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Home My WebLink About50836-Z }ttMt TOWN OF SOUTHOLD BUILDING DEPARTMENT w 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 #: 50836 Date: 6/20/2024 Permission is hereby granted to: 56655 Main Street LLC ................................................... _ w. . _ ....� ..._ m. ..�__ ..........._._.... c/o Jonathan Tibett 20 Stony,Hill__Path Smithtown, NY 11787 To: Construct an accessory cabana (# 2) to a commercial hotel 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 and approved by the Building Inspector. To expire on _12/20/2025. Fees: COMMERCIAL ACCESSORY BUILDING OR ADDITION $612.50 CO-COMMERCIAL $100.00 Total: YIT.....ITITITITITITITIT$712.50 J XD— Building Inspector TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 P Telephone (631) 765-1802 Fax (631) 765-9502 litit)s://www.southoldt(,)wn.iiN�.�1-1-9,\� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only / PERMIT NO. 0 Building Inspector:,,,mmm 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 Inca Mailing Address:100 Comac Street Ronkonkoma NY 11779 Phone#: - 200 Email:Phil@petroceliiinc.com 631 981 5 ( ) @p DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $28,000,000.00 Will the lot be re-graded? WYes El No Will excess fill be removed from premises? *Yes ❑No 1 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 this property? ❑Yes *No IF YES, PROVIDE A COPY. ig Check Box 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. Application Submitted By 1print narnell i,I7dreW V. GlambertOne RAuthorized Agent Downer Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF - being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contactor, 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 20 n%- Notary Public LISAAVILES NOTARY PUBLIC, STATE OF NEW Y'O PROPERTY OWNER AUTHORIZATION Registration No. 01AV6386632 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 ANDREW V. GIAMBERTONE & ASSOCIATES ARCHITECTS.I.F.U. TRADITIONAL BUILDING DESIGN 62 ELM ST. SETTER OF TRANSMITTAL HUNTINGTON,NEW YORK 11743 TEL:(631)367-0050•FAX:(631)367-6636 DATE: May 31,2024 A To: Town of Southold TTN: Michael Verity Building Dept. JOB#: 16-003 54375 Route 25 P.O. Box 1179 RE: Building Permit Southold,NY 11971 56655 Rte. 25—Southold Crtm WE ARE SENDING YOU: ❑Attached ❑The items listed below,under separate cover via ❑Shop drawings ❑Prints ❑Plans ❑Samples ❑Specifications ❑Copy of letter ❑Change order ❑ VIA: Hand Delivery TRACKING#: COPIES DATE NO. DESCRIPTION 1 - D G 1 - D x S. -CO T@R 1 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑Reviewed&Approved ❑Resubmit copies for approval ❑ For your use ❑Approved As Noted ❑Submit copies for distribution ❑As requested ❑Returned For Correction ❑Return corrected prints ❑ For review and comment ❑ Rejected ❑Prints returned after loan to us ❑ For bids due ❑ REMARKS: COPY TO: file SIGNED: Ernesto Silva If enclosures are not as noted,kindly notify us at once. e < t i r 27r a II' r' \ 1 p v . ALASKAN YELLOW CEDAR "G'AND O e BETTER CLEAR ROOF 5HIN6LES 5 ' v- �' APPROVED OVER CEDAR BREATHER OR ALASKAN YEL_OA CEDAR 'Cu AND ry ❑ APPROVE EQUAL,6RAGE ICE AND 1 t " ` , III G.H. = IC WATER SHIELD FOR A MIN. OF 24" BETTER GLEA?e ROOF 5Hmun 5 II I BEYOND FACE OF EXTERIOR YVALL A5 T.T.N. OVER GEAR BREATHER OR 19 — PER CODE,ON J" GDX PLYWOOD ROOF APPROVED E�3AL, 6RACE ICE AND AATER SHIEL£? FOR A MIN.OF 24" — SHEATHING W/3C# ORGANIC FELT. BEYOND FACIE OF EXTERIOR MALL AS PER CODE,om J" GDX PLYWOOD ROOF , R-30 GATT INSULATION b 5HEATHIN6 Ar30# OR6ANI6 FELT. E A6.1 A8.3 Ve R-50 BATT IT�JLATIONQ T �;�j 1 ! l �lYV TA MATCHLINE "B" _ MATCHLINE "B" MATC.HLINE '8" — MATC:HLINE "B" I LEAD-COATED UI MBE111 TC�N 11 I COPPER DRF EDbE 0 "� n To.PLATE 7/8 T.O. PLATE & ASSOCIATES TOWN +I COUNTRY TC36 A i WITH TOWN Q COUNTRY I I II 0-COATED *ARCHITECTS STANDARD ROOF VENT -- - LEADERS EE A25 62 Elm Street 9 AQ.3 3 " 1 7 11 I PAIN ROOD TRIM 4/8 4 d 26' "f3/a'I 4-6/4 5-5/e " 11 5" LEAD-COATED 1 Hunttngtonz NY 11743 _ — — 3 0 — p COPPER 6113TER5 AND O LEAD-COATED COPPER o LEADERS�A23 I - Telephone: 631.367.0050 I I GlJ f fERS AND LEADERS m ICI O.A. #2050 NID. MOULDING PAINTED O.W. #2003 AD. m i i ALASKAN YELLOW CEDAR G AND ,� Fax: 631.367.6636 BETTER CLEAR ROOF SHIN61 F5 5 — S'-105/811 =cr T.T.W. OVER CEDAR BREATHER — �, MOULDING PAINTED $� COTTAGE #I '-11/ I I OR APPROVED EQUAL,GRACE ICE 'r0 DRAINSC.RN , 151 i i N AND WATER SHIELD FOR A MIN. OF Giambertone�:rchitects.com =� I I 24" BEYOND FACE OF EXTERIOR �AINLE55 STEEL METAL LATH r TUB mo\ i — WALL AS PER CODE, ON GDX _ 1 I PLYWOOD ROOF 5HEATHIN6 W/30# i _.. N 1 �O POI"ERAALL STUCCO, : Q d ORGANIC FELT. 5GRATGH 4 BROM GOAT _. A F 3ERGLA55 MESH 182 O E BATH #I - A i _ `_ _..__.__ ..._... .. . . . _... . . .. .. N m 151a , 1 - iv F:�VIS�CLADAT . 9 t� — -- - — 548" DENSE6LA� 5HEATHIN6 ' 5y:2 4'-2Y211 I_b/211 W2" , - The Enclaves xx xx i m -- r 4 Detail A2.2c SCALE : 1 1/2" = 1'-0" , 0 1 40 .::<• � l03 I I c�� _� 5To DRAIN5GRIEN 566.55 Route 25 STAINLEE'5 STEEL A I I I METAL LATH COTTAGE #2 I i -_- ! SC SCRATCH 4 BRO STCOAT Southold New York 1A = GOTTAGE I FIB RGLA556 COAT i I UI I54 I [REFER TO COTTAGE FiN15H COAT MEMBRANE #I FOR DIMENSIONS LA t e 185 184 0 6E BATH#2 1A >ri 5HEATHIN6 55 152a — SHEATHING 16-00 3 i 2x6 WD 57UD5 W/ ® --- — IBER6L 5INSULATION -- — - I 41 41 R N. : I 1 03-22-2024 Issued for BuildingPermit 2 05-31--2024 Issued for Building Permit i I m T.O.15T FLOOR F.F. ELEV. +0'-0'(rL +32 O')� — i d I i 42 42 ° d WEE 105 \ A i $ GoTTA3E #3 e - - i i TRELLIS DETAILS SEE DETAILS S,Sa 4 10 ON REFER TO COTTAGE DWG_A8.4 #1 FOR DIMENSIONS _ ° I 185 186 6E BATH#3 !03 i in 153a — d iI Ii ::. 43 g ,9 j.. z 44 °� __._ ...... .. .... ......d 'a °d _ COTTA6E #4 I i 3 mall Section r i f e N 1 L:I)E. ! REFER TO COTTAGE I I I I #1 FOR DIMEN510N5 i I / A2 2c SCALE:3 4" = V-0" 18? 188 0 6E BATH #4 104 i i di yry 7 154a i L \ :. 45 6'-Sy41' -IO�iB 5 2c A5.4 1 Hotel - Cottages First Floor Planr�2 Hotel - Cottages Roof Plan Issued for Building Permit 0 2024 AVGA A2.2c SCALE : 2.2c SCALE: 1/8"= V-0" THE. cr.mIGHT DRAwrNGS,sPFariCATIONS, AND OTHER DOCUMENTS PREPATYM BY ANDREW V.GIA��ff3ER'I.ONE.AND ASSOCIATES,ARCHITECTS,P.C. I _ -- (AVGA;iflRTi-LISPROJECT,ARE[NSTR':�4ENTS OF AVGA. TJIL'Sti DOCUMENTS 4I4 ARE SF�YFCFS FOR T Hli USE SOI.}'sLY iE'3iH RESPECT TO THIS PROJECT. UNLF•SS �I .� �, � �' i OTHER�SE PROVIDED, AVGA SiL'4f3,BG llEEMED THE AUTIIOR OF THPSF '}'` DOCUIM�NTS AND SHALL RETAIN ALLCOMVfON�1W,STATUTORY ANDOTHI:R �°� RFSER4-D RIGHT'S THAT THESE DOCUMENTS SHAIT. NOT BE USED BY THE •\ I •\ OWNER, OR OT IFRS, ON MILK PROJECTS FOR ADDITIONS TO THIS \, PROJF 3, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. • — `� _Plotted Thursday,May 30,2024-9r28am By: Ernesto ;UEI Y i r u •" : <'r. i Fit L\AVGA Current Jobs\Enclaats 16-003\Working Drawings\AZ 2c Cottages , F11 I ; : < :: _ a : Cottages - Floor Plan r- Roof Plan Sect. Detail' As Noted e.f.s. Key Plan Key Plan A2 . 2c SCALE : N.T.S. SCALE : N.T.S. i; 3 T.O.SECOND FLOOR FIN15H l ' - - _ _ ANDREW Ve G -- GIAMBEPRTONE I O , 0 ►08 I r & ASSOCIATES it .. .. ...at .,. 1 T.O.FIRST FLOOR FINISH - - - - - - * ARCHITECTS 62 Elm Street 3 Huntington, NY 11743 East Elevation (Cottages) West Elevation (Cottages) Telephone: 631.367.0050 SCALE : 1/8"= 1'-0" i fax: 631.367.6636 SCALE : 1/8"= 1'-0" GiambertoneArchitects.com a XX MATERIAL KEY: R5 - RUBBLE 5TONEE VENEER _- M5 - MA5ONRY 5=00 M6 - MIRRORED GLA55 a L5 - LOUVERS l -J TTER INR - WOOD RAIL e Enclaves — WT - WOOD TRELLi5 -O 6R - 6LA55 RAIL G5 - GEDAR SHivG':..ES - "G" AND 1 __. BETTER GRADE -- — �I( GR5 - GEDAR ROOF aHIN6LES - "G' r� I.1 L�� (U� AND BETTER ORADE_ ;6655Route G5 11 r �� R R TL_ �_��_ ��__>�� - Sou New York 1 LLjj i ' 10�4 MS i 103 MS •l02 MS /101 v to i e 05 a 03 . ; loi 8 I � ;P ;� 16-003 _ I I ' ELEV. +0'-0" (EL. +32.0V) - 1 - 03-22--21(Q4 Rev'd. &Issued for Bldg. Permit South Elevation (Cottages) 1 SCALE : 1/8"= 1'-0" -- XX J. 3 . • I I I �' � .f 1 I I ,r i , , .__.............__.., ..-... ....... ..... ........ .. ........ .. .,.... ..... ......_ I ILL. - iu - --- I - -- T I .. I I I > I I li I i 02 M5 O4 M5 i j lob I I! I I M5 i I M5 - i O 1 I I I 1' E D A ti C.1 North Elevation (Cott�.ges) f — 1 SCALE : 1/8II= 1-0!1 02080" Issued for Building Permit ` 4 O 2024 AVGr. THF, CO11YRJC9r DRAWINGS ,SPPCIFICATIONS, AND OTHER DOCUMENTS PREPARED BY JAMMEW"V.GIA)viBERTONEANDASSOCIATES,ARCHITECTS,P.0 (AV(;A)FORTH35P%)JEk-7, ARE INSTRUMENTS. OF AVGA. THESE DOCUMENTS ARE SERVICES FMTHE USE SOLELY WITH RF.SPEC:CTO THIS PROJECT, UNLESS OTHERWISE P1tCtItIDM, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AX1)SHATJ_RETAIN ALLCObLMONI.AW,STATUTORY AND OTI LI RESERVED RKNE THAT THESE DOCUMENTS SIIALI, NOT BE USED BY T14' OWNER, OR OMENS, ON CYPHER PROJECTS FOR ADDITIONS TO THE: PROJECT, OR RJR rHF COMPLETION OF THIS PROJECT 17OR OTHERS- Plotted: Friday,l4 mh 22,2024-9:26am By: I.rnesto File: Imo.\AVG1%Cwrent lobs\I ndaves 16-003\Working Drawings\A3-l.dwg Proposed Hotel Cott. es Elevations As Noted e.fs. .... ' ,7r . /K;'; 4 ANDR EW Ve 2' " P.S. G ERTONE t & ASSOCIATES \ \ *ARCHITECTS m T " \ 62 Elm Street \ Huntington, NY 11743 \ Telephone: 631.367.0050 \ Fax: 631.367.6636 m GiambertoneArchitects.com r � i The Enclaves i i 56655 Route 25 FIRST FLOOR PIN. FLOOR FIRST FLOOR FIN. FLOOR 01-011 Southold, New York QTY: 4 QTY: 4 QTY: 4 W.. .._,........................._.....w.............. PRODUCT: CASEMENT PRODUCT: GLA55 PANELED PRODUCT: SLIDING GLA55 PANELED • 1019 1029 1039 104 (COTTAGES) 1019 1039 105, 107 (COTTAGES) 102,104,106,108 (COTTAGES) A ("A 16-003 Window Unit A Ext. Door Unit A chl .1 SCALE : 3/4" = 1'-0" Ch 1.1 SCALE:3/4" = 1'-0" �hl .!YSCALE:3/4" =1'-0" 03-22-2024 Revd.&Issued for Bldg.Permit ......................... .................................................... ........................................................................ ... .... ............. ...................................... ....................... ..... .. .............................................._—._.............................................................._............................... ...................... ............................. ...... . .................... ..................................... ........ ..............................: ...................... ---_................ .... . ... .........................._.......... ................................... ................................ .............. ......................................................................................... ................... ........................_.._.............. .............-................................................. .... . ...............................; ................................................._................ ................................................ .. ........... . .. ..... ... ........ ......................................._._.......... ........................................................... ........ ..................................................--..................... .................................... .. ............. ................................................._........................................ ............. ............. . ...... ... ...........: ........................ ._......----................... ................... _ . . . ............................. ............................ _.. ....................... ... .. .......................................................................................... �\SZ�R=D a9G' Q� ENT�'S'i>, * � W � 'Qx080� ccQF NEW�0 ...... ... .................._.........._............................................................................................ . ........................... Issued for BuMigg µPermit K ..; © 2024 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 FORTHE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDTD, AVGA SHALL BE DEEMED 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. Plotted: Tuesday,Much 26,2024-1:45pm By: Emesto File: L:\AVGA Cumnt Jobs\Enclaves 16-003\Working Drawings\Schl-1-Wind che&le Cotta es Wi g ndow & Door Schedule As Noted Sc 11 a, 0 Fireplace/Chimney Notes MASONRY FIREPLACE 5GHEDUL 4 I. ALL MASONRY FIREPLACES TO BE BUILT AS SOLID-FUEL 5.MECHANICAL DRAFT SYSTEMS SHALL BE L15TED IN el. ALL FIREPLACES,SURROUNDS AND MANTELS TO BE — -� BURNING FIREPLACES AND SHALL BE CONSTRUCTED 1N ACCORDANCE WITH UL 51b AND APPROVED BY THE INSTALLED IN STRICT CONFORMANCE TO FIRE A F F- A5 2 ACGORDAI�E WITH NY STATE BUILDING GORE MANUFACTURER'S ENGINEER TO MAINTAIN DRAFT AS PER UNDERARITER-5 SPECIFICATION,FACTORY-BUILT FIREPLACE z '0 v v 13 t z 0- 13 IL V SECTION 4.1.2.5(5) OF NFPA 21I. USE OF AN AUTOMATED SPECIFICATIONS AND NEW YORK STATE BUILDING CODE. O x f- o u o - UU p FIREPLACE DAMPER SHALL BE RATED FOR USE WITH A WOODWORK OR OTHER COMBUSTIBLE MATERIALS SHALL NOT Q z Q `o 0 o Q x OC}`n d X } u� 2. ALL FACTORY-BUILT CHIMNEYS FOR MASONRY FIREPLACES SOLID-FUEL BURNING APPLIANCE FLUE AND SHALL MST TT BE PLACED WITHIN b" OF A FIREPLACE OPENING. o '�d d p "- n o " Nd — SHALL COMPLY WITH THE REQUIREMENTS OF ULi03 AND SHALL RQUIREMENTS OF AN51 Z21.66-I�igb STANDARD FOR AUTOMATIC GOMBU5T1$LE MATERIAL WITHIN 12 OF TIC FIREPLACE u a a � y n x � II_d a 0 d _ J .n a BE MARKED "RESIDENTIAL TYPE AND BUILDING HEATING VENT DAMPER DEVIGE5 FOR 05E WITH GA5 FIRED APPLIANCES. OPENING SHALL NOT PROJECT MORE THAN 1/8" FOR EACH I" •' -'._ "�` APPLIANCE CHIMNEY" A5 PER NY STATE BUILDING GORE DISTANCE FROM SUCH OPENING. COTTAGES 151-154 A4.3 +O'-O" +O' O" 3"i " 32 " 24�' 1/10 153.6 E - - X 6.CHIMNEY FIREBLOGKIN6. ALL SPACES IN BETWEEN ; 3. ALL FACTORY-BUILT FIREPLACES SHALL BE TESTED IN GHIMNEY5 AND FLOORS AND CEILIN65 THROUGH WHICH 10. PROVIDE 6A5 LINES FOR DECORATIVE VENTED . � �. :.� ., ,,� ��• •• � �;;� �„ ' �`• . GHIMNE`(S PA55 SHALL BE FIREBLOGKED WITH APPLIANCES(GAS LOG KITS) AS DIRECTED BY OWNER. :' "` p` NON MATERIAL SECURELY FASTENED IN DECORATIVE VENTED APPLIANCES SHALL ONLY BE f RESIDENTIAL GORE SECTION RI004. THEY SHALL BE INSTALLED rd, .: IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. AN PLACE. THE FIREBLOCKING OF SPACES IN BETWEEN INSTALLED IN APPROVED SOLID FUEL-BURNING FIREPLACES, I NOT BE INSTALLED IN A GHIMNEl'S AND WOOD JOISTS,BEAMS OR HEADERS SHALL BE NO DEVICE INSTALLED IN A FIREPLACE THAT USES A UNVENTED GA5 LOG HEATER SHALL .,x %..,ti. - .. `x•.:`,;�''' r` ''' :, `, ,�,< FACTORY BUILT FIREPLACE UNLESS THE FIREPLACE SYSTEM TO A DEPTH OF NGH AND SHALL ONLY BE PLACED ON GASEOUS FUEL FOR ITS OPERATION SHALL BE EQUIPPED �.. ...: �,. ? <;. ,;<<:: °': HAS BEEN 5PEGIFIGALLY TESTED LISTED AND LABLED FOR 55 THE WITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT. • .?,; a . ;r , �•:. , ;. .. , STRIPS OF METAL OR METAL LATH LAID ACRO ® -- SUCH USE IN ACCORDANCE WITH UL 12?. SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. CONTRACTOR TO COORDINATE GAS SUPPLY VALVE CONTROLS FOR DECORATIVE VENTED APPLIANCE WITH z. ".' — 4. DECORATIVE VENTED APPLIANCES (GA5-LOG KITS) SHALL -I• MAINTAIN 2" MIN. CL AUTOMATED DAMPER SYSTEM CONTROLS. EARANCE BETWEEN ANDREW V ONLY BE INSTALLED IN 50LID FUEL-BURNING FIREPLACES ANDFIREPLACES/CHIMNEYS AND COMBUSTIBLE MATERIAL AND I" SHALL BE TESTED IN ACCORDANCE WITH AN51 Z21.bO AND BETI^1EEN CHIMNEY AND COMBUSTIBLE MATERIAL WHEN 11. ALL FIREPLACES SHALL BE INSTALLED WITH TIGHT-FITTING SHALL BE INSTALLED AS PER THE MANUFAGTURER'5 CHIMNEY 15 LOCATED ENTIRELY OUTSIDE THE EXTERIOR NONCOMBUSTIBLE FIREPLACE DOORS TO CONTROL WI INSTALLATION INSTRUCTIONS.DECORATIVE VENTED WALLS. THE AIR SPACE SHALL NOT BE FILLED EXCEPT TO INFILTRATION LOSSES AS PER NY STATE BUILDING CODE GIAMBEIVI �(� APPLIANCES GAN NOT BE INSTALLED IN SLEEPING ROOMS, PROVIDE FIREBLOGKING AS PER N.Y.5. BUILDING CODE. 1�I BATHROOMS,TOILET ROOMS OR STORAGE CLOSETS UNLE55 EXFO5W COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING 12. FACTORY-BUILT OR MASONRY FIREPLACES SHALL BE THEY MEET THE REQUIREMENT5 OF NY STATE BUILDIN6 CODE MATERIAL SUCH AS WOOD SIDING ,FLOORING AND DRYWALL MECHANICALLY VENTILATED AND CONTROLLED 50 THAT THE Q�- ASSOCIATES TOWN 4 COUNTRY TG36SECTION G2407S WHICH LIMITS THE APPLIANCE TO Ip00 BTU BALL BE PERMII?ED TO ABUT THE MASONRY FIREPLACE INDOOR fREi5l1RE 15 NEUTRAL OR P051TiVE AS PER NY {JC, WITH TOWN 4 COUNTRY w TO EACH 50G.F.OF ROOM VOLUME. SIDE WALL5 AND HEARTH EXTEN510N.,PROVIDED 5UGH STATE RESIDENTIAL GODS SECTION R1006. IF THE ROOM STANDARD ROOF VENT Q COMBUSTIBLE TRIM OR SHEATHING {5 A MINIMUM OF 12" FROM CANNOT MECHANICALLY BE PROVIDED WI1N NEUTRAL OR THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. POSITIVE INDOOR PRESSURE THAN THE FIREBOX SHALL BE EQUIPPED WITH AN EXTERIOR AIR SUPPLY AND THAT THE ` ARCHITECTS u S.PROVIDE KMF140L-S AT BOTTON OF CAVITY WALL5 AND EXTERIOR AIR INTAKE SHALL NOT BE LOCATED AT AN p AT ALL APPROPRIATE LOCATIONS® 2'-0" O.G. MINIMUM. CATION HIGHER THAN THE FIREBOX. A E 62 Elm Street S�5" 2' 4� 2E_�4EE 8?�8E Huntington, NY 11743 5-Sy4 Telephone: 631.367.0050 Fax: 631.367.6636 1 Cottage Fireplace GiambertoneArchitects.com A9.3 SCALE: 1/2" = 1'-0" The Enclaves 36655 Route 25 Southold, N env York .......... 16-003 03-22-2024 Issued for Building Permit &05-31-2024 Revd. & Issued for Bldg. Permit E T — i r Y n �" ,.:°�so••". ? `fin�:,��a, COTTAGE#1-4 TOWN 4 COUNTRY TG36 ' WITH TOWN $ COUNTRY } x cr STANDARD ROOF VENT T.O.6T Mom i'F u m m MLV.+o�-0'c»..+52.07 Issued for Buildin Permit © 2024 AVGA —{ —{ -- �— ( THE RM, BY DRAWINGS V.G SPEC IFSCAT"IONS, AND OTHER DOCUMENTS III—III—III—III—III—III—i . III—)I(—III—III—III=I III—I I—III—III—`III- PREPARED BY ANDRE-1 V.RE fNSTMBI-RTOIVE AND AAVGA.TI?S, SE, DOCUMENTS P.C. —I —I I( -III—III—III—I 14—I (AVGA)FQRTtIyi PRQJECI',ARE ItiS[RL'M ti5 OF AVGA. THESE DOCtJ.4tFNTS _ , III—I I I—III—i I I_I I I, , .I I I. -1 I I-1 I I—I I I—III I i,, . � III E AUTITOR OFLTHIsk III—III—III—III--I i E— ARESER SORT HE USE SOLEI Y�C'I'rBL H SP TO' —III—III—III—I I — - ' '—III—III—III— OTHERWI_' PLND SH D, AVGA SH .1- OMNI iF, ;ll'fH IX)<.TiMEN15 AID SHAI.I.RI?TAIN A1LCUw-AdON]AW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE. IX)CU'HEtiiS SHALL. NOT BE USED BY THE OR\T R, OR OTHERS , ON CYk t I411 PRQJECt'S FOR ADDITIONS TO THIS PROJECT, C}9 FOR THE COMPLETION OF THIS PRO]E(T FOR OTHERS. Plotted: Thm!day,May 30,2024-10:11am By: Ernesto He: L•\AVGS Current Jobs\Enclaves i E-003\Working Drawings\A9.1-Fireplace- _ . Cottages FireplaceI As Noted 2 Fireplace Section 3 Fireplace Section e.f.s. = _.. . ............. _ . . ...... A9.3 SCALE: 1/2" 1'-0" A903 > ' 1 s r GENERAL STRUCTURAL NOTES 10. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE USED ONLY WHEN STRUCTURAL ABBREVIATIONS 1. ALL WORK SHALL CONFORM TO THE CODE & REFERENCE STANDARDS LISTED UNAVOIDABLE AND SHALL BE LOCATED AT A MINIMUM 6'-0" FROM ANY SUPPORTING - A.B.=ANCHOR BOLT - L.W.=LIGHT WEIGHT BELOW. PIER OR BUTTRESS, EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS. NO - B.=BOTTOM - L.W.C.=LIGHT WEIGHT CONCRETE 2. HORIZONTAL CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS - B/=BOTTOM OF - L.L.V.=LONG LEG VERTICAL HE STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECTURAL, WILL BE ALLOWED. - BM.=BEAM - L.P.=LOW POINT t M/E/P/S DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS) AND EQUIPMENT ..gGk ,,"+� , k.• BRG.=BEARING - MAS.=MASONRY MANUFACTURERS TO ENSURE THAT OPENINGS, ANCHORS, INSERTS, SLEEVES, 11. ALL REQUIRED UNDERPINNING, SHEETING, SHORING OR OTHER SIMILAR - BLK.=BLOCK - MTL.=METAL 4` ATTACHMENTS, ETC. ARE PROVIDED AS REQUIRED. SOME OF THE DETAILS OF THE EXCAVATION CONSTRUCTION ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY OF THE _ B.O.F.=BOTTOM OF FOUNDATION _ NF.=NEAR FACE :a Y WORK ARE SHOWN ON THESE DRAWING SHOULD BE CAREFULLY REVIEWED BY THE CONTRACTOR AND SHALL BE THE SUBJECT OF CONTROLLED INSPECTIONS AS BOT.=BOTTOM N.W.C.=NORMAL WEIGHT CONCRETE .. CONTRACTOR TO FULLY COMPREHEND THE FULL SCOPE OF WORK. REQUIRED BY THE REFERENCED BUILDING CODE. THE CONTRACTOR SHALL RETAIN - B.P.=BASE PLATE - N.LC_=NOT IN CONTRACT A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK TO PROVIDE _ BRKT.=BRACKET _ O.C._ON CENTER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING ALL NECESSARY DESIGNS AND REQUIRED INSPECTIONS. CONTRACTOR SHALL SUBMIT CANT. CANTILEVER O.D.-OUTSIDE DIAMETER ` , ,f.,.• '; ALL DIMENSIONS WITH THE ARCHITECTURAL AND M/E/P/S DRAWINGS. IN CASE OF SIGNED & SEALED DRAWINGS OF SUCH DESIGNS TO THE ENGINEER OF RECORD TO - C.I.P.=CAST-IN-PLACE - OPNG.=OPENING, ,, CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM REVIEW. - CLR.=CLEAR - P.C.=PILE CAP ,;rt:; die THE ARCHITECT/ENGINEER. - COL.=COLUMN _ PL.=PLATE qF« 12. ALL EXISTING FOUNDATIONS AND EXISTING CONDITIONS DEPICTED ON THE - CONC.=CONCRETE PT.=POINT 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. ANY UNUSUAL CONDITIONS - C.M.U.=CONCRETE MASONRY UNIT - P.T.=PRESSURE-TREATED FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE - CONST. JT.=CONSTRUCTION JOINT - PVC.=POLYVINYL CHLORIDE CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION ENGINEER OF RECORD. - CONT.=CONTINUOUS - PSF.=POUNDS PER SQUARE FOOT OF THE ARCHITECT/ENGINEER. - C.J.=CONTROL JOINT - PSI.=POUNDS PER SQUARE INCH 13. AT NO TIME SHALL BULLDOZERS, TRUCKS OR OTHER HEAVY EQUIPMENT BE - DEPR.=DEPRESSION - R.=RADIUS 5. IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR PERMITTED CLOSER THAN 8'-0" TO ANY FOUNDATION WALL. - DET.=DETAIL - REINF.=REINFORCED CONDITIONS SPECIFIED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE - D.L.=DEVELOPMENT LENGTH - RETG.=RETAINING ANDREW V. ARCHITECT/ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE 14. CONFORM TO ALL BUILDING CODE PROVISIONS AND OSHA REQUIREMENTS - DIA.=DIAMETER - RET.=RETURN AFFECTED UNTIL FORMALLY DIRECTED BY THE ARCHITECT/ENGINEER ON HOW TO REGARDING THE BRACING, SHEETING, SHORING ETC. OF EXCAVATIONS. - DIM.=DIMENSION - R.E.=RIGHT END PROCEED. - DIR=DIRECTION - SECT.=SECTION GIAMBERTONECONCRETE - DWLS.=DOWELS - S.C.=SHEAR CONNECTOR 6. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS 1. CONCRETE SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ACI-318, - EA.-EACH - SHT.=SHEET WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. "MINIMUM REQUIREMENTS, FOR STRUCTURAL CONCRETE", LATEST EDITION. - E.E.=EACH END - S.L.V.=SHORT LEG VERTICAL E.F.=EACH FACE - SIM.=SIMILAR & ASSOCIATES 7. IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATIONS, THE MOST 2. CONCRETE MIX SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND - E.J.=EXPANSION JOINT - S.O.G.=SLAB ON GRADE STRINGENT REQUIREMENTS SHALL GOVERN. APPROVED BY THE STRUCTURAL ENGINEER. - E.S.=EACH SIDE - S.L.=SPLICE LENGTH - EQ.=EQUAL - SQ.=SQUARE 8. THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE 3. THE FOLLOWING MIX PARAMETERS SHALL BE USED: - E.W.=EACH WAY - STD.=STANDARD *ARCHITECTS AFTER CONSTRUCTION OF THE STRUCTURE HAS BEEN COMPLETED. THE STABILITY ELEMENT 28 DAY STRENGTH W C AIR CONTENT - EXIST.=EXISTING - STL.=STEEL OF FOOTINGS 4,000 PSI 0.45 6% f 1.5% - EXST.=EXISTING - S.D.I.=STEEL DECK INSTITUTE CO THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE FDN. WALLS 4,000 PSI 0.45 6% f 1.5% - EXP. BOLT=EXPANSION BOLT - S.F.=STEP FOOTING OR SQUARE FOOT CONTRACTOR. JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE EXT. SLAB 4,000 PSI 0.45 6% f 1.5% - EXP.JT.=EXPANSION JOINT - STIFF.=STIFFENER RESPONSIBILITY OF THE CONTRACTOR. LACK OF COMMENT BY THE =FAR F 000 PSI STRUCT. SLABS 4, 0.45 LESS THAN 3% - F.F. ACE - SIR.=STRUCTURAL 62 Elm Street ARCHITECT/ENGINEER IS NOT TO BE INTERPRETED AS APPROVAL OF THOSE - F.F.FOOT A FEET - sUP.=SUPPORT 4. ASPECTS OF WORK. FIN.=FINISH - SYM.=SYMMETRICAL Huntington, NY 11743 NLESS OTHERWISE NOTES, CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) HICK OR THICKNESS T=. _ FL.=FLOOR - THK 9. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR USING HARDROCK AGGREGATES. AGGREGATES USED IN CONCRETE SHALL CONFORM - FIG.=FOOTING - TH THREADED NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE TO ASTM C33, CONCRETE AGGREGATES. ._ END _FOUNDATION _ T&B.=TOP AND BOTTOM Tele hone: 631.367.0050 ARCHITECT/ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY FND GALVANIZED T.=TOP p CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE WORK THAT 5. WATER USED IN CONCRETE WORK SHALL BE CLEAN AND POTABLE. _ GA._GAUGE _ T/=TOP OF Fax: 631.367.6636 REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURE, 6. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. ALL CONCRETE SHALL BE GR.-GRADE TO.=TOP OF PROFESSIONAL FEES MAY BE CHARGED TO THE CONTRACTOR AT THE STANDARD HOURLY RATE OF ADDITIONAL SERVICES. SUCH FEES MAY BE WITHHELD FROM THE ALL TYPE II. MAXIMUM CHLORIDE ION, PERCENT BY WEIGHT OF CEMENT, SHALL BE - G.B.=GRADE BEAM - T.O.C.=TOP OF CONCRETE 0.06. - G.P.=GUSSET PLATE - T.O.F.=TOP OF FOUNDATION GENERAL CONTRACTORS PAYMENT. - HI.=HIGH - T.O.S.=TOP OF STEEL GiambertoneArchitects.com 10. DO NOT SCALE DRAWINGS. 7. CONCRETE MIXING, PLACEMENT AND QUALITY SHALL BE PER IBC SECTION 1905, - H.L.=HUNG LINTEL - T.O.W.=TOP OF WALL ASTM C94, ASTM C685, AND ACI 302. MECHANICALLY VIBRATE ALL CONCRETE - HT.=HEIGHT - TYP.=TYPICAL WHEN PLACED, EXCEPT SLABS ON GRADE NEED ONLY BE VIBRATED OR - H.P.=HIGH POINT - U.N.O.=UNLESS NOTED OTHERWISE BUILDING CODE & REFERENCED STANDARDS 1. 202E INTERNATIONAL BUILDING CODE, 2020 NEW YORK STATE BUILDING CODE. THOROUGHLY RODDED AROUND EMBEDDED STRAPS OR HARDWARE, BOLTS FOR - H.S.=HIGH STRENGTH - U.O.N.=UNLESS OTHERWISE NOTED HOLDOWNS, PT ANCHORAGES (IF NECESSARY), CURBS AND EDGES OF SLAB STEPS - H.E.F.=HORIZONTAL EACH FACE - US.=UNDERSIDE 2. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. - H.I.F.=HORIZONTAL INSIDE FACE - V.E.F.=VERTICAL EACH FACE - H.O.F.=HORIZONTAL OUTSIDE FACE - V.I.F.=VERIFY IN FIELD DESIGN CRITERIA 8. CONFORM TO ACI HOT AND COLD WEATHER CONCRETING REQUIREMENTS, ACI 305 - HOR.=HORIZONTAL - V.O.F.=VERTICAL OUTSIDE FACE 1. DEAD LOADS PER MATERIAL - IN.=INCH - W.W.F.=WELDED WIRE FABRIC AND ACI 306, LATEST REVISIONS. 2. FLOOR LIVE LOADS - I.D.=INSIDE DIAMETER - W.W.M.=WELDED WIRE MESH • HOTEL - INV.=INVERT s ONE & TWO-FAMILY DWELLINGS 9. CONCRETE FORMWORK SHALL BE FREE OF DEBRIS AND OIL TO ALLOW FOR _ - W/=WITH UNINHABITED ATTIC W STORAGE 20 PSF PROPER REMOVAL. FORMWORK SHALL REMAIN IN PLACE FOR A MINIMUM OF 7 .=JOINT - W.P.=WORKING POINT / DAYS FOR WALL FORMS AND 21 DAYS FOR BEAM FORMS UNLESS OTHERWISE - JST.=JOIST UNINHABITED ATTIC W/O STORAGE 10 PSF DIRECTED BY THE ENGINEER. AFTER SUCH TIME, ALL FORMWORK SHALL BE - K.=KIP (1000 POUNDS) \: HABITABLE ATTICS & SLEEPING ROOMS 30 PSF REMOVED. - LO.=LOW ALL OTHER AREAS EXCEPT STAIRS 40 PSF REILLY+TARANTINO- ALL OTHER RESIDENTIAL OCCUPANCIES 10. REINFORCING FOR CONCRETE SHALL BE DEFORMED BILLET STEEL CONFORMING STRUCTURAL SYMBOLS ENGINEERING PRIVATE ROOMS AND CORRIDORS SERVING 40 PSF TO ASTM A615, GRADE 60. PUBLIC ROOMS AND CORRIDORS SERVING 100 PSF MOMENT CONNECTION 1000 Park Blvd, Suite 209 • ROOF LIVE LOAD 20 PSF 11. WHERE SPECIFICALLY INDICATED ON DRAWINGS, REINFORCING REQUIRING EPDXY 3. SNOW LOADS SHALL CONFORM TO ASTM A934-07. COLUMN ABOVE Massapequa Park, NY 11762 GROUND SNOW LOAD, Pg = 20 PSF 12. