Relay with LED,Track Mounted MR-204/C 4-Position DPDT Relay with LED, Enclosure Mounted(Grey) MR-204/C/R 4-Position DPDT Relay with LED, Enclosure Mounted(Red) NOT TO BE USED FOR INSTALLATION PURPOSES. Distributed by: Alki.. Mirc®m Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 Telephone:(905)660-4655 Toll Free:(888)660-4655 Fax:(905)660-4113 Fax Toll Free:(888)660-4113 Web page: http://www.mircom.com Email: mail@mircom.com CAT.5308 ISO 9001:2008 /'=�` Rev.3 REGISTERED .� SYSTEM SENSORU SSM/SSV Series Alarm Bells System Sensor' SSM and SSVseries alarm bells are low current,high decibel notification appliances for use in fire and burglary systems or other signaling applications. Features Reliable Performance.The SSM and SSV series provide loud •Approved for indoor and outdoor use resonant tones.The SSM series operates on 24VDC and are motor driven,while the SSV series operates on 120VAC utilizing a vibrating Low current draw mechanism. •High d6 output Available in six-inch,eight-inch,and ten-inch sizes Simplified Installation.For indoor use,the SSM and SSV series mount to a standard four-inch square electrical box.For outdoor •AC and DC models applications,weatherproof back box,model number WBB,is used. •DC models polarized for use with supervision circuitry •Mount directly to standard four-inch square electrical box indoors The SSM and SSV series come pre-wired,to reduce installation time. The SSM series incorporates a polarized electrical design for use with -SSM and SSV series come pre-wired supervision circuitry. Agency Listings & O UDC °�'` MEA FM LISTED APPROVED v approved 54011 C5549 3005255 7135-1653.0217 331-01-E SSM/SSV Specifications . Arch itectural/En gin eering Specifications Model shall be a SSM or SSV Series alarm bell.Bells shall have underdome strikers and operating mechanisms.Gongs on said bells shall be no smaller than nominal 678710"(specify size)with an operating voltage of 24VDC or 120VAC(specify by part number).Bells shall be suitable for surface or semi-flush mounting.Outdoor surface mounted installations shall be weatherproof(using optional WBB weatherproof electrical box).Otherwise bells shall mount to a standard 4"square electrical box having a maximum projection of 2'/z".Bells shall be located as shown on the drawings or as determined by the Authority Having Jurisdiction.Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal,and approved by Factory Mutual and MEA. Physical/Operating Operating Temperature Range —31°F to 140°F Operating Voltage SSM series:24 VDC SSV series:120 VAC Termination Provided with 2 sets of leads for in/out wiring Service Use Fire Alarm,General Signaling,Burglar Alarm Warranty 3 years Electrical Specifications Model Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output(dBA) (inches) Limit SSM24-6 6 Regulated 24VDC 16 to 33VDC DC-31.1 mA/FWR-53.5mA 82 SSM24-8 '8 Regulated 24VDC 16 to 33VDC DC-31.1 mA/FWR-53.5mA 80 SSM24-10 10 Regulated 24VDC 16 to 33VDC DC-31.1 mA/FWR-53.5mA 81 SSV120-6 6 Regulated 120VAC 96 to 132VAC 53mA 85 SSV120-8 8 Regulated 120VAC 96 to 132VAC 53mA 82 SSVI20-10 10 Regulated 120VAC 96to 132VAC 53mA 82 *Sound output measured at Underwriter Laboratories,as specified in UL464 Ordering Information SSM24-6 SSM24-6A Bell,5,24VDC,Polarized,82dBA SSM24-8 SSM24-8A Bell,8,24VDC,Polarized,80dBA SSM24-10 SSM24-10A Bell,10,24VDC,Polarized,81 dBA SSV120-6 SSW 20-6A Bell,5,120VAC,85clBA SSV120-8 SSV120-8A Bell,8,120VAC,82dBA SSV120-10 55V120-10A Bell,10",120VAC,82cIBA WBB Weatherproof back box for SSM and SSV series,when installed outdoors S'YSTE/y� 02011 System Sensor. �Y SE✓NSOR� 3825 Ohio Avenue•St.Charles,IL 60174 koductspxiroduonssuhject[o change ding thou[noti ion ofthis data shmL Phone:800-SENSOR2•Fax:630-377-6495 current product in(wmatan,including ing the latest 1.928rersion of this data sheet A05-0260-010.Ofl711•A2870 SYSTEM SENSOR Outdoor Selectable- Output Strobes and Horn Strobes for Ceiling Applications .. SpectrAlert®Advance outdoor audible visible products SPECTRAlert are rich with features that cut installation times and a Ilo v a ItU c E maximize profits. Features SpectrAlert Advance offers the broadest line of outdoor horns, • Weatherproof NEMA 4X,IP56 rated strobes,and horn strobes in the industry.With white or red plastic housings,wall or ceiling mounting options,and plain or FIRE-printed • Listed to UL 1638(strobe)and UL 464.(horn) devices,SpectrAlert Advance can meet virtually any application • Compatible with System Sensor synchronization protocol and requirement,including indoor,outdoor,wet,and dry applications in legacy SpectrAlert products temperatures from-40oF to 151°F. • Field-selectable candela settings: 15, 15/75,30,75,95, 110, 115, 135,150,177,and 185 Like the entire SpectrAlert Advance line,outdoor strobes and horn strobes for ceiling applications include a variety of features that • Automatic selection of 12-or 24-volt operation at 15 and increase application flexibility and simplify installation.First,field- 15/75 candela selectable settings,including candela,automatic selection of 12-or • Rotary switch for horn tone and three volume selections 24-volt operation,horn tones,and three volume options enable • Horn rated at 88+dBA at 16 volts installers to easily adapt devices to meet requirements. • Rated from-40°F to 151'F Next,SpectrAlert Advance devices use a universal mounting plate • Universal mounting plate with an onboard shorting spring that for both wall and ceiling applications.This mounting plate includes tests wiring continuity before devices are installed an onboard shorting spring that ensures wiring continuity before • Plug-in design with minimal intrusion into the back box devices are installed,so installers can verify proper wiring without mounting the devices and exposing them to potential construction • Tamper-resistant construction damage.Once the plates are mounted,all SpectrAlert Advance • Listed for ceiling or wall mounting devices utilize a plug-in design with a single captured screw to speed installation and virtually eliminate costly ground faults. Outdoor devices ship with weatherproof plastic back boxes(metal back boxes are available separately)that accommodate in-and- Agency Listings out wiring for daisy chaining devices.Plastic back boxes feature removable side flanges and improved resistance to saltwater SIGNALING corrosion.Plastic and metal weatherproof back boxes come with °0 3/4-inch top and bottom conduit entries and 3/4-inch knock-outs at the & V back.Three screw-in NPT plugs with O-ring gaskets for a watertight LISTED Fnn MEA 7125-1653:10B(hornstrobes.653:187(outdoor seal is included with each back box. S4011(chimes,horn strobes,horns) APPROVED approved chime strobes) 53593(outdoor and alert strobes) 3023572 MEA452-05-E 7135-1653:189(horns,chimes) SpectrAlert Advance Outdoor Strobe,and Horn Strobe Specifications Architect/Engineer Specifications General SpectrAlert Advance outdoor horns,strobes,and horn strobes shall mount.to a weatherproof back box.A universal mounting plate shall be used for mounting ceiling and wall products.-,The notification appliance circuit wiring shall terminate at the universal mounting plate. Also,SpectrAlert Advance products,when used with the Sync•Circuif'Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification`appliance circuit outputs shall operate between 16.5 and 33 volts.Outdoor SpectrAlert Advance products shall operate between—40 and 151 degrees Fahrenheit from a regulated'DC or full- wave rectified unfiltered power supply.Strobes and-horn strobes shall have field-selectable candela settings including 15,15/75,30,75,95, 110,115,135, 150,177,and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1638 and shall be approved for fire protective service. The strobe shall be wired as.a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL.The strobe shall be suitable for use in wet environments. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1638 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist.of a xenon flash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options shall be set by a multiple position switch.On four- wire products,the strobe shall be powered independently of the sounder.The horn strobe on a 2-wire model shall work on a non-coded power supply. The horn on 4-wire horn strobe models shall operate on a coded or non-coded power supply.The horn strobe must be installed with its weatherproof back box in order to remain outdoor listed per UL. The horn strobe shall be suitable for use in wet environments. Physical/Electrical Specifications Operating Temperature —40°F to 151°F(-40°C to 66°C) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR1 Operating Voltage Range 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range with MDL3 Sync Module 8.5 to 17.5V(12 V nominal)or 16.5 to 33V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWO Ceiling-Mount Dimensions(including lens) 6.8"diameter x 2.5-high(173 mm diameter x 64 mm high) Strobe/Horn Strobe Dimensions 5.6"L x 4.7"W x 1.3"D(142 mm L x 119 mm W x 33 mm D) Strobe/Horn Strobe Dimensions with Back Box 5.6-L x 4.7"W z 1.3"D(142 mm L x 119 mm W x 33 mm D) Ceiling-Mount Weatherproof Back Box Dimensions 7.1-diameter x 2.0"high(180 mm diameter x 51 mm high) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.Products will operate at 12 V nominal only for 15 and 15/75 cd. AVDS11401 UL Current Draw Data UL Max.Strobe Current Draw(mA RMS) UL Max.Horn Current Draw for 4-,Wire Horn Strobes(mA RMS) 8-17.5 Volts 16-33 Volts 8-1 U Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15 123 128 66 71 Temporal High 57 55 69 75 Candela- 15/75 142 148 77 81 Temporal Medium 44 49 58 69 Range 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-Temporal High 57 56 69 75 95 NA NA 181 176 Non-Temporal Medium 42 50 60 69 110 NA NA 202 195 Non-Temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela 150 NA NA 246 220 Coded Low 40 46 52 50 Range 177 NA NA 281 251 185 NA NA 286 258 UL Max.Current Draw(mA RMS),2-Wire Horn Strobe,Standard Candela Range(15-115 cd) 8-17.5 Volts 16-33 Volts DC Input 15 15/75 15 15/75 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221, 229 Non-Temporal Medium 133 145 75 85 102 163 187 207 216 Non-Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-Temporal High 142 161 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 110 166 189 208 216 Non-Temporal Low 132 154 80 90 105 161 184 202 211UL Max.Current Draw(mA RMS),2-Wire Horn Strobe,High Candela Range(135-185 cd) 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245. 259 .290 297 Temporal High 215 231 258 265 " Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non-Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non-Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non-Temporal Low 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures,listed Horn Strobe Output candela ratings must be reduced in accordance with 8-17.5 16ti33 24-Volt Nominal this table. Switch Sound Volts Volts Reverberant Anechoic Strobe • Position Pattern dB DC FWR DC FWR DC FWR DC FWR Listed Candela Candela rating at-40°F 1 Temporal High 78 78 84 84 88 88 99 98 15 2 Temporal Medium 74 74 80 80 86 86 96 96 15/75 Do not use below 321F 3 Temporal Low 71 73 76 76 83 80 94 89 30 4 Non- High 75 44 Temporal 82 82 88 88 93 92 100 100 95 70 5 Non- Medium 78 78 85 85 90 90 98 98 110 110 Temporal 115 115 6 Non- Low 75 75 81 81 88 84 96 92 135 135 Temporal 150 150 7t Coded High 82 82 88 88 93 92 101 101 177 177 8t Coded Medium 78 78 85 85 90 90 97 98 185 1185 9t Coded Low 75 75 81 81 88 85 96 92 tSettings 7,8,and 9 are not available on 2-wire horn strobe. Avos11401 SpectrAlert Advance Diagrams 6.8" Di a. 2.5" AV O o Ceiling-Mount Horn Strobes Ceiling Plastic Weatherproof Back Box 0 o ill Ceiling-Mount Horn Strobe with Plastic Weatherproof Back Box SpectrAlert Advance Ordering Information Model Ceiling Horn Strobes PC2RK 2-Wire Horn Strobe,Standard cd,Red,Outdoor(includes plastic weatherproof back box) PC2RHK 2-Wire Horn Strobe,High cd,Red,Outdoor(includes plastic weatherproof back box) PC2WK 2-Wire,Horn Strobe,Standard cd,White,Outdoor(includes plastic weatherproof back box) PC2WHK 2-Wire,Horn Strobe,High cd,White,Outdoor(includes plastic weatherproof back box) Ceiling Strobes SCRK Strobe,Standard cd,Red,Outdoor(includes plastic weatherproof back box) SCWHK Strobe,High cd,Red,Outdoor(includes plastic weatherproof back box) SCWK Strobe,Standard cd,White,Outdoor(includes plastic weatherproof back box) SCWHK Strobe,High cd,White,Outdoor(includes plastic weatherproof back box) Accessories SA-WBBC Red,Metal Weatherproof Back Box SA-WBBCW White,Metal Weatherproof Back Box MP120K Notes: "Standard cd"refers to strobes that include 15,15f75,30,75,95,110,and 115 candela settings."High cd"refers to strobes that include 135,150,177,and 185 candela settings.When replacing outdoor units,both the device and back box must be replaced. SYSTEM 02015 System Sensor. 3825 Ohio Avenue•St.Charles,IL 60174 'Product specifications subject tochange vnthout notice.Visit systemsensor.com SENSORn Phone:800-SENSOR2•Fax:630-377-6495 orcunenlproducllnfonnaGAVDS11402-02115 latest version of his data sheet. nwsttaoz•02(15 SYSTEM SENSOR - j L-Series and L-Series with LED Indoor Selectable f £! , Horns, Strobes and Horn Strobes System Sensor L-Series and L-Series with LED audible visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower current draw and modern aesthetics. Features The System Sensor L-Series and L-Series with LED • LED technology provides lower current draw platform offers the most versatile and easy-to-use line of horns, • Digital Voltage Meter(DVM)diagnostic test points for Horn strobes,and horn strobes in the industry with lower current draw and Strobes and Strobes modern aesthetics.LED lighting technology offers significantly lower • Common aesthetics across the L-Series platform current draw compared to older Xenon bulbs across a full candela • Standard and compact sizes range.This improves design flexibility for notification appliance • Tamper-resistant construction circuits(NACs)while also reducing power supply requirements • Field-selectable candela settings on wall units: 15,30,75,95, allowing for simpler and lower cost installations. 110, 135,and 185 Flexible design options meet virtually any application requirement: • Field-selectable candela settings on ceiling units:15,30,75,95, wall or ceiling mount,standard or compact sizes,red or white color 115, 150,and 177 choices,bezel kits for alternate markings and languages,and LED • Rotary switches for candela,tone and volume selections color lenses for distinctive visual signaling.In addition,installers can • Mounting plate provides plug-in design for easier installation and easily adapt devices using field selectable candela,tone and volume shorting springs to check wiring continuity settings using rotary switches. • Electrically compatible with legacy SpectrAlert,SpectrAlert Advance and L-series devices - The L-Series and L-Series with LED line is developed to simplify • Synchronization through use of UL approved power supplies that installation.All devices feature plug-in designs with minimal intrusion support System Sensor Sync protocol or System Sensor MDL3 into the back box,making installations fast and foolproof while Sync Module virtually eliminating costly and time-consuming ground faults.The • Horns,Strobes and Horn Strobes listed for wall or ceiling use universal mounting plate includes an onboard shorting spring,so installers can test wiring continuity before the device is installed. In addition,the System Sensor L-Series with LED notification Agency Listings appliances offer a new diagnostic test point feature that allows you to measure device voltage with a digital voltage meter(DVM)without SMKMM sicxauxc removing the appliance from the wall or ceiling.The DVM test points BLDUS U` ULC FM ` are discreetly located on the face of the notification appliance which LISTED LISTED APPROVE° enable faster troubleshooting and end of line(EOL)voltage checks LIMHorn Strobes Horns: Horns: 3057072 7300-1653:0525 while greatly reducing the risk of misplacing or damaging appliances and Strobes: 54011 54011 FM23FPUS0195 7135-1653.0503 55512,54011 7135-1653.0526 during troubleshooting. AVDS916-01-10/03/2023-Page 1 L-Series and L-Series with LED Specifications PhysicaUElectrical Specifications Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage,LED Strobes and Horn Strobes Regulated 24 VDC Nominal Voltage,Horns Regulated 12 VDC or regulated 24 DC/FWR Operating Voltage Range,LED Strobes and Horn Strobes 16 to 33 V(24 V nominal) Operating Voltage Range,Horns 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG UL/ULC Current Draw Data, Horn Tones,and Sound Output Data UUULC Maxmimum Strobe Current Draw(mA) UUULC Maxmimum Horn Current'Draw(mA RMS) Candela 16-33 Volts 8-17.5 Volts 16-33 Volts Rating Wall Ceiling Sound Pattern dB DC DC FWR Candela 15 18 18 Temporal High 39 44 54 Range 30 22 22 Temporal Low 28 32 54 75 70 70 Non-Temporal High 43 47 54 95 75 75 Non-Temporal Low 29 32 54 110 85 — 3.1 KHz Temporal High 39 41 54 115 — 90 3.1 KHz Temporal Low 29 32 54 135 105 — 3.1 KHz Non-Temporal High 42 43 54 150 — 110 3.1 KHz Non-Temporal Low 28 29 54 177 — 115 Coded High 43 47 54 185 120 — 3.1 KHz Coded High 42 43 54 UL/ULC Maximum Horn Strobe Current Draw(mA)and Sound • .: Current Draw(mA RMS),Horn Strobe, Sound Candela Range(15-185 cd) Output (dBA) 16-33 Volts 16-33V Switch Volume 15cd 30cd 75cd 95cd 110cd 115cd 135cd 150cd 177cd 185cd DC Pos. Sound Pattern Setting WALL CEILING WALL CEILING CEILING WALL 1 Temporal High 35 38 87 92 94 120 189 189 190 190 87 2 Temporal Low 35 38 87 92 94 120 135 135 145 145 79 3 Non-Temporal High 50 52 87 92 94 120 127 127 135 135 87 4 Non-Temporal Low 35 38 87 92 94 120 125 125 130 130 79 5 3.1 KHz Temporal 3 High 35 38 87 89 91 115 155 155 165 165 86 6 3.1 KHz Temporal 3 Low 35 38 87 89 91 115 128 130 135 135 80 7 3.1 KHz Non-Temporal High 40 42 87 89 91 115 125 125 135 135 86 8 3.1 KHz Non-Temporal Low 35 38 87 89 91 115 120 120 130 130 80 AVD3916-01•10/03/2023•Page 2 - L-Series with LED Dimensions:Wall-Mounted Equipment 2B7' 3A6' 3A6" (53mm) as mm 1.25' 3.57' 1.55" BB mm 1.25' 32 mm (9.1 cm) (3.9 cm) (31,8 mm) / o 0 up o 90000 040 000' o ono ao 538' 5.2r o o ST2' 000°ocooQaoa (13.7 cm) O 133.9 mm 133.9 mm Io1o1o11111 I 1,111111111, � .1.1 1111111111111 A0617-00 A0547-OD A0557-00 Compact Strobe,Horn Strobe Compact Horn Compact Surface Mount Back Box for Wall for Walls(SBBGRL,SBBGWL) 4.r .07' 4.7' 1.25° 119 mm .24 119 mm 125' �32 mm 1.85' (319 mm '(1224 cm) (41.8, 4 OL ® O a i o00010000 0'� O 5.61• S.67" 1 1 5.78° 1b mm 144 mm Il�i�i�ii1 (14.68 em) 111111 i 111 111IIIj 11111111111 •1• -- 1�1�1�1�1�1 O O A0613-00 A0549-00 A0554-01 Strobes,Horn Strobes Horn Surface Mount Back Box for Walls for Walls(SBBRL/SBBWL) L-Series with LED Dimensions: Ceiling-Mounted Equipment 2.07" 172'diam. 2.5" (52.6 mm) (175.77 mm) (64 mm) 6.83"diam. 1.25" (173.5 mm) O o CD o O i i ® r I o o CD ®o "Dam A0608-00 A054600 Strobes and Horn Strobes Surface Mount Back Box for Ceilings for Ceilings(SBBGRL,SBCWL) AVDS916-01•1 010 3/2 0 2 3•Page 3 L-Series with LED: Ordering Information Model Description Model Description, L-Series with LED Horn Strobes LED Lenses P2RLED 2-Wire,Horn Strobe,Wall,Red LENS-A3 Lens LED Amber Wall/Ceiling P2RLED-B 2-Wire,Horn Strobe,Wall,Red,Bilingual LENS-B3 Lens LED Blue Wall/Ceiling P2WLED 2-Wire,Horn Strobe,Wall,White LENS-G3 Lens LED Green Wall/Ceiling P2WLED-B 2-Wire,Horn Strobe,Wall,White,Bilingual LENS-R3 Lens LED Red Wall/Ceiling P2GRLED 2-Wire,Compact Horn Strobe,Wall,Red Accessories P2GRLED-B 2-Wire,Compact Horn Strobe,Wall,Red,Bilingual TR-2 Universal Wall Trim Ring Red P2GWLED 2-Wire,Compact Horn Strobe,Wall,White TR-2W Universal Wall Trim Ring White P2GWLED-B 2-Wire,Compact Horn Strobe,Wall,White, SBBWL Wall Surface Mount Back Box,Red Bilingual SBBWL Wall Surface Mount Back Box,White P2RLED-P 2-Wire,Horn Strobe,Wall,Red,Plain SBBGRL Compact Wall Surface Mount Back Box,Red P2WLED-P 2-Wire,Horn Strobe,Wall,White,Plain SBBGWL Compact Wall Surface Mount Back Box,White P2RLED-SP 2-Wire,Horn Strobe,Wall,Red,FUEGO TRC-2 Universal Ceiling Trim Ring,Red P2WLED-SP 2-Wire,Horn Strobe,Wall,White,FUEGO TRC-2W Universal Ceiling Trim Ring,White PC2RLED 2-Wire,Horn Strobe,Ceiling,Red SBBCRL Ceiling Surface Mount Back Box,Red PC2RLED-B 2-Wire,Horn Strobe,Ceiling,Red,Bilingual SBBCWL Ceiling Surface Mount Back Box,White PC2WLED 2-Wire,Horn Strobe,Ceiling,White Bezelst PC2WLED-B 2-Wire,Horn Strobe,Ceiling,White,Bilingual BZR Wall Red Bezel Kit L-Series with LED Strobes BZW Wall White Bezel Kit SRLED Strobe,Wall,Red BZGR Compact Wall Red Bezel Kit SRLED-B Strobe,Wall,Red,Bilingual BZGW Compact Wall White Bezel Kit SWLED Strobe,Wall,White BZRC Horn Strobe Ceiling Red Bezel Kit SWLED-B Strobe,Wall,White,Bilingual BZWC Horn Strobe Ceiling White Bezel Kit SGRLED Strobe,Compact,Wall,Red SGRLED-B Strobe,Compact,Wall,Red,Bilingual Notes for L-Series With LED Horn Strobes and Strobes: SGWLED Strobe,Compact,Wall,White All-P models have a plain housing(no"FIRE"marking on cover). All-SP models have"FUEGO"marking on cover. SGWLED-B Strobe,Compact,Wall,White,Bilingual All-ALERT models have"ALERT'marking on cover. SRLED-P Strobe,Wall,Red,Plain All-B models have"FIRE/FEU"marking on cover for use in Canadian SWLED-P Strobe,Wall,White,Plain applications. SRLED-SP Strobe,Wall,Red,FUEGO Amber lenses are not for use in Canadian applications SWLED-CLR- Strobe,Wall,White,ALERT Notes for L-Series Horns: ALERT 'Horn-only models are listed for wall or ceiling use. SWLED-ALERT Strobe,Wall,White,ALERT,Amber Lens SGRLED Strobe,Ceiling,Red Notes for Bezels: SGRLED-B Strobe,Ceiling,Red,Bilingual tEach bezel pack ships in a package of 5. Add one of the following extensions for print/language options:-F(FIRE),-AL SGRLED-P Strobe,Ceiling,White,Plain (ALERT),-EV(EVAC),-AG(AGENT),-P(Plain),-FR(FEU),-PG(FOGO),=SP SCWLED Strobe,Ceiling,White (FUEGO),-SPE(FUEGO/FIRE). SCWLED-B Strobe,Ceiling,White,Bilingual SCWLED-P Strobe,Ceiling,White,Plain SCWLED-CLR- Strobe,Ceiling,White,ALERT ALERT L-Series Horns HRL* Horn,Red HRLA* Horn,Red,Plain,ULC HWL* Horn,White HWLA* Horn,White,Plain,ULC HGRL* Compact Horn,Red HGRLA* Compact Horn,Red,Plain,ULC HGWL* Compact Horn,White HGWLA* Compact Horn,White,Plain,ULC 3825 Ohio Avenue•St.Charles, IL 60174 USA System Senscre is a registered trademark Phone:800-SENSOR2•Fax:630-377-6495 of Honeywell International,Inc. p/� www.systemsensor.com �� �/S'1'E/Y/ 3333 Unity Drive,Mississauga,ON L5L 3S6 Canada 02023 System Sens- Phone:800-SENSOR2•Fax:905-812-0771 Product specilications subject to change without notice.Visit systemsensoccom SENSOR for current product information,Including the latest version of this data sheet www.systemsensor.ca AVos91e-01.1010312023 SYSTEM .-�- SENSOR` SF a,YA Outdoor Selectable- Output Horns, ` _ Strobes, and } ' SI Horn Strobes for Wall Applications SPECTRANert SpectrkertO Advance outdoor audible visible products u v AL N c E are rich with features that cut installation times and maximize profits. Features SpectrAlert Advance offers the broadest line of outdoor horns, • Weatherproof per NEMA 4X,IP56 strobes,and horn strobes in the industry.With white or red plastic housings,wall or ceiling mounting options,and plain or FIRE-printed • Listed to UL 1638(strobe)and UL 464(horn) devices,SpectrAlert Advance can meet virtually any application • Compatible with System Sensor synchronization protocol and requirement,including indoor,outdoor,wet,and dry applications in legacy SpectrAlert products temperatures from—40°F to 151°F. • Field-selectable candela settings: 15, 15/75,30,75,95, 110, 115, 135, 150, 177,and 185 Like the entire SpectrAlert Advance line,outdoor horns,strobes, • Automatic selection of 12-or 24-volt operation at 15 and and horn strobes for wall applications include a variety of features 15/75 candela that increase application flexibility and simplify installation.First, • Rotary switch for horn tone and three volume selections field-selectable settings,including candela,automatic selection of 12-or 24-volt operation,horn tones,and three volume options enable • Horn rated at 88+dBA at 16 volts installers to easily adapt devices to meet requirements. • Rated from—40'F to 151'F • Universal mounting plate with an onboard shorting spring that Next,SpectrAlert Advance devices use a universal mounting plate tests wiring continuity before devices are installed for both wall and ceiling applications.This mounting plate includes • Plug-in design with minimal intrusion into the back box an onboard shorting spring that ensures wiring continuity before Tamper-resistant construction devices are installed,so installers can verify proper wiring without • mounting the devices and exposing them to potential construction • Listed for ceiling or wall mounting damage.Once the plates are mounted,all SpectrAlert Advance devices utilize a plug-in design with a single captured screw to speed installation and virtually eliminate costly ground faults. Outdoor devices ship with weatherproof plastic back boxes(metal back boxes are available separately)that accommodate in-and- Agency Listings out wiring for daisy chaining devices.Plastic back boxes feature removable side flanges and improved resistance to saltwater corrosion.Knock-outs located on the back eliminate the need to drill SIGNALING 0holes for screw-in mounting.Plastic and metal weatherproof back U` boxes come with 3/4-inch top and bottom conduit entries and 3/4-inch FM MEA 7300-1653:187(outdoor strobes) knock-outs at the back.A screw-in NPT plug with an O-ring gasket LISTED roved 7125-1653:188(horn strobes, approved 34011(chimes,horn strobes,horns) APPROVED chime strobes) for a watertight seal is included with each back box. S3593(outdoor and alert strobes) 3023572 MEA452-05-E 7135-1653:189(horns,chimes) AVDS115-02•12/3/2019•Page 1 SpectrAlert Advance Outdoor Horn,Strobe,and Horn StrobeSpecifications Architect/Engineer Specifications General SpectrAlert Advance outdoor horns,strobes,and horn strobes shall mount to a weatherproof back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate. Also,SpectrAlert Advance products,when used with the Sync•CircuitTm Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync-Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Outdoor SpectrAlert Advance products shall operate between—40 and 151 degrees Fahrenheit from a regulated DC or full- wave rectified unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings including 15,15/75,30,75,95, 110,115,135,150,177,and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL.The strobe shall be suitable for use in wet environments. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options shall be set by a multiple position switch. On four-wire products,the strobe shall be powered independently of the sounder.The horn or horn strobe models shall operate on a coded or non-coded power supply.The horn strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL. The horn strobe shall be suitable for use in wet environments. Physical/Electrical Specifications Operating Temperature —40°F to 151°F(-40°C to 66°C) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR1 Operating Voltage Range2 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage with MLD3 Sync Module 8.5 to 17.5 V(12 V nominal)or 16.5 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5.6"L x 4.7"W x 2.5-D(142 mm L x 119 mm W x 64 mm D) Horn Dimensions 5.6"L x 4.7"W x 1.3"D(142 mm L x 119 mm W x 33 mm D) Wall-Mount Weatherproof Back Box Dimensions(SA-WBB) 5.7"L x 5.1"W x 2.0"D(145 mm L x 130 mm W x 51 mm D) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.2.P.S,PC,and SC products will operate at 12 V nominal only for 15 and 15/75 cd. AVDS115-02-12/3/2M-Page 2 UL Current Draw Data UL Max.Strobe Current Draw(mA RMS) UL Max Horn Current Draw(mA RMS) 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15 123 128 66 71 Temporal High 57 55 69 75 Candela 15/75 142 148 77 81 Temporal Medium 44 49 58 69 Range 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-Temporal High 57 56 69 75 95 NA NA 181 176 Non-Temporal Medium 42 50 60 69 110 NA NA 202 195 Non-Temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela 150 NA NA 246 220 Coded Low 40 46 52 50 Range 177 NA NA 281' 251 185 NA NA 286 258 UL Max.Current Draw(mA RMS),2-Wire Horn Strobe,Standard Candela Range(15-115 cd) 8-17.5 Volts 16-33 Volts DC Input 15 15r75 15 15l75 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221 229 Non-Temporal Medium 133 145 75 85 102 163 187 207 216 Non-Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-Temporal High 142 161 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 110 166 189 208 216 Non-Temporal Low 132 154 80 90 105 161 184 202 211 UL Max.Current Draw(mA RMS),2-Wire Horn Strobe�High Candela Range(135-185 cd) 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non-Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non-Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non-Temporal Low 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures,listed Horn and Horn StrobeOutput candela ratings must be reduced in accordance with 8-17.5 16-33 24-Volt Nominal this table. Switch Sound Volts Volts Reverberant Anechoic OutputStrobe Position Pattern dB DC FWR DC FWR DC FWR DC FWR Listed Candela Candela rating at-40°F 1 Temporal High 78 78 84 84 88 88 99 98 15 2 Temporal Medium 74 74 80 80 86 86 96 96 15/75 Do not use below 321F 3 Temporal Low 71 73 76 76 83 80 94 89 30 4 Non- High 75 44 Temporal 82 82 88 88 93 92 100 100 95 70 5 Non- Medium 110 110 Temporal 78 78 85 85 90 90 98 98 115 115 6 Non- Low 75 75 81 81 88 84 96 92 135 135 Temporal 150 150 7t Coded High 82 82 88 88 93 92 101 101 177 177 8t Coded Medium 78 78 85 85 90 90 97 98 185 1185 9t Coded Low 75 75 81 81 88 85 96 92 tSettings 7,8,and 9 are not available on 2-wire horn strobe. SpectrAlert Advance Diagrams 119mm 64mm �4.7" 2.5" 4 ® p m 142mm 5.6- o O 0 a� Wall-Mount Horn Strobes Wall Plastic Weatherproof Back Box Wall-Mount Horn Strobe with Plastic SpectrAlert Advance Ordering Information Weatherproof Back Box Model Description White Wall Horn Strobes P2RK P2WK 2-Wire Horn Strobe,Standard cd,Outdoor(includes plastic weatherproof back box) P2RK-P P2WK-P 2-Wire Horn Strobe,Standard cd,Outdoor,Plain(includes plastic weatherproof back box) P2RK-R P2WK-R 2-Wire Horn Strobe,Standard cd,Outdoor(does not include plastic weatherproof back box) P2RHK P2WHK 2-Wire Horn Strobe,High cd,Outdoor(includes plastic weatherproof back box) P2RHK-P P2WHK-P 2-Wire Horn Strobe,High cd,Outdoor,Plain(includes plastic weatherproof back box) P2RHK-R P2WHK-R 2-Wire Horn Strobe,High cd,Outdoor(does not include plastic weatherproof back box) P4RK P4WK 4-Wire Horn Strobe,Standard cd,Outdoor(includes plastic weatherproof back box) P4RK-R — 4-Wire Horn Strobe,Standard cd,Outdoor(does not include plastic weatherproof back box) P2RHK-120 — 2-Wire Horn Strobe,High cd,Outdoor,120 V(includes plastic weatherproof back box) Wall Strobes SRK SWK Strobe,Standard cd,Outdoor(includes plastic weatherproof back box) SRK-P SWK-P Strobe,Standard cd,Outdoor,Plain(includes plastic weatherproof back box) SRK-R SWK-R Strobe,Standard cd,Outdoor(does not include plastic weatherproof back box) SRHK SWHK Strobe,High cd,Outdoor(includes plastic weatherproof back box) SRHK-P SWHK-P Strobe,High cd,Outdoor,Plain(includes plastic weatherproof back box) SRHK-R SWHK-R Strobe,High cd,Outdoor(does not include plastic weatherproof back box) Horns HRK — Horn,Red,Outdoor(includes plastic weatherproof back box) HRK-R — Horn,Red,Outdoor(does not include plastic weatherproof back box) Accessories SA-WBB SA-WBBW Metal Weatherproof Back Box WTP WTPW Metal Weatherproof Outdoor Flush-mounting Plate Notes: All-P models have a plain housing(no"FIRE"marking on cover). All-R models require metal weatherproof outdoor flush mounting plate or a metal weatherproof outdoor back box(order separately)."Standard cd"refers to strobes that include 15,15175,30,75,95,110,and 115 candela settings."High cd"refers to strobes that include 135,150,177,and 11885lcandela settings.When replacing standard outdoor units both the device and back box must be replaced. �ySTEI�/s 3825 Ohio Avenue•St.Charles,IL 60174 02019 System Sensor. SE�vsvRR Phone:800-SENSOR2 e Fax:630-377-6495 Pforcurred ct current actsons r meat,changngtheltesticesionofthisdatasheet la cunenc product inlormatlon,including the latest version of this data sheet Y www.systemsensor.com AVDS115-02.12/3/2019 TM M i r c o m SYSTEM SENSOR CARBON MONOXIDE DETECTORS CO1224T/CO1224TR Features RealTest®enables a functional test using canned CO • Full compliance with UL 2075 • A code-required trouble relay • Wiring supervision with SEMS terminals A six-year end-of-life timer 5 kx P • 12/24 VDC • A low current draw of 20 mA in standby and 40 mA in alarm Versatile mounting for wall and ceiling • Accurate and reliable electrochemical sensing technology • Optional CO-PLATE CO Detector Replacement Plate to upgrade previously installed competitor detectors to the C01224T Description The System Sensor C01224T and C01224TR With a low current draw, these detectors enable more (round)Carbon Monoxide(CO)Detectors use a highly devices to be connected to the panel,limiting the need accurate and reliable electrochemical sensing cell to to purchase extra power supplies or more expensive provide early warning of dangerous CO levels. panels. As 12/24 VDC detectors, the C01224T and With RealTese technology, the CO gas sensing cell C01224TR will operate on most industry security and used in the C01224T and C01224TR CO detectors fire alarm control panels. can be tested using a CO gas agent, fully meeting Architectural/Engineering Specifications the requirements of NFPA 720: 2009. Simply put the detector into RealTest mode,spray a small amount of Carbon monoxide detector shall be a System Sensor CO into the detector per the installation instructions, model number C01224T or C01224TR listed to and within seconds the detector will alarm, indicating Underwriters Laboratories UL 2075 for Gas and Vapor successful gas entry.