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH A MINIMUM QQ COLUMN BELOW Phone: (631) 724-7888 SNOW EXPOSURE FACTOR, Ce = 0.9 J� YIELD STRENGTH OF 75 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE SNOW LOAD IMPORTANCE FACTOR, Is = 1.0 TOGETHER. WELDED WIRE FABRIC SHALL BE SUPPLIED IN SHEETS ONLY. STEEL BEAM PENETRATION � y THERMAL FACTOR, Ct = 1.0 Email: inforefilltarantlno.com DRIFT SURCHARGE LOAD, Pd = N/A 13. ALL ITEMS CAST IN SLAB, SUCH AS REINFORCEMENT, PIPES, SLEEVES, ETC. = STEEL COLUMN WIDTH OF SNOW DRIFT, w = N/A SHALL BE SECURED PRIOR TO PLACING CONCRETE. FLAT-ROOF SNOW LOAD, Pf = 20 PSF L� SPAN DIRECTION 4. CONCRETE SHALL BE PLACED IN A MANNER TO AVOID SEGREGATION OF CHANGE IN STRUCTURE ELEVATION project: 4. WIND LOADS AGGREGATES. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. � ULTIMATE DESIGN WIND SPEED, Vult. = 130 MPH RISK CATEGORY = II 15. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN EXPOSURE CATEGORY = B STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. The EnclavesINTERNAL PRESSURE COEFFICIENT = N/A MAXIMUM PIPE SIZE SHALL NOT EXCEED Ys OF THE SLAB THICKNESS AND BE COMPONENT & CLADDING PRESSURE = N/A LOCATED IN THE MIDDLE THIRD OF THE SLAB. MINIMUM SPACING SHALL BE 3 TIMES THE PIPE DIAMETER. PIPES SHALL NOT IMPAIR THE STRENGTH OF THE 5. SEISMIC LOADS MEMBER. RISK CATEGORY = II SEISMIC IMPORTANCE FACTOR, le = 1.0 16. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE SPECTRAL RESPONSE ACCEL, SHORT, Ss = 0.178 FOR NOT LESS THAN 7 DAYS BY USING A CURING COMPOUND CONFORMING TO SPECTRAL RESPONSE ACCEL, 1 SECOND, S1 = 0.05 ASTM C-309 OR BY WET BURLAP OR A PLASTIC MEMBRANE. 5 SITE CLASS = p 6655 Route 25 DESIGN SPECTRAL RESPONSE, Sds = 0.19 17. SHOP DRAWINGS FOR STEEL REINFORCEMENT SIZE AND LOCATIONS, FORMWORK, DESIGN SPECTRAL RESPONSE, Sd1 = 0.08 SHORING AND RE-SHORING MEMBERS SHALL BE SUBMITTED TO ENGINEER OF Southold, New York SEISMIC DESIGN CATEGORY B RECORD. BASIC SEISMIC FORCE-RESISTING SYSTEM = WOOD SHEAR WALL DESIGN BASE SHEAR = 3 KIP WOOD FRAMING SEISMIC RESPONSE COEFFICIENT, CS = 0.095 1. THE DESIGN AND INSTALLATION OF WOOD FRAMING MEMBERS SHALL CONFORM RESPONSE MODIFICATION COEFFICIENT, R = 2 TO THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", THE "WOOD job number: ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS", AND THE FORCE INTERNATIONAL RESIDENTIAL CODE, WHERE APPLICABLE. 6. LATERAL EARTH PRESSURES 2. ALL NEW GENERAL FRAMING LUMBER SHALL BE SPECIES TYPE 16-003 EQUIVALENT LIQUID HEAD 40 PSF DOUGLAS-FIR-LARCH #1 OR BETTER, WITH Fb= 900 PSI. date: AT REST 60 PSF SPECIAL INSPECTIONS 3. LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS ISSUED FOR BUILDING PERMIT 10/12/2023 THE FOLLOWING WORK ITEMS REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH OTHERWISE APPROVED BY THE ENGINEER. - ISSUED FOR PRICING 11/10/2023 ITEM CODE SECTION DEFECTS.CABLE BUILDING CODE SECTION NOTED. 4. LUMBER SHALL BE FREE FROM KNOTS, SHAKES, ROT, CHECKS OR OTHER ISSUED FOR COORDINATION 12 15 2023 CONCRETE BC 1705.3 / / - ISSUED FOR BUILDING PERMIT 01/10/2024 IL BC 1705.E 5. NEW FLOOR & ROOF JOISTS, HEADERS AND TRIMMERS, AS WELL AS OTHER NOTE: SPREAD FOOTING FOUNDATION MUST BE INSPECTED BY SPECIAL INSPECTOR. ISSUED FOR BID 02/07/2024 HORIZONTAL MEMBERS, SHALL BE SET WITH THE CROWN EDGE UPWARD. FOUNDATIONS 6. WOOD BEAMS SHALL HAVE A MINIMUM 4" BEARING AT MASONRY SUPPORT AND ISSUED FOR BUILDING PERMIT 03/22/2024 1. THE FOUNDATION HAS BEEN DESIGNED BASED ON INFORMATION PROVIDED IN 2" BEARING AT STEEL SUPPORT. THE GEOTECHNICAL REPORT BY "SOIL MECHANICS DRILL CORP." DATED "JANUARY 4, 7• JOISTS HANGERS, STRAPS, HOLD-DOWNS, TIES, CAPS, AND BASES SHALL BE 2017"• SIMPSON OR APPROVED EQUAL. ATTACHMENT OF THESE DEVICES SHALL BE IN 2. FOOTINGS/MATT FOUNDATION HAS BEEN DESIGNED FOR A MAXIMUM ALLOWABLE ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. BEARING PRESSURE OF 2 TSF. 8. JOISTS SHALL BE CROSS-BRIDGED AT MID-SPAN OR INTERVALS NOT TO EXCEED 8'-0" O.C. AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT 3. ALL UNSUITABLE MATERIAL (BRICK FRAGMENTS, ASPHALT, CONCRETE BOULDER, BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING ETC.) WITHIN THE BUILDING AREA AND EXCAVATION SHALL BE REMOVED FROM THE BETWEEN BEAMS OVER GIRDERS AND PLATES OF BEARING BEARING PARTITIONS. SITE. ALL WATER AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE METAL BRIDGING STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY. BOTTOM OF THE EXCAVATION BEFORE COMPACTING SUBGRADE AND PACING CONCRETE OR GRANULAR FILL. 9. NOTCHES WHERE REQUIRED AT THE EXTREME ENDS OF WOOD BEAMS SHALL 4. GRADE BEAMS AND PILE CAPS SHALL BE POURED OVER UNDISTURBED OR BE LIMITED TO THE TOP EDGE AND SHALL NOT EXCEED Y4" DEPTH OF THE BEAM. TGIF �b Ivie� � COMPACTED NATIVE SOIL AND/OR GRANULAR FILL (IF REQUIRED). 10. PROVIDE A MINIMUM Y2" AIR SPACE BETWEEN WOOD AND CONCRETE OR �A'� o �o MASONRY. OTHERWISE, PROTECT OR TREAT WOOD IN CONTACT WITH CONCRETE OR 5. COMPACTED GRANULAR FILL SHALL CONSIST OF BROKEN OR CRUSHED STONE, MASONRY. � � OR BANK OR CRUSHED GRAVEL AND SHALL CONSIST OF SOUND, TOUGH, DURABLE PARTICLES FREE FROM SOFT, THIN, ELONGATED OR LAMINATED PIECES AND FREE 11. THE DRILLING OF HOLES SHOULD BE THROUGH HORIZONTAL MEMBERS TO Do o OF MUD, DIRT, VEGETATIVE OR OTHER DELETERIOUS SUBSTANCES GRADED AS FACILITATE THE INSTALLATION OF PIPING OR CONDUIT WILL ONLY PERMITTED WITH FOLLOWS: THE FOLLOWING LIMITATIONS: �. SQUARE MESH SIZE PERCENT PASSING BY WEIGHT: THE DIAMETER OF SUCH HOLES SHALL NOT BE MORE THAN Y2" GREATER THAN PASS 3 Y2" 100 THE OUTSIDE DIAMETER OF THE PIPE OR CONDUIT. UNDER NO CIRCUMSTANCES PASS 1 Y2„ 55-100 SHALL THE HOLD DIAMETER EXCEED 1 Y2" OR Xo THE BEAM DEPTH, WHICHEVER IS PASS -Y4" 40-65 SMALLER. PASS 4" 25-60 ALL DRILLING OF HOLES SHOULD BE THROUGH THE NEUTRAL AXIS OR Status: PASS #10 15-45 CENTERLINE OF BEAM WHERE POSSIBLE. DRILLED HOLES SHALL BE LIMITED TO PASS #40 5-25 THE MIDDLE THIRD OF THE SPAN AND THE MIDDLE THIRD OF THE DEPTH. ISSUED FOR BUILDING PERMIT PASS #200 0-5 THE NUMBER OF FIELD ADDED HOLES (NOT INCLUDING HOLES RELATED TO 6. THE COMPACTION EFFORT, WHERE REQUIRED, SHALL BE INSPECTED BY THE THOE MEMIBERS. SHALL NOT EXCEED ONE HOLDER PER EACH 5 FEET LENGTH OF copyright: © 2023 AVGA OWNER'S GEOTECHNICAL ENGINEER. MATERIAL REQUIRING COMPACTION SHALL BE THE SPACING BETWEEN HOLES SHALL BE A MINIMUM OF 8 HOLE DIAMETERS THE COPYRIGHT DRAIXTNGS,SPECIFICATIONS, AND OTHER DOCUMENTS PLACED IN MAXIMUM 8" LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE BASED ON THE LARGER DIAMETER OF ANY ADJACENT HOLE). THE DISTANCE IS PREPARED BY ANDREW V.GIAMBERTONF AND ASSOCIATES,ARCHITECTS,RC COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM 95 % ITS MAXIMUM MEASURED BETWEEN THE NEAREST EDGES OF ADJACENT HOLES. (APG1)FOR THIS PROJECT,ARE INSTRUMENTS of AVGq. THESE DOCUMENTS DENSITY ARESERVICES FOR T HE USE SOLELY RTPH RESPECT TO THIS PROJECT.UNLESS AT OR NEAR OPTIMUM MOISTURE. NO LIFTS SHALL BE PLACED WHEN THE TOP AND BOTTOM EDGES OF JOISTS SHALL NOT BE NOTCHED UNDER OTf3MW7SE PRO�TDED, AN'GA SHALL BE DEEMED THE AUTHOR OF THESE WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE CONTENT OF THE MATERIAL ANDY CIRCUMSTANCES UNLESS A SPECIFIC NOTCH SIZE AND LOCATION IS PROVIDED noaMEN-rs AND SHALL RETAIN AId.cor,ntoNLAW,STATUTORY AND OTHER RFSERVFD RIGHTS THAT THESE DOCUMENTS SHALL, NOT BE USED BY THE , RS, ER PROJECTS FOR ADDITIONS TO THIS CANNOT BE PROPERLY CONTROLLED. OR1TR OR OTHE ON OTH IN WRITING BY THE ENGINEER. rRotecr, OR FOR THE coMPI.ETTON of THIS PxoJECT FOR oTxrxs. . ALL SOIL SURROUNDING AND UNDER NEW AND EXISTING FOUNDATIONS SHALL BE 12. FLITCH BEAMS SHALL BE THRU-BOLTED WITH %" 0 A307 OR A36 BOLTS, ,•. PROTECTED FROM FREEZING AND FROST ACTION THROUGHOUT THE COURSE OF NUTS AND WASHERS, 2 AT EACH END WITH REMAINDER V-6" O.C. STAGGERED TOP CONSTRUCTION. AND BOTTOM. == 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE 13. ALL PLYWOOD ShEATHING SHALL COMPLY WITH APA. PLYWOOD SHALL MEET SHRINKAGE CRACKING. WALL CONTRACTION AND/OR CONSTRUCTION JOINTS SHALL C-D INTERIOR APA, STRUCTURAL I AND II C-D INTERIOR APA OR STRUCTURAL 1 E SPACED A A MAXIMUM DISTANCE OF 40'-0". SLAB CONTRACTION AND/OR AND 22 C-C EXTERIOR APA. tide: CONSTRUCTION JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 15'-0". THE LOCATION AND CONFIGURATION OF PROPOSED JOINTS SHALL BE COORDINATED 14. PLYWOOD SHALL BE GLUE-NAILED TO THE ROOF/FLOOR JOISTS USING AN APA GENERAL NOTES WITH THE ARCHITECT AND THE STRUCTURAL ENGINEER. APPROVED ADHESIVE. 9. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE 15. ENGINEERED LUMBER SHALL BE ONE OF THE FOLLOWING (OR APPROVED SLEEVES, OPENINGS, ANCHOR BOLTS, ETC. AS REQUIRED FOR THE BUILDING EQUAL): STRUCTURE AND FOR THE WORK OF OTHER TRADES BEFORE SETTING FORMS. A. MICROLAM LVL BEAMS BY TRUSJOIST MACMILLAN scale: As Noted COORDINATE ALL REQUIREMENTS WITH THE ARCHITECTURAL AND M/E/P/S B. TJI/PRO WOOD "I" JOIST BY TRUSJOIST MACMILLAN DRAWINGS. C. PARALAM PSL BY TRUSJOIST MACMILLAN E INSTALLATION OF EACH ITEM SHALL BE IN STRICT ACCORDANCE WITH drawn: C.A.C. MANUFACTURER'S SPECIFICATIONS. MATCHLINE "B" MATCHLINE "B" ` d C. x x F1.5 F1.5 3 1�14"x9Y4" LVL CANT. � f , - - - - - Z - -_ 5 - - - - - - - -I � IF- 1 � � Xo N 24"x24"x1'-O" I 0 O- \�/ N THICKENED FOOTING L -,- N N .- - - --�-- A N D R E W V. W/ 4-#5 EA. WAY ® 0 F- 8" FDN. WALL W/ #5 I v x IN a '� GIAMBERTONE -I N STRUCTURAL RIDGE N N N N @12" HORIZ. & VERT. I 4 CONIC. SLAB W/ o I I EA. FACE I 6x6/W4.OxW4.0 W.W.M. [-2,JO„] I a, �, 3 1 4'x1 1 r�' LVL v N m Lq Qf o v & ASSOCIATES I I I I oN I I I '- L - - - - - - - - - - - - - - - - - I X_ - - - _ _ _ _ ® � - _ �' _ - _ _ _ * ARCHITECTS o � F1.5 I I QN12" CONIC. PIER W/ 62 Elm Street 4-#5 VERT. REINF. & # I rn N N rn TIES 012" O.C. VERT. (IYP.) I X X I Huntington, NY 11743 T/PIER SHALL BE 0'-6" r' N N ABOVE TCP OF GRADE F1.5 F1.5 3 1�1'4"x9Y4" LVL (CANT.) Telephone: 631.367.0050 44 ��-�- - ---------- ® Z - -- - 44 Fax: 631.367.6636 - - - - - - - - - - - � - - - �, ® -------- --- ->J , - - -- - - �' X of N 24"x24"x 1'-O" n THICKENED FOOTING \0_1 - - X Giambertone rchitects.com W/ 4-#5 EA. WAY _ N ® I 04 O a: d 8" FDN. WALL W 5 II m / # I 4" CONC. SLAB W/ I N `� STRUCTURAL RIDGE I C i N N N C�12 HORIZ. & VERT. L J I ® 3 1 4 x1 1 LVL r• x X I 6x6/W4.OxW4.0 W.W.M. I a, P0 N N EA. FACE I [-2'-0"] v LL. Of zo I oN I I- - - - - - - - - - - - - - - - - - - -� r , F1.5 g 1'-6"x1'-6"x1'-O" CONC. _ C� a FTG. W/ 4-#5 EA. WAY n TYP. O °' N 0 REILLY* ARA T I°`I ( ) x x ENGINEERING t+') 1000 Park Blvd, Suite 209 F1.5 F1.5 ! (3) 1%4"x9Y4" LVL (CANT.) 6x6 P.T. WOOD POST (TYP.) Massapequa Park, NY 11762 I- Phone: (631) 724-7888 24 x24 x1 -0 I o o N Email: info@reillytarantino.com THICKENED FOOTING X - -- x - ---- - -... ® - ---- W/ 4-#5 EA. WAY - - N N ® �I o a a 8" FDN. WALL W/ #5 ( I 0 X N ®12" HORIZ. & VERT. I 4" CONC. SLAB W/ o I N STRUCTURAL RIDGE N IN N r0 eCt: 6x6/W4.OxW4.0 W.1hr.M. I- -1 I ® (3) 1 4 x11 LVL ® cv N o) P EA. FACE L [-2'-0"] In to Ll X _ The Enclaves L - - - - - - - - - - - - - - - - - - - N F1.5 I i I I a a N N 56655 Route 25 X X N N vol M v Southold, New York F1.5 F1.5 ! (3) 1�41"x9Y4" LVL (CANT.) r I o LJ Lq ofN jab number: 24 x24 x1 -0 N11--i 0 0THICKENED FOOTING X � 16-003 W/ 4-#5 EA. WAY - - N8" FDN. WALL W/ #5I L v ® XN N N STRUCTURAL RIDGE N N@12" HORIZ. & VERT. 4 CONIC. SLAB W/ I I ® 3 1 4 x11 LVL EA. FACE 6x6/W4.OxW4.0 W.W.M. ,- I o, v N N I date: ,o I 1-2 0 ] I j °' ISSUED FOR BUILDING PERMIT 10/12/2023 U LL- I I U_ o TRELLIS BEAMS (SEE ARCH. ISSUED FOR PRICING 1 1/10/2023 c PLAN). ARRANGE BEAMS SO ONE ISSUED FOR COORDINATION 12/15/2023 I N BEAM ALIGNS WITH POSTS BELOW r N @ ISSUED FOR BUILDING PERMIT 01/10/2024 --- tl, - - L�9 --- - -- ----- -- - --- --- - - -= = _ =- - ---- - - L�9 ISSUED FOR BID 02/07/2024 F1.5 ISSUED FOR BUILDING PERMIT 03/22/2024 6'-8Y4„ 6,-8 4., UX Y O 1 PARTIAL FOUNDATION PLAN 2 PARTIAL ROOF FRAMING PLAN S-100 SCALE: "1 8 = 1' "-0 Z S-1001/8" / SCALE: = 1'-0" NOTES NOTES: 1. 0-0" DATUM = (+32.0'). 1. T/WALL EL. = 12'-9%'. Q O 2. SEE PLAN FOR T/ SLAB ELEVATIONS. 3. TOP OF FDN. WALL EL. & TOP OF PLANK EL. IS 0'-0". 4. SLAB CONSTRUCTION SHALL BE 4" SLAB ON GRADE W/ 6x6-W.4.OxW,4.0 WWF. ON 6" CRUSHED GRAVEL FILL (TYP.) 5. BOTTOM OF FOOTING SHALL BE INDICATED THUS [...] ON PLAN. WHERE FOOTING ELEVATION IS NOT NOTED, FOOTING SHALL BE 3'-0" BELOW FINISHED GRADE. 6. REFER TO FOOTING SCHEDULE ON THIS SHEET FOR FOOTING SIZE AND STEEL REINFORCEMENT. 7. FOUNDATION WALL SHALL BE REINFORCED W/ #5 012" O.C. E.F. E.W. 8. TOP OF FOUNDATION WALL ELEVATIONIS DENOTED BY [...]. 9. PIERS SHALL BE 24"x24" U.N.O. SEE TYPICAL PIER DETAIL ON FO-500 FOR MORE INFORMATION. status: 10. BOTTOM OF HAUNCH SHALL BE 10" BELOW TOP OF SLAB ELEVATION. 11. SLAB ON GRADE SHALL BE INSTALLED OVER COMPACTED SOIL TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY PER THE GEOTECHNICAL REPORT. IF EXCAVATED ISSUED FOR BUILDING PERMIT SOILS ARE UNSUITABLE, REPLACE WITH ENGINEERED FILL. 12. SEE FO-300 FOR TYPICAL FOUNDATION DETAILS. copyright: (0 2023 AVGA 13. SEE FO-500 FOR UNDERPINNING DETAILS. 14. CONTRACTOR TO ENSURE FOOTINGS ARE PLACED ON 2 TSF SOIL AS CONFIRMED BY TESTING COMPANY. THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUN4ENTS 15. CONTRACTOR SHALL COORDINATE THIS DRAWING WITH EXISTING CONDITIONS. PREPARED BY ANDREW V.GIAMBERTONEANDASSOCIATES,ARCHITECTS,P.C. 16. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES. COORDINATE WITH MEP AND CIVIL DRAWINGS. �NVGA)FOR THIS PROJECT,ARF INSTRn,fENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR THE USE SOLELY VITH RESPECT TO THIS PROJECT.UNIT SS 17. CONTRACTOR SHALL REVIEW INFORMATION PROVIDED IN GEOTECHNICAL REPORT. DO NOT EXCAVATE BELOW LEVEL OF ADJACENT FOOTINGS WITHOUT THE WRITTEN OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR of THESE PERMISSION OF THE ENGINEER OF RECORD. DOCUMENTS AND SHALL RETAIN ALI,COMMONLAW,STATUTORY AND OTHER 18. CONTRACTOR SHALL COORDINATE ALL SLEEVE PENETRATIONS IN FOUNDATION WALL AND CONCRETE SLAB WITH MEP AND CIVIL DRAWINGS. LOCATIONS SHOWN ON THIS O S7rRE ORI RIGHTS THAT ON OTHERUPRo CTS'�FORNADDTIONDTO THIS PLAN ARE APPROXIMATE. PROJECT, OR FOR THE C07MLETION OF THIS PROJECT FOR OTHERS. WALL LEGEND FOOTING SCHEDULE n:::,a3.:. .r :;_ --.2z"21 CCO;I :... MASONRY WALL BELOW C- SIZE REINFORCEMENT----� MARK DEPTH REMARKS L______-_J MASONRY WALL ABOVE (WxL) LONG DIR. SHORT DIR. MASONRY WALL (CONTINUOUS) F1 .5 CONT. 1 '-6"xCONT. 1 '-0" 3-#5 #5@12" O.C. 3" BOTT. COVER title: PARTIAL FOUNDATION -� COLD-FORMED STEEL WALL BELOW F2.0 CONT. 2'-0"xCONT. 1 '-0" 3-#5 #5@ 12" O.C. 3" BOTT. COVER BRICK SHELF/INTERIOR PLANK SHELF/BEAM F3.0 CONT. 3'-0"xCONT. 1 '-0" 4- 5 5@12" O.C. 3" BOTT. COVER & FRAMING PLANS BEARING SHELF & DROPPED FDN. WALL # # F4.0 41-0"x4'-0" 1 '-0" 6-#5 6-#5 3" BOTT. COVER scale: As Noted F5.0 5'-0"x5'-0" 1 '-0" 8-#6 "8- 6 3 BOTT. COVER # drawn: C.A.C. 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 F8.0 8'-0%8'-0" 2'-0" 14-#6 14-#6 3" BOTT. COVERS - 100 F9.0 9'-0"x9'-0" 2'-0" 20-#6 20-#6 3" BOTT. COVER .%, WOOD STUD WALL FINISH FACADE (SEE ARCH. DWGS) Y" FULL DEPTH EXPANSION JOINT (CONT.) .'p f•� 4.a. rYif�� .. _-�--- GRADE - -- - -- --_- -_� ANDREW V. ALTERNATE SEE MINIMUM CONCRETE 1'_0» FOTHER BAR EERY P.T. WOOD BEAM GIAMBERTONE COVER TABLE ON S-001 ° I ° (SEE PLAN) i ° ° • ° �- - &CONC. FND. WALL (SEE PLAN a ° ° ° ° a , , ASSOCIATES FOR SIZE & REINF.) ° +, SIMPSON EPC6Z 1 + Y3 SLAB T TO W.W.F POST CAP I * ARCHITECTS (2 MAX.) SPLICE , a X X-1X X XX xX X X X ° 6x6 WOOD PILE � � 62 Elm Street 1. SLAB 't' Huntington NY 11743 ° -- O 2. W.W.F. B/FOOTING EL = SEE PLAN - �- r�F-- _ „`'h-': %y-h;kr ,a`r - t' 3. BASE o ° I i I� j Telephone: 631.367.0050 _ r, BAST III �C7 SG I�UL (t��02 .�(I)) 4. VAPOR RETARDER (PER INTERNATIONAL RESIDENTIAL CODE 2015) SEE FOOTING Fax: 631.367.6636 5. SUB-BASE SCHEDULE Z `N NUMBER OF - JOINT DESCRIPTION NAIL SPACING I COMMON NAILS - - - - - - - i ;,��" GiambertoneArchitects.com R O O F F RA M I N G (SOIL) ROCK 6. SUBGRADE 1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d TOE NAIL CORNER DETAILS- REINFORCED TYPICAL FOUNDATION WALL DETAIL 2 TYPICAL DETAIL - SLAB ON GRADE 3 CONCRETE WALLS & GRADE BEAM 4 BEAM CONNECTION DETAIL_ AT BEAM END 2. CEILING JOIST TO TOP PLATE 3-8d PER JOIST, TOE NAILS- SCALE: N.T.S. S-500 SCALE: N.T.S. S-500 SCALE: N.T.S. S-500 SCALE: N.T.S. NOTES: 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS 3-16d FACE NAIL 1. SLAB THICKNESS SEE PLAN UNLESS OTHERWISE NOTED ON PLANS. OVER PARTITIONS [SEE SECTIONS R802.3.1 R802.3.2 AND 2. W.W.F. REINFORCEMENT: SEE PLAN " TABLE R802.5.1(9)] 3. BASE =3" LAYER OF PROCESSED AGGREGATE, SIZE NO. 10 PER ASTM D448. (SAND OF UNIFORM PARTICLE SIZE OR CONCRETE FINE AGGREGATE 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER PER TABLE FACE NAIL (HEEL JOINT) [SEE SECTIONS R802.3.1 R802.3.2 AND R802.5.1(9) IS NOT ACCEPTABLE). TABLE JOINT) .1(9)] 4. VAPOR RETARDER (VAPOR "BARRIER"): 10 MILS THICK POLYETHYLENE. REILLY+TARANTINO 5. SLAB BASE: 4" LAYER OVER SOIL, OVER ROCK SUBGRADE, COMPACTABLE ENGINEERING5. COLLAR TIE TO RAFTER 3-10d FACE NAIL GRANULAR FILL. COVER ROUGH FILL WITH Y2" OF BASE AGGREGATE AND EACH RAFTER COMPACT IT ONTO SUBBASE. 1000 Park Blvd Suite 209 6. RAFTER OR ROOF TRUSS TO PLATE 2 TOE NAILS ON ONE 6. SUBGRADE: COMPACTED FILL, BACKFILL OR UNDISTURBED SOIL, OR 3-10d SIDE AND 1 TOE NAIL LEVELED ROCK SURFACE. ON OPPOSITE SIDE OF ON Park, NY 11762 EACH RAFTER/TRUSS Phone: (631) 724-7888 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS; OR 3-10d TOE NAIL Email: info@reillytarandno.com ROOF RAFTER TO 2-INCH RIDGE BEAM 2-16d END NAIL W A L L F R A M I N G project: 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 16d 24" O.C. FACE NAIL 9. STUD TO STUD AND ABUTTING STUDS AT INTERESTING 16d 16" O.C. FACE NAIL TheEnclaves WALL CORNERS (AT BRACED WALL PANELS) 10. BUILT-UP HEADER 2" TO 2" HEADER WITH Y2" SPACER - ------------------------------------ ( ) 16d 16 O.C. EACH EDGE -- - -----_- ---- _ _ FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-8d TOE NAIL _ - 12. TOP PLATE TO TOP PLATE 16d 16" O.C. FACE NAIL I FACE NAIL ON EACH P.T. WOOD BEAM i I I SIDE OF END JOINT (SEE PLAN) 56655 Route 25 13. TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d (MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF END JOINT) Southold, New York SIMPSON PC6Z I I I i I 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 16d 16" O.C. FACE NAIL POST CAP I sXs PSL POST BLOCKING (NOT AT BRACED WALL PANELS) Ii ! I' I I I PROPOSED STL. BM. III ! I I I 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 2-16d (2) EACH 16" O.C. I I I I; (SEE PLAN) ob number: j BLOCKING (AT BRACED WALL PANELS) PROPOSED SLAB FACE NAIL �I I I I ON GRADE r I -_ _ PACK OUT WEB AS 2 16. TOP OR BOTTOM PLATE TO STUD 4-8d TOE NAIL 6x6 WOOD PILE i I I _ I . ' - 16-oOJ 2-16d END NAIL i I I L k, ill , _ _ _- REQUIRED 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d FACE NAIL I I i I _ date: 18. 1" BRACE TO EACH STUD AND PLATE 2-8d FACE NAIL - --- --f---- �� SIMPSON LUS212-2 ISSUED FOR BUILDING PERMIT 10/12/2023 19. 1 x6 SHEATHING TO EACH BEARING 2-8d FACE NAIL I I JOIST HANGER EACH ISSUED FOR PRICING 11 10 2023 20. 1"X8" AND WIDER SHEATHING TO EACH BEARING 3-8d FACE NAIL I � P STIBASEN RPBZ JOIST / / I i EXIST. FLOOR JOIST TO ISSUED FOR COORDINATION 12/15/2023 F L O O R F R A M I N G l REMAIN ISSUED FOR BUILDING PERMIT 01/10/2024 21. JOIST TO SILL, TOP PLATE OR GIRDER 3-8d TOE NAIL I PLAN VIEW -TOP ISOMETRIC VIEW ISSUED FOR BID 02/07/2024 22. RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP 8d 6" O.C. TOE NAIL ISSUED FOR BUILDING PERMIT 03/22/2024 PLATE OR OTHER FRAMING BELOW 23. 1"X6" SUBFLOOR OR LESS TO EACH JOIST 2-8d FACE NAIL WOOD JOIST-STEEL BEAM CONNECTION 24. 2" SUBFLOOR TO JOIST OR GRIDER 2-16d BLIND AND FACE NAIL 5 BEAM CONNECTION DETAIL AT CONTINUOUS BEAM 6 POST BASE DETAIL 7 DETAIL S-500 S-500 25. 2" PLANKS (PLANK AND BEAM -FLOOR AND ROOF) 2-16d EACH BEARING, S-500 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. FACE NAIL 26. BAND OR RIM JOIST TO JOIST 3-16d END NAIL 20d NAIL EACH LAYER AS FOLLOWS: 32" O.C. 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS AT TOP AND BOTTOM 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 RAFTER, FACE NAIL 4 29. BRIDGING TO JOIST 2-1Od EACH END, TOE NAIL SIMPSON CS20 CONNECTOR OR (2) H2A ® ROOF SIMPSON CS20 CONNECTOR EDGES INTERMEDIATE OR (2) H2A @ ROOF _ (INCH.) SUPPORTS 0 - 2 6d (SUBFLOOR, WALL), 8d (ROOF) 6 12 2" x 4" CRIPPLE TRIPLE STUD C�3 31. 1%2"- 1" 8d 6 12 STUDS ® 16 O.C. (2) 16d COMMON NAILS 32. 1Y8"- 14" 10d 6 12 ® 6" O.C. FOR FULL O TH ER EXTERIOR WALL SHEATHING SIMPSON CS16 CONNECTOR HEIGHT OF STUD status: 33. Y2" STRUCTURAL CELLULOSIC 1Y2" GALVANIZED ROOFING NAIL (20) SDS Y4"0 x 2Y" FIBERBOARD SHEATHING 3 6 DOUBLE TOP PLATE SCREWS ISSUED FOR BUILDING PERMIT 34. 2%2" STRUCTURAL CELLULOSIC 1%" GALVANIZED ROOFING NAIL 3 6 HDU8-SDS2.5 HOEDOWN � ANCHOR BOLT FIBERBOARD SHEATHING " copyright: © 2023 AVGA FIBERB V35. Y2 GYPSUM SHEATHING 1X2 GALVANIZED ROOFING NAIL 7 7 (EMBED 24" MIN) THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS 4'-O" PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. 36. Y2" GYPSUM SHEATHING 11%" GALVANIZED ROOFING NAIL 7 7 SIMPSON CS20 CONNECTOR MAX. e " '4'-0 TO 12 -0 " (.AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITI I RESPECT TO THIS PROJECT.UNLESS OTHERMSE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE WOOD STRUCTURAL PANELS, COMBINATION DOCUMENTS AND SHAII,RETAIN All.COMNIONI.AW,STATUTORY AND OTHER n RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE JEC oor RRECHFoC FOR PDIOTRSUBFLOOR UNDERLAYMENT TO FRAMING POT, OR THOMPIFTIONo PROJECTS PROJECT FOR TO THIS SIMPSON CS20 CONNECTOR 37. 3/4" AND LESS 8d 6 12 WRAPPED AROUND BOTTOM „ " PLATE SIMPSON CS16 CONNECTOR -3 a 38. /$ - 1 8d 6 12 WRAPPED AROUND BOTTOM PLATE 39. %"-1,4" 1 Od 6 12 *SEE TABLE R602.3(1) IN IRC FOR ALTERNATE FASTENING REQUIREMENTS. 1 title: 1� c�U I �I=t�I1�1Tso1a J�Iooz� STf�UGTUI� J._. o a v TYPICAL DETAILS f=AN1=-L PNALL SlleAN7 -f I NCG USE-EL, To R-1ES 1ST _1 J ZI d � 4 (PER INTERNATIONAL RESIDENTIAL CODE 2015) ULTIMATE DESIGN PANEL NAIL scale: As Noted MINIMUM COMMON NAIL MINIMUM WOOD MINIMUM MAXIMUM SPACING WIND SPEED (mph) STRUCTURAL NOMINAL PANEL WALL STUD WIND EXPOSURE g HEADER TIE-DOWN DETAIL g FIRST FLOOR SHEAR WALL HOLD DOWN drawn: C.A.C. PANEL SPAN THICKNESS(in) SPACING(in) S-500 SCALE: N.T.S. -500 SCALE: N.T.S. SIZE PENETRATION(in) RATING EDGES FIELD CATEGORY ("O.C.) ("O.C.) B C D 6d 1.5 24/0 16 6 12 140 115 110 8d 1.75 24/16 746 16 6 12 170 140 135 24 1 6 1 12 140 115 110 S - 500 1 1 d**l 1.5 24/0 16 6 12 140 1 1 55 110 **FASTENERS FOR ZIP SYSTEM. LIGHTING SYSTEMS COMMISSIONING NOTES: LIGHTING CONTROL SCHEDULE COOPER LIGHTING - WAVELINX WIRED CONTROL PANEL, DEVICES AND ACCESSORIES ARE BASE OF DESIGN a ° a FOR LIGHTING CONTROL, UNLESS OTHERWISE NOTED. CONSULT VENDOR FOR DETAILS. e a a a I p P A ' FUNCTIONAL TESTING: _ Symbol Model Number Description ° IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 NEW YORK STATE ENERGY CONSERVATION _ FDW2- L EI CODE SECTION C408.3, PRIOR TO PASSING FINAL INSPECTION, THE REGISTERED DESIGN ****Custom Panel information per model**** ° - - PROFESSIONAL SHALL PROVIDE EVIDENCE THAT THE LIGHTING CONTROL SYSTEMS HAVE BEEN - I l /L-�Y, I DAC • a•. DAC TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, FDW-4TSB-W iLumin+ Wallstation, 4 Small Buttons, White Finish, COTTAGE #1 PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION FDW4 Control Bus Loop Connection, Custom Engraved Buttons Available ____ 151 X ---------- DOCUMENTS AND MANUFACTURER'S INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN O TUB s ACCORDANCE WITH SECTIONS C408.3.1.1 THROUGH C408.3.1.3 FOR THE APPLICABLE CONTROL It FDW-4TSB-RL-W iLumin+ Wallstation, 4 Small Buttons, Raise/Lower, White Finish, Qa . � sP FDW4-RL Control Bus Loop Connection, Custom Engraved Buttons Available DAC TYPE. 1 I , ° 1 O GO �ATH #1 OCCUPANT SENSOR CONTROLS: ® GMDS Greengate Momentary Decorator Switch N 151a GMDS • ° WHERE OCCUPANT SENSOR CONTROLS ARE PROVIDED, THE FOLLOWING PROCEDURES SHALL BE FDW-2TLB-RL-W iLumin+ Wallstation, 2 Large Buttons, Raise/Lower, White Finish, 7 77 w_ v `777)-� -.�- PERFORMED: FDW2-RL Control Bus Loop Connection, Custom Engraved Buttons Available 1. CERTIFY THAT THE OCCUPANT SENSOR HAS BEEN LOCATED AND AIMED IN ACCORDANCE WITH 0iLumin+ - -� ANDREW Ve THE MANUFACTURER RECOMMENDATIONS FDW-ITLB-W Contr l Wallstation, 1 Large Button, White Finish, FDW1 Control Bus Loop Connection, Custom Engraved Buttons Available GIAMBERTONE I ' 2. FOR PROJECTS WITH SEVEN OR FEWER OCCUPANT SENSORS, EACH SENSOR SHALL BE TESTED. 19 iLumin+ Wallstation, 1 Large Button, Raise/Lower, White Finish, FDW-ITL6-RL-W Control Bus Loop Connection, Custom Engraved Buttons Available = a ° ° • ° ° a a a a • - - & ASSOCIATES 3. FOR PROJECTS WITH MORE THAN SEVEN OCCUPANT SENSORS, TESTING SHALL BE DONE FOR FDVV1-RL EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE GEOMETRY. WHERE MULTIPLES OF Digital to Analog Converter, Controls any Standard 0-10V Dimmable a EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE GEOMETRY ARE PROVIDED, NOT D FLT-DAC-DALI-DC2 Fixture using Control Bus Signal. 4.5A Max Load. ' S KS LESS THAN 10 PERCENT AND IN NO CASES FEWER THAN ONE OF EACH COMBINATION SHALL l-7, a r� Q FDW2- * ARCHITECTS FLT-SP-MV-DC2 Control Bus Power Pack, Provides Power to Low Voltage Sensors, L _ _ _ J j BE TESTED UNLESS OTHERWISE NOTED. WHERE 30 PERCE14T OR MORE OF THE TESTED FLT-SP Supports up to 5 Greengate Occupancy/Vacancy Sensors j e CONTROLS FAIL, ALL REMAINING IDENTICAL COMBINATIONS SHALL BE TESTED. COTTAGE #2 THE FOLLOWING: SP20-RD4 120/277V Switchpack ' � X 152 VERIFYO 62 Elm Street sP _ ------------�.� 1 O Huntington, NY 11743 3.1 WHERE OCCUPANT SENSOR CONTROLS INCLUDE STATUS INDICATORS, VERIFY ONW-D-1001-MV-W wall Mount, Dual Technology Occupancy Sensor - SP CORRECT OPERATION. °NW - e O Go �E NTH # Telephone: 631.367.0050 3.2 THE CONTROLLED LIGHTS TURN OFF OR DOWN TO THE PERMITTED LEVEL19 152a WITHIN THE REQUIRED TIME. v"w VNW-D-1001-MV-W wall Mount, Dual Technology Vacancy Sensor Fax: 631.367.6636 3.3 FOR AUTO-ON OCCUPANT SENSOR CONTROLS, THE LIGHTS TURN ON TO THE o - L PERMITTED LEVEL WHEN THE OCCUPANT ENTERS THE SPACE. DT OAC-DT-1000 Ceiling Mount, Dual Tech Occupancy Sensor. 1000 sq. ft. Range GiambertoneArcEteets.eom 3.4 FOR MANUAL-ON OCCUPANT SENSOR CONTROLS, THE LIGHTS TURN ON ONLY ESRN UL924 Emergency Lighting Automatic Load Control Relay, 20 Amp SPST, WHEN MANUALLY ACTIVATED. Universal120-277 vac, 0-10 Vdc Dimmer override, Dry Contact Fire Alarm 3.5 THE LIGHTS ARE NOT INCORRECTLY TURNED ON BY MOVEMENT IN ADJACENT LINE VOLTAGE 20A-240VAC HOSPITALITY KEY CARD SWITCH. " AREAS OR BY HVAC OPERATION. SMK 'MK'DENOTES MASTER SWITCH TO ENABLE AND DISABLE OPERATION OF ALL LIGHTS AND ° ° ° I a a a a • ° a ° a • a a " ° ' a ° TIME-SWITCH CONTROLS SWITCH RECEPTACLES WITHIN HOTEL GUEST ROOM • I I E M FREEMAN ENGINEERING,PLLC WHERE TIME-SWITCH CONTROLS ARE PROVIDED OS THE FOLLOWING PROCEDURES SHALL BE I I 3555 Veterans Memorial H PERFORMED: I i _ DAC a FDW2- L p y Hwy INTERIOR 1..1 CGHTI NG F I XTURE SCHEDULE 3 4 L _ _ _ J 1 Suite Q +;� Ronkonkoma,NY 11779 1. CONFIRM THAT THE TIME-SWITCH CONTROL IS PROGRAMMED WITH ACCURATE WEEKDAY, • a . DAC COTTAGE #3 :, WEEKEND AND HOLIDAY SCHEDULES. 1=1XT. MI=G. GAT. NO. TYPE FIXTURE LUMENS LUMEN/WATT REMARKS I l53 �,w W: 631-648-0577 TYPE WATT X p p bs,NEEa``' 2. PROVIDE DOCUMENTATION TO THE OWNER OF TIME-SWITCH CONTROLS PROGRAMMING GEILIN6 MOUNTED DOWNLI6HT LED 15 _ _ P �____________� °"` O freemaneng@optonline.net V15ual Comfort 4 Co - ENCL35-L-L15 p3 INCLUDING WEEKDAY, WEEKEND, HOLIDAY SCHEDULES, AND SET-UP AND PREFERENCE GEILIN6 MOUNTED FIXTURE _ • ° !__ qP PROGRAM SETTINGS. - LED 17 WALL MOUNTED SCONCE _ _ O GOT •ATH # 3. VERIFY THE CORRECT DATE AND TIME IN THE TIME-SWITCH. - L� 12 1 153a project: NW O GEILIN6 MOUNTED DOWNLI6HT LED 15 - - • 1 ' 0' 4. VERIFY THAT ANY BATTERY BACK-UP IS INSTALLED AND ENERGIZED. - __ EXIT LIGHT _ �-- 5. VERIFY THAT THE OVERRIDE TIME LIMIT IS SET TO NOT MORE THAN 2 HOURS. ® COOPER L16HTIN6 -SURE-LITE 5GX7o6 LED 3 - The Enclaves NOT USED 6. SIMULATE OCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: O I I ii 6.1 ALL LIGHTS CAN BE TURNED ON AND OFF BY THEIR RESPECTIVE AREA CONTROL O LOCATIONS, FINISH COLOR, DIRECTIONAL ARROWS AND MOUNTING AS DECIDED BY ARCHITECT. SWITCH. ANY • a • ° ��'�a I • a . • a . • a . a e . • a . • a . a . a e e e SHALL ADHERE TO THE NYS O THE WATTS SUBSTITUTION ER SQUAREIXFOOTSREQU REQUIREMENTS AND REQUIRED ELIGHTYLEVCONSERVATION EACHCODE AFFECTED a � P I p A o o p 56655 Route 25 6.2 THE SWITCH ONLY OPERATES LIGHTING IN THE ENCLOSED SPACE IN WHICH THE AREA. A PHOTOMETRIC CALCULATION SHALL BE CREATED FOR EACH FIXTURE SUBSTITUTED AND J SWITCH IS LOCATED. EACH AREA AFFECTED BY THE SUBSTITUTION. P •A � � 1 Southold, New York 7. SIMULATE UNOCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: L FDW2- L o DAC PROVIDE ALL MOUNTING HARDWARE FOR ALL FIXTURES FOR A COMPLETE ASSEMBLY OF EACH 1 7.1 NONEXEMPT LIGHTING TURNS OFF ® TYPE OF FIXTURE. • , - -- V COTTAGE #4 7.2 MANUAL OVERRIDE SWITCH ALLOWS ONLY THE LIGHTS IN THE ENCLOSED SPACE 154 job number: WHERE THE OVERRIDE SWITCH IS LOCATED TO TURN ON OR REMAIN ON UNTIL p A `------------� --- ,DAC O O i� ° 16-003 7100 EXTERIOR L 1 CGHTI NG FIXTURE SCHEDULE � ° / THE NEXT SCHEDULED SHUTOFF OCCURS. i SP Symbol ay Label LLF MAKE AND MODEL ° � CO �EIATH #4, date. DAYLIGHT RESPONSIVE CONTROLS. {] b MH PATH L16HT OAOO UNIQUE L16HTIN6 5Y5TEM PROTON AREA LIGHT p A N 154a WHERE DAYLIGHT RESPONSIVE CONTROLS ARE PROVIDED, THE FOLLOWING SHALL BE VERIFIED: I 03.22.24 RE-ISSUED FOR BUILDING PERMIT ; �.. 1. CONTROL DEVICES HAVE BEEN PROPERLY LOCATED, FIELD CALIBRATED AND SET FOR 1O COORDINATE WITH LIGHTING VENDOR/SITE ENGINEER FOR FINAL FIXTURE MODELS ' ° • ° ° ° a � a e e ° ' ACCURATE SETPOINTS AND THRESHOLD LIGHT LEVELS. •A, •A 2. DAYLIGHT CONTROLLED LIGHTING LOADS ADJUST TO LIGHT LEVEL SETPOINTS IN RESPONSE TO 2 �Cottages - First Floor Plan AVAILABLE DAYLIGHT. ��E 1 .0 SCALE: 1/8"= V-0" 3. THE CALIBRATION ADJUSTMENT EQUIPMENT IS LOCATED FOR READY ACCESS ONLY BY AUTHORIZED PERSONNEL. 1 Cottages - Partial Site Plan DOCUMENTS REQUIRED TO BE PROVIDED: E1 .0 SCALE: 1/8"= 1'-O" X LIGHTING CONTROL KEY NOTESALL DOCUMENTS DESCRIBED IN THIS SECTION SHALL BE PROVIDED TO THE BUILDING OWNER OR O OWNER'S AUTHORIZED AGENT WITHIN 90 DAYS OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION CONSTRUCTION DOCUMENTS SHALL INCLUDE THE LOCATION AND CATALOGUE NUMBER OF EACH EXTERIOR LIGHTING CONTROL SHEET NOTES SLEEPING UNITS (ie: GUEST ROOMS) PERMENTALLY INSTALLED C405.2.4(2) LUMINAIRES AND SWITCHED RECEPTACLES. (Exception) PIECE OF EQUIPMENT. 1. EXTERIOR LIGHTING SHALL BE TIME CLOCK CONTROLLED AS PER NYS ECC C405.2.4 AND BE MANUAL LOCAL CONTROL OF ALL LIGHTS AND SWITCHED ( p CONTROLLED BY PHOTOCELL TO REDUCE LIGHTING BY NO LESS THAN 30% FROM MIDNIGHT O RECEPTACLES. MASTER CONTROL (ENABLE AND DISABLE POWER TO MANUALS: TO NO EARLIER THAN 6AM AS PER C405.2.6.3. ALL GUEST ROOM LIGHTS AND SWITCHED RECEPTACLES) BY AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED AND INCLUDE THE HOSPITALITY KEYCARD SWITCH; BRANCH CIRCUIT POWER AUTO OFF FOLLOWING: AFTER 30 SECONDS DELAY FROM REMOVAL OF KEYCARD. 1. NAME AND ADDRESS OF NOT LESS THAN ONE SERVICE AGENCY FOR INSTALLED EQUIPMENT. 2. A NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE, INCLUDING RECOMMENDED SETPOINTS. 3. SUBMITTAL DATA INDICATING ALL SELECTED OPTIONS FOR EACH PIECE OF LIGHTING of�W r EQUIPMENT AND LIGHTING CONTROLS. AND MAINTENANCE MANUALS FOR EACH PIECE OF LIGHTING EQUIPMENT. 4. OPERATION REQUIRED ROUTINE MAINTENANCE ACTIONS, CLEANING AND RECOMMENDED RELAMPING SHALL BE CLEARLY IDENTIFIED. �o A- 5. A SCHEDULE FOR INSPECTING AND RECALIBRATING ALL LIGHTING CONTROLS. ®� ®� _ _ ° SS'°�P5/�9/a REPORT: ® status: A REPORT OF TEST RESULTS SHALL BE PROVIDED AND INCLUDE THE FOLLOWING: 1. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. � y:� "�' Issued for BuMin Permit 2. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING DETAILS OF CORRECTIVE _ copyright: 0 2023 AVGA MEASURES USED OR PROPOSED. THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAAIBFRTONE AND ASSOCIAT'I S,ARCHITECTS,P C. - (AVGA)FOR THIS PROJECT,ARF.INSTRUMENTS OF AVGA. THESE DOCUMENTS - ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO TIBS PROJECT.UNLESS OTHER)XISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE ® DOCUMENTS AND SHALL RI?TAIN ALLCONIMONI AW,STATUTORY ANDOTHER - RESERVED RIGHTS THAT'THESE DOCUMENTS SHALT, 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: \r'ednesdac,11ec 29,2024-1 l:36am By: kspear m File: J:\7100\Dra\�ing files\'I'IIl?t?NC:I,AVI?S-C(71"1'AGI?S\7100 EN1.O.d\ag title: Key Plan Cottages - Code SCALE:N.T.S. Compliance Sheet 1 scale: As Noted DRAWING NO. TITLE drawn: KD PROFESSIONA S STATEMENT EN-1.0 COTTAGES - CODE COMPLIANCE SHEET 1 EN-1.1 COTTAGES - CODE COMPLIANCE SHEET 2 "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMENT, EN-1.2 COTTAGES - CODE COMPLIANCE SHEET 3 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 EN-1.3 COTTAGES - CODE COMPLIANCE SHEET 4 ENERGY CONSERVATION CODE OF NEW YORK STATE BY APPLICATION OF N1 • 0 REQUIREMENTS OF SECTION C402, C403, C404, C405, C406 AND THE REQUIREMENTS OF SECTION C408" COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb J rp8 Interior Lighting Compliance Certificate ry, Exterior Lighting Compliance Certificate Inspection Checklist Energy Code: 2020 New York State Energy Conservation Construction Code Requirements: 100.0% were addressed directly in the COMcheck software A N D R E VV V.Project Information Project information Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. Far each 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 Energy Code: 2020 New York State Energy Conservation Construction Code is being claimed..Where compliance is itemized In a separate table,a reference to that table is provided. GIAMBE'1)\."JvLONE Project Title: 7100-ENCLAVES COTTAGES Project Title: 7100- ENCLAVES COTTAGES Project Type: New Construction Project Type: New Construction Section Exterior Lighting Zone 2 (Residential mixed use area (LZ2)) # Plan Review Complies? Comments/Assumptions t� Construction Site. Owner/Agent• Designer/Contractor: C10303.2 :Plans,specifications,and/or :❑Complies ;Requirement will be met. & ASSOCIATES 56655 ROUTE 25 New York PAUL FREEMAN Construction Site: Owner/Agent: DesignerJContractor: [PR411 ,calculations provide all information ❑poes Nat !with which compliance can be SOUTHOLD,New York 11971 FREEMAN ENGINEERING PLLC 56655 ROUTE 25 New York PAUL FREEMAN ;determined For the interior lighting ;❑Nat Observable 3555 VETERANS MEMORIAL SOUTHOLD,New York 11971 FREEMAN ENGINEERING PLLC Additional Efficiency Package(s) HIGHWAY SUITE M 3555 VETERANS MEMORIAL and electrical systems and equipment ±❑Not Appticable and document where exceptions to * ARCHITECTS RONKONKOMA,New York 11787 HIGHWAY SUITE M 6319813990 RONKONKOMA,New York 11787 ;the standard are claimed, Information FREEMAN ENG @OPTONLINE.NET 6319813990 provided should include interior FREEMAN ENG OPTONLINE,NET lighting d ballawer sts, transformers wattage of; @ ,bulbs and ballasts,transformers and ; Credits: 1.0 Required 1.0 Proposed control devices. 62 Elm Street Reduced Lighting Power, 1.0 credit C103.2 ;Plans,specifications,and/or ;❑Complies Requirement will be met. Allowed in#aria+ Lighting Power Allowed Exterior Lighting Power [PR811 calculations provide all information ;❑Does Not Huntington, NY 11743 A B C D E :with which compliance can be -❑Nat Observable A B C D :determined for the exterior lighting Area Category Floor Area Allowed Allowed Area/Surface Category Quantity Allowed Tradable Allowed Watts ;and electrical systems and equipment ❑Nat Applicable (ft2) Watts J ft2 Watts Watts/ Wattage (B X C) and document where exceptions to Telephone: 631.367.0050 ,the standard are claimed. information 1-COTTAGE AREA{Common Space T es:Guest Room} 2620 0.69 1808 COTTAGE BACKYARD(Landscaping) 9710 ft2 0.04 Yes 3 388 88 !provided should include exterior Fax: 631.367.6636 P yP ;lighting power calculations,wattage of; Total Allowed Watts= 1808 Total Tradable Watts(a)=Total Allowed Watts = 388 :bulbs and ballasts,transformers and :control devices. Proposed Interior Lighting Power Total Allowed Supplemental Watts(b)= 400 A B C D E (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. Additional Comments/Assumptions: GiambertoneArcEtectsxom Fixture ID • Description J Lamp/Wattage Per Lamp J Ballast Lamps/ # of Fixture (C X b) (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable Fixture Fixture Watt, areas/surfaces, 1-COTTAGE AREA (Common Space Types-,Guest Room) Proposed Exterior Lighting Power LED:CEILING MTD FIXTURE:Other: 1 16 17 272 A B C D E LED:CEILING MTD DOWN LIGHT:Other: 1 12 15 180 Fixture ID : Description J Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) LED:CEILING MTD DOWNLiGHT:Other, 1 16 15 240 Fixture Fixture Watt. LED:WALL MTD SCONCE: Other: 1 4 12 48 COTTAGE BACKYARD (La ndsca iinng. 9710 ft2):Tradable Wattage FREEMAN ENGINEERING,PLLC Total Proposed Watts= 740 LED: MH PATH LIGHT:Other: 1 8 26 208 0 E E hi A,,, 1 a ffi 4 efi{ 7 1 {.�. ?ji`- a�� .. x 'a, t� Total Tradable Proposed Watts= 208 " "° 3555 Veterans Memorial Hwy interior Lighting Compliance ,X � ai €. a ° :,K. r M Q y Statement ...___'i—g--_.____.__..._C....omp._..-p- _..-ancee__--,. Ronkonkoma, NY 11779 Ex#aria+ Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, Lighting li Statement W: 631-648-0577 specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been1 v Compliance Statement: The proposed exterior lighting design represented In this document Is consistent with the building plans, 4' /NEE' # designed to meet the 2020 New York State Energy Conservation Construction Code requirements in COMcheck Version i S COMcheckWeb and to comply with an applicable mandatory requirements listed In the Inspection Checklist. specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been y ry designed to meet the 2020 New York State Energy Conservation Construction Code requirements In COMcheck Version freemaneng@optonline.net COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Name-Title Signature Date project: L+ High Impact(Tier 1) 2 Medium Impact{Tier 2) 3 Low Impact (Tier 3) The Enclaves Project Title: 7100-ENCLAVES COTTAGES Report date: 03/25/24 Project Title: 7100-ENCLAVES COTTAGES Report date: 03/25/24 Project Title: 7100-ENCLAVES COTTAGES Report date: 03/25/24 Data filename: Page 1 bf 6 Data filename: Page 2 of 6 Data filename: Page 3 of 6 56655 Route 25 Section Section Section Southold, New York # Rough-In Electrical inspection Complies? Comments/Assumptions # Rough-in Electrical inspection Complies? Comments/Assumptions # Final Inspection Complies? Comments/Assumptions & Re .Ib & Req,ID & Req.1D _7 C405.2.2. ;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 instructions for ;❑Complies ;Requirement will be met. 2 1 reduction controls have a manual ;❑Does Not need continuous lighting. C405.2.3, individual controls that control the :❑Does Not C408.2.5. :systems and equipment to the ❑Does Not job number: [EL22] ;control that allows the occupant to 1, lights Independent of general area 2 building owner or designated reduce the connected lighting load in :❑Not Observable �ONot Observable 3 ;❑Not Observable: ❑Not Applicable C405.2.3. lighting.See code section C405.2.3 (Fi171 representative. a reasonably uniform illumination pp" able 2 'Daylight-responsive controls for ;❑Not Applicable ;❑Not Applicable ; 16-003/7100 !pattern>= 50 percent. [EL23)7 applicable spaces,C405.2.3.1 Daylight' C405.2.1, :Occupancy sensors installed in flComplies :Requirement will be met, responsive control function and C405.4.1 :Interior installed lamp and fixture ;❑Complies :See the tnterfor LtghNng fixture schedule for values. C405.2.1, classrooms/lecture/training rooms, :❑Does Not section C405.2.3.2 Sidelit zone. [FI18I1 ;lighting power is consistent with what ;[]Does Not 1 ;conference/meeting/multi urpose C405.2.4 ;Se Separate lighting control devices for ;❑Com ties ;Re Requirement will be met ;is Shown on the approved lighting 1 P ;❑Not Observable: , P g 9 p q ,plans,demonstrating proposed, :❑Not Observable: date: [EL18] :rooms,copy/print rooms, []Nat Applicable [EL26I .specific uses installed per approved .[]Does Not ;are less than or equal to allowed ❑Not Applicable lounges/breakrooms,enclosed offices, ' PP ;lighting plans. ;[]Not Observable r j watts. open plan office areas, restrooms, ;storage rooms,locker rooms, :❑Not Applicable ; C405.5.1 :Exterior lighting power Is consistent ;[]Complies ;see the Exterior Lighting fixture schedule for values. 03.22.24 RE-ISSUED FOR BUILDING PERMIT :warehouse storage areas,and other C405.2.4 ;Additional interior lighting power ;❑Complies ;Requirement will be met. [FI1911 with what is shown on the approved '❑Does Not ;spaces <=300 sgft that are enclosed JEL2711 allowed for special functions per the ❑Does Nat lighting plans,demonstrating by floor-to-ceiting height partitions. ;approved lighting plans and is :proposed watts are less than or equal ❑Not Observable ;Reference section language ,❑ automatically controlled and Not Observable; :to a[]owed watts. .❑Not Applicable C405.2.1.2 for control function in :separated from general lighting, ❑Not Applicable C408.2.5, .Famished as built drawings for :❑Compiles ;Requirement will be met. warehouses and section C405,2.1.3 1 electric power systems within 90 days ' C405.2.5 ,Manual controls required by the '❑Complies Requirement will be met. P Y Y ,❑Does Not for open plan office spaces. (EL2811 ;energy code are in a location with ❑poes Not [FI16)3 �of system acceptance. C405,2.1. ;,Occupancy sensors control function in ,Ckomplies ;Exception:Requirement does not apply. ;ready access to occupants and :❑Not Observable 2 warehouses: In warehouses,the ❑Does Not :[]Not Observable; UlNot Applicable located where the controlled lights are; IEL1911 :lighting in atsteways and open areas is visible,or identify the area served and;❑Not Applicable C408.3 ;Lighting systems have been tested to :[]Complies ;Requirement will be met. ❑Not Observable ;controlled with occupant sensors that their status. [FI3311 ,ensure proper calibration,adjustment, :[]Does Not :automatically reduce lighting power '❑Not Applicable ;programming,and operation. by 50°%or more when the areas are C405.2.6 ;Automatic lighting controls for exterior;❑Complies :Requirement will be met. '❑Not Observable; ;unoccupied,The occupant sensors [EL3011 ;fighting installed.Controls will be ❑Does Not ❑Not Applicable daylight controlled,set based on control lighting in each aisteway :business operation time-of-day,or ;[]Not Observable: Additional Comments/Assumptions: `independently and do not control lighting beyond the alsleway being ;reduce connected lighting 30°/n. ;❑Not Applicable controlled by the sensor. C405.3 ;Exit signs do not exceed 5 watts per IF-Complies :Requirement will be met. C405.2.1, ;Occupant sensor control function in ❑Compfles !Exception:Requirement does not apply. [EL6]1 ;face. 1130oes Not : 3 :open plan office areas:Occupant ❑poes Not i❑Not Observable [EL2011 ,sensor controls in open office spaces ,[]Nbt Observable PP ❑Not A livable >=300 sq.ft.have controls 1) , ]Nat APPlicableconfigured so that general lighting can Additional Comments/Assumptions: be controlled separately in control ;zones with floor areas<=600 sqA. ,,within the space,2)automatically turn' off general lighting in all control zones within 20 minutes after all occupants ' have left the space, 3)are configured so that general lighting power in each ,control zone is reduced by>=80%of :the full zone general lighting power within 20 minutes of all occupants leaving that control zone,and 4)are configured such that any daylight responsive control will activate space ;general lighting or control zone general lighting only when occupancy for the same area is detected. OF W{y Y C405.2.2, Each area not served by occupancy :❑Complies i Exception:Areas such as security or emergency areas that C �alC Ftp �f C405.2.2. sensors(per C405.2.1)have time- 13Does Not !need continuous lighting. 1, switch controls and functions detailed '❑Not Observable C405.2.2. in sections C405.2.2.1 and C405.2.2.2.: Z ❑Not Applicable r- r JEL21)7 i A�0 siotlPS��Ia� status: 1 High Impact(Tier 1) 2 IMedium Impact(Tier 2) 13 Law impact(Tier 3) 1 2 1 Medium Impact(Tier 2) J 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Issued for Bidding Permit Project Title: 7100-ENCLAVES COTTAGES Report date: 03/25/24 Project Title: 7100-ENCLAVES COTTAGES Report date: 03/25/24 Project Title: 7100-ENCLAVES COTTAGES Report date: 03/25/24 Data filename: Page 4 of 6 Data filename: Page 5 of 6 Data filename: Page 6 of 6 copyright: © 2023 AVGA THE COPYRIGHT DRAVINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREA'V.GIAM3ERTONE AND ASSOCIATIS,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.UNIA?SS 0111ERVISE PRO\1DFD, AVGA SHALL BE DEEMED ME ALTIIOR OF THESE DOCUMENTS AND SHALL RETAIN ALI,CO\LMONLAW,STATU I'ORY AND OMER RESERVED RIGHTS MAX THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS 1.0 THIS PROJECT, OR FOR THE COMPLE110N OF THIS PROJECT FOR OTHERS. Plotted: �vednesdae,\toy 29,2024-11:36am By: kspear rile: ,J:\7100\llra«ingFilcs\'till's1?NCI,AVI?S-(;0'1-1',1G1?S\71001'NI.O.dNN-,; title: Cottages - Code Compliance Sheet 2 scale: As Noted drawn: KD 1 ,9 COMcheck Software Version COMcheckWeb Mechanical Compliance Statement COMcheck Software Version COMcheckWeb Mechanical /� Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, r ' M a ch a n i ea I Compliance Certificate specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been Inspection Checklist designed to meet the 2020 New York State Energy Conservation Construction Code requirements in COMcheck Version f COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. EnergyCode: 2020 New York State Energy Conservation Construction Code ck ANDREW VePro eet Information Name-Title Signature DateRequirements: 100.0% were addressed directly in the COMcheck software J Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each Energy Code: 2020 New York State Energy Conservation Construction Code requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception GIAMBERTONE Project Title: 7100 - ENCLAVES COTTAGES is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Location: Southold, New York Section & ASSOCIATES Climate Zone: 4a # Plan Review Complies? Comments/Assumptions Project Type: New Construction & Req.ID C103.2 ;Plans, specifications, and/or ;❑Complies :Requirement will be met. [PR2]1 :calculations provide all information :❑Does Not *ARCHITECTS with which compliance can be Construction Site: Owner/Agent: Designer/Contractor: ;❑Not Observable 56655 ROUTE 25 New York PAUL FREEMAN ;determined for the mechanical ❑ systems and equipment and Not Applicable SOUTHOLD, New York 11971 FREEMAN ENGINEERING PLLC ;document where exceptions to the 3555 VETERANS MEMORIAL Additional Efficiency Paekage(s) HIGHWAY SUITE M ;standard are claimed. Load RONKONKOMA, New York 11787 calculations per acceptable 6319813990 ;engineering standards and 62 Elm Street FREEMANENG@OPTONLINE.NET handbooks. Huntin ton NY 11743 Additional Comments/Assumptions: g Credits: 1.0 Required 0.0 Proposed M Telephone: 631.367.0050 Mechanical systems List Quantity5ystem Type & Description Fax: 631.367.6636 1 ACCU-COTT-1/AC-COTT-1 (Single Zone): Heating: 1 each- Duct Furnace, Electric, Capacity= 13 kBtu/h No minimum efficiency requirement applies GiambertoneArchitects.com Cooling: 1 each-Split System, Capacity= 12 kBtu/h,Air-Cooled Condenser, No Economizer, Economizer exception: High Efficiency Equipment Proposed Efficiency= 17.00 SEER, Required Efficiency = 13.00 SEER Proposed Part Load Efficiency = 0.00 , Required Part Load Efficiency = 0.00 1 ACCU-COTT-2/AC-COTT-2 (Single Zone): Heating: 1 each-Duct Furnace, Electric, Capacity = 13 kBtu/h No minimum efficiency requirement applies Cooling: 1 each -Split System, Capacity = 12 kBtu/h,Air-Cooled Condenser, No Economizer, Economizer exception: High Efficiency Equipment E M 9� FREEMAN ENGINEERING,PLLC Proposed Efficiency = 17.00 SEER, Required Efficiency = 13.00 SEER h Proposed Part Load Efficiency = 0.00 , Required Part Load Efficiency = 0.00 .. 3555 Veterans Memorial Hwy 1 ACCU-COTT-3/AC-COTT-3 (Single Zone): � Suite Q Heating: 1 each-Duct Furnace, Electric, Capacity = 13 kBtu/h Ronkonkoma,NY 11779 No minimum efficiency requirement applies Cooling: 1 each-Split System, Capacity = 12 kBtu/h,Air-Cooled Condenser, No Economizer, Economizer exception: W: 631-648-0577 High Efficiency Equipment �ti .tom Proposed Efficiency = 17.00 SEER, Required Efficiency = 13.00 SEER G/NIEE0 Proposed Part Load Efficiency = 0.00 , Required Part Load Efficiency = 0.00 freemaneng@optonline.net 1 ACCU-COTT-4/AC-COTT-4 (Single Zone): Heating: 1 each- Duct Furnace, Electric, Capacity = 13 kBtu/h No minimum efficiency requirement applies Cooling: 1 each-Split System, Capacity= 12 kBtu/h,Air-Cooled Condenser, No Economizer, Economizer exception: project: High Efficiency Equipment Proposed Efficiency = 17.00 SEER, Required Efficiency = 13.00 SEER Proposed Part Load Efficiency = 0.00 , Required Part Load Efficiency = 0.00 The Enclaves 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7100-ENCLAVES COTTAGES Report date: 03/26/24 Project Title: 7100- ENCLAVES COTTAGES Report date: 03/26/24 Project Title: 7100-ENCLAVES COTTAGES Report date: 03/26/24 Data filename: Page 1 of 9 Data filename: Page 2 of 9 Data filename: Page 3 of 9 56655 Route 25 Southold, New York Section Section Section jobnumber: # Footing/Foundation Inspection Complies? Comments/Assumptions # Plumbing Rough-In Inspection Complies? Comments/Assumptions # Mechanical Rough-In Inspection Complies? Comments/Assumptions Fx Req.ID & Req.ID & Req.ID 16-003/7100 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. protection systems have sensors and :❑Does Not C404.5.1, Ito pipe length and volume ❑Does Not j [ME41]3 sensible heating panels have ❑Does Not C403.12.3 controls configured to limit service for j C404.5.2 requirements. Refer to section details. insulation >= R-3.5. ❑Not Observable [F09]3 pavement temperature and outdoor ❑Not Observable 3 ❑Not Observable; , ❑Not Applicable [PL6] j❑Not Applicable j ;❑Not Applicable ;temperature. future connection to ate: controls. C403.11.3 HVAC piping insulation insulated in ;❑Complies ;Requirement will be met. C404.6.3 ;Pumps that circulate water between a ;❑Complies Requirement will be met. [ME61]2 accordance with Table C403.11.3. ❑Does Not Additional Comments/Assumptions: [PL7]3 heater and storage tank have controls ❑Does Not ;Insulation exposed to weather is 03,22.24 RE-ISSUED FOR BUILDING PERMIT ;that limit operation from startup to ; protected from damage and is ❑Not Observable <= 5 minutes after end of heating ❑Not Observable, provided with shielding from solar ❑Not Applicable ; ;cycle. ;❑Not Applicable radiation. C404.7 Demand recirculation water systems LIComplies Requirement will be met. C403.8.1 'HVAC fan systems at design ;❑Complies Requirement will be met. [PL8]3 i have controls that start the pump ❑Does Not [ME65]3 :conditions do not exceed allowable ;❑Does Not ;upon receiving a signal from the ;❑Not Observable fan system motor nameplate hp or fan See the Mechanical systems list for values. action of a user of a fixture or ❑Not Observable ;appliance and limits the temperature ;❑Not Applicable ;system bhp. ❑Not Applicable ;of the water entering the cold-water C403.8.3 :Fans have efficiency grade(FEG) >_ ;❑Complies ;Requirement will be met. ;piping to 104°F. ; [ME117]2 67.The total efficiency of the fan at �❑Does Not Additional Comments/Assumptions: the design point of operation <= 15% ;❑Not Observable of maximum total efficiency of the ❑ fan. Not Applicable C403.12.1 Systems that heat outside the building;❑Complies Requirement will be met. [ME71]2 envelope are radiant heat systems ❑Does Not controlled by an occupancy sensing ❑Not Observable: device or timer switch. ❑Not Applicable C403.2.2 Natural or mechanical ventilation is ❑Complies :Requirement will be met. [ME59]1 :provided in accordance with ❑Does Not ;International Mechanical Code Chapter 4. Mechanical ventilation has ❑Not Observable capability to reduce outdoor air supply ❑Not Applicable ;to minimum per IMC Chapter 4. ; C403.7.1 :Demand control ventilation provided ;❑Complies Requirement will be met. [ME59]1 for spaces >500 ft2 and >25 ;❑Does Not people/1000 ft2 occupant density and ❑Not Observable ;served by systems with air side economizer, auto modulating outside ;❑Not Applicable :air damper control, or design airflow >3,000 cfm. C403.7.2 ;Enclosed parking garage ventilation ;❑Complies Exception: Requirement does not apply. [ME115]3 has automatic contaminant detection :❑Does Not and capacity to stage or modulate ;fans to 50%or less of design capacity. ;❑Not Observable ;❑Not Applicable 10 or W-W Y C403.7.6 ;HVAC systems serving guestrooms in ;❑Complies ;Requirement will be met. .