(See the reverse page or the user Detectors and Sensors.The detector shall be equipped manual for complete instructions.) with a sounder and a trouble relay.The detector's base When dangerous amounts of CO are detected, the shall be able to mount to a single-gang electrical box C01224T and C01224TR detectors alert residents by or direct(surface) mount to the wall or ceiling. Wiring sounding and flashing a temp 4 signal alarm.With 24/7 connections shall be made by means of SEMS screws. central station monitoring, residents are guaranteed The detector shall provide dual color LED indication protection whether they are away from home,sleeping, that blinks to indicate normal standby, alarm, or end- or already suffering from the effects of CO. of-life. When the sensor supervision is in a trouble condition, the detector shall send a trouble signal to The C01224T and C01224TR are designed for system the panel.When the detector gives a trouble or end-of- operation. These detectors are fully listed to UL 2075 life signal,the detector shall be replaced.The detector and offer a code-required trouble relay to send a sensor shall provide a means to test CO gas entry into the failure or end-of-life signal to the control panel and the CO sensing cell.The detector shall provide this with a central station.The C01224T and C01224TR also use test mode that accepts CO gas from a test agent and SEMS-type terminal Philips head screws for quicker and alarms immediately upon sensing CO entry. more positive wiring connections and code-required wiring supervision. V ©L CATALOG NUMBER 5172 NOT TO BE USED FOR INSTALLATION PURPOSES. �7 Mircom reserves the right to make changes at any time without notice in prices,colours,materials,components,equipment,specifications and models and also to discontinue models. Electrical Specifications Operating Voltage 12/24 VDC Audible Signal 85 dB in alarm Standby Current 20 mA Alarm Current 40 mA(75 mA test) Alarm Contact Ratings 0.5 A @ 30 VDC Trouble Contact Ratings 0.5 A @ 30 VDC Physical Specifications Size C01224T Length:5.1",Width:3.3",Height:1.3" C01224TR Diameter:6",Height:1.3" Approximate Weight C01224T:7 oz;C01224TR:11 oz Operating Temperature Range 32°—104°F(0°—40°C) Operating Humidity Range 22—90%RH Input Terminals 14—22 AWG Mounting Single-gang back box;surface mount to wall or ceiling Operation Modes Operation Mode Green LED Red LED Sounder Normal(standby) Blink 1 per minute — — Alarm I Blink in temp 4 pattern I Sound in temp 4 pattern RealTest®Feature: The System Sensor C01224T and C01224TR Carbon Monoxide Detectors with RealTest enable evaluation of the functionality of the CO sensing cell using a canned CO test agent. 1. 2. 3. 717 Push and hold the Test/Hush button Spray canned CO agent into the Verify CO sensing at the control for two seconds to enter RealTest detector. panel.The detectorwill automatically mode.The green LED will flash once exit RealTest alarm mode after every second to indicate RealTest about 20-60 seconds. mode has started. NOTE:Check with local codes and the AHJ to determine whether or not a functional gas test is desired for an installation. Hush Feature: Pushing the Test/Hush button will silence the sounder for 5 minutes(except in RealTest mode). Trouble Feature: When the detector is in a trouble condition,it will send a trouble signal to the panel. End-of-life Timer: After the detector's internal sensor has reached the end of its life,a trouble signal will be sent to the panel.This will indicate that it is time to replace < the detector. An electrochemical carbon monoxide detector lifespan is approximately six years, and the detector must be replaced by the date marked on the inside of the product. CO-PLATE: System Sensor also offers the CO-PLATE CO Detector Replacement Plate to cover the footprint(when necessary)of previously installed competitive carbon monoxide detectors that require replacement. CO-PLATE Ordering Information Model C01224T 12/24 volt,4-wire system-monitored carbon monoxide detector with RealTest®Technology C01224TR 12124 volt,4-wire system-monitored round carbon monoxide detector with RealTest®Technology CO-PLATE CO detector replacement plate to cover the footprint of previously installed competitive detectors as necessary NOT TO BE USED FOR INSTALLATION PURPOSES. Distributed by: A/hi, Mir P� Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 Telephone:(905)660-4655 Toll Free:(888)660-4655 Fax:(905)660-4113 Fax Toll Free:(888)660-4113 Web page: http://www.mircom.com Email: mail@mircom.com CAT.5172 ISO 9001:2008 ((�112� Rev.3 REGISTERED `' � NOTES: SEQUENCE OF OPERATIONS MATRIX ARE ALARM WIRE TABLE 1. GENERAL INFORMATION SYSTEM INPUT SYSTEM OUTPUT SYMBOL DESCRIPTION MANUFACTURER FPLP MODEL 5 o83a ads - INSTALLATION OF ALL DEVICES, WIRING AND CABLES SHALL COMPLY WITH LOCAL ORDINANCES, ALL NEW YORK STATE CODES AND NOTES: a W1 16-2 TWISTED SHIELDED HONEYWELL GENESIS 4606 ADDITIONAL SUPPUMENTS, NFPA-72 STANDARDS, MANUFACTURER LISTED DISTANCES AND SPECIFICATIONS (AS APPLICABLE). - ALL STROBE APPLIANCES SHALL REMAIN ACTIVE ;:5� o W2 14-2 TWISTED HONEYWELL GENESIS 4513 - ALL KEYS AND RESET TOOLS (PANEL KEYS, PROPER SIZE ALLEN KEYS, ETC.) SHALL REMAIN ON SITE. AFTER SILENCE FUNCTION OCCURS. Z �- - EACH CONCEALED DEVICE SHALL BE ACCESSIBLE FOR SERVICE AND HAVE A REMOTE ALARM INDICATOR. o Z l �, GOVERNING CODE BOOKS: - ALL STROBE APPLIANCES SHALL HAVE A � Z ,�, W3 18-2 TWISTED HONEYWELL GENESIS 4602 - 2020 NEW YORK STATE ARE CODE Z W4 16-2 TWISTED HONEYWELL GENESIS 4511 - 2020 NEW YORK STATE BUILDING CODE - ALTERATION AND / OR CHANGES TO THE FIRE ALARM PLAN SET SHALL BE PROHIBITED EXCEPT UNDER DIRECTION OF A LICENSED -MULTIPLE PATH COMMUNICATION SHALL BE N � � Ii z 1 US WE EXISTING WIRE TO REMAIN - 2016 NFPA 72 NATIONAL ARE ALARM AND SIGNALING CODE ENGINEER OR THE AUTHORITY HAVING JURISDICTION. SUPERVISED WITHIN NOT MORE THAN SIX HOURS. N ¢ o - 2015 NFPA 720 STANDARD FOR THE INSTALLATION OF CO DETECTION AND WARNING EQUIPMENT - EACH DEVICE SHALL BE SUPPORTED BY THE STRUCTURE USING MANUFACTURER RECOMMENDED UL LISTED BACK BOXES. -SINGLE PATH COMMUNICATION SHALL BE SUPERVISED s LI � Q W m - EACH DEVICE SHALL BE SUPPORTED BY UL LISTED T-BAR STYLE HANGERS WHEN MOUNTED TO A SUSPENDED / DROPPED AT AN INTERVAL OF IJOT MORE THAN SIXTY MINUTES. Z I o o -~- Bill: CEILING. Ll¢ ¢ a Z - THE CIRCUIT BREAK BREAKER NUMBER, PANEL NUMBER, CENTRAL STATION ACCOUNT NUMBER SHALL BE CLEARLY POSTED INSIDE s F? Q o = k THE FIRE ALARM CONTROL PANEL DOOR. ¢ o R o � _ 9 � - A 24 HOUR EMERGENCY SERVICE TELEPHONE NUMBER FOR THE FIRE ALARM CONTRACTOR AND A 24 HOUR CENTRAL STATION k`' o _ I..- o CONTACT TELEPHONE NUMBER SHALL BE CONSPICUOUSLY POSTED ON THE FACP. 9 "' Q W o i 2. ARE ALARM CONTROL PANEL COMMUNICATOR AND REMOTE ANNUNCIATOR INFORMATION Lu m o o N uj Ef � a uj - THE ARE ALARM CONTROL PANEL SHALL TRANSMIT ALL SIGNALS BY A UL USTED COMMUNICATOR TO UL LISTED CENTRAL STATION. v' N W W W - COMMUNICATION METHODS USED TO TRANSMIT SIGNALS TO SUPERVISING STATIONS SHALL MEET THE REQUIREMENTS OF THE ARE � o CODE OF NEW YORK STATE (SECTION 907.6.6). ¢ N - THE REMOTE ANNUNCIATOR SHALL BE LOCATED AT THE MAIN ENTRANCE. 1 MANUAL PULL STATION X X X X X 3 SMOKE HEAT AND CARBON MONOXIDE DETECTORS 2 SMOKE DETECTOR X X X X X - EACH DETECTOR SHALL NOT BE INSTALLED WITHIN 36" FROM AN AIR SUPPLY DIFFUSER, RETURN AIR OPENING OR WITHIN 36" 3 SMOKE DETECTOR - ELEVATOR LOBBY X X X X X X HORIZONTAL PATH FROM THE TIP OF THE BLADE OF A CEILING-SUSPENDED (PADDLE) FAN. - EACH WALL MOUNTED CARBON MONOXIDE DETECTOR SHALL BE INSTALLED A MINIMUM OF 80" ABOVE THE FINISHED FLOOR AND AT 4 SMOKE DETECTOR - ELEVATOR MACHINE ROOM X X X X I X X LEAST 6" FROM THE CEIUNG OR AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. 5 SMOKE DETECTOR - ELEVATOR HOISTWAY X X X X X X - HEAT DETECTORS ARE NOT REQUIRED IN AREAS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM THAT IS CONNECTED TO THE 6 SMOKE DETECTOR - RESIDENTIAL UNIT X X X X BUILDING ARE ALARM SYSTEM AS PER THE FIRE CODE OF NEW YORK STATE SEC11ON 907.4.3.1. 7 HEAT DETECTOR X X X X X 4. MANUAL ARE ALARM PULL STA11ONS - THE OPERABLE PART OF EACH PULL STATION SHALL BE MOUNTED 42"1 FROM THE FINISHED FLOOR. 8 HEAT DETECTOR - ELEVATOR MACHINE ROOM X X X X X I X - EACH PULL STATION SHALL BE LOCATED SO THEY ARE CONSPICUOUS, UNOBSTRUCTED AND ACCESSIBLE. 9 HEAT DETECTOR - ELEVATOR HOISTWAY X X X X X X - EACH PULL STATION SHALL BE LOCATED WITHIN 5' OF THE EXIT DOORWAY OPENING. 10 DUCT DETECTOR - RETURN DUCT X X X - A PULL STATION SHALL BE LOCATED ON BOTH SIDES OF GROUPED OPENINGS OVER 40' IN WIDTH AND WITHIN 5' OF EACH SIDE 11 CARBON MONOXIDE DETECTOR X X X X X OF THE OPENING. 5. NOTIFICATION APPLIANCES 12 CARBON MONOXIDE DETECTOR - RESIDENTIAL UNIT X X X - AUDIBLE DEVICES SHALL BE PROVIDED SO THAT THE ARE ALARM SYSTEM IS AUDIBLE IN ALL PARTS OF THE BUILDING. 13 SPRINKLER WATERFLOW X X X X X X - THE BOTTOM OF THE STROBE LENS OF ALL WAIL MOUNTED STROBE AND AUDIBLE STROBE COMBINATION APPLIANCES SHALL BE 14 SPRINKLER TAMPER SWITCH X X MOUNTED AT 80" ABOVE THE FINISHED FLOOR. - ALL AUDIBLE DEVICES SHALL HAVE A TEMPORAL-3 CODE. 15 SPRINKLER PRESSURE X X X X X X 6. HEATING VENTILATION AIR CONDITIONING (HVAC) INFORMATION 16 SPRINKLER PUMP RUN X X - EACH HVAC UNIT SHALL SHUTDOWN UPON RECEIPT OF ANY ARE ALARM SIGNAL IN ACCORDANCE WITH THE MECHANICAL CODE OF 17 SPRINKLER PUMP FAIL X X NEW YORK STATE (SECTION 606.4). 7. SPRINKLER SYSTEM INFORMATION 18 SPRINKLER PHASE REVERSAL X X - EACH SPRINKLER SYSTEM DEVICE(S) AND/OR PUMP(S) SHALL BE MONITORED BY THE FIRE ALARM CONTROL PANEL 19 ARE SUPRESSION SYSTEM X X X X - THE ENTIRE BUILDING SHALL BE PROTECTED BY THE SPRINKLER SYSTEM. 20 SYSTEM POWER (FAILURE X X 21 SYSTEM OPEN CIRCUIT X X 22 SYSTEM GROUND FAULT X X 23 SYSTEM LOW BATTERY X X ROOF LEVEL CONCROE PUNK DECK _ W2 SS 2 2ND s2_51 FLOOR CONCRETE PUNK DECK W2 W2 W2 W2 mss 2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 MAIN LEVEL CONCRETE PUNK DECK S S SS SS S S ° S S S ° S S ° SS SS SS SS SS SS SS SS SS SS 51-26 S2-27 S2-28 52-.9 S2-30 S2-31 S2-32 S2-33 S2-34 S2-35 S2-36 S2-37 S2-38 S2-39 S2-40 S2-41 S2-42 S2-43 S2-44 S2-45 S2-46 S2-47 S2-48 S2-49 S2-50 2 BASEMENT LEVEL WP 75cd 95cd \ / \ / W2 W2 W2 W2 \ / \ / \ / \ / W2 oEE sw W2 W4 / \ / \ / \ / ♦ / \ / \ O S S S j S S S ° S S ° S ° S S S ° s j s j s s s s s s s ss TYPICAL INTERIOR CROSS-SECTIONAL ELEVATION DETAILS c c N12-3 N12-2 N12-1 S2-1 S2-2 S2-3 S2-4 S2-5 S2-6 S2-7 S2-8 S2-9 S2-10 S1-11 S2-12 S2-13 S2-14 S2-15 S2-i6 S2-17 S2-18 S2-19 S2-20 S2-21 S1-22 S2-23 S2-24 S2-25 15cd 15cd 15cd HVAC HVAC HVAC NOT TO SCALE 15cd 15cd 15cd W2 ♦ / WP 177cd O\ O O /O�/O\ O F AOM AOM AOM \ N11-6 N11-5 N11-4 N11-3 NI 1-2 Ni1-1 M2-26 M2-27 M2-28 M2-29 M2-30 M2-31 WP 75cd 95cd 75cd 95cd vs wF vs wF HVAC HVAC HVAC HVAc � vs HVAC Hvac HVAC HVAC HVAC vs wF HVAC F7 cam \c/ W2 W4 S SITE PLAN (NOTE: NOT DRAWN TO SCALE) O O O O O O O AIM NM F AM AIM AOM AN AOM F AOM AIM AIM AOM AN AN F AN AN AOM NM AIM AOM N10-7 N10-6 N10-5 N10-4 N10-3 N10-2 N10-1 M2-1 M2-2 M2-3 M2-4 M2-5 M2-6 M2-7 M2-8 M2-9 M2-10 M2-11 M2-12 M2-13 M2-14 M2-15 M2-16 M2-17 M2-18 M2-19 M2-20 M2-21 M2-22 M2-23 M2-24 M2-25 TOWN HARBOR LANE W2 2ND FLOOR ARE ALARM SYMBOL LEGEND - NEW DEVICES MAIN LEVEL SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER QUANTITY FACP FIRE ALARM CONTROL PANEL MIRCOM FLEX-NET 1 co co co co co cc W2 DAMP owP W2 \o/ \off\off °/�o�♦o/ RL RL W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 i N N17-6 N17-5 N17-4 N17-3 N17-2 N17-1 FM REMOTE ANNUNCIATOR MIRCOM RAXN-LCD 3 DAP SS SS SS SS SS SS SS SS S S ° S S ° S S ° SS SS SS SS SS SS SS SS SS SS SS W244 S1-51 St-52 St-53 Si-54 S1-55 S1-56 S1-57 St-58 S1-59 S1-60 S1-61 S1-62 Si-63 St-64 Si-65 S1-66 S1-67 S1-68 S1-69 St-70 S1-71 S1-72 St-73 S1-74 St-75 �•• U MANUAL FAN RESTART CONTROLLED BY 1 2ND FLOOR FAA FAA FAA �:; ARE ALARM CONTROL PANEL MAIN LEVEL I A-2 A-1 2j:.. NAC REMOTE POWER SUPPLY MIRCOM INX-10A 4 W2 w2 w2 w2 w2 w2 w2 w2 w2 F LOCUST LANE B-1 S IS S ° S S S S S S ° S S S S S S S S S S S SS SS SS SS SS O CENTRAL OFFICE TRANSMITTER NAPCO STARUNK 1 S1-26 S1-27 St-28 St-29 St-30 S1-31 S1-32 St-33 S1-34 S1-35 S1-36 S1-37 St-38 S1-39 Si-40 S1-41 SI-42 S1-43 S1-44 S1-45 S1-46 S1-47 S1-ae St-49 Si-50 95cd WP 75cd WP 95cd WP 95cd wP W2 OS SMOKE DETECTOR MIRCOM MIX-2351AP 129 o c o o c o o o o c o W2 W2 W2 -8 N9-7 N9-6 N9-5 N9-4 N9-3 N9-2 N9-1 W4 PLAN NOTATION LEGEND (NOTE: SOME SYMBOLS MAY NOT BE USED) N9 S SMOKE CO FLAME HEAT DETECTOR MIRCOM MIX-FC351AP 15cd 15cd 15cd 95cd 25 S S S S S S ° S S S S ° S S S S S S S S S ° S S S j S S SHOWN AS DESCRIPTION SHOWN AS DESCRIPTION 15cd 15cd 15cd 15cd WP 15cd W2 Si-1 S1-1 Si-3 St-4 S1-5 S1-6 S1-7 S1-8 51-9 51-10 51-11 S1-12 S1-13 S1-14 51-15 S1-16 St-17 S1-18 S1-19 51-20 Si-21 S1-22 51-23 51-24 Si-25 SUSPENDED PUSH-UP TILE CEIUNG = SOFFIT / ELEVATION CHANGE AUDIBLE BASE MIRCOM 6200SR-WH \ / ♦ / \ / \ / \ / \ / SS SMOKE CO FLAME HEAT DETECTOR MIRCOM MIX-FC351APo� o c /o\ o /off/o\ o c o c � �� 44 N8-10 N8-9 N8-8 N8-7 N8-6 N8-5 N8-4 N8-3 N8-2 N8-1 PLI, FINISHED TYPE CEIUNG (PROVIDE AN ACCESS STRUCTURAL I-BEAM (NOTE. ONLY STRUCTURE LOW FREQUENCY AUDIBLE BASE MIRCOM B200SR-LW-WH wP wP 15cd 15cd 15cd 15cd 15cd F AOM aoM F F F 0 HATCH FOR DEVICES INSTALLED ABOVE THE CEILING) — e — IMPACTING DETECTOR SPACINGS SHALL BE SHOWN) c0 co c0 CO co W2 15cd WP 15cd W2 Mt-26 Mt-27 M1-28 Mt-29 Mi-30 M1-31 Mt-32 M1-33 F MANUAL PULL STATION MIRCOM MS-710APU 21 W2 03 NO CEIUNG - OPEN TO DECK ---------- HVAC ZONE OUTLINE N16-5 N16-4 N16-3 N16-2 N16-1 N7-10 N7-9 N7-8 N7-7 N7-6 N7-5 N7-4 N7-3 N7-2 N7-1 177cd WP O HEAT DETECTOR MIRCOM MIX-5351AP 5 150cd 15cd 15cd 15cd W4 ,� ,� HVAC HVAC ,�o�/o\ WAC 0 FXP P END OF UNE RESISTOR _ _ BEAM DETECTOR PATH co co co co W2 15cd 15cd W2 s PER MANUFACTURER SPECIFICATIONS \o/ \O/\O/moo/ o o \off\o/ o o aM n�M F F F AOM AOM F AOM AOM AIM AIM aM F F F F ( ) (MAINTNN AN UNOBSTRUCTED PATH) RETURN DUCT SMOKE DETECTOR MIRCOM MIX-2251 B ' / \ / \ / \ / c c / \ / \ c c DUCT DETECTOR HOUSING MIRCOM DNR 1 N15-4 N15-3 N15-2 N15-1 N6-6 N6-5 N6-4 N6-3 N6-2 N6-1 Mi-1 M1-2 Mt-3 Mt-4 M1-5 Mi-6 M1-7 W2 M1-8 M1_9 Mt-10 Mt-11 Mi-12 Mt-13 M1-14 M1-15 M1-16 Mt-17 M1-18 M1-19 Mt-20 Mt-21 Mt-22 M1-23 M1-24 Mi-25 RELOCATED DEVICE HATCHED AREA NOT IN CONTRACT REMOTE ALARM INDICATOR LAMP MIRCOM RA10OZ 9 MAIN LEVEL MAIN LEVEL AHJ STAMP BOX BASEMENT LEVEL BASEMENT LEVEL aM M ADDRESSABLE INPUT MODULE (MINIATURE) MIRCOM MIX-M501 MAP 2 DNIP DAMP DAMP DAMP 4 4 W2 aM ADDRESSABLE INPUT MODULE MIRCOM MIX-M500MAP 30 RL RL DAMP rl DAMP aaM ADDRESSABLE OUTPUT MODULE (RELAY) MIRCOM MIX-M500RAP 35 W2 S ° S S O ADDRESSABLE OUTPUT MODULE MIRCOM MIX-M50OSAP 2 S3-76 S3-77 S3-7B FRLj RELAY - TWO POSITION MIRCOM MR-201/C/R 2 W2 \ / 4 S S S S RL RELAY - FOUR POSITION MIRCOM MR-104/C/R 2 S3-51 S3-52 S3-53 S3-54 S3-55 S3-56 S3-57 S3-58 S3-59 S3-60 S3-61 S3-62 S3-63 S3-64 S3-65 S3-66 S3-67 S3-68 S3-69 S3-70 S3-71 S3-72 S3-73 S3-74 S3-75 nF SPRINKLER WATERFLOW BELL SYSTEM SENSOR SSM24-10 1 W2 W2 WEATHERPROOF AUDIBLE STROBE SYSTEM SENSOR PC2WK 4 S S S S S S S S ° S CEIUNG MOUNT (SET TO 95CD) s3-26 S3-27 s3-28 53-29 s3-30 S3-31 53-32 s3-33 S3-34 S3-35 53-36 s3-37 s3-38 53-39 s3-40 53-41 s3-42 53-43 53-44 s3-45 53-46 s3-47 S3-48 S3-49 S3-50 o CEIUNG MOUNT AUDIBLE STROBE SYSTEM SENSOR PC2WLED 48 c (CANDELA SPECIFIED ON FLOOR PLAN) W2 W2 WZ W2 W2 15cd 95cd 15cd 15cd 75cd 75cd W4 150cd 15cd 15cd 95cd 15cd 15cd W2 R � WEATHERPROOF WALL MOUNT AUDIBLE \ / \ / \ / \ / \0/ 0 \ S S S ° S S S S S S S S S S ° S S S S S S ° S IIc�_��IIVV STROBE (SET TO 75CD) SYSTEM SENSOR P2WK 9 moo\ /o\ O o — 0\ 0 c 0 0 0 i 0 / \ / c c c N5-12 N5-10 N5-9 N5-8 N5-11 N5-7 N5-6 N5-5 N5-4 N5-3 N5-2 N5-1 S3-1 53-2 S3-3 53-4 S3-5 S3-6 53-7 S3-8 S3-9 S3-10 S3-11 S3-12 53-13 S3-14 S3-15 53-16 S3-17 53-18 S3-19 S3-20 53-21 S3-22 53-23 S3-24 S3-25 w p WEATHERPROOF CEIUNG MOUNT STROBE MOUNT (SET TO 30CD) SYSTEM SENSOR SCWK 6 \c/ \c/ WP WP WP WP 75cd \c/ 75cd \c/ 15cd 15cd W2 F /°\ 77 \ / CEIUNG MOUNT STROBEo�/o\—�o c o c o c o c o c /o♦— o —/o\ o c o c M3-51 M3-52 (CANDELA SPECIFIED ON FLOOR PLAN) SYSTEM SENSOR SCWLED 41 N4-12 N4-11 N4-10 N4-9 N4-8 N4-7 N4-6 N4-5 N4-4 N4-3 N4-2 N4-1 vs SHUNT ESR SHUNT ESR ESR SHUNT ESR SHURf HVAC co CEIU 15cd COILING MOUNT CO STROBE (SET TO 95CD) SYSTEM SENSOR SCWLED-CLR-ALERT 15cd 15cd NIP 15cdP WP 15cd 15cd W2 111111111171 25 \O/ \O/- 0 --\O�\O/— O —\O/�O/ O AIMF AOM AOM AOM AOM AOM AOM AOM AOM AOM AOM AOM AOM AOM /\O/♦ AMBER LENS SYSTEM SENSOR LENS-AC3 / c / \ / \ c / ♦ / ♦ c M3-26 M3-27 M3-28 M3-29 M3-30 M3-31 M3-32 M3-33 M3-34 M3-35 M3-36 M3-37 M3-38 M3-39 M3-40 M3-41 M3-42 M3-43 M344 M3-45 M3-46 M3-47 M3-48 M3-49 M3-50 N3-9 N3-8 N3-7 N3-6 N3-5 N3-4 N3-3 N3-2 N3-1 O CARBON MONOXIDE DETECTOR MIRCOM C01224TR 2 75cd 15cd 15cd 15cd CO CO CO CO CO CO W2 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd W2 ® ARE SUPPRESSION CONTROLLER FURNISHED AND INSTALLED BY OTHERS 3 �/ \ / \ / ♦ / ♦ / ♦ / \ c / \ c / \ / \ / ♦ / \ c / \ / ♦ / ♦ c W2 N14-6 N14-5 N14-4 N14-3 N14-2 N14-1 N2-12 N2-11 N2-10 N2-9 N2-8 N2-7 N2-6 N2-5 N2-4 N2-3 N2-2 N2-1 ELEVATOR CONTROLLER 15cd 75cd 15cd 95cd WP 95cd HVAC wF vs FSCP ° HVAC HVAC FPc wF Ps vs rs vs vs ws ws rs vs vs ® FURNISHED AND INSTALLED BY OTHERS 4 co co co co W2 15cd 15cd 15cd W2 W4 (PRIMARY do ALTERNATE RECALL) \O��O/�O�\O/ O O O I O \ / \ / \O/ O F AOM NM NM F AOM F NM NM AOM AN NM NM NM NM NM NM NM NM NM NM NM NM NM NM / ♦ / ♦ / \ / \ c c c c / \ / \ / \ c ELEVATOR POWER SHUNT FURNISHED AND INSTALLED BY OTHERS 4 N13-4 N13-3 N13-2 N13-1 W2+W4 N1-9 N1-8 N1-7 N1-6 N1-5 N1-4 N1-3 N1-2 N1-1 W2+W4 W2+W4 W2+W4 W2 M3-1 M3-2 M3-3 M3-4 M3-5 M3-6 M3-7 M3-8 M3-9 M3-10 M3-11 M3-12 M3-13 M3-14 M3-15 M3-i6 M3-17 M3-18 M3-19 M3-20 M3-11 M3-22 M3-23 M3-24 M3-25 ® O HVAC SMOKE DAMPER CIRCUIT FURNISHED AND INSTALLED BY OTHERS 10 NAC TO GROUND NAC TO GROUND NAC L TO GROUND I NAC TO GROUND TO 120 VAC FACP TO CENTRAL STATION AS REQUIRED PER THE ARE CODE OF P-4 P-3 P-2 P-1 f-1 TO 120 VAC TO 120 VAC TO 120 VAC TO 120 VAC TO GROUND ca NEW YORK STATE SECTION 907.6.6 VIA CELLULAR ARE RADIO E HVAC MOTOR STARTER FURNISHED AND INSTALLED BY OTHERS 22 RISER DIAGRAM ® SPRINKLER PRESSURE SWITCH FURNISHED AND INSTALLED BY OTHERS 1 REVISION DATE DESCRIPTION PRO EER ® SPRINKLER PUMP CONTROLLER FURNISHED AND INSTALLED BY OTHERS 1 1 12-06-23 PRELIMINARY RELEASE FOR CLIENT REVIEW 2 01-10-24 PRELIMINARY RELEASE ISSUED FOR PERMIT 3 03-12-24 PRELIMINARY RELEASE FOR CLIENT REVIEW N F O SPRINKLER VALVE SUPERVISORY SWITCH FURNISHED AND INSTALLED BY OTHERS 16 A 03-12-24 ORIGINAL RELEASE FOR CONSTRUCTION ; B 03-28-24 REVISED HVAC SMOKE DAMPER CONTROL i- ® SPRINKLER WATER FLOW SWITCH FURNISHED AND INSTALLED BY OTHERS 7 C 04-29-24 REVISED AS ARE MARSHAL REQUEST DATED 04-19-24D 05-30-24 REVISED AS PER ARCHITECTURAL PLAN DATED 03-22-24 *0 5 07041 � PR�FESSIONP�' DESIGN & DRAFTING BY: INSTALLATION CONTRACTOR: ARE SYSTEM DESIGN PROJECT INFORMA11ON: C.M. RICHEY ELECTRICAL CONTRACTORS, INC. 1055 STEWART AVENUE, SUITE 12 THE ENCLAVES 77 AIR PARK DRIVE BETHPAGE, NY 11714 56655 ROUTE 25 RONKONKOMA, NY 11779 ROBERT GRUENER: 516-852-6443 SOUTHOLD, NY 11971 NY STATE LICENSE NUMBER: 12000211256 FIRESYSTEMDESIGNOGMAIL_COM SCTM NUMBER: 1000-63-03-15 LICENSEE: CHRISTOPHER M. RICHEY, SR. GARRET GAUNDO: 516-557-7892 OCCUPANCY CLASSIFICATION: A, B & R NASSAU COUNTY FM NUMBER: 2730234 GARRET.GALINDOOGMAILCOM TEL 631-471-7555 FAX: 631-471-7599 PAGE NUMBER: I JOB NUMBER: 1 OF 4 CMR-23-04 r------------------- —————————————————————————————— ------------------------� —————— ————————————————————————————————————— I I I I I I EXTERIOR RAMP I I I I I I ------------------------------ ------- -------------- II L-——————————————————————————————————————————————- — ---------- I I I I ID I I I I I I I I I I I I I I I I I I I I /`iM GUE I I MENS TOILET MI-8 177cd 15cd GUEST RIQOY GUEST fiffl! GUEST RWY WET Rion GUEST Mt GUEST MY GUEST My GUEST MY GUEST fim GUEST fim \04 S ° 0 7\w-p 51-9 N6-4 -- - RN-1-1A S1-6 RTU-1-1B S1-5 S1-75 Si-74 S1-73 St-72 S1-71 51-70 St-69 51-68 St-67 St-66 �"7AOM AOMVESTIBULE -1-2 VESTIBULE M1-7 M1_s EVENT ROOM 15cd 15cd 150cd �� HALL co HALL CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET O kni o C AOM I I S 0 �o; I I O I I S O oL"17 oK51-11 N6-2 M1-to S1-10 N15-1 s1-8 S1-7 N6-5 N6-6 BATH BATH BATH BATH BATH BATH BATH BATH FBATH BATH \ ,� ,� s NM NM CLOSET O N16-1 AOM Mt-2 Mi WOMENS TOILET MI-9 BATH VESTIBULE _ _ - 15cd O 0 O O 15cd 15cd 15cd 15cd S1-13 -_ - ___._.__ St-1 N6-3 S1-3 S1-4 CO HALL CO Ec COc $ � 1\<O $ � %♦ O $ � xco I I o IC I O IL1I N7-7 S1-60 N15-4 S1-61 S1-62 N15-3 N7-6 St-63 S1-64 N15-2 St-42 N7-1 C S1-12 N6-1 C Mi-3 M1-4 Mt-5 Eli F F ER St-43 — — — — A-i ELEVATOR O poi CLOSET OS — — — — - / \ S1-59 N7-8 BATH BATH BATH BATH BATH BATH BATH BATH BATH ELEVATOR J SHOWERS WOMENS LOCKERS WP 15cd N N N N cn c V) � /°\ WOMENS TOILET J O - \ / $ /°\ ELEVATOR LOBBY OO OO oo U OO OJ of of Jo N7-5 15cd St-41 N7-2 O o KL S1-35 S1-44 N77-33 �- GUEST RGO ! GUE:S'T Ri010� GUEST ROG, GUEST GUEST RrO J GUEST fiWY GUEST &VII GUEST Rm� GUEST �f � VESTIBULE ELEVATOR SS SS SS SS SS e SS SS SS SS ® _ KITCHEN 51-54 51-53 St-52 I 51-51 51-50 51-49 51-48 St-47 S1-46 Si- co 40 -I ♦ / ISTAIR I I � i I --- 15cd M1-17 u c N16-2 i N8-1 I OUT)OOR POOL RECEPTION nl.,+ ` '-- 15cd ° cO M1-16 M1-31 N8-2 Si-36 1 I o I HALL f _.❑ O f i I I Sl-45 N7-4 c O - -- -- - II i Si-39 _ _ I I I - R1U C 7 I I I I VESTIBULE WOMENS LOCKERS ' I �^� co ' A-3 Fm Mi-32 $ ax F S1-38 O/°\ Mi-28 S1-34 N16-3 S1-37 N8-3 NM M1-18 MATCH LINE - - WOMENS TOILET MENS TOILET S SHOWERS 15cd ��-3 WIP 91-MC �o� 0�� VESI1BU�a S1_15 N8-s SERVER STATION 15cd 15cd N8-4 Si-33 N8-5 Mt-27 O/°\ (DEC \Ot W c / Z 51-32 N8-6 51-14 N8-7 MENS TOILET S1-17 N8-10 F- 51-16 N8-8 MATCH LINE - ❑ ❑ 3 0 ❑ T' Z N9-1 M1-26 FIRE ALARM SYMBOL LEGEND - NEW DEVICES SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER QUANTITY O O St-31 51-18 FACP ARE ALARM CONTROL PANEL MIRCOM FLEX-NET 1 95cd FM REMOTE ANNUNCIATOR MIRCOM RAXN-LCD 3 nc - 149-2 ° III � CONTROLLED BY dM 10I r—mrRl MANUAL FAN RESTART 1 III ARE ALARM CONTROL PANEL Ns-3 ❑ ❑ - �❑ ❑ ❑ iii ml NAC REMOTE POWER SUPPLY MIRCOM INX-10A 4 III [ElCENTRAL OFFICE TRANSMITTER NAPCO STARLINK 1 G'(f 'T "7-9 III I SS 10 O SMOKE DETECTOR MIRCOM MIX-2351AP 129 Si-58 DINING BAD O ♦oi S 0 °1 PLAN NOTATION LEGEND (NOTE: SOME SYMBOLS MAY NOT BE USED) EXTERIOR DINING 01 SMOKE CO FLAME HEAT DETECTOR MIRCOM MIX-FC351AP / \ iii SHOWN AS DESCRIPTION SHOWN AS DESCRIPTION $ 0 25 S1-30 N16-4 s1-19 AUDIBLE BASE MIRCOM B200SR-WH °1 IIII �1 SUSPENDED PUSH-UP TILE CEILING = _ _ = SOFFIT / ELEVATION CHANGE SS SMOKE CO FLAME HEAT DETECTOR MIRCOM MIX-FC351AP CLOSET44 LOW FREQUENCY AUDIBLE BASE MIRCOM B200SR-LW-WH �° iu O FINISHED TYPE CEILING (PROVIDE AN ACCESS _Bm _w _ STRUCTURAL I-BEAM (NOTi~ ONLY STRUCTURE HATCH FOR DEVICES INSTALLED ABOVE THE CEILING) IMPACTING DETECTOR SPACINGS SHALL BE SHOWN) F❑ MANUAL PULL STATION MIRCOM MS-710APU 21 ui i Q3 NO CEILING - OPEN TO DECK ---------- HVAC ZONE OUTLINE j o HEAT DETECTOR MIRCOM MIX-5351AP 5 ❑ ❑ ElIII END OF LINE RESISTOR __ BEAM DETECTOR PATH 95cd iii (PER MANUFACTURER SPECIFICATIONS) (MAINTAIN AN UNOBSTRUCTED PATH) RETURN DUCT SMOKE DETECTOR MIRCOM MIX-2251B Ill S DUCT DETECTOR HOUSING MIRCOM DNR 1 10 I ®-� RELOCATED DEVICE HATCHED AREA NOT IN CONTRACT 0 R lu -_--_-_ =-�------------ \ REMOTE ALARM INDICATOR LAMP MIRCOM RA10OZ 9 0 DI N9-4 AHJ STAMP BOX Q aM ADDRESSABLE INPUT MODULE (MINIATURE) MIRCOM MIX-M501 MAP 2 -r, GU St-29 S1-20 GUEST fimB-1 aM ADDRESSABLE INPUT MODULE MIRCOM MIX-M500MAP 30 SS Mi-25 S1-57 3�] aoM ADDRESSABLE OUTPUT MODULE (RELAY) MIRCOM MIX-M500RAP 35 BATH N9-5 aoMs ADDRESSABLE OUTPUT MODULE MIRCOM MIX-M500SAP 2 CLOSET BELL MAN AREA ❑ ❑ , RL RELAY - TWO POSITION MIRCOM MR-201/C/R 2 M1-24 O S1-21 RT 4 RELAY - FOUR POSITION MIRCOM MR-104/C/R 2 \ / S S1-22 MAIN LOBBY / \ CO 1 1 Si-23 F� SPRINKLER WATERFLOW BELL SYSTEM SENSOR SSM24-10 1 GIFT AND COFFEE SHOP I moo; r BACK OFFICE 75cd 95cd ELEVATOR OPEN TO ABOVE Nib-5 BACK OFFICE S WEATHERPROOF AUDIBLE STROBE SYSTEM SENSOR PC2WK 4 S E Ivl I��IV CEILING MOUNT (SET TO 95CD) ❑� ❑� I S S o s1-24 CHECK-IN I S E 51-28 N9-6 c ( N9-8 c S1-27 A- 51-25 (CANDELA SPECIFIED ON FLOOR PLAN) CEILING MOUNT AUDIBLE STROBE SYSTEM SENSOR PC2WLED 48 c �� STROBE (SET TO 75CD) �� ��* WEATHERPROOF WALL MOUNT AUDIBLE ° SYSTEM SENSOR P2WK 9 147-10 I wP WEATHERPROOF CEILING MOUNT STROBE SS — T MOUNT (SET TO 30CD) SYSTEM SENSOR SCWK 6 s1-56 BATH Mi-21 CEILING MOUNT STROBE SYSTEM SENSOR SCWLED 41 / \ (CANDELA SPECIFIED ON FLOOR PLAN) °co CEILING MOUNT CO STROBE (SET TO 95CD) SYSTEM SENSOR SCWLED-CLR-ALERT VESTIBULE25 CLOSET N9-7 St-26 o /°♦ AMBER LENS SYSTEM SENSOR LENS-AC3 dM ❑❑ ❑❑ M1-22 F O CARBON MONOXIDE DETECTOR MIRCOM C01224TR 2 MAIN ENTRANCE EM ARE SUPPRESSION CONTROLLER FURNISHED AND INSTALLED BY OTHERS 3 ® ELEVATOR CONTROLLER FURNISHED AND INSTALLED BY OTHERS 4 (PRIMARY & ALTERNATE RECALL) ® ELEVATOR POWER SHUNT FURNISHED AND INSTALLED BY OTHERS 4 ® HVAC SMOKE DAMPER CIRCUIT FURNISHED AND INSTALLED BY OTHERS 10 Esc HVAC MOTOR STARTER FURNISHED AND INSTALLED BY OTHERS 22 SS O SPRINKLER PRESSURE SWITCH FURNISHED AND INSTALLED BY OTHERS 1 S1-55 BATH MAIN LEVEL DEVICE LOCATION PLAN SCALE: 1/89 = 1$-on REVISION DATE DESCRIPTION PRO R O SPRINKLER PUMP CONTROLLER FURNISHED AND INSTALLED BY OTHERS 1 1 12-06-23 PRELIMINARY RELEASE FOR CLIENT REVIEW CLOSET 2 01-10-24 PRELIMINARY RELEASE ISSUED FOR PERMIT ❑❑ ❑❑ 3 03-12-24 PRELIMINARY RELEASE FOR CLIENT REVIEW m� F ® SPRINKLER VALVE SUPERVISORY SWITCH FURNISHED AND INSTALLED BY OTHERS 16 A 03-12-24 ORIGINAL RELEASE FOR CONSTRUCTION B 03-28-24 REVISED HVAC SMOKE DAMPER CONTROL 0 C 04-29-24 REVISED AS ARE MARSHAL REQUEST DATED 04-19-24 SPRINKLER WATER FLOW SWITCH FURNISHED AND INSTALLED BY OTHERS 7 D 05-30-24 REVISED AS PER ARCHITECTURAL PLAN DATED 03-22-24 _ �FQ N�• 070A61 ESSIONP�' DESIGN & DRAFTING BY: INSTALLATION CONTRACTOR: FIRE SYSTEM DESIGN PROJECT INFORMATION: C.M. RICHEY ELECTRICAL CONTRACTORS, INC. 1055 STEWART AVENUE, SUITE 12 THE ENCLAVES 77 AIR PARK DRIVE BETHPAGE, NY 11714 56655 ROUTE 25 RONKONKOMA, NY 11779 ROBERT GRUENER: 516-852-6443 SOUTHOLD, NY 11971 NY STATE LICENSE NUMBER: 12000211256 FIRESYSTEMDESIGN@GMAIL.COM SCTM NUMBER: 1000-63-03-15 LICENSEE: CHRISTOPHER M. RICHEY, SR. GARRET GALINDO: 516-557-7892 OCCUPANCY CLASSIFICATION: A, B & R NASSAU COUNTY FM NUMBER: 2730234 GARRET.GAUNDO®GMAIL_COM TEL- 631-471-7555 FAX: 631-471-7599 PAGE NUMBE3 JOB NUMBER: 3 OF 4 CMR-23-04 EXTERIOR RAMP DAMPER RELAY CONTROL c� M3-115 M3-130 M3-145 103-100 FACP NAC NAC NAC NAC AaM M3-7 F-1 P-1 P-2 P-3 P-4 M3-6 15cd POOL MECHANICAL ROOM 75cd 75cdnc EXTERIOR RECEIVING COURTYARD ki OS co BOWLING LANES O�o� N2-10 S3-74 N4-6 S3-73 S3-72 N4-5 BOWLING ELECTRIC 30cd 75cd N1-5 WP O 2 nc SPORTS AND GOLF SIMULATOR FITNESS GYM 53-1 N4-4 HALL 15cd 75c ROLL UP DOOR o \ / S O O/p\ O p c O TRASH COOLER BEER COOLER LIQUOR STORAGE S3-69 S3-68 S3-52 N2-11 S3-51 N2-12 S3-50 95cd AC-C-4 95cd ::u_ FWA-Cl Al \ / ---------------------------, BAR O$ Ivl� aoM RECEIVING M3-1 $ moo` \ c 15cd S3-7 N1-6 M3-2 S3-6 N13-1 N1-1 - AOM O DRY STORAGE M3-48 S3-75 I S3-71 N4-3 S3-2 MECHANICAL co WP i WP aM aM STAIR $ � �p; � ❑ i i ❑ � � M3-3 M3-4 - S3-76 N13-4 N4-7 c N4-8 c15c 15cd i STAFF S \o� S o $ o O 15cd O♦ / / \ 15cd 15cd 15cd TOILET S3O-5 N1-4 / \ / \ S3-4 N1-3 S3-3 N1-2 N4-11 I co co M3-5 STAFF LOCKERS STAFF LOCKERS POOL OUTLINE ��cm/p\♦ / HALL OS o OS HALL S 0 ♦o/ OS LOBBY c / ♦ c N4-2 S3-70 N13-3 S3-67 N4-1 S3-53 S3-49 N13-2 S3-38 N2-1 O 15cd i CLOSET $ s3-37 O mc STALL STALL MASSAGE ROOM j CABANA AREA I I BATHING ADA � � WASH AREA PEDICURE AND MANICURE S3-� 15cd M3-34 AaM � ELEVATOR s3-a Ni-7 $ I ❑ ❑ STALL STALL STALL WOMENS LOCKERS �0 i 15cd $ \°/ M3-35 AOM LOBBY SD I S3-6� S3-66 M3-52 15cd ° \ / 53-41 N2 2 ELEVATOR 75cd I I / \ CHEFS OFFICE I --- - i z N3-2 $ /°\ STEAM ROOM c O$ S3-64 HALL 53-54 N2-9 $PA5cd AN M3-4s M3-36 AOM c I SHOWERS N3-4 15cd \ / M3-45 N5-1-1 WP -- � O/°\ AOM RECEPTION ---------------- -------� ip\ 15cd r /I 53-47 N2-7 HALL f— N3-5 S /°\ N3-1 c 15cd MASSAGE ROOM AOM M3-44 M3-37 AOM STAIR �/ �I _—_ ' WP WP ADA STALL S3-63 N3-3 S �% ---------- - ------ - -- -- ------ ------ ---- --' ----- -- ---- O O O O O M3-38 AOM —- _' rr L— Li ------- ----- - --� SHOWERS LJ - -- \ / _ . / \ O O AOM ELEVATOR - - - p I nc ADA STALL 53-62 15cd 53-58 53-55 N2-5 S3-42 N2-3 $ 1 I O NM u -- N4-10 c N4-9 WP \O/o\ - O i IN S3-40 53-39 M3-39 J S3-36 M3-8 \p/ MENS LOCKERS N3-8 } / --- - - --- - - - S3-45 _ -- -- -J AOM M3-42 ------ x / \ 15cd --- _ - - ------------------ -- _ -, SPA OUTLINEyI N3-s HAIR SALON HYDRO THERAPY '` -- J KITCHEN JI SAUNA ROOM O s3-61 ,� YdASH AREA \ / AOM M3-41 - - - - ADA \`i _ - N3-7 $O/°\ O\�/ FACIAL ROOM AOM M3-4o ELECTRIC / CLOSET s3 5s N2-8 $ ° \�� ° STALL ! ! STALL . ° / \ OS STALL STALL STALL S S O s3-46 N2-6 O/o\ ELEVATOR N1-8 N3-9 S3 44 C_ S3-77 _- r, O O S3-57 j -� S3-43 N2-4 EQUIPMENT - - - - - -- -I- -1 - J I CLOSET $ I I S3 60 S3 59 I r I I - - --- - - --- --- - - - - - ----- --- - -- -- ---- --- ---------- - ------------— -- ---- - ----- - - - -- - --- -- - --- - ----- -- ---- - ----- - - S3-35 co - \p/ AUDIO VISUAL ROOM / \ o/ N5-2 Z./ \ 75cd Ll $ 0 A1M N14-1 IC�Ic S3-33 M3-9 N5-3 co /O\ N14-2 DAIRY FREEZER COOLER O HALL S3-34 15cd ° c MEET COOLER N1-9 TOILET 15cd O�o� OS PRODUCE COOLER S3-31 N5-4 -32 15cd -cr DRY STORAGE FIRE ALARM SYMBOL LEGEND NEW S3-30 N5-5 c $ O DEVICES S3-10 -- 53-11 SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER QUANTITY S s3-29 CLOSET 1 FACP FIRE ALARM CONTROL PANEL MIRCOM FLEX-NET 1 EC FM REMOTE ANNUNCIATOR MIRCOM RAXN-LCD 3 WINE CAVES p MANUAL FAN RESTART CONTROLLED BY 1 s3-2e FIRE ALARM CONTROL PANEL nc REMOTE POWER SUPPLY MIRCOM INX-10A 4 s3-27 ® CENTRAL OFFICE TRANSMITTER N S3-26 S3-12 WINE ROOM 95cd S SMOKE DETECTOR MIRCOM MIX-2351AP 129 PLAN NOTATION LEGEND (NOTE: SOME SYMBOLS MAY NOT BE USED) SMOKE CO FLAME HEAT DETECTOR MIRCOM MIX FC351AP 25 N5-7 c SHOWN AS DESCRIPTION SHOWN AS DESCRIPTION S � AUDIBLE BASE MIRCOM B200SR-WH SPRINKLER 1Q SUSPENDED PUSH-UP TILE CEILING = _ _ = SOFFIT / ELEVATION CHANGE SMOKE CO FLAME HEAT DETECTOR MIRCOM MIX-FC351AP AND MECHANICAL SS LOW FREQUENCY AUDIBLE BASE MIRCOM B200SR-LW-WH 44 ; poi O FINISHED TYPE CEILING (PROVIDE AN ACCESS _a _ _ STRUCTURAL I-BEAM (NOTE. ONLY SIRLMRE ♦ / HATCH FOR DEVICES INSTALLED ABOVE THE CEILING) IMPACTING DETECTOR SPACINGS SHALL BE SHOWN) _ N5-12 F MANUAL PULL STATION MIRCOM MS-710APU 21 St40 Q NO CEILING - OPEN TO DECK ---------- HVAC ZONE OUTLINE O HEAT DETECTOR MIRCOM MIX-5351AP 5 WINE CAVE S3-24 -- END OF LINE RESISTOR BEAM DETECTOR PATH � RETURN DUCT SMOKE DETECTOR MIRCOM MIX-22516 (PER MANUFACTURER SPECIFICATIONS)) (MNNiAIN AN UNOBSTRUCTED PATH) S R DUCT DETECTOR HOUSING MIRCOM DNR 1 0 53-23 o f ® RELOCATED DEVICE HATCHED AREA NOT IN CONTRACT � REMOTE ALARM INDICATOR LAMP MIRCOM RA100Z 9 HALL N14 4 AHJ STAMP BOX m m S3-25 S3-13 % DOHS-2 �M ADDRESSABLE INPUT MODULE (MINIATURE) MIRCOM MIX-M501 MAP 2 WINE CAVE E O O %♦ AOM aM m v S3-2 S -78 N14-5 M3-10 ADDRESSABLE INPUT MODULE MIRCOM MIX-M500MAP 30 N NNNNN � vs vs vs vs vs vs NM NM NM NM NM NM NM NM M3-12 M3-13 M3-14 M3-15 M3-16 M3-17 M3-18 M3-19 M3-20 M3-21 M3-22 M3-23 M3-24 M3-25 M3-26 DAIS-1 aoM ADDRESSABLE OUTPUT MODULE (RELAY) MIRCOM MIX-M500RAP 35 ,Z AOM aoM ADDRESSABLE OUTPUT MODULE MIRCOM MIX-M500SAP 2 STORAGE M3-11 0 _ RT RELAY - TWO POSITION MIRCOM MR-201/C/R 2 9 cd S3-21 FR_Lj 4 RELAY - FOUR POSITION MIRCOM MR-104/C/R 2 N5-11 - HOUSEKEEPINGLOBBY OFFICE ELEVATOR F O SPRINKLER WATERFLOW BELL SYSTEM SENSOR SSM24-10 1 15cd DRYERS co S3-15 \ / MECHANICAL $ p ♦ S3-16 � WEATHERPROOF AUDIBLE STROBE SYSTEM SENSOR PC2WK 4 O s3-1s /a\,O 1 O s3-14 N5-10 CEILING MOUNT (SET TO 95CD) S3-20 CEILING MOUNT AUDIBLE STROBE SYSTEM SENSOR PC2WLED 48 mc 15cd c (CANDELA SPECIFIED ON FLOOR PLAN) LAUN15 d WEATHERPROOF WALL MOUNT AUDIBLE SYSTEM SENSOR P2WK 9p IL�f\1 STROBE (SET TO 75CD) S3-18 N5-8 WP WEATHERPROOF CEILING MOUNT STROBE II MOUNT (SET TO 30CD) SYSTEM SENSOR SCWK 6 M3-29 T z TAIf� F \pi CEILING MOUNT STROBE SYSTEM SENSOR SCWLED 41 0 z / \ (CANDELA SPECIFIED ON FLOOR PLAN) co CEILING MOUNT CO STROBE (SET TO 95CD) SYSTEM SENSOR SCWLED-CLR-ALERT 53-1725 LINEN STORAGE AMBER LENS SYSTEM SENSOR LENS-AC3 O CARBON MONOXIDE DETECTOR MIRCOM C01224TR 2 ® FIRE SUPPRESSION CONTROLLER FURNISHED AND INSTALLED BY OTHERS 3 ELEVATOR CONTROLLER BASEMENT LEVEL DEVICE LOCATION PLAN � �R FURNISHED AND INSTALLED BY OTHERS 4 SCALE: 1�8 = 1 -0(PRIMARY & ALTERNATE RECALL) USED ELEVATOR POWER SHUNT FURNISHED AND INSTALLED BY OTHERS 4 EP HVAC SMOKE DAMPER CIRCUIT FURNISHED AND INSTALLED BY OTHERS 10 HVAC MOTOR STARTER FURNISHED AND INSTALLED BY OTHERS 22 ® SPRINKLER PRESSURE SWITCH FURNISHED AND INSTALLED BY OTHERS 1 REVISION DATE DESCRIPTION PRO EER ® 1 12-06-23 PRELIMINARY RELEASE FOR CLIENT REVIEW SPRINKLER PUMP CONTROLLER FURNISHED AND INSTALLED BY OTHERS 1 2 01-10-24 PRELIMINARY RELEASE ISSUED FOR PERMIT 3 03-12-24 PRELIMINARY RELEASE FOR CLIENT REVIEW m Fy M SPRINKLER VALVE SUPERVISORY SWITCH FURNISHED AND INSTALLED BY OTHERS 16 A 03-12-24 ORIGINAL RELEASE FOR CONSTRUCTIONB 03-28-24 REVISED HVAC SMOKE DAMPER CONTROL ' } � 0 SPRINKLER WATER FLOW SWITCH FURNISHED AND INSTALLED BY OTHERS 7 C 04-29-24 REVISED AS FIRE MARSHAL REQUEST DATED 04-19-24 D 05-30-24 REVISED AS PER ARCHITECTURAL PLAN DATED 03-22-24 No 070451 ROFESSIONP�' DESIGN & DRAFTING BY: INSTALLATION CONTRACTOR: FIRE SYSTEM DESIGN PROJECT INFORMATION: C.M. RICHEY ELECTRICAL CONTRACTORS, INC. 1055 STEWART AVENUE, SUITE 12 THE ENCLAVES 77 AIR PARK DRIVE BETHPAGE, NY 11714 56655 ROUTE 25 RONKONKOMA, NY 11779 ROBERT GRUENER: 516-852-6443 SOUTHOLD, NY 11971 NY STATE LICENSE NUMBER: 12000211256 FIRESYSTEMDESIGN@GMAIL.COM SCTM NUMBER: 1000-63-03-15 LICENSEE: CHRISTOPHER M. RICHEY, SR. GARRET GALINDO: 516-557-7892 OCCUPANCY CLASSIFICATION: A, B & R NASSAU COUNTY FM NUMBER: 2730234 GARRET.GALINDOOGMAIL.COM TEE• 631-471-7555 FAX: 631-471-7599 PAGE NUMBER: I JOB NUMBER: NOMINEE IN 2 OF 4 CMR-23-04 /M GUEST ROOM GUEST ROOH GUEST IiVI/M GUEST ROOM GUEST /4!/V1.1 GUEST R001f GUEST/il/t/Y GUEST/iWY GUEST W t7VET AIM t7VET RM O\+e SS SS SS SS SS SS SS SS SS SS 7S2-11 S2-51 S2-50 S2-49 S2-48 S2-47 S2-46 S2-45 S2-44 S2-43 S2-42 CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET OSET d J­ ii T_ I- L I --- L) BATH BATH BATH BATH BATH BATH BATH BATH BATH BATH o, WF s NM NM RTU-C-2 AOM M2-2 M2 _ -__ STAIR AOM M2-18 BATH _- 15cd �-1 M2-31 �`- O $ � O AOM �� CO 15cd CO RTU-C-1 95cd M2-5 M2-4 S M2-3 O ♦ / NM AIM O / ♦ $ $ � i♦ Ivl 0 S ♦o/ WAC I S I I K RTU-2-1 W ,sS2-2 N11-5 S2-36 N17-6 M2-28 S2-37 S2-38 N17-5 N11-4 S2-39 / ` AOM -- S2-40 N17-4 g S2-20 N10-1 M2-29 AOM M2-26 M2-21 S2-3 S / \ SERS2ER STATION CE MAKER O%o� F ELEVATORL $ I ` / \ / S2-35 N11-6 \ / SO S`4 / \ O_ /°\ 52-18 �N10-2 BATH BATH BATH BATH BATH BATH ') BATH BATH BATH STORAGE S ELEVATOR Rru-c-s �� MENS TOILET WOMENS TOILET l / \ cn cn ( _j � L 15cd S2-17 AOM p p o o p p o cn N ♦ / \c/ AC-2-2 J J J J S3 O ° O O AIM AIM - S2-24 N11-3 S2-23 N11-2 O M2-23 M2-22 ELEVATOR aoM MEETING ROOM M2-25 p p c� c� p c> / \ / \ � S2-21 S2-16 75cd $ \ / M2-6 f GUEST holly GUEST MY GUEST fiwlj GUEST MY GUEST fiwll GUEST fiwlf GUEST MY WaTfim GUEST MY Ec STAIR l \ / S2-6 N10-3 SS � SS SS SS SS SS SS SS SS / � S2-15 O 52-34 52-33 S2-32 S2-25 52-31 52-30 52-29 S2-28 S2-27 52-26 -- --- VESTIBULE AOM ELEVATOR LOBBY 15cd O M2-17 $ 0 S2-14 S2-13 G O ° --- -- --� CO � AC-2-3 �II 52-22 N11-1 c I J 7AC -- — ---- -- - N17 3 - --) MEETING ROOM r lM2-7 75cd M/ \ - j '-- J 527 N104 � L J 95cd Ec N10-5 AC-2-4 O - AOM MEETING ROOM 52-12 75cd M2-8 O$ O c S2-8 N10-6 im Iml O Im m l it I m dM IN I m l IN m I N10-7 IN m l IN I IIII IIII I IIII III I IIII IIII I IIII IIII I IIII III I In I I III I ICI III I IIII I III I IIII III ( IIII III IIII IIII IIII I IIII IIII I IIII IIII IIIII ill FIRE IIII IIII ALARM SYMBOL LEGEND NEW DEVICES IIII All IIII SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER QUANTITY II I II ImI III I m I IIII I m l ACP ARE ALARM CONTROL PANEL MIRCOM FLEX-NET 1 I m I m I it I m l I m FM I m l I m REMOTE ANNUNCIATOR MIRCOM RAXN-LCD 3 I m i it I11 IN CONTROLLED BY IIII II iii M MANUAL FAN RESTART ARE ALARM CONTROL PANEL 1 IN IN IN IN NAC REMOTE POWER SUPPLY MIRCOM INX-10A 4 11 EXTERIOR TERRACE Im III IIII ® CENTRAL OFFICE TRANSMITTER NAPCO STARUNK 1 IN IN I IIII III III III S SMOKE DETECTOR MIRCOM MIX-2351AP 129 IIII it IIII III S SMOKE CO FLAME HEAT DETECTOR MIRCOM MIX-FC351AP 25 iii i iii PLAN NOTATION LEGEND (NOTE: SOME SYMBOLS MAY NOT BE USED) m I H E SHOWN AS DESCRIPTION SHOWN AS DESCRIPTION � Iml III AUDIBLE BASE MIRCOM B200SR-WH m I III I m SMOKE CO FLAME HEAT DETECTOR MIRCOM MIX-FC351AP I 1III Q1 SUSPENDED PUSH-UP TILE CEILING = - - = SOFFIT / ELEVATION CHANGE I m I IIII SS LOW FREQUENCY AUDIBLE BASE MIRCOM B200SR-LW-WH 44 I IIII Im O FINISHED TYPE CEILING (PROVIDE AN ACCESS _ _ STRUCTURAL I-BEAM (NOTE: ONLY SrnUCiuRE F MANUAL PULL STATION MIRCOM MS-710APU 21 iii it HATCH FOR DEVICES INSTALLED ABOVE THE CEILING) IMPACTING DETECTOR SPACINGS SHALL BE SHOWN) IIII IN IN 30 NO CEILING - OPEN TO DECK ---------- HVAC ZONE OUTLINE j I IIII HEAT DETECTOR MIRCOM MIX-5351AP 5 It IN END OF LINE RESISTOR __ BEAM DETECTOR PATH PER MANUFACTURER SPECIFICATIONS RETURN DUCT SMOKE DETECTOR MIRCOM MIX-2251 B 1 i im ( ) (MAINTAIN AN UNOBSTRUCTED PATH) R DUCT DETECTOR HOUSING MIRCOM DNR iiii ®--�- RELOCATED DEVICE HATCHED AREA NOT IN CONTRACT I III III III Iu1 AN STAMP BOX /� M INDICATOR LAMP MIRCOM RA10OZ 9 I In I M IIII NWP3 IIII m aM ADDRESSABLE INPUT MODULE (MINIATURE) MIRCOM MIX-M501 MAP 2 IN O Im I dMYO - �M ADDRESSABLE INPUT MODULE MIRCOM MIX-M500MAP 30 RIU-2-5 2116 ]Mz s AOM ADDRESSABLE OUTPUT MODULE (RELAY) MIRCOM MIX-M500RAP 35 HV� AOM M2-15 RTU-1-4 xvA AOM AOM s ADDRESSABLE OUTPUT MODULE MIRCOM MIX-M500SAP 2 wF vs M2-10 NM NM IN LOBBY M2-11 M2-12 RL RELAY - TWO POSITION MIRCOM MR-201/C/R 2 95cd 75cd CO STORAGE CO ' _ O _ Ec $ � i♦ EcS i RL RELAY FOUR POSITION MIRCOM MR-104/C/R 2 52-11 N12-1 S2-10 N17-1 N12-2 S2-9 N17-2 RIU-C-5 RAC -_ ��� AOM F SPRINKLER WATERFLOW BELL SYSTEM SENSOR SSM24-10 1 � - RN-1-5 O WEATHERPROOF AUDIBLE STROBE AOM -CEILING MOUNT (SET TO 95CD) SYSTEM SENSOR PC2WK 4 --- M2-14 CEILING MOUNT AUDIBLE STROBE I o SYSTEM SENSOR PC2WLED 48 (CANDELA SPECIFIED ON FLOOR PLAN) R � WEATHERPROOF WALL MOUNT AUDIBLE STROBE (SET TO 75CD) SYSTEM SENSOR P2WK 9 II�L��ff��1J WP WEATHERPROOF CEILING MOUNT STROBE MOUNT (SET TO 30CD) SYSTEM SENSOR SCWK 6 \oi CEILING MOUNT STROBE SYSTEM SENSOR SCWLED 41 / (CANDELA SPECIFIED ON FLOOR PLAN) co CEILING MOUNT CO STROBE (SET TO 95CD) SYSTEM SENSOR SCWLED-CLR-ALERT 25 AMBER LENS SYSTEM SENSOR LENS-AC3 O CARBON MONOXIDE DETECTOR MIRCOM C01224TR 2 ® ARE SUPPRESSION CONTROLLER FURNISHED AND INSTALLED BY OTHERS 3 ® ELEVATOR CONTROLLER FURNISHED AND INSTALLED BY OTHERS 4 (PRIMARY & ALTERNATE RECALL) ® ELEVATOR POWER SHUNT FURNISHED AND INSTALLED BY OTHERS 4 2 N D FLOOR DEVICE LOCATION PLAN ® HVAC SMOKE DAMPER CIRCUIT FURNISHED AND INSTALLED BY OTHERS 10 SCALE: 1/8' = 1$-0n wAc HVAC MOTOR STARTER FURNISHED AND INSTALLED BY OTHERS 22 ® SPRINKLER PRESSURE SWITCH FURNISHED AND INSTALLED BY OTHERS 1 ® SPRINKLER PUMP CONTROLLER FURNISHED AND INSTALLED BY OTHERS - 1 REVISION DATE DESCRIPTION PRO EER 1 12-06-23 PRELIMINARY RELEASE FOR CLIENT REVIEW 2 01-10-24 PRELIMINARY RELEASE ISSUED FOR PERMIT SPRINKLER VALVE SUPERVISORY SWITCH FURNISHED AND INSTALLED BY OTHERS 16 3 03-12-24 PRELIMINARY RELEASE FOR CLIENT REVIEW o� Fy A 03-12-24 ORIGINAL RELEASE FOR CONSTRUCTION � O SPRINKLER WATER FLOW SWITCH FURNISHED AND INSTALLED BY OTHERS 7 B 03-28-24 REVISED HVAC SMOKE DAMPER CONTROLC 04-29-24 REVISED AS ARE MARSHAL REQUEST DATED 04-19-24 D 05-30-24 REVISED AS PER ARCHITECTURAL PLAN DATED 03-22-24 tis N�. 0 7 0 �FESSIONP�' INSTALLATION CONTRACTOR: DESIGN & DRAFTING BY: ARE SYSTEM DESIGN PROJECT INFORMATION: C.M. RICHEY ELECTRICAL CONTRACTORS, INC. 1055 STEWART AVENUE, SUITE 12 THE ENCLAVES 77 AIR PARK DRIVE BETHPAGE, NY 11714 56655 ROUTE 25 RONKONKOMA, NY 11779 ROBERT GRUENER: 516-852-6443 SOUTHOLD, NY 11971 NY STATE LICENSE NUMBER: 12000211256 FIRESYSTEMDESIGN®GMAIL.COM SCTM NUMBER: 1000-63-03-15 LICENSEE: CHRISTOPHER M. RICHEY, SR. GARRET GALINDO: 516-557-7892 OCCUPANCY CLASSIFICATION: A, B & R NASSAU COUNTY FM NUMBER: 2730234 GARRET.GALINDO®GMAIL.COM TEL 631-471-7555 FAX: 631-471-7599 PAGE NUMBER: JOB NUMBER: 4 OF 4 CMR-23-04 ORAWN BY, ` DATE: 07108116--_'� I __- CHECKED 8Y. 111Vf ORAWNG NO.: MC it7 Rd I JOB NO.: Main Road SHEET 1 OF UNAUTHORIZED ALTERATION OR ADDITION NO. -DATE DESCRIPTION BY I TO THIS SURVEY IS A VIOLATION OF -- ----- SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED �on TO BE A VALID TRUE COPY. R30,24LO GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE - 30 TITLE COMPANY, GOVERNMENTAL AGENCY AND 30.39 ��""` LENDING INSTITUTION LISTED HEREON, AND ISLA :•% �%I 3172 TO THE ASSIGNEES OF THE LENDING INSTI-- LO �� y TUTION. GUARANTEES ARE NOT TRANSFERABLE. 30.35 32 o NO. 1 05' s.�.�•M• 3 .'ram �33� WOODED AREA 31.20 fe.cor/\ 6.1'W 1 30.33 X31.85 ` fence 11.2'W�Y ,�•-�". _a' VIA I cn 3o.31 o n ` - X31.72 0 W Z - r33.7432 30.24 X31.33 •..a Z Z �. `l-- �.r X32.34 ^ � Q � a• _ "rl Q Z d•' fence a fTy e Q �3.6'W�j ' C 4 30.20 �. -' X32.21 31 Q~ 3(+ + 15.4'W + O O Q o W 30 ___---- x32.29 ; I � � w 1 z 33 Z - 32' i ,p V 33.78 O x 33.13 rM w fence W O 30 O �( C 01,,^', X29.74 7.9'w b / 2T N ?�° - X32.,0 32.81 1 X32.55 \ ! q 32.45 �2 1` ^b x� 59• x3,.a9 j i 30 7 �' �`� z9 WOODED AREA x31.69 T I � 29 fence X 32.516.94 t X31.91 / I / 1 rn� X 31.60 2 V X 32.21 i / fence �i X28.23 8.4'N.'/~I X27.89 fence 10 6'W fl X29.56 °+ fe.cor X 32.09 10.3''F�� 32 4.2'E X31.19 WOODED AREA r X 31.63 I 27.70 r c � X27.35 � rj X3t.44 GENERAL LINE ' x 29.68 � OF BOAT STORAGE t X?g.03 --ce °I AREA 8'9''y ° X27.38 j ' 1 31.22 X30.91 31 ` X27.21 X31.23 n Q WOODED AREA �y Z X30.61 ^+. X27.48 X27.57 Q V 31 30 27 tl0 Q 00 8.2'E 29 28 e.co, io X30.77 2941202w X27,06 . 0_027.90x30.73AREA / , X27.09 So°o 28 Q I 27 ^ fC COr� Fo I \ OR 75 ACRES ^, I X30.31 i N � 0 x3p.41 X29.56 X26.63 V Q ome o Qx28.17 ost o -tea .r1 i/ X26.57 -+°°'' 28 X27 27 68'E °. Q \ ,-••� � � frame post o 30^ � -x2648 .- _- -.---____.._____,. x26.84 _ ___..._._-__ _ __._ - _-_..__._.•.,. . w wl X29 92 X-19 X27]+. ,i X27.45 ,R . j r 29 fence 1r X26.21 ° stdrFodea " X26.68 t96 28 V }' - S.C.T.M. NO. 1000-63-03- 11.8'E � +fr d - J 17.2 X29.22 X26.74 X25 59 x27.15 27 WOODED AREA Q 26 1 ; 26 26.61 C X26.50 1'V 29 II C O WOODED AREA xz6.49 O C CONCRETE / MONUMENT h'1 GENERAL LIVE ` X26.04 C OF BOAT STORAGE X26.91 Q t� AREA , ' X 6 2'W 27.88 X26.25 END O ° a r ` CHAiN 1*1K'FEN;,r ` o 9.0'E o-0 ` WOOD POSTS -a ` 1 4 X26.28 a WITH NETTING i � o X26.18 ° J 25,97 c 3.4'W - hedge row 28 27,07 3 4'E X26.36 x"" 26.01 X26.22 Z X.-. 25.7 2 Q Q O X26.24 Q I X26 36 YvoODED AREA a 1 STORY FRrAM� o m o Q x25.77 X25.86 GARAGE S` X27.24 i x26.18 / 18 maple 7 0'E 14 cedar X26.50 3 Q 27 _ N 7C� 28 fence end _ _\ 26 4E9 S 26Sned cor - _- 1 26.38N 78.5 36 oak m 11 CONC v- t .r.___ n / 2.0'N MONUMENT 18 white birch 2C beech cluster 8.3 16 cedar' t 26 N S"ec co, I 26.03 0.21 •o,� ._ v 3 X ., .. ,eood fe.,or ?4.83 X 25.67 { 1, x ( on line cer,c /�/ A �•r�' fence 1 SHED C I METAL cover 1 cso-c! I• / `y, o - 0.1'S UTILITY 90.10 103•00 0 18 white birch 26 °, x25.81 I b °14 011 - W 18 spruce -� 8'50"W S�5 4 - a I S&7°5 EU]NI 22 white birch a 1 COR Aj Q F � m z sTo a2 S.C,T.M. N0. _ Z Bl. .I I i �� o 'rome .25.82 1 Z = :�� f000-63-03-16 walk CCP ]' I we Ie 7. LID 2 STORY FRAME ? 6' 2 ry RESIDENCE Ci S.C. .M. NO. I ]� 25.51 O ,r`8•• 25.t3 3.i z7so S.C.T.M. NO. Q "' O ltb 1000-63-0342 1000-63-0343 "*� c� '� , X'25 2.9 37.4 O Q1 i 25 z6 Q �31. c.C.T.M. NG. i X - 1�OC-63 03{� O I +\ ?2.7 25.42 ' _ acme s,. P- wo +.,,_: � 24 walnut 25.61 I 18 2r nut 526 I - �r cf 2 i walnut 5 3 - ~ - - - - ii_ _ c 2 _. 25 52 \ i .�t concret'- s - -- -"% d ?5.63 •• 25.35 WHITE TRAFFIC LINE =- - 25.89 / =c: 5.39 b 2 25.31 25 70 - -- 2'2Q' <r W TRAFFIC LINES 25.00I 8 DOUBLE YELLO 6.1 _ I ' _ u ',v ?"ie, •u, X- i - 25 6 V asphalt curb ;t,:h 25 0° -�AFFIC LINE cae,n 1'r'f t- 25.54 �� 26.03 25.82 catch - -_37 WE 3�UND LANE 25.94 WHITE TRAFFIC LINE 25.5t bosh � L5.83 cgoholt _Ih-S 25.77 ArD 'ry f,r� G rvement 25.85 ....fj FA5nQUIM !Jt''t 25.72 26.00��.-__ Q 25.5_ 25 66 -- LINE .Y _ 26.04 SIGN J 25.59 .-- _r_ C-p,�:, o:e 25.87 25.94 -� r°38 - - CONChETE 7. end of white -t` - J ',ty o SICN basin 25.86 _'- °Q curb -� -5, � colch le 25.58 z utility - _ X 25 e5 k pole �C_. --- (�y1l.30' .y .,.._- drop a / °> ="- - e2 +/ tl Q V 1MAIN ROAD 584°04150 WQ z = E 25 a m NYS ROUT TOPOGRAPHICAL t SUR"IrY 0 r�OPRTY -- SITUATED IN v, SOUTHOLD J LAND SURVEYING _ TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. o SUBDIVISIONS S.C.T.M. NO. 1000-63-03-I5 TITLE & MORTGAGE SURVEYS " _ r �f CA TOPOGRAPHIC SURVEYS SCALC P' = 40' JULY 7 2016 LAND PLANNERS SITE PLANS GRAPHIC SCALE JOHN MINTO, L.S. 40 0 20 40 80 160 PHONE: (631) 724-4832 1 1 1 IL- mill 1111 - LICENSED PROFESSIONAL LAND SURVEYOR. NEW YORK STATE LIC. NO. 49866 FAX: (631) 724-54-553 93 SMITHTOWN BOULEVARD SMITHTOWN NY 11787 ( IN FEET ) 1 inch = 40 ft. AREA = 294,202 SQL. FT ACRES DRAWN BY• DATE, 07108116OR 6, 75 CHECKED BY' JM DRAWNG Na.. Malty Rd JOB No.: Main Road SHEET 9 OF 1 BY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT SE CONSIDERED LROPIV TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY r c IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND /�NG n•`` " . LENDING INSTITUTION LISTED HEREON, AND �. �°" ��� '� '""'r TO THE ASSIGNEES OF THE LENDING INSTf— 'V' " ��' TUTION. GUARANTEES ARE NOT TRANSFERABLE. 03- 40 63- Now 100 1\ r _ ,^'x w C� 3 f,��„ `_,--•'"' i"•..�-�'" 8 birch 14 birth s _ '" o" .� 6 cedar � 1r`.�'^ `-; r,�r;;;r�l�'>T. 1t«ft ��g}}---•--A cedar B cedar 8 ceda % 8 cedar \ °7,1 ..r'•'":,s ,s--` _r_i",-v � 10 odor 6 cede Mn 12 beech 8 cedar �'"` i.i�" .' ✓ \ 10 cedar !� 12 cedar / '`\ fir �7 Min 10 birch-"O 6 War `' 8 cedar 8 ceder : �Mn 8 birch `8 birch "Q <•✓^^ �,s-� "�+~` �'O 8 birch 8 ceda�O b/ 10 cedar �-'8 cedar 8 ceder rc. 6 cedar 6 b'ach 6 ceder 6 Char 6 birch b 6 cedar--- ) 0.- O­6 birth 8 birch c� J 10 cedar �n 8 ceder O'er 6 cedar '' 8 one _ 8 cedar 6 cedar -�',t Q 8 cme, 8 birch p C+ --8 W �q 8 cedar duster 6 cedor '�. 6 cede L-J_ \ 6 ceder B cedar / 8 ceda 6 ceder ) Min 8 brain 8 once, 6cedar C� O'er-6 cedar 6 ceder ` 06 birch --6 cedar.� r• Q Z (a 6 birch 6 ' �^6 ceder bQ 06 cedar 0. _'� b lender �•` "� Q 06 cedar \ p, 10 birch GI_8 birch '� 6 radar O6 cedes 10 cedar \ 6 ender 10 ender ` O �► _ .` 12 cedar p_twin 8 birch cedar 1 0 6 V Q 8 birch Iwm 8 birch 6 birch 6 birch 8 cedar 6 birch___0 8 larch 6 cedar'0�p i2 cedar / w • ,,,,..•+ / 8 ceder 12 cedar (4 ceQ• p p 0.-6 cedar 0 08 birch 8 cedar beach /6 birch �r ; .._-. 8 cedar .. B Drcch / 6 brch 08 cedar duster i4 6 birch 6 birch 10 adar P 6 cedar 6 birch 6 ce iwJ 1 O __.- _..�. �'. ,�. t --.' • v Q 6� 6 ender p Q 6 I \ 10 birch 1'. P 6 birch / ` 8 color _ '; 1 twin 6 birch 6 birch 7 w torn 8 birch 0 p 6 adar 6 birch � { � 8 cedar fi cedar 8 cedar / 6 ceder cluster � �•O 6.birch•,{�`•�':B cedar Q m 1 w - j (/ / Min 10 birch 8 cedar 6 birch 6' Ct� triple 8 birch 1p 6 b'� 6 loci \ C A cedar �C�—8 teas, 6 Who' O-6 ceiar 10 cedar Q 0_ 70 ma a 70 plapk -- 1 OID birch / + 6 cedar d 010 cedar 6 Min 6 birch 6 birth 6 cedar- 6 Min 8 birch Q _ 6 birch 12 birch C�-- 8 ceder 10 ceder Q p twin 6 birch \�� 6 cedes 0--6 Leda .r \ G3 _ 6�,_0 "O F0 6 cedar B cedar Q 6 cedar-gyp \1`nr 8 birch OB birch 12 cedar 6 cedar \ 1 12 birch 1 vYlj 4' 06 cedar 08 cedar Mpk B Mrch 6 cedar � Q\ G 6 cedar 70 brch 8 cedar B War l.l''8 c°d°.. for I S��O�]Z�1 O 1 per- 10 dren 8 ender 6 c� �6 birch 6,fir 8 adar\b Cl/ f. ��\ irk, 06 brch 6 cedar 6 birch '� O G 6 cedar 10 cedar 8 cedar \ �/ i O8 brcM1 8 cedar G� 8 cedor b . 59 w 08 cedar 8 cedar cedar 6 ceder -� 010 birch 8 cedar- 10 cedar- 0 Q (}--6 cedar 10 cedar y q\ Cl-' s� -/ 8 edar 010 birch / 6 birch OB ender QCJ / 0 8 birch O 6 cedar 8 cedar 6 cedor'-� 6 cedar G�6 cedar �0.`6 birch 6ttdar 6 birch p---8 birch P� 8 birch 6 cede p 06 cedar tomb birch Q 8 cedar 06 ceder 06 arch 8 brch 1 06 birch �-6 ceder o-� ` 06 cedar \ 074 cedar �' 8 cedar 6 adar G 6 birch 10 birch 6 cedar 8 cedar B ender \ B birch Mn 8 ender t ,rr 06 brch 8 cedar 08 cedar 0-��8 red. 6 cede 4 I 6 adar / Qk G_ 6birch 6 ma le 01-twin fi birch :.,.'o-�A rch i 6 cedar 8 Mch p '� - 8 cedar 0 8 birch B Duch OB cedar �"�(� .•+ 06 birch y #'`" I birch 6 6imh 6 to A 1 8 l B Cella 12 Dlreh v'';�1L•EH;.tY, 66irch 6cedar d b (( _ 6 birch C� (�--8 cedar) r 16 birch / 6 maple 12 birch Otrin 8 birch (� q 06 cedar 06 cedar 08 brch Mm 8 birch ' \ 8 cedar Uc l3-�8 cedor 14 birch 012 meek 06 bird' -/ _ f-'i 6 cedar 06 brch 8 cedar',, ? 06 birch C3•._6 cedar ,.' „7 8 cedar car{ �• B birch cluster B cedar i 06 cede O6 cedar .: «ti �� GyO� 08 birch 0 trim 8 beech C 10 Dich 6 cedar B birth B brch �� fi arch p 6cedw P t0 birch, 8a ce0ar 08 arch O 06 cedar / 6 birch 6 cedar cluster � _- ` OB scar 0 10 War 18 Mrch 8 cedw 6 cedar 012 birch 010 birch V ��'6bkch;•�' a,=,}l 8 brch / // Iwin cedar 6 birch 06 cedar (� C'J -/ Min 6 birch _ 06 birch t� 0'\6�, 14 birch 010 brch 12 ceder G1 06 cedar 08 beech Otwin 8 birch 0 0 twin 6 birch 12 cedar o-10 birch _\11 birch Q\\ 10 birch ! twin 8 birth tr'pk 14 birch 08 cedar 8 cedar 6 rah 6 ceder 8 cedor 0.—6 ceder e O ) 8 Mrch 08 cedar 010 birch 10 birch _ arch r; Pr. 08 birch 8 btrcb rr •. 0—8 Mrch rn"(ft'�1 1Zv^fi~,-_tt 06 cedar 8 cedar 6�12 birch +^10 birth 6 birch 06 cedw 070 birth �'-6 mapk 06 birch 06 birch Bred,, G� 6 birch t4 Y•a, 1 k Min 8 birch 12 birch O�10 cedar �" t 6 cedar 10 ceda 1 08 cedw 08 cedar 6 cedar 6 maple 0--'-8 cedar 16 bYdr 6 cedar '�-6 cedar 0� ,.�--•----8 birch / 6 Mrch 8 cedar `C\ \ Q 08 sets, ,r 0 08 birch 1 8 maple ch Q f t .000993t 0 6 cedw I I 8 10 birch p.��6�r B birch 1 "� 6 Mrch 10 birch 000 12 birch 8 cedar 12 Mrch p/ twin 8 cede 12 birch B cedar r r C�--trio 6 birch ) O70 brcM1 8 ceder n ,t t ` d' } 10 birth 0 10 cedar O66 0 fBr,':•r t1La/^I`�L,L1, �11 Q '� G'7 / t_ 0--�6 maple 0 Mln 8 birch 12 p t, 8 cedor Q q II 06 birch 6 beech 18 one 8 cedar 8 mapk 11"1 08 cedar Q 10 cedar 6 m Mrch 0''� 8 birch 6 cedor � 8 coda 4 12 birch zo � "'h• ' 8;odor I \ O6 maple 0� 06 locust b� IO ba4 triple 6 aria• Z � I V �� I •r'C}__8 brch -0 08 cedar Q0`G�" � ` Iwin 12 birch / C�/ ol '� O j l 06 birch Win 6 arch 0twin 6 birds 1 12 dead tree 6 cedor 8 cedar 10 cedar Gf (3 8 cedar, B cedar 'u p� Ofi one 06 D'vch OMin 8 Nrch 6 cedar 8 mapk \ ceder Q P`• Q 7 \ p 6 birch 0'do O" b 0' / �`12 birch r 6 ceder 8 cedar Q I 06 ceder twin 6 birch 010 birch / P Iwin B trch 6«car 6 cedar I t, 06 birch / 6`� 1 } Gr /10 brch 6 birth 0� 10 birth B cedar Min 10 birch l 06 Mrch 08 Mrch ('J 6/fir/ G}--6 cedor 10 brch 6 cedar 6J1010 cedor triple 8 birch 08 brch 10 birch ,{f (f 6 map- 8 birchI •f, .` 06 birch 08 birch �" �8 cedar, 0. (�6 ceder p 6 birth �,,, <, // 6 ceda q 0•- 4, 6 cedar 1 06 bvch 10 cedar C� 6 cedw � 61-8 cedar 6 cedar 6 cedar \ B Mrch 8 mapk _ 1 }i _Wrcr 10 birch 6--10 ceder p 6 cede 0g'�ed\err B cede (�8 cede 6 arch 0-6 cedar B cedar 8 cedar O qtY� 6 cedar O ceder '� ,{7/ r 6 Mrch ,� / C�--6 birch 6cedw B cedor OB c r B cedor 6 cedar QG—6 cedar `''�6 birch i6 birch Q C� G� 012 birch 1 B cedar 1a`6 arch 6 birch I 0`'6 birch G��16 birch 6 adar _ 6 cedar 6 cedor 1 � 6 birch 0twin 6 birch { � �� 6 birch O6 birch 8 birth - twin 6 arch 6 cedar6 cedar� 0'-0�6 cedar'�' 10 birch h 6 Mrch 0,/ 06 cede n l7 I�r 6 birch 06 cedar 06 birch 0---Iwin 6 arch 6 adar 0 6 birch 0 6 cede 0--6 cedar �B cedars ! 6 cedar; 0 cedw 06 cedar \ C}._10 ce6r r�j G­6 tech Ofi ceder y 11'1 p 16 birch G3 K D 0---6 brch OB ceder cued 6 bee h C}` 12 birch Q 012 arch G_ 6 birch - !~ �- G� 6 brch 01—10 ceder 3"8 birch 0•� 6 birth / 10 arch ' 6 cedar d 6 cedar 5 p\ 12 mapk 6 cedar 6 cedar Gi-10 birch 0'---8 cedar 0 8 cedar cedar,a 1 triple 6 birch 6 birch_0 �C� 6 birh 6/Gig '� Min 6 cedar�•; Q _ t Gs1, �'O 6 arch twin 6 arch 8 cedor '� 0. G�_ 6 ceder 6 arch G�--6 cedar 0/_„ 6 birch 6 cedar �- B cedar 8 cedar B cedar 10 birch 10 arch �- 0^�8 birch `: J 6 birch IV 17y Min 6 Mrch 8 cedor 6 cedar 12 birch 0/ ID birch 06 cede 6 cedar f 1 6 arch 1 6 birch 0 12 odor 0� Min 6 cede G, :_r t"- •Y G 6 cedar 0' 6�r 8 cedar \ r 6 birch Q 9 O B cedar \6 cedor a-- '� 6 cedar 6 Dirch / ! 6 cedar N I' 14 seer 14 arch 10 birth 8 ceder 14 (�..�_ 6 cedar w TI O B birch b 0._•8 cedar ,�i 12 birch 6 sneer C�N cedw 8 birth�-0 6 cedar-O Gam--6 cedor00 8 cedar 6 cede( 6 birch 6 udar C3-^ 10 arch Cj.--r i 6 cedar 6 ceder 6 cedar �_8 cedar 08 cedar 6 cedar \ 6 cedw \ 8 birch `�\,!� P (�^--6 cedar \, 8 War 6 birch «• 8 cedar D ( 6� 6 birch A O ? 6 ceder E O Gl/ cedar 6 cedar / 12 birch 6"'epic 6 cedar 6 cedar ; 8 cedar y 6 birch 8 cedar (1 -6 birch + 1( 010 birch 12 birch G� 6 War 10 cakr � � 01— 0 8 birch Jl" !' --O G,�,` 6 birch O�6 arches'-6 birch C3~'12 birch 8 cedor .- 8 birch 6 maple 10 Dirch "'0 0 (�� 08 birch 6 cedar 6 cede 8 cedar ----' ' Od moon G}� 10 Drcch 10 birch 6 ceda �-� 60f 6 cedor 10 Mrch 6 birth 6 birch ,t i 11 cedar 6 birch C3- 6 mapk 8 War 6 cedar 8 cedar w :96 cedar Q.-�O--8 arch 6 cedar 10 cedar 6 birth� 06 older Pam'6 cedar twin 6 maple�{ O triple 6 mapk Q 6 cedar-'4� 6 birch 8 art" 6 birch 8 cedar � 6 maple I Q 0__ 0 6 brch 8 birch / / 0'�- 0 B Mrch 10 arch 6 maple�'� 8 cede, \ 6 cedar 6 maple S.C.T.M. N0. �000-63-03- � O O 6 arch 6 brch t'"e 6 r^°de 8 arch •ems 6 redar 06 arch C� 6 ceda O'_ Otwin 6 birth ( O" 8 birch 0-_ e 0 0 IC arc" 6 cedar 8 bhch 8 ki �I•� :z �- \ 6 Dirch �' s 6 mo 10 arch , t• 0 0.-�8 birth 6 Nrch (� G� 8 ceda 8 cedar 0j 0,/ 6 cedar 6 cedor 6 MrcA P 8 brch 8 arch 6 adar 8 mapk 26 arch 8 aria\b -/ /' O 6 hirdl twin 6 arch C� 6 cedor rs(/ Mier 8 birch 6 birch G� 6 arch 4�\ r 8 arch 6 brch \ 6 Mrch 000'"' O 6 cedor 6 birch 8 maple O-�irk - /8 cedor ,�s t'' d 6 cedar �- •,\ 6 ado 20 birch 0•-' D 6 birth�0 10 birth 0�0'- 6 kchi 6 cedar 8 ceder 8 maple C� 8 arch 1''�}Ui�V�' .�r. ~ 8 birch 6 locus, - 6 redo; �` 6 birch 0 6 birch Gj 6 birch -�� ( 8 maple 12 birth G/ n_,.�•_,....•'�^--�_..:, -h-, 16 arch C� 4--6 ceda 6 brch 0�-6`raD 10 deed " 1 1 '4 6 cedor 6 arch 8 cedar 6 cedar LI 6 birch cedor G. fi birch Br cedar fi maple �- '-_ 8 cedar r 6cedw 6 birch J� -� G"8 cedar twin 6 birch 8 cedw ,..:`�.. '� �+ 6 bi cD 3_6 birch 6 cedor '� 6 cedar C3---12 brcch 1 8 bast l '\ ,l fi brat, q\ r� i� O O� 6 mapk: Csl < "•�,�, 6 redar Td fps 8 birch tw;n 14 maples ` -1 6 Dirch 6 cedar I C� 0 6 MrcA i 6 cedor 8 ceda I " 16 mo Il 6 birch 16 Topic 8 cedar 6 birch \ In 8 arch 6 cedor r / 6 beech I G� 8 cedar 6 birch i `1 C3' 6 locust ) 70 bcust Y ,* - CAS' d / lain 19 mapk 6 birch triple t0 apple free Q 28 maple / 16 maple p (sJ O(� 6 birch � C � IT) raJ \ 18 maple Q -} 16 locusts •( q Min 8 birch 16 mapk 08 cedor ` t7 +� ( p \' t�� 14 maple 6 cedar 0 \ �y� y '! I, i \ 16 oak 6 mapk p \00_6 birch 012 cedar 8 p Custer 6 Drrh/_ �4 - 6 cedar _ _ -. s's `�' �•a O d mo le l 7 ' r 10 cedar 8 maple (j--8 mapk 6 birch \_1 0-_ 10 beech � 8 maple (�-- 6 birch + 8 cedor 8 cedar 06 oak �._quad 14 oak C3,` 8�0f G----6 cedor 11 oak ` twin 6 sycamore ;� 10 oak j 6 birch d C 10 birch-� 6 maple Book �` f ?6 mfaple 3111 0•'-' � 8 lacuel 8 oak 12 oak r (rj . G�•�--6 merle 12 oak wave f r 6 mapk 10 oak 0.10 ma 10 mapk 6 Mrch `/8 8rcbcust .,-�..•- 10 ock 0 10 epic / Gl r a` ;6 mapk Cl 8 oak . ' quad 14 oak 0� 10 oak / Q t Jp 0� 6 oak /14 wok .I i y O `6 mapk twin 10 oak CO 10 oak w 70 maple 12 mapk 8 maple Mn 18 oak O' 6 locust O I C� 'n TSf? �\ d 8 maple / 4 14 ook 0. f1 F�L;l y-�'J Jt / B birth O ? (10\ /6 maple 61cak 8 beech _\10 oak / }12 locust R C� 000 / 4L, t�14 oak �-10 maple G I ,r 8 mapk 6 dead ton 10 locust r ec M C quad 24 oak C3•-' IB deed 6 Dean �12 birch � ITr, Q 0'` ID 1 maple Q 16 deed 6 sycamore �° / 10 oak 1/oak I�Barth � ., � � fTi (� 70 twin 6 mapk Q 10 cok \ Cf 26°0k Iwm 10 deed \ �0- ` 8 maple 8 mapk V I ��I Tfj o' 14 maple 10 mapk C'J"/ _ „. _ - cedar oak f .. 8 od; _ 6 maple : -_.- ..-.; 14 r Q 8 beech ` 24 oak. . _-- 14 oak triple iB oak 6 ookr ..r / w i ! I 6 oak—4� °° -., , .. .,. 14 spruce 20 Dee e, _.-...-_-. 1"� �.$6 k i` 12 birch 10 n j - ` `.' _'. �• beech dust Z 11It— ` Qv^ 6 oak ii C3�" 'p `�' \ IB cedar b 14 mapk 1 Q r 26 mapk t` - . {•, .1 �)) �_16 mole 14 spruce co...;r 12 birch 51 p b 9 0' �1 3.00 --6� ,9 s u e r` 0.� O Q .tI OB oak ..,.:` .. t d 587058'50"W 585°14'401'W bench =6tbrtD ;;,,: tea -._i t� win 6 beech i + t C� q , Min 18 birch 1 0� \ \ C• { .� `\. 4` d 12 cedor Q _ r' 1 ,( �j 14 beech c t a S 47 �I 0.�14 beech '"\s -r' { 'a•;,^ - '� 1 _ 0'� •, t__..e. . i kR _- Z L. 14 Zl_ cedar—4 26 dead I jr S.C.T.M. N0. 1000-6 3-fir �.- � � .,.'. ? 1 '7' 14 Mtn a 1111 I a ,/ , C7 Q <.,, .1 Yes•- 70 vp -so a _14 bath„ mm on, 020 maple .. i ' r 1 S.C.T.M. N0. S.C.T.M. N0, G`6 nop;e 6 locust , a b tr; Z w �( f000-63-03-f2 III f000-63-03-f3 V3�.01 I n _ 4�6birch \ Min 6 dogwood `I9.6' ; f000-63-03-1 Q , 223 __-----tee; Ole lity ..J t _._ _____ -_ -- r ._.---- __ -•---y-__,_-_____-'„r.cs rev snlrwcrll: e root --- 1 fir hyd 27' NE catch ... - W L _.- }itTE TR Wv Pole w utility p _ ._- -- -- -" base TRAFFIC LINE asphalt curb _ _ _ catch C� DOUBLE YELLOW catch basin WHITE TRAFFI LINE W�STBOU^'D LANE basin WE MOUND ut L asphalt WHITE TRAFFIC LINE DOUBLE YELLOW TRAFFIC LINES rASTBOUND LANE pavement ------ Gf'IJ 'Y L/'1111C --� � WHITE TRAFFIC LINE utility catch CURBING Pr SIGN end of white lines utili'Y CONCRETE �c basin SIGN catch Z utility catch basin pol8 drop curb .��-- ---1 f basin pole � R � SIGN drop curbs `i walk --'— m — 191.301 Q, MAIN ROAID' 584004'5011W Q z TE 25 YS Rau TREE SURVEY OFTV SITUATED IN IG SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. S.C. T.M. NO. 1000-63-03-15 T ` 4 SCALD f" = 40' JAN. 30 2017 Q 49b66C` f 724-4832 ••�'�© 4 GRAPHIC SCALE s 40 0 20 40 80 724-54553 760 I Y 11787 ( IN FEET ) 1 inch = 40 ft. I H rai l.rc'-;Calcu1l tib.:"'§ b ,H;"+dr Le. VILLAGE PLUMBING &-HEATING NY 1648A LOCUST AVE BOHEMIA, NY 11716 631-750-9158 Job Name THE ENCLAVES HOTEL Drawing SP-003.00 Location 56655 ROUTE 25 SOUTHOLD, NY Remote Area 1 Contract Data File 122340-THE ENCLAVES HOTEL-LOWER LEVEL FLOOR-SP PLAN-(CURRE Computer Programs by Hydratec Inc. Revision: 50.5520.727 VILLAGE PLUMBING &HEATING NY Page 1 THE ENCLAVES HOTEL Date 01-26-24 HYDRAULIC CALCULATIONS for JOB NAME THE ENCLAVES HOTEL Location 56655 ROUTE 25 SOUTHOLD, NY Drawing# SP-003.00 Contract# Date 01-26-24 DESIGN Remote area# 1 Remote area location LOWER LEVEL-POOUCABANAS Occupancy classification LIGHT HAZARD Density 0.1 -Gpm/SgFt Area of application 1295-SgFt Coverage/sprinkler 168-SgFt Type of sprinkler calculated 1/2", 5.6 K-FACTOR #Sprinklers calculated 9 In-rack demand N/A-GPM Hose streams N/A-GPM Total water required(including hose streams) 166.58-GPM @ 36.73-Psi Type of system WET Volume of system(dry or pre-action) -Gal WATER SUPPLY INFORMATION Test date 7-20-23 Location HYD#820104000 &#820102000 Source of info SCWA CONTRACTOR INFO VILLAGE PLUMBING& HEATING NY Address 1648A LOCUST AVE/BOHEMIA, NY 11716 Phone# 631-750-9158 Name of designer FM Authority having jurisdiction NOTES: textl(35)-invisible 0 OF NEIV r F� 4"Q 07990 C� A�OFESSAON�'v� Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve VILLAGE PLUMBING&HEATING NY Page 2 . THE ENCLAVES HOTEL Date 01-26-24 City Water Supply: Pump Data: Demand: C1 -Static Pressure : 47 P1 -Pump Churn Pressure 121 D1 -Elevation -0.009 C2- Residual Pressure: 37 P2-Pump Rated Pressure 110 D2-System Flow : 166.575 C2-Residual Flow 2026 P2-Pump Rated,Flow 750 D2-System Pressure 36.794 P3-Pump Pressure @ Max Flow 71.5 Hose (Demand) City Water Adjusted to Pump Inlet P3-Pump Max Flow 1125 D3-System Demand : 166. 