�P F. [ME141]3 ;Group R-1 buildings with > 50 :❑Does Not R ;guestrooms: Each guestroom is ;provided with controls that ❑Not Observable 4 automatically manage temperature ;❑Not Applicable ; �- setpoint and ventilation (see sections y 'C403.7.6.1 and C403.7.6.2). C403.7.4 ;Exhaust air energy recovery on ;❑Complies ;Requirement will be met. p �, [ME57]1 systems meeting Table C403.7.4(1) �❑Does Not R0fiC55tO�P and C403.7.4(2). ❑Not Observable; :El Not Applicable C403.7.5 'Kitchen exhaust systems comply with ;❑Complies ;Requirement will be met. status: [ME116]3 replacement air and conditioned :❑Does Not supply air limitations,and satisfy hood; rating requirements and maximum ;❑Not Observable: Issued for BuMing Permit exhaust rate criteria. ;❑Not Applicable ; copyright: © 2023 AVGA THE COPYRIGHT DRAXXINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GLXMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. 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) (AVGA)FORT]ITS PROJECT,ARE INSTRUMENTS OF AVGA. TIIESE DOCUMENTS ARE SERVICES FORT Hi?USE:SOLELY XXTHI RFSPECTTO THIS PROJECT.UNLESS OTHERVISE PRONID17'D, AVGA SHALL BE DEEMED THE AUTHOR OF THESE Project Title: 7100 ENCLAVES COTTAGES Report date: 03/26/24 Project Title: 7100-ENCLAVES COTTAGES Report date: 03/26/24 Project Title: 7100-ENCLAVES COTTAGES Report date: 03/26/24 DOCUMENTS AND SHALL RETAIN AI,LCObNIONI.AXX',STATUTORY ANDOTHrR e 4 Of 9 Data filename: Page 5 Of 9 Data filename: Page 6 Of 9 RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE Data filename: Page 9 9 OANER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Notted: )C'edncsd;rv,\tiv 29,2024-11:37am BY: ksrcar Idle: l:\7100\DraXcing Filcs\'1'I II?l?NCLAVI?S-C(YI"I'AGES\71001?N I.O.dwg title: Cottages - Code Compliance Sheet 3 scale: As Noted drawn: KD 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 1 ,92 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 C403.11.1:HVAC ducts and plenums insulated in ❑Complies ;Requirement will be met. C303.3, ;Furnished O&M manuals for HVAC ;❑Complies ;Requirement will be met. C408.2.5. ;An air and/or hydronic system ;❑Complies :Requirement will be met. accordance with C403.11.1 and ZIDoes Not C408.2.5. 'systems within 90 days of system T❑Does Not 3 balancing report is provided for HVAC :❑Does Not C403.11.2 constructed in accordance with ❑Not Observable; 3 acceptance. jQNot Observable [F143]1 systems. [ME60]2 C403.11.2,verification may need to [F18]3 []Not Observable occur during Foundation Inspection. ;❑Not Applicable ; ❑Not Applicable j ;❑Not Applicable j C408.2.5. ;Final commissioning report due to ;❑Complies :Requirement will be met. C403.4.1. ',Heating for vestibules and air curtains ;❑Complies :Requirement will be met. C403.2.2 ;HVAC systems and equipment ❑Complies :Requirement will be met. 4 building owner within 90 days of QDoes Not 4 :with integral heating include ;❑Does Not [F127]3 capacity does not exceed calculated ❑Does Not [F130]1 'receipt of certificate of occupancy. [ME63]2 automatic controls that shut off the loads. QNot Observable, ;QNot Observable heating system when outdoor air ❑Not Observable ;❑Not Applicable temperatures> 45F.Vestibule ;❑Not Applicable ❑Not Applicable ; ANDREW V heating and cooling systems C403.2.4. ;Heating and cooling to each zone is ', Complies ;Requirement will be met. Additional Comments/Assumptions: • 'controlled by a thermostat in the 1 'controlled by a thermostat control. ❑Does Not 'vestibule with heating setpoint<_ ; [FI47]3 ;Minimum one humidity control device ; GIAMBERTONE 60F and cooling setpoint>= 80F. per installed :❑Not Observable C403.3.3 :Hot gas bypass limited to: <=240 ;❑Complies ;Requirement will be met. ;humidification/dehumidification ;❑Not Applicable [ME35]1 kBtu/h-50% >240 kStu/h-25% ;❑Does Not system. �T ;[]Not Observable C403.4.1. ;Thermostatic controls have a 5 °F ;❑Complies ;Requirement will be met. V�. ASSOCIATES ❑Not Applicable 2 3 deadband. T❑Does Not [F138] ; ;❑Not Observable; C408.2.2. !Air outlets and zone terminal devices ;❑Complies Requirement will be met. 1 have means for air balancing. ;❑Does Not j❑Not Applicable ® ARCHITECTS [ME53]3 ;QNot Observable: C403.2.4. ;Temperature controls have setpoint ;❑Complies ;Requirement will be met. ❑Not Applicable 1.3 overlap restrictions. :❑Does Not [17120]3 ; ;QNot Observable C403.5, Refrigerated display cases, walk-in ;OComplies ;Requirement will be met. C403.5.1, ;coolers or walk-in freezers served by ❑Does Not ❑Not Applicable 62 Elm Street C403.5.2 remote compressors and remote C403.2.4. Each zone equipped with setback ;❑Complies Requirement will be met. [ME123]3 ;condensers not located in a ❑Not Observable; 2 controls using automatic time clock or ;❑Does Not Huntington NY 11743 condensing unit, have fan-powered ❑Not Applicable [FI39]3 ;programmable control system. condensers that comply with Sections ;❑Not Observable ,C403.5.1 and refrigeration compressor; ;❑Not Applicable systems that comply with C403.5.2.. C403.2.4. ;Automatic Controls: Setback to 550F ;❑Complies Requirement will be met. Additional Comments/Assumptions: 2.1, �(heat) and 85°F (cool); 7-day clock, 2- :❑Does Not Telephone: 631.367.0050 C403.2.4. ;hour occupant override, 10-hour 2.2 backu ❑Not Observable [F140]3 p ;❑Not Applicable Fax: 631.367.6636 C408.2.1 :Commissioning plan developed by ;❑Complies ;Requirement will be met. GlambertoneArChiteCtS.Com [FI28]1 :registered design professional or :❑Does Not ;approved agency. ; ,QNot Observable ❑Not Applicable C408.2.3. ;HVAC equipment has been tested to ;❑Complies ;Requirement will be met. 1 :ensure proper operation. ElDoes Not [F131]1 ' QNot Observable ❑Not Applicable C408.2.3. ;HVAC control systems have been ;❑Complies ;Requirement will be met. E E M.9 4, FREEMAN ENGINEERING,PLLC 2 !tested to ensure proper operation, ;❑Does Not [FI10]1 ;calibration and adjustment of controls. ,QNot Observable, 3555 Veterans Memorial Hwy ❑Not Applicable Suite Q C408.2.4 ;Preliminary commissioning report ;❑Complies Requirement will be met. " } Ronkonkoma, NY 11779 [FI29]1 ;completed and certified by registered ;❑Does Not , 'design professional or approved ; - -0577 ;agency. ❑Not Observable; 4,s�NEER� ❑Not Applicable C408.2.5. :Furnished HVAC as-built drawings ❑Complies Requirement will be met. freemaneng@optonllne.net 1 submitted within 90 days of system �❑Does Not [FI7]3 acceptance. ;QNot Observable ❑Not Applicable project: 1 High Impact(Tier 1) 12 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) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 7100-ENCLAVES COTTAGES Report date: 03/26/24 Project Title: 7100-ENCLAVES COTTAGES Report date: 03/26/24 Project Title: 7100-ENCLAVES COTTAGES Report date: 03/26/24 The Enclaves Data filename: Page 7 of 9 Data filename: Page 8 of 9 Data filename: Page 9 of 9 56655 Route 25 Southold, New York job number: 16-003/7100 date: 03.22.24 RE-ISSUED FOR BUILDING PERMIT pF Ww i,� �d Q.0799� �R��S�NPs��q�a� status: Issued for Building Permit copyright: (0 2023 AVGA THE COPYRIGIIT DRATONGS,SPECIFICATIONS, AND O'ITIER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE.INSTRUMENTS OF AVGA. TIIESP. DOCUMENTS ARI?SER\7CFS FOR T HE USE SOLELY\CTFH RESPECT TO THIS PROJECT.UNLESS OTHERAISE PRO-vTDF.D, A1'GA SHALL BE DEEMED THE AUTIIOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMNIONLAW,STATL"I'ORY AND OTHFR RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY T}IE. O\rNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO TIBS PROJECT, OR FOR THE. COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Wednesday,May 29,2024-11:37am By: ksPear File: J:\7100\I)raNdng Filcs\'I'I ll?1?NCI.AVI?s-COTI'AGI?S\7100 EN1.0.dNvg title: Cottages - Code Compliance Sheet 3 scale: As Noted drawn: Ili PROFESSIONAL'S STATEMENT '70 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 ,93 REQUIREMENTS OF SECTION C402, C403, C404, C405, C406 AND THE REQUIREMENTS OF SECTION C408" KEY TO SYMBOLS ABBREVIATIONS X DUCTWORK PIPING INSTRUMENTATION EE UIQ PMENT A AMPERES EWBT ENTERING WET BULB NTS NOT TO SCALE < < EXISTING DUCTWORK TO REMAIN EXISTING PIPING TO REMAIN O THERMOSTAT BASEBOARD RADIATION A/C UNIT AIR CONDITIONING UNIT EWT ENTERING WATER TEMPERATURE OA OUTSIDE AIR �� EXISTING DUCTWORK TO BE REMOVED EXISTING PIPING TO BE REMOVED O HUMIDISTAT CABINET HEATER ACCU AIR COOLED CONDENSING UNIT EXH EXHAUST OAI OUTSIDE AIR INTAKE AHU AIR HANDLING UNIT EXP EXPANSION TANK OED OPEN ENDED DUCT NEW DUCTWORK NEW PIPING DUCT MOUNTED UNIT HEATER -- OF NEW DUCTWORK W ACOUSTICAL LINING FIRESTAT U_ ALT ALTERNATE (E) EXISTING OD OUTSIDE DIAMETER / 5----C CONDENSATE PIPING ASHRAE AMERICAN SOCIETY OF HEATING, (ER) EXISTING TO BE REMOVED PD PRESSURE DROP DUCT UNDER POSITIVE PRESSURE HORIZONTAL UNIT HEATER (SUPPLY AIR OR FAN DISCHARGE) S--HWS--S HOT WATER SUPPLY © GAS DETECTOR Is REFRIGERATING AND AIR-CONDITIONING -F DEGREES FAHRENHEIT PDISCH PUMPED DISCHARGE DUCT UNDER NEGATIVE PRESSURE -H HOT WATER RETURN O REMOTE TEMPERATURE SENSOR ® PUMP ENGINEERS i F & T FLOAT AND THERMOSTATIC PRESS PRESSURE (RETURN OR OUTSIDE AIR) S -CHWS-� CHILLED WATER SUPPLY Q COILS AFD ADJUSTABLE FREQUENCY DRIVE A FREE AREA (SO. FT.) PSI POUNDS PER SQUARE INCH DD -CHWR-� CHILLED WATER RETURN DUCT DETECTOR AFF ABOVE FINISHED FLOOR FAI FRESH AIR INTAKE (R) RELOCATED DUCT UNDER NEGATIVE PRESSURE RFGT--�j REFRIGERANT PIPING(EXHAUST) S; ] CENTRIFUGAL FAN OR PUMP ACT ACOUSTICAL CEILING TILE FC FLEXIBLE CONNECTION RA RETURN AIR - RM REFRIGERANT LEAK DETECTOR AS AIR SEPARATOR FDMPR FIRE DAMPER W/ ACCESS DOOR RND ROUND (400) SUPPLY DIFFUSER, GCS GLYCOL COOLING SUPPLY NUTE)(AIR QUANTITY IN -GAS-� GAS PIPING TH TEMPERATURE AND HUMIDITY RECORDER ELECTRIC HEATER AUTO AUTOMATIC FD FLOOR DRAIN RFGT REFRIGERANT NDRE �I Ve ® CUBIC FEET PER MI �- -� O BB BASEBOARD FLA FULL LOAD AMPERES REQD REQUIRED 0 (400) CRETURN UBIC FEET REGISTER, I AIRE)QUANTITY IN ---GCR-� GLYCOL COOLING RETURN LD LIQUID DETECTOR CEILING EXHAUST FAN BLR BOILER FLR FLOOR RA FAN RETURN FAN PER �---LPS -� LOW PRESSURE STEAM O �u� BG BOTTOM GRILLE FPM FEET PER MINUTE RG RETURN GRILLE GIAMBERTONE 19 BLANKING RECTANGULAR DIFFUSER WITH �-LPC -Jj LOW PRESSURE CONDENSATE O PRESSURE GUAGE CENTRIFUGAL ROOF FAN BLR HP BOILER HORSEPOWER FPS FEET PER SECOND RHG REFRIGERANT GAS & ASSOCIATES DIRECTION OF FLOW ® BLDG BUILDING FIR FLOOR REGISTER RLL REFRIGERANT LIQUID _ S.R. SUPPLY REGISTER FF FLOW SWITCH BOD BOTTOM OF DUCT FT FEET RLA RATED LOAD AMPS S.G. SUPPLY GRILLE I C.O. CLEANOUT VARIABLE FREQUENCY DRIVE BOP BOTTOM OF PIPE FOR FUEL OIL RETURN RR RETURN REGISTER R.R. RETURN REGISTER 0 PIPE TURNING UP I THERMOMETER BOS BOTTOM OF STEEL FOS FUEL OIL SUPPLY RSL REFRIGERANT SUCTION 4 ARCHITECTS R.G. RETURN GRILLE -01 PIPE TURNING DOWN EP ELECTRIC PNEUMATIC SWITCH RS 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 7 CAPPED PIPE ES H BTUH BTU PER HOUR G GAS SAG SUPPLY GRILLE Huntington, NY 11743 10x6 TR 10» BY 6 TOP REGISTER AP ENVIRONMENTAL SENSOR ALARM PANEL t CENTERLINE GA GAUGE SDMPR SMOKE DAMPER 150 150 CFM SUPPLY AIR FPIPE&T TRAP BREAK CHWP CHILLED WATER PUMP GAL GALLON SF SQUARE FEET © MANUAL POTENTIOMETER PLATE HEAT EXCHANGER CHWS CHILLED WATER SUPPLY GC GENERAL CONTRACTOR SF SUPPLY FAN Telephone: 631.367.0050 A-1+5 )l 0R(TG) 10" BY 6" TOP REGISTER � LOW PRESSURE DRIP (TOP CFM LRETURN AIR -�I i- 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 NC CD CEILING DIFFUSER HCWR COMBINATION HOT/CHILLED SR SUPPLY REGISTER 10x BR(BG) (BOTTOM GRILLE) CFM, CUBIC FEET PER MINUTE WATER RETURN ST PR STATIC PRESSURE GiambertoneArchitects.com 150) 150 CFM RETURN AIR -iHg HOSE BIBB EQUIPMENT CLEARANCE ZONE CG CEILING GRILLE HCWS COMBINATION HOT/CHILLED SST STAINLESS STEEL VOLUME DAMPER C FLOOR DRAIN, F.D. CLG CEILING WATER SUPPLY TAL TOTAL ACTIVE LENGTH © O ANNOTATION CNDS CONDENSATE DRAIN HEX HEAT EXCHANGER TAO TRANSFER AIR OPENING SUPPLY AIR FLOW -{ I- FLEXIBLE CONNECTION CONNECT TO EXISTING CO CLEAN OUT HT HEIGHT TBR TO BE REMOVED -°o-- RETURN AIR FLOW - RA COD CONTINUED ON DRAWING HR HOUR TEMP TEMPERATURE ' AUTOMATIC AIR VENT FREEMAN ENGINEERING PLLC R RISE IN DUCTWORK (IN DIRECTION LIMIT OF REMOVAL CR CEILING REGISTER HPS HIGH PRESSURE STEAM TG TRANSFER GRILLE 0E E MR ' OF AIR FLOW) VALVES CRAC COMPUTER ROOM AIR CONDITIONER HWP HOT WATER PUMP TOD TOP OF DUCT " ° 3555 Veterans Memorial Hwy �_ DROP IN DUCTWORK (IN DIRECTION - p�- TRIPLE DUTY VALVE CRP CONDENSATE RETURN PUMP HWR HOT WATER RETURN TOS TOP OF STEEL Suite Q OF AIR FLOW) -U£- UNDERCUT DOOR 3-WAY VALVE CT COOLING TOWER HWS HOT WATER SUPPLY TR TOP REGISTER ...; Ronkonkoma,NY 11779 _- FD/AD CU FT CUBIC FEET HZ FREQUENCY TRR TRANSFER RETURN REGISTER I W: 631-648-0577 FIRE DAMPER AND ACCESS DOOR CU IN CUBIC INCHES IN INCH OR INCHES TRD TRANSFER RETURN DUCT ��s,NEER�� __-FSD/AD 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 BALL VALVE NOTES: 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 SEISMIC CONSTRAINTS. CONDITIONING UNIT RETURN DUCT GREATER THAN 2000 CFM. CWS CONDENSER WATER SUPPLY LAT LEAVING AIR TEMPERATURE UNO UNLESS NOTED OTHERWISE pro)ect: �M MOTORIZED DAMPER W/END SWITCH CONTRACTOR SHALL PROVIDE INTERCONNECTION AND WIRE TO �] CAP DUCT -} }- 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 �I- CHECK VALVE THE OFFICE NEAR THE RESPECTIVE THERMOSTATS. VERIFY CODE DB DRY BULB LEMCS LOCAL EMERGENCY MOTOR VAV VARIABLE AIR VOLUME UNIT --Ma- 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 LD LINEAR DIFFUSER VFD VARIABLE FREQUENCY DRIVE -D4- O SMOKE DAMPER -p.Q- 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 n 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 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 --�F- PRESSURE REDUCING VALVE 5. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SHALL BE NOTIFIED OF ANY AND ALL CISCREPANCIES BETWEEN EC ELECTRICAL CONTRACTOR MC MECHANICAL CONTRACTOR lam- 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: FSTI 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 CISCREPANCIES 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. Gate: 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 03.22.24 RE-ISSUED FOR BUILDING PERMIT 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 STOPPING, SHAFTS, FLOORS, RATED CEILINGS AND DRAWINGS, THE FOLLOWING MINIMUMS STANDARDS # NUMBER PARTITIONS AS REQUIRED TO MAINTAIN ARCHITECTURAL SHALL GOVERN: ALL SUPPLY, RETURN, AND EXHAUST NPT NATIONAL PIPE THREAD 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 FLOOR/CEILING ASSEMBLIES. REFER TO THE BALANCING DAMPERS. ARCHITECTURAL PLANS AND SPECIFICATIONS FOR LOCATIONS AND FIRE RATING REQUIREMENTS. 24. THE CONTRACTOR SHALL, UPON COMPLETION OF PROJECT, PERFORM A COMPLETE TEST AND BALANCE OF ALL EQUIPMENT MECHANICAL GENERAL INTERPRETATION OF SINGLE LINE DUCTWORK 8. ALL ROOF PENETRATIONS SHALL BE AT THE CONTRACTOR'S IN COMPLIANCE WITH ALL APPLICABLE CODES, EXPENSE. COORDINATE WITH OWNER'S ROOFING CONTRACTOR REGULATIONS, PLANS AND WRITTEN SPECIFICATIONS. DESCRIPTION OF WORK SCOPE WHERE DUCTWORK IS SHOWN SINGLE LINE, FOLLOWING SHALL APPLY FOR ACTUAL DUCT CONSTR. SO AS NOT TO VOID ANY EXISTING ROOF WARRANTIES. CONTRACTOR SHALL PROVIDE A WRITTEN REPORT TO THE ARCHITECT. ALL CAPACITIES MUST BE SET TO WITHIN f 10% OF SINGLE LINE ACTUAL CONSTRUCTION 9. EACH UNIT GENERATING CONDENSATE SHALL BE PROVIDED WITH AMOUNTS INDICATED ON THE FLOOR PLAN AND SCHEDULES. MECHANICAL EQUIPMENT FOR NEW HOTEL SPACE. TO INCLUDE 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 VANES (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 OF 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 AP 4" (10cm), USE TAP DETAIL. LOCK FOR LONGITUDINAL SEAMS AND DRIVE SLIP / LESS THAN 1 1/2 INCHES FROM THE NEAREST EDGE OF THE SPLIT OR VOLUME DAMPER IN SHORTER "S" SLIP FOR TRANSVERSE JOINTS. "DUCT-MATE" MEMBER, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES. TAKE-OFF BRANCH. JOINT SYSTEM IS ACCEPTABLE IN LIEU OF PRIOR PROTECTIVE STEEL SHIELD PLATES HAVING A MINIMUM CONSTANT VOL. SYST. VARIABLE VOL. SYST. 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 VOLUME DAMPER o SPECIFICATIONS. BORED, AND SHALL EXTEND NOT LESS THAN 2 INCHES ABOVE �Eo�NCW SOLE PLATES AND BELOW TOP PLATES. COf AP tiR R 1C fi I: Q ADJUSTABLE TAP UP TO 1000FPM Q 11 . PROVIDE 1 " INTERNAL ACOUSTICAL LINING ON SUPPLY n� 27. DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR TAP TAKE-OFF OVER 1000 FPM USE V.D. ONLY AND RETURN DUCTWORK UP TO 15'-0" FROM UNIT. SUP LY RETURN LEAKAGE BY ONE OF THE FOLLOWING METHODS: 12. DRAWINGS ARE DIAGRAMMATIC AND ALL DUCTWORK 1. ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE MEASURED SHOWN MUST BE FIELD VERIFIED AND COORDINATED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 Fa tib.nl9r, ' OFFSET IN VERTICAL PLANE WITH ALL TRADES AND STRUCTURES BEFORE PA) ACROSS THE SYSTEM, INCLUDING THE DRAWING NO. TITLE AR� sNA`' gad SHALL BE MADE WITH FABRICATION. DUCT SIZES SHOWN ON DRAWINGS ARE MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED RISE OR DROP ELEVATION INSIDE DIMENSIONS, INCREASE DUCT SIZES AS SMOOTH FITTINGS. AT THE TIME OF THE TEST. ALL REGISTERS SHALL BE M0.1 COTTAGES - MECHANICAL SYMBOLS & NOTES REQUIRED FOR INTERNAL LINING. TAPED OR OTHERWISE SEALED DURING THE TEST. M2.2c COTTAGES - MECHANICAL 1ST FLR & ROOF PLANS 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 M5.1 COTTAGES - MECHANICAL DETAILS SHALL BE MADE WITH INSULATED WITH 75 DENSITY FOIL-BACKED INSULATION WITH W.G. (25 PA) ACROSS THE ENTIRE SYSTEM, INCLUDING Issued for Buildin Pernut HORIZONTAL SMOOTH FITTINGS. FIRE AND SMOKE RATING 25-50. R-VALUE SHALL BE R-6 THE MANUFACTURER'S AIR HANDLER ENCLOSURE. M5.2 COTTAGES - MECHANICAL DETAILS copyright: 02023 AVGA OFFSET WHEN DUCT IS LOCATED INSIDE OF THE BUILDING AND R-8 REGISTERS SHALL BE TAPED OR OTHERWISE SEALED M5.3 COTTAGES - MECHANICAL DETAILS WHEN LOCATED OUTSIDE OF THE BUILDING OR WITHIN THE DURING THE TEST. THE COPYRIGHT DRAWINGS,SPECIFICATION,, AND OTHER DOCUNmNTS PLENUM OVER LINEAR SUPPLY OR RETURN EXTERIOR ENVELOPE ASSEMBLY. EXCEPTION: A DUCT AIR LEAKAGE TEST SHALL NOT BE M6.1 COTTAGES - MECHANICAL SCHEDULES PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATF-S,Ain irrECTS,P.C. PLENUM DIFFUSER OR GRILLE REQUIRED WHERE THE DUCTS AND AIR HANDLERS ARE `ARESER ICES FORVHEUSESOLELY�u��sOF TTO�HIS ROJECTuUNLESS OVER DIFFUSER CONICAL FITTINGS 14. UNLESS OTHERWISE NOTED, ALL SUPPLY TAKEOFFS SHALL LOCATED ENTIRELY WITHIN THE BUILDING THERMAL M6.2 COTTAGES - MECHANICAL SCHEDULES orxERazsE PROVIDED, AVOA snALL BE DEEMED THE AUTHOR of TIIESE DOCUNfENTS AND SHALT.RETAIN ALLCOMMONL.AW,STATUTORY ANDOTHER HAVE A MANUAL VOLUME CONTROL DAMPER. ENVELOPE. A WRITTEN REPORT OF THE RESULTS OF THE xr P:RVIdD RIGHTS THAT THESE. DOCUMENTS SHALL NOT BE USED BY THE REGULATION OF VOLUME DAMPER SHALL BE M6.3 COTTAGES - MECHANICAL SCHEDULES 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 Or THIS PROJECT FOR OTHERS. DIFFUSER PLENUM 15. ANY ADJUSTABLE PATTERN CONTROLLER OR BLADE SHALL BE TEST AND PROVIDED TO THE CODE OFFICIAL. M7.1 COTTAGES - MECHANICAL SPECIFICATIONS PW E RATED FIELD SET BY THE INSTALLING CONTRACTOR AS INDICATED ON rNotted: Wedn«aav,Nra,T29,2oa}-1137am H,: ksrcar»FLDL LJ ACCESS DOOR IV DUCT THESE DOCUMENTS. 28. AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS M7.2 COTTAGES - MECHANICAL SPECIFICATIONS fl : J:\ oo i)r:,Ynl,tEs\'Illi, .NcI.nv�s-corJ.%c rs\7loonlo.i.a,r AND SEAMS SHALL COMPLY WITH EITHER THE INTERNATIONAL C FLD MOUNTING TYPE DEPENDS ON AIR VELOCITIES AND DUCT 16. ALL FLEX DUCT SHALL BE UL LISTED, R-6. FOIL-BACKED, MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE, AS CLASSIFIED AS A CLASS 1 AIR DUCT. MAXIMUM LENGTH IS TO APPLICABLE. AIR HANDLERS SHALL HAVE A MANUFACTURER'S FIRE DAMPER SIZE - SEE SPECIFICATIONS. BE 3'-O" PER DROP OR PER LOCAL CODE. DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THAN 2 title: FLARE/TRANSITION DUCT TO ACCOMMODATE COIL PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN HTG. COIL 17. THE FINAL LOCATION OF AIR DEVICES MUST BE ACCORDANCE WITH ASHRAE 193. DUCTS, AIR HANDLERS AND Cottages - Mechanical COORDINATED WITH THE REFLECTED CEILING PLAN FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COIL WITH FLANGED CONNECTION ALL AROUND AND ALL OTHER MECHANICAL, ELECTRICAL, SPRINKLER, COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE (AS Of LJ ACCESS DOORS ARCHITECTURAL, AND STRUCTURAL SYSTEMS. AMENDED), THE 2015 INTERNATIONAL RESIDENTIAL CODE (AS Symbols & Notes HEATING COIL AMENDED), AS APPLICABLE 18. THE CONTRACTOR IS TO MAKE ALL LOW-VOLTAGE WIRING scale: As Noted OFFSET IN HORIZONTA! CONNECTIONS FOR ALL HVAC EQUIPMENT INCLUDING 29. ALL RESETS FOR CONTROLS SHALL BE AUTOMATIC, UNLESS PLANE SHALL BE MADE TEMPERATURE CONTROLS, ROOF TOP UNITS, SMOKE DETECTORS SPECIFICALLY NOTED AS MANUAL. drawn: PIS WITH SMOOTH FITTINGS. AND CONTACTOR PANEL. WYE BRANCH 19. PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT CONNECTIONS TO VIBRATING EQUIPMENT. THESE CONNECTORS SHALL BE INSTALLED IN CLOSE PROXIMITY TO SUCH EQUIPMENT. M091 o A2 1 - - - i r r O MATGHLIN)= - MATGHLINE "B_ _ _ _ _ _ MATGHLINE "B" KEY NOTES - - - MATGHLINE "B" (— — — — —I 1. 6x4 EXHAUST AIR DUCT UP TO LOW CAP ON ROOF. GIAMBE"DLAL'ONE (rr = = = �1 & ASSOCIATES Irr = = = �1 1 = = = 1 FIRST FLOOR SHEET NOTES �r� = = = �► RCHITECTS —` 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOP, REQUIRED TO INSTALL ACCU—COTT-1 REFIGERANT R I = _ _ I COMPLETE AND OPERABLE HVAC SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED UNDERGROUN =A I AND AS REQUIRED BY CODE. PROVIDE PVC I €= = I G 6z Elm Street - - - - - 3 g 2. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING AND OTHER CEILING ITEMS AND MAKE MINOR DUCT MODIFICATIONS El R Ir)- _ _ _ =I TO SUIT. Huntington, NY 11743 I 2 0 C F _ _ -- - --- -- I I— —_ — — —I 3. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, Telephone: 631.367.0050 (r� _ _ _ �I CONTROLS AND VALVING. 1 COTTAGE #I Fax: 631.367.6636 t51 AC- �- 1 ( _ _ = I 4. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT TO THE UNDERSIDE OF 1 Irr THE STRUCTURE, WITH SPACE FOR INSULATION IF REQUIRED. ____ -r SR 5. SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS AND OTHER REQUIREMENTS. GiambertoneArchitects.com 150 CFM I co r , 0) I� _ _ _ �I - SR 9"� I = = = 6. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY DUCT TAKEOFF. WHERE BRANCH DUCT 1 CFM - I - _ -- I 39 TAKEOFF IS ABOVE AN INACCESSIBLE CEILING, PROVIDE CABL-OPERATED VOLUME DAMPER. 7777 /,77/77777777777/2 7. PROVIDE 1" ACOUSTICAL LINING 10FT DOWNSTREAM OF ALL AIR HANDLERS. FREEMAN ENGINEERING,PLLC I— — — — —I 8. PROVIDE FIRE SMOKE DAMPER AND ACCESS DOOR AT EACH SUPPLY AND RETURN DUCT THAT �� E M9 PENETRATES A FIRE RATED ENCLOSURE. �+ I - - - I ' "~ 3555 Veterans Memorial Hwy ACCU-COTT-2 REFIGERANT R I- - - - -I ROOF SHEET NOTES Suite Q 'T — — — �I Ronkonkoma, NY 11779 UNDERGROUN MC 4 W: 631-648-0577 PROVIDE PVC VE= = 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL - - - - - 4O COMPLETE AND OPERABLE HVAC SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED �NEIER - - freemaneng@optonline.net AND AS REQUIRED BY CODE. co 2 0 CIF �- _ _ _ -1 2. COORDINATE DIFFUSER REGISTER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED COTTAGE #2 CEILING PLANS, LIGHTING AND OTHER CEILING ITEMS AND MAKE MINDR DUCT MODIFICATIONS TO SUIT. 1 projec O � � TE1r- 2 III- - = - -1 AC- TT 3. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS )01 X - - - ) PANELS, CONTROLS AND VALVING. - --- The Enclaves SR FM ( Co 4. UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT TD THE UNDERSIDE OF �l 50 C 12 0) 1 THE STRUCTURE, WITH SPACE FOR INSULATION IF REQUIRED. SR 9,00 1 CFM I- _ _ _ —I 5. SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS AND OTHER — - - - - 41 REQUIREMENTS. o 56655 Route 25 I— _ — _ —I 6. PROVIDE MANUAL VOLUME DAMPERS AT EACH SUPPLY DUCT TAKEOFF. WHERE BRANCH IT _ _ _ �I DUCT TAKEOFF IS ABOVE AN INACCESSIBLE CEILING, PROVIDE CABL-OPERATED VOLUME DAMPER. II II II Southold, New York 7. PROVIDE 1" ACOUSTICAL LINING 1OFT DOWNSTREAM OF ALL AIR HANDLERS. ACCU-COTT-3 REFIGERANT R 1 UNDERGROUN I ABC 8. INSULATE ALL DUCTWORK ON ROOF. - - r-- job number: PROVIDE PVC VE_ _ - 9. VERIFY REFRIGERATION LINE SIZES, RUNS, STUB LOCATIONS & CONNECTION LOCATIONS WITH 16 003/7100 I 0 R E I- - - - -I CONTRACTOR. 1 270 CF Irr = = = �1 COTTAGE #3 ate: 1 153 � _ _ AC— rr T� 2 1 0122.24AlRE-ISSUED FOR BUILDING PERMIT X I I - SRIT = = = 150 CFM I ❑ 00 13a fO) SR 1 CFM 9"� - Irr - - - Irk - - = �1 h = = = —I =I ------ -- ACCU—COTT-4 REFIGERANT R UNDERGROUN II �CcCl PROVIDE PVC I _ _ = 1 — 44 0 R IT - - - I 20CF I � COTTAGE #4 1 - 154 'I TEf- 4 AC TT - - - - -IT IF x Irr - - = �rl SR I = = = 1 I- - - - -I 150 CFM GOT I 0) SR » 1 CFM 9 — — — I _ �EOF ww r ��. X Y ARn�S�N�� 1 Cottages - First Floor Plan 2 - Cottages - Roof Plan Status: E2.2C SCALE:1/8"= V-0" E2.2C SCALE : 1/8"= 1'-0" Issued for BuAdin Permit copyright: 0 2023 AVGA THE COPYRIGHT DRA\XTNGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBF.RTONE AND ASSOCIATES,ARCHITECCS,P.C. (AVGA)FOR THIS PROJECT',ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY\XTTH RESPECT TO THIS PROJECT.UNLESS OTHERVTSE PROVIDED, AVGA SHALT.BE DEEMED TIIE AUTHOR OF THESE DOCUMENTS AND SHALI.RETAIN ALLCOMMONI.A\V,SfATL"I'ORY ANDOTHER RESERVED RIGHTS THAT THESE DOCUMENT'S SHALL NOT BE USED BY THE 4 p 4 4 4 Q Q O\XNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO T111S o, o-_-i--"I -®- -------- ---- --- --- --- -- - --- - S i q - PROJECI', OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Wc(iiiesdaT,illae 29,2021-11:37am By: ksrear x ■„ - --- -- _— I ilr. J:\7100\Dra\ing T files\'I7t1?}?Nf:].AVI S-CO'rfAGE \7100 n12 2.d«g i k�kJ I —I----_ — tide: ® I ----0 Cottages - Mechanical __ - H == R _ 1 s t Flr & Roof Plans --0 s � Uff ......... scale: As Noted _-0 --� drawn: PF bb -- - Key Plan = SCALE:N.T.S. UL/cUL 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 UL/cUL System No. F-C-1059 I1 I l 3C 3B 1. All penetrations through rated walls, including but not limited to Boiler Rooms, 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 I I 3 1 included in this drawing set. Refer to Architectural drawings for all wall ratings. Detail I I t I A sheets show only a few common applications however, they do not show all I I a lications. Contractor must use only products that have been UL 1479 or i I pp y firestop II II ANDREW V. ASTM E 814 tested for specific fire-rated construction conditions conforming to I I construction assembly type, penetrating item type, annular space requirements, and i I I GIAMBERTONE fire-rating involved for each separate instance. 