775 for Pf-Elev-Hose Flow City Residual Flow @ 0 = 4676.66 Safety Margin : 127.120 Al -Adjusted Static: 43.556 City Residual Flow @ 20 = 3465.84 A2-Adj Resid 33.215 @ 750 City Water @ 150%of Pump = 43.63 A3-Adj Resid 21.662 @ 1125 180 Al P1 168 + 156 2+ P2 p 144 R 132 E 120 S 108 S 96 A + 3 U 84 R 72 E 60 C1 48 2 2 C 36 Z'jAl 24 A3 12 L. 30R1600 900 1200 1500 1800 = 2100 2400 2700 FLOW(NA1.85) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary VILLAGE PLUMBING&HEATING NY Page 3 THE ENCLAVES HOTEL Date 01-26-24 Fitting Legend Abbrev. Name '% 3/< 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1 &E3 7.7 21.5 17 27 29 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 r Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary- NFPA VILLAGE PLUMBING &HEATING NY Page 4 THE ENCLAVES HOTEL Date 01-26-24 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PO See Information on Pump Curve 163.914 166.58 36.794 TEST 47.0 37 2026.0 46.902 166.58 46.901 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes S6 -3.02 5.6 9.0 16.8 0.1 168 S3 -3.02 5.6 9.94 17.66 0.1 168 5M -3.02 12.62 4M -3.02 12.7 3M -3.02 12.97 10M -3.02 13.04 11M -3.02 13.11 12M -3.02 13.2 1 -3.02 13.23 13M -3.02 13.41 14M -3.02 16.33 15M -3.02 16.6 17M -3.02 20.23 18M -3.02 20.53 19M -3.02 23.01 20M -10.02 27.6 21 M -3.19 29.72 TOR -3.19 31.8" BOR -13.52 36.73 PO -13.52 36.79 PI -13.52 42.92 BO -13.52 43.17 BI -13.52 51.17 FAF -13.52 51.19 UG -3.02 46.67 TEST -3.0 46.9 S9 -3.02 5.6 11.12 18.68 0.1 168 S4 -3.02 5.6 10.83 18.43 0.1 168 8M -3.02 12.55 9M -3.02 12.63 16M -3.02 16.05 S5 -3.02 5.6 11.53 19.02 0.1 168 S7 -3.02 5.6 10.9 18.49 0.1 168 S8 -3.02 5.6 11.61 19.08 0.1 168 S2 -3.02 5.6 11.53 19.01 0.1 168 7M -3.02 12.55 6M -3.02 12.61 S1 -3.02 5.6 12.02 19.41 0.1 168 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Iinal Calculations : Hazen-Williams VILLAGE PLUMBING & HEATING NY Page 5 THE ENCLAVES HOTEL Date 01-26-24 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf S6 -3.02 5.60 16.80 1 10.000 120 9.000 to 0.0 S3 -3.02 16.8 1.049 10.000 0.0943 0.943 Vel= 6.24 S3 -3.02 5.60 17.66 1 T 5.0 2.520 120 9.943 to 5.000 0.0 5M -3.02 34.46 1.049 7.520 0.3560 2.677 Vel= 12.79 5M -3.02 26.78 2.5 6.500 120 12.620 to 0.0 4M -3.02 61.24 2.635 6.500 0.0115 0.075 Vel= 3.60 4M -3.02 0.0 2.5 T 16.474 6.870 120 12.695 to 16.474 0.0 3M -3.02 61.24 2.635 23.344 0.0117 0.272 Vel = 3.60 3M -3.02 0.0 2.5 6.060 120 12.967 to 0.0 10M -3.02 61.24 2.635 6.060 0.0116 0.070 Vel= 3.60 10M -3.02 0.0 2.5 6.460 120 13.037 to 0.0 11 M -3.02 61.24 2.635 6.460 0.0116 0.075 Vel= 3.60 11 M -3.02 0.0 2.5 7.340 120 13.112 to 0.0 12M -3.02 61.24 2.635 7.340 0.0117 0.086 Vel= 3.60 12M -3.02 0.0 2.5 2.710 120 13.198 to 0.0 1 -3.02 61.24 2.635 2.710 0.0114 0.031 Vel= 3.60 1 -3.02 18.67 2.5 9.290 120 13.229 to 0.0 13M -3.02 79.91 2.635 9.290 0.0191 0.177 Vel = 4.70 13M -3.02 0.0 2.5 E 8.237 145.430 120 13.406 to 8.237 0.0 14M -3.02 79.91 2.635 153.667 0.0190 2.923 Vel = 4.70 14M -3.02 0.0 2.5 14.310 120 16.329 to 0.0 15M -3.02 79.91 2.635 14.310 0.0190 0.272 Vel= 4.70 15M -3.02 86.67 2.5 T 16.474 32.500 120 16.601 to 16.474 0.0 17M -3.02 166.58 2.635 48.974 0.0740 3.626 Vel = 9.80 17M -3.02 0.0 2.5 4.030 120 20.227 to 0.0 18M -3.02 166.58 2.635 4.030 0.0742 0.299 Vel= 9.80 18M -3.02 0.0 2.5 T 16.474 8.840 120 20.526 to E 8.237 24.711 0.0 19M -3.02 166.58 2.635 33.551 0.0740 2.484 Vel= 9.80 19M -3.02 0.0 2.5 E 8.237 12.770 120 23.010 to 8.237 3.032 20M -10.02 166.58 2.635 21.007 0.0740 1.554 Vel= 9.80 20M -10.02 0.0 2.5 2E 16.474 6.830 120 27.596 to T 16.474 61.778 -2.958 21 M -3.19 166.58 2.635 B 9.61 68.608 0.0740 5.080 Vel= 9.80 Computer Programs by Hydratec Inc. Revision: 50.5520.727 'Final Calculations : Hazen-Williams VILLAGE PLUMBING &HEATING NY Page 6 THE ENCLAVES HOTEL Date 01-26-24 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf S 19.22 21 M -3.19 0.0 4 5E 65.835 228.000 120 29.718 to 65.835 0.0 TOR -3.19 166.58 4.26 293.835 0.0071 2.096 Vel= 3.75 TOR -3.19 0.0 4 E 13.167 10.330 120 31.814 to B 15.8 51.351 4.474 BOR -13.520 166.58 4.26 A 22.384 61.681 0.0071 0.440 Vel = 3.75 BOR -13.520 0.0 6 T 37.72 27.360 120 361728 to 37.720 0.0 PO -13.52 166.58 6.357 65.080 0.0010 0.066 Vel= 1.68 0.0 PO 166.58 36.794 K Factor= 27.46 System Demand Pressure 36.794 Safety Margin 127.120 Continuation Pressure 163.914 Pressure @ Pump Outlet 163.914 Pressure From Pump Curve -120.997 Pressure @ Pump Inlet 42.917 PI -13.52 0.0 6 5E 88.014 161.640 120 42.917 to 88.014 0.0 BO -13.52 166.58 6.357 249.654 0.0010 0.253 Vel= 1.68 BO -13.52 0.0 6 2.890 120 43.170 to 8.000 ** Fixed Loss=8 BI _ -13.520 166.58 6.357 2.890 0.0010 0.003 Vel= 1.68 BI -13.520 0.0 6 E 17.603 1.200 120 51.173 to 17.603 0.0 FAF -13.520 166.58 6.357 18.803 0.0010 0.019 Vel= 1.68 FAF -13.520 0.0 6 E 20.084 10.500 140 51.192 to 20.084 -4.548 UG -3.02 166.58 6.16 30.584 0.0009 0.028 Vel = 1.79 UG -3.02 0.0 6 E 20.084 200.000 140 46.672 to T 43.037 67.425 -0.009 TEST -3 166.58 6.16 G 4.304 267.425 0.0009 0.238 Vel= 1.79 0.0 TEST 166.58 46.901 K Factor= 24.32 S9 -3.02 5.60 18.68 1 T 5.0 13.370 120 11.123 to 5.000 0.0 1 -3.02 18.68 1.049 18.370 0.1146 2.106 Vel= 6.93 0.0 1 18.68 13.229 K Factor= 5.14 S4 -3.02 5.60 18.43 1 T 5.0 10.400 120 10.831 to 5.000 0.0 8M -3.02 18.43 1.049 15.400 0.1119 1.723 Vel= 6.84 8M -3.02 30.67 2.5 10.050 120 12.554 to 0.0 9M -3.02 49.1 2.635 10.050 0.0077 0.077 Vel= 2.89 9M -3.02 37.56 2.5 154.720 120 12.631 to 0.0 16M -3.02 86.66 2.635 154.720 0.0221 3.420 Vel = 5.10 Computer Programs by Hydratec Inc. Revision: 50.5520.727 final Calculations : Hazen-Williams VILLAGE PLUMBING &HEATING NY Page 7 THE ENCLAVES HOTEL Date 01-26-24 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 16M -3.02 0.0 2.5 E 8.237 16.670 120 16.051 to 8.237 0.0 15M -3.02 86.66 2.635 24.907 0.0221 0.550 Vel= 5.10 0.0 15M 86.66 16.601 K Factor= 21.27 S5 -3.02 5.60 19.02 1 T 5.0 3.600 120 11.534 to 5.000 0.0 8M -3.02 t 19.02 1.049 8.600 0.1186 1.020 Vel= 7.06 0.0 8M 19.02 12.554 K Factor= 5.37 S7 -3.02 5.60 18.49 1 T 5.0 10.400 120 10.899 to 5.000 0.0 9M -3.02 18.49 1.049 15.400 0.1125 1.732 Vel= 6.86 0.0 9M 18.49 12.631 K Factor= 5.20 S8 -3.02 5.60 19.08 1 T 5.0 3.600 120 11.606 to 5.000 0.0 9M -3.02 19.08 1.049 8.600 0.1192 1.025 Vel= 7.08 0.0 9M 19.08 12.631 K Factor= 5.37 S2 -3.02 5.60 19.01 1 T 5.0 3.600 120 11.529 to 5.000 0.0 7M -3.02 19.01 1.049 8.600 0.1185 1.019 Vel = 7.06 7M -3.02 7.77 2.5 E 8.237 17.120 120 12.548 =. to 8.237 0.0 6M -3.02 26.78 2.635 25.357 0.0025 0.064 Vel= 1.58 6M -3.02 0.0 2.5 3.000 120 12.612 to 0.0 5M -3.02 26.78 2.635 3.000 0.0027 0.008 Vel= 1.58 0.0 5M 26.78 12.620 K Factor= 7.54 S1 -3.02 5.60 19.41 1.25 T 6.0 10.400 120 12.017 to 6.000 0.0 7M -3.02 19.41 1.38 16.400 0.0324 0.531 Vel = 4.16 7M -3.02 -7.76 2.5 10.000 120 12.548 to 0.0 8M -3.02 11.65 2.635 10.000 0.0006 0.006 Vel= 0.69 0.0 8M 11.65 12.554 K Factor= 3.29 Computer Programs by Hydratec Inc. Revision: 50.5520.727 ISSUES / REVISIONS NO. DATE DESCRIPTION 1" TO 12" MAXIMUM DOWN FROM 1 1-10-24 ISSUED OR PERMIT THE BOTTOM OF THE TOP CHORD 3-22-24 RE-ISSUED FOR BUILDING PERMIT 4-24-24 RE-ISSUED FOR BUILDING PERMIT 4 5-28-24 AS PER ARCHITECTS COMMENTS K 2 AA 2 O P 000-0 ID MAN MAN P-4 EI C 0IAW RN.3 SHOE ON AB S.�� NI� �A .HsLBI� NOTE TYPICAL ATTIC SPRINKLER LAYOUT ZURNMW MWELf M-MTO N.T.S. ROOF MEMBRANE SYM BE NSTALLED PER --- BE►STALLED PER SPEN"I m o MW,/ '� LEAD-ODATEDMVALFLASWX SPRINKLERS AT PEAK IN ATTIC TO BE INSTALLED WITHIN 12" 0M OR I LL B , HORIZONTALLY AND BETWEEN 1" AND 12" DOWN FROM THE BOTTOM OF THE TOP CHORD MEMBER AS PER NFPA 13, 2016 M.+,r-0 1/ ArF ,, Y wFsraE wM Y AHR SPACE wArEAPaooFra MEf6tA1E ' F`"° """° SECTION 8.6.4.1.4.2 COKOEM PLANK -SO SPRAY-EDAM N9AAWk CIM BDO'AS YANIF. BY SPRINKLER INSTALLED ALONG THE EAVE TO BE LOCATED NOTES: d � AT 5FT MINIMUM FROM THE INTERSECTION OF THE UPPER AND LOWER TRUSS CHORDS OR THE WOOD RAFTERS AND b Ia-MKWE PINK r/r b CEILING JOISTS AS PER NFPA 13, 2016 SECTION 8.6.4.1.4.3 MAXIMUM COVERAGE FOR SPRINKLERS IN ATTIC TO BE 120 SQ. FT. �;,I:OLK C,OLIA,T KE RY. CAR MECHANICAL R,L .. ic RUB-4-,E,IL�IAY -. :�= 4 SPRINKLERS TO BE INSTALLED IN ALL CONCEALED SPACES I Y CD6ED CELL E%IRIM Y E. '� ... . AS PER NFPA 13, 2016 SECTION 8.15.1.1 -�r•- STNETE FOAM BRANDS tt;.� E. 1�• ':T. It•r �►LONER tEYE1 FLOOR ....�.. ' , INTERMEDIATE TEMPERATURE SPRINKLERS TO BE �� AuTfs0�� FNN51, 1 INSTALLED IN ATTIC AND CONCEALED SPACE 4060 Sunrise Highway Oakdale NY 11769-0901 ,aY,FAY r/HYDROPH C BUILDING SECTION( 1QS1f1P (631)563-0201 Fax(631)563-9794 BNYL WA SCALE:1/A"=1'-O" POINTED 0%XREM FOUM SPRINKLERS THAT ARE LOCATED LESS THAN 7'-0" AFF 7/20/2023 SHALL BE INSTALLED WITH SPRINKLER HEAD GUARD Re: Results of Fire Flow Test Location:as noted As requested, below please find the results of fire flow test. This test was performed during period of low water demand. Such a test, usually,does not reflect the fire flow available under the conditions found in a high-water demand period. We have reviewed the past peak demand information that is available for this area. Historically,the static pressure in this area has been as low as 47 psi. You should adjust the flow test to reflect the lower static pressure prior to using it for any design work, such as a sprinkler system. You may need to adjust the flow as well. Always remember to account for any 5 6 17 20 21 25 difference in the ground elevation between the test location and your design site location as well. Any flow test, including one with a peak demand adjustment, only reflects the conditions at the time of 8 8a 11 1 the test and may not accurately reflect what fire flow or static pressure will be available in the future. It could be a higher or lower value.The fire flow or the static pressure available at any specific time will depend on system demand and the availability of water supply infrastructure. If you have any questions, please contact the undersigned at(631)563-0246, It is the closest test. Very truly yours, Daniel Penza,P.E. Distribution Engineering Manager 29 34 35 36 37 FIRE DISTRICT A&I SOUTHOLD XX PRESS HYD# PRESS HYD LOCATION MAP# 820102000 RTE 25 1ST HYD W/O TOWN HARBOR LANE 21-Q R-30 CaNnua,s NM.ARar, STATICDATE a"ROOM e aR Eerie, a ETOOo►�, sYs�Y, PSI IWALLED PER 57 7/20/2023 COORNNAIE WH Oft MAW. PHCH TO GRAN 1/r PER FL 1r CONORM PLAW ME-WRI. o a RESID PSI TIME OF DAY METAL PARAPET CAP ® ) m rDOD DECf 1RE5 ON PmEESrAL sYSRYI MANUF•Br ARi�HA,RA,c 37 11:10 AM FLOW HYD# FLOW HYD LOCATION COEF T.O.SECOND FLOOR FNISH _I E".+,r-D,/r A.F.F. _ 1 #N NOZZLE SIZE PITOT PITOT#2 GP FLOW PSI _- OZ E #1 M FLOW W @ 20 NO CEDAR SHIMES r Dais pLw 1 4.5 20 2026 2824 DPOSTIRE Ir SMAY-FOAM NSUAIM GPM FLOW 1 GPM PEAK ADJUSTED STATIC PSI ADJUSTED FLOW WMERPROOM MEIBMIE %mum"SOD'AS MNNIF. r METAL sWD r/men" b BY He�aEc 0 47 0 NSUATM(R-13 MEL ; HALL r-rCET® Ea i O© rw b a COMMENTS 56655 RTE 25 'a TOPPN PUIN r/rSLAB - - I Fe:srFLOOR F1HSH sN r, LOADWO =Y, b ® 1W RILb ® AMkrR THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER. INFRINGEMENTS WILL BE PROSECUTED. T� MFIBRAIE rATEAPROCFNO t•, •t- f"� r aIND DELL EKnWDFD POLY ARCHITECT: S„WC FOAM BOARDS CANrSw A N D R E W V.GIAMBERTONE&ASSOCIATES LDNEAA IE�L RISH FLOOR Y: • ARCHITECTS PC • r"•, t t BUILDING SECTION s•• SCALE 1/8'=V-0' THE ENCLA VWMF,.S HOTEL 62 --HEYFur rHnRDPHa�c Elm Street Huntington,NY 11743 Telephone: 631.367.0050 56655 ROUTE 25 Fax: 631.367.6636 GiambertoneArchitects.com SOUTHOLD, NY RESIDENCE RESIDENCE N TOWN HARBC LAND NOW OR FORMERLY OF ® � �. ANTHONY FORGIONE - w — S.C.T.M. NO, 100€}663 03-17.3 -Jt�._ F- LANE SPRINKLER CONTRACTOR: co (II'IPROVED,CONNECTED TO PUBLIC WATER) z a LAND NOW OR FOFMERLY OF DRAWING INDEX VILLAGE PLUMBING&HEATING NY INC S2 6 1648A LOCUST AVE LAND NOW OR FORMERLY OF O v O �-' VALERIE M.SCOPAZ BOHEMIA,NY 11716 VINCENT DOLOMITE&ILEANA DOLOMITE � �- 0 S.C.T.M. NO. 10(0-1 3 03-16 TEL:(631)750-9158 POOL S.C.T.M. NO. 1{}00 63-03-17.4 Q N z (IMPROVED,CONNECTED?J►PUBLIC WATER) ,EaPERVI - PROPOSEDss N Q" SHEET FAX:(631)750-9159 (IMPROVED,CONNECTED TO PUBLIC WATER) O � � � RESTA RAWrPA-Rrilw wGHSTOCKADE EMAIL:VILLAGEPHNY@GMAIL.COM r 1-- w m Woon PO$T3 (GRASS) FENCE p Z U _a"I WITH NETTIN^a PROPOSED BS HIGH LINE OF EXISTING EXISTING 1 STORY FRAME +E<18.5HIGH POIX- z ® z �-°—° STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND LICENSE 2603P H Wool >usTOCKADEFENCE REMOVE c o ° REMOVED INCORPORATED INTO MAM SPRINKLER ENGINEER: EXISTING If. I Ef f I►E e 1*fiACOUSTIC BARRIH2 C a FENCE PROPOSED I ° STORY FRAME REMOVE m RELOCATE EXISTTING 1 STRUCTURE - .O COVER SHEET FM PANT FENCE �� CART PATH rFoa ° , S07°44'40'E GARAGE TO REMAIN 314.U0' EMTEC CONSULTING ENGINEERS DPC „ , E, 29 oo� ,�, i _ SP-002.00 SPRINKLER NOTES & DETAILS 3555 VETERAN MEMORIAL HWY ` 1 r�vEa7ENT sD S07°38'1Q"E ) ��- _. ��_., L a ° ° °I _ .. �E�- � �� u SP-003.00 LOWER LEVEL SPRINKLER PLAN SUIT -�� jo o-o -�> �,, a ►r� Pv� n� Pv� Eta w� Q l... - " °° W� RONKONKOMA,NY 11779 �;..�, .�-q--�-�-�- n 1[nk Ts _,� n� ►"� - :.•;s7 a�'ro ExISTING WElI XT 249 to s _ sD w� !+�_ °�—" - - �t, a e D NEW PROPOSED TEL:(631)981-3900 E Talc�ra�' ��r a `� gj tea \ •:,7�i n❑ 5�RZQ DRIVEWAY �. \ / IRRIGA SWELL p e1 FAX:(631)981-3971 1� c SP-100.00 MAIN FLOOR SPRINKLER PLAN -- _'a° �' .: ;: �tisic Q _ EMAIL: PFREEMAN@EMTEC-ENGINEERS.COM I �Fct o SP 200.00 SECOND FLOOR SPRINKLER PLAN ° . . �� r� � I \ b 0 .. � ° ° 12� - -- ° °"snNG�° - M Z SP-200.00 ATTIC SPRINKLER PLAN t m / - v REMOVED••••••••••••• o �% rozSTORY I � � DESIGN BY: z • ° L___ j __.__-_..__...._a r STRUCTURE TO REMAIN z PROPOSED EVENT RM. o + w� j PROPOSED RE5TAURANT I N. BEMENn ARC -- ' a$EAT$ BUILDING INFORMATION W/BASEMENT �: an SF �' - - 11r2• SUITE 3S4 31 SOUTH STREET O ` o I----- r„ 1 I t FR27.5 ¢� o }�\ W + a RS'4' . . . MT.VERNON,NY 10550 O s— • O O �.— ' _ _ _I -----'� f CARD RS-W o }� I �.IH3ACK 19'S 9 EXIsnN65FRtlCTURE I W W EMAIL:info@f2mfadds.com ° _• " •_ • : 0 '� �� _ �, � a91$F . z Qz OCCUPANCY: RESIDENTIAL GRO R-2 �. TEL: (718)928-3009 X IAA ` •.:t' a _ s :: v '• i� 0 $ J d I B►Oe6� a e��s s_Q -�i+ w w :'2n 18 Q' v t7� a WALKWAY - b a -�o 0 0 _� USE: HOTEL 4 `u` a TRUCK EXISTING TO BE Z PROJECT TITLE 2 I vvavvv vvvvvv avvavavavvvaaaa nvvvvvvvv .OARING� - REMOVED Yn 1 - STORY: /�C 25' f 2 aaaaaaaa z 7C 1 vC]vvava • 1. �•' V 1 11 PAS ]ati b W BUILDING HEIGHT" 35 -0 I aaa THE ENCLAVES HOTEL a O sr� : 1 t ED X •,TYP. � WOODEN STOCKADE FENCE � '''� 154P _ _ _ W/A�� S.C.T.M. 100 0 63 3 15 56655 ROUTE 25 t s O so P.1^ fir• RT-0 o x �� —• �� : I —` 70 a w JURISDICTION: SOUTHOLD SOUTHOLD, NY COTTAGE 1 '0 28 0' 0 � b aso `� U X ® VN _ -_ - _ - \ 24'-0" a ° CARA ! n aaa (V 1l' O TW TW: 0 000 SHEII N04°�520 C t 000 178.00 I 3 E>tr ,11 a I� , ° 0 00 DRAWING TITLE 5 3 HOT COTTAGE 2 i p 000 . : _. 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NO. 1000-63-03-14 TUB sr TYPE 7a °� o o °°° (IMPROVED,CONNECTED TO PUBLIC WATER) +� [/.�] • —• FIRE PUMP TEST 7a O C ]aaa v 1 ♦•+• II O HEADER WI EH I3 L2 S �/ ]a a Ta cac Oob O 1 Y�•` �/ �Il GRADE EL27S OT NEW.-,PB OTHE CITY I MAIN a v C _ _ (!i •' •" b.• I 88 88 BB 88 88 88 B �B BY OTHERS _ _ : lG o - SEAL & SIGNATURE DATE: 01-26-24 1 HOT COTTAGE 4 O G• BW:27.20 BW:2725 _ _ v° °v ' E �' ( to ul y �B em SF �P� ;30S�—RAMP 0 _ ]C1 ❑ z t Tw:3o5 DRAWN BY: FM o s s _ BaN -t- = = a 0 4 ooa LOCUST ,��OF- R�IV CHK BY: PF �vvvvvavvvvvvvvvvvvv vvvvvavvvvvvvvvvavavvvvvvvvvv vnvvvvvavvv a ❑ -i DOD P � a.10M"• WALKWAY _ Ivvvvvvvavvvvvvvvvavv vvvvvavvvvvvvvvvvvvvavvvvvvv vvvovavvvvavav ❑ DOD rZ ��• �- - - - _ —11. 1 0 F1T.EHYtI.ANT °00 + ° o0O 2s Y 'f SCALE: AS SHOWN \ ' 12 " Ra' " "� _ 5 ��tIC F{? v vaa A1t0 + 4 I _:��:_ vvvaaavavvvvv vvvvaaaavaavvvv vvavvc°O ooa o t- ^ ' Z DRAWING NO. o ' R2o I g + C� _� _� LAND NOW OR FORMERLY OF GARBAGE • + R20 ! 9-0' �9_T ---- --EEEEEE�- � � `� NEW PROPOSED DRIVEWAY Q a ` JANETL.RYAN � � Ra' �, R4'� N N aaa '] O 34 �� `� g'I naa000� ( 079� SP-001.02 PROPOSED PARKING AREA CCU °Da IMPROVED,CONNEC ODT00PU3B CIWATER slcN Ro P� \ > R4'-0" �i 0 1 I 1 �uS4QN vvvv -{- nncvunnvnvvvavav .ilo❑ •i❑L"IGaL10........... d u❑DDDaD❑DD°aaDDa°DDloan ❑aa°DaaaDDaa°DD°a°°a � �27 go v JOB# 1 OF 6 34 cc DOB SPACE 616.5T LAND NOW OR FORMERLY OF 4-► SITE PLAN- CHARLES W.WITZKE S.C.T.M. INO. 1000-63-03-28.1 N.T.S. No5�3o'So^w (IMPROVED,CONNECTED TO PUBLIC WATER) 51.34' ISSUES / REVISIONS GENERAL SPRINKLER NOTES FOR BUILDING OCCUPANCY ALL SPRINKLERS ALL AS-BUILT DRAWINGS WILL BE FORWARDED TO THE FIRE W 0 R K I N S T A L L A T 1 0 N C R I T E R I A SHALL HAVE THEIR DEFLEG�TORS INSTALLED A.H.J. FOR FINAL REVIEW ONCE THEY BECOME AVAILABLE NO. DATE DESCRIPTION 1 . SPRINKLER SYSTEM TO BE INSTALLED IN ACCORDANCE TO NFPA 13, 2016 BELOW ROOF AND/OR CEILING ASSEMBLIES CONTRACTOR TO PROVIDE A CERTIFICATE STATING THE FIRE a 1 1-10-24 ISSUED OR PERMIT 1. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF AREA TO BE PROVIDED WITH SPRINKLER REQUIREMENTS 2 BETWEEN 1 " & 12" MAXIMUM DEPENDING ON THE PROTECTION SYSTEM IS INSTALLED IN FULL COMPLIANCE WITH e ` PROTECTION AND LOCATE EXISTING DUCT WORK WITHIN AREA THAT REQUIRE ADDITIONAL SPRINKLER PROTECTION TYPE OF ROOF AND/OR CEILING CONSTRUCTION NFPA & LOCAL AHJ CODE REQUIREMENTS AND THAT ALL �© 3-22-24 RE-ISSUED FOR BUILDING PERMIT BELOW DUCTS DUE TO INTERFERENCE OF NORMAL SPRAY PATTERN OF SPRINKLER HEADS LOCATED AT UNDERSIDE 2. 2020 NYS FIRE CODE AND BUILDING CODE TO BE USED AS FOR THIS PROJECT. CLASSIFICATION. APPLICABLE TESTS HAVE BEEN CONDUCTED @ THE CLOSURE OF FLOOR SLAB ABOVE. THE APPROPRIATE STANDARD AND YEAR SHOULD ALSO BE REFERENCED THE UNSUPPORTED LENGTH BETWEEN THE END OF THE PROJECT Q 4-24-24 RE-ISSUED FOR BUILDING PERMIT SPRINKLER AND THE LAST HANGER SHALL NOT A 2" MAIN DRAIN TEST IS TO BE CONDUCTED AFTER THE , N HYDROSTATIC TEST SS1P 4 5-28-24 AS PER ARCHITECTS COMMENTS 2. SPRINKLER INSTALLATIONS SHALL BE COMPLETE WITH ALL FITTINGS PIPES, BRANCHES, TESTS, DRAINS AND 3. SPRINKLERS THAT ARE LOCATED LESS THAN 7' -0" AFF SHALL BE INSTALLED WITH BE MORE THAN 36 FOR 1 " PIPE 48 FOR 1 4 LOW POINTS IN SYSTEM AND HANGERS. SPRINKLER HEAD GUARD PIPE AND 60" FOR 1-12" OR LARUR PIPE. AN INSPECTORS TEST REPORT IS ALSO TO BE SUBMITTED � � System No. C-AJ-2109 Hr 3 and 2- AFTER THE HYDROSTATIC TEST ® ® F RatingsSee Item 3 ALL ARMOVERS GREATER THAN 24" SHALL BE CONTRACTOR TO PROVIDE TAMPER SWITCHES ON ALL ( ) 3. ALL PIPING AND EQUIPMENT SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE. 4. COMBUSTIBLE SOFFITS, EAVES, OVERHANGS AND DECORATIVE FRAME ELEMENTS SUPPORTED BY A HANGER. Classified by T Ratings-0,2 and 3 Hr(See Items 2 and 3) FIRE PROTECTION CONTROL VALVES. WIRING BY OTHERS HANGERS AND SUPPORTS SHALL BE SPECIFICALLY APPROVED FOR USE IN SPRINKLER SYSTEM. SHALL NOT EXCEED 4 FEET IN WIDTH underwriters L1oratones,lnc. 1 " TO 4" PIPE TO BE SUPPORTED WITH 3/8" ALL NO DRAFT CURTAINS OR ROOF VENTS RE TO BE INSTALLED � rouL,a�s W Rating-Class 1 (See Items 2,3 and 4) THREAD ROD AND 3/8" HANGER ASSEMBLIES. WITHIN THE SPRINKLERED AREA'S. ° L Rating at Ambient-Less Than 1CFMlsgft(See Item 4) A. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED 5. SPRINKLERS SHALL BE INSTALLED UNDER ALL STAIRS THAT ARE ACCESSIBLE 5" TO 6" PIPE TO BE SUPPORTED WITH 1/2" ALL IN EXPOSED AREAS OF CONSTRUCTION WITH UPRIGHT ® L Rating at400 F-Less Than 1 CFMIsq ft(See Item 4) LOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND APPROVED. THREAD ROD AND 1 /2" HANGER ASSEMBLIES. SPRINKLER HEADS DUCT WORK AND OTHER OBSTRUCTIONS ITEM 013DRIDON M31 13MRIPTION 6. SPRINKLERS SHALL BE PERMITTED TO BE OMITTED FROM SKYLIGHTS NOT FIRE DEPARTMENT CONNECTION TO HAVE OVER 48" IN WIDtH SHALL HAVE SPRINKLERS UNDER THEM (D MECHIg4CL TEE coNNECION © PRESSURE GAUGE B. NO SPRINKLER PIPING SHALL BE HUNG FROM THE PIPING OF OTHER TRADES OR DUCTWORK. HYDROSTATIC TEST OF OVERHEAD PIPING @ EXCEEDING 32 SQUARE FEET IN AREA REGARDLESS OF HAZARD CLASSIFICATION THREADS CONSISTENT WITH LOCAL FIRE 20 4 SPRINKLER RISER ( 2 1/2•GROOVED RM MDDIAF AssEAMY HANGERS SHALL BE OF HEAVY CONSTRUCTION, SUITABLE FOR THE SIZE OF PIPE TO BE SUPPORTED. THAT ARE SEPARATED BY AT LEAST 10 FEET HORIZONTALLY FROM ANY OTHER DEPARTMENT. FIRE DEPARTMENT CONNECTION 200 P.S.I. FOR (2) HOURS. SPRINKLER aO 2 Ile BUTrERFLY VALVE WrH TAMPER SMTCH 2-FCVA DRAIN FEED 3 UNPROTECTED SKYLIGHT AND UNPROTECTED CEILING POCKET AS PER NFPA 13, TO BE A MINIMUM OF 18" AND A MAXIMUM OF CONTRACTOR TO NOTIFY FIRE MARSHAL 48 HOURS O Row svtrcti O9 2 1/2'GROOVED CHECK VALVE 3 0 2 2 1 2016 48" ABOVE GRADE. IN ADVANCE TO TESTING. 21/2-,n�,,,,� ,0 2-DUN RISER 4. SPRINKLER HEADS HAVE BEEN LOCATED TO COMPLY WITH SPRINKLER CODE REQUIREMENTS AND ARE APPROXIMATE. 7. SPRINKLERS INSTALLED IN SKYLIGHTS TO BE OF INTERMEDIATE TEMPERATURE ALL VALVES ARE TO BE EQUIPPED WITH IDENTIFICATION COPY OF CONTRACTORS MATERIAL AND TEST A A NFPA 13, 2016 SECTION 6.6.4 CERTIFICATE TO OWNER. iA 5. SPRINKLER HEADS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 8. SPRINKLER OBSTRUCTIONS TO COMPLY WITH NFPA 13, 2016 TYPICAL FLOOR CONTROL d a THIS SYSTEM IS TO BE SUPERVISED. THE METHOD OF SUPER- ABBREVIATIONS VALVE ASSEMBLY p p 6. PROVIDE METAL WIRE GUARDS WHERE SPRINKLERS ARE SUBJECT TO DAMAGE, AND SPRINKLER HEADS „ VISION IS SUBJECT TO THE LOCAL FIRE DEPARTMENT. LOCKING SCALE: NOT TO SCALE n 9. UPRIGHT DEFLECTOR TO BE INSTALLED AT 1 -12 BELOW CEILING/DECK THE VALVES OPEN IS UNACCEPTABLE. LOCATED UNDER HVAC DUCTS IN MECHANICAL EQUIPMENT ROOMS WHEN LOCATED LOWER THAN 7'-0" A.F.F. a ETC. ENFPA ARE NOT REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS AND WATER FLOW SWITCH - ELECTRICAL WIRING FAF- FLANGE ABOVE FINISH FLOOR1V ITHIN DWELLING UNITS IN HOTELS AND MODELS WHERE THE AREA OF AND ALARM WIRING TO BE BY OTHERS. BO- BACKFLOW OUTLET 7. ALL SPRINKLER HEADS THROUGHOUT THE FACILITY SHALL BE OF THE ORDINARY TEMPERATURE RATING DOES NOT EXCEEDS 24 SO. FT AND THE WALLS AND CEILINGS ARE AUXILIARY DRAINS ON ALL TRAPPED PIPING. BI- BACKFLOW INLET 5 0 4 4 EXCEPT AS FOLLOWS: ITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS AS PER 5 )16 SECTION 8.15.8.2 3 2" MAIN DRAIN - TO DISCHARGE OUTSIDE OR TOR- TOP OF RISER a. SPRINKLER HEADS IN SHOWERS SHALL BE OF INTERMEDIATE TEMPERATURE RATING (175- TO 225'). TO A DRAIN CAPABLE OF ACCEPTING THE FLOW. BOR- BOTTOM OF RISER SECTION A-A 11 . SPRINKLERS ARE TO BE INSTALLED IN ALL BATHROOMS THAT EXCEEDS 55 SQ. FT. HYDRAULIC PLACARDS - TO BE MOUNTED ON IABD- AUTOMATIC BAL DRIP b. SPRINKLER HEADS LOCATED CLOSE TO HEATERS, STEAM PIPING OR LOW-PRESSURE BLOW-OFF VALVE AS PER NFPA 13, 2016 REQUIREMENTS THE RISER. FDC- FIRE DEPARTMENT CONNECTION SHALL BE OF THE TEMPERATURE RATING AS REQUIRED BY NFPA 13 SPARE HEAD CABINET WITH SPRINKLERS OF DN- DOWN 12. INTERMEDIATE TEMPERATURE SPRINKLERS TO BE INSTALLED IN ALL WALK IN EACH TYPE, AND WRENCH. 1.Floor or Wall Assembly-Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150pcfor1600-2400kg/m3)concrete.Wan C. ALL HEAT GENERATING EQUIPMENT WHICH CAN AFFECT THE TEMPERATURE RATING OF THE SPRINKLER FREEZER AND COOLER BALL DRIP ON CHECK VALVE FOR FIRE DEPARTMENT CONNECTION. UG UNDERGROUND may also be constructed of any UL Classified Concrete Blocks*.Max diam of opening is 12 in,(305 mm). HEADS SHALL BE CLEARLY IDENTIFIED ON THE SHOP DRAWINGS PRIOR TO SUBMISSION FOR APPROVAL. 10-0 PIPE ELEVATION TO See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufactures. 13. SPRINKLERS TO BE INSTALLED AT A MAXIMUM OF 2 FEET ABOVE BOTTOM OF INSPECTORS TEST CONNECTION (IF REQUIRED) SPKLR 2.Steel Sleeve-(Optional)-Nom12 in.(305 mm)diam(or smaller)Schedule 40(or heavier)steel pipe cast or grouted into floor or wall assembly, d. SPRINKLER HEADS IN SKYLIGHTS SHALL BE OF INTERMEDIATE TEMPERATURE RATING (175' TO 225'). ELEVATOR PIT TO DISCHARGE OUTSIDE OR TO A DRAIN CAPABLE / APPROVED TYPE PIPE HANGER HEADS flush with floor or wall surfaces a max of 3 in.(76 mm)above the floor.If the steel sleeve extends above the floor,the T Rating of the firestop OF ACCEPTING THE F LW SIGHT GLASS AS R EQ' . NEW SPRINKLER PIPING system is 0 Hr and a min 1/2 in.(13 mm)annular space is required between the through penetrant(Item 3)and the periphery of the opening.The NOTES: 8. SPRINKLER HEADS MINIMUM FLOW & MINIMUM PRESSURE REQUIREMENTS TO BE BASED ON HYDRAULIC 14. SPRINKLERS TO BE INSTALLED AT THE TOP OF ELEVATOR SHAFTS WITH CONTROL IT IS THE INTENT OF THESE NOTES AND DRAWINGS W Rating does not apply when the steel sleeve is used. CALCULATION DESIGN DENSITIES. VALVES FLOW AND TAMPER SWITCH. HEAT DETECTOR TO BE WITHIN 24 INCHES OF TO COMPLY WITH ALL APPLICABLE PAMPHLETS OF 3.Through Penetrants-One nonmetallic pipe to be installed either concentrically or eccentrically within the firestop system.For max 6 in.(152 N.F.P.A. AND LOCAL AHJ ALL OF WHICH ARE AS FULLY A o 0 o mm)diam pipes,the annular space between the pipe and the periphery of opening shall be min 0 in.(0 mm,point contact)to max 1/2 in.(13 mm). SPRINKLERS 9. ALL SPRINKLER HEAD FINISHES TO BE APPROVED BY OWNER. PART OF THIS DRAWING ASS IF HEREIN SET OUT For VERBATIM OR, IF NOT ATTACHED, AS IF HERETO mm,point contact)to max 1-1/4 in.(32 mm).If the steel sleeve extends above the floor(Item 2),a min 1/2 in.If 3 mm)annular space is required 15. ALL PIPING TO BE HYDROSTATICALLY TESTED PER NFPA 13, 2016 ATTACHED. W �+IRAL MODEL Wt Y between the through penetrant(Item 3)and the periphery of the opening.Pipe to be rigidly supported on both sides of floor or wall assembly.For 10. CONTRACTOR TO COORDINATE CONNECTION OF NEW UNDERGROUND PIPING TO EXISTING WATER MAIN. LLI `Aqt MAINTENANCE DEVICE PROVIDE ALL FLUSHING AND CLEANING PER LOCAL JURISDICTION REQUIREMENTS. > systems with a W Rating,the max annular space is 1l2 in.(13 mm).The T Ratings are dependent on the size and/or type of pipe as shown in the 1 16. THIS SYSTEM HAS BEEN HYDRAULICALLY CALCULATED PER THE DESIGN CRITERIA, Q -j table below.The following types and sizes of nonmetallic pipes may be used: 11. PRIVATE FIRE SERVICE MAINS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA SEE PRINTED CALCULATIONS REPORT FRO DETAILS > j A.Polyvinyl Chloride(PVC)Pipe-Nom10 in.(254 mm)diam(or smaller)Schedule 40 solid core or cellular core PVC pipe for use in closed'` 3�1 M DRY (process or supply)or vented(drain,waste or vent)piping systems.For systems with a W Rating,the nom diam of pipe shall not exceed 6 in. 24 AND THE REQUIREMENTS OF THE LOCAL JURISDICTION REQUIREMENTS Y OILY PIPE VA 17. PROTECTION AGAINST FREEZING OF ALL EXPOSED PIPING, SPRINKLERS AND U W DRY PIPE AIR LINE TRIM (152mm). M 12. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 & ARE ACCEPTABLE TO BE VALVES IS 'THE RESPONSIBILITY OF THE OWNER B.Chlorinated Polyvinyl Chloride(CPVC)Pipe-Nom 10 in.(254 mm)diam(or smaller)SDR13.5 CPVC pipe for useinclosed(processor USED IN THE INDICATED AREA. NOTES TO THE OWNER = W 6'DRIP LEG WITH supply)piping systems.For systems with a W Rating,the nom diam of pipe shall not exceed 6 in.(152 mm). 18. AIR VENT TO BE CONNECTED TO ALL WET SYSTEM THAT UTILIZES METALLIC PIPE RISER U DRAIN VALVE & PLUG C.AcrylonitileButadiene Styrene(ABS)Pipe-Nom6 in.(152 mm)diam(or smaller)Schedule 40solid-core or cellular core ABS pipe for use 13. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 REQUIREMENTS FOR POSITION, THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED MOUNTED AIR51' inclosed(paocentPoly ropAer (FRP )Pip,-Nom6i waste or nt(152 m)diam. LOCATION, SPACING & USE OF SPRINKLER HEADS AS PER NFPA 13, 2016 REGULARLY BY THE OWNER OR HIS AGENTS IN ACCORDANCE D.Flame Retardant Polypropylene(FRPP)Pipe-Nom 6 in.(152 mm)diam(or smaller)Schedule 40 FRPP pipe for use in closed(processor WITH NFPA 25 REQUIREMENTS. COMPRESSOR supply)or vented(drain,waste or vent)piping systems. 14. FIRE PUMP/VALVE ROOM MUST BE HEATED AT ALL TIME. 19. SPRINKLERS IN POOL MECHANICAL AND POOL AREAS TO BE CORROSIVE RESISTANCE THE OWNER IS TO MAINTAIN SUFFICIENT HEAT THROUGHOUT THE 10 20. MAXIMUM COVERAGE FOR STANDARD COVERAGE SPRINKLERS TO BE 225 SQUARE FEET PREMISES TO PREVENT SYSTEM FREEZING. AIR IN TAKE FILTER FOR LIGHT HAZARD AND 130 SQUARE FEET FOR ORDINARY HAZARD. THE OWNER IS TO INFORM TENANTS OF PROPER CARE NECESSARY PRESSURE SWITCH RISER MOUNTED KIT TO MAINTAIN THE SYSTEM. 21 . MAXIMUM SPACING BETWEEN STANDARD COVERAGE SPRINKLERS TO BE 15' -0" IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, 22. THE AIR VENT REQUIRED BY 7.1 .5 SHALL BE LOCATED NEAR A HIGH POINT IN THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. 1 Z21) HP AIR COMPRESSOR THE SYSTEM TO ALLOW AIR TO BE REMOVED FROM THAT PORTION OF THE SYSTEM BY ONE OF THE FOLLOWING METHODS: (A) MANUAL VALVE, MINIMUM 1/2" SIZE (B) AUTOMATIC AIR VENT (C) OTHER APPROVED MEANS PIPING FOR BRANCH LINES PIPING FOR MAINS ARM OVER B.O. PLANK 1" to 2" 2Y2" to 8" 1 PITCH " GOOSENECK UP OFF TOP ® Sch. #40 71 Sch. #40 TO MINIMIZE BUILD-UP OF �-- MAX DISTANCE BETWEEN HANGERS CONDENSATION OF WATER IN THE T-STANDARD 0 Sch. #10 ® Sch. #10 IN THE DROP LEG TO THE TEST BRANCHLINE NOMINAL PIPE S 1.Z E (IN.) CONNECTION & PREVENT FREEZING 0 B.L.T./ XL EJ B.L.T./ XL „ „ „ „ „ FROM REMOTE 1 1 -1/4 1 -1/2 2 2•-1 /2 3 4 6 BRANCHLINE Dyna-Trd Dyna-Flo BETWEEN FT. 16 BARREL SCH 40 2-O 1 2-O 1 5-O 1 5-O 1 5-O 1 5-O 1 5-O 1 5-O „ E] Dyna-Flo 0 BlaseMaster (A' & 3") MAX FT. 1 THREADED GLOBE TEST VALVE IN __ 11� 1" TEE W/ PLU 1 TEE W PLU X BETWEEN 2-0 1 2-0 1 2-0 1 2-0 11 2-O 11 2-0 N/A N/A ACCESIBLE LOCATION W.L.S. SCH 1 O r I I 3 4"to 2" 1" SOLID STEEL TESTING PLUG (TO REMAIN�0 1" PIPE DROP REDUCER MECH'L TEE _BRANCH LINE CPVC ( / ) WHEN NOT TESTING) 1" 45 DEGREE GALVANIZED ELBOW w (WET SYSTEM) ALL FITTINGS TO BE UL FM APPROVED SMOOTH BORE CORROSION RESISTANT / TEST CONNECTION-1" PIPE NIPPLE OUTLET GIVING FLOW EQUIVALENT BLASEMASTER MEA #43488-M (Pipe & Fittings) FOR TESTING ONLY TO SMALLEST ORRIFICE SPRINKLER ON THE SYSTEM 1" THREADED UNION 1" GALVANIZED WALL PLATE & CROSS MAIN CEILING FIRECAULKED HOLE PENETRATION 2 CHROME DRY SIDEWALL HEAD CHROME DRY PENDENT HEA NFPA 13 SECTION A.8. 17.4.3 CONCEALED PENDENT TYPICAL DRY SPRINKLER ARRANGEMENT DRY PIPE SYSTEM TEST CONNECTION SPRINKLED, HEAD DRY SIDEWALL SPRINKLER DETAIL N.T.S.N N.T.S. CONCEALED PENDENT SPRINKLER HEAD DETAIL Flushing Flange or Blank Flange � ELECTRIC BELL SIGN TO READ "CALL 911 IF RINGING"Q a) SYSTEM SENSOR ELECTRIC M.J. X Fig.Ada ter '� BELL (WIRED BY OTHERS) FAF FACE OF FITTING TO WATER FLOW AND TAMPER SWITCH WALL DIMENSION All Thread Rod Finished Floor Slab 1 1/4" FDC SIGN TO READ MIN. SPRINKLER FIRE DEPARTMENT SHALL BE INTERCONNECTED INTO NOTE (31.8mm) CONNECTION" 2 THE BUILDING FIRE ALARM SYSTEM 2 1 4" HOLE DIA. ALL WIRING AND APPROVALS BY THESE DRAWINGS ARE THE PROPERTY OF THE / ALARM CONTRACTOR. A MINIMUM OF 10 PIPE CENTERS TO BE 6X�X2Y F.D. SIAMESE ENGINEER. INFRINGEMENTS WILL BE PROSECUTED. MAINTAINED BETWEEN BACKFLOW & FIRE PUMP Tie-Bolts - 1/8" CONNECTION. THREAD TO N " MATCH F.D. THREAD TYPE SUCTION FLANGE ARCHITECT: (Typ.of 4) 1" X 1/2" REDUCER 1 TO 12 MAIN FLOOR A N D R E W V.GIAMBERTONE&ASSOCIATES • ARCHITECTS PC • Hex Nuts & Washer (Typ. of 8) Concrete Thrust Block UG I 6 62 Elm Street 1 1/4" THR. BRONZE CHECK VALVE WITH Huntington,NY 11743 I I 2 27/32" DIA• BRONZE CHECK VALVE WITH O.S.&Y VALVE 3/32" ORIFICE IN CLAPPER 3/4" ROD I l( (72.2mm) 20 3/32" ORIFICE IN CLAPPER / Telephone: 631.367.0050 1 oR NOT LESS THAN 5'-0" Fax: 631.367.6636 1 15 16" DIA. CO O 21 GiambertoneArchitects.com 6" FLANGE @ 1 -0 A.F.F. (49.2mm) TOR 1/2" BRASS PIPEJ 1/2" UNION 6' 2 6' ,I " 23 _ g FIRE PUMP JOCKL PUMP Z CONTROL EL CONTROL -� 1 -0 3/4 ROD 1/2 (13mm) PANEL W PANEL 14 TURN COLLAR UNTIL ADJUSTMENT W ; SPRINKLER CONTRACTOR: TIGHT AGAINST SPRINKLER N a � 6"Off 6"Q JOCKEY PUMP VILLAGE PLUMBING&HEATING NY INC In -4 WRENCH BOSS. 8 m Q D 1648A LOCUST AVE FIRE SPRINKLER STUB-UP DO z gg 0p 2 3 6 a BOHEMIA,NY 11716 NOT TO SCALE N L" JOCKEY PUMP1 9 TEL:(631)750-9158 1/2-GLOBE VALVE PG E� PG FAX:(631)750-9159 (NOTE: CONSTRUCTION OF WALLS AND FOOTERS SHOWN SIDEWALL SPRINKLER HEAD D E A T I L �° 5 3 4 i � � EMAIL:VILLAGEPHNY@GMAIL.COM FOR REFERENCE ONLY. ACTUAL CONDITIONS MAY VARY.) I� LICENSE#2603P w 1/4" PLUG SPRINKLER ENGINEER: OR BOR 1/2"GLOBE VALVE \-1/4- PLUG VAL/VE THR. O.S. & Y. Po AUTOMATIC BALL DRIP ; •: O 0 O BI EMTEC CONSULTING ENGINEERS DPC 1 1/4" CHECK 12 13 • •w� ' 10 CENTERS=60" MINUMIM ROOF/CEILING DECK LOWER LEVEL VALVE :- 13 3555 SUIT METERAN MEMORIAL HWY co RONKONKOMA,NY 11779 z 6" SWING CHECK VALVE 2 BRONZE CHECK VALVE WITH TEL:(631)981-3900 EXT 249 g 1 750 GPM ® 1 10 PSI VERTICAL FIRE PUMP 17 FIRE PUMP CONTROLLER FAX:(631)981-3971 O 3/32" ORIFICE IN CLAPPER EMAIL:PFREEMAN@EMTEC-ENGINEERS.COM N O2 6" FLANGED OS&Y GATE VALVE WITH TAMPER SWITCH 18 JOCKEY PUMP CONTROLLER UPRIGHT TYPE 6" GROOVED BUTTERFLY VALVE W/TAMPER SWITCH 19 6" BUTTERFLY VALVE WITH TAMPER SWITCH UG SPRINKLER SECTION VIEW OF VALVE ROOM DESIGN BY: " 20 4" TO DRY SYSTEM IN ATTIC 4 6 CHECK VALVE 2 Spy BRANCHLINE SPRIG 4" TO WET SYSTEM N.T.S. 21 5 6" TO DISCHARGE TO SPRINKLER SYSTEM 0 31 SOUTH STREET 66 6" DCDA BACKFLOW PREVENTER BY OTHERS 22 6" FOR BACKFLOW TESTING SUITE 3S4 7 2" DRAIN VALVE @6" DRY PIPE VALVE FOR ATTIC % MT.VERNON,NY 10550 EMAIL:info@f2mfadds.com 12 HEAD BOX O 4" RISER CHECK VALVE t u I. : TEL: (718)928-3009 AUTOMATIC FIRE PUMP: 750GPM na,110 PSI IF?F F,DL AATIN c W HEAD WRENCH O WATER FLOW SWITCH �F p E PI- �� REDUCING TEE MECH'L TEE 10 6" SUCTION LINE ITT/A-C FIRE PUMP SERIES 1580,MODEL 6X6X11F-L UL/FM LISTED AND NYC MEA APPROVED VERTICAL FN-LINE PUMP PROJECT TITLE MOTOR RATED 75HP,350ORPM,208/3/60 ODP ENCLOSURE.MEA NO:357-92-E,VOL.II 18" TO 36" PLATE MARKED T-STANDARD 11 6" DISCHARGE LINE FULL LOAD CURRENT:211 AMPS AT 208 VOLTS TYPICAL. AUTO SPKR 12 PIPE SUPPORT FIRE PUMP ACCESSORIES: THE ENCLAVES HOTEL FIRE DEPT. CONN. RISER NIPPLE Volume of Attic Dry System O CONCRETE PAD 12" MIN HIGH SUCTION AND DISCHARGE GAUGES,CASING RELIEF VALVE,4"MAIN RELIEF VALVE,4"X 6"ENCLOSED WASTE CONE 56655 ROUTE 25 13 GRADE Diameter (in) Volume (gal) Approx. Len (ft) 14 6" TO TEST HEADER W (3) 2 1/2" FHV FIRE PUMP CONTROLLER ON BUILDING EXTERIOR/WALL TORNA TECH MODEL GPS UL LISTED/FM APPROVED,FULL SERVICE REDUCED VOLTAGE SOFT START PUMP CONTROLLER,DIGITAL TOUCH SOUTHOLD, NY CROSSMAIN 1 8.58 191 15 4" BUTTERFLY VALVE WITH TAMPER SWITCH SCREEN DISPLAY,PUMP RUN AND PHASE FAILURE/REVERSAL ALARM.NEMA 2 ENCLOSURE WITH 100,000 AIC.MEA NO. 121-02-E SIAMESE NOTE 1 1/4 9.36 120 16 JOCKEY PUMP JOCKEY PUMP SYSTEM: FIRE DEPARTMENT CONNECTION SHALL BE ON A STREET FRONT OF THE 3 90.50 209 GRUNDFOS MODEL CR3-12, 10 GPM @ 120 PSI JOCKEY PUMP BLDG. ACCESSIBLE FOR FIRE DEPARTMENT USE WITH OUT A POTENTIAL UPRIGHT SPRINKLER HEAD DETAIL Misc. 194.52 2 HP,3500 RPM,208/3/60 DRAWING TITLE HAZARD. FULL LOAD CURRENT:7.5 AMPS AT 208 VOLTS Total 302.96 WITH JP3 JOCKEY PUMP CONTROLLER WITH DIGITAL DISPLAY,FUSE CONNECT SWITCH,MINIMUM RUN TIMER,PILOT LIGHTS. FIRE MARSHAL'S USE ONLY NOTES & DETAILS SPRINKLER PLAN 1 " X ARMOVER (SEE PLAN) 1 " valve � BRANCHLINE SEAL & SIGNATURE DATE: 01-26-24 a DRAWN BY: FM TOP BEAM CLAMP >s ° ! d. TOP VFW �1 90 EL. ,�,GoFNE1vr CHKBY: PF e e n A SCALE: N.T.S. 1 "X 0'-2" NIPPLE -_, Beam Clamp DRAWING NO. ALL THREAD ROD 2" x 12" 1 " X DROP CONCRETE ANCHOR Nipple or equivalent 1 PIPE DROP �0 4'0 0799 o (SEE PLAN) 3/8 HILTI DROP-IN � � PP q ' � ,� � � ALL THREAD ROD - RoF�sslotlP� SP-OOLO2 BRANCHLINE A. T.Rod (LENGTH NOTED) 1 " X 1/2" R.C. (Length) ADJ. SWIVEL JOB# 2 OF 6 HANGER RING �-PIPE RING, NFPA13 I -'- CEILING SIDE VIEW PRDNiVIEW DOB SPACE �---- PENDENT W/ ESCT. 1 " valve Hanger Ring SUSPENDED CEILING � � HANGER No. 05 �--1 " Nipple and Cap or Plug CONCEALED PENDENT NTS AUTOMATIC AIR VENT VALVE FOR WET SPRINKLER HEAD TOP BEAM CLAMP ��; ;;; PIPE SPRINKLER SYSTEM DRY SYSTEM AUXILIARY DRAIN TYP . RETURN BEND ASSEMBLY SCALE: NOT TO SCALE DRUM DRIP CONCEALED PENDENT SPRINKLER HEAD DETAIL TYPICAL SYSTEM ONE & SYSTEM TWO NOT TO SCALE FOR EGRESS WELL REMOTE AREA 2- ISSUES / REVISIONS A1 NFPA 13 ORDINARY HAZARD#1 , B C D E F G H N O Q1 S NO. DATE DESCRIPTION .15 GPM 11200 SO.F.T 17 SPRINKLERS OPERATING 130 MAXIMUM COVERAGE PER ` 1 1-10-24 ISSUED OR PERMIT SPRINKLER HOSE DEMAND-250 GPMJiLLLL UP 3-22-24 RE-ISSUED FOR BUILDING PERMIT 0- 1 - - - - - - jPOME y - - - - - - - - - - - - - - - - - - - - - _ - I I 4-24-24 RE-ISSUED FOR BUILDING PERMIPao 4 3IBO LIN • EC-I.•/ RM/ /•-ob/ ° I I I I "SPRI ER RIS UP 2" /� 0 0 0 0 0 0 o c DR RISER I I I N N ^N ^N • / ' / ° / / D1 i '4; 1 I / I 1 ► 1 I ° C15a ° - - / O \.I �. 1 I Y"FLOOR CONTROL VALVE 1 / ASSEMBLY 7 1----------- -------- ---1 ----- ------------------- ----------------------- -------1 ---------- -------------1 I ^ BOWLING 1 - - - - �3 ° fl� tAECH. R / I-1 _o 1-1^ i a C19 - - - '-12, - I / O la / O- I I I I I , I I I I BAR 0-3 1 /\ \ 1 I I I I 1 C32 I i _ , , - , , , 1 GYM I I LOADING ^ ' T S I I 1 1 I I j x , C 15 ^ O O l O \ I I 0 r 1 3M AN S I �o I I x 1 1 I I M 1 G17 24 TI-Ji I I ^N N ^N L -6 3 -6 3- 6 0 - 1 4 1 7-1 o I -1 2- 11- 2- -0 -0 90- 8 10 1 2M I 10M I 11M 14 12M 9 2- 1 -0 I 1 I -9 1 __ _ -0 8 1 -0 1-7 1 -5 5-11 I I 1 C18 14M -2 1-11 &C 5-4 8- t 0- / I - 1 11 I � 1 � t I � 1 � t I I ° 5- 4- ° co m m 10 - - ---------------) ------ ----•--- ------------------- ------------------ ------- --- --�-� ------------- - SE STAIRS o/ 10 - - -,- �--I - - - 1= - - - - - - - - - - - - - 1 - -------- --- I -r I p o I fi I 1 i- 1:2 -- ^-tfi- ^, 3-214 - 0 0 - ° 4-1014 1 POOL i _-_ --_-_-_-_-__-_- _-_-_- 0 0 0 \ o o 18M t STA F W.C. STAFF LOCKER RM. #1 STAFF LOCKER RM. 1 C31 i I � - C12 as C14 12 s3 / I I / i - POO I I I I // 4-to ^ I -0 1sM --- _ / I - -� t - - - t I -j I�-- - -1 5- M -6 • t -0. ,C7f- r 1p 9 - - - I(�I \ 1- POOL CORRIDOR 0 1- Y. I I I i 17M ; 12Y ,, � _ o \'J 1 S I }� �5 I C31a 15M 5 4 4 11 1 r I -1 t 0 - sM 1 1 / I lal 1 - O „ ea I T S INKLERS TO BE �i , M k NOTES: �_ ___ J I �C 7a F TH TT ARE ACCESSIBLE ALLED BELOW IR I _ - --- -_ I- --- - ----- --- ----_-----------_------------_--- ------_- -- --40----------------- / ^ 1 S - _ - - ------ --- -- ------------------------- ------ ------� --------- - I - - - - i SHR. - \ O - 10- PED.C21M,�N. ,, L i- ,..� S RINKLERS TO BE .. 1 S I I I � \ 1 1 I TALLED AT MAX 2'-0" Co WOMEN' OOL BATf4 & CHA G RM. I I MASSA E RM. i`t -1 4-10 { �I S5/ C, - ^ " O ' \ _ \ C2 MECH. V. ;= { \ BOVE BOTTOM OF ELEVATOR PIT 1_ I ABANAS. / .. ' I l�l I C29 I I x �, \ I , , _ - ' 1 �7 1 1 I ao ao t,.. r I ,.� 1 ICI "'„ MASSA E RM. I .� AR STAIRS i �, / / h'I -- },. I i/ I r, N, i i Izl ,�, i 1 I / SPA ''�' / C2 -43: 4"DRY RISER 234 i I x C I 7-s o % i -6 7M 1 -0 8M 11 sM 1 - 1 -0 - 1 -0 I 10 2-0 1 7 0 y I -0 I I -9 7- I I 2-0 / -9 5 -8 ° "o o' I / I x I I I I I 8M L 16 :. --� -- ------_l,�- - ---_•---- --------- --- __�_---------_--_ __---_ --- -- - ---------_---- - 9cv a't Bn' - 0 N I 1 - - - _I I - - I 1 - - - - - - MIT ------- ------- - J1 ------ �I --------- - 1 - - --------- ----------- � 1 1--- �--�--�------ � 1 1 � JUICE B R I 1 �~ I I 16 / 1 I �o/ I _ I I / o / - io -0o I I 41) o I I o' f °° ^ao �mt 1 �o� \ / I 10 ' ° / I i / I I i i i i i \ ^�' EL AT R OBAY SPRINKLERS TO BE x i x �,}� /I ✓ / I 1/ / I I 1 , , x ^°i ^o - 0 _ � 1 y � I 5-9Ye -0 SPRINKLERS TO BE INSTALLED BELOW STAIRS t, n 1 / / I I i 1 I I I 1F L RM. THAT ARE ACCESSIBLE SP I I MEN'S P L BATH CHAN RM. _ I o 1 INSTALLED AT MAX 2'.0" 1 iIRR- s1 I I 1 i I I 1 p 3-t o , WASH \ / C26 -t 4-10/ / S7 / i SAUNA 0 C2 SALON �RY^/ I 'I s4/ I I _ 1 , C30 SHR ^1^ M ABOVE BOTTOM OF HYDRO ELEVATOR PIT 0 C22 RO THE \ x ' I 1 --------- l / I / /� I i / / O HAIR C23 o - E-PANEL RM. / I 1 / / - 7 ' --------- N / CO ° t 1 i / t--I i i / i i U i L---- 1 1 V - - `�"ti':r:�:<utit: ;•'r';Sr.siQ:1;: --- -_- --- __-_ --__ -- -_-- ---- ---------- --------- -_- --- ---___-__-�____--__- -- ITCHEN I ° Col 5At 3- -0 to I LT I I I I REMOTE AREAL A C08 0 I I LJ Li LJ Li NFPA 13 LIGHT HAZARD 1 -6 -1 -10 .10 GPM 11295 O E F.T 20 9 SPRINKLERS OPERATING I I 225 MAXIMUM COVERAGE PER I ^ 5-91f 3-2li -ILI 0 SPRINKLER HOSE DEMAND-100 GPM 2 Sprinkler Head Schedule I �, Symbol Count Thread K-Factor Description Note fuIAT�HL()yE�= _ �- - - MATCHL(NF "R" NOTE ® 174 1/2" 5.6 VK462 1/2 QR 155 B CC STANDARD COVERAGE CONCEALED PENDENT SPRINKLER I o ELEV. LOBBY CO RID. QQ 94 1/2" 5.6 VK300 1/2 QR 155 B UP STANDARD COVERAGE UPRIGHT SPRINKLER `z`� -�\ � I SPRINKLER SYSTEM TO BE INSTALLED AS PER 2016 - NFPA 13 REQUIREMENTS Q ® 4 1/2" 5.6 VK300 1/2 QR 200 B UP STANDARD COVERAGE UPRIGHT SPRINKLER \ I I I ® 2 1/2" 5.6 VK302 1/2 QR 286 C PDR STANDARD COVERAGE RECESSED PENDENT SPRINKLER I ° t -s ° 11 -to 5-cm -0 6- 1-.I. 0 6 1" 5.6 VK172 1/2 Q-3.00 200 C PD STANDARD COVERAGE DRY PENDENT SPRINKLER FI Q 4 1/2" 5.6 VK305 1/2 QR 155 B HSW STANDARD COVERAGE SIDEWALL SPRINKLER - _ - - - - - - - - 21 22 - NOTE 284 = Total Number of Heads This Floor 5- 3-2Ye - I I I 06 SPRINKLERS ARE IVOT REQUIRED IN CLOTHES - CLOSETS, LINEN CLOSETS AND PANTRIES WITHIN _ DWELLING UNITS ITV HOTELS AND MODELS WHERE THE CL. -10 s- -4 3-9x ' I I I I 3 g AREA OF THE SPACE DOES NOT EXCEEDS 24 SQ. FT _ o I I III o AND THE WALLS AND CEILINGS ARE SURFACED WITH l NONCOMBUSTIBLE: OR LIMITED COMBUSTIBLE o \/ MATERIALS AS PER NFPA 13, 2016 SECTION 8.16.8.2 A All 24 5-414 1 -7 _ -- 1 � 0 WINE CA C04a / 2S IT t t 1 0 , -o - , , -5 I I 26 - ,. -` l - I ,7 THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER. INFRINGEMENTS WILL BE PROSECUTED. ' I 3,. " ® I WINE RM. MECHAN CAL RM. ARCHITECT: I _ _ 2 8 - - - I - - C04 I C 5 A N D R E W V.GIAMBERTONE&ASSOCIATES I I -5 I I • ARCHITECTS PC • I \\ N M o 62 Elm Street q 29 Huntington,NY 11743 NINE CA� ° 1 ;v.: .. C04b -3 I Telephone: 631.367.0050 Fax: 631.367.6636 f GiambatoneArchitects.com - - - - I T -FRONT VIEW _ _ _I _ _ ° I SPRINKLER CONTRACTOR: D�� SCALE: 3/8"=1'-0" �N - 004 I ISOiVill I FN VIEW SCALE: 3/8"=1'-�" I VILLAGE PLUMBING s�HEATING NY INC VE SCALE: 3/8"=1'-0" I BOHEMIA,NY 1UST 1 16 TEL:(631)750-9158 FAX:(631)750-9159 EMAIL:VILLAGEPHNY@GMAIL.COM I _5 LICENSE#2603P 0 120 0 _ SPRINKLER ENGINEER: , I STORAGE MECH. 14 0 EMTEC CONSULTING ENGINEERS DPC 0 0 1 C01 a \ -5 6 2 3_1 ° SPRINKLERS TO BE 3555 VETERAN MEMORIAL HWY I 1 -0 N / N INSTALLED AT MAX 2'-0" SUIT M SEE DRAWING SP-001.00 `� 0 1 o y / ABOVE BOTTOM OF FOR CONTINUATION 3-11 1 -° - CO RIDOR I�,� I ELEVATOR PIT RONKONKOMA,NY 11779 I I - OR 1 4 01 I 06 FAX:(631)981-3971 TEL:(631)981-3900 EXT 249 O HOUSEKEEPING OFFI E 4 I Co3 , I EMAIL:PFREEMAN@EMTEC-ENGINEERS.COM 6"CHECK VALVE11 Iv 0 I 2 R I -0 ° -s : ...•,� ....: DESIGN BY: PO - - - N 6"UP TO FD SIAMESE OLATED 5 _s 31 SOUTH STREET CONNECTION ^ril ° SUITE 3S4 6"UP TO FIRE PUEl MP o / I \ MT.VERNON,NY 10550 TEST HEADER I /' [ """ 1 6"FOR BACKFLOW TESTING f LAUNDR t 1 1 I 1 EMAIL:info@f2mfadds.com ""�'"'� .. TEL: (718)928-3009 _ TO BE TIED INTO THE DRY 1 -0 ° -9 1 -0 -9 -3 ° t -6 ° SIDE OF THE FDC LINE I D ISER �o o / , \ o P f II PROJECT TITLE SPRI ER RIS UP 2" 6"CONTROL VALVE MINIMUM OF 10 CENTERS FaF uo O // 2 0 -2 ' ° C15a ° S _ TO PUMP FLANGE - - _ IN. STO "GE - - - - _ - _ _ - y"FLOOR CONTROL VALVE - - - - --- 36 THE ENCLA VES HOTEL ASSEMBLY •'"" " I I I la Ell [El 6 6 , I 56655 ROUTE 25 I c _ 6"FIRE SERVICE I I SOUTHOLD, NY p 8 _ _ BY OTHERS- ^^ 8° \ N N - 1-11 61 O P R DRAWING TITLE - o FA SE STAIRS FIRE MARSHALS USE ONLY LOWER LEVEL SPRINKLER PLAN I;; iau= o I STA F W.C. TAFF LOCKER RM. #1 STAFF LOCKER RM. C12 C13 C1-4 11 11 I 13 SEAL � SIGNATURE DATE: 01-26-24 co S INKLERS TO BE DRAWN BY: FM CHEF OF TALLIED BELOW STAIRS C 7a TH TARE ACCESSIBLE I CHK BY: PF �R�FR �' SCALE: 1/8"=1'-0" 14 01' Ew Y S RINKLERS TO BE I ( 14 - -- ai tED ArMAx-r-o'�-------- --- HYDRAULICALLY CALCULATED SYSTEM Additional Calculation Information: ' y DRAWING NO. BOVE BOTTOM OF HYDRAULICALLY CALCULATED SYSTEM Md'Itional Calculation Information: 4i - \ ELEVATOR PIT S I I This system as shown on VILLAGE PLUMBING do HEATING NY Design Area ID: 1 This system as shown on VILLAGE PLUMBING do HEATING NY Design Area ID: 2 y" -214 -0 I I I I I company print number SP-003.00 dated Ot-26-24 System Type: WET company print number SP-200.00 dated 01-26-24 System Type: WEr M Art ' N ( I for:LOWER LEVEL- P00L/CABANAS Number of Sprinklers: g for LOWER LEVEL-POOL MECH k BOWt1NG MECH ROOMS Number of Sprinklers t7 • 4' 0 S P-003 02 O O.07� of:THE ENCLAVES HOTEL ,o 74 of:THE ENCLAVES HOTEL now rams . at:56655 ROUTE 25 SOUfHOLD, NY now m RO�.ESs10Np.� at:56655 ROUTE 25 SOUOiOLD, NY Overhead Sprinklers: 356.67 m Overhead Sprinklers: 166.58/A gpm with contract number. In-Rack Sprinklers: N/A gpmis / with contract number. In-Rack Sprinklers: N/A gpm is designed to discharge at a rate of 0.15gpm/ft over y 4 � is designed to discharge at a rate of 0.1 gpm/ft over Inside Hoses: 0 gpm Inside Hoses: 0 gpm JOB# 3 OF 6 an area of 1200 when supplied with water at a rate of an area of 1295 when supplied with water at a rate of � Outside Noses: 0 Outside Hoses: 0 gpm 356.67 at 103.17 at the base of the 9Pm DOB SPACE 1ser. gpm at 36.73 all psi i the base m the Other Fixed Flows: 9Pm riser. Hose allowance is N/A gpm Other fixed Flows: gpm riser. Hose stream allowance is N/A gpm Total of NI Flows: 356.67 m 5-sx - 0 SPRINKLERS TO BE Total of All Flows: 166.58 gpm 9P 6 fi� Occupancy Classification:LIGHT HAZARD Occupancy Classification:ORDINARY HAZARD 11 INSTALLED AT MAX 2'-0" S f UW Pam Commodity Class cation: ABOVE BOTTOM OF Commodity Classification: fY ELEVATOR PIT Storage Arrangement: Pressure $ummap6 Storage Arrangement Pressure Summary Maximum Storage Height Pressure Available from Supply: 46.90 psi Maximum Storage Height Pressure Available from Supply: 46.600 17 Notes: Pressure Required from System: -80.22 psi Notes: Pressure Required from System: -11.89 psi Surplus Pressure (Safety): 127.12 psi Surplus Pressure (Safety): 58.49 psi ITCHEN Maximum Vel 20.98 ft m sec C07 I Maximum Velocity: 12.79 ft/m/sec °�Y Dry/Preaction System Volume: gal Dry/Preaction System Volume: N/A gal ISSUES / REVISIONS NO. DATE DESCRIPTION 10-0 1 1-10-24 ISSUED OR PERMIT CONCRETE STAIR, METAL GRATE 3-22-24 RE-ISSUED FOR BUILDING PERMIT COVER WITH ACCESS PANEL FOR EGRESS WELL ' DN RAMP ® 4-24-24 RE-ISSUED FOR BUILDING PERMIT A nD4 5-28-24 AS PER ARCHITECTS COMMENTS 4"SPRINKLER RISER& ' j DRAIN RISER DOWN TO ROOM 1 LOWER LEVEL 101 H.C. ACCESSIBLE RM. 4"SPRINKLE RISER M-WC O^ 1" UP 2"DRAIN ISER 135 nm /,2Y2"FLOOR CONTROL - ROOM 2 ROOM9 19 ROOM7 17 ROOM4 14 ROOM 13 ROOM 10 ROOM 9 ROOM 6 ROOOMS 5 ROOf,2 2 VALVE ASSE BLY Q^ I 17 E N RM. HALL BATH 19 �' x 174a 4 x x x ^o ^0- -5 CL. o ^ 6i I ^ I JCL. CL. 0 1 ^ i �L. CL. r I - 1 JCL. C�o I ^ o 0 8-6l4 �3-14x � ^M M ^M M ^M M ^M 1 I1 ' `� 1 a a ^N; t M .- 1 1 [I ❑ 1 1 ❑ 1 1 ❑ ❑ 1 1 - 15- 1-8 BATH x o 0 0 105a o B ^ ' ^ 1 ^ I ^ I •- I ^ I - 1 I ^ I 1 ^ I ^ 1 ^ 1 ^ I 1 a ATH 17 BATH 13 ATH 10 BATH 9 BATH 6 BATH 5 BATH 2 1 3B DN C 1 117 113 10a 109 06a 105 02a 'T - 13 a I In ^ T 3 ^ i t 2 3 ^ 1 2 3 ^ i 2 3 1 2 3 ^ 1 t 1 � �� Lj N x I SH x R. HR x R. SH R. SH x R. SHR o u 40-10-W 2 2B 23f ^ ' 2H - - - --- —=---- 136C NOTES: 1 -2 x^-514 -0 6 JUL -0 1- 0 6 11 1 -0 0- 1 -0 1 -0 1- 0 6 11 -7 1 -0 0- -0 1 -0 1- 6 11 1 -0 0- -0 6 1 -0 1- 0 6 11 0 0- 1 -0 1 -0 1- o -6 0- -1 -6Yi -10 0 1 -6 8 0 -3 9-11 1- 0 - 3- $E STAIR {� HALL 1 i it i ^ I i i 1 1-i i i 134 0 -4 -9 -9 -0 2- 6 I 00 1 ^ I I ^ I ^ I ^ 1 x o ^a'o —'o ^a'o 1 ^ DI � 1 ^ I I I o '� �1 I AKER AR 3,1 ^ PD �, -s ^ t -s ` ^ t -s ^ t -6 ^ t I -o BATH 16 BAT 12 BA 11 8 BA 7 B 4 BA 3 A CIS 118a 16a ^ 115a 12a 111a 08a 107a 04a 103 _-s ' ' EL R D aSHR. ^ HR. HR. ^ HR. SHR. ^ SHR. SHR. SHR. °° 5� ELEVATOR LO BY 132 0 _4 THB - TUB TUB TUB TUB B TUB TUB 1 CL. CL. 1 1 C CL. I 1 I CL. CL. 1 I CL. CL. I 1 CL. WOMEN'S 0 L BATH 4'DRY RISER UP 1 1 SHRrt 1 9 PO' DOWN _ i READ AIRS s L _3 ER RO OM8 R00M #16 R00M #15 ROOM #12 ROOM #11 ROOM #8 ROOM 7 ROOM #4 ROOM #3 °° °° -4 -s -s 116 115 LLLJ �112J 111l1 �108_J 107 t 0�J4 1�03J 0- ° 1 OOR POOL REC ON 6c, a _Tu-1 irN - 138 FOOD PREP. S Of _ 1 a 131 N �� _3 FO D PREPi z ^ 1 -4 -6 -6 17 0 ^ I rn I 0- 10-0 0 1 -0 1 -0 1 -0 14 1 -0 1 -0 i -0 1 -0 1 -0 32-OYe - 1 -9 15-3 127 � I Y i -4 -6 -6 -3 AR. 1 ^ MEN' TH ' 1 i 1 2 411 _ 't -o -3 C N TAT10N SHR. -t 16 NOTEHE I I t r - 1 -0 -3 SPRINKLER SYSTEM TO BE INSTALLED AS PER 2016 ^„ - NFPA 13 REQUIREMENTS 2 H R. I 9 -1J4.71 0 Sprinkler Head Schedule C21 Symbol Count Thread K—Factor Description Note N 1 ^N ® 194 1/2" 5.6 VK462 1/2 OR 155 B CC STANDARD COVERAGE CONCEALED PENDENT SPRINKLER 23 -1 ° 1 0 @0 34 1/2" 5.6 VK300 1/2 OR 155 B UP STANDARD COVERAGE UPRIGHT SPRINKLER I i �� Q 18 1" 5.6 VK174 1/2 Q-3.00 200 C HSW STANDARD COVERAGE DRY SIDEWALL SPRINKLER 40 3/4" 8.0 VK630 17/32 OR 155 C HSW EXTENDED COVERAGE SIDEWALL SPRINKLER 1 ° -3 0 1 -0 ° 286 = Total Number of Heads This Floor COTTAGE #1 y41 24 Tub HR. NOTE 1 ° -3 -1 ° 1 -0 ° if-0 ° SPRINKLERS ARE NOT REQUIRED IN CLOTHES CO GE AT #1 CLOSETS, LINEN CLOSETS AND PANTRIES WITHIN 25 151a DWELLING UNITS IN HOTELS AND MODELS WHERE THE AREA OF THE SPACE DOES NOT EXCEEDS 24 SQ. FT THESE DRAWINGS ARE THE PROPERTY OF THE �9 AND THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE ° _3 '_1 0 , _q o 1 _° o ENGINEER. INFRINGEMENTS WILL BE PROSECUTED. MATERIALS AS PER NFPA 13, 2016 SECTION 8.15.8.2 2 FT I FISPIORDND ARCHITECT: 26 DINING OUTDOOR DINING A N D R E W V.GIAMBERTONE&ASSOCIATES FIREPLACE AREA o 125 27 • ARCHITECTS PC • 62 Elm Street 743 4® 2 g ° t 1 ° ° ° Telephone: 631 6710050 ` �, -3 -t t -0 1 -0 Fax: 631.367.6636 GiambertoneAmbitects.com COTTAGE #2 � C29 H ,/ ®, t F1 SPRINKLER CONTRACTOR: -1 0 1 -0 ° If-0 HL VILLAGE PLUMBING&HEATING NY INC CO GE BATH #2 z �. 152a 1"LOW POINT D N � 1648A LOCUST AVE M-WC FIREPLACE TO BE 3 Q BOHEMIA,(631)50 9158 TEL: a 135 T.O. IN. FLR. HEAT LO FOUNDATION o FAX:(631)750-9159 I M. q EMAIL:VILLAGEPHNY@GMAIL.COM FDN- -SS LICENSE#2603P ^M ^,2 SPRINKLER ENGINEER: I 1 x 32 -3 t-t ° 1 -o ° 1 -o ° EMTEC CONSULTING ENGINEERS DPC 8 M 3555 VETERAN MEMORIAL HWY co coSUIT M ^ I ^N ^N N '-N y, g 2— .s RONKONKOMA,NY 11779 1-8 1 -4 ^ 5 01� -e t -o s-s1� c -5 1 -0 1 -0 1 -0 if-0 0 3 4 TEL'(631)981-3900 EXT 249 BE MAN FAX: (631)981-3971 VENT ROOM _ a ot� -z>� t o A A EMAIL: PFREEMAN@EMTEC-ENGINEERS.COM 13 �, �, �, x I 2 Y'SPRINKLER RISER ' ' ' ELECTRIC BELL SIGN TO REA N UP o ME NINE 1 -° ' — - - - - ^ "CALL 911 IF RINGING" DESIGN BY: COTTAGE #3 _ -yyC DATU IN FL�O'-0 ) 153 136 " FDC SIGN TO READ ^ 0 1 7_ 31 SOUTH STREET COTTAGES TO BE FILES UNDER 1 SPRINKLER FIRE DEPARTMENT f� SUITE 3S4 SEPARATE APPLICATION CONNECTION" � HEC -IN � R � ;.' MT.VERNON,NY 10550 O o - --•+--•-.� ELECTRIC ALARM BELLFfl, ��"""��"""'""'''�� EMAIL:info@f2mfadds.com _ 3 5 L '"""" "'a .. TEL: (718)928-3009 CO GE BATH #3 6x2 Y2x2/2 F.D.SIAMESE F,=+�_ r F .T iN. acr ; ,f_, 153a HREAD� TO MATCH F.D.THREAD ^o LOBB ^ _ q PROJECT TITLE 0 4 TYPE J N 122 4� lo FIRE PUMP TEST ° THE ENCLAVES HOTEL HEADER WITH(3)2�2' , 5 FIRE HOSE VALVES (UFFT��V-0 SHP 56655 ROUTE 25 S STAIR SOUTHOLD, NY 123 UL — 36 VESTIBULE 4� � P , -0 DRAWING TITLE S 6 v 3 COTTAGE #4 I Il 1 FIRE SHADS USE ONLY MAIN FLOOR SPRINKLER PLAN 154 1 CO GE BATH #4 H I I1 K ENTR 1 r 11 154a SEAL 8� SIGNATURE DATE: 01-26-24 DRAWN BY: FM a 4� oF r4EW Y CHK BY: PF FR o"� SCALE: 1/8"=1'-0" 4 DRAWING NO. zs�o �Q:o � ��' S P-1 00 02 p RO�ESSIO� �� JOB# T_40F 6 DOB SPACE ISSUES / REVISIONS NO. DATE DESCRIPTION — — — — 1 1-10-24 ISSUED OR PERMIT 3-22-24 RE-ISSUED FOR BUILDING PERMIT fi 4-24-24 RE-ISSUED FOR BUILDING PERMIT ' "��r d M N ® 4 5-28-24 AS PER ARCHITECTS COMMENTS I _ z ROOM #21 221 ACCESSIBLE RM. 4"SPRINKLER RISER UP 2"DRAIN RISER 1 ROOM 0 ROOM #39 ROOM 37 ROOM #34 ROOM #33 ROOM 30 ROOM 499 ROOM #26 ROOM 25 ROOM #22 2 Y2'FLOOR CONTROL - - — 240 239 237 234 233 230 229 226 225 222 VALVE ASS BLY _ --- — — ----- ----- - ----- ----- - — ----- ----- - ----- ------- - CC C o BA \ BA 4 CL. o / cCL. CL. o JCL. CL. II o II TH 3 It II II II II II i II � II \ II \ / II \ / It II \ / II II \ / II II \ / !t BA x ! I I \ / 237a 0 1 I \ / I I 0 ,I \ / I I��7""` 0 I I ` / I I !ll��� 0 11 / BATH 21 40a , ' BATH 33 I ! BATH 3 BATH 29 BATH 2 ATH 25 ! ! ATH 22 221a I 26M DN 1 STAIR — T 1-1 3 ^o, 1 z 3 t 0 233 z 3 30a ^o t 229 z 3 26a ^0 225 2 3 22a o — uL/ x R. SH x R. SH Lj x R. SH o I "Jill ��' N ,2Y� 10 1� 4 a NOTES: "-O o -0 02_ 0 1 -0 a 6 11 1 -0 0- 1 -0 1 -0 1- 0 6 11 -7 1 -0 0- -0 1 -0 1- 6 11 1 -0 0- -0 6 1 -0 1- 0 6 11 0- 1 -0 1 -0 1- o -6 9-11 env 5 1 -0 0 -1 1 -0 1-1 -1 3-tl5i ^ 7 \\ I I - O , -i i , ; i , i it i i I -MALL I , 1 I I t 26M -4J4 -4 -9 -9 ^ -8 1 - 1- -1 -p 209 z_ 1 C TROL VALVE x x ^ I I IT �AMPER&FLOW / t I SWI H I x I I I a'o ^o'o I I I 1 72 1 .100 s , . 17 1 i I 04 WI H TAMPER&FLOW 10 E A ' 3 1Ye t -6 - ! 1 -6 � I 1 _6 1 _6 ^ ! 1 1" ONTROL VALVE / / i� ATH — — A AT 1 T — t _p _ A SWITCH — 238 36a 235 32a 231a 28a 227 24a 223 6 ` R I I I / \! ! SHR. � ^� HR. / \ SHR. � ^� HR. — / 1 SPRINKLER AT TOP OF 5 0 5 0 5 O 5 0 3 5 , , 1 ELEVATOR SHAFT. /O TUB 6 TUB T� TUB TUB TUB TUB TUB TUB t CL. CL. i - I I ' k CL. ' CL I _ I I — CL CL. i i I — CL. . CL I I — CL. x STORA E 20 0 - t -0 t -0 HEAT DETECTOR TO O 1 BE WITHIN 24"OF t -�- -- L --- ---- ---- ---- --- ---- ---- ---- - 1 SPRINKLER M208 WC z - 20 4 SPRINKLER AT TOP OF o N t CIO / / / / / EL ELEVATOR SHAFT. I I 4"DRY RISER UP TO HEAT DETECTOR TO o ,/ I ATTIC — LO — — — — — 6 ,� 1 — 16 ROOM 38 / ROOM 36 ROOM 35 ROOM 32 ROOM 31 ROOM 28 ROOM 27 ROOM 24 ROOM 23 \\ O^ v0 SPRINKLER 1 , -0 t -0 REMOTE AREA 4— � / / / 8 / / / 236 235 232 231 228 227 224 223 4"DRY RISER DOWN ' i NFPA 70 GPM/990 SO.FTD 4 ! I 12 SPRINKLERS OPERATING DN / / o, I I _ S ---- ------ ---� r------ - 320 MAXIMUM COVERAGE PER / I I - ------ - -- SPRINKLER / / / / __-___J �__ _J ,I 1 I I I t 1 -0 - HOSEDEMAND-100GPM x t _ I I I r-- ----- -------------r---------i------ ------- r I I I I I I 1 1 14 17 -0 , m ' , 1 11 1 o to low / / / 1 1M 1 -0 , 1 IO O 13/ I 1 _ 0- -0 0 1 -0 4 1 -0 4 1 -0 1 -0 1 -0 14 1 -0 1 -0 1 -0 5-1 I 1 1 I ; M. 1205 ; 1 I I I I � 1 ' I� t -0 1 1 �0 I I 1 i I 1 t------ - SPRINKLER SYSTEM TO BE INSTALLED AS PER 2016 j NFPA 13 REQUIREMENTS Q 1 1 1 t 1 -6 1 -0 1 -0 1 1 1 0 I 1 1 Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note \\\/ - t I , o t o NOTE 0 139 1/2" 5.6 VK462 1/2 QR 155 B CC STANDARD COVERAGE CONCEALED PENDENT SPRINKLER 22 -- -- — - — -_ — 21 1 — SPRINKLERS ARE NOT REQUIRED IN CLOTHES @0 28 1/2" 5•6 VK300 1/2 QR 155 B UP STANDARD COVERAGE UPRIGHT SPRINKLER CLOSETS, LINEN CLOSETS AND PANTRIES WITHIN Q 18 1" 5.6 VK174 1/2 Q-3.00 200 C HSW STANDARD COVERAGE DRY SIDEWALL SPRINKLER DWELLING UNITS IN HOTELS AND MODELS WHERE THE AREA OF THE SPACE DOES NOT EXCEEDS 24 SQ. FT 4 4 1/2" 5.6 VK305 1/2 QR 155 C HSW STANDARD COVERAGE SIDEWALL SPRINKLER AND THE WALLS AND CEILINGS ARE SURFACED WITH 40 3/4" 8.0 VK630 17/32 QR 155 C HSW EXTENDED COVERAGE SIDEWALL SPRINKLER NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS AS PER NFPA '13, 2016 SECTION 8.15.8.2 229 = Total Number of Heads This Floor I I 0 I 24 24 THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER. INFRINGEMENTS WILL BE PROSECUTED. I ARCHITECT: hiY 2 I IR P A AREA I A N D R E W V.GL MBERTONE&ASSOCIATES ROOF TERRACE — 27 . ARCHITECTS PC • y: HYDRAULICALLY CALCULATED SYSTEM Additional Calculation Information: HYDRAULICALLY CALCULATED SYSTEM Additional Calculation Information: I 62 Elfin Street This system as shown on VILLAGE PLUMBING & HEATING NY Design Area ID: 3 This system as shown on VILLAGE PLUMBING & HEATING NY Design Area ID: 4Huntington,NY 11743 4® company print number SP-200.00 dated 01-26-24 System Type: WET company print number SP-200.00 dated 01-26-24 System Type: WET for.2ND FLOOR-MEZZANINE& 1ST FLOOR LOBBY Number of Sprinklers: 12 for.2ND FLOOR-ROOM 38 & REAR STAIRS Number of Sprinklers: 12 I I Telephone: 631.367.��5� of:THE ENCLAVES HOTEL Flow Summary: of:THE ENCLAVES HOTEL Flow Summary: I Fax: 631.367.6636 at:56655 ROUTE 25 SOUTHOLD, NY -— GlambertoneArchitects.com Overhead Sprinklers: 189.37 gpm at:56655 ROUTE 25 SOUiHOID, NY Overhead Sprinklers: 312.13 gpm —-- with contract number. In-Rack Sprinklers: N/A m with contract number. is designed to discharge at a rate of 0.1 gpm/ft over P / 9P In-Rack Sprinklers: N/A gpm —- — — Inside Hoses: 0 gpm is designed to discharge at a rate of 0.1 gpm/ft over Inside Hoses: 0 gpm 29 an area of 1462 when supplied with water at a rate of Outside Hoses: 0 gpm an area of 990 when supplied with water at a rate of 189.37 gpm at 54.80 psi at the base of the Other fixed Flows: gpm 312.13 gpm at 130.09 psi at the base of the Outside Hoses: 0 gpm riser. Hose strearrl allowance is N/A m Other Fixed Flows: gpm / gp Total of All Flows: 189.37 m riser. Hose stream allowance is N/A gpm SPRINKLER CONTRACTOR: 9P Total of All Flows: 312.13 gpm Occupancy Classification:LIGHT HAZARD Occupancy Classification:LIGHT HAZARD Commodity Classification: Commodity Classification: I VILLAGE PLUMBING 8<HEATING NY INC Storage Arrangement: Pressure Summarx Storage Arrangement: Pressure Pressure Summory __ 1648A LOCUST AVE Maximum Storage Height: Pressure Available from Supply: 46.88 psi Pressure Available from Supply: 46.69 psi — -- 30 BOHEMIA,NY 11716 9 9 Pressure Required from System: -61.98 psi Maximum Storage Height: st Notes: q � P Notes: Pressure Required from System: 14.48 psi I TEL:(631)750-9158 Surplus Pressure (Safety): 108.86 psi Surplus Pressure (Safety): 32.21 psi _ _ FAX:(631)750-9159 L� EMAIL:VILLAGEPHNY@GMAIL.COM Maximum Velocity: 11.14 ft/m/sec Maximum Velocity: 21.61 ft/m/sec I LICENSE#2603P Dry/Preacton System Volume: N/A gal Dry/Preaction System Volume: N/A gal I SPRINKLER ENGINEER: EXPOSED Yz" SPRINKLE RISER I EMTEC CONSULTING ENGINEERS DPC DOWN TO ND FLO R 3555 SUIT M VETERAN MEMORIAL HWY I RONKONKOMA, NY 11779 3 4 �-� — — — — — — — _ r —— ——————— TEL:(631)981-3900 EXT 249 46 \'- -fl1i 46M 1 -0 4 Ia 1 / -0 _ FAX: (631)981-3971 47M EMAIL: PFREEMAN@EMTEC-ENGINEERS.COM nu v F3 ° /F6 ° / F9 ° / SPRINKLER AT TOP OF / MEZ'L�ANII�E� F12 x , HEAT DETECTOR TO 201 ,� DESIGN BY: / / / / ELEVATOR SPRINKLER BE WITHIN 4"OF OVERH I 31 SOUTH STREET I / / / / • / OP>` TO/LO BY / R SUITE 3S4 AREA C MT.VERNON,NY 10550 I Ilk EMAIL:info@f2mfadds.com TEL: (718)928-3009 f-1�'ac&D!�AF71Nf�DE:�'IGJ-INC. -- - _ - - — - — REMOTE AREA I / // / / / F71 1 NFPA 13 LIGHT HAZARD / / / O O 1"CONTROL VALVE .10 GPM 11462 SQ.F.T �I / / ' / / / / WITH TAMPER&FLOW PROJECT TITLE 12 SPRINKLERS OPERATING 4� ER - 225 MAXIMUMSPRINKLER�GE PE I / /o / /^-/ / o/ STOR E I SWITCH -- —_ _ - — - HOSEDEMAND-100GPM I / ' / DN/ N / `� ^o Z ! THE ENCLAVES HOTEL / / 56655 ROUTE 25 8 I / F7 ° F4 �. / � °/ ° — ° — — JI SOUTHOLD, NY 0 4� 0 IN OWN TO SPRINKLERS DRAWING TITLE IN VESTIBULE: I K2) -- — — — 37 ' FIRE MARSHAL'S USE ONLY 2ND FLOOR SPRINKLER PLAN I I I1 1 ! 1 1 _ I I 3 H I I K 1 0 P IZ SEAL SIGNATURE DATE: 01-26-24 1" ONTROL VALVE y DRAWN BY: FM — — _WI H TAMPER&.FLOW CHK BY: PF SWITCH POS OF NCIq,Y -- >� 4 �����FRV SCALE: 1/8"=1'-0" DRAWING NO. SPRINKLER AT TOP OF u ELEVATOR SHAFT. > _, HEAT DETECTOR TO BE WITHIN 24"OF R� �a �a.o � �� SP-200 02 SPRINKLER OPES�p51P 4"DRY RISER UP TO 1 ATTIC-- JOB# 5 OF 6 DOB SPACE UT UW - 17 CC I 1 I ISSUES / REVISIONS NO. DATE DESCRIPTION 1 1-10-24 ISSUED OR PERMIT 3-22-24 RE-ISSUED FOR BUILDING PERMIT 4-24-24 RE-ISSUED FOR BUILDING PERMIT 4 5-28-24 AS PER ARCHITECTS COMMENTS A 1 B C D E F G H J 2 M N O Ql S T I I , GENCY SCUPPER 1 I — EMERGENCY SCUPPERS I I I I f-L �- 1 I I NOTES: 1TOT - — — — — — — — — — — — — — — — — El S 1/4"/F7 El 14-/FT El El , I ' t 0 I I I (MIN.) I I I I 0 I I I I I I I I I t I I 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I ❑ 4..1 RY RISER DOWN — — I I TO 2ND FLOOR 1 , � - - I - - - - F- - - - - - � - - - - - -t- - - - - - ,- - - - - - �- - - � - -f- 1VT I 34 1 H33 1 31 H3 EIA X 12 6 12- 332 / 1 6 8 — — — — 1 2100] 36M 9,12 i l-8Nt. I . 37Mo , I I � I p . / .� zs LEAD-COATED COPPER H27 3 'H ' GUTTERS AND LEADERS H28/ 12� , H25 _2 -// � — —� 4 C 6 1 33M t H24 Z-6 H23 , 121 ' v IJ T I I I I I I I I I o 1 /M� / 31 H18 / / / / 1 / H19-J -1 / 12-� H17 1 -p Hi/ H15 -1 O 1 1 o EMERGENCY SCUPPER o 0 0 0 °�° ' � � / • / / � �°° 1-7 H12/ H17 1 H10 . / 1 1 12 \ -1 12-6 1 -0, / -11 a2M 1 / /H9 EMERGENCY SCUPPERS O / 1/H7 /1 9- HYDRAULICALLY CALCULATED SYSTEM Additional Calculation Information: _ _ / This system as shown on VILLAGE PLUMBING dr HEATING NY Design Area ID: 5 / 12-6 / 12 / H4 12-6 . 43 -BEMOTE AREA 5 9 O NFPA 13 LIGHT HAZARD company print number SP-300.00 dated 01-26-24 System Type DRY / / / 1 / / / / / / / .10 GPM/2535 SQ.F.T MATCHL�(E "B" _ — — IAATCHj,LNF "R„ for.ATTIC Number of Sprinklers: 39 1 0/ / / M^ 120 MAXIMUM COVERAGE PER of:THE ENCLAVES HOTEL-ROOF / / / / • / / / / / / 39 SPRINKLERSSPRINKLER RATING Flow Summcrv: at:56655 ROUTE 25 SOUTHOLD, NY H2. Ht 39 HOSE DEMAND-100 GPM Overhead Sprinklers: 799.60 gpm Volume of Attic Dry System % with contract number. in-Rack Sprnklers: N/A gpm z9M 12- 12- t2 s H1a - is designed to discharge at a rate of 0.1 gpm/ft cver Inside Hoses Ogpm S Sprinkler Head Schedule Diameter (in) Volume (gal) Approx. Len (ft) / / / / / t _ / / / / / / an area of 2535 when supplied with water at �a rate of Outside Hoses: 0 gpm P .4 —�j / 1 on 799.60 gpm at 118.64 psi at the base of the Other Fixed Flows: gpm Symbol Count Thread K—Factor Descri tion Note 1 8.58 191 I 0 / / / / / / / /I 1A 3 riser. Hose stream allowance is N/A gpm Y P 1 Total of NI Flows: 799.60 gpm 3 6 120 - / Occupancy Classification:LIGHT HAZARD ® 1 1/4 40 1/2" 5.6 VK300 1/2 QR 200 B UP STANDARD COVERAGE UPRIGHT SPRINKLER Commodity Closs�cation: 40 Total Number of Heads This Floor —�— 1� H37 3 _ .���_ _ _ _ H38 — H35 H36 1 Storage Arrangement: Pressure Pressure Summary Maximum Storage Height: Pressure Available from Supply: 45.21 psi Misc. 194.52 z Notes: Pressure Required from System: 28.37 psi Surplus Pressure (Safety): 16.84 psi Maximum Velocity: 18.00ft/m/sec I PITCHY PITCH 3 g NOTE 0 1/4"/F�' 1�T THESE DRAWINGS ARE THE PROPERTY OF THE I I Dry/Preaction System Volume: 302.96 gal PRINKLER SYSTEM TO BE INSTALLED AS PER 2016 (MIN.) (MIN.) ENGINEER. INFRINGEMENTS WILL BE PROSECUTED. S NFPA 13 REQUIREMENTS Q ARCHITECT: • ARCHITECTS PC • 62 Elm Street WOOD ECK TILES ON PEDEST*L I Huntington,NY 11743 SYSTEM MANUF. BY CHATR K 25 Telephone: 631.367.0050 Fax: 631.367.6636 � � GUTTER PATCH TOETAL Giamberto eArchit cts.com 3 9 1 1/8"/FT TO LEADERS 7 SPRINKLER CONTRACTOR: VILLAGE PLUMBING&HEATING NY INC 1648A LOCUST AVE BOHEMIA,NY 11716 p TEL:(631)750-9158 40 28 EMAIL:VILLAGEPHNY@GMAIL.COM I LICENSE#2603P El SPRINKLER ENGINEER: 29 EMTEC CONSULTING ENGINEERS DPC I 3555 VETERAN MEMORIAL HWY ROO TERRACE SUIT M I I RONKONKOMA, NY 11779 TEL:(631)981-3900 EXT 249 FAX:(631)981-3971 — — — — — ROOF DRIN- Ef-IG— — — — — — — 3 Q EMAIL:PFREEMAN@EMTEC-ENGINEERS.COM DRAWINGS FOR SPECIFICATIONS DESIGN BY: 1 31 SOUTH STREET SUITE 3S4 ' MT.VERNON,NY 10550 EMAIL:info@f2mfadds.com TEL: (718)928-3009 33 1 1 1 34 PROJECT TITLE - 42 THE ENCLAVES HOTEL 56655 ROUTE 25 EPDM ROOF M_.MBRANE SYSTEM TO E E SOUTHOLD, NY TRELLIS DETAILS SEE , INSTALLED PE MANUF CTURER'S DETAILS 8,8a & 10 ON SPECIFICATION . DWG. A8.4 PITCH TO SLOPED ROOT 1/4" PER F . I I , PITCH ITCH t 3 5 14 F (MIN.) ( N.)FT DRAWING TITLE I ROOF DRAIN, EE PLUIJB'G , I — 43 DRAWINGS FOR SPECIFI ATIONS t FIRE MARSHAL'S USE ONLY ATTIC DRY SPRINKLER PLAN U Z I a�� t , I I I - - - - - - - - - - - - - - 36 SEAL & SIGNATURE DATE: 01-26-24 DRAWN BY: FM 1 t CHK BY: PF OF NS C'��R�� ��� SCALE: 1/8"=1'-0" DRAWING NO. S P-300 02 SS10 9 JOB# 6 OF 6 DOB SPACE 5o8�z o �.S 3 4 5 z A A_J_ A c oom Filter Equipment R Bowling Me U 'A 1 V-1 AL 1 Junction Box 9.77 6-2" (Typical of 2) — Mechanical=Room 7 7- 771-1 IF 9 i I I I I 111 1 IfT I I I 1 0.00 .77 P10.0 1 04- L-------J B Provide S.R. Smith Accessible Lift L AD rn 0 U Ui LU 23'-4" F� Drinking Fountain Waste Water Shall Discharge To Sewer ------------------------ Hose Bib With Vacuum Breaker ------------------------ Connected To Potable Water Supply. Provide Expansion Joint at PropS.F. In-Door 661 S Accessible Lift Location per Manufacturer. Proposed Pool' Decking Behind Coping Stone Around Entire Pool. Bond Lift 28'-4" Seat Joint With Self Leveling All Doors to Pool Enclosure Shall Be Thiokol. Self Closing, Self Latching, Alarmed 2 See Civil Drawings by Others for Pool Final Deck & Lockable (Typical of 2) Grading, Drainage and Dry Well Details Pool arm Note Remote Annunciator Location To Be Field 44-11— Determined By The Engineer of Record. 