2. Details shown are typical details. If field conditions do not match requirements of 2 I _-- _---- ----- ___ I & ASSOCIATES typical details, approved alternate details shall be utilized. Field conditions and ; ; ; ; ; ; 2 A dimensions need to be verified for compliance with the details, including but not limited A SECTI N A-A I * ARCHITECTS ° 1 3 1. Wall Assembly -The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in 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 e The 1 of 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall in * 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, ��T constructed of the materials and in the manner specified in the individual he r 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, 1V i 11743 Fire Resistance Directory. The F Rating of the firestop system is equal to the rating a the floor-ceiling and wall firestop assembly shall meet or exceed the highest rating of the adjacent g ry p g q ( 2) Design in the UL Fire Resistance Directory. Max area of opening is 73.7 s ft 6.85 m with a max dimension of 104 in. assemblies. The general construction features of the floor-ceiling assembly are summarized below: (2.64 m). A. Flooring System in Lumber to plywood s Design. with finish floor of lumber, plywood or Floor Topping Mixture as construction. 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 specified in the individual Floor-Ceiling Design. Max diam of opening shall be 7-5/8 in. � 2. Steel Duct - Max 100 in. b 100 in. 2.5 b 2.5 m alv steel duct to be installed either concentrically or eccentrically p B. Wood Joists - Nom 10 in deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or 3. If alternate details matching the field conditions are not available manufacturers y ( y ) g y y Structural Wood Members with bridging as required and with ends firestopped. i within the firestop system. The duct shall be constructed and reinforced in accordance with SMACNA construction standards. 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 IFC Guidelines or Evaluatin Firesto S stems En ineerin 3 Firestop System - The firestop system shall consist of the following: 1�; manner specified in the individual L500 Series Designs in the Fire Resistance Directory. p ( ) f g p Y Engineering A. Packing Material - (Optional, Not Shown) - Polyethylene backer rod, mineral wool batt insulation or fiberglass batt GiambertoneArchitectS.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: Al. 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: * assemblies, respectively. Packing material to be recessed from both surfaces of wall to accommodate the required thickness A. Studs - Nom 2 by 8 in. lumber or double nom 2 by 6 in. lumber studs. 2013 Underwriters Laboratories Fire Resistance Directory, Volume 2 of fill material. 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 hiINE between the steel duct and the gypsum board.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant or CP606 Flexible Firestop FREEMAN ENGERING PLLC D. Gypsum Board - Thickness, type, number or layers and fasteners shall be as specified in individual Wall and P Sealant A 0 94, Partition Designs. 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested C. Steel Retaining Angles - Min No. 16 gauge galy steel angles sized to lap steel duct a min of 2 in. (51 mm) and to lap 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 2), angles may be min No. 18 gauge galv steel. Angles attached to steel duct on both sides 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 y / ( ) g ( )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 �' Ronkonkoma NY 11779 . 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. 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. /NEES%� C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or smaller) steel Angle freemaneng@optonline.net D. cSteel onduit. Flexible Metal Conduit - Nom 2 in. diam (or smaller) steel flexible metal conduit. * ATTENTION: Fire Rated Assembly Max (Item 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 , PP gyp P P P / * Product(s) used on Thickness Annular Space Material d project: thickness of sealant applied within annular space, flush with to surface of floor. 24 ga or 1/2 in. min to 1 in. Item 3A1 No FIRESTOP OF METAL CONDUIT THROUGH * Hourly Rating (F-Rating) (610 heavier max _ * Installation Date *Bearing the UL Classification Mark (m ) (13 to 25 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: UL/cUL System No. W-L-1164 03.22.24 1 RF-ISSUED FOR BUILDING PERMIT F Ratings - 1 and 2 Hr (See Items 1 and 4) T Rating - 0 Hr 4 1 A 9 3 1 UL/cULSystem No. C-AJ-1421 9 3 F Rating - 2 and 3 Hr (See Item 413) 9 T Rating = 0 Hr 8 STANDARD 46 2 46 1 FRAME 6 s L-- A 2 4 A s 4 .................. ° 1 7 DETAIL A 4 d HANGING WIRE & LOOP d ' p. d SECTION A-A C d d 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 S U P P 0 R T 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: �►�CVy A. Studs -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 SECTION A-A IF INSTALLATION REQUIRES DUCT SUPPORT 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 T� �DD 41 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 B E STEEL aT sides using lengths of steel stud installed between the vertical studs and 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 SORE LINE 1/2 ' ' penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is opening is 6 in. (152 mm). THROUGH MATERIAL L " 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 c� tipy9 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. A 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 pgrypN ITEM DESCRIPTION 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 I I 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 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 Buildin 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 I I 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) diam (or smaller) steel conduit. 5. #10 SHEET METAL SCREW following types and sizes of metallic pipes, conduits or tubing may be used: F. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT). Copyright: © 2023 AVGA 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 ( I 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 COPYRIGHT DR.aAx1NGs, ECIEICATIONS, AND OTHER DOCUMENTS A C T G R Y CUT PREPARED BY ANDRI?W V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. 8 DUCT DROP (STEEL FOR INSTALLATION USING DUCT SUPPORT METALLIC ductile iron pressure pipe. packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from I I (AVGA)FOR TI ITS PROJECT,ARE INSTRUMENTS Or AVGA. THESE DOCUMENTS 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 TIE USE SOLELY WITH RESPECTTO THIS PROJECT.UNLESS D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. (6 mm) thickness of fill material applied within the OR NON-METALLIC FOR INSTALLATION 2 USING DAMPER SUPPORT) DOCU IXTSE PROVIDED, AVGA SHALL O1 DEEMED THE AUTHOR OF THESE DOCUMENTS A.ND SHALL RETAIN ALLCOn�IONLA\C',STATUTORY AND OTHER 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 HE rated assemblies, a min 1/4 9. 12 SWG STEEL WIRE RESERVED RIGHTSTHAT THESE DOCUMENTS SHALL NOT BE USED BY THE 4. Fill, Void or CavityMaterial*-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 OANER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS To THIS / PP ( ) PP P 10, ACOUSTICAL LAY-IN PANELS (UL CLASSIFIED) PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. diam bead of caulk location on the top surface of floor and on both surfaces of wall. applied to the penetrant/wallboard interface at the point contact location on both sides of wall. 11. DIFFUSER OR GRILLE CORE (METALLIC OR NON-METALLIC) 1'1„tted: Wednesdae,N1ay29,2024-11:38am BY: kspear 12, RIGID GYPSUM WALL BOARD CEILING y Fist: 1:\7100\Dray\innFile\TIlEENc],,\Vf�S-corr.NC',ES\7100�15.1.d\cF FIRESTOP OF METAL CONDUIT/PIPING FIRESTOP OF METAL CONDUIT/PIPING THROUGH THROUGH CONCRETE title:Cottages - MechanicaN.T.S. N.T.S.GYPSUM RATED WOOD OR STEEL WALL DETAIL FLOOR WALL OR BLOCK WALL DETAIL 2 HOUR RATED RADIATION DAMPER DETAIL Details SCALE: NONE scale: As Noted drawn: PF REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND M5el FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS B A ROOF ROOF AIR - PARALLEL TO STRUCTURE q 15' OR LESS F O g AIR AIRE � \ �F 15' OR LESS - FLo PARALLEL TO STRUCTURE 6„ JOIST 6" ANGLE OR UNISTRUT JOIST 1 / 6" 6" TRANSFORMATION EXPANSION CONTRACTION HANGER STRAP 1. LAYOUT ISOLATION PADS, ACCORDING TO DESIGN AND LAYOUT. SEE NOTE 1. 2. LAYOUT SUPPORTS PER SPACING SPECIFICATION ON PLAN. FASTENER I 1 3. RUN PIPE ON CHANNEL. �s r OPTIONAL ROUTING IN BOLT AND 4. CLAMP DOWN WITH CHANNEL CLAMP. VANE CONCEALED OPCONCEALED AREAS NUT 5. ADJUST CHANNEL UNTIL HEIGHT AND WEIGHT OF SYSTEM IS EVENLY � I (MAX. 36"0) DISTRIBUTED. TURNINGr, i yo SHEET METAL VANES x ANGLE OR UNISTRUT 1" MIN f-- SCREWS SEE ,etl NOTE 2. (TYP)90'FIVE SECTION /PHP SYSTEMS DESIGN SS8—C GALVANIZED STEEL CHANNEL CLAMP. THREE TURNING VANES 2/3D ELBOW 45�THRELBOW SECTION SHEET METAL 60" MAX OR APPROVED EQUIVALENT DO NOT CLAMP PIPE TIGHT. 90' ELBOW ROUND SUPPLY SCREW 45' ELBOW SIMILAR NO THROAT RADIUS SHORT RADIUS FULL RADIUS AIR DUCT (MAX. 24"0) ROOF + AL FASTENER TYPES 9°' PERPENDICULAR TO STRUCTURE 45 �1) lag� PERPENDICULAR TO STRUCTURE ROOF ANDREW V. azz �a BOTTOM OFAe o-- WZZ STRUCTURE GIAMBED "ONE v 90'BRANCH TAKE-OFF 45 BRANCH TAKE-OFF LOADS MUST BE SUPPLY OR RETURN WYE TURNING VANES in^� HUNG WITHIN 6 THREADED RECTANGULAR DUCT � OF PANEL POINTS RECTANGULAR DUCT � ) � Xo FASTENER BOTTOM ROD (TYP) o TWIST STRAP & ASSOCIATES 16 GA. GALV. STEEL LOADS MUST BE N 30 3 BAND (2" WIDE) HUNG WITHIN 6" \ a O D1 a o TYPICAL ROUND DUCT FITTINGS OF PANEL POINTS ANGLE OR UNISTRUT * ARCHITECTS NO SCALE ROUND DUCT NOTES: DPI 3/4 D NOTES: 1.USE THREADED ROD FOR ALL DUCTS LARGER THAN 60"0 WIDE. 90' ELBOW TAKE—OFF 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 DUCT SUPPORT DETAIL SCALE: NONE Huntington, NY 11743 NO SCALE NO SCALE RECTANGULAR DUCT SUPPORT DETAIL g ' NO SCALE Telephone: 631.367.0050 Fax: 631.367.6636 LINING DUCT GiambertoneArchitects.com NOTE: REMOVABLE FAN HOUSING WITH L-1/4 W (4"MIN) NON—FUSED DISCONNECT SWITCH AND MOTOR OUT OF AIR STREAM UNDERNEATH NOTE: COORDINATE CONNECTION FREEMAN ENGINEERING,PLLC M TO BUILDING W ARCHITECT E M L WITH ARCHITECT SPEED �'r HANGER SIZES FOR AND STRUCTURAL ENGINEER. 4� 94, SPUN ALUMINUM CAP CLIP WASHER r6 ® RECTANGULAR DUCT % " 3555 Veterans Memorial Hwy DUCT HORIZONTAL Suite Q / ALL ENDS OF LINER SIZE HANGER SUPPORT ANGLE E— HANGER STRAPS —� . � ., Ronkonkoma,NY 11779 U to 1 " x 1 16" 1- 4 - / OPPOSED BLADE DAMPER FLASH AND COUNTERFLASH BIRD SCREEN PINS SPOT WELDED COATED WITH ADHESIVE p / None �, v W: 63 6 8 0577 / AS PER SPECIFICATIONS. WATER TIGHT — TO DUCTWORK P�' -('( ® 2 sq. ft. band iron MVINEEa�e� / 45° ,��' Over 1 " x 1/8" freemaneng@optonline.net SECURE FAN TO CURB WITH COATED SURFACE OF 2 sq. ft. band iron None SHEET METAL SCREWS © 12" 4 wide band iron TURN ROOFING AND DUCT INSULATION EXPOSED Over 1 " x 1/8" r0 ect: OVER CURB O.C. ALL SIDES TO AIR STREAM None / » p l W CURB (MIN. 12" H) ROOFING TYPICAL STUD—WELDED PINS 8vsr ft. band 1/8" /8 See Note AIR FLOW SEE DETAIL AND SPEED CLIP WASHER NOT MORE THAN 3 q �x on (SEE DETAIL "A") FROM EDGE OF LINER Ovesq. ft. band iron Q11D See Note The Enclaves F/ S �, SPEED CLIP WASHER PRESSED Self tapping cadmium plated \�: LINING KNESS minimum ad sheet T O/FFC/ BACKDRAFT DAMPER DOWN OVER PIN TO LINING SPECIFIED)ICPRESSED S Note: for ductwork with reinforcing a d menasioln of size ts toxbeetight against metal ductcrew straps SFR ROOF CONSTRUCTION /I 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"x / " 24" Southold New York FAN DETAIL COMPLETE SURFACE WELD—PIN STUD WELDED 97 to 120 — 2 x 2 x14 4 © 24 SCALE: NONE EXHAUSTOF DUCT TO DUCT (PINS FASTENED I TO DUCT WITH SCALE: NONE DETAIL "A" NOT APPROVED)ADHESIVE DUCT STRAP HANGER DETAIL NO SCALE job number: DUCT LINING INSTALLATION DETAIL 16-003 7100 SCALE: NCNE / date: SLAB — D a D a D a !, a o a °• p , a a 03.22.24 1 RE ISSUED FOR BUILDING PERMIT d a len D d 4. !� D Q a D MAX. OF 12" TO d a p 4 5 8 BRANCH CONNECTION n ' UNLESS NOTED OTHERWISE CONDENSING UNIT ELECTRICAL SERVICE 1 2 D a 1 BEAM BEAM CLAMP a 4 OR HEAT PUMP (BY E.C.) D 2 a d a RPS CORPORATION MODEL UNIT d D d ALVANIZED SHEET ER-4A(OR EQUAL) RAISED REFRIGERANT PIPING a a TO EVAPORATOR 7 METAL DUCT CANT SURFACE MOUNT STYLE USE RIGID GALVANIZED EQUIPMENT RAILS. (TYP. FOR 6 SUPPLEMENTARY _ — — — — — —— 90 DEGREE ELBOW 2) SECURE TO ROOF DECK. RIPS CORPORATION MODEL STRUCTURAL I N28 (OR EQUAL) PIPE MEMBER PORTALSYSTEM. SECURE L�s I ROOF MEMBRANE TO ROOF DECK. VOLUME DAMPER LOCATED METAL STRAP CLAMP 7 IN ACCESSIBLE LOCATION. (TYPICAL) 2 PLACES PROVIDE ACCESS DOOR OR FIBERGLASS 2 INSULATION PER INSULATED FLEXIBLE DUCT CABLE OPERATOR IF NOT SPECIFICATIONS L 3 (MIN. 2', MAX. 5', NO MORE OPPOSED BLADE THAN ONE 90' BEND) lul 3 4 SHEETMETAL DAv1PER AT NOTE NOTES: SCREWS DIFFUSER 1. SECURE CONDENSING UNTI TO EQUIPMENT SUPPORT NAILER TRANSITION FITTING W/(4) 1/4" LAG BOLTS. SEAL ALL PENETRATIONS 1. H.I.T. OR CADDY BEAM CLIP FOR INSULATE DIFFUSER AS REQUIRED WATER TIGHT. 1. H.I.T. OR CADDY BEAM CLIP FOR APPROPRIATE BEAM THICKNESS. BACK AND SEAL WITH 2. ALL REFRIGERANT PIPING ROOF PENETRATIONS SHALL APPROPRIATE BEAM THICKNESS. � 2. PHILLIPS JS14C (BSA APPROVAL N0. 2. BAND IRON HANGER PER CODE OR SMACNA. VAPOR BARRIER TAPE SUPPLY AIR DIFFUSER BE MADE WEATHER-TIGHT. - f' I 39058 SM) OR EQUAL, OR FORCED 3. TURN UNDER WHEN DUCT IS OVER 47 WIDE. - I ROOF—MOUNTED OUTDOOR UNIT ENTRY FASTENERS. 4. TO BE REPLACED WITH METAL LATH & FIREPROOF PLASTER TO ACHIEVE ORIGINAL FIRE RATING. 3 I SCALE: NONE �of NCW y 4. TURN UNDER WHEN DUCT IS OVER 47 WIDE. 3. BAND IRON HANGER PER CODE OR SMACNA. �P 5. PHILLIPS J38C OR EQUAL 6. THREADED ROD COUPLING. 4� 7. THREADED ROD (SIZE AS REQUIRED 3/8" MIN). TYPICAL DIFFUSER OR GRILLE CONNECTION r .� 8. SCISSOR CLAMP ON REINFORCED ROD. SCALE: NONE METHOD OF HANGING DUCTWORK ARaFZES �Ps�9a NO SCALE 12 x 6 ALUMINUM DUCT W.M.S. status: WELDED COUNTERFLASHING STAINLESS STEEL SCREWS (EXPOSED TO WEATHER) Issued for Buil1 chn a EVERY INCHES. ssued f Permit SOLDER COUNTER copyright: 0 2023 AVGA 14 GAUGE SUPPORT ANGLE FLASHING TO DUCT. ON ALL SIDES. 1 1/2' POCKET SLIP HANGER ROD BOLTED THE COPYRIGHT DRAVINGS,SPECIFICATIONS, AND OTHER DOCUNfu.NTS 1' FLANGE & HEM TO STRUCTURE ABOVE PREPARED BY ANDREW V.GI,"IBERTONE AND ASSOCIATES,ARC]11TECTS,P.C. (FURNISHED AND (AVGA)FOR TI TIS PROJECT,ARF'INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FORT HE USE SOLELY NCTTH RESPECTTO THIS PROJECT.UNLESS INSTALLED BY CONTRACTOR) ANCHOR COUNTER 1 1 2" GALV ROOFING NAIL ® 1 , O.C. > >� DOCUMENTS AND�IS,HAIL RETAIN ALL CO 4AIONLAW,1ST4TUTORS'RANDOIHI'R FLASHING TI CURB I I 4 —0 RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE \V ONER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS VIBRATION ISOLATOR PROJECT, OR FOR TTIE COMILETTON OF THIS PROJECT FOR OTHERS. COUNTERFLASHING ALTERNATE POSITION WHERE SPECIFIED COUNTER FLASHING I ROOF CURB ❑F BOLT BOLT ❑N 4" CENTERS BY HVAC CONTRACTOR I Plotted: %X7ednesd,11•,D1av 29,2024-11:3Ram By: ksrear File: \7100\lira cvr Files 111P,l?NCI,AVI?ti-COTTAGF,ti\7100 115?.d«. DUCT FLEXIBLE MATERIAL HANGER ROD ADJUSTABLE STEEL SEAL I I FLASHING BY G.0 DUCT 18 GUAGE GALV—WELDED 1" X 1/8' BAND IRON AS SPECIFIED (SIZE AS PER SPECIFICATION) PIPE ROLL � I — I 18r, MIN. NEW FLASHING 24" MIN. title: EXISTING ROOFING SHEET METAL AS F.D. Cottages - Mechanica WASHER SPECIFIED FOR PIPE SADDLE OR RIGID FLANGED CONN, 1 1/2' MIN. TO 3' MAX, DUCTWORK INSULATION SECTION GALVANIZED DUCT EXISTING ROOF INSULATION ON FAN OR AIR SHEET METAL AS INSTALLED. 6' Details HANDLING UNIT SPECIFIED FOR NORMAL WITH MAT, TAUT. A.D. EXISTING CORRUGATED DUCTWORK PIPING ROOF DECK � . .. .e _ sca e: s Noted SOLE PLATE drawn: PF RECTANGULAR FLEXIBLE CONNECTION DETAIL (INSULATED PIPING ONLY) NO SCALE SUSPENDED PIPING SUPPORT DUCT PENETRATION/CURB DETAIL NOT TO SCALE M502 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. . ad HAND a a SCH 40 PIPE DAMPER a • ACOUSTICAL LINING 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 SIZES SHALL GIAMBERTONE . . . . MATCH NECK SIZES & ASSOCIATES OPPOSED BLADE 1" DAMPER GASKETED * ARCHITECTS ' (TYP) Lla a WEATHER/FIREPROOF SEALANT TO SIDEWALL ACCESS FLEXIBLE CONNECTIO CEILING DISCHARGE CAP PANEL W/ SCREEN IN-LINE INSTALLATION 62 Elm Street MASONRY WALL IN-LINE CEILING EXHAUST FAN DETAIL CEILING DUFFUSER Huntington, NY 11743 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 fc E M q� FREEMAN ENGINEERING,PLLC 3555 Veterans Memorial Hwy Suite Q r. J Ronkonkoma,NY 11779 PROVIDE ALUMINUM �ti �� W: 631-648-0577 JACKET OVER 26 GA. GALVANIZED s�NEER� INSULATION EXPOSED COVER, SLOPE TO freemaneng@optonline.net EQUIPMENT SUPPORT LEG To WEATHER DRAIN ANCHOR EQUIPMENT SUPPLY DUCT TO SYSTEM BASE PLATE TO CURB WITH LAG SCREWS NEOPRENE WASHER T \ CAULK ALL AROUND� project: BASE PLATE OF �- \ 1" RIGID INSULATION FLEXIBLE CONNECTION EXTERNAL DUCT INSULATION EQUIPMENT SUPPORT LEG \ PREFABRICATED DUCT CLAMP CAP FLASHING SEAL OPENING 1 INSULATED CURB SUCTION AND LIQUID FIELD INSTALLED EVAPORATOR COIL FLEXIBLE DUCT LINED PLENUM FABRICATED SUPPLY PLENUM y� WEATHERTIGHT I ® ® WITH TREATED WOOD REFRIGERANT CONN. (MAX. 5'-O" LONG) �10" WITH 1" THICK DUCT LINING. The Enclaves PROVIDE FLASHING r -1 NAILER //" BETWEEN CURB AND I I SEALED COMBUSTION AIR AND PROVIDE TEDLAR LINING ROOF IN A MANNER I ROOFING EVAPORATOR COIL OVER DUCT LINING. COUNTER FLASHING VENT PIPING, SCHED 40 PVC TO MAINTAIN ROOF ( CONDENSATE DRAIN TO FLOOR DRAIN BASE FLASHING WARRANTY I I INSULATION I ROOFING ROOF INSULATION a .° REFER T PLUMBING RETURN DUCT FROM 10" .a. a GAS CONN., O ( 2" SPIN COLLAR INLET I SYSTEM I I (SEE PLAN FOR SIZE) 56655 Route 2 5 TO PLUMBING CONTROLS ROOF DECK ROOF OPENING FURNACE COND. DRAIN, 3/4" PVC FLEXIBLE CONNECTION Southold, New York PIPE ROOF STRUCTURE, SEE POWER, REFER TO ELECTRICAL RETURN AIR PLENUM ARCHITECTURAL PLANS NOTES: 3"-4" job number: ROOF EQUIPMENT SUPPORT RAIL DETAIL 1. FOR MULTIPLE PIPES, PROVIDE ONE ENCLOSURE, WHERE FEASIBLE. TO FD TO FD SFFSF DIFFUSER ASSEMBLY CTj� 16-003/7100 No SCALE PIPE ROOF PENETRATION ENCLOSURE DETAIL NO SCALE CONDENSATE NEUTRALIZER (SEE SCHEDULE FOR # SLOTS) LAY-IN CEILING CONSTRUCTION ate: FILTER MEDIA, MERV 6, LEAVE VIBRATION ISOLATION (TYP) SECTION VIEW THIS DETAIL BY: DAN G. CLEARANCE FOR REMOVAL APPROVEDDRAIN PAN DATE: 7 8 03 03.22.24 RE-ISSUED FOR BUILDING PERMIT GENERAL INSTALLATION UPFLOW FURNACE W/DX 1" MINIMUM THE FIRE WALL OPENING SHALL BE A MINIMUM OF 1/8" PER FOOT SUPPLY PLENUM AND DIFFUSER DETAIL TYPICAL OVERLAP LARGER THAN THE OVERALL SIZE OF THE DAMPER AND SLEEVE AS- EVAPORATOR COIL DETAIL ON ALL SIDES SEMBLY. THE MAXIMUM OPENING SIZE SHALL NOT EXCEED 1/8" PER SCALE: NONE FOR LAY-IN CEILING �� 1/4" MINIMUM FOOT PLUS 1", NOR SHALL THE OPENING BE LESS THAN 1/4" LARGER OF DAMPER WALL j THAN ANY DAMPER AND SLEEVE ASSEMBLY. NOT TO SCALE 11 __ AS DESCRIBED IN NFPA 90A AND AS DEFINED BY THE APPROPRIATE 11 SMACNA DUCT CONSTRUCTION STANDARD, THE SLEEVE GAGE SHALL BE ITEM DESCRIPTION EQUAL TO OR HEAVIER THAN THE GAGE OF THE DUCT WHEN ONE OR DUCT 1. OPERATOR/ACTUATOR MORE OF THE FOLLOWING DUCT CONNECTIONS ARE USED: PLAIN S-SLIP, FUSIBLE LINK HEMMED S-SLIP, STANDING S-SLIP, REINFORCED STANDING S-SLIP, 1 2. NOT USED INSIDE SLIP JOINT, AND DOUBLE S-SLIP. THE DAMPER IS FASTENED 3. AUXILIARY OPERATING JACK SHAFT TO THE SLEEVE WITH 1/2" WELDS SPACED 8" CENTER TO CENTER AND 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"- 20 BOLTS, NO. 10 SCREWS, OR 1/2" LONG WELDS STAGGERED IN- OF NC-w TERMITTENTLY ON BOTH SIDES. SPACE FASTENERS 6" ON CENTER 6 7 9 AND A MAXIMUM 2" FROM THE ENDS OF THE JOINING SECTIONS OR y�P� � FROM EACH CORNER. WHEN JOINING MULTIPLE DAMPER ASSEMBLIES, a� 10 � 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- ANT IN PLACE TO DISPEL ANY AIR. RO S �/�}r� 8 ANOTHER BEAD OF THE SAME SEALANT SHALL BE APPLIED BETWEEN A4 THE DAMPER AND SLEEVE IN THE SAME MANNER. ONLY ONE SIDE OF OPERATION: A. 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 Buling Permit RESETTABLE LINK, CLOSING FIRE DAMPER. B. SIXTEEN INCHES (405 mm) ON EACH SIDE FOR copyright: © 2023 AVGA B. SMOKE DAMPER MODE: DAMPERS INTENDED FOR USE WITH AN DAMPER SLEEVE SHALL NOT EXTEND MORE THAN 6" BEYOND THE FIRE WALL OR PARTITION AND NOT MORE THAN 9" ON THE OPERATOR/ACT- SMOKE DETECTOR UPON SENSING HEAT/SMOKE ACTUATOR ON ONE SIDE AND A FACTORY THE COPYRIGHT DRANXINGS,SPECIFICATIONS, AND OTHER DOCUMENTS UATOR SIDE. PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. ACTUATES DAMPER MOTOR TO CLOSE DAMPER. INSTALLED ACCESS DOOR ON THE OTHER SIDE. (AVGA)FOR THISPROJFCT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FORT HE USE SOLELY XXITH RESPECT TO THIS PROJECT.UNLESS OTHER\RISE PROVIDED, A`GA SHALL BE DFF.MFD THE AUTHOR OF THESE THESE INSTRUCTIONS COMPLY WITH UNDERWRITERS LABORATORIES DOCUMENTS AND SIIAI.L RETAIN ALLCOMMONLAW,STATUTORY ANDOTTIER APPLICATION RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NO•C BE USED BY 'HIE SAFETY STANDARDS 555 AND 555S. O1XNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS COMBINATION FIRE AND LEAKAGE RATED DAMPERS ARE DESIGNED TO PROJECT, OR FOR THE COMPLETION OF 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 Plotted: tC'ednesd.rv,Ata 9,2024-ll:38am B : kspear TO INSURE OPTIMUM OPERATION AND PERFORMANCE, THE DAMPER BACK TO AC UNIT STARTER CIRCUIT File: 1:\7100\I)raN�ing Fiks\'17IF;1?NCL,IVI?S-CO'1`I'AGI?S\7100 ni5.3.dwg 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 fide' AND MFG INSTRUCTIONS. Cottages - Mechanical 3. DISCONTINUE ACCOUSTIC 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 M503 EXHAUST FAN SCHEDULE GREENHECK AS STANDARD FAN REQUIRED ELECTRICAL APPROX. ID MODEL NO. SERVICE CFM RPM E.S.P. BHP DRIVE NAMEPLATE RLA OPENING V/PH/Hz FLA WEIGHT REMARKS IN. W.G HP W x W WATTS (LBS) TEF-21 THRU TEF-24 SP-13-50 COTTAGES 50 580 .137 - DIRECT - - - 115/1/60 38 - - O 03 05 ©O® EF-SPA SP-A700-VG POOL 407 1389 1 .75 - DIRECT - - - 115/1/60 124 - - O 02 03 T O®® AND R EW V. 10 NEMA 1/NEMA 3R (AS APPLICABLE) DISCONNECT SWITCH Q2 RUN BY TIMECLOCK O3 BACKDRAFT DAMPER T INLINE FAN, MOUNT WITH VIBRATION ISOLATION 05 RUN BY LIGHT SWITCH © CEILING MOUNT 0WITH SPEED CONTROL 0 FURNISH & INSTALL FAN W/VARI GREEN EC MOTOR Q9 WITH CEILING GRILLE ® CEILING HUNG GTAMBERTONE & ASSOCIATES Multi V Indoor Unit Equipment Schedule *ARCHITECTS Tag Model Name Type Nominal Capacity(BTU/h) Air flow rate(CFM) Piping Connections(inch) Power Supply Total Cooling Sensible Cooling Heating Liquid Gas Volts Phase Hz RLA (A) 62 Elm Street AC-COTT-1 ARNU123M1A4 DUCT MIDDLE STATIC 12300 9600 13600 392/328/262 1/4 1/2 208-230V 1Ph 601-lz 1.6 AC-COTT-2 ARNU123M1A4 DUCT MIDDLE STATIC 12300 9600 13600 392/328/262 1/4 1/2 208-230V 1Ph 60Hz 1.6 Huntington, NY 11743 AC-COTT-3 ARNU123M1A4 DUCT MIDDLE STATIC 12300 9600 1 13600 392/328/262 1/4 1 1/2 208-230V 1Ph 60Hz 1.6 AC-COTT-4 ARNU123M1A4 DUCT MIDDLE STATIC 12300 9600 1 13600 392/328/262 1/4 1 1/2 208-230V 1Ph 601-lz 1.6 Telephone: 631.367.0050 Fax: 631.367.6636 Multi V Outdoor Unit Equipment Schedule -Air GiambertoneArchitects.com Location Model Name Type Total Capacity(BTU/h) Efficiency Refrigerant Piping Connections(inch) Power Supply ouuilu power Total Cooling Total Heating Cooling LEER(SEER) Heating COP HSPF) Liquid LP Gas HP Gas Volts Phase Hz MCA A MOP A ACCU-COTT-1 ARUN024GSS4 MULTI V S 24000 27000 17.0 (SEER) 10.0 HSPF R410A 3/8 5/8 208-230V 1Ph 60Hz 20 30 62 ® O ACCU-COTT-2 ARUN024GSS4 MULTI VS 24000 27000 17.0 (SEER) 10.0 HSPF R410A 318 5/8 208-230V 1Ph 601-lz 20 30 62 ACCU-COTT-3 ARUN024GSS4 MULTI V S 24000 27000 17.0 (SEER) 10.0(HSPF) R410A 3/8 5/8 208-230V 1Ph 60Hz 20 30 62 ACCU-COTT-4 ARUN024GSS4 MULTI V S 24000 27000 17.0 SEER 10.0(HSPF) R410A 3/8 5/8 208-230V 1Ph 1 60Hz 1 20 30 62 E M 9ti FREEMAN ENGINEERING,PLLC ,� .. 3555 Veterans Memorial Hwy ,,e� Suite Q Ronkonkoma,NY 11779 W: 631-648-0577 freemaneng@optonline.net project: The Enclaves 56655 Route 25 Southold, New York job number: 16-003/7100 date: 03.22.24 1 RE-ISSUED FOR BUILDING PERMIT or Ncw Y y� ERA F& A�o�SswNP��r�/a� status: Issued for Bddinv Permit copyright: 0 2023 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FORTHIS PROJECT,ARE INS'IRUMF:NTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITI I RESPECT TO TITIS PROJECT.UNLESS O'I P.MNISE PROVIDED, AVGA SILALL BE DEENIED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COAMONLAW,STATUTORY AND OTHER RIESF.RV1iD RIG}ITS THAT THESE DOCUMENTS S}IALI. NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE CONIPLE'TION OF THIS PROJECT FOR OTHERS. Plotted: Wednesday,May 29,2024-11:38am By: ]spear File: J:\7100\Dra«ing Ftles\111E ENCI AWS-COTTAGES\7100 NKI.dwg title: Cottages - Mechanical Schedules scale: As Noted drawn: PF UST AN 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 USB124DD-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 USBII3DD-RM CAPTIVEAIRE 1270 1.500 1610 ODP,PREMIUM l.000 0.5490 3 208 3.1 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 QTY FAN UNIT MODEL # MANUFACTURER CFM ESP RPM ENCL HP BHP PHASE VOLT FLA VELOCITY (LBS) SONES DWG TAG REQUIREMENTS FOR BUILDING SYSTEMS. EXCEPTIONS: UNITARY OR PACKAGED HVAC EQUIPMENT LISTEN IN REVIEW. 1 1 USBI36DD-RM CAPTIVEAIRE 7720 2.500 750 ❑DP,PREMIUM 10.000 4.9490 3 208 1 28.4 1 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 GIAMBEBX"'FLONE 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. MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT. AIR ECONOMIZER SHALL UNDERGO A FUNCTIONAL TEST TO DETERMINE ® ARCHITECTS ID MODEL NO. SERVICE E.S.P. NAMEPLATE ENTERING LEAVING SENSIBLE TOTAL FILTER WEIGHT REMARKS THAT THEY OPERATE IN ACCORDANCE WITH THE MANUFACTURER'S 2. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING CFM RPM I N. W.G BHP DRIVE HP RLA MINIMUM MAXIMUM DB/WB 'F DB/WB 'F CAPACITY CAPACITY V/PH/Hz FLA (LBS) SPECIFICATIONS DETAILS OF CORRECTIVE MEASURES USED OR PROPOSED. MUAU-1 39M0801 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 0 1714 1 MECHANICAL SYSTEMS AND SERVICE-WATER HEATING SYSTEMS PRELIMINARY COMMISSIONING REPORT. 3. FUNCTIONAL PERFORMANCE TEST PROCEDURES USED DURING THE MUAU-2 39M1201 HAFM-D FOOD PREP 6170 2779 4.99 8.8 - - - - - 70.1 84.9/ 56.4/55.9 192.1 208 3 53 1 THE COMMISSIONING AGENT SHALL PREPARE A PRELIMINARY COMMISSIONING AND COMPLETION REQUIREMENTS: COMMISSIONING PROCESS INCLUDING MEASURABLE CRITERIA FOR 62 Elm Street 284.1 - / /60 28.2 22 DOAS-2 39M0601 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 PRIOR TO THE FINAL MECHANICAL AND PLUMBING INSPECTIONS A COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS. THE TEST ACCEPTANCE. COMMISSIONING AUTHORITY SHALL PROVIDE EVIDENCE OF MECHANICAL REPORT SHALL BE ORGANIZED WITH MECHANICAL AND SERVICE HOT EXCEPTION: Huntington, NY 11743 DOAS-3 39MO601 HAFM-D FOOD PREP 2000 4550 4.36 4.1 - - - - - 92.0/74.0 56.5/56. 77.57 121.16 1 - 208/3/60 14.1 1265 1 SYSTEMS COMMISSIONING AND COMPLETION IN ACCORDANCE WITH WATER FINDINGS IN SEPARATE SECTIONS TO ALLOW INDEPENDENT O PROVIDE WITH DUCT MOUNTED GAS FIRED DUCT FURNACE THE PROVISIONS OF THIS SECTION. REVIEW.THE REPORT SHALL BE IDENTIFIED AS"PRELIMINARY DEFERRED TESTING THAT CANNOT BE PERFORMED AT THE TIME OF EXCEPTIONS: THE FOLLOWING SYSTEMS ARE EXEMPT: COMMISSIONING REPORT"AND INCLUDE THE COMPLETED REPORT PREPARATION DUE TO CLIMATIC CONDITIONS. Telephone: 631.367.0050 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: BTU/H COMBINED SERVICE WATER-HEATING AND SPACE-HEATING 1. ITEMIZATION OF DEFICIENCIES FOUND DURING TESTING THAT HAVE 1. NAME AND ADDRESS OF NOT LESS THAN ONE SERVICE AGENCY FOR NOT BEEN CORRECTED ATTHE TIME OF THE REPORT PREPARATION. G INSTALLED EQUIPMENT. ambertoneArchitects.Com CAPACITY. 