15-11 6'— --6' 15-11" Drinking Fountain Note Fountain shall be of slanting jet-type with a surrounding UP Proposed Exterior ADA T_ guard and non-submersible opening. I Compliant Bi-Level Drir king Steam Roo C Fountain. Potable Water All Electrical Outlets Within The Swimming a- LU Only Pool Enclosure Shall Be Protected With M Ground Fault Circuit Interrupters (GFCI) Deck Note: Proposed Hose Bib. L Deck to be Sloped —9.77 Potable Water Only Deck Material Must Be Submitted to 1/4'7 to Trench Drains 2 (Typical of 2) 10. SCDHS For Approval Prior To Installation. N'�-H 141"ll 1 I'DEfp Provide Hardwired Emergency Depth Marker Note Phone in Clearly Labeled Locate Depth Markers Where the Shown Actual Box. Phone to Connect to Depth Is Measured Three (3) Feet From the Pool Emergency Responder Wall. Rear Stairs d330 A%S31­10N q133J1C1 r ————— F1 Paver Deck Shall Have a Minimum 0.42 Coeff. of Sauna Room Slip Resistance When Wet 10.01 Provide S.R. Smith-J M Accessible Lift M I ITF ITI 28'-11 0 2 28'-11 M CD 81-511 LU SO Seal Joint With Self LevelingThiokol O:TD E-Panel Room (Entire Perimeter) 0.00 100 D 4' 3 E 6 NCHESr —Spa Pool County Review Stamp DEEP r � —­1 Junction Box 1 1 T I 1 01110124 Per SCDHS Comments Dated 12/27/23 1 0 Rev. No. Rev. Date Description LSpa Panel. Wiring to I Larry A. Rubinson, P.E. The Enclaves Filter Room to be Placed E in Rigid Conduit 1 56655 Epide.2�, Southold, New York 11971 oTr- r4_ To On-Site Leaching System Proposed In-Door Out-Door Pools & Spas Per Site Engineer co ---RWW EnginFers, P.C. ".4 z it 380 Townline Road,suite 150, Hauppauge,New York 11788 In-Door Pool & Spa Enclosure b Fax(631)969-8518 __FboPe4A-A1) �SP-2) Scale: 1/4" V-9' . In-Door Pool & Spa Enclosure Dwg No.: 68 5fa M� SP-2 " 0100- Dwg.Scale: I Designed By: Checked of Lic 56 1 As Noted 1PRG ILAR December 14,2023 1 16 2 3 5 1 2 3 4IF If IF IF AVA 5 A A Cis (A Ch D N i w W W N W -r W 7C to D T N III IIJI 1 u-------- � ._ - -, .3'SK - �_� I ._.J _ L. l....-.._... 3'SSK 1'SF-i.------ Filter Equipment Rooml SIP1_ L_ -.j t_.____-_.._._J i__..___LL _J.__ 3"SJS2— 2' JA2 3' JR2 23'!1 3"S�S11 3"SMD r L{ B ------------------------ B -------------------'-'-.--- Y� tt —�► �- 1'SF 3"MD C `SSK 3'!S R4D.I C 3'SJS2 2"1 3'SJR2 3'SJR1 'SJS1 2'SJA1 3"S MD �_. JL Overall In-Door Pool & Spa Piping Layout p P-4 Scale: 1/4" = 1'-0" D County Review Stamp 1 01/10/24 Per SCDHS Comments Dated 12/27/23 Rev. No. Rev. Date Description Larry A. Rubinson, P.E. The Enclaves ov- tIS- °s 56655 Route 25, Southold, New York 11971 A, ° Proposed In-Door & Out-Door Pools & Spas & Engineers, P.C. 380 Townfine Road,Suite 1500,Hauppauge,New York 11788 w Phone 631 969-8535 Fax 631 969-8518 Dwg.No.: �s In-Door Pool & Spa Overall Piping Layout P-4 ;��a Dwg.Scale: Designed By: Checked By: Date: of Lice 6 As Noted PRIG ILAR I December 14,2023 1 6 1 2 3 4 5 1 2 3 4 5 Depth Marker Note Locate Depth Markers Where the Shown Actual Filter Equipment Depth Is Measured Three (3) Feet From the Pool Room Wall. 4"Wide Non-Slip Frost Proof Tile On Provide Accessible Lift by S.R. Smith Leading Edge & „ 90 GPM 45 GPM (Locate In Accordance With Front Face Of Each 3 SK 3'SK Manufacturer's Specifications) 1.9"O.D. Stainless Steel 90 GPM ,E 4 PM 3 .7 PM ,E 22.5,GPM ______ i Step- Both Sides, 2 r I Contrasting Color Hand Rail (Field Meas.) 3 R 2'R 2 R R 90 GPM A "Salt Friendly" 3"MD I �' JQ ® 00 Oil Creek 4" 11.25 GPM '-3" Tubing io 10 ffi 7---- 4' .25 P Provide Required : : aQ. 8 3 x4 Clear Area 0 a. 0 CN © T N O 23 rf -4 8 �{ ,-2, L{ "No Diving" 45 GPM 4' Proposed 661 S.F. Tbrkcal In-Door Pool ( yp ) 0 11.25 GPM --Do -�- Return Inlet 11.25 GPM All Piping & Fittings Under 3'-1'(Typ. of 8) 3' ® Shell To Be Sch.80 Underwater Lijgh White Marcite o_ (Typ. of 8) (1/2"Min.) Entire p O Notes: 28'4' Pool Bottom &Walls Locate Pool Alarm LO 1. Pipe Diameters Change Only At ]es. ® In Accordance With 2.. All Elbows shall be long sweep. N M Pre-Cast Coping Specifications Stone (Typical) C> 0 7'-3" `� LO v 4 © 45 GPM Removable Stainless- i� B Steel Fill Spout with } B 2'-3" Skimmer Locate Tee At Flexible Protection Main Drain 2 in (Typ. of 2) Midpoint Between To Be Located Next To Ladder 9.1 ©® ( ) ©® 9 --�- Main Drain Sumps 11.25 GPM _ 8'-5"Clear 5' Clear 8'-5"Clear 2 11.25 GPM 3"MD® 4' 2'-7" 4' P- 0 Clear , 5 O 13-4 O 5 1W_ -- _T f N 11.25 GPM `Y' 11.25 GPM o 7­7Ffl '� EEP N lyi� lV Provide Expansion Joint 22. PM 2„R Bob 11.2 PM 7�R PM 7'R Behind Coping Stone Around Entire Pool. 3"MD 90 GPM Seal Joint With Self Leveling Thiokol. 1 In-Door Pool Layout Plan 3 In-Door Pool Piping Layout P-5 Scale: 1/4" = 1'-0" P-5 Scale: 1/4" = V-9' Portable Vacuum Requirements" In-Door Pool Proposed Manufacturer Equipment Schedule Provide the Following: Desig. Description Vendor Model No. Remarks Qty, 1. Hayward 1 HP portable vacuum system Proposed Coping A High Rate Sand Filter Pentair TR-140C NSF Approved 7.06 SF Model LJP 750 (Bell Aqua). 1 2. One (1) Hayward 19 inch Flexible vacuum. St. St. Ladder Rail "Salt Friendly" 1.9"O.D. Stainless Stee Stone (Entire B Pump-Self Priming Pentair IntelliFlo VSF Variable Flow Rate (3H.P.) 1 3. One (1) aluminum handle compatible with 1.9"O.D. Stainless Steel Hand Rail (Field Meas.) Perimeter) W/ Buck-Boost Transformer' vacuum head. Depth & "No Diving Hand Rail (Field Meas.) "Salt Friendly" Depth &"No Diving" C Hair & Lint Strainer Pentair Inte ral w PumpProvide 1 Spare Basket 1 4. 50 feet of hose. C Accessible Markers (Typical) White Marcite Markers (Typical) D Flow Meter FlowVis FV-3 70-240 GPM-NSF Approved 2 C Seal Joint Around 4"Contrasting Color Seal Joint Around Lift White Marcite 1 �� D1 Flow Meter Check Valve FlowVis FV-2 10-1 IO GPM- NSF Approved 2 Proposed Coping „ Entire Pool at Ste Nosing ( /2 Min.) Entire Stone Entire Water Lin 1/2 Min. Entire p g Entire Pool E Chlorinator Rota-Chem RC-305 0.38-38 Gal/Da 1 Signs ( ) Pool Bottom & Skimmer N Fill Spout---. ( (El 0.0) Pool Bottom& Pool Deck Pool Deck Walls Water Lin (Typ.of 2) E1 Salt Chlorine Generator ChlorKin Chlor7SM 7.5 Lbs/Da 1 Provide all signs. p Perimeter) Walls (El 0.0) F Acid Feeder Rolo-Chem RC-303 0.12-12 Gal/Da 1 rip -.. z.� G Chlorine Crock*' Chem-Tainer Co. TG 3539OC 100 Gal.Double Wall Tank 2 Spare Parts 'i° 1 ;:4 G1 Acid Crock*' Chem-Tainer Co. TC-2738DC 50 Gal.Double Wall Tank 1 Provide the Followin t, 3,-6„ ® '. Underwater light 9� i' 3'-6" (Typical of 8) ® H Pool Water Heater Sta-Rite Max-E-Therm 399K BTU-Natural Gas W/ 1 1 Skimmer Basket 4'-11" at =� a; qW at Shallow 0 4'-11" `r Vent Kit 1 Strainer Basket /Pump Return J Return Inlet Pentair Co. 542087 Ad'. & Directional 8 i We urn at Shallow End 4" Contrasting Color ;? End (EI-12.0) at , `' (El-12.0) Main Drains i:: at Step Nosing Main Drains K Skimmer Pentair Co. 506370-BKG With Equalizer Valves 2 K1 ISkimmer Equal. Fitting Pentair Co. Star guard 500144 15.35 S.I.O.A. 2 L Main Drain Box A.S.A.MFG. INC. FPK-50-809 9"x9"X12" 2 } •=•.r..: ,r;.;..• '' Ll Main Drain Grate Lawson Aquatics MLD-FGD-0909-WT 9"0'-42.12 SI O.A./Ea. 2 K: id.ii �i:y'�Y►•' •.�,.�,:f- ',:'�S. , .,. •,. :! a `.• ;`• ;.r• till�!:?..1�: !�at, M Chemical Controller Pentair IntelliChem 1 N R.P.Z.Valve Watts Reg. Series 909-1" Lic. Plumber to Install 1 8"Thick Min. 8"Thick Min. ydrostatic Relief Main Drain White Marcite "Flat" Slope 1:12.5 "Flat" O Compound Gauge Weksler AS442CC4LW Vacuum/ Pressure Type 1 Crushed or Gunite Valve (Typ. of 2) Sump (1/2 Min.) Entire P Pressure Gauge Weksler AS442PE4LW 0-60 psi 3 Blue Stone (Typ. of 2) Pool Bottom & 8' 17-4" .. 3� Q Hydrostatic Relief Valve Pentair 07017-0158 W/Collector Tubes 2 ' 'I+ Walls R Sight Glass Pentair 50901600 ;- 1 28'-4" S Hand Rail S.R. Smith 3 Bend Field Measured-Salt Friend) 1 8 5 -�------6'-6!'- .8 1-5-1 T Ladder Rail S.R.Smith CRH-1006 Salt Firendl ' 1 23'-4" T1 17.5"Recessed Step S.R. Smith 62-209-4001 Textured ste in surface 4 U Salt Chlorine Generator C l r i hl r7 M 7.5 Lbs/Day 1 V Accessib!e Lift S.R. Smith MultiLift Provide Seat Cover 1 W Waste Sum N/A 1.5'x1.5'x1.5'D Molded Plastic 2 X I Underwater Lights -Pentair- -Globrite Color LED W/IntelliTouchContro-lier 8 2 In-Door Pool Transversal Section 4 In-Door Pool Longitudinal Section X1 UW Light Junction Box Pentair 78310600 Low Voltage 2 P-5 Scale: 1/4" = 1'-0" P-5 Scale: 1/4" = 1'-0" Y Flow Switch ITT McDonnell FS250 -- 1 ES Eyewash Station** Bradley S19224BPT Provide Sin 1 DPD Water Test Kit La Matte Pro 250 Plus Code:7002-NJ 1 First Aid Kit*** Recreonics 12-013 24 Unit Red Cross 1 Z Pool Alarm Poo! uard PGRM-2 W/ Remote Annunciator* 1 Rescue Tubes*** Recreonics 12-303 W 6' Lines 2 D Reachinq Life Pole*** Recreonics 12-237 16' Long 1 D Spine Board*** Recreonics 12-335 6' Long-CJ Rescue Pck . 1 County Review Stamp Extrication Collar*'* Recreonics 12-287 Head Immobilizer 1 Child Resuscitator;** I Recreonics 12-469 Disposable Type 2 Adult Resuscitator*** I Recreonics 12-468 Disposable Type 2 1 01/10/24 Per SCDHS Comments Dated 12/27/23 Rev. No. Rev. Date Description * Permanently mount-alarm annunciator and transformer in labeled lockable boxes. Larry A. Rubinson, P.E. The Enclaves * Permanently mount alarm annunciator and transformer in labeled lockable boxes. 56655 Route 25, Southold, New York 11971 Shared By All Pools. . )- " Proposed In-Door & Out-Door Pools & Spas *** Shared By In-Door Pool &Spa. ' If Required to Adjust Low Voltage. �, � , R & n g In ee rs, $ T GC 380 Townline Road,Suite 150,Hauppauge,New York 11788 Note: Revise And Provide Deck Safety Equipment Based On Level Of Supervision k4 t` Phone 631 969-8535 Fax 631 969-8518 Per Owner. It Is Our Understanding That Owner Will Provide Supervision a G��� `°`,� Dwg.No.: Level IV. s In-Door Pool Layout, Piping & Cross Sections �d FF9SG � Sot 5 x'Rop ,,D'�'� As N.Scale: Designed By Checked 8y Date: Lic 56 As Noted PRG ILAR December 14,2023 6 i 2 3 4 5 1 2 3 4 5 Spa Emergency Shut-Off Panel On PVC Sleeved Wood Post & PVC Crap. Place Wire In Conduit. 3 4"Wide Non-Slip Frost Provide With 104°F Hi Temp. Proof Tile On Leading Alarm & 15 Minute rimer Removable Stainless Edge & Front Face 75 GPM Locate Per Architect & Steel Fill Spout. Of Each Step, Both Sides -�I-3"sJs2 In-Door Spa Pool Proposed Manufacturer Equipment Schedule With Quick Connectors & Provide Cap. St. St. Hand Contrasting Color. Removable Post. ORail (Typ. of 2) Stairs Shall Be Of Non-Slip 2 SJA2 2 5JA2 60 GPM Desig. Description Vendor Model No. Remarks Qty. 75 GPM " r———————-( Design (Both Sides) 3 5JR2 SJR2 A High Rate Sand Filter Pentair TR-100C NSF Approved 4.91 SF 1 I l 90 GPM 3'SJR1 B Pump-Self Priming Pentair lntelliFlo3 VSF Variable Flow Rate (3 HP) 1 l i - -i i d1K - 2"SJA1 a Al Buck-Boost Transformer' _ _ i [0:S3HDNI 91�3� C Hair& Lint Strainer Pentair Integral w/ PumpProvide Spare Basket 1 I ( ��� Locate Pool Alarm -.�I-3"SJS1 90 GPM o B1 Hydro Pump Pentair 1ntelliFlo VSF Variable Flow Rate (3 HP) 2 A I ® In Accordance With 01 15 GPM C4 W/ Buck-Boost Transformer' A Manufacturers -- �+ Cl Hydra Pump Strainer Pentair Integral w/ PumpProvide Spare Basket 2 2-9 2'-10" Specifications °��' sn D Flow Meter Rola-Chem 570351 30-150 GPM Z' 4 '-2" ® �M M N E Chlorine Feeder Rola-Chem RC-303 0.12-12 GPD 1 I F Acid Feeder Rola-Chem RC-303 0.12-12 GPD 1 2'- V-6" - - 1'-6 2'- 0" G Chlorine Crock" Chem-•Tainer TC3539DC 100 Gal.Double Wall Tank 2 Return Inlet- Piping Offset For G1 Acid Crock" Chem-Tainer TC2738DC 50 Gal. Double Wall Tank 1 L———————J 3'-10' -- Typ. of 4) 15 GPM Clarity Only 15 GPM H Water Heater Sta-Rite Max-E-Therm 199,500 BTU- Natural Gas W/ 1 N Vent Kit Provide S.R. Smith Accessible Lift W �� 75 GPM . CN z. t2' -,a a--, N J Wall Return Inlet Pentair Co. 542087 Ad'. & Directional 4 Ir 2� . • . 8_ 2 N `-"G se 3"SJS2 4 K Skimmer Pentair Co. 506370-BKG With E ualizer Valve Kit 1 • Un erwa er Light v W N � 000 M N K1 Skimmer E ual. Fittin Pentair Star uard 500144 8"0 Cover- 15.35 S.I.O.A. 1 (Typ. of 5) z o �, a° sa° �, L Bo#tom Suction Sum ASA MFG.INC. FPK-50-809 9"x 9"x 12"-NSF A roved2 epth & No o 5' Clear P� IL M Bottom Suction Grate Lawson A uatics MLD-FGD0909 9"x 9"-42.12 SI oA Ea. 2 Diving Markers w o 15 GPM oso 15 GPMM Unblockable Drain A uaStar 32CDLT101 32" Lon -50.1 SI O.A./Ea. 2 y � 90 GPM 3'SJS1- -3'SJS1 90 GPM g W ^ O Com ound Gau a WekslerAA442CC4LW Gom ound T e 3 (Typical) 2'-9 o0 7'-11 Clear -9" 1 - M �C °a o -, 5 2 Q NG e°° �a Gsn Q P Pressure Gauge Weksler AA442PE4LW 0-60 psi Return Inle Proposed 1 13 S.F. y, `�� M --I Q Hydrostatic Relief Valve Pentair 07017-0158 W/Collector Tubes 6 (Typ. of 4) In-Door S a Pool N ?N Q1 Air Blower Ame ek DR404AL58M 60 Hz 2 3'-5" -- 3'-5" 3'-5" 3'-5" Locate Tee At R 2 Sight rGlrner .StopPena tic 50901600ttor Timer, Hi Tem.Alarm, SO,Temp Hydrotherapy Head 2-10" 15 GPM Sumps Between 15 GPM �— ;. Sums S Hand Rail S.R.SmithThree Bend Field Measure (Typical of 11) U Chemical Controller Pentair IntelliChem - 1 2'-2 '-2" a D V Accessible Lift S.R.Smith MultiLift 575-1005 Provide Seat Saver Cover 1 3' 2'-6" 2'-6" 2'-6" 3' _ 0 W Hydrotherapy Head Waterway 210-5830 15 GPM/Head Nozzle i 1 15 GPM 15 GPM 15 GPM 15 GPM C1404 X Underwater Lights Pentair Intellibrite Color LED 12V W/Intellibrite Controller 5 Provide Expansion Joint N X1 UW Li ht Junction Box Pentair 78310600 1 Behind Coping Stone 3 EEr NCHES M i',v �. Around Entire Pool. DEEP N Y Flow Switch ITT McDonnell FS-2 50 E Eye Wash Station BradleyS192246PT Provide Sin 1 Seal Joint With Self Z Pool Alarm Pool uard PGRM-2 W/ Remote Annunciator* 1 Hydrotherapy Head De th & No Precast Coping 45 GPM 3o GPM 15 PM 15 GPM DPD Water Test Kit La Motte Pro 250 Plus Code: 7002-NJ 1 Leveling Thiokol P 3 SJR1 2 SJR1-� ?- 2 SJR2 First Aid Kit•#' Recreonics 12-013 24 Unit Red Cross 1 (Typ. of 11) Diving Markers Stones (Typical) All Piping & Fittings Under 2'SJA1 2"SJA1 2"SJA1 2"SJA2 Rescue Tubes Recreonics 12-303 W/6' Lines 2 P 9 g ReachingLife Pole Recreonics 12-237 16'ton 1 Shell To Be Sch.80 3'SJS1 90 GPM 75 GPM 3"SJS2 Sine Board"' Recreonics 12-335 6' Long-CJ Rescue Pk 1 B Extrication Collar*** Recreonics 12-287 Head Immobilizer 1 B Notes: Child Resuscitator Recreonics 12-469 -Disposable Type 2 1 Proposed In-Door Spa Layout Plan 1. Pipe Diameters Change Only At Tees. Adult Resuscitator Recreonics 12-468 Disposable Type 2 SP-6 Scale: 1/2" = 1'-0" 2. All Elbows shall be long sweep. RingBuoyRecreonics 12-250 US Coastal Guard Approved 2 4 Proposed In-Door Spa Hydro-Therapy Piping Plan ' Permanently mount alarm annunciator and transformer in labeled lockable boxes. •' Shared By All Pools. SP-6 Scale: 1/2"= 1'-0" St. St. Hand '• Shared By In-Door Pool &Spa. U$ Rail (Typ. of 2) If Required to Adjust Low Voltage. Note: Revise And Provide Deck Safety Equipment Based On Level Of Supervision Per Owner. Removable Stainless Steel Fill Spout. 4"Wide Non-Slip Frost Proof Tile On It is Our Understanding That Owner Will Provide Supervision LevelIV. Coping Provide Cap. Leading Edge & Front Face of Each Stone Step- Both Sides, Contrasting Color. Portable Vacuum Requiremen s Skimmer Stairs Shall Be Of Non-Sfip Design Provide the Following: Flexible Water Line 1 Mode l JPl 50 (B HP ell ql ua)vacuum system Joint A'- (Elev. 0.0 ) 2. One (1) Hayward 19 inch Flexible vacuum. 3. One (1) aluminum handle compatible with • FEET L+ INCHES ,,;: vacuum head. V Hydro Head ; . °�P Hydra Head 4. 50 feet of hose. 10" (20"Max.) Provide all signs. ..:; e :. _, Oil Creek Bench 3'-6" •° Spare Parts Provide the Following: ' •.• •• 1 SF Tubing 1 Skimmer Basket 8"Thick 1 Strainer Basket /Pump -4"•• • • • . Gunite --r_3"SSK 70 GPM . •.• Underwater LED 70 GPM 3'SR 35 GPM 2'SR 17.5 GPM 2"$R .'4 . • . �� . . :• . .. . .' Light (Typ.) Pipin Legend • 70 GPM SMD Spa Pool Main Drain SSK S Pool Skimmer p O p p O O O O O O O O O C � SR Spa Pool Return Main Drain SF Spa Pool Fill Suction Sum Sump(Typ of 2) (Typical of 2� SJR# Spa Pool Jet Return W 0 SJS# Spa Pool Jet Suction LO 1'-4'- V-6" 1- 7'-10" - 1 V-6"--1-'-�'-4" iN SJA# S a Pooi Jet Air 70 GPM s� CV 2 In-Door Spa Cross Section 17.5 GPM SP-6 Scale: 1/2" = 1'-0" All Piping & Fittings Under Shell To Be Sch. 80 St. St. Hand Rail (Typ. of 2) S\ No es: Depth & No ° l. Pipe Diameters Change Only At Tees. Soft Protective Diving Markers o o g p• Cover (Typical) 17.5 GPM oag 70 GPM 70 GPM ogo 17.5 GPM 2• All Elbows shall be Ion sweep. White Marcite Coping --®. 3"SMD 3'SMID so -0-- Removable Stainless (1/2"Min.) Entire Stone s o Steel Fill Spout. Poo! Bottom & 0. Provide Crap. Flexible Walls ' Joint o04 Locate Tee At oas • EET INCHES : . Midpoint Betwee t • 3 v DEEP Main Drain Sumps Hydro 4 Wide Jon-Slip ' Head ° O ® ® (20" Max.) 10" Frost Proof Tile on .:°• % (- ) Top and Face of '' 17.5 GPM ' CL 21 Bench • . 4 16" N o Return U.L. ._ �.. (Typ. of 4) r� (Typ. of 5) . ._• 1 -11 ' • • IF CN 8"Gunite , - '• ' ':' D 1•• i •.• • , • .. County Review Stam �d w• .� .. '•...•••• �� 4. '• O O O • 'e: O O O 1 01/10/24 Per SCDHS Comments Dated 12/27/23 8"Gravel or Rev. o. Rev. Date Description Crushed Bluestone 17.5 GPM 2"SR 0 GPM 2"SR Jet Suction Main Drain 3'SMD 70 GPM , ' Larry A. Rubinson, P.E. The Enclaves Pipe Suction Pipe -- 56655 Route 25, Southold, New York 11971 bV Hydrostatic Relief -Door Valve (Typ. of 2) Graphic Scale ri � 5-� � Proposed In & Out-Door Pools & Spas 8 & W ngineers,2' 0 1 2' 4' := 380 Townline Road,Suite 150,Hauppauge,New York 11788 W Phone 631 969-8535 Fox 631 969-8518 Dwg.No.: 3 In-Door Spa Cross Section 5 Proposed In-Door Spa Recirculation Piping Plan s (3 In-Door Spa Pool Layout, Piping & Cross Sections SP-6 �-6Scale: 1/2" - 1 -0 (in feet) o sq5� .`� �-6Scale: 1/2" = 1'-0" 1/2 inch= 1'-0" "uf� Of gaP�' Dwg.Scale: Designed By Checked By Date: ) 6 Li c 56 As Noted PRG LAR December 14,2023 1 2 3 4 5 1 2 3 4 5 In-Door Pool ® Flow In-Door Pool Valve & Operational Chart In-Door Pool Hydraulic Calculations Filter Room Symbol Legend (All Pools &Spas) 3„ Meter** Valve Valve Valve Valve Actual Equiv. Gallons Pipe Velocity Drop Actual Sub Designation/Description Designation/Description ® O Install 2"0 R.P.Z. o. Description Type Diam. Filter 113ackwash Drain Fill Length Length Per Size (Ft/Sec) Feet/ Loss Total Fill - Utilize Single Water Line Service & 1 Return Butterfly 3" O C C (Feet) (Feet) Minute (Inches) 100 Feet (Feet) Ball Valve © Waste Sump R.P.Z. For All Five Bodies of Water Sight 2 Main Drain Butterfly 3" T O O Plumber Shall Obtain (� g ., Recirculation 1 Glass 3 Skimmer Butte I O C C -- R.P.Z. Permit ® 4 Pump Suction Ball 2" O O O 28 42 11.25 2 1.08 0.27 0.11 - Butterfly Valve a 5 Pump Discharge Ball O O O 30 45 22.5 2 2.15 0.93 0.42 100 GAL Chlorine O 3 32 48 33.75 2 3.23 1.93 0.93 chlorine Crock c 6 Mu ti o Multi port F B W - b U 20 30 45 2 4.30 3.28 0.98 - Gate Valve crock a 7 Acid Line Globe 1/2 O C C 3" Recirculation o m 8 Chlorine Line toe 1/2" O 36 54 90 3 3.91 1.73 0.93 3.37 A 0 Strainer P Pressure P ' 9 - __ __ 0 Skimmer 3"SK - CompoundOOMLE auge 2" O 10 Heater Influent Ball 2" O 66 99 45 3 1.95 0.48 0.48 - Check Valve p Gauge VIP I ,� 36 54 90 3 3.91 1.73 0.93 1.41 so GAL Murlatic Acid 11 Heater Effluent Ball 2 O C C Acid Crock 3„ _ Bottom Suction PQ© Pressure Gauge Crock4 5 A 13 Salt Clrinflue�t Ball Butterfly 2" O 2„ O Cut End Pi _ 90 135 90 3 3.91 1.73 2.33 2.33 Y MD - o © C�45 Ang e 14 Salt Cl Effluent Ball 2" O C C Total Piping Loss 7.11 VP Compound FlowVis 18" Min. p� Check Valve/ 15 Salt CI By-Pass Butterfl 3" T Sand Filter (Dirty) Head Loss 25 '1' Gauge Flow Meter Provide 6 Air Gap ® Strainer O-Open, C-Close, T-Throttle, F-Filter, B-Backwash, W-Waste Inlet Fittings 10 Flow Meter Backwash/Drain Strainer 5 © Sump Water Heater Head Loss 9.8 P ► Flow Arrow 210 Safety Factor 8.09 O --- To On-Site Total System Head Loss 65 Ft O Reducer Sand Filter (-M Drywell O II Bottom Grate Velocity (Filtration) 0 Chlorinator r------------------------------- - a Assume 100% Flow through 1 Grate --' ---------; Velocity=90 GPM/448GPM/CFS/42.12 S.I.x144 S.I./S.F. 1 3„Return =0.69 Ft/Sec < 1.5 Ft/Sec O.K. PE) Acid Feeder U Chemical I I E1 ( I Controller I ' <E> Circulation ( ITT McDonnell & Miller (FS251) Pump 2 I I 1 Flow Switch -Wire to Pump* O Flow Switch ® ®I Si ht Glass I DO IntelliFlo3 VSF High Performance Pump Curve Y g I Y [;p 3 � ' I 14 13 l2 3 R - Recirculation Pump 15 90 1 o ® 11 080 1/2"O.D. 2 60 B ( Feeder Tubing I FlowVis so B I O 1 I O 40 I F G1 � 30 Double Wall EO in 20 (2) 100 Gal. Paint Pipes Per Color Code Schedule 10 Acid Crock Chlorine 1 Crock ( 180 All Chemical Feed Equipment Shall Be Electrically °° 20 40 60 80 i00 1Z0 140 '60 GPM All Pressure and Vacuum Gauges Dial I I Interlocked With The Pool Pump So That It Cannot VotumeMciaowRatelnGPM Size Must Be 3-1/2"Inch, Minimum. Chlorinator L-----__----� Operate When There Is No Flow In The Pool Return Line. Provide 110% Containment For Each Croc Pump Curve From Pump Article 12 * Flow Switch Makes or Breaks an Electrical Circuit When Manufacturer, Pentair Owner Will File For&Comply With Flow Stops or Starts. Flow Switch to De-Energize Chemical Article 12 of SCDHS, If Rei uired. 1 In-Door Pool H draulic Schematic Pump When There is no Flow on the Return Line 2 Filtration Pump Curve P-11 N.T.S. ** Locate Flow Meters On A Straight Run Of Pipe SP-1 Scale: N.T.S. 10 Diameters Downstream & 5 Diameters Upstream Of Any Fitting Or As More Stringency Specified By Manufacturer Flow** IntelliFlo3 VSF High Performance Pump Curve In-Door Spa ZOO HydProtherapy umpP ® Metero 3Recirculation Pump In-Door Spa Pool Hydraulic Calculations In-Door Spa Hydro Jet 1 Hydraulic Calculations In-Door Spa Hydro Jet 2 Hydraulic Calculations O O Hydro b 9° Actual E uiv. Gallons Pie Veloci Dro Actual Sub Actual E uiv. Gallons PI e Veloci Dro Actual Sub Actual E uiv. Gallons Pie Veloci Dro Actual Sub Jet Suction 1 ® ® q P P q P P q P P Temp. Heads 1 80 Length Length Per Size (Ft/Sec) Feet/ Loss Total Length Length Per Size (Ft/Sec) Feet/ Loss Total Length Length Per Size (Ft/Sec) Feet/ Loss Total 2 Sensors Strainer r r--------------------------------- --� 70 (Feet) (Feet) Minute (Inches) 100 Feet (Feet) (Feet) (Feet) Minute (Inches) 100 Feet (Feet) (Feet) (Feet) Minute (Inches) 100 Feet (Feet) ---- Spa Water r_�Qn�rgl Wire f_______� ( ( Level 18" Min. PVC Perforated Recirculation Hydro Head 1 Hydro Head 2 Spa Water I 1(f_________________S ; Locate Air Hartford I Pipe Intake 50 Level ____�_ __ _____________� 34 51 17.5 2 1.66 0.57 0.29 4 6 15 2 1.43 0.44 0.03 4 6 15 2 1.43 0.44 0.03 18 PVC Perforated sill- Control Wire Loop as Close to Spa i 40 P P 18 27 35 2 3.34 2.08 0.56 4 6 30 2 2.86 1.57 0.10 4 6 30 2 2.86 1.57 0.10 Locate Air Hartford Pipe Intake c� As Practical `� _ 0 62 93 70 3 3.03 1.11 1.03 1.88 32 48 45 3 1.95 0.48 0.23 4 6 45 3 1.95 0.48 0.03 Loop as Close to Spa _________ Q ______ p Skimmer 4 6 60 3 2.60 0.83 0.05 4 6 60 3 2.60 0.83 0.05 As Practical -'-- 1 PVC Pipe Header Z 10 74 111 70 3 3.03 1.11 1.23 1.23 4 6 75 3 3.25 1.25 0.08 137 206 75 3 3.25 1.25 2.58 2.79 I Spa Panel I To Hydrotherapy Heads 1 Switch ° -4-4 C PVC Pipe Header On Deck 1 3' Air 0 20 a0 60 so 100 120 140 160 180 Bottom Suction 140 210 90 3 3.91 1.73 3.63 4.12 Jet Suction 2 To Hydrotherapy Heads2 1 1 Flow Blower VolumeMcRawRateinGPM GPM 98 147 70 3 3.03 1.11 1.63 1.63 Jet Suction 1 98 147 75 3 3.25 1.25 1.84 1.84 3" Air Switch 1® 'Hydrotherapy Meter** Pump Curve From Pump 98 147 90 3 3.91 1.73 T41 4.41 Total Piping Loss 5.98 Blower 3, 1® ' 1 Pump © � ® O 3" p p Total Piping Loss 4.74 Total Piping Loss 8.53 Required Pressure ff at Hydro Head 45 r Manufacturer, Pentair Air Induction System Shall Be Installed Jet Suction 2 ® ® Heads 2 5 Filtration Pum CUrve dro Sand Filter (Dirty) Head Loss 25 q ( ) y Strainer ( ) y 5 To Prevent Water Backup That Could 2 Temp. Required Pressure ff at Hydra Head 45 Sensor Strainer SP-11 Scale: N.T.S. In-Door Spa Inlet Fittings 10 Strainer 5 Cause Electrical Shock; Hazards. Provide Strainer 5 Safety Factor 9.02 Air Loop & Check Valve On Water Line. O Flow Water Heater Head Loss 9.8 Safety Factor 6.47 Total System Head Loss 65 Ft 3 In-Door S a Pool H drothera Hydraulic Schematic 3' Meter** �-lScale: N.T.S. IntelliFlo3 VSF High Performance Pump Curve y Total System Head Loss 65 Ft Jet system#t Safety Factor 5.46 Bottom Grate Velocity (Jet 2) (E�FESight Total System Head Loss 60 Ft ] y Bottom Grate Velocity(Jet 1) Assume 100%Flow through 1 Grate Glass ffi 90 3 Assume 100%Flow through 1 Grate Velocity= 75 GPM/448GPM/CFS/50.1 S.I.x144 S.I./S.F. s Velocity= 90 GPM/448GPM/CFS/50.1 S.I.x144 S.I./S.F. =0.48 Ft/Sec < 1.5 Ft/Sec O.K. 3" Recirculation 0 70 Bottom Grate Velocity (Filtration} O3 O Strainer (� Pressure © 60 =0.58 Ft/Sec < 1.5 Ft/Sec O.K. v Assume 100% Flow through 1 Grate 3 SK Compound Pump (3 H.P.) Gauge 2„ $ so Velocity= 75 GPM/448GPM/CFS/42.12 S.I.x144 S.I./S.F. D Gauge � VIP 3„ C © A ao =0.57 Ft/Sec < 1.5 Ft/Sec O.K. 3"MDAt 7 ® © Cut End Pipe 0 � 0 2 FlowVis 18"Min. Q 45°Angle s o 0 ------, ° Check Valve/ Provide 6"Air Gap ° zo "° 60 so 100 120 14D 160 180 Flow Meter P GPM In-Door Spa Pool Valve & Operational Chart ________ tic VdumeMC Fow Rate fn GPM Pump Curve From Pump alv Description Valve Valv Valve Install 2" R.P.Z. I I SW/Drain Manufacturer,Pentair o. T Diam Filte Backwash Drain Fi{I Utilize Single Water Line Servi e & I P 1 e urn u eFill -+ O - R.P.Z. For All Five Bodies of W ter 1 2„ 6 H drothera Pum Curve 2 Main Drain U ee 3;; T O CPlumk�er Shall Obtain I ( ITT McDonnell & Miller (FS251) To On-Site SP-11 Scale: N.T.S. In-Door Spa - Jet 1 - 1 I f 4 um uc ion a R.P.Z. Permit I 1 Flow Switch -Wire to Pump*** D ell 2' O C I 5 um Discharge Ba 2' O O I I O 3"Return IntelliFlo3 VSF High Performance Pump Curve 6 Mu t o Mu i o F B W 0 3 1 1 12 Jet System#2 7 Acid Line Globe 1 2" O C C I 8 Chlorine Line Globe 1 T O C C [� 3 R o 90 9 Fill Line Ball 1" - - - O jAid j 11 10 80 10 H ter In II "11 at r t I1/2"O D 2 1 01/10/24 Per SCDHS Comments Dated 12/27/23 12 He to -Pass utt*Locate Fkow Meter On ��Straight Run Of Pipe Tubing FlowVis 13 r u do 1 B ;; Rev. No. Rev. Date Description 40 14 H dr s h r 1 I 2 Larry A. Rubinson, P.E. The Enclaves 20 Diameters Downstream & 5 Diameters ( E 15 H dro uctio Ball 'Upstream Of Any Fitting Or As More Stringency ( OIle O E Specified By Manufacturer. Elbows & FittingsG1 GL H o 16 o h r Ii' 56655 Route 25, Southold, New York 11971 Upstream & Downstrem Will Require Additional50 GAL I 2 lO Gal. 1 $ 10 O-Open, C-Close, F-Filter, W-Waste,T Throttle �4 OWN � _ Run of Straight Pipe. E O 00 I ,� p�- �r Proposed In Door & Out-Door Pools & Spas Double Wall � O Chlorine ° G'1 ate' - - --��.` ** Items Shared B All Five Bodies of Water Acid Crock** 1 0 20 eo 60 eo 100 120 140 160 1ao 4t ,� y I Crock** I Provide 110%a Containment For Each Croc VolumetdcRowRatelnGPM GPM f, R & W / En ineers, P.C. *** Flow Switch Makes or Breaks an Electrical Circuit When L--_-____-__� Flaw Stops or Starts. Flow Switch to De-Energize Chemical r. . 4c, , 380 Townline Road,Suite 1 Hauppauge,New York t t788 Pump Curve From Pump f� � ���t v:.••�`�� W � Phone 631 969-8535 Fax 631 969-8518 Chlorinator Manufacturer,Penta� ' . R; r•�;° s Dvvg. No.: Pumps When There is no Flow on the Return Line .y In-Door Pool & Spa Hydraulic Schematics & Calculation Utilize Single Water Line Service & 4 In-Door Spa Pool Hydraulic Schematic 7 Hydrotherapy Pump Curve �,� b$s� R '" SP-11 R.P.Z. For All Five Bodies of Water �-lScale: N.T.S. SP-11 Scale: N.T.S. In-Door Spa - Jet 2 L{cenRoF SS��� 5b Dwg•Scale: Designed By: Checked By: Date: of As Noted I LAR 1PRG December 14,2023 16 2 3 4 5 1 2 3 4 5 Flow Q Hydrotherapy © Meter** Out-Door Spa 21 3" DO Q Pump ® 0 3 Out-Door Spa 2 Pool Hydraulic Calculations Out-Door Spa 2 Hydro Jet Hydraulic Calculations Jet Suction ® Hydro Actual E uiv. Gallons Pi Velocity Drop Actual Sub Actual E uiv. Gallons Pie Velocity Drop Actual Sub Heads q p q p p IntelliFlo3 VSF High Performance Pump Curve IntelliFlo3 VSF High Performance Pump Curve 2, Temp. 2" 3" Length Length Per Size (Ft/Sec) Feet/ Loss Total Length Length Per Size (Ft/Sec) Feet/ Loss Total Sensor� Strainer � ( (Feet) (Feet) Minute (Inches) 100 Feet (Feet) (Feet) (Feet) Minute (Inches) 100 Feet (Feet) Recirculation Jet System __--� ( Recirculation Hydro Head 1 so c 0 _ CO -_-_�__--- --- ----� 28 42 11.25 2 1.08 0.27 0.11 6 9 15 2 1.43 0.44 0.04 b Control Spa Water ~ 1 14 21 22.5 2 2.15 0.93 0.20 24 36 30 2 2.86 1.57 0.57 s o s ,o Spa Panel Wire Level 18 Min. PVC PerforatedNIJ ( Pipe Intake 272 408 45 3 1.95 0.49 2.00 2.31 10 15 45 3 1.95 0.48 0.07 On Deck Locate Air Hartford Skimmer 272 408 90 3 3.91 1.73 7.06 7.74 Loop as Close to Spa i 294 441 45 3 1.95 0.49 2.16 2.16 Jet Suction l 50 40 A As Practical Bottom Suction 290 435 90 3 3.91 1.73 7.53 7.53 A Air Induction System Shall Be Installed PVC Pipe Header ® ````-"�Switch 288 432 45 3 1.95 0.49 2.1Total Piping Loss020 20 To Prevent Water Backup That Could To Hydrotherapy Heads Total Piping Loss 6.59 010 103' AirRequired Pressure ff at Hydro Head 45 Cause Electrical Shock Hazards. Provide Blower Sand Filter(Dirty) Head Loss 25 0P 0� At- Air Loop Check Valve On Water Line. 10 60 so Strainer 5 0 20 60 80 100 120 140 160 180 0 20 100 120 140 160 180 Out-Door Spa Pool 2 H drothera H draulic Schematic Inlet Fittings 10 Safe Factor 4.73 Volvmetric flow Rate inGPM GPM VdumetricRowRate lnGPM GPM P-1 Scale: N.T.S. Strainer 5 Total System Head Loss 70 Ft 3 O Flow Pump Curve From Pump Pump Curve From Pump ** Water Heater Head Loss 9.8 Manufacturer,Pentair Manufacturer, Pentair O O Instal!2"O R.P.Z. Meter Utilize Single Water Line Service & Safety Factor 8.61 Bottom Grate Velocity (Jet 1) Fill R.P.Z. For All Five Bodies of Water Sight Total System Head Loss 65 Ft Plumber Shall Obtain ®® Glass 2 y Assume 100% Flow through 1 Grate 3 Recirculation PumpCurve 4 H drothera PumpCurve 1�� R.P.Z. Permit s SP-1 Scale: N.T.S. Out-Door Spa P-13 Scale: N.T.S. Out-Door Spa - Jet a Velocity=90 GPM/448GPM/CFS/50.1 S.I.x144 S.I./S.F. p 3„ Strainer Recirculation Pressure Bottom Grate Velocity (Filtration) =0.58 Ft/Sec < 1.5 Ft/Sec O.K. O3 O Pump 3 H.P. © Gauge © Assume 100% Flow through 1 Grate 3"SK ® Compound p ( ) g 2 Velocity=45 GPM/448GPM/CFS/50.1 S.I.x144 S.I./S.F. ' Gauge S VIP � 3„ C © ® A =0.29 Ft/Sec < 1.5 Ft/Sec O.K. 3"MD 2„ � © Cut and Pie Color Code Schedule Out-Door Spa 2 Pool Valve & Operational Chart O @ 45 Ang e FlowVis 18" Min. Pump Set Up at Filtered Water Aqua ValveDescription Valve ValveValve Check Valve/ 60 GPM During O ,--------- o. T Diam Filter Backwash Drain Fill Flow Meter Backwash o 1 Provide 6"Air Gap Potable Water Dark Blue 1 Return u e ------------- �-- r --- = Skimmer Olive Green 2 Main-Drain Butte 3" T O C - ( I I Backwash/Drain Main Drain Black 3 kimmer Bu terf - I 1 O Sump Chlorine Line Yellow 4 um Suction a - I P 5 Pum Disc are a 2 O - I I 2„ Acid Line Pink - I 6 Multi Mu ti o F B W ( ITT McDonnell &Miller (FS251) To On-Site Backwash Waste Dark Brown 7 Acid Line Globe 1 2' O C C I ! Flow Switch-Wire to Pump* Drywell Sewer Dark Grey8 Chlorine Line Globe 1 2" O C C - 3" Return 9 Fill Line Ball 1" „ O Deck Drain Light Brown 10 !I O I 3 I 12 11 Heater t all - B B 3" R 12 " 13 jLC8 11 14 Hro, arae all "„all 1 O /2"O.D. 2Acid Tubing I * O-Open, C-Close, F-Filter, W-Waste, T Throttle Feeder I I FlowVis Locate Flow Meter On A Straight Run Of Pipe I I 20 Diameters Downstream &5 Diameters G1 I 1 HO Upstream Of Any Fitting Or As More Stringenty OF O ( © Specified By Manufacturer. Elobws & Fittings 50 GAL 1 I Upstream & Downstrem Will Require Additional Double Wall EO (2) 100 Gal. I Run of Straight Pipe. All Chemical Feed Equipment Shall Be Electrical Acid Crock** Chlorine IY ** Items Shared B All Five Bodies of Water Interlocked With The Pool Pump So That They Cannot I Crock** I Provide 110% Containment For Each Croc Y Operate When There Is No Flow In The Pool Return Line. t_-_-----_-_-� *** Flow Switch Makes or Breaks an Electrical Circuit When Chlorinator Flow Stops or Starts. Flow Switch to De-Energize Chemical Pumps When There is no Flow on the Return Line 2 OUt-Door Spa Pool 2 Hydraulic Schematic **** Utilize Single Water Line Service & P' N.T.S. R.P.Z. For All Five Bodies of Water Drinking Fountain &Hose Bibs 1"to In-Door * Construct Platform To Support Heaters, Sand Filters & Pumps. Plan Provided by Project Architect. Number of Plumbing Fixtures Submit Shop Drawings to Owner's Architect for Approval. Drinking Fountain & Hose Bibs **Suspended Piping (6'-8"Min. Clearance) Chlorine Controllers Mounted On Wall, TO u - oor Shall Be as Required by Code &the Building Department In-Door Pool Top Shelf, In-Door Spa Middle Blower Hartford LoopExtending 18"Above 2' R.P.Z. Valve Main o0 1 o In-Door (Typical) Water Toilet Facility Notes: Shelf, Out-Door Pool Bottom Shelf. Spa Deck. Route & Locate Per Architect. V to Out-Door Spa 1 (Typical of 4) From Potable All plumbing fixtures and fixture fittings to be installed *** Mechanical Engineer to Size Chlorine Controllers Mounted On Wall, according to the latest Uniform Plumbing Code. Each Adequate Gas Service & Out-Door Spa To Shelf, Out-Door Spa Water 1 to Out-Door Spa 2 toilet room shall have the following: Pressure Bottom Shelf. p p Chlorine Controllers Haunted On Wall, 1"to Out-Door Spa 1 1. A floor drain. Out-Door Spa Top Shelf, Out-Door Spa Acid Metering Pumps Mounted On Wall, Bottom Shelf. b. Out-Door Spa 1 Top Shelf, Out-Door Spa 2 2"to Out-Door Pool 23.. Base sanitary cove lase 1 C Bottom Shelf. 