2. SYSTEMS INCLUDED IN SECTION C403.5 THAT SERVE INDIVIDUAL 2. DEFERRED TESTS THAT CANNOT BE PERFORMED AT THE TIME OF 2. A NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE, REPORT PREPARATION DUE TO CLIMATIC CONDITIONS. DWELLING UNITS AND SLEEPING UNITS. INCLUDING RECOMMENDED SETPOINTS. DX SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE BASIS OF DESIGN CARRIER 3. CLIMATIC CONDITIONED REQUIRED FOR PERFORMANCE OF 3. SUBMITTAL DATA INDICATING ALL SELECTED OPTIONS FOR EACH DEFERRED T 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: 4E E M 9 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 � ti AC-C-5 39S-04 LOWER LEVEL 1600 1668 1.6 1.5 - - - 656 - 2.0/68.4 59.1/59.0 39.6 49.6 - 208/3/60 5.8 10 649 Cl 1. A NARRATIVE DESCRIPTION OF THE ACTIVITIES THAT WILL BE TEST ACCEPTANCE. CLEARLY IDENTIFIED. 3555 Veterans Memorial Hwy AC-1-3 FV4CNF002LO0 FOOD PREP 1150 - 0.75 - - 1/2 4.3 - - 0.0/67.0 59.2/57.6 25.9 34.6 - 208/1/60 16.4 18.7 135 2 ACCOMPLISHED DURING EACH PHASE OF COMMISSIONING -- Suite Q THE FOLLOWING CHECKLIST SHALL BE COMPLETED BY THE BUILDING 5. A SCHEDULE FOR INSPECTING AND RECALIBRATING ALL LIGHTING INCLUDING THE PERSONNEL INTENDED TO ACCOMPLISH EACH OWNER OR OWNER'S AUTHORIZED AGENT: CONTROLS. F Ronkonkoma, NY 11779 AC-1-4 39S-09 DINING 4565 1302 1.6 4.9 - - - 1233 - 79.6/66.9 59.5/57.4 99.1 138.0 - 208/3/60 17.9 30 993 1 ACTIVITY. . REPORT: F, W: 631-648-0577 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 �s,nrE>Ea�� TESTED AND A DESCRIPTION OF THE TESTS TO BE PERFORMED. A REPORT OF TEST RESULTS SHALL BE PROVIDED AND INCLUDE THE freemaneng@optonline.net O1 PROVIDE WITH DUCT MOUNTED GAS FIRED DUCT FURNACE O2 PROVIDE ELECTRIC HEATER KFCEH1601315, 208/3/60, 11.3 KW, 31.3 AMPS ',,�, FOLLOWING: 3. FUNCTIONS TO BE TESTED INCLUDING, BUT NOT LIMITED TO, C,r,MWi0nkV 1. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. CALIBRATIONS AND ECONOMIZER CONTROLS. Commsaio"Plan(Section C4082.1) 2. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING 4. CONDITIONS UNDER WHICH THE TEST WILL BE PERFORMED. (3Ca�rnlsskx"Pianwmu�neA. cons"man ftWesadk"r#gWbyS•cwC40821 DETAILS OF CORRECTIVE MEASURES USED OR PROPOSED. Project: TESTING SHALL AFFIRM WINTER AND SUMMER DESIGN CONDITIONS AND FULL OUTSIDE AIR CONDITIONS. CISM-M,,uOng SM&Vrt"has e*"0"Oe". GAS FIRED FURNACE W/ SPLIT SYSTEM SCHEDULE BASIS OF DESIGN STERLING OPERATIONS AND MAINTENANCE MANUALS 5. MEASURABLE CRITERIA FOR PERFORMANCE. QHv�E+ +tfunceore�Teszngt+astse�ne�sucae Ka�cae�r,eetcnedendk �rt��ng�ss�L«�ere The Enclaves b be 0Wv+5d•d on THE COMMISSIONING AGENT SHALL REVIEW THE OPERATIONS AND GAS HEAT SECTION ELECTRICAL APPROX. SYSTEMS ADJUSTING AND BALANCING MIN MAX ❑WACCw*ch Functional Test: has bme,•a d,it sp*kk de%trW and kkw4v IesuV is sdmdkd to MAINTENANCE MANUALS TO CONFIRM THATTHE FOLLOWING IS ID MODEL NO. SERVICE GAS PRESS. INPUT OUTPUT EAT/LAT TEMP FILTER WEIGHT REMARKS HVAC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH GENERALLY I*Wov'fd''dm INCLUDED: CFM CFM IN. W.G. MBH MBH RISE V/PH/Hz MCA MFS (LBS) ACCEPTED ENGINEERING STANDARDS.THE COMMISSIONING AGENT I]Earwezcrfunc6anal Yes"has be"er+ru+ed Mob,d►{e+rcd and kliew+iptes6ViserheA,kdblx 1. SUBMITTAL DATA STATING EQUIPMENT SIZE AND SELECTED DF-MUAU-1 QVSD300A3K2AK1 OOK5 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 rye«+ TESTING ADJUSTING,AND BALANCING REPORT. OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING DF-MUAU-2 QVSD350A3K2AK1OOK5 FOOD PREP 2,878 12,951 - 350 280 34.0/86.5 42.5 - 115/1/60 2.3 1.9 344 1 ob �FuLcb«ai19"taxtkwm�Wed.Ifa .de4vmd&M ,estf,cs: MAINTENANCE. DF-DOAS-2 QVSD250A3K2AK1OOK5 KITCHEN 2, - - AIR SYSTEMS BALANCING: 56655 Route 25 056 9 251 250 200 10.0/82.0 62.5 115/1/60 2.3 1.9 246 1 2. MANUFACTURER'S OPERATION MANUALS AND MAINTENANCE 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 EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE SHALL BE Ose�wed10aW ,eS ,fu ,�T•sin•sr•u,•x«awea.n>e a�•,de .a•�erw(�,s,v,•rl� asdeabeprwRkWdon: MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING EQUIPPED WITH MEANS FOR AIR BALANCING IN ACCORDANCE WITH THE MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS l DF-C-5 QVSD1 OOA3K2AK1 OOK5 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 Ou 'oQ"d "►%W4M*"hMbeenCMVtftdor �cMW SHALL BE CLEARLY IDENTIFIED. Southold, New York DF-1-4 QVSD350A3K2AK100K5 DINING 2,878 12,951 - 350 280 - 90 - 115/1/60 2.3 1.9 344 1 STATE. [3:lrec,,;�,Cantyh*nN Reped ubTAW b oww w+e inckxfesae;lemmgt vdbys•ctio„Goe2.d 3. NAME AND ADDRESS OF AT LEAST ONE SERVICE AGENCY. DF-1-5 QVSD10OA3K2AK10OK5 FIRST FLOOR 822 3,700 - 100 80 - 90 - 115/1/60 2.3 1.9 173 1 aMW, rsysle t°f°�&ccordfh1° dhft2018IE'° ""o4e1 '" ''"a"i0°"�"ef"` "'0 4. HVAC AND SERVICE HOT WATER CONTROLS SYSTEM MAINTENANCE FUNCTIONAL PERFORMANCE TESTING 'n°�'�"°�""°D"""�Si°"�'o" ''1C°'�'�2oia rEcc. O1 PROVIDE HORIZONTAL CONCENTRIC VENT KIT AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, job number: EQUIPMENT FUNCTIONAL PERFORMANCE TESTING SHALL DEMONSTRATE S74% of8`WV0*?Wo`O+.WSRev"Ofwro Gage SCHEMATICS AND CONTROL SEQUENCE DESCRIPTIONS. DESIRED OR THE INSTALLATION AND OPERATION OF COMPONENTS,SYSTEMS,AND FIGUREC448.2A FIELD DETERMINED SETPOINTS SHALL BE PERMANENTLY RECORDED 1 6-003/71 00 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 4.3 FOLLOWING EMERGENCY CONDITIONS: UNTIL THE CODE OFFICIAL HAS RECEIVED A LETTER OF TRANSMITTAL ELECTRIC APPROX. ELECTRICAL APPROX. FROM THE BUILDING OWNER ACKNOWLEDGING THAT THE BUILDING OR 03.22.24 l RE-ISSUED FOR BUILDING PERMIT ID MODEL NO. SERVICE HEAT DIMENSION WEIGHT REMARKS 1. ALL MODES AS DESCRIBED IN THE SEQUENCE OF OPERATION. OWNER'S AUTHORIZED AGENT HAS RECEIVED THE PRELIMINARY KW WXDxH V/PH/Hz MCA MFS (LBS) ECH-1&2 OCH1202F VESTIBULE 1 2 2.500.5x 208/1/60 8.3 - 10 1 2 O1 INTEGRAL THERMOSTAT Q CEILING MOUNTED WITH SURFACE MOUNTING SLEEVE QCHSM ELECTRIC UNIT HEATER SCHEDULE BASIS OF DESIGN QMARK FAN AIR SIDE ELECTRIC APPROX. ELECTRICAL APPROX. ID MODEL NO. SERVICE NAMEPLATE ENTERING LEAVING AP TOTAL HEAT DIMENSION WEIGHT REMARKS CFM RPM BHP DRIVE HP RLA TEMP .7 TEMP :F FT. WG. MBH KW WXDXH V/PH/Hz MCA MFS (LBS) EUH-1 MUH05-81 MECH RM C16 350 1600 1/100 - - - 40 85 - 17 5.0 14x7.5x16 208/1/60 24 - 27 1 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 - 1 27 0102 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 1 350 11600 1/100 - I - I - 40 85 - 17 5.0 14x7.5x16 208/1/60 24 - 27 1 2 EUH-7 MUH03-81 LINEN ST. CO2A 1 350 11600 1 100 - I - I - 1 40 1 67 1 110.2 3.0 14x7.5x16 208 1 60 14.5 - 27 1 2 O1 INTERNAL THERMOSTAT Q CEILING HUNG = BASIS F DESIGN MARK ELECTRIC WALL HEATER SCHEDULE B s S o D s Q r p. AIR SIDE ELECTRIC APPROX. ELECTRICAL APPROX. ID MODEL NO. SERVICE QTY CFM ENTERING LEAVING TOTAL HEAT DIMENSION WEIGHT REMARKS TEMP :F TEMP .'F MBH WATTS WxDxH V/PH/Hz AMPS (LBS) �ARoFES��A� EWH-4 EWH-5 CWH1202DSF STAIRWELLS 2 1 65 40 75 2.5 750 11"x4"x12 208/1/60 3.61 25.0 1 2 3 4 EWH-1 CWH1208DSF STAIRWELLS 1 65 40 75 1 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 1 5.1 1500 11"x4N12" 208/1/60 7.3 25.0 1 2 3 4 O1 INTEGRAL THERMOSTAT O2 WALL MOUNTED W/ SURFACE MOUNTING KIT @3 FIELD MOUNTED DISCONNECT SWITCH ®TAMPER RESISTANT FRONT COVER - COLOR BY ARCHITECT Issued for Buildin Per1111t copyright: © 2023 AVGA THE COPYRIGHT DRAVINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIANIBERTONE AND ASSOCIATES,ARC]TITECTS,P.C. (AVGA)FOR TI ITS PROJECT,ARE INSTRUMENTS OF AVGA. TI IFSE I)OCUNIENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS MINIMUM PIPE INSULATION 0111EMNISE PRO\7DED, AVGA SHALL BE DEEMED TIIE AUT'ITOR OF THESE MINIMUM DUCTWORK INSULATION DOCUMENTS AND SHALL RETAIN AllCOMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT TURSE DOCUMENTS SHATT NOT BE USED BY THE DUCTWORK FLAME SPREAD SMOKE DEVELOPED INSULATION MEAN MINIMUM INSTALLED NOMINAL PIPE DIAMETER INCHES OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS FLUID TEMPERATURE CONDUCTIVITY RANGE INSULATION MEAN PROJECT, OR FOR I'HE C011APLETION OF THIS PROJECT FOR OTHERS. 1.5 TO < 4 4 TO < 8 LOCATION RATING INDEX RATING TEMP. RATING INSULATION VALUE RANGE (K-VALUE) TEMP. RATING < 1 1 TO < 1.5 8+ INSULATION THICKNESS REQUIRED INCHES Plotted: \C'ednes(i.m,Nlav29,2024-11:38am By: ksPear CONDITIONED SPACE 25 50 75' - 1417 - 200'F 0.25 - 0.29 1257 1.5 1.5 2.0 2.0 2.0 bile: J:\7100\1)riNNinti Files\'1'111?1?N(:LAVI�.S-(,o,rl'AGES\7]00 NI6.2.d", UNCONDITIONED SPACE 25 50 75°F R-8 105'F - 140'F 0.21 - 0.28 1007 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 Cottages - Mechanical CONSERVATION CODE. < 40'F 11-0.20 - 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 ARUN024GSS4 (21.59 kBtu/h)(22.13 kBtu/h) Additional Refrigerant:8.73 Ibs(Precharged Refrigerant:3.97 Ibs) -30.0ft ARNU123M1A4 #AC-COTT-1 AC-COTT-1 3/8:5/8 200.0 ft(0) � (� (12.33/9.79 kBtu/h) (14.06 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%) kBtu/h ACCU-COFT-1 PIPINca SCHEMATIC SCALE: N.T.S. ANDREW Ve GIAMBERTONE & ASSOCIATES ® ARCHITECTS ARUN024GSS4 (21.59 kBtu/h)(22.13 kBtu/h) Additional Refrigerant:8.73 Ibs(Precharged Refrigerant:3.97 Ibs) 62 Elm Street -30.0ft Huntington, NY 11743 3/8:5/8 ARNU123M1A4 #AC-COTT-2 AC-COTT-2 200,0 ft(0) � � (12.33/9.79 kBtu/h) (14.0�6 kBtu/h) --( 0%)/--( 0%)kBtu/h--( 0%) kBtu/h Telephone: 631.367.0050 Fax: 631.367.6636 ACCU-COTT-2 PIPING SCHEMATIC GiambertoneArchitects.com SCALE: N.T.S. E hi 9 FREEMAN ENGINEERING,PLLC 3555 Veterans Memorial Hwy l Suite Q k Ronkonkoma NY 11779 ARUN024GSS4 21.59 kBtu/h 22.13 kBtu/h W: 631-648-0577 ( )( ) C�lYEEB�t, Additional Refrigerant:8.73 Ibs(Precharged Refrigerant:3.97 Ibs) freemaneng@optonline.net 3/8:5/8 -30.0ftARNU123M1A4 #AC-COTT-3 AC-COTT-3 200.0 ft(0) (12.33/9.79 kBtu/h) (14.06 kBtu/h) -( 0%)/--( 0%)kBtu/h--( 0%)kBtu/h project: ACCU-CO17-3 PIPING SCHEMATIC The Enclaves SCALE: N.T.S. 56655 Route 25 Southold, New York job number: ARUN024GSS4 (21.59 kBtu/h)(22.13 kBtu/h) Additional Refrigerant:8.73 Ibs(Precharged Refrigerant:3.97 Ibs) 16-003/7100 3/8:5/8 -30.Oft ARNU123M1A4 #AC-COTT-4 AC-COTT-4 ate. 200.0 ft(0) (12.33/9.79 kBtu/h) (14.06 kBtu/h) L 0%)/--( 0%) kBtu/h--( 0%)kBtu/h ACCU-COTT-4 PIPING SCHEMATIC 03.22.24 � RE-ISSUED FOR BUDDING PERMIT SCALE: N.T.S. ii �O 4'0 status: Issued for BuMing Permit copyright: © 2023 AVGA THE COMMIT DRAVINGS,SPECIFICATIONS, AND OTHER DOCUNfF-NTS PREPARED 13Y ANDREW V.GI AIBERTONE AND ASSOCIATES,ARCI IITECT3,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUNf EN'1'S OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERATSE PROVIDED, AVGA SHALL BE DEEMED TIIE AUTHOR OF THESE DOCUMENTS AND SHALL,RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERNTED RIGHTS THAT TIIESE DOCUMENTS SHALL NOT BE USED BY THI? OWNER, OR OTHERS, ON OCHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE CONIPLF.TION OF THIS PROJECT FOR OTHERS. Plotted: \C'cdnesd.iv,\lay 29,2024-11:3Ram B]: kspear File: J:\7100\Ika tir y l ilcs\'fill?1?NC1„AVl?S-CO'1"1'AGI.ti\7100 D1G.3.d c title: Cottages - Mechanical Schedules scale: As Noted drawn: PF M603 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. OO 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 B3.3,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. 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,WIT-1 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 FRON 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 2'=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 V. 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. GIAMBERTONE 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 a"=1'-0". S.RETURN GRILLES:EXTRUDED ALUMINUM,FIXED HORIZONTAL FINS(45 DEG.),4 INCH SPACING,SIMILAR TO ANEMOSTAT MODEL"X3HD & ASSOCIATES NECESSARY. THE CONTRACTOR SHALL PROVIDE FOR OFFSETS,DROPPING AND RISING OF DUCTWORK AS REQUIRED TO AVOID 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. 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: "WALWORTH"FIG.3699.5 OR EQUAL. ® 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 INC.,MODEL"401". ALUMINUM WIRE SCREEN,NUMBER 14 GAUGE J 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: I. 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 CONTRACTOR'S SUBSTITUTION OF PRODUCTS OTHER THAN THOSE LISTED MAY NOT BE PERMITTED. SUBMITTALS WITH STREET,SIDEWALKS AND PAVEMENTS,FREE FROM MATERIALS AND DEBRIS RESULTING FROM THE 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. AMERICAN SOCIETY OF TESTING AND MATERIALS(ASTM) AND LISTED BY UNDERWRITERS LABORATORIES INC., USING STEINER TUNNEL TEST METHOD FOR FIRE HAZARD CLASSIFICATION OF Telephone: 631.367.0050 SCAFFOLDING AND RIGGING: AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI) 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 MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTING INDUSTRY(MSS). DEVELOPED: MAXIMUM 50. FLAMEPROOFING TREATMENTS SUBJECT TO DETERIORATION FROM MOISTURE OR HUMIDITY ARE NOT Fax: 631.367.G636 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 LABOR 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. INCLUDING,BUT NOT LIMITED TO THE FOLLOWING: D.PIPE MATERIALS AND FITTING MATERIALS SHALL BE AS INDICATED IN SCHEDULE OF PIPE AND FITTING MATERIALS BELOW: REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE OF GENERAL WORK. ALL FREEMAN ENGINEERING,PLLC a. CONDITIONED SPACE:MINIMUM 2"THICK FIBERGLASS BLANKET,WITH FACTORY APPLIED FOIUKRAFT VAPOR BARRIER FACING, V.<?', 6 E M A EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS.CONTRACTOR SURVEYING THE SITE SHALL MAKE ALL SERVICE PIPE MATERIAL FOR TYPE FITTING PRESSURE RATING ti A. ELECTRIC HEATERS AND ACCESSORIES. FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50.DUCT INSULATION SHALL HAVE A MINIMUM OF R-6 INSTALLED INSULATION >_--� NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS FOR PROPER INSTALLATION OF NEW YORK AND INCLUDE ALL THE /WEIGHT OF JOINTS MATERIALS PSI3555 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 �'11_'�', Y HOT WATER TYPE L COPPER b. INDOORS UNCONDITIONED SPACE:MINIMUM 2"THICK FIBERGLASS BLANKET,WITH FACTORY APPLIED FOIUKRAFT VAPOR r Ronkonkoma,NY 11779 C. SPLIT SYSTEM AIR CONDITIONING HEAT PUMP UNITS AND ACCESSORIES. BARRIER FACING,FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50.DUCT INSULATION SHALL HAVE A MINIMUM OF R-8 GUARANTEE: (3 DIA&LESS) W: 631-648-0577 INSTALLED INSULATION VALUE. v D. ALL REQUIRED DUCTWORK AND DUCTWORK ACCESSORIES. �s�NEER�� 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 A 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 RADIATION,FAN COIL UNITS,AIR HANDLING UNITS,FANS,CONTROLS,ETC.,AND ALL ASSOCIATED ACCESSORIES. I. AIR DISTRIBUTION DEVICES. F. NO PIPING SHALL BE LESS THAN 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 BTUANCH/SQ.FT./F/HR AT A C� L. VIBRATION ISOLATION. MEAN TEMPERATURE OF 200 DEGREES FAHRENHEIT. 56655 Route J I. CONDENSATE DRAIN LINE MUST HAVE A DIAMETER EQUAL TO OR GREATER THAN THE EXIT DIAMETER OF THE DRAIN SEAL DEVICE. LINE A.EXCEPT AS OTHERWISE NOTED,ALL DUCT WORK AND SHEET METAL WORK SHALL BE IN ACCORDANCE WITH LATEST EDITION OF SHEET LENGTH MUST BE SHORTEST PATH TO CONDENSATE DISPOSAL AREA,AND MUST BE SLOPED AWAY FROM THE DRAIN SEAL AT A RATE M. IDENTIFICATION,LABELS,TAGS AND VALVE CHARTS. METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION INC.(SMACNA)"DUCT MANUAL AND SHEET METAL CONSTRUCTION 1„ 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 8 PER FOOT. ANNEALED STEEL WIRE ON SQUARE OR RECTANGULAR SURFACES OR 2'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. J. PROVIDE DIELECTRIC FITTINGS AT CONNECTIONS OF DISSIMILAR MATERIALS TO EFFECTIVELY ISOLATE FERROUS FROM NON-FERROUS CENTERS ON CYLINDRICAL AREAS.WHERE REQUIRED,WELDED STUDS,CLIPS OR ANGLES SHALL BE PROVIDED AS ANCHORS FOR Southold New York 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. 'J� �] (AS PER SMACNA RECOMMENDED GUIDELINES) STANDARDS AND FITTED WITH SEMI FINISHED HEXAGON MACHINE BOLTS AND NUTS PROPER NUMBER AND SIZE. � �-O O J� / � OO R. PIPING TESTS. OVER THE INSULATION,1"HEXAGONAL MESH WIRE SHALL BE TIGHTLY STRETCHED IN PLACE WITH EDGES LACED TOGETHER. FINISH M. MAKE SCREW JOLTS 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 4"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: 31"THRU 54" 22 N. REFRIGERANT PIPING INSTALLATION SHALL BE IN ACCORDANCE WITH THE AIR CONDITIONING MANUFACTURERS WRITTEN T. SUBMISSION OF ALL SHOP DRAWINGS AND SAMPLES LISTED HEREIN. INSTRUCTIONS E. PIPE INSULATION: . U. SUBMISSION OF ALL RECORD AND AS-BUILT DRAWINGS. D.DUCTWORK SHALL HAVE PRESSURE-VELOCITY CLASSIFICATIONS AS FOLLOW: 1. NO PIPING IS TO BE INSULATED UNTIL ALL TESTS DESCRIBED ABOVE HAVE BEEN SUCCESSFULLY PASSED. 03.22.24 RE-ISSUED FOR BUILDING PERMIT DUCT CONSTRUCTION CLASS STATIC PRESSURE RATING PRESSURE SMACNA LEAKAGE CLASS WATER SYSTEM SPECIALTIES-GENERAL: V. SUBMISSION OF ALL BALANCING REPORTS. 2. FIBERGLASS,MOLDED,ONE PIECE,MAXIMUM.26 K-FACTOR AT 75 DEGREES F.MEAN TEMPERATURE,VAPOR SEALED. 2" 2" POS.OR NEG. 6 A. ALL PIPING SHALL BE SO PITCHED THAT ALL AIR IN THE SYSTEM CAN BE VENTED THROUGH AUTOMATIC AIR VENTS. ALL PIPING 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 I, THE MAINS FOR UPFEED AND THE BOTTOM OF THE MAINS FOR DOWNFEED AT EITHER A 45 DEGREE ANGLE OR A 90 DEGREE ANGLE FOIL. X. EQUIPMENT START-UP AND TRAINING OF OWNER'S STAFF. z 2 POS.OR NEG. 6 FROM HORIZONTAL PLANE. PIPING SHALL BE INSTALLED SO AS TO AVOID TRAPPING OF AIR. NO PIPING SHALL BE LESS THAN 2 INCH 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 UNLESS OTHERWISE NOTED. FOR PIPE SIZES NOT INDICATED ON PLANS, SEE MANUFACTURER'S EQUIPMENT CONNECTION DETAILS, 4. DENSITY OF ALL FIBERGLASS PIPING INSULATION SHALL NOT BE LESS THAN 3 LBS/CU.FT. SECTIONAL AREA OF DUCTWORK SHOWN ON DRAWINGS. PROVIDE FITTINGS FOR CHANGE IN PIPE SIZE FOR FINAL CONNECTION AT EQUIPMENT REQUIRED. PROVIDE UNION CONNECTIONS AT TIME OF 4 YEARS AND QUARTERLY PREVENTIVE MAINTENANCE(CHANGE OF FILTERS,ETC.)FOR A PERIOD OF ONE YEAR FOR ALL EACH PIECE OF EQUIPMENT AND ON EACH SIDE OF ALL VALVES. PROVIDE VALVED AND CAPPED CONNECTIONS AT ALL POINTS IN 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 TO A SPECIFIC SIZE,SHAPE AND THICKNESS FOR THE SPECIFIC FITTING INVOLVED. FITTING COVERS SHALL BE SUITABLE FOR PAINTING. 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. 6. ALL INSULATION SHALL BE IN CONFORMANCE WITH LATEST U.L.AND NFPA 90A REQUIREMENTS. DISSIMILAR METALS: SEPARATE DISSIMILAR METALS USED FOR DUCTWORK WITH 10 OZ.CANVAS IMPREGNATED WITH ZINC CHROMATE. AA. SECURE PERMITS,LICENSES AND CERTIFICATES,PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED CERTIFYING COMPLIANCE WITH G.G.NE SEPARATION IS REQUIRED BETWEEN SCREWS OR RIVETS AND THE MATERIALS THEY ARE INSERTED IN. 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 CLOSED CELL ELASTOMERIC INSULATION IN TUBULAR FORM,SIMILAR TO ARMAFLEX. ALL OUTDOOR EXPOSED PIPING TO BE PAINTED COMMENCEMENT OF ALL WORK. H.SEALING REQUIREMENTS FOR CLASS A,LEAKAGE CLASS 6,GALVANIZED,NON WELDED ALUMINUM OR NON WELDED STAINLESS STEEL D. PROVIDE AS REQUIRED:AUTOMATIC AIR VENTS,MANUAL AIR VENTS,AND RELIEF AIR VALVES. 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 CC.ALL POWER WIRING AS CONTROL WIRING. 1. TRANSVERSE JOINTS ISOLATING GASKETS,SLEEVES AND WASHERS BETWEEN FLANGES,BOLTS AND NUTS. STAPLES). a.DURING ASSEMBLY SEAL ALL FLANGED TRANSVERSE JOINTS WITH SEALING TAPE OF QUALITY EQUAL TO HARDCAST INC. 1902-FR. F. PROVIDE z INCH DRAIN VALVE AND CAPPED CONNECTIONS AT LOW POINTS. PROVIDE a INCH CAPPED CONNECTION FOR DRAINING 9. CONDENSATE DISCHARGE PIPING SHALL BE INSULATED WITH Z"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 CONTRACTOR. 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. 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 1 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 H. INSTALL EXPANSION TANKS FOR HEATING WATER SYSTEMS. PIECES OF APPARATUS AND APPURTENANCES AND THEIR CONNECTIONS. THIS CONTRACTOR SHALL,AS PART OF THE CONTRACT, a. SEAL ALL LONGITUDINAL SEAMS DURING DUCTWORK WITH HARDCAST INC.COLD SEAL 1001 OR APPROVED EQUAL SIZE MINIMUM INSULATION THICKNESS(INCHES) 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 2"AND UP 2" LOCATIONS OF FIXTURES AND EQUIPMENT INCLUDING TYPES AND QUANTITIES. a. SEAL ALL DUCT JOINTS AT TAKEOFFS,ACCESS DOORS,DAMPER BEARING PENETRATIONS(VENTLOK HIVEL 641 AND 609),AND ,.",-OrpF�K'y A. 2014 NEW YORK CITY BUILDING CODES. 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: c4t1C FR , I. CONSTRUCTION: EXPANSION PROVISIONS: A. AUTOMATIC CONDENSATE VERTICAL PUMPS. '� 4� ., * r r. 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 t 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). ffI D. SMACNA MANUALS AS APPLICABLE. 10 2.INSTALL DRIVE SLIPS ON AIR LEAVING SIDE OF DUCT WITH SHEET METAL SCREWS ON 6"CENTERS. SWINGS. fiOA ti•0. E. NATIONAL FIRE PROTECTION ASSOCIATION. P�S�� 'C o 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 C. SIMILAR TO LITTLE GIANT N0.VCL-45S, UL LISTED,115 VOLTS,115 HP,3.5 AMPS,15 FT HEAD,389 GALLONS PER HOUR CAPACITY. Rp�S ✓� / 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: A. REFER TO EQUIPMENT MANUFACTURERS FOR ALL REQUIRE METER,GAUGES,INDICATORS,THERMOMETERS AND PRESSURE GAUGES ALL REFRIGERATION WORK,INCLUDING THE CHARGING AND/OR RECLAIMING OF 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 AMME:NDED BY LOCAL JURISDICTION. EXPANSION JOINTS,OFFSET,ETC. mit EXAMINATION OF EXISTING CONDITIONS: 2.MAKE TRANSVERSE JOINTS,FIELD CONNECTIONS,COLLAR ATTACHMENTS AND FLEXIBLE CONNECTIONS TO DUCT AND EQUIPMENT B. PRESSURE GAUGES: Issue for Bd( in Per WITH SHEET METAL SCREWS OR BOLTS AND NUTS.DO NOT USE RIVETS AND STAPLES. PIPE HANGERS: Copyright: © 2023 AVGA 1. INSTALL PRESSURE GAUGES AT INLET AND OUTLET OF EACH PUMP AND HEAT EXCHANGER AND WHEREVER SHOWN ON DRAWINGS. BEFORE SUBMITTING PROPOSALS BIDDERS SHALL VISIT THE SITE AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING 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 DRAn1NGS,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 ANDREA'V.GIANfBI!RTONE AND ASSOCIA�n,S,ARCHITECTS,P.0 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 MAY BE MADE WITH GALVANIZED GASKETED FRAME AND ANGLE DUCT FOLLOWING DIAMETERS AND LATER CLAIMS FOR LABOR OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN ARE FORTHFORT PROJECT,ARE INSTRUMENTS of AVGA. HS PR DOCUMENTS ARE SERVICES FOR T HE UST?SOLELY NCTnI RESPECT TO TIIIS PROJECT.UNLESS 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, OTHERVISE PROVIDED, AVGA sILkLL BE DEEMED M'AUTHOR OF TI IESE FORESEEN HAD SUCH AN EXAMINATION BEEN MADE,AS DETERMINED BY THE ARCHITECT,WILL NOT BE RECOGNIZED. DUCT JOINTS SHALL NOT BE USED FOR DUCT 16 GA.AND HEAVIER,NOR FOR 23 GA.AND LIGHTER. PIPE SIZE ROD DIAMETER MAXIMUM SPACING DOCUMENTS AND SHALL RETAIN ALL CONMON1.AW,STATUTORY AND OTHER ASHCROFT,OR APPROVED EQUAL. RESERVED RIGHTS THAT THESE DOCUMENTS sxAla. NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PERMITS AND CERTIFICATES: g„ „ PROJECT, OR FOR THE CO'NIPLEnON OF 1111S PROJECT FOR OTHERS. g 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" Plotted: XX'cdncsdaJ,Nta}.29,202 t-11:38am BY: 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" 2' 8'-0" C. THERMOMETERS: File: J:�7100\DraNNing l;l�s\'rttE ENc;1,AVF,S-CCPI`r,iGliS�7100 b17.td,cg 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. 2. THERMOMETERS SHALL BE OF SEPARABLE L 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 SPUTTER VANES WHEN REQUIRED.WHEN CENTERLINE RADIUS(R)DIVIDED BY 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 SPUTTER VANES: RAN BETWEEN 1.49 AND 0.7=1;RIW 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;R/W BETWEEN 0.59 AND 0.55=3.MINIMUM INSIDE RADIUS(NOT CENTERLINE)SHALL BE 2".INSTALL VANES IN CONTRACT DOCUMENTS. Cottages - 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 4PPROVAL. 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 REQUIRINr,SUBMISSION,INCLUDE BUT NOT 3.FOR ROUND DUCTWORK PROVIDE STAMPED ELBOWS,WITH CENTERLINE RADII EQUAL TO 1-1/2 TIMES DUCT DIAMETER,OR GORED LIMITED MATERIALS THE FOLLOWING: ELBOWS AS FOLLOWS: PIPING TESTS: 4. INSTALL ALL PIPE MOUNTED THERMOMETERS IN THERMOWELLS FILLED WITH HEAT TRANSFER COMPOUND. Specifications- 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 DIA M TER. SITHERMOWELLS SO THAT TIP OF STEM IS AT LEAST MIDSPAN OF THE PIPE CROSS SECTION BUT B.AIR CONDITIONING AND AIR HANDLING EQUIPMENT. 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. 0°-36° 2 D.HANGERS AND SUPPORT INCLUDING VIBRATION ISOLATION EQUIPMENT. 370 90' 3 B. TESTS: NO TEST SHALL BE STARTED UNTIL SYSTEMS HAVE BEEN CLEANED. PROVIDE TEMPORARY PIPING AND CONNECTIONS FOR VIBRATION ISOLATION: drawn: PI' E.SHEET METAL STANDARDS AND DETAILS. 73 - 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.DLICTWOR.KLAYOUT. 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. M. ROUND DUCTWORK: ACCORDANCE WITH THE REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. J. DAMPERS(ALL TYPES). C. ALL PIPING INSTALLED SHALL BE TESTED AS DESCRIBED BELOW. 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 -M-7 0 1 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 EE 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. I. 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 PRODUCE 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 GIAMBERTONE 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 END FITTINGS ISOLATED FROM ANCHOR PLATES BY F. MECHANICAL CONTRACTOR SHALL INSTALL ALL AUTOMATIC CONTROL VALVES,THERMOSTATS,THERMOSTAT SUBBASES,SAFETY ,Q MEANS 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 SUBCONTRACTOR VC, ASSOCIATES SUBMITTALS TO INCLUDE TEST REPORTS. MASON TYPE MFTNC SUPERFLEX. UNDER THE SUPERVISION OF THE AUTOMATIC CONTROL CONTRACTOR. 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 WRITTEN INSTRUCTIONS. BY KIDDIE&COLOR 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 OF 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 FRAMING AS REQUIRED. Telephone: 631.367.0050 SHALL BE PROVIDED WITH LAMACOID PLATES,WHICH INDICATE SYSTEM SERVED. EACH MARKER BACKGROUND IS TO BE COLOR CODED 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 ® O 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. V, E 4.9 FREEMAN ENGINEERING,PLLC GAUGE GALVANIZED STEEL WITH LOCK LONGITUDINAL SEAMS,OR APPROVED PLASTIC PIPE. ti G. CONTRACTOR TO COORDINATE EXACT LOCATION OF ALL EQUIPMENT,DUCT ROUTING WITH ARCHITECT,BUILDING OWNER AND OTHER 3555 Veterans Memorial Hwy B. DUCT SLEEVES AND OPENINGS: SLEEVES THROUGH FLOORS,THROUGH EXTERIOR,STRUCTURAL AND FIRE RATED CONSTRUCTION TRADES. Suite Q AND THROUGH SMOKE PARTITIONS THAT REQUIRE SMOKE DAMPERS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE FOR ROUND EQUIPMENT START UP AND TESTING: I Ronkonkoma,NY 11779 DUCT AND SHALL MEET SMACNA FIRE DAMPER AND HEAT STOP GUIDE FOR RECTANGULAR AND FLAT OVAL DUCTS. FIREPROOF PACKING SHALL BE APPLIED TO SEAL ANY OPENINGS BETWEEN SLEEVE AND WALL. MATERIALS SHALL MAINTAIN THE FIRE RATING W: 631-648-0577 A. UPON COMPLETION OF ALL SYSTEMS,PROVIDE THE SERVICES OF AN EXPERIENCED AND COMPETENT MANUFACTURER'S �;` ? d 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 DE BUG ANY PROBLEMS. PROVIDE TEMPORARY FILTERS TO �s�NEER�� WALLS,PARTITIONS AND OTHER FIRE RATED CONSTRUCTION THAT DO NOT REQUIRE SMOKE DAMPERS SHALL MEET NFPA 90A, freemaneng@optonline.net SECTION 3-3.8. ELIMINATE CONSTRUCTION AND DEBRIS. INSTALL PERMENANT FILTERS PRIOR TO BUILDING OCCUPANCY BY OWNER. 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 EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THAT ALL SYSTEM USED AS THE INSULATION MATERIAL. 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 WILCOX);CERAMIC FIBER BLANKET (FIBERFRAX BY STANDARD OIL)OR FIRE RATED MINERAL WOOL(THERMARBER BY USG). ACCEPTABLE FIREPROOF CAULKS SHALL BE TRAINING: SILICONE(FIRESTOP BY DOW CORNING,HILTI CS240); CERAMIC FIBER(FYREPUTTY 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: EQUIPMENT AND SERVICES FOR BALANCING AND ADJUSTING OF MECHANICAL SYSTEMS. SUBMIT Southold, New York A. PROVIDE QUALIFIED PERSONNEL Q 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. B. SUBMIT PROCEDURES,RECORDING FORMS,AND TEST EQUIPMENT FOR REVIEW PRIOR TO BALANCING,AS FOLLOWS: O number: 1. BALANCING PROCEDURE OR SEQUENCE AS CONTAINED HEREIN. 1 6-0 03/710 0 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. 03.22.24 Al RE-ISSUED FOR BUILDING PERMIT C. BALANCING SHALL NOT BEGIN UNTIL ALL SYSTEMS HAVE BEEN INSTALLED COMPLETELY AND ARE CAPABLE OF NORMAL OPERATION. AIR SYSTEM BALANCING: A. A TESTING AGENCY CERTIFIED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU(NEBB)OR THE TESTING,ADJUSTING,AND BALANCING BUREAU(TABB)SHALL BALANCE,ADJUST AND TEST MOTORS,SYSTEMS,AIR MOVING EQUIPMENT AND DISTRIBUTION, SUPPLY,RETURN AND EXHAUST SYSTEMS,PER THE REQUIREMENTS BELOW,UP TO 3 SEPARATE TIMES TO SATISFY THE REQUIREMENTS OF THE ENGINEER: 1. ADJUST BLOWER RPM TO DESIGN REQUIREMENTS AND RECORD. TEST AND RECORD MOTOR FULL LOAD AMPERES.CONTRACTOR SHALL REPLACE SHEAVES AND PULLEYS AS NECESSARY TO ACHIEVE THE SPECIFIED PERFORMANCE. 2. MAKE PITOT TUBE TRANSVERSE OF MAIN SUPPLY,RETURN AND EXHAUST AND OBTAIN DESIGN CFM AT FANS. 3. TEST AND RECORD SYSTEM STATIC PRESSURE SUCTION AND DISCHARGE. 4. TEST AND RECORD ENTERING AIR TEMPERATURES. 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 10%OF DESIGN FLOW SHOWN IN DRAWINGS. b. READJUST AIR VOLUMES AFTER OCCUPANCY, AS REQUIRED TO PROPERLY BALANCE HEATING AND CODLING 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. OF �'�'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 r LOADS THROUGHOUT CONDITIONED AREAS. 7. ADJUST TOILET EXHAUST AND RELIEF AIR SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS WITHIN 10%OF DESIGN 4d• � FLOW. ARO S 40 8. ADJUST MISCELLANEOUS VENTILATION SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS AND DUTLETS WITHIN 10%OF 14 Of DESIGN FLOW. status: a. BALANCING REPORT MUST BE PROVIDED ON AABC-TYPE FORMS. Issued for Building Permit b. COMPILE TEST DATA AND SUBMIT TO ARCHITECT FOR APPROVAL. copyright: © 2023 AVGA c. IF QUESTIONS ARISE,TESTS OR PORTIONS OF TESTS SHALL BE REPEATED IN PRESENCE OF ARCHITECT. THE COPYRIGHT DRAVINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCI IITECTS,P.C. WATER BALANCING AND ADJUSTING: (AVGA)rORTIIIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR THE USE SOLELY XX9TH RESPECT TO'PHIS PROJECT.UNLESS A. MAKE ADJUSTMENTS AS REQUIRED TO DELIVER WATER VOLUMES AT COILS AND EQUIPMENT WITHIN A MAXIMUM OF 5%OF DESIGN OTHER)VISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCFLOW,OR AS REQUIRED TO PROPERLY BALANCE COOLING AND HEATING LOADS THROUGHOUT CONDITIONED AREAS. RESERVED R AND SHALL RETAIN OCUMENIONLA L STATUTORY U ANDOTI HE RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OXXNER, 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 THIS PROJECT FOR OTHERS. Plotted: \Xlednesd.iy,\lay 29,2024-11:38am By: ksrear C. REPORTS ON SYSTEM PERFORMANCE SHALL INCLUDE: He: J:\7100\Dra«in;riles\'rl lr.ENCI.AVIS-CO'rI'AGE'S\7100�f7.2.aNvg 1. MANUFACTURER,SIZE,TYPE,LOCATION INCLUDING ROOM NUMBER,AND ZONE OF EACH COIL AND PIECE OF EQUIPMENT. 2. DESIGN AN ACTUAL WATER FLOW. title: 3. COMPLETE NAMEPLATE DATA FOR EACH PIECE OF EQUIPMENT REPORTED. Cottages - Mechanical 4. COMPLETE IDENTIFICATION OF DATA. AUTOMATIC CONTROLS: S e ifications 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. UNfT TO CYCLE ON AND OFF TO MAINTAfN 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. M762 4. HEATING SYSTEM: PROVIDE ELECTRONIC BOILER CONTROL WITH DOMESTIC HOT WATER PRIORITY. SYMBOL LIST LIGHTING CONTROL SCHEDULE GENERAL NOTES: ABBREVIATIONS: COOPER LIGHTING - WAVELINX WIRED CONTROL PANEL, DEVICES AND ACCESSORIES ARE BASE OF DESIGN SYMBOL DESCRIPTION FOR LIGHTING CONTROL, UNLESS OTHERWISE NOTED. CONSULT VENDOR FOR DETAILS. 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF NATIONAL ELECTRIC CODE (NEC), BUILDING CODE OF NEW A AMPERE FA FIRE ALARM MTG MOUNTING Symbol Model Number Description YORK STATE AND ALL OTHER APPLICABLE LOCAL CODES. AC AIR CONDITIONING UNIT FACP FIRE ALARM CONTROL PANEL MTR MOTOR GENERAL 2. THE MINIMUM SIZE WIRE SHALL BE #12 COPPER AND ALL WIRE SHALL BE ENCLOSED IN CONDUIT WITH A MINIMUM SIZE OF 3/4" ACC AIR COOLED CONDENSING UNIT FDR FEEDER NC NORMALLY CLOSED J� HOME RUN. NO. OF ARROWS INDICTED NO. F IIL*-**** ****Custom Panel information per model**** U.O.N ON SCHEDULES, RISER DIAGRAM OR SITE PLAN. OF CIRCUITS IL*-**** AIC AMPERE INTERRUPTING CAPACITY FIN FLR FINISHED FLOOR NIC NOT IN CONTRACT HASH MARKS INDICATE #12 AWG CONDUCTORS IN iLumin+ wallstation, 4 small Buttons, white Finish, 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH RESPONSIBLE TRADES TO CUT, PATCH AND REPAIR ALL WALL, FLOOR AND FDW-4TS6-W Control Bus Loop Connection, Custom Engraved Buttons Available CEILING PENETRATIONS AS NEEDED, TO MATCH. AHU AIR HANDLING UNIT FIXT FIXTURE NO NORMALLY OPEN EXCESS OF TWO (U.O.N.). FDW4 Q JUNCTION BOX EXPOSED OF WALL MTD iLumin+ wallstation, 4 Small Buttons, Raise/Lower, White Finish, 4. ALL FIRE RATED WALL PENETRATIONS MUST BE FIRE STOPPED, INCLUDING ANY AR PIPING, CONDUIT, CABLE TRAYS, ETC. AFF ABOVE FINISHED FLOOR FBO FURNISHED BY OTHERS NTS NOT TO SCALE FDW-4TS6-RL-W Control Bus Loop Connection Custom Engraved Buttons Available , LIGHTING & APPLIANCE PANELBOARD SURFACE MOUNTED FDW4-RL 5. PROVIDE ALL REQUIRED PULLBOXES AND MISCELLANEOUS HARDWARE FOR ALL CONDUIT RUNS. ALL CONDUITS SHALL BE PROPERLY ANN ANNUNCIATOR FLA FULL LOAD AMPERES OC ON CENTER 101 GMDS Greengate Momentary Decorator Switch SUPPORTED. ARF ABOVE RAISED FLOOR FLR FLOOR P POLE -' - LIGHTING & APPLIANCE PANELBOARD RECESSED MOUNTED GMDS 6. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. AWG AMERICAN WIRE GAUGE FLUOR FLUORESCENT PB PULL BOX Ixt/ MOTOR, NUMERICAL INDICATES HORSEPOWER OR WATTAGE D FDW-2TL6-RL-W iLumin+ wallstation, 2 Large Buttons, Raise/Lower, White Finish, 7, BALANCE PANELBOARD LOADS EQUALLY OVER ALL PHASES. Control Bus Loop Connection, Custom Engraved Buttons Available BKR BREAKER FDW2-RL GRID GROUND PH PHASE (0) 30A DISCONNECT SWITCH. TOP NUMBER INDICATES FRAME SIZE 8. UNLESS OTHERWISE NOTED, ALL EQUIPMENT INSTALLED INDOORS SHALL HAVE NEVIA 1 ENCLOSURE AND ALL EQUIPMENT INSTALLED ANDREW Vo 3P BOTTOM INDICATES NUMBER OF POLES I BLDG BUILDING GFCI GROUND FAULT FDW-ITL6-W iLumin+ wallstation, 1 Large Button, white Finish, OUTDOORS SHALL HAVE NEMA 3R ENCLOSURES. PNL PANEL ❑, 30AF FUSED DISCONNECT SWITCH. TOP NUMBER INDICATES FDW1 Control Bus Loop Connection, Custom Engraved Buttons Available CIRCUIT INTERRUPTING 20AT C CONDUIT OR CONTACTOR PWR POWER GIAMBEDI\TONE SWITCH RATING. LOWER NUMBER INDICATES FUSE SIZE D 9. PROVIDE LIQUIDTITE FLEXIBLE CONDUIT CONNECTIONS AT ALL EQUIPMENT SUBJECT TO VIBRATION. GFI GROUND FAULT iLumin+ wallstation 1 Large Button Raise/Lower White Finish COMBINATION HOA STARTER/DISCONNECT SWITCH FDW1-RL FDW-ITL6-RL-W Control Bus Loop Connection, Custom Engraved Buttons Available CAB CABINET CIRCUIT INTERRUPTING R RELOCATED � FURNISHED BY OTHER TRADE CONTRACTOR AND TO BE _ 10. ALL PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT FURNISHED OR UTILIZED UNDER THIS PROJECT SHALL BE PROVIDED WIRED BY ELECTRICIAN. 30A-3P RATED, U.O.N. Digital to Analog Converter, Controls any Standard 0-10V Dimmable WITH PHENOLIC NAMEPLATES INDICATING THE PANEL NAME AND WHERE IT IS FED FROM. CB CIRCUIT BREAKER HC HUNG CEILING RECPT RECEPTACLE & ASSOCIATES L_JJ FLT-DAC-DALI-DC2 MOTORIZED DAMPER (FURNISHED BY OTHERS) Fixture using Control Bus Signal. 4.5A Max Load. DAc 11. CIRCUIT NUMBERS SHOWN ON PLANS ARE FOR REFERENCE PURPOSES ONLY. CKT CIRCUIT HH HANDHOLE RGS RIGID STEEL CONDUIT Mom- �, p a FLT-SP-MV-DC2 Control Bus Power Pack, Provides Power to Low Voltage Sensors,pp 12. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. CLG CEILING HP HORSEPOWER RM ROOM ® ARCHITECTS � FIRE/SMOKE DAMPER OR SMOKE DAMPER (F.B.0) FLT-SP Supports up to 5 Greengate Occupancy/Vacancy Sensors --0 - CLOS CLOSET RTU ROOF TOP UNIT DOUBLE POLE SINGLE THROW SWITCH RATED FOR MIN. 15. THE DETERMINED BUILDING SEISMIC DESIGN CATEGORY IS "B". THIS PORTION OF THE PROJECT IS EXEMPT FROM SEISMIC HR HOUR SDPST 20A-24OVAC, UNLESS OTHERWISE NOTED. �' SP20-RD4 120/277V Switchpack CONSTRAINTS AS PER BUILDING CODE OF NEW YORK STATE, SECTION: 1613 AND ASCE-7 CHAPTER 13." COMM COMMUNICATIONS SD SMOKE DETECTOR HT HEIGHT 62 Elm Street ST MOTOR THERMAL SWITCH 16. WHERE APPLICABLE, POWER PANEL DIRECTORIES MUST BE UPDATED TO INDICATE NEW CIRCUITS. CONT CONTINUATION SPEC SPECIFICATION ONW-D-1001-MV-W Wall Mount, Dual Technology Occupancy Sensor HZ HERTZ Huntington, NY 11743 O SURFACE OR PENDANT MTD POWER J-BOX W/ SINGLE ONW 17. ALL EXISTING LIGHTING/EQUIPMENT/DEVICES AND ASSOCIATED CIRCUITRY NOT SHOWN ON THESE DRAWINGS SHALL REMAIN UNLESS CORR CORRIDOR IG ISOLATED GROUND SPKLR SPRINKLER POLE SWITCH FOR LOCAL POWER DISCONNECT OTHERWISE NOTED. CONTRACTOR SHALL REWORK EXISTING WIRING TO MAINTAIN SERVICE TO EXISTING DEVICES NOT AFFECTED BY Pic (2) WALL/COLUMN MOUNTED J-BOXES WITH POWER AND IT va VNW-D-1001-MV-W wall Mount, Dual Technology Vacancy Sensor THIS WORK. CNTR CONTROL IMC INTERMEDIATE METALLIC SS STAINLESS STEEL Telephone: 631.367.��5� FEEDS TO WORKSTATIONS OR SYSTEM FURNITURE CONDUIT Fax: 631.367.6636 18. CONTRACTOR SHALL RELOCATE EXISTING DEVICES (IE. OUTLETS, SWITCHES, ETC.) AS NOTED ON THE DRAWINGS. IF DEVICE APPEARS CMPTR COMPUTER SW SWITCH PAC FLOOR RECESSED 2hrs RATED POKE-THRU FOR POWER AND OAC-DT-1000 Ceiling Mount, Dual Tech Occupancy Sensor. 1000 sq. ft. Range FAULTY OR DAMAGE BY VISUAL INSPECTION, CONTRACTOR SHALL NOTIFY FIELD REPRESENTATIVE AND SHALL REPLACE DEVICE WITH INCAND INCANDESCENT COMMUNICATION FEED TO FURNITURE ASSEMBLY. DT NEW OF SAME MODEL AND RATING. CONTRACTOR SHALL INCLUDE A UNIT PRICE AS PART OF HIS BID FOR REPLACEMENT OF EACH CT COUNTER TOP SWGR SWITCH GEAR DEVICE IN-KIND NOTED ON DRAWING TO BE RELOCATED. J JUNCTION BOX GiambertoneArchitects.com POWER ESRN UL924 Emergency Lighting Automatic Load Control Relay, 20 Amp SPST, CU COPPER TB TERMINAL BLOCK Universal 120-277 vac, 0-10 Vdc Dimmer Override, Dry Contact Fire Alarm JB JUNCTION BOX 19. ANY DISCREPANCIES SHALL BE DIRECTED TO ARCHITECT PRIOR TO BIDDING. WHERE DISCREPANCIES CANNOT BE RESOLVED PRIOR D/S DISCONNECT SWITCH TC TIME CLOCK DUPLEX RECEPTACLE - 20A/125V TAMPER RESISTANT. LINE VOLTAGE 20A-240VAC HOSPITALITY KEY CARD SWITCH. TO SUBMITTING BIDS, CONTRACTOR TO PROCEED BASED ON MORE COSTLY OR RESTRICTIVE INTERPRETATION. KCMIL THOUSAND CIRCULAR MILS DECORA STYLE IN ALL PUBLIC AND COMMON SPACES. S 'MK'DENOTES MASTER SWITCH TO ENABLE AND DISABLE OPERATION OF ALL LIGHTS AND MK SWITCH RECEPTACLES WITHIN HOTEL GUEST ROOM DN DOWN TEL TELEPHONE QUAD RECEPTACLE - 20A/125V TAMPER RESISTANT. GROUNDING NOTES: KVA KILOVOLT AMPERE DECORA STYLE IN ALL PUBLIC AND COMMON SPACES. DWG DRAWING KW KILOWATT TRANS TRANSFORMER FREEMAN ENGINEERING,PLLC �m DUPLEX RECEPTACLE WITH (2) USB PORTS (TYPE-A AND 1. GROUND ALL ELECTRICAL WORK IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE VERSION OF NATIONAL ELECTRIC CODE (NEC) AND DG DIESEL GENERATOR TYP TYPICAL �� 94, Z) TYPE-C) 20A/125V DECORA STYLE; TAMPER RESISTANCE OTHER APPLICABLE STANDARDS. LRA LOCKED ROTOR AMPERE 04 3555 Veterans Memorial Hwy GFI DUPLEX RECEPTACLE W/ GROUND FAULT CIRCUIT E EXISTING TO REMAIN UH UNIT HEATER f .. Suite Q Q OR Q-P INTERRUPTER 20A/120V DECORA STYLE; TAMPER RESISTANCE 2. INSTALLED ELECTRIC SERVICE SHALL BE PROVIDED WITH GROUNDING ELECTRODE SYSTEVI AND GROUNDING ELECTRODE CONDUCTORS AS LTG LIGHTING % Ronkonkoma NY 11779 / REQUIRED BY ARTICLE 250 PART III OF APPLICABLE VERSION OF NATIONAL ELECTRIC CODE. EC EMPTY CONDUIT LION UNLESS OTHERWISE NOTED : W: 631-648-0577 QUAD RECEPTACLE W/ GROUND FAULT CIRCUIT INTERRUPTER 20A/120V LIGHTING CONTROL NOTES: 3. ALL BRANCH CIRCUITS REQUIRED SHALL CONSIST OF DESIGNATED, INSULATED GREEN EQUIPMENT GROUNDING CONDUCTORS. EG EQUIPMENT GROUND MAX MAXIMUM UPS UNINTERRUPTABLE �NEE freemaneng@optonline.net SINGLE RECEPTACLE 20A/120V MCA MINIMUM CIRCUIT AMPERE POWER SUPPLY 4. ALL EQUIPMENT GROUND CABLE SHALL BE STRANDED COPPER WITH TYPE THWN INSULATION AND GREEN OUTER INSULATION JACKET. ELECT ELECTRICAL 1. LIGHTING CONTROL WAS DESIGNED AND SPECIFIED TO MEET APPLICABLE REQUIREMENTS OF SPECIAL RECEPTACLE; NEMA TYPE AS INDICATED ON DWG. CHAPTER 4 OF THE 2015 IECC SECTION C403, C404, C405 AND THE REQUIREMENTS OF SECTION MCB MAIN CIRCUIT BREAKER V VOLT OR VOLTAGE C406.3 AND C408.3 AS AMENDED BY THE 2017 SUPPLEMENT TO THE ENERGY CONSERVATION 5. GROUNDING CONDUCTORS LARGER THAN #6 SHALL HAVE A MINIMUM BENDING RADIUS OF 12". GROUNDING CONDUCTORS #6 OR EMERG EMERGENCY ect: DUPLEX RECEPTACLE. UPPER OUTLET SWITCHED; LOWER CONSTRUCTION CODE OF NEW YORK STATE. SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". MCC MOTOR CONTROL CENTER VIF VERIFY IN FIELD pr0 OUTLET WITH CONSTANT POWER 20A/125V DECORA STYLE; EMT ELECTRICAL METALLIC TUBING TAMPER RESISTANCE 2. REFER TO FLOOR PLAN DRAWINGS FOR DEVICES LAYOUT, DRAWING E-001 FOR SYMBOLS AND 6. ALL GROUND CONNECTORS SHALL BE TO A CLEANED AND BRIGHTENED METALLIC SURFACE. UTILIZE STAR WASHERS AT GROUND MER MECHANICAL EQUIPMENT ROOM W WATT POWER FLOOR BOX; DUPLEX OR QUAD; FLUSH MTD, UNLESS SPECIFICATION AND EN DRAWINGS FOR LIGHTING DENSITY CALCULATIONS. CONNECTIONS. EQPT EQUIPMENT , The Enclaves MH MANHOLE W WITH NOTED WITH 'S' FOR SURFACE MTD; REFER TO DRAWING KEY 3. EQUAL PERFORMANCE LIGHTING CONTROL EQUIPMENT AND DEVICES ARE ALLOWED ON THIS 7. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC ER EXISTING TO BE RELOCATED NOTE FOR SPECIFICATION PROJECT, UPON PRIOR ENGINEER OF RECORD OR OWNER REVIEW AND APPROVAL. CONTRACTOR CONDITIONS. MIN MINIMUM W/0 WITHOUT MUST SUBMIT FOR REVIEW A COMPLETE PACKAGE, WHICH AMONG OTHER MUST INCLUDE EVC ELECTRICAL VEHICLE CONTROL EQUIPMENT AND DEVICES CUT SHEETS; LAYOUT OF ALL COMPONENTS WITH CIRCUITS 8. UNLESS EQUIPMENT GROUNDING CONDUCTOR IS INSTALLED, ALL CONDUITS TO BE GROUNDED USING BONDING BUSHINGS AT EACH END. CHARGING STATION MLO MAIN LUGS ONLY WP WEATHERPROOF ON LIGHTING DESIGN DRAWINGS. EXIST EXISTING MOCP MAXIMUM OVERCURRENT 9. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. XP EXPLOSION PROOF 4. PROPOSED LIGHTING CONTROL EQUIPMENT AND DEVICES SHALL BE EVALUATED BY THE LISTED PROTECTION 56655 Route 25 VENDOORDERRFOR THE LIGHTINGCONTROLY, THE R SHALL SYSTEM TOODIFY PERFORM SPECIFICATIONS INDICATEDDINBILL OF SEQUE SEQURIAL, IN ENCES AND/OR INSTALLATION NOTES: MTD MOUNTED CONTROL NOTES. Southold, New York 5. CONTRACTOR SHALL RUN ALL REQUIRED CIRCUITS (POWER, CONTROL AND LOW VOLTAGE), 1. MECHANICAL CONTRACTOR (MC) WILL SUPPLY MECHANICAL EQUIPMENT WITH BUILT-IN OR SEPARATE DISCONNECT SWITCHES AND/OR MOTOR INCLUDING Cat5e OR Cat6 WIRES BETWEEN VARIOUS LIGHTING CONTROL EQUIPMENT, DEVICES STARTERS WHEN DIRECTED ON MECHANICAL DRAWINGS (FLOOR PLANS AND/OR EQUIPMENT SCHEDULE). ELECTRICAL CONTRACTOR (EC) WILL AND COMPONENTS, IN ORDER TO ARCHIVE CONTROL OPERATION INDICATED. ALL WIRES SHALL BE SUPPLY DISCONNECTS WHERE INDICATED ON THESE DRAWINGS. job number: ENCLOSED IN CONDUITS. 2. ELECTRICIAN TO PROVIDE ALL POWER FEEDS TO FANS, LOUVERS AND DAMPERS, RELAYS, ETC. ELECTRICIAN TO COORDINATE WITH MECHANICAL 6. LOCATE AND AIM ALL SENSORS TO ARCHIVE BEST DETECTION AND CONTROL PERFORMANCE. CONTRACTOR QUANTITY OF REQUIRED AUXILIARY CONTACTS NEEDED FOR SPECIFIED SYSTEM CONTROL. MECHANICAL CONTRACTOR TO FURNISH 16-003/7100 AND INSTALL ALL LOW VOLTAGE CIRCUITS TO MECHANICAL EQUIPMENT FOR NECESSARY CONTROL. 7. OCCUPANCY SENSING DEVICES SHALL BE SET TO TURN OFF LIGHTS FIFTEEN (15) MINUTES 3. BASED ON A POWER SYSTEM STUDY REPORT, ELECTRICIAN OR ASSOCIATED SUB IS RESPONSIBLE FOR OCPD TRIP SETTING ADJUSTMENTS, date: AFTER AN ACTIVITY IS NOT DETECTED. PROGRAMMING OF LOGIC CONTROLLERS, PROTECTIVE RELAY(S), CONTROL DEVICES AND SHUNT TRIP MECHANISM(S). IN ADDITION, ELECTRICIAN 8. PROVIDE NECESSARY POWER SUPPLIES, POWER PACKS, ETC.1. ALL POWER PACK LOCATION SHALL PLACE ALL 'Arc-Fault' WARNING LABELS (PRINTED BY OTHERS). INDICATED FOR REFERENCE ONLY. IN RNNISH SPACES COMPONENTS SHALL BE CONCEALED 03.22.24 RF-ISSUED FOR BUILDING PERMIT (ABOVE HUNG CEILING OR IN OTHER ACCESSIBLE PLACES). COORDINATE LOCATION IN FIELD. SUBMITTAL AND CALCULATIONS REQUIREMENTS 9. ALL LIGHTING LINE VOLTAGE LOW VOLTAGE CONNECTIONS SHALL BE TAGGED WITH CIRCUIT NUMBER. ALL Cat 5e CONNECTIONS SHALL BE TERMINATED AND IN RJ-45 CONNECTOR AND TAGGED. 1. IN ADDITION TO THE SHOP DRAWING SUBMITTAL REQUIRED FOR THE ELECTRICAL SERVICE ENTRY AND DISTRIBUTION EQUIPMENT, ELECTRICAL GENERAL THE ELECTRICAL CONTRACTOR SHALL PREPARE AND INCLUDE THE FOLLOWING FOR THE PROJECT DESIGN ENGINEER REVIEW AND 10.CONTROL SYSTEM MUST BE TESTED AND CALIBRATED AT THE END OF THE CONSTRUCTION. THE APPROVAL PRIOR TO RELEASING ANY EQUIPMENT FOR FABRICATION: DESCRIPTION OF WORK SCOPE INSTALLER SHALL PROVIDE A TRAINING SESSION TO BUILDING MAINTENANCE PERSONNEL. a. SHORT CIRCUIT CALCULATION 11.AFTER 3 MONTHS OF SYSTEM USE, THE INSTALLER AND VENDOR ARE REQUIRED TO COME BACK b. COORDINATION STUDY, UTILIZING THE PROPOSED TO BE INSTALLED EQUIPMENT ON SITE TO PERFORM THE CONTROL SYSTEM CHECKING, CALIBRATION AND ADJUSTMENTS BASED C. ARC FLASH STUDY. ON THE OWNER INPUTS. FOR DETAILS AND REQUIREMENT REFER TO PROJECT WRITTEN SPECIFICATIONS: SHORT CIRCUIT STUDIES; COORDINATION STUDIES AND ARC-FLASH HAZARD ANALYSIS INSTALLATION OF NEW ELECTRICAL SYSTEMS INCLUDING BUT NOT LIMITED TO THE SHOP DRAWINGS SUBMITTAL WITHOUT ABOVE CALCULATIONS AND/OR REPORTS SHALL BE CONSIDERED INCOMPLETE, AND ELECTRICAL AND MECHANICAL EQUIPMENT, RECEPTACLES, LIGHTING, LIGHTING RETURNED WITHOUT ACTION TO THE ELECTRICAL CONTRACTOR. CONTROLS, CIRCUITRY, ETC. 2. BASED ON THE ABOVE CALCULATIONS, ALL LSI CIRCUIT BREAKERS SHALL BE SET/ADJUSTED ACCORDINGLY BY THIS CONTRACTOR. 3. PROVIDE ARC-FAULT WARNING LABELS AND AFFIX THEM ON ALL ELECTRICAL EQUIPMENT PER NEC REQUIREMENTS COMMISSIONING NOTES: 1. COMMISSIONING IS REQUIRED FOR "LIGHTING SYSTEM FUNCTIONAL TESTING" IN ACCORDANCE WITH LATEST NEW YORK STATE ENERGY DRAWING NO. TITLE CONSERVATION CODE; SECTION C408. EO.1 COTTAGES - ELECTRICAL SYMBOLS AND GENERAL NOTES 2. IN ACCORDANCE WITH SECTION C408.3.2 "DOCUMENTATION REQUIREMENTS", THE ELECTRICIAN IS TO PROVIDE DOCUMENTS CERTIFYING THAT E1.0 COTTAGES - ELECTRICAL SITE PLAN THE INSTALLED LIGHTING CONTROLS MEET DOCUMENTED PERFORMANCE CRITERIA OF THE NYSECC; SECTION C405. ALL REQUIRED DOCUMENTS E2.2c COTTAGES - ELECTRICAL FIRST FLOOR PLANS AND EVIDENCES ARE TO BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS FROM THE DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. E5.1 COTTAGES - ELECTRICAL DETAILS �Eor NCW y E5.2 COTTAGES - ELECTRICAL DETAILS E5.3 COTTAGES - ELECTRICAL DETAILS r E6.1 COTTAGES - ELECTRICAL RISER DIAGRAM E7.1 COTTAGES - ELECTRICAL SPECIFICATIONS a. ssto�P� status: Issued for Bddiuy Permit copyright: © 2023 AVGA THE COPYRIGHT DRA\VINGS,SPECIFICATIONS, AND OU117'R DOCUMENTS PREPARED BY ANDREW V.GIAMBF,RTONF AND ASSOCIATES,ARCHITECTS,P.C. (.AVGA)FOR TIIIS PROJECT,ARE INS4RUn1ENTS OF AVGA. TI IESE DOCUMENTS ARE SPRVICES FOR T I TE USE SOLELY IVIFI I RESPECT TO THIS PROJECT. UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DP;EMFD THE AUTIIOR OF THESE DOCUMENTS AND SHALI,RETATN ALL COMMONL W STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SI IAII. NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTITERS. 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LOCATION ❑ 1 i /ill'` (� — r —� °❑ ❑ ® a Q 0 0 0❑ o° '-s A1,9 FREEMAN ENGINEERING,PLLC - 1 ❑❑ N04 4520 W _. _. .... ;,° Veterans Memorial z ° ° Hwy et W V0 0110 ,," Suite Q 4 P—C2/11 O O O O - ❑❑❑ J ❑ ❑❑ Ronkonkoma,NY 11779 It ---5 �, ❑ i 1 aP PP PP PP PP o ❑ a a a �; w: 631-648-0577 'zt0 l y y y 0110 freemaneng@optonline.net o� ❑❑ ❑❑❑ To ° °°° I oc ' y y y y y y °° LAND NOW OR FORMERLY OF i - EUGEN TOMASIC & MIRELLA TOMASIC project: S.C.T.M. NO. 1000-63-03-14 0 0 (IMPROVED, CONNECTED TO PUBLIC WATER) Z y y y 4 0 0 0❑❑ i� y yyy yyyyy °° ❑ °°° I The Enclaves 1 P—C4/11 i BB PP PP PP PP o o °o I16 ❑❑alit co 1 11� y y y y y LID[ W❑ 1 o y y y y >❑ Q❑ LI RR y yyED I ❑❑❑ � (na❑❑ LOCUST LANE ° ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑ Q ❑ 1 PROPERTY � y y y � yyy " � -" y �� ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ GRASS PAVED WALKWAY ,❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ � ❑ yy y LINE Z yy y yyy yyyyy yy tom_ "-- PROPOSED FIRE HYDRANT o o ° o ' yy y y ❑° °°° ------ ------- 56655 Route 25 :i y y 1 T ❑❑ ❑❑❑ t% y ❑ ❑❑❑ J y y y y ` °°° °°°°❑°°°° �� °°°°°°°❑°°°°°°° ❑°❑ LAND NOW OR FORMERLY OF ` y y y y `�, C9 ® �❑❑❑❑❑❑ ❑❑ ❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑ % y y y i/ -- c °0 Southold New York iy y , yy i ❑ y y y y y ❑ JANET L. RYAN ❑❑❑ ❑ t O °°°°° ❑ S.C.T.M. NO. 1000-63-03-13 l ❑o❑0000° =0 (IMPROVED,CONNECTED TO PUBLIC WATER) �❑oo❑o❑° job number: l ❑ ❑ ❑❑❑❑❑ 0000000oo° GRASS PAVERS °°O° 16-003 7100 �i00 � -- � -- - - - - ---- -- ----- - date. .... ........ .__.. ..-----...._._._...____-............................ _ N05 '50"W l 616.57 ��, 03,22.24 RE-ISSUED FOR BUILDING PERMIT -- ----------- 04.10.24 ISSUED FOR ADDENDUM 11 l LAND NOW OR FORMERLY OF I li CHARLES W. WITZKE ._. _ _•_ --' S.C.T.M. NO. 1000-63-03-28.1 N05°30'50"w (IMPROVED, CONNECTED TO PUBLIC WATER) 51.34' Site Plan SCALE: 1/16"= 1'-0" OF HCW .y status: Issued for BuMing Permit copyright: 0 2023 AVGA THE COPYRIGHT DRA)X'NGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDRI SU'V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR TI IIS PROJECT,ARE INSTRUMENTS OF AVGA. TIIESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY VTTH RESPFCT TO THIS PROJECT.UNLESS OTITERVISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENT'S AND SHALL RETAIN ALLCOMNIONLAW,STATUTORY ANDOTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OIX:VER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR 'YHE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Wednesdac,May 29,2024-11:34am By: ksPear Pile: ):\7100\Dran7ng Files\'I'I II?1sNCI.AVI?S-CO"1`I'AGf?�\7100 E1.O.d rg title: O KEY NOTES SHEET NOTES Cottages - Electrical 1. POWER FOR HOT TUB BACK TO RESPECTIVE COTTAGE LOAD CENTER 1. ALL EXTERIOR LIGHTING TO BE CONTROLLED BY PHOTOCELL AND SHUT Site Plan — SEE SCHEDULE ON E6.1 OFF WHEN DAYLIGHT SATISFIES LIGHTING NEEDS 2. COORDINATE AMOUNT OF LIGHTING CONTROL DEVICES (POWER PACKS, scale: As Noted DAYLIGHT SENSORS, ETC) NEEDED TO ACHIEVE DESIRED CONTROL drawn: KD K�l SCHEME WITH LIGHTING CONTROL VENDOR. 3. ALL EXTERIOR LIGHTING SHALL BE WIRED WITH #10 FOR VOLTAGE DROP. 1190 T. MATGHLINE "B_' _ _ _ _ _ _ MATGHLINE "B" MATGHLINE "B_' _ _ _ _ _ _ MATGHLINE "B' ANDREW V. �' GIAMBERTONE 1� = = = �I & ASSOCIATES I- = = -- -I I- = - = -, ARCHITECTS I� - - = r, T �1 P-C1/6 1�T _ = _ -f11 P-C1 7 9 ACCU-COTT-1 = _ = 1 = _ = I / , 2P O�P—C1 1� _ _ _ T1 = _ _ �1 62 Elm Street WP p I'T _ _ _ TIO KEY NOTES - - - Huntington, NY 11743 Q FDW2 L p IT --I v CKT 1 -C1/8,10 I _ _ _ I N DLY I - - — _I III_ - - - I-II 1. POWER FOR POINT OF USE HWH ABOVE CEILING - COORDINATE WITH EZPDAC I— — — — I Telephone: 631.367.0050 IT _ _ _ �I PLUMBING FOR FINAL LOCATION. I� - - - �I COTTAGE I COTTAGE #I _ _ = Fax: 631.367.6636 151 X AC COTT Lim • C1 = = = 151 X O . O - - - TIL _ I' O TUB g TUB SHR. VT _ _ _ _ POWER SHEET NOTES sP i - _ — = i GiambertoneArchitects.com _ EW GHAR6 G • G�• A #I I— — — — r CHARGING I O GO �ATH #1 STATiO ISIa = 1. CONTRACTOR TO COORDINATE WITH KITCHEN DESIGNER FOR FINAL STATION 151a RECEPTACLE HEIGHTS AND MOUNTING IN KITCHEN AREAS. - - - - - --C 2. ALL OUTLETS WITHIN KITCHEN & BAR AREA SHALL BE GFI PROTECTED FREEMAN ENGINEERING,PLLC 3. ALL RECEPTACLES IN GUEST ROOM AND PUBLIC ACCESSIBLE COMMON I- - - - -I eE E M A SPACES SHALL BE LISTED TAMPER-RESISTANT TYPE IN ACCORDANCE IT I �` 3555 Veterans Memorial H - I WITH NEC 406.12. P-C2/6 I �'Y I- = = = -I Suite ACCU COTT-2 T 4. ALL 120VAC 15A AND 20A BRANCH CIRCUITS SUPPLYING POWER TO �T . )3 �. Ronkonkoma, NY 11779 0 30A P-C2/7,9 ( I GUEST ROOM OUTLETS AND DEVICES LIGHTS AND RECEPTACLES I = _ = I ? - - I = _ = I ( ) W: 631 648 0577 P-C2 yyp 2P SHALL FED FROM COMBINATION-TYPE Arc-Fault CIRCUIT BREAKER s/NEER�e�v - _ - - 40 (AFCI TYPE), UNLESS NOTED OTHERWISE. S KS� — - - - - � freemaneng@optonline.net Q O I C El FDW2 LEI I • -C 8,10 5. IF DESIRED, NONMETALLIC-SHEATHED CABLE TYPES NM, NMC AND DAC . _ _ _ v CKT 1 Err = _ = ,rl NMS ARE PERMITTED ON THIS PROJECT, ASSUMING THIS FACILITY OTTAGE #2 DETERMINED AND PERMITTED STRUCTURE TYPE(S), PERMITTED COTTAGE #2 prO�ect: I52 - - - I INSTALLATION LOCATIONS AND METHODS ARE IN COMPLIANCE WITH 152 XX 2 III- - - - -I X I- - - - -I AC-COTT 1,T = _ _ rI ARTICLE 334 OF 2017 National Electric Code (NEC) ��-�-- O _ _ _ I _ _ I The Enclaves # I F _ _ _ I 6. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATION DETAILS 5P _ _ _ I- - - - —I ILLUSTRATION LOCATIONS AND MOUNTING HEIGHT OF ALL ELECTRICAL • - AND COMMUNICATION RECEPTACLES AND DEVICES WITHIN EACH UNIT. I O Co �d ATH # I r GHARG G I mac. T GEC�A # = — = STATIO 152a _ _ _ I CHARGING � — — — STATION 152a -i 7. THROUGHOUT FACILITY ALL RECEPTACLES AND LIGHTS SWITCHES T - - 4 1 COVERS PLATES SHALL BE LABELED PER DETAIL ON DRAWING _- _ _ ;; , ,, _ — - - - - - = _ = I E-501.00. _ -- _ = _ = ►_ _ _ _ _, - = = = -I 56655 Route 25 8. COORDINATE FINAL LOCATION OF ALL APPLIANCES AND FURNITURE PRIOR ANY ROUGH-IN. Southold, New York - - = - -I ,/� - - - - -I 9. UNLESS NOTED OTHERWISE, ELEVATION HEIGHT OF All ELECTRICAL ACCU-COTT-3 DEVICES PER ARCHITECTURAL OR INTERIOR DESIGNER DRAWINGS. 