4. A covered waste bai molding. basket. C Out-Door Main Pool Water Enlarged View 5. Suitable sanitary napkin receptacles shall be provided Acid Metering Pumps Mounted On Wall, Heater W/Vent Kit. *** in the female toilet room. In-Door Pool Top Shelf, In-Door Spa Middle Shelf, Out-Door Pool Bottom Shelf. Stacked Out-Door Spa 1 &2 6. Floor ceramic the to be smooth-finished with non-slip surface. 6"O Pipe to Water Heaters W/Vent Kit.*** Leaching Pool I 100 Gal. Double Wall Lower Heater Installed on •� 7 laQatories.ll Chorine Crock (Typ.of 2) Platform.* Sanitary Base Trash Can 8 mounted liquid soap dispenser to be installed at Concrete Pad. Upper on . Paper towel dispenser must be provided at each room. Provide One (1) 20"x 20"x 24"D I Cove (Typical) W/ Cover Iw_ Deep Conc. Block Sump. In-Door& Out-Door Spa Jet Stacked In-Door S & Main Pool Coat Interior W/ 1/2"Marcite Pumps T of 4 pa �, �`` a -- -- p ( yp' ) Water Heaters W/ Vent Kit. *** \\, f% lt Lower Heater Installed on Concrete Pad. Upper on - Hose Bib W/ �� Platform.* Vacuum Breaker See Enlarged---' I I Emergency Eye Wash Station View W/Sign ! I Women's 50 Gal. Double Wall Tile Floor Room Acid Crock Spa Hydro System Air Blower. Install As High As Possible. (Typical of 4) Floor Drain I F.D.p (Typical) Locate Electric Panel Per Code 10 f Tile Floor Out-Door Pool Recirculation Pump (Typical of 2) Sand Filter Sand Filter Sand Sand ® I Flier Filter Men's Hose Bib W/ Room Vacuum Breaker D Out-Door Pool Sand Filter Provide 42 Wide Door W/Top Filter Room Dimensions: D(Typical of 2) In-Door Spa Pool & Bottom Louvers 15'-0"23'-3"&26'-3" Sanitary Base Stacked (2) Out-Door Spa Pools I Sand Filter Cove (Typical) Recirculation Pumps &Sand Filters. 1 01/10/24 Per SCDHS Comments Dated 12/27/23 Lower Pump & Filter to be Filter Equipment Room Notes: Installed on Concrete Pad. Upper 1.Swimming pool equipment room shall have artificial lighting sufficient to illuminate equipment and supplies. Rev. No. Rev. Date Description Ins Equipment C Platform.* 2. Provide 42"wide lockable doors with top and bottom louvers. Lary A. Rubinson, P.E. The Enclaves q p 3.All piping not shown for clarity. Inspect room to determine exact location and clearance of piping and equipment. 4.All meta pipe supports and associated hardware not shown shall be either stainless steel or PVC coated. p P pp 1 1 56655 Route 25, Southold, New York 11971 5.Wire each pump to its own circuit breaker and in strict accordance with manufacture►s specifications. " r � 6. Locate flow meters on straight pipe lengths a minimum 10 sa downstream and 5 m upstream of any fitting , '; h � Proposed In-Door & Out-Door Pools & Spas or as more stringently specified by the manufacturer. `"' 7.All valves, piping and equipment in the fitter room must be readily accessible. § R & W / Engineers P.C. 8. All piping equipped to drain completely. r. }"'u"' 380 Townline Road,Suite ISO,Hauppauge New York 11788 6 In-Door & Out-Door Toilet Facilities :. u. oor Phone 631 969-8535 Fax 631 969-8518 5 Filter Equipment Room Layout 9.All chemical tubing to be in rigid conduit anchored to floor or walls. r� ., ' . ,) N.T.S. 10. Place acid and sodium hypochlorite in separate carrier pipes. - N.T.S. `t.`1 �''x- r� " Ovt-Door Spa 2 Hydraulic Schematic, g NO 11. Heating equipment to be installed and vented to outdoors in accordance with latest Uniform Code. Ls rg�r, Calculations, Filter Room & Toilet Facilities SP-13 12.All wiring to be conformed with latest Uniform Code. >�,, 13.Mechanical ventilation shall provide 12 air changes per hour in equipment room with intake located within 6 inches YOF S�o� Dwg.Scale: Designed By: Checked By: Date: i of the floor. Licen 56 As Noted LAR 1PRG December 14,2023 .� 2 3 4 5 1 2 3 •4 5 Steel Cover Requirements Flexible Expansion Flexible Expansion 1'-6"--l (�"'34 �"'i * Riser Heights As Follows 2•'on Water Side &X on Soil Side 11„ Joint 11 I 1.9"O.D. St. In-Door Spa = 5 Risers-9.4"High Finished Deck Finished Deck .�i �\ 1.9" O.D. St. St. p g Note: Coping Stone Not Shown for Clarity Water Line 3" 4 Wide Non-Sfp Frost Water Line 3" :�•' ��•: Handrail St. Handrail Out-Door Spas= 4 Risers- 10.25 High Proof Tile On Leading :-' \ ' 8„ Edge & Front Face of 19'�(In-Door) Each fr•- 8" `\ O ® •' f' Steel-Tex Each Step &Seat `. , '� . 4 Stirrups @ 8"O.C. ' 16' (Out-Door) -• I \ 2'-10" Contrasting Color -• 2'-10" , le �. „ " .•,.�-y4:�•' • 1 \• Tile 2 Radius (20 Max.) ; ;; Pentair Pool Products Bermuda 1>' 8" \ Skimmer With Equalizer Check '' 1/2"Marcite 8„ :� ' '' 1 ` Finish _ \� Valve Assembly. Removable #4 Stirrups @ 8"O.C. **#4 Rebars @ 8"O.C.E.W. Cast Aluminum \` 4„ Cover ; �. N: Anc Water Level PneumaticallyA tied Pneumatically Ap tied L If \ Depth Varies Concrete (Guite� Concrete (Gunitep _ Typical , o A See Plans 8„ �` 17 Water Level \` Bonding bo A 8" \ Wire (Typ.) 18 Tile Over Excavate Sides **#4 Rebars @ 8"O.C. Horm 2 " '-= **#4 Rebars @ 8" O.C. Horrz. 1/2"Radius & Form Pool „ #4 Bar @ 12' 16 �_ ** 1/2" Radius 4 ** #4 Rebars @ 8 O.C. Vert. r O.C.E.W. Minimum 6"Radius #4 Rebars @ 8 O.C. Vert. 1/2"Marcite (Walls) onding Minimum • ► • • (Walls) Finish ' _,° Wire (Typ.) #4 @ 8 Plastic 9 ( ) N. . �• 4 @ 8" "-'' 1 2 -2"Contrasting Provide One 1 #4 Ba a. OCEVV Steel-Tex #4 Bar @ 12" At Each Corner 2'-3" `OCEW Equal Risers Color Ceramic Tile . . O.C.E.W. - 1 Anchor (12"Max.)* @ Step Nosing (Typ.) (Typical of 4) 8„ >' EqualRisers 2 2"Contrasting Stairs Shall Be Of ,. 8" '....� . *Radius Note: +�.:� x �•'` . `�« Radius Note: „ 1 2 #4 Bars • �'R ,• ;: - � 9.4 Color Ceramic Tile Anchor Socket With Non-Slip Design Pool Wall ► 'o •.. Wails shall be either(1)vertical for a distance •��•' � •• ••- �•••=•� � . .''•��'n':*'•-: •:�•-�:"�' �• Walls shall be either(1)vertical for a distance @ $te NOSin T I Locking Wedge & ` of at least six feet;or(2)vertical for a distance of at least six feet;or(2)vertical for a distanc (10 MaX./Riser) p g ( Yp') Escutcheon of at least three feet below the water level; ,� of at least three feet below the water level; 1 #4 Bar @Each Step 6"IN* Min. La below which the wall ma be curved to the 8 Mjn -0 Min.;LaF* 1 #4 Bar @ s' Y � below which the wall may be curved to the . Tied t0 Shell Steel Cage $� bottom with a radius not greater than the _ Tpoebottom with a radius not greater than the Each Step Gravel Or Crushed difference between the depth at that point Gravel Or Crushed difference between the depth at that point and three feet;provided that the vertical is and three feet;provided that the vertical is Cast Bronze Anchor Socket Blue.Stone interpreted to permit slopes not eater than Blue Stone With Locking Bronze Wedge & Tie to Pool 1'honzonal per 5'of depth of side�wall 11° interpreted to permit slopes not greater than p p ( )• 1'horizonal per 5'of depth of sidewall(11 ) SS Bolt &SS Escutcheon Steel Cage Note: 1 Typical Wall Section ��Flooe•Steel#4 Rebars@8"O.C. 2 Typical Wall Section at Bench �' 3 Stainless Steel Hand Rail & Steps, 4 Stainless Steel Hand Rail & Ste 5 Skimmer Plan View SP-14 Each Way in Middle �14 Each way inMiddle'rof8 sab' P-14 N.T.S. SP-14 N.T.S. In-Door & Out-Doors as P-14 N.T.S. All POOIS/S as N.T.S. All Five BodiesN.T.S. Spa Pools In-Door & Out-Door Pools p p of Water To Filter Pump Eletrical Notes Approximate Locations of Depth Markers Are, Indicated on the Drawings. Motor 1. Provide a dedicated circuit Depth Marker Installation Shall Conform to the Following: Expansion Joint -+- Steel or Cast Iron Base- breaker for the pump. 1. Permanent Markers Shall Be Installed On the Pool Deck and Wall. Caulked at Surface Deck Grout Solid 2.Wire pump in strict accordance with 2. Depth Markers Shall be Tile With a Slip Resistance of 0.9 or Greater. manufacturer's specifications. 3. Depth Markers Shall Be Installed at points of Minimum and Maximum ' S/S Bolt 3. Connect bond wire to the pump Depth, The pool Breakpoint and Increments of 2 Feet of Depth. Provide Flexible •. , ' , • • Concentric per NEC. Spacing Between Markers Shall Not Exceed 25 Feet Around the Entire Protective Cover El.01-0" . • , ' _ Increaser Service Valve Perimeter of the Pool. <- `, om ound Gauge 4. Markers Shall Indicate Depth as Measured 3 Feet From the Pool Wall. W.L. • , ` p g 5. Markers Shall Include NO DIVING Markers at Locations Shown on the Plan. Provide No Sharp Edges , C - T4! ith Snubber Inte ral Hair •� " " g Pressure Gauge 6. Markers Shall Have Depth In Numbers That are 4 High Followed by Cap 6 Min. 6 x 6 Frost-Proof Lint Strainer With Snubber "FOOT DEPTH"or"INCHES DEPTH". See Detail. Ceramic Tile at 4rvice Valve Removable St. St. Water Line Color ` L2 7. 'NO DIVING Markers Shall Be at All Locations With Depths Less Than 8 Feet. W.L. Fill Spout Per Owner)( PVC Waterstop B Anchor i(Non-Ferrous) Recirculating Pump With 6„ 6"x 6"Non-Skid Ceramic Tiles As Detail A-A S/S Anchor Bolts f'-` -'1 Manufactured b Tile Specialties El. -1Z' Bonding Wire 2 Max' ;;.,. ° Li Concrete Pad F [[[� INCHES ' Return Line Pipe Lengths Sea[er EccentricL A ;o 3 rLGI INCHES 1 &2" Pool Fill. Pentair 542087 1-1/2 0 L1 = 16" Min. Reducer 6DEEP L2- 4" Min. A '� NO DIVING Oil Creek Adjustable Wall , v n Inlet Fitting 4" Black Numerals v Coping Stone White Background 6 Pum Installation Detail f J 1' y 7 De th Marker Detail 8 Fill Spout Detail 9 Inlet Wall Section P-14 N.T.S. All Pools/ Spas " i r P-14 N.T.S. All Pools/ Spas P-14 N.T.S. All Pools/Spas SP 14 N.T.S. All Pools/Spas Note: 1.6'•O.D.Salt Safe Out-Door Spa Pools: Dimensions In ( ) Notes: A B C D E F Steel Handrail 1. Media Shall Meet NSF Requirements. Pentair Pool Skimmer With Indicated dimensions are minimum. Refer to manufacturer's 26.7 2. Pea Gravel Shall be 1/4"-3/8 Diameter Equalizer Check Valve specifications for location of fitting &striaght run pipe R6" Q q 7.25' 5.87" Sch 40, 2"Slip, 2.37" 1.5' 4.63' 3. Sand Shall be No. 25 Standard Silica Assembly. Removable Cover requirements. Vertical Clearance Re uired 47-1/4 q (Uniformity Coefficient Not Greater Than Expansion Joint Pressure Gauge & 1.75), 0.018-0.020 Diameter Particle Size. �— Caulked at Surface 5 x D 20 x D Manual Air Bleed Deck Valve D= Pipe Diameter cast 29" 9 Flow Meter Aluminum Max. Sensor Anchor •,, , , B :. Water Level Floating Weir41 �Y°y . . :• °: 4 1 4" n emovable Perforated r<, _. Black Tank s' E E ` ` 39-3/4" Basket (Provide Spare) C .. :y.� n� j . _ �u.; *•..rf:.;: In .• Flow Valve .�,. a. L• 18 qual'izer Valve Assembly A + t•_.; 650 (450) Pounds .�,..•`' -.'.t•,� .•. .•. ' ' Slide��a��el of Sand i��• t' 7.50" 36-1/2" 2„ Z Bonding , Wire (Typ.) ,.r:i::, •• .• s: :+;, ::: is - To Fiff;r 30-1/2 ) Out, ' C NNearest Upstream 5"Min. ::': `' c Nearest Downstream Fitting ;;�� ^: t' ;.:�� `:;'�''' 2"Skimmer 4• 4• ` Fitting g 14"Max. 7 275 (150) Pounds of �'' Equalizer With Manufacturer: H2FIow Control I- Straight Run Of Pi - I 'Y j •,. Gravel - + 9 Pe r'�_ Injection Molded Plastic..,- Pea Compliant Pentair . B 17.5"x7"Recessed Step. 18 3/4" Starguard. .. • Model: FlowVis D 't Tread 5"Minimum& ' E 14"Maximum. Pool: Locate as Shown Q cv 17.5 Spa: Locate at Face '. ` . ;. of Bench ' 10 Flow Meter Detail 11 FIoW Meter Detail ri2 Stainless Steel Hand Rail & Wall Step Inserts r13_""\TR-C Sand Filter Detail 14 Wall Section at Skimmer P-14 N.T.S. All Pools/Spas SP-14 N.T.S. All Pools/ Spas Comply with all requires of Chapter I P-14 N.T.S. In-Door & Out-Door Pools P-14 N.T.S. All Pools/Spas P-14 N.T.S. All Pools/Spas of Sani a Code, Subpart 6-1 9.8 Filter Backwash & Eye Wash Station Notes Deck Note: Brace &Anchor Drain Lines (Typ. of 2) 1. Emergency Eye Wash unit to be Barrier-Free, wall mounted as Deck Material To Be Submitted to SCDHS Pipe 6"Mn. Air Gap manufactured by Bradley, model #S19314EW. For Approval, Prior To Installation. Fiberglass Grate Flush 2. Follow manufacturer's specifications for installation. VV/ Slab 6"-- 2'-6"- (---6" 3. Comply with all O.S.H.A. regulations for Eye Wash Stations. :. To Shower . Head 6"- Filter Room Grate 3' Slab 2,-6, Stone (Indoor Pool Enclosure) Porcelain Tile (Outdoor Pool Enclosure) Vent Line 6"0 Drain Line With Pedestal Tab �•. AdjustableCast Bronze Anchor Socket With P Trap Sloped 1/8„/' A •::•:'::" - Copper To LeachingPool _.�yv,�.- Pedestal Stand Bolt. Provide St. St. Escutchen - Bonding Bronze Locking Wedge &St.St. Section Plan - Slab Drain, See Detail Wire �15Backwash ,& Drain Sump Detail 35-1/2" 34-3/4 1/SP-3 for Locations a to Floor e a a a p P-14 N.T.S. All Pools/ Spas Discharge to Floor , a . q County Review Stamp •d- ` Protection Board , 1' Wide x 2' Lon Precast . - v a Concrete Coping Stone " : <a, " °a• d Waterproofing by Others e' . 1 01/10/24 Per SCDHS Comments Dated 12/27/23 Sealant In 1/2" �4 v ' Rev. No. Rev. Date Description Slab by Others Expansion Joint 1_1/4 a Larry A. Rubinson, P.E. The Enclaves to Drain Side View Front View 4" 8" fq��{/�'" , ;w s•,f � 56655 Route 25, Southold, New York 11971 It 1/2"Non-Shrink Grout Maximum Slope Adjustement 5/8 per Foot Proposed In-Door & Out-Door Pools & Spas Setting Bed R & W / Engineers, P.C. Frost-Proof 380 Townline Road,Suite 150,Hauppauge,New York 11788 Waterline Tile y'- } Ov ' Phone 631 969-8535 Fax 631 969-8518 Details Dwg• No. 16 Bull Nose Coping Stone 17 Emergency Eye Wash Station 18 Deck Trench Drain 19 Anchor Socket Detail �� > S ofl 4 p g Coordinate With Civil Dr wins SP-14 N.T.S. All Pools/ Spas P-14 N.T.S. All Pools/ Spas P-14 N.T.S. All Pools/ Spas b Bohler Engineeringa g P-14 N.T. . 9 sc T�x, Dwg.Scale. Designed By. Checked By: Date: Y Out-Door Pool & Spas Li iAs Noted 1PRG ILAR December 14.2023 6 1 2 3 4 5 2 3 4 5 Notes: Provide Intellifouch Controller. Lights are to be LED Pentair 1.Fence to be manufactured by Xcel Fence. g 2.Fence shall be 54"high (minimum) ornamental aluminum fence. Locate Controller Within In Dry Niches Beam Clamp or 3.Spacing between vertical members shall be less than four(4)inches. Equipment Room Appropriate Connector 4.Install Magna-Latch lockable devise at gate.Locate latch release WARNING CAUTION knob at 54"(minimum)from bottom of gate.Gate must remain locked A Threaded Rod at all times. pi'll El 0' 5.Fences&Barriers shall Meet All Requirements of the New York StateW.L. ALL PERSONS MUST EVACUATE SPA POOL Building&Sanitary Code. IMMEDIATELY IF HIGH TEMPERATURE ALARM 1. ELDERLY PERSONS AND THOSE SUFFERING 6.Fence shall be constructed and installed to not permit footholds. f S.S. Niche FROM HEART DISEASE, DIABETES, HIGH OR r 7.Maximum 7'Clearance Below Fence. SOUNDS AND ALARM LIGHT GOES ON. LOW BLOOD PRESSURE SHOULD BE PROHIBITED Latching Mechanism Knob I E(-18"or FROM USING THE SPA POOL. PVC sch 4o Min. 54"Above Grade Pipe Support 1-3/4" Rail (Typ.) to be on As Noted Conduit to 2. UNSUPERVISED USE BY CHILDREN IS PROHIBITED. P 5-3/4 H On Plan Junction Boxes Spacing the Pool Side of the Fence ,II1 3. DO NOT USE WHILE UNDER THE INFLUENCE OF C Nominal Spacing II See Ground Connector. Ground ALCOHOL,ANTICOAGULANTS, ANTIHISTAMINES, Diameter (Feet) Post Equipment Schedule Fixture with #8 Copper Ground VASOCONSTRICTORS,VASODILATORS, B E p (In) a� For Model # Wire &Acceptable Clamp STIMULANTS, HYPNOTICS, NARCOTICS,OR A I 1 4.5 „ TRANQUALIZERS. 2 6 54 Height Lighting Fixture Cord Shall be Sufficient Length to beContinuous -_�--- - 3 7 (Minimum) ,. 4. DO NOT USE SPA ALONE. I 4 7 s 45 Min. from Fixture to Junction Box. Contractor to Coordinate Proper Voltage Tap and Conductor Size With Manufacturer &Code 5.OBSERVE A REASONABLE TiME LIMIT (E.G. 15 x 14 ga. MINUTES),THEN SHOWER,COOL DOWN AND, IF f Picket Underwater Lighting Provided YOU WISH, RETURN FOR ANOTHER BRIEF STAY. Insulate Pipes 2" Gate/Fence Cap 3/8 - 1.7/16 (13-37 MM) LONG EXPOSURE MAYRESULT IN NAUSEA, Max. Isometric View (Equivalent Wattage from Pentair) DIZZINESS OR FAINTING. Hanger Dimensions Hanger Notes Water LED Equivalent Number of Total Watts Area Wattage Wattage Fixtures Watts Per S.F. 6. HELP CAN BE OBTAINED BY USING THE Pipe Dimensions 1. Pipe hanger as manufactured by Magnalatch Notes Sign Notes TELEPHONE AND POSTED EMERGENCY Diameter Inches Global Pipe Hanger Products, Inc. 3 3/4" Weld in Box Hinge 1. Installation to be completed in accordance with manufacturer's In-Door Pool 661 23 300 8 2,400 3.63 TELEPHONE NUMBERS FOR POLICE, FIRE (In) A B C D E 2. Hanger is Series 402, Standard �; r: s specifications. In-Door Spa 113 23 300 4 1,200 10.62 1. Sign shall be a minimum of three 3) square DEPARTMENT, PHYSICIAN,AMBULANCE t 3/s 3 a 2-I a 3-tNI-] Clevis, PVC coated. 36 Min. :^ Typical - 2. All dimensions are considered true and reflect manufacturers Out-Door Pool 1 600 23 300 10 3 000 1.88fit• ( AND HOSPITAL. 2 3 82-1 4 3-1 8 4-1 3, Modi I e insulation to Footing depth ' .j 2. Provide red letters on a white back round. 3 t 2 2-7 a 3-,5 8 5-1 p p Pool Gate to O n Ou .. specifications. Out-Door S 1 64 23 300 4 1 200 18.75 g4 5 8 3-5 8 5-I 8 7-3 accommodate hanger. :' _. Awa from Pool ==j 3. Do not scale drawling. 3. Permanently mount sign at slide gate. Z. ( ) ' g Out S a 2 64 23 300 4 1,200 18.75 4. Sign shall be weather-proof. 1 Pipe Hanger ( 2"Vence Detail 4 Underwater Light Detailr5" Spa Warning Signs P-15 N.T.S. Comp with all requires of Chapter I P-15 N.T.S. All Pools/ Spas P-15 N.T.S. All Three Spas P-15 N.T.S. All Pools/Spas Out-Door Enclosure of Sanitary Code, Subpart 6-1 5.10 (i Contractor Shall Coordinate With Manufacturer Spa Panel Schedule Regarding Placement of Lift. Componet Descrption Vendor Model No. Mark Qty. Note: All Main Drain/Suction Outlet Sumps Shall Be 2'Minimum Clearance from Heater to 6"Minimum Clearance to Wall or Constructed To Comply W/The Virginia Graeme Panel Enclosure NEMA 4X Single Door, 14'Hxl2'Wx8"D Hoffman A-14128CHQRFG - 1 Elevation Wall or Other Structure on Plumbing Side Other Structure on Back Side Baker Act and ASME A]12.19.8 2007/2008A or Panel Enclosure Back Panel Hoffman A-14P12 - 1 •'• Vent Termination. See Latest Revision Thereto. Circuit Breaker Circuit Breaker, 120V,5A Allen-Bradley1492-SP1 C050 - 1 •'• Table for Clearances Size Service Emergency Push Button Red Mushroom Operator Allen-Bradley 80OFM-MP44 PB1 1 Based On Run Emergency Push Button Latch Allen-Bradley80OF-ALM PB1 1 See Equipment Schedule Emergency Push Button Normally Closed Contact Allen-Bradfev 'ODF-XO1 PB1 I For Manufacturer& Model# Silence Push Button Push Button, Black, Flush Allen-Bradley 800FM-F2 P62 1 i Deck To Water Height Q Silence Push Button Latch Mechanism Allen-Bradley 80OF-ALM P82 1 1 " Isolation Valve Silence Push Button NormallyOpen Contact Allen-Bradley80OF-X10 PB2 1 (Max. Depth) b,Lealc ' X Pilot Li ht PB3 Push Button, Red, Extended,Illuminated Allen-Bradley80OFM-LE4 PB3 1 ADA 1009.2.4 lane See 120V, 1 Phase Pilot Light PB3 Light Module, 120 V Allen-Bradley 800E-MNSR PB3 1 Not TB1 Pilot Light PB3 Normally Closed Contact Allen-Bradley 80OF-XOI PB3 1 B C- IN IGI Timer TRl Timer Mechanically Wound 15 Minute,SPST Intermatic FD15MC TRI 1 Bonding Front Bolt , 1"Tee in Drain B Control Relay Control Relay, 12OV,4PDT Idec RU4S-A110 CR1-6 6 Wire (Typ.) Location • .�.� See Plan For Control Relay Relay Base Idec SY4S-05C R1- 6 1 Pool RetiJfn O 1 Nipple 11"Cap Hydrostatic Pipe Diameter Temperature Control Temperature Controller Signet 8350-2 TC 1 Al 9.2.8 Plumbing O Power Suppl DC Power Supply Signet 7300-7524 - 1 13"Cam? Max.SB B 1/2" Relie Vale ► ! Horn HN Alarm Horn, 120V Allen-Bradley855P-B1 OSH22 HN 1 „ Radius Corners 2"PVC Header Main Drain 2'Minimum Clearance to Notes: Other Structure on Vent 1. Accessible lift manufactured by S.R. Smith, model 3•5„ Side Note: PB1 Equipment Connection Multilift, 575-1005 Concrete Pad X = 1.5 x Diameter of Main EStop CR1 Terminal Blocks 2. Drawings show key views of lift. Drain Pipe 1 3 3 2 Emergency Stop 3. Installation to be completed in accordance with G Minimum Clearance to Door or 4"Clear Control Relay p Gate, 2' Minimum to Wall or Other t�0 manufacturers specifications. Structure on Front side. (Typ) Air Blower 4. ADA required clear deck space is 36"x 48". 1 Signet 4 CR3 5 5 CR2 2 Temperature Controller No Enable Signal 5. Do not scale drawings Additional#4 Bars Control Relay g _ (Signet R2/Hi/99°Fj Diagonal Around ___ _ _ 6 Accessible Lift Detail 7 Pool Water Heater 8 Fiber lass Main Drain Box Main Drain (Typ.) r-' Si n& High Temperature 1040E 48 Heater Controller P-15 " 1 6 7 7 2 a ( ) 52 No Enable Signal SP-15 N.T.S. A11 Pools & Spas SP-1 N.T.S. All Pools/ Spas N.T.S. R Alarm Light PB3 PB3 (Signet R1/Hi/1047) 6 CR3 7 CR3 ° 49 �l-0- Filter Pump Electrical Bonding Notes Bare Copper 7 2 High Temperature (104 F) 1 Run Signal Bonding Wire Control Relay Jro ___J From Aux. Signal 1. Skotch-Kote all connections. ypica 2. Install per NEC 2005, Section 680.26 or latest thereof. 7 CR6 2 High Temperature (104°F) 53 3. Use No. 8 coated tails off bonding loop to equipment IF 03 Control Relay Filter Pump and steel not immediately adjacent to bond loop. 55 No Enable Signal 4. Provide a "Certificate of Electrical Compliance'. To To 5. Run two #4 bars with 24"No.4 bars 12"O.C. around Recirculation 50 y Recirculation 1 CR3 8 8 CR4 9 HN 2 High Temperature (1040F) 60 perimeter of pool. Set directly under deck per Pump ��GG 0-4 F7 Alarm Horn Black NEC 2005, Section 680.26(c) or latest thereof. Pump Bare Copper Bonding Wire $ 8 9P 1 10 CR4 2 Horn Silence 61 Red Temp Sensor (Typical) Control Relay 62 White Bare Copper ® ' C 8 CR4 10 70 Jet Pump Bonding Wire 1 TRl CR5 (Typical) 11 11 2 Enable Signal Timing Relay 73 No Eble Sil Control Relay Min. 4L Reinforcing Locationsqo� Bond To ® (Typical) 24VDC Recirculation Power Su Pump 1 L + 24 1 0 SPA MONITOR T° Bare Copper N _ 2 Recirculation Bonding Wire 2 25 A Bond Reinforcing Pump HIGH TEMP Min. 4 Locations (Typical) 3 +GF+ &RESET (Typical) Temp. [-77em-perature Bond Reinforcing Bond M(n. Reinfo cn gMin. 4 Locations 4 TB2 Sensor 101.3 F0 (Typical) (Typical) Black 1 1 60 +gIQC T Spa Temperature Transmitter Red 2 61 - Red I _ I ALARM HORN Fin. Grade ® E7JiHt i White 3 2 WhiteJ 2 Courses, Cambell Foundry Inc. 1009 Minimum Frame & Cover To Grade, 0 ♦,A TB2 ® C Or Equal TB2 70 CRl 71 CR5 72 CR6 73 Reinforced Jet Pump TIMER Dome s-- (No) Enable Signal EMERGENCY STOP SILENCE • 6"0Sch35PVC 13C-1 E-1EZ3 = M00 O Pipe to Sump ❑0 ❑C❑© O1�❑Cl TB2 400 C�R1 41 CR5 42 CR6 43 TB2 Air Blower p ❑ l� EM r- �' �C ❑ � � (No) Enable Signal r Wrap With ❑ � r To Filter Fabric n - Reinforced County Review Stamp D Recirculation Bondin°Wlre Precast Rings ( I TB2 48 CR1 49 TB2 Filter Pump TB2 50 CR3 51 CR2 52 TB2 Pump g "- Heater (Typical) ❑ C] Em =1 �❑ ❑ 0< C-4 (No) Enable Signal ® In > ❑ ❑ ❑ ❑ ❑ ❑ 0 0 Run Signal ❑ 1 01/10/24 Per SCDHS Comments Dated 12/27/23 ❑ 0 C� r- Rev. No. Rev. Date Description TB2 53 CR1 54 CR6 55 TB2 Filter Pump (No) Enable Signal ❑ � r Larry A. Rubinson, P.E. The Enclaves r► - 0 56655 Route 25, Southold, New York 11971 12 Ft. Diameter �q Bond Reinforcing �� P°�' N '\ Proposed In-Door & Out-Door Pools & Spas Min. 4 Locations 2'-0"Min. to 3'-0"Gravel Or rc� (Typical) Ground Water Rateable * ` `' ;, Cr R & W / Engineers, P.C. Material Collar '- U11 380 Towntine Rood,Suite 150,Hauppauge,New York 11788 w Phone 631 969-8535 Fax 31 969-8518 Dwg.No: a Alarm Panel 9 Bondin Schematics 1 Pool Drain & Backwash Leaching Pool Details SP-15�o �� ;b ti� 3 S t>. N.T.S. All Spa Pools SP-15 N.T.S. All Pools/Spas P-15 N.T.S. All Pools/Spas ROp SSNO Dwg.Scale: Designed By. Checked By: Date: of License 956 As Noted PRG ILAR I December 14,2023 16 2 3 4 5 1 2 3 4 5 Standard Notes F. Showers shall be equipped with hot water between 90 to 100 degrees Fahrenheit with automatic mixing valves to prevent 6. Phase Rotation Tests 3. Execution 1. R &W / Engineers, P.C. (RWE) includes its owners, employees and sub-consultants whenever referenced. scolding and with a minimum of three gallons per minute per shower head. 1) Properly test the phase rotation of feeder and branch circuits,and make such changes and alterations necessary to a. Neutral connections to room steel or other ground courses shall be made and sized so that ground fault currents do not 2. All plans and project documents are copy written. All rights are reserved and violations will be prosecuted to the fullest G. Wall mounted liquid soap dispensers shall be installed at the showers and lavatories. The use of bar soap is strictly forbidden. ensure the correct rotation of all motor driven equipment throughout the new installation. result in damage to materials or connections. extent of the law. This plan is the work of RWE and shall not be reproduced,copied or otherwise used without written H. Waste receptacles shall be provided in each toilet room. Suitable sanitary napkin receptacles shall be 7. Electrical Service Characteristics b. Panel boards and feeder pull boxes shall be grounded by means of insulated grounding bushings on all incoming and permission of RWE. provided in the female toilet rooms. 1) The characteristics of the secondary electrical service and distribution system are 120/208 volts,three phase,four wire outgoing conduits 1-1/4 inches and larger. 3. The ideas,concepts, sketches, designs, details,specifications and notes contained on these drawings are the sole exclusive I. The swimming pool shall be totally enclosed by a minimum 54 Inch high fence with a self closing and plus ground. I. Bushings shall be connected together and to the switchgear,panel or pull box ground lug with a grounding property of RWE. positive self latching gate as noted on the plans. 8. Tests, Inspections and Approval conductor. 4. Nothing contained within these documents shall be used or disclosed to any person,firm or corporation for any purpose 3. The Following Applies to the Swimming Pool and Surrounding Deck Area. 1) inspect all equipment, components and materials installed or connected to ensure c. Wherever plastic or flexible conduit is without internal ground conductor is used for part of a conduit run,a grounding without the express written consent of RWE. A. All walks and decks shall be smooth, non-slip, impervious to moisture and sloped away from the back (a) Proper conditions conductor shall be provided in or external to the conduit and connected to grounding connectors at each end of run. 5. RWE accepts no responsibility for interpretations or restrictions that may be imposed by the Owner.All layout,design,material, of the pool to deck drains or seeded areas at 1/4 inch per foot,minimum. No asphalt or terrazzo (b) Components are in place, aligned and secure. d. The resistance to ground of any part or system specified to be grounded shall not exceed 25 Ohms. Contractor shall test material placement, material specifications or other items within the Owners jurisdiction has been dictated solely by the surfaces are permitted. Carpeting of any type is prohibited. (c) Proper internal connections ground resistance with a megger ohmmeter and submit results in report for to the Engineer for review. Owner. B. Provide 3/4 inch hose bibs with approved type vacuum breakers so,located that all parts of the pool 2) The complete electrical system shall be free of grounds and short circuits. e. Contractor shall megger the bonded equipment and submit results in report format to the engineer for review. 6. RWE is not responsible for errors of implementation by the Contractor or for changes,deletions,substitutions deck can be reached and cleaned with a fifty foot hose. Raceways C. No refreshments of an or drink Electrical Notes: A or additions to the Plans,Specifications or the Project by others. y kind (food ) shall be served or eaten in the pool area. a.All wiring shall be installed in conduit systems in accordance with the following: A 7. RWE makes no representation that the design meets or includes all applicable building codes and/or standards of the D. A prominently mounted sign shall be posted indicating the following information. 1. Filter room wiring shall be installed in rigid schedule 40 pvc conduit with solvent welded fittings. 1. Electrical work shall include all labor, materials, equipment plant services&adminstrative tasks required authorities having jurisdiction. Prior to using these documents the Owner and Contractor represent and warrant that they THE MAXIMUM NUMBER OF BATHERS IN THE POOL AT ANY GIVEN TIME-(See Schedule) 2. All work installed in the filter room shall be run exposed, Conduit shall not be embedded in slabs. to complete and make operable the work shown on the drawings and specified herein,including have examined the local building codes and acknowledge that by using these construction documents they are jointly and THE MAXIMUM NUMBER OF PERSONS PERMITTED WITHIN THE POOL ENCLOSURE- (See Schedule) 3. Minimum size conduit shall be 3/4 inch trade size unless otherwise indicated. but not limited to the following: severally responsible to comply with any and all applicable local codes and clearances. E. The following signs shall be prominently posted at the shower and/or pool areas 4. Final connections to motors and vibrating equipment shall be installed in liquid-fight flexible metal conduit. Minimum A. Prepare and submit shop drawings,diagrams and illustrations. 8. RWE does not consult on safety,security and environmental concerns related to actual construction means,methods or "LIFEGUARD AT POOLSIDE","ALL PERSONS MUST SHOWER BEFORE ENTERING THE POOL","PERSONS WITH INFLAMED EYES, length shall be 12 inches. B. Procure required permits and approvals and pay required fees and charges in connection with the work. procedures. The Owner and Contractor shall seek advice from professionals skilled in these disciplines if necessary. NASAL OR EAR DISCHARGE, BACK OR OTHER EVIDENT SKIN OR BODILY INFECTIONS SHALL BE EXCLUDED FROM THE POOLS", 5. The routing of conduits indicated on the drawings is diagrammatic. Before installing any work examine the working C. Protect, test, balance,clean, adjust and guarantee all work to safely,properly and continuously operate. 9. Any and all materials, means, methods and procedures not depicted in these construction documents shall be the sole "NO ONE iS PERMITTED IN THE POOL WHEN THE LIFEGUARD IS NOT ON DUTY AT THE POOL SIDE","NO PETS OF ANY TYPE ARE layouts and shop drawings of the other trades to determine the exact locations and clearance. D.Submit as-built drawings, operation and maintenance instruatons and manuals. responsibility of the Owner and Contractor. PERMITTED IN POOL ENCLOSURE". 6. Conduit fittings,connectors, couplings, ells, nipples and such shall be of material and construction suitable for the E. Provide identification tables, tags,charts and diagrams. 10. The Contractor shall be solely responsible for temporary bracing and shoring of items including, but not limited to,excavations, F. The following signs shall be prominently posted at the pool area conduit system used. F. Perform all cutting,drilling rough and finish patching of existing and newly installed construction. trenches,forms and erected structures. The construction documents represent the finished work and not the means,methods "POLLUTION OF SWIMMING POOL WATER IS PROHIBITED. URINATING, DISCHARGE OF FECAL MATTER,EXPECTORATIONS OR Wires and Cables G. Excavating and backfilling. and procedures to perform the work. BLOWING THE NOSE IN ANY SWIMMING POOL IS PROHIBITED." 1. Wire and cable shall be 600 volt, copper with THHN/THW N-2 90 degrees C insulation except as noted or otherwise H. Provide and install hangers, supports,foundations,structural framing supports and bases for conduit and equipment. 11. The Contractor shall be solely responsible for all site conditions including,but not limited to,safety,security and environmental G. The pool bottom shall have a non-slip surface finish and shall pitch a maximum of one inch in twelve inches by the specified herein. 1. Provide counter-flashing,sleeves and seals for roof,floor and wall penetrations. concerns. This requirement is not limited to employees,sub-contractors,working hours or the physical extents of the work. swimming area to a depth of 4'-11" ("A"&"B"pools). The pool interior shall be finished with a white marble dust plaster, 2. Wire for power and lighting shall be not less than No. 12 AWG. Wire No.8 and larger shall be stranded except as noted. J.Temporary light and power for construction. 12. The Owner and Contractor shall defend, indemnify and hold harmless RWE from all liability in connection with the performance unless otherwise noted on the plans. 3. Wires shall be color coded as follows: K.Main distribution panels and motor controllers. of their work. H. Provide permanent type depth markers approximately every twenty five(25) feet or as otherwise noted on the plans, 208 Volt Systems-Black, Red and Blue L.Complete wiring for lights and power installations, branch circuits to equipment,motor controllers and power centers. 13. The Owner and Contractor acknowledge that these construction documents include concepts that are subject to the site marking the pool depths on the pool deck and pool walls. The depth markers shall be a minimum of four(4) inches in height Neutral-White M.Control wiring and relays. conditions. The site conditions may require modifications to the actual construction of the project to satisfy the intent of the and of a color contrasting with the background. Prominent"NO DIVING"markers shall be installed between depth markers. Equipment Ground-Green N. Branch circuits extending to all equipment. concepts. I. Safety handholes shall be provided in the form of a bull nose coping not more than nine (9)inches above the normal water Provide a green insulated ground conductor with all feeders and branch circuits. O. Receptacles, local switches and miscellaneous wiring devices. 14. These documents are not approved for construction without a stamp and signature of the Engineer of Record and the permit line. Outlet Boxes P.Grounding of electrical systems and equipment per Articles 250 and 680 of the National Electric Code. issuing agency on each sheet. J. A four (4) inch wide stripe of contrasting color shall be located along the top and front leading tread edge of all projecting 1. Boxes for wiring devices,junction points, switching relays, and such in the filter room shall be of proper size and type Q. Balance all loads on panel boards. 15. Anchor bolts, embeds and inserts for equipment shall be designed by a qualified engineer with shop drawings submitted to pool steps. as required by the room conditions and shall be fabricated of fiberglass reinforced polyester or PVC with stainless steel K. Unless otherwise noted on the plans,six inch b six inch frostproof mosaic file band shall be installed on the pool walls screws and shall be UL fisted. General Requirements RWE for review. P y type 16. If changes are requested by the Contractor or the Owner, new construction documents may be required for construction directly under the cast stone coping. 2. Conduit fittings, connectors,couplings and such in the filter room shall be of material and construction suitable for the 1. General and submittal to authorities having jurisdiction. L. The space between the back of the coping and the pool deck shall be sealed with Thiokol,or equal,type sealant to conduit system uses. a.After carefully examing the plans and before submitting a proposal or starting the work,the contractor shall visit the 17. By the use of these plans the user acknowledges that they have read and understand all of the information included herein. prevent entry of any moisture or water. Wiring Devices site to ascertain the conditions of the site,and the nature and exact quantity of work to be performed. No extras 18. All Standards, Codes,Ordinances, Regulations and Amendments by the authorities having jurisdiction shall be the latest 4. The Following Applies to the Swimming Pool Hydraulics: 1. Switches will be entertained by the Owner for failure to notify the Owner in writing of any electrical inadequacies in existing edition. A. The piping is shown partially diagrammatic and is intended to guide the Contractor in installing the piping in the field.The a. Local switches shall be toggle type, 120-277 volt,AC rated 20 amperes,quiet-type with silent operating mechanism, conditions. 19. The Contractor shall immediately notify the Engineer of all errors, omissions and,or conflicts between standards,codes, arrangement and piping of equipment shall be as shown on the plans and as required to provide the proper operating totally enclosed in a molded composition base. b.Verify all dimensions at the site and be responsible for the correctness of same. ordinances,regulations, amendments by the authorities having jurisdiction,drawings,specifications,construction documents and maintenance space and with adequate headroom(at least seven feet of head). 1. Switches shall be Arrow Hart No. 1991,single pole or equal by Hubbell. and/or contract documents. The contractor shall not proceed with any work affected by the issue(s) until they are resolved B. All pressure lines shall be hydro-statically tested at 1-1/2 times the working pressure for a minimum period of two hours. 2. Receptacles 2. Codes, Regulations and Standards by the Engineer. Gravity lines shall be given a gravity pressure test. All lines must be repaired and the entire system tested for an additional a. Receptacles shall be termination type duplex ground fault circuit interrupter. Receptacle device rated 20 a.Work shall comply with the requirements of the following codes 20. The Contractor shall verify all dimensions, elevations and site conditions and shall immediately notify the Engineer of all two hours. ampere, 125 volts, Arrow Hart No.GF8300 or approved equal. 1. Federal,State and Local codes having jurisdiction. 8 B discrepancies prior to starting the work. C. Color coding of all exposed piping within the filter room shall be in accordance with the Color Code Schedule on this Device Plates 2. National Fire Protection Association. 21. If a specific detail or specification is not provided then construction shall be the same as for similar work. The Contractor shall drawing. 1. In general, plates for all wiring devices, except as specified otherwise, shall be 0.040 inch satin finish stainless steel. 3. New York State Energy Conservation Contruction Code. clarify omissions with the Engineer. D. All valves shall be properly supported and tagged in accordance with the valve schedule. The valve tags shall be two A common plate shall cover all devices which are indicated at the same location. 4. New York State Health Code. 22. Written dimensions shall take precedence over calculated dimensions that shall take precedence over scaled dimensions. inch diameter, brass or cycotic plastic and attached to the valves with brass'S'hooks or plastic tie straps. 2. On the inside of each device plate,write the panel board designation and circuit number of the circuit serving 5. National Electric Code. E. All piping, unless otherwise noted,shall be rigid schedule 40 polyvinyl chloride pipe except that all piping under the pool the device. Reinforcing Steel Notes shell shall be rigid schedule 80 pvc. Any metallic piping used below grade shall be given a minimum of two coats of 3. Device plates shall be secured with stainless steel screws. 3. Fees 1. Reinforicing steel shall conform to ASTM A-615,Grade 60. bitumasfic paint.All piping shall be supported continuously or at sufficiently close intervals to prevent sagging.All supply Motor Starters and Controls a.Include in price the cost of all required permits, fees, inspections,tests and certificates of approval. 2. Welded wire fabric shall conform to ASTM A-185 with a minimum ultimate strength of 60,000 psi. and return pipelines to the pool shall be provided with insertable plugs or valves to allow piping to be drained completely. 1. Motor starters, auxiliary contacts, interlock wiring,selector switches, pilot lights, push buttons, control relays,and 3. Reinforcing bars shall be spliced a minimum of 45 bar diameters or 24"whichever is greater,unless noted otherwise.Lap top F. The fiffings for the pvc piping shall be schedule 40 pvc or schedule 80 pvc when specified or under the pool and shall be other control devices, provided under this project,shall be in accordance with the drawings and as specified 4. Quality, Workmanship, Materials and Safety bars at midspon and bottom bars at supports. solvent cemented. herein, to provide a complete operating system. a.Work shall be first class in every respect and shall be neatly performed in a practical and workmanlike manner by 4. Development length, Ld,shall be 35 bar diameters or 18",whichever is greater,unless note otherwise. G. All valves 2-1/4 inch and larger shall be of the butterfly type. All valves two inches and smaller shall be gate valves,ball 2. Starters for motors shall be of the combination magnetic type and size as required, non-reversing,full voltage, as sufficient electricians skilled in the work they are to perform using the best practices of their trade,and under continuous, or 5. Minimum embedment for standard hooks shall be 16 bar diameters, unless note otherwise. The 900 end hook shall have a type valves or butterfly type valves. required for the motor served. Starters shall be furnished with the following: competent supervision. The work shall be organized in advance of the operation and carried out minimum length of 12 bar diameters. H. The bottom suction drain grate shall have a free area opening in the drain grating equal to four times the area of the drain a. Front operated non-fused switch mechanically-interlocked with the starter enclosure cover to prevent opening efficiently without delays which would impede progress or quality of the work of other trades and the work as a pipe suction line. Openings in the top of the grate shall be less than 1/2 inch wide. the starter unless the switch is in the closed position,and lockable in the open position. whole. Gunite Notes 1. Water return inlets shall be a minimum of 12 inches below the water line or as noted on the plans.The return inlets shall be b. Magnetic, across-the-line contactor with overload protection and under-voltage protection or release. b.Materials and equipment provided shall be new and approved for the application and shall conform with the 1. Gunite is a trade name used to designate a mixture of Portland cement and sand thoroughly mixed dry,passed through a both adjustable and directional. c. Control transformer, minimum 100 VA extra capacity, fused secondary, for 120 volt control. specified codes and standards. Defective or damaged materials shall be replaced or repaired in a manner cement gun and conveyed by air through a flexible tube, hydrated at a nozzle at the end of the flexible tube and deposited J. The domestic water fill line supply shall be separated from the top of the coping by an approved type 6 inch air break. d. Control stations shall be of the momentary contact Start-Stop push button and shall be door mounted. approved by the Owner. by air pressure in its place of final repose. K. The piping shall pitch a minimum of one inch in 30 feet and equipped with low point accessible valves for draining when Provide manufacturers standard legend. c. Equipment shall bear the UL label and shall meet or exceed NEMA standards. 2. Unless otherwise specified, all gunite shall be mixed in the proportions of 1 part cement to 4 parts sand base on dry loose required and when shown on the plans. e. Running pilot lights of the oil-tight push-to-test neon-type with lamp and red lens shall be door mounted. volume. L. A piping schematic behind glass or encapsulated in a clear plastic laminate shall be mounted on the filter room wall in a Provide manufacturer's standard legend. 5. Guarantee 3. Only Portland cements of American manufacturer's complying with the most recent edition of,"Standard Specifications for prominent place showing each valve,its function,number and approximate location. f. Starters shall be wall or stand mounted in NEMA 4X enclosures unless otherwise indicated. Enclosures shall be a.Furnish, in writing,a complete guarantee against defective materials and improper workmanship,satisfactory to Portland Cement"ASTM C-150-67 shall be used. Type I or 11 Portland cement shall be used unless noted otherwise. M. The pool contractor shall provide a comprehensive set of operating instructions and service instructions for all equipment constructed of fiberglass reinforced polyester or PVC per NEMA and UL standards and shall bear UL listing. the Owner,for all parts, components and operaton for a period of one year from the date of acceptance of the 4. Fine aggregate (sand) shall consist of washed sand and shall be hard,dense,durable,clean,sharp and graded evenly from and for all pool functions designed to meet the capabilities of a young lifeguard. 3. Motor starters and controls shall be manufactured by the following complete installation by the Owner. fine to coarse in accordance with the"Standard Specfications for Concrete Aggregates,"ASTM C 33-67.Sand shall be free N. All pressure and vacuum gauges shall be set at the same elevation. a. Eaton b.Guarantee shall include complete maintenance of the system, including replacement parts,all labor and materials from organic matter and shall not contain more than 5%by weight of deleterious substances. 5. The Following Items Apply to the Swimming Pool Electrical Systems: b. Square D to maintain the system in proper operating condition for the guarantee period. Limits of Fine Aggregates Grading A. The chemical feed equipment,chlorinator and acid feeder shall be electrically interlocked with its respective filtration c. General Electric Sieve Size Percent_y,Weight Sieve Size Percent b Wei ht pump motor. Panel Boards 6. Cleaning Passing 3/8" 100 Passing No.30 30-50 Passing No.4 95-100 Passing No.50 10-22 B. All electrical motors, underwater lights, above grade lighting and all other electrical equipment shall be equipped with 1. Panels shall consist of an assembly of circuit breakers installed in one gauge stainless steel cabinets,surface a. Remove all construction debris resulting from the work. ground fault interrupters in accordance with the latest edition of the National Board of Fire Underwriters,the National mounted. b.Clean equipment and systems following the detailed procedures spec-died herein,or as directed. Passing No.8 65-90 Passing No. 100 2-8 Electric Code, and the Underwriters Label of Certification. 2. The panel sections shall be mounted away from the back of the cabinet trim and framed. Passing No. 16 45-75 C. All wiring and grounding of all deck equipment shall be in accordance with the latest edition of The National Electric Code, a. The gutter space on sides, top and bottom shall be of sufficient size to prevent overcrowding of wires and 7. Coordination and Supervision Gunite sand shall contain between 3%and 6%moisture by weight. Sand and cement proportions may be correct to provide The National Board of Fire Underwriters and all local electrical codes having jurisdiction. capable and overheating of the circuit breakers. a.The work shall be carefully laid out in advance to avoid unnecessary cutting,channeling,chasing or drilling of the C for bulkage due to sand-moisture content. D. No overhead electrical wiring of any type shall be permitted within 20 feet of the pools measured horizontally from the b. Cabinets shall be complete with door in door, hinged doors with cylinder lock, directory frame and neatly floor,walls, partitions, ceilings or other surfaces. Where such work is necessary,however,the work shall be patched C 5. Water used for hydration at the nozzle shall be fit for drinking and shall be maintained at a uniform pressure which shall be at water line. typed directory charts. and/or repaired in an approved manner by skilled mechanics at no additional cost to the Owner. least 15 psi above the air pressure at the nozzle. 6. The swimming pool facility shall not be utilized until such time that an operating permit has been issued by the County. c. Provide an angle piece on the inside of the bottom of each trim for ease of installation. 6. Adequate ground wires, to be used as screeds,shall be installed to establish the thickness and surface planes of the gunite 7. All work indicated on the plans and in these General Notes shall be completed in strict accordance with these provisions,The 3. The branch circuit breakers, in general, shall be molded case, bolt on type , thermal magnetic trip,single, two or work. Ground wires shall be placed so that they are tight and true to line and in such a manner that they may be easily New York State Sanitary Code,all local codes having jurisdiction,and all local ordinances having jurisdiction. three pole. tightened. They shall be located at intervals sufficient to ensure proper thickness throughout and shall be maintained tight. 8. There shall be no underwater or overhead projections or obstructions which would endanger patron safety or interfere with a. Multiple pole breakers shall be single handle,common trip. 7. When enclosing reinforcing steel, the nozzle shall be held so as to direct the material around the bars. A nozzleman's helper pool operation. b. Where breakers of larger capacity are required, they shall have circuit characteristics as required by equipped with an air jet shall attend the nozzleman and blow out all rebound,sand,etc.,which may be logged on the forms, Certification Requirements manufacturer specifications. steel or gunite. Gunite material shall emerge from the nozzle in a steady,uninterrupted flow.When flow becomes intermittent 1. The Engineer of Record must certify that the construction conforms to the approved plans. As such,certain inspections will be c. Breakers shall be 22,000 A.I.R.for 120/208 volt service,unless otherwise specified. for any cause, the nozzle shall be diverted from the work until the flow becomes constant.Hydration shall be thorough and required. The inspections shall include the following: d. Main buswork shall be high conductivity copper and shall, as a minimum, be designed to carry the full rating uniform without the use of excessive water. In shooting walls and beams,application shall begin at the bottom and shall A. Main drain piping of the feeder breaker or swich supplying the panel without perceptible heating. completely embed the reinforcement.The limit of the thickness and height has been exceeded when the material begins to P P c (joint inspection with County) PP p g g B.Shell steel reinforcing (joint inspection vrith County) e. Branch circuit breakers shall be arranged so that each breaker is readily removable from the panel without sag. In shooting beams, the nozzle shall be held at right angles, to the surface of application.Wherever possible,slabs shall be C. Buried piping prior to backfill (joint oint inspection with County) disturbing adjacent breakers, completed in one operation. D.Completion of ll enclosure items and operation of all equipment(joint inspection with County) f. Phase legs shall be alternately bussed to each circuit breaker in a manner to effect balancing the branch 8. Reinforcement shall be cleaned of any previously deposited gunite which might prevent proper bond to reinforcement. 2. The contractor shall provide a mechanic capable of performing corrective work at each inspection. circuit connections as nearly as possible over each phase. Sufficient time shall be allowed between layers for the material to set. Before set has taken place,and before placing any 3. Follow up inspections may be required for corrective work that cannot be performed during the inspection. 4. Panels by Square D, Siemens, Eaton, and General Electric meeting these specifications shall be acceptable. succeeding layer, laitance shall be removed by brooming. Any laitance which has set shall be removed by sandblasting. 4. The Contractor shall provide a valid Electrical Approval Certificate at the final inspection. Identification and Tagging Surfaces shall be damp at all times. 5. The Contractor shall notify the Engineer of Record at least 48 hours in advance of any inspection. 1. Panels, cabinets, etc., shall be properly identified with permanent nameplates securely fastened with screws to 9. Rebound pockets, sags or other defects shall be carefully cut out and replaced with new gunite or hand patched in a manner the front of equipment. "Stick-On"type letters or plates shall not be used. satisfactoryWater Chemistry Balance to the En 9sneer. a. Identify equipment and key equipment components with nameplates of black laminated phenolic material. 10. Upon reaching the thickness and planes outlined by forms and ground wires,the surface shall be rodded to true lines.Upon 1. Prior to filling the pool,Contractor shall obtain a sample of the fill-make-up water and shall have it tested for the following: b. Coordinate nameplates with actual equipment installed. completion of rodding,ground wires maybe removed. If possible, the finish coat shall be applied so that gunite is not shot Total Alkalinity,Calcium Hardness, pH, Copper, Manganese, Iron,Total Dissolved Solids 2. Upon completion of pool fillip and prior to the addition of adjustment or sanitizing chemicals,an appropriate se sequestering c. Submit a cut sheet with nameplates for approval prior to purchase and installation. over the finished work. All exposed surfaces shall be finished to straight and true lines. P p P g P g q g d. Minimum size nameplates shall be three (3) inches long with 114 inch lettering. agent shall be added to the pool water as required to prevent and minimize metal precipitant.Pool shall be allowed 24 hours 2. Conductors in troughs, pullboxes, gutters, etc.shall be identified by means of tags indicating both terminating Marble Dust (Marcite) Finish Notes to circulate before any additional adjustment or sanitizing chemicals are added. 1. After installing all new water line, step and interior tile, install marble dust interior surface. The new marble coating shall be a 3. Upon completion of pool filling, pool contractor shall provide a one time adjustment of pool water chemistry to the following points. minimum of 1/2 inch thick,and is intended to provide a smooth,uniform surface. parameters Grounding and Bonding 2. Prior to the application of the marble dustfinish and after proper preparation of the pool shell,a bond coat shall be placed Total Alkalinity. 100-1 25 ppm Calcium Hardness: 150-250 ppm pH:7.4-7.8 1. General to the entire interior shell surface. Bond coat shall be comprised of a bonding agent,Acryl 60 or equal,sand and Portland 4. All chemicals required to perform adjustments shall be provided by the Contractor. a. Provide all grounding and bonding conductors and connections as indicated,and in accordance with the cement. Cure bond coat a minimum of 36 hours. The mixture shall be in the following proportion Special Requirements requirements of the NEC and all local authorities having jurisdiction. b. All major parts not carrying current, including the following items,shall be properlygrounded with a green insulated 2-1/2 Gallons of Acryl 60 1. Submittals grounding conductor. 94 Ibs of Portland Cement a.Shop Drawings i. Metallic junction boxes and disconnect switches 100 Ibs of Sand 1. Shop drawing submittals shall consist of one original and five photocopies. I ii. All metallic raceways, conduits and outlet boxes E) E) Water as required to provide a mixture having a consistency of heavy paint 2. Submit shop drawings of the following: iii. Motor and equipment housings and metallic control panels County Review Stamp 3. The marble dust coating shall consist of 1/2 inch thick layer of marble poster aggregate mixed two(2) parts marble to one (1) 1) Panel Boards c. part white cement. Finish shall be trowelled to a smooth,dense,impervious surface.Extreme care shall be used to avoid 2) Safety Switches stains. 3) Motor Starters and Controls 2. Products Pr Provide a 'green"wire grounding conductor for all equipment and as indicated on the drawings. 4. Pool finish shall be applied b mechanics having at least three 3 ears experience in the installation of this material.Written a. Conductors and Connections 1 O1/10/24 Per SCDHS Comments Dated 12/27/23 pT y g ( ) Y p 4) Wiring Devices i. Hard-drawn,stranded (ASTM BB) copper Rev. No. Rev. Date Description proof of this experience shall be supplied to the Engineer prior to commencement of the work. 5) Relays ii. Accessible grounding conductors shall be annealed copper with 600 volt,green,type THW insulation. Conductors Larry A. Rubinson, P.E. The Enclaves 5. Pool finish shall be cured in accordance Wth industry standards. 6) Conduit, boxes and fittings shag be stranded except pool bonding conductors which shall be solid. .-­:��.�^��,�. 7) Name plates and legends. iii. Accessible connections shall be made with multiple bolt silicon bronze connectors specifically designed and I��=fI.,� Southold New York 1 1971 General Notes p ►Y g s `, r "" ;� 3°k 5b655 Route 25, , 1. This entire swimmin pool facility shall be designed, constructed and maintained in strict accordance with the New York 3. As-Built Drawings �" """-� approved for the connection to be made. Grounding connectors shall be indivivuallyselected fro each application, y �",e � � �1.t`::,,;,',, ,�. Proposed In-Door & Out-Door Pools & Spas g P fi' g 1) Upon completion of the work, furnish to the Owner in Autocad electronic file format and pdf format,"As Built" >t, , �.- ,... tt'�11 State Sanitary Code, Chapter 1, Part 6 and Sub-Part 6-1 of the New York State Department of Health. as recommedned by the conductor manufacturer. I ro a. , :.. h' drawings on a flash drive and one set of paper copies. Drawings shall include all field changes and dimensions to �Z-- � <� °%b•` . �:` 2. Following items shall become part of the architectural specifications for construction of the sanitary facilities. iv. Where connections involve dissimilar metals contributing to corrosion,interpose a third,compatible conductive '`t' g P p �.-- a,. , R & W / Engineers P.C. g Y q P material. Exothermic welds of co «,.<_7.,.: y {t `," acc��ratel locate all outlets, devices,a ui ment and such. P ?,.. ,` -.�„ ,..t x_i A. Wails, partitions and ceilings shall have a finish that is impervious to moisture, copper to steel are acce table. i r ,i4, k ,,:,,, 380 Townline Road,Suite 150, Hauppauge,New York 11788 4. Service Manuals v. Inaccessible connections shall be made with exothermic welds(Cadweld or equal) �' iuri:`': " r #fi Phone 631 969-8535 Fax 631 969-8518 B. Floors shall be non-slip, impervious to moisture,free from cracks and joints and sloped to the floor drains a minimum of 1/4 1) Provide three complete sets of instructions for all electrical equipment installed. ' =� a <c 1 Dw No inch per foot. b. Grounding connections shall be manufactured by } �;:.., 9 C. The juncture between the walls, partitions and floors shall be coved. 5. Cuffing and Patching a0 '-':y � Notes & Specifications i. Burndy Corp. O 689r-r�A•�/`�, S P-16 1) Provide all cutting, drilling,rough and finish patching required for the work. ii. Dossert Corp. O�4 ",1 ,1 �? D. Water closets, urinals, lavatories and showers shall be per code. The seat for the water closet shall have a split front. 21 Provide all drilling and patching for expansion bolts, hangers and other supports for proper and safe installation of the p QfiESS1, "A Dwg.Scale: Designed By. Checked By: Date: of E. Shower curtains shall be of plastic or plastic coated. iii. Oz/Gedney Co. License .. 56 As Noted PRG LAR December 14,2023 16 work. 1 2 3 4 5