'CT' P-C3 30A P-C3/7,9 I _ _ _ I DENOTES DEVICES LOCATED ABOVE COUNTER TOP LEVEL WP 2P 1- _ _ _ -I (APPROXIMATE ±42" AFF) (TYPICAL NOTE) I- _ _ _ -I job number: 42 10. ALL ELECTRICAL BOXES AND IT OUTLETS LOCATED IN GUEST ROOM — - _ _ - - � - AND COMMON AREAS DEMISING WALLS AND ELECTRICAL BOXES IN �--,� MIS�" = - 16 003/7100 O El _ - - - - CEILING SHALL BE COMPLETELY WRAPPED USING MOLDABLE PLTTY DAC Q FDW2- CKT 1 -C /8.10 I'T = _ _ �1 PADS (MPP+ by 3M or Approved Equal) TO HELP CONTROL N I GorrAGE #3 I _ _ _ I ACOUSTICAL NOISE. IN ADDITION, FOR ALL RECEPTACLES, SWITCHES COTTAGE #3 date: x q�155 I- - - - -I AND IT DATA/PHONE OUTLETS LOCATED ON DEMISING WALLS PROVIDE 153 - - - - —I TT 3 • , IT _ _ _ �I A WALL PLATE GASKET, WHICH FORMS ACOUSTICAL SEAL BETWEEN X 1 G IT _ _ _ �I 1 - '� I - - - I WALL AND COVER PLATE. USE Box Seal manufactured by STC Sound - - - I 03.22.24 RE ISSUED FOR BUILDING PERMIT Control or Approved Equal). I— — — — —I 04.10.24 ISSUED FOR ADDENDUM 1 I • T SE❑•A # = = = I — GHARG G CHARGING O GO BATH #3 STATIO 153a IT _ _ _ I LIGHTING SHEET NOTES STATION 1. REFER TO LIGHTING CONTROL KEY NOTES x AND TABLE ON THIS DRAWING FOR REQUIRED LIGHTING CONTROL IN DESIGNATED SPACE II 2. REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATION, MOUNTING IIIII- - - - I—II TYPE AND OTHER REQUIREMENTS. P-C4/6 ACCU-COTT-4 I = _ = 3. REFER TO E-2.0 SERIES OF DRAWINGS FOR ELECTRICAL EQUIPMENT = _ = P-C4 O�a P C4 7,9 _ _ _ _ _ - _ _ yyp 2P I� - _ _ �I PANELS AND INVERTER LOCATION AND DESIGNATIONS I� _ _ 4. ALL SURFACE, PENDANT LIGHTS AND WALL SCONCES SHALL BE _ _ _ _ - INSTALLED PER ARCHITECTURAL DRAWINGS DIMENSIONS, DETAILS SMKS B= El - - - ELEVATIONS AND LIGHTING SCHEDULE. TV ,ten FDW2 L p 1: _ _ = �I DAC DAC I 5. REFERENCE LIGHTING CONTROL KEY NOTES FOR SPECIFIED CONTROL COTTAGE #4 I'T _ _ _ �I WITHIN EACH DESIGNATED AREA OR ROOM. COTTAGE #4 I� X — 4 I = _ = I U X 154 AC COTT _ 6. PROVIDE NECESSARY POWER AND LIGHTING CONTROL CIRCUITS Cat 5e O (.5 TON) ( DAC + OR Cat 6). CONSULT LIGHTING CONTROL MANUFACTURER/VENDOR FOR = _ = \ # = _ _ ( NECESSARY COMPONENTS AND INSTALLATION MANUALS. SEE NOTES ON _ _ E-001.00 � GHARG G I • GEMA # G! I I O GO GEEIATH #4 - STATID Ida I� _ — _ �I CHARGING 154a _ _ _ 7. UNLESS INDICATED ON THIS DRAWING, REFER TO ELECTRICAL PANEL STATION or INC - SCHEDULES FOR BRANCH CIRCUIT ASSIGN CIRCUIT BREAKER AND WIRES ��YAp� SPECIFICATION. ---- - --- ---- ------ -- cI ' 1 T 8. INSTALL ALL BRANCH CIRCUIT PER NATIONAL ELECTRICAL CODE r . ACCEPTABLE MEANS AND METHODS. 9. ALL LIGHTING BRANCH CIRCUIT SHALL UTILIZE MINIMUM 2#12+1#12EGC �4A�'o Ss�io�� X Y CONDUCTORS, UNLESS OTHERWISE INDICATED. X Y 10. DRAWINGS INDICATE LIGHTING CONTROL INTENT - CONTRACTOR TO status: 1 Cotta es - First Floor Power Plan COORDINATE WITH LIGHTING VENDOR FOR ADDITIONAL REQUIRED LIGHTING 1 Cott es - First Floor Lighting Plan CONTROL DEVICES (POWER PACKS, CONTROLLERS, ADDITIONAL SENSORS, Issued for Buildin Permit E2.2c SCALE: 1/8"= 1'-0" ETC) TO ACHIEVE DESIRED LIGHTING CONTROL SCHEME ON FLOOR E2.2c SCALE: 1/8"= 1'-0" PLANS. copyright: © 2023 AVGA THE COPYRIGHT DRAVINGS,SPECIFICATIONS, AND OTHIT DOCUMENTS X LIGHTING CONTROL KEY NOTES Q 4 q Q Q PREPARED BY ANDREW V.GIASOLE IERTONE AND ASSOCIATES,ARCHITECTS,F.C. O q p- ---- - p --—— — q p p — AARE SERVICESIIFORT I USE SOLELY NZTTIT�RFS ECTTO THIS PROJECT DOCUMENTS FSS O - —_ - ._ __ ——_----___ ___ ___---- r i , OTHERNNISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE I DOCUMENTS AND SHALL RETAIN ALLCONIMONLA'k,STATUTORY ANDOTEIER — --- — RESERVED RIGHTS THAT THESE DOCUMENTS SHALE. NO"1'BE USED BY TIIE CONTROL/SEQUENCE DESCRIPTION NYS ECC SECTION o-- �„ i ONINER, OR OTHERS, ON OTHER PRCJFCTS FOR ADDITIONS TO THIS o-- 1 -- ---! -- — PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. SLEEPING UNITS (ie: GUEST ROOMS) PERMENTALLY INSTALLED C405.2.4(2) ? -- - { ' - ®- --- -- - o-- � + • ° '! — 1'l,ttcd: X'ednesda ,\]ap 29,2024-1135mn BI: kspear LUMINAIRES AND SWITCHED RECEPTACLES. (Exception) File: J:\7100\1)rz�ing l iles\'I'I IE ENCI,i1VE,S-CUI'I'AGI?S\7100152.2.d\<<g O MANUAL LOCAL CONTROL OF ALL LIGHTS AND SWITCHED RECEPTACLES. MASTER CONTROL (ENABLE AND DISABLE POWER TO ALL GUEST ROOM LIGHTS AND SWITCHED RECEPTACLES) BY a -- HOSPITALITY KEYCARD SWITCH; BRANCH CIRCUIT POWER AUTO OFF AFTER 30 SECONDS DELAY FROM REMOVAL OF KEYCARD. ---- fide; - Cottages - Electrical First Floor Plans i - scale: As Noted -- - -� drawn: I� ------L � ` _i --. 66 Ke Plan Y ___ -- GROUND BAR PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY : w COMPARTMENT COMPARTMENT COMPARTMENT COMPARTMENT CONDUITS o ? >> 8 8 EECIRCC[RRHNfGM 46II2 c�B� ® ® TRANSFORMER P M :2 C) DOORS REMOVED - - - - - - 11- - - - — --- - TOP AT GRADE FOR CLARITY [nc ❑2c A B � BppA ® a (8'—D"X8'-0") / ® mn © Fzn ® HIC H2C ■ ® / �©� 1 [3 U I GRAD ® IIIR Oa , I MIA H2A I .-- IHIB M28 36" 2 PCBS I XG X, x2 X3 1 PAD O 2"MIN. I ® GROUND O II O r' CONNECTORS 2—HOLE TERMINAL I \ JAM N TS GROUND PAD I PRIMAR / TOP OF POLE CONDUITS FN0° PCB'S I PRIMAR O O O 1 101 O O O sIDE MAX. 20 —0 So" ANDREW V. 00 00 O #6 AWG BARE Cu #6 AWG SECONDARY #2 AWG SOLID Cu BARE Cu CONDUITS LIGHT POLE SECONDARY GROUNDING STRIP z UJ > GIAMBERTONE SIDE "x8' COPPERJ0- ' z> HANDHOLE WITH GROUND ROD (TYPICAL) o 12 o GASKETED COVER (TYPICAL) GROUND ROD 24" MINIMUM 3/4" CHAMFER & ASSOCIATES BONDING & GROUNDING NOTES: CONNECT TO Bus FOUNDATION WALL WHERE SUBJECT TYP FOR 2) TO VEHICLE FINISH GRADE SECONDARY- TRAFFIC . ARCHITECTS 1. FORM A GROUNDING HARNESS BY USING #2 AWG SOLID COPPER WIRE TO CONDUITS FOOTING » (7'-7" X 9'-6") 2 CONNECT EACH GROUND LUG (BELOW EACH PRIMARY BUSHING), THE PRIMARY HARD DRAWN STEEL COMPARTMENT GROUND PAD AND THE SECONDARY COMPARTMENT GROUND PAD. ANCHOR BOLTS (PER 62 Elm Street 2. USING #2 AWG CONNECT THE SECONDARY NEUTRAL BUSHING TO THE LOW NOTES: 20�. MFG. REQUIREMENTS) VOLTAGE COMPARTMENT GROUND PAD. 1. TRANSFORMER SUPPLIED BY UTILITY AND INSTALLED BY THIS CONTRACTOR AS PER APPLICABLE CODES AND UTILITY MIN. d.. Huntington, NY 11743 3. INSTALL TWO (2) GROUND RODS, 5/8" COPPER MIN. CONNECT ONE GROUND COMPANY LATEST STANDARDS AND REQUIREMENTS. 70" CEMENT CONCRETE 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 @ 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: �- a 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. ��E 4.9 FREEMAN ENGINEERING,PLLC I. INSTALL TRANSFORMER AND MAKE CONNECTIONS. F 4• 3555 Veterans Memorial Hwy TYPICAL SITE LIGHTING POLE BASE DETAIL <<£ , ;r .M Suite Q UTILITY TRANSFORMER VAULT DETAIL Ronkonkoma, 11779 SCALE: NONE �� _ W: 631-648-057777 �sINEWNI freemaneng@optonline.net MAIN SERVICE #3/0 RHW Cu (GREEN) SWITCHBOARD INSULATED CABLE IN #3/0 RHW Cu project: 1Y" EMT OR CPVC (GREEN) INSULATED BOND TO THE BACK CABLE OF MSS (TYP.) #6 RHW (CONTINUOUS) IN CONDUIT The Enclaves 1/2" DIA. THREADED ROD 4"C. (TYP.) UNISTRUT PIPE/CONDUIT CLAMPS P2558 OR EQUAL. ■ BLDG 56655 Route 25 EXTERIOR #3/0 RHW Cu (GREEN) UNISTRUT P1001 (OR EQUAL) 1 5/8" x 3 1/4" WITH HOT—DIPPED GALVANIZED FINIISH INSULATED CABLE IN Southold New York 1Y" EMT OR CPVC #6 RHW (CONTINUOUS) IN CONDUIT / 3/8" DIA. S/S THREADED ROD 4" LONG job number: WATER MAIN / HELD IN HILTI HIT C-20 CHEMICAL ANCHOR \ MAIN VALVE STREET SIDE I N DRILLED INTO MASONRY WITH S/S WASHER AND NUT. 16-003/7100 1 I �-Z:) oUNISTRUT P1000 (OR EQUAL) 1 5/8"x1 5/8" CEILING STRUCTURE U, WITH HOT-DIPPED GALVANIZED FINISH ate: HEAVY DUTY GROUND CLAMP 4" AND LARGER ; 3/8 DIA. S/S THREADED ROD 4 I o (OZ/GEDNEY TYPE CG) 1/1/4" to 4" (BURNDY MIN. #2 RHW Cu — UNISTRUT PIPE/CONDUIT CLAMPS P2558 LONG HELD IN HILTI HIT C-20 TYPE NSNT/NHNT) OR, (DOSSET T(PE UPT) 133 i z � OR EQUAL. CHEMICAL MASONRY WITH HOR DWASHD I AND NUT. 03.22.24 RENTO -ISSUED FOR BUILDING PERMIT CONNECTION WITHIN 5 OF ENTRANCE INTO BLDG 1 PIPE OR CONDUIT I o UNISTRUT P1000 (OR EQUAL) 133 ~ 1 5/8%1 5/8" WITH HOT-DIPPED GRADE LEVEL - - - - - - - GRADE LEVEL I N SIZE TO SUIT N0. CONDUITS GALVANIZED FINISH / 1 UNISTRUT PIPE/CONDUIT CLAMPS / P2558 OR EQUAL. ----------------- CONCRETE—ENCASED ELECTRODE CONCRETE SLAB MASONRY WALL BEYOND PIPE OR CONDUIT GROUND ROD GROUND ROD x4 TREATED WD. SLEEP R SIZE TO SUIT NO. CONDUITS EQ SCREWS AS I EQ,D. 3/4"x10' 3/4"x10' 3/8"W X 2 1 LAG © 4'-0" O.C. 1" THK WALKWAY PAD ADHERED TO ROOF. 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.) � or INC-ty,�� y SECONDARY FEEDERS 5'-0" OUT FROM PAD/VAULT FOR EASE OF FUTURE Frq SECONDARY CONDUIT CONSTRUCTION. REFER TO EACH BUILDING DRAWINGS a G C TO DETERMINE CONDUIT SIZES AND QUANTITY. a . TRANSFORMER PAD ° COORDINATE LOCATION OF TRANSFORMER OVERALL DIMENSIONS as > STUB-UPS WITH GENERAL a AE111 CONTAINMENT CURB a _ CONTRACTOR (TYP.) status: SIZE WIDTH DEPTH HEIGHTa SHED STONE FILL a a a a ° Issued for Building Permit Al- 'I-, 150 68" 49" 50" PADMOUNTED TRANSFORMER �, copyright: © 2023 AVGA 3 PH, 13.8kV PRIMARY GROUND ROD TIM COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS 225 72" 51 " 50" REFER TO ONE LINE FOR PREPARED BY ANDREW V GIAMBI{RTONEANDASSOCIATES,ARCHITECTS,P.C. (TYP) PRIMARY FEEDERS (AVGA)FOR THIS PROJECT,ARE INSTRUNIENTS OF AVGA. THESE DOCUMENTSSECONDARY VOLTAGE ARE SERVICES FOR T HE USE SOLELY VITI I RESPECT TO T1IIS PROJECT.UNLESS IN CONCRETE ENCASED FROM EMH OTHF:RAISE PROA7DED, AVGA SIIALL BE D1717MED THE AUTHOR OF TFIESE „ „ „ DOCUNENTS AND STIALL RETAIN ALLCOMMONLAW,STATUTORY ANDOITIER 300 72 51 50 CONDUITS RESERVED RIGIFFS THAT TFIESE DOCUMENTS SHALL NOT BE US1:D BY THE ONVNER, OR OT11ERS, ON OTHER PROJECTS FOR ADDITIONS TO T11IS TYPICAL PAD MOUNTED PROJECT, OR FOR TILE COMPLETION OF THIS PROJECT FOR OTHERS. 500 89" 53" 50" Plotted: W'ednesdav,May 29,2024-11:35am 11V: kspear TRANSFORMERDETAIL rae: ,:,�100,Dra«an�r;�e,1711.1.N�: ��' �_� �•,GIsS,71001E5.1d,g 1500 89" 86" 73" SCALE: N.T.S. 2000 72" 87" 73" tide: Cottages - Electrical Details scale: As Noted drawn: ID 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. 300 ELASTOMERIC SEAL ELEMENT (TYPICAL) LS MODEL (C, L, S-316, CONDUIT SUPPORT CONDUITS AND WIRING BY THIS SIDE TO BE SEALED WATERTIGHT a v 0, OS-316, T) + COMPONENT (TYPICAL) ELECTRICAL CONTRACTOR 30' AROUND PIPES ° a °a ° ELECTRICAL GALVANIZED STEEL METALLIC CONDUIT CHANNEL CLAMP (TYPICAL) . a . BOLT (TYPICAL) CONDUIT SUPPORT , MBR. FLASHING CEMENT PRESSURE PLATE 1 + + COMPONENT (TYPICAL) IL ,. PRIME ALL SURFACES INCLUDING PIPES. MINIMUM 8 inches ABOVE ROOF w FINISH SURFACE SUPPORT SYSTEM PEDESTAL SUPPORT SYSTEM PEDESTAL (TYPICAL) MINIMUM 8 inches STRIP IN PITCH a Q ABOVE ROOF (TYPICAL) POCKET W/ 2 PLYS �-z 0 FINISH URFACE GLAS-PLY PREMIER =o SET IN HOT ASPHALT-PRIME ALL © 5/16" x 2" ST. STL. SCREWS W ROOF or SURFACE LINE ROOF or SURFACE LINE METAL. -H Z �- (2 ea. SIDE) SPACES BEHIND W W 0o Q EA. SCREW ON 3 CLOSED SIDES. X I- 2x6 PRESSURE Z0- W Z PHP SYSTEMS/ DESIGN SS8-C OR APPROVED EQUAL PHP SYSTEMS/ DESIGN SS8-CL OR APPROVED EQUALANDREW Ve TREATED WD _ NAILERS AS uI o DYNA-FLEX SHEET 12" WIDE SET REVD. TO o 10 IN "MBR" FLASHING CEMENT CAST/CORE DRILLED HOLE MATCH ROOF z WEEPS OVER GLAS-PLYS GI MBERTONE HEIGHT 5 ao (FIL_ S I W/ EXISTING BUILT-UP ROOF 0 R NK a s v 1.7C. ASSOCIATES RDIJT EXISTING VAPOR BARRIER a va v ° WALL _ v • 4 EXISTING CONC. SLAB a ® ARCHITECTS • • • . '` DETAIL NOTES: 7 .3 MIN. NOTES: 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 SIZE(S) AND QUANTITIES OF EACH, TO BE SUPPORTED IN ADDITION TO MANUFACTURERS INSTALLATION REQUIREMENTS. '3M' CS-195 COMPOSITE SHEET TO BE NOTES: 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. Huntington, NY 11743 FASTENED TO BOTTOM OF SLAB. SPECIFIED CONDUITS AND PROVIDED CLEARANCE FOR SEAL PENETRATION ASSEMBLY . 3. ALL NECESSARY HARDWARE SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 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 MANUFACTURERS RECOMMENDATIONS. 5. SECURE CONDUITS DOWN WITH APPROPRIATELY SIZED CHANNEL CLAMP(S). Telephone: 631.367.0050 NAIL OFF ROOFING FELTS & PITCH POCKET 4"o.c. 6. ADJUST CHANNEL UNTIL HEIGHT AND WEIGHT OF SYSTEM IS EVENLY DISTRIBUTED. p Fax: 631.367.6636 UNDERGROUND CONDUIT EXTERIOR CONCRETE WALL ROOF CONDUIT INSTALLATION MOUNTING TYPICAL DETAIL GiambertoneArchitects.com PITCH POCKET DETAIL PENETRATION TYPICAL DETAIL UL/cUL System No. F-C-1059 �>E,E M e FREEMAN ENGINEERING,PLLC ULIcULSystem No. C-AJ-1421 UL/cUL System No. W-L-1164 � ti F Rating - 2 and 3 Hr (See Item 413 F Ratings = 1 and 2 Hr PENETRATION NOTES: 3555 Veterans Memorial Hwy) F Ratings - 1 and 2 Hr (See Items 1 and 4) T Ratings - 0 and 1/2 Hr f � G suite Q T Rating = 0 I-Ir T Rating - 0 Hr Ronkonkoma, NY 11779 1. All penetrations through rated walls, including but not limited to Boiler w: 631-648-0577 Rooms, Mechanical Equipment Rooms and Rated Shafts, shall be fire 4B 4B 1 freemaneng@optonline.net 2 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 ° ° ASTM E 814 tested for specific fire-rated construction conditions The Enclaves conforming to construction assembly type, penetrating item type, annular A i space requirements, and fire-rating involved for each separate instance. 4A �-�,- A 2 2 2. Details shown are typical details. If field conditions do not match 3 4 L-_._ A requirements of typical details, approved alternate details shall be p 56655 Route 25 SECTION AA 1 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 s)ecified 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. Tie 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 normcl 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 conditionsn 16-003 7100 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: are of available, / 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 t (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 9 P 9 9 P 9 g g 1 b b p g 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 t h e International Firestop Council (I FC Guidelines f o r date: 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, 1 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. eccentrically within the firestop system. The annular space between pipe, tube or conduit in. wider and 4 to 6 in. higher than the diam of the penetrating item such that, when the penetrating C. Gypsum Board - Thickness, type, number of layers and fasteners shall be as specified in the Evaluating Firestop Systems Engineering Judgments.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 4. References: 03.22.24AlRE-ISSUED FOR BUILDING PERMIT (137 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. the framing on all four sides. (Item 2). The followingtypes and sizes of metallic pipes or conduits may be used: B. Gypsum Board - The gypsum wallboard type, thickness, number of layers, fastener type and sheet D. FurringChannels - Not Shown As required) Resilient galvanized steel furring installed in �c t Pipe pp Y orientation shall be ass specified in the individual U300 or U400 Series Design in the UL Fire Resistance ( ) ( q ) g g 2013 Underwriter's Laboratories Fire Resistance Director Volumes 1 A. Steel Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel P 9 accordance with the manner specified in the individual L500 Series Designs in the Fire Resistance y� pipe Directory. Max diam of opening in steel stud walls is 32in.. Max diam of openings in wood stud walls Directory. p_ 2 is 14-1/2 in. 1.1 Chase Wall - (Not Shown, Optional) - The through enetrcnts Item 2 may be routed through a 1 or 2 O� B. Iron Pipe - Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. P ) 9 P ( ) Y 9 PP p ( ) ( ) g ( ) pp The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which hr firerated single, double or staggered wood stud sum wallboard chase wall having a fire rating �k C. Copper Pie - Nom 4 in. 102 mm diam or smaller Regular or heavier copper it is installed. g gg stud/gypsum g g NFPA 101 Life Safety Code pipe• 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 Wall and Partition Designs in the UL Fire * NFPA 70 - National Electric Code copper tubing. 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: thickness of wall. A. Studs - Nom 2 by 8 in. lumber or double nom 2 by 6 in. lumber studs. �c E. Conduit _ Nom 4 in. (102 mm) diam (or smaller) steel conduit. 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 local 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 (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 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 batt 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 to 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 firestop system. Annular space between pipe or conduit and edge of opening to be min 1/4 in. construction being penetrated. required to accommodate the required thickness of fill material. C. Conduit - Nom 4 in. diam or smaller steel electrical metallic tubin and max 3 4 in. Pipe, tubing or conduit to be rigidly supported on both sides of floor-ceilingassembly.B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. (6 mrn) thickness of fill ( ) g' / P g g Y pP Y 6. All rated through-penetration assemblies shall be prominently labeled material applied within the annulus, flush with top surface of floor or with both 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 surfaces of wall. For 3 Hr rated assemblies, a min 1/4 in. 16 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 40 (or heavier) steel pipe. / ) with the followinginformation: 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 electri.-al 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 tap 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.) �ofNC-wr Neutral (White) '" Shunt TripLine Voltage Neutral (White) a 4,• �b o °� Control From Feeder: ti Lr 0 c++v R�fiES540'�P��/41��i� 20A-120VAC 1 I --- O• #•• ----••- Input Branch Circuit Neutral (White) status: fi- Leviton 2 Issued for Bull 'n " _ _.3 i 5 + -- - O di Permit ' - : Shunt Trip Line Voltage HKSWP-ODX 1 © 2023 AV GA ' � copyright: G + Device Hot(Black) ` 0 : INSERT CARD FOR POWER Input: 120VAC THE COPYRIGHT DRA\XINGS,SPECIFICATIONS, AND OTHER DOCUMENTS O PREPARED BY ANDRE\X'V.GIAMBERTONEANDASSOCIATES,ARCHITECTS,P.C. �+ Output: 16A (AVGA)FOR THIS PROJECT,ARE INSTRUn1ENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FORT HE USE SOLELY VTM RESPECT TO THIS PROJECT.UNLESS i --4• Red (Load) O OTHER\XTSE PROVIDED, AVGASHALLBEDEEMED TILE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALLCOMMONLAW,STATUTORY AND OTHER + Fused Elevator RESERVED RIGHTS THAT TIIESE DOCUMENTS SHALL NOT BE USED BY THE + OVNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS Disconnect + + PROJECT, OR FOR THE COnIPLFTION OF THIS PROJECT FOR OTHERS. i + : J . i ` File: J: 7100 1)r,N�7ng Fil 29,1'I Il l?NC.'I AVl:S-CO'1TAG!S 7100C115.2.d�cg i+ -- • -•', 1O Room Local Line Voltage Switch (20A-12VAC) O O J� � \ OControlled Load (light, switched receptacles, 3 Phase 208-480vac -. -, Non-Fused and/or fans)within Guest Room title: Ground : _ Elevator-- 3O Furniture-Mounted Supplemental Task Lighting with Disconnect O Cottages - Electrical t.ovr Voltage 24V local doorjamb switch(es) Shunt Trip Voltage 120VAC .1 _[1 ,- ` - - -�j� ' Details ' Leviton HKSWP-ODX To Elevator - To Elevator Or Approved Equal scale: As Noted Equipment in Equipment pp q one conduit (Dry Contact in separate conduit) drawn: KD 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 < . : ".."MM. �.. _. .. . ' 77 cuss ,,G Wall Opening Protective Materials (CLIV, CLIV7) � Wall Opening Protective Materials (CLIV) CUs a- UUcUL SYSTEM NO.F-C-3012 Firestop Putty Pad rJ � Q LTassl6ed by t �^' CABLElCABLE BUNDLE THROUGH WOOD FLOOR/CEILING ASSEMBLY (CP 617, CP 617E and CP 617XL) underrxtataL�orataries,tnC to UL 263 and CANQLCS101 n- CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 3-3/4 by 3 In,deep UL Listed Nonmetallic Outlet Boxes manufactured by Allied a F-RATING=1-HR-OR 2-HR 9 Product description _ v Molded Products,Inc.,made from fiber reinforced thermoplastic and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification J T41ATING=0-HR.,1-HR.,4R 1.3101R. 'A n A moldable Firestop putty designed to help protect electrical outlet for Fire Resistance'category in the Fire Resistance Directory.Putty CD boxes i C CP 617 or CFS-P PA Firestop Putty Pads,for use with flush device UL Listed Metallic Outlet Boxes installed with steel mud rings or UL Listed 9 ry ry. pads and boxes for use in 1 hr fire rated gypsum wallboard assemblies, TOP VIEW SECTION A-A A at I i Nonmetallic 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 the 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 112 4 D Applied by hand as directed,the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 In.provided that the boxes are not 17 Fast installation I - 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 S 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 1. the side of the outlet box against the stud)and conduit f ttingslconnectors 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 d by d in,by 1-'/in.deep flush device UL Listed Metallic outlet Boxes installed with 1 to Protection of electrical outlet boxes cav unless otherwise noted below,When CFS P PA is used,the y steel cover plates in 1 hr.Ere rated gypsum wallboard wall assemblies framed with min 3-11Z in.deep wood or steel studs and constructed as l © ,, ✓ ity putty pads ma be installed with the release liner intact on the outside of the specified in the individual U300,U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory.The boxes are installed A _- __ A 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 P g ry t .--- : -- V Gypsum wall assemblies with wood or meta!studs back to back with 5 in.by 4 in.UL Classed fire block,FS 657,CP 657 or CFS-BL Firestop Block installed in the cavity between the two boxes J Technical Datat CP 617 composition,max device dimensions,hourly rating,type of stud and type of faceplate are specked below. Examples CP 617 or CFS-P PA Firesto P Pads,for use with max 14 b 4 b max 2.1/2 in.flush device UL Listed Metallic Outlet Boxes installed with [1 Where two outlets are within a single stud/cavity or within 24" Dimensions(LltwxH) CP 617:6 x 7 x 1/8 (15 x 18 x 0.3 an) CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 4 by max 2-118 fn.flush device UL Usted Metallic Outlet Boxes installed with steel P �` y y :. . CP 617L:7"x 7"x 1/8"(18 x 18 x 0.3 cm) steel cover plates in 1 and 2 hr.fire rated sum board wall assemblies framed with min 5-112 in.deep wood or steel studs for 2 hr fire rated measured horizontally(not back to back unless specified by the 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 P gyp p a's17xL 9"x 9"x 1/6"(23 x 23 x0.3 anJ P 9YP P speck UL approval} consistency Moldable putty specified in the individual U300,U400 or V400 Series Wail and Partition Designs in the Fire Resistance Directory. walls and min 3-112 in.deep wood or steel studs for 1 hr fire rated walls.Wafts constructed as specified in the Individual U300,U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory,Stud cavity insulation is required and shall consist of min 5-112 in.(2 hr i color Red rated walls or min 3-112 in.(1 hr rated walls thick fiberglass min 0.8 Application temperature 40°F(5"C)to 95'F(351G) CP 617 or CFS•P PA Firestop Putty Pads,for use with max 4-11116 by 4-11/16 by max 2•1/8 in.,or max 4-3/8 by 4-V8 by max 2-118 in.,flush ) ) 9 ( pcf)or mineral fiber(min 4 rical Putty pads shall lap min 112 in,onto the Storage temperature 40°F(s-c)to 104'F(4oac) device UL Listed Metallic Outlet Boxes installed with steel cover plates for use in 1 hr fire rated V446 stud and gypsum board within the stud cavity.When boxes are interconnected by means within electrical metallic Tube(EMT)Ot conduit,a ball of ANDREW I-] --------T- 3 p gypsum boardlsteel stud or U341 gypsum PAY pad material shall be used to completety plug the open end of each EMT or conduit within the box. V e 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 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 FLOOR/CEIUNG ASSEMBLY(UUCUL CLASSIFIED L500 SERIES)(1-HR.OR 2-HR.FiRE-RATING) Intumescent activation Approx.220'F to 250•r- installed back-to-back. CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4-11116 by 4-11116 by max 2-1/8 in.flush device UL Listed Metallic Outlet Boxes 2-HR SHOWN). (1 o4"C to 12110) 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 GIAMBE"'ONE ( WN)• Volatile.oh,ents None 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 2.LUMBER OR PLYWOOD SUBFLOOR WiTH FINISH FLOOR OF LUMBER,PLYWOOD,OR FLOOR TOPPING asbestos fibers None CP 617 or CFS-P el Firestop Putty Pads,for use with max led gypsum by boar 6 by max assemblies in.flush device UL Listed Metallic Outlet Boxes MIXTURE. suttees Doming characteristics 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 Resistance Directory.Putty pads shall lap min 112 in.onto the stud and gypsum board within the stud cavity-When boxes are interconnected 3. OPTIONAL GYPSUM WALL ASSEMBLY UcUL CLASSIFIED U300 SERIES 1-HR.OR 2-HR.FIRE-RATING (A�►E 94.96) Smoke development: 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)outlet boxes a ball of putty pad material shall be used r completely plug the open end i each EMT [OPTIONAL) YP (U j{ ) or conduit within the outlet boxes.Metallic outlet boxes maybe provided with steel attachment brackets which offset box min 114 in.from stud. �T (2-HR.SHOWN)CONSISTING OF NOMINAL 2"x 6"OR PARALLEL 2"x 4"LUMBER PLATES AND STUDS. (ASTM transmission 9-7) classification 59(Relates to specific construction) Resistance Directory.Min al n 2 density fiberglass bait insulation is to be installed within the wall cavity required for 1 hr fire rated gypsum board When steel attachment brackets are used,putty pad to be affixed to the back and all four sides of the box. & ASSOCIATES wall assemblies and optional in 2 hr fire rated gypsum wallboard assemblies. 4.CABLE BUNDLE:MAY CONSIST OF ANY OF THE FOLLOWING: N Tested In accordance with•UL263 -ASTME84 -ASTMG21 CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 3-314 by 3 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by Carton CFS-P PA Moldable P Pads,for use with max 4-11116 b 4-11116 in.b max 2-1/8 in.flush device UL Listed Metallic Outlet Boxes installed A.RG 59 COAXIAL CABLE WITH P'VC JACKET, U►h+ y y•Al 73°F(23'G)and 50%mi alive iumidAy 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 B.MAXIMUM SiC NO.22 AWG TEU.PHONE CABLE WITH t�►fC JACKET. Electrical Products,made from polyvinyl chloride,and bearing a 2 hr rating under the'Outlet Boxes and Fittings Classification for Eire Resistank e'C.MAXIMUM VC NO.12 AWG CABLE WiTH PVC JACKET. 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 Wall and Partition Designs in the Fire Resistance Directory.An *ARCHITECTS,t.r,,, WALLOPMNaPRDIECiM1'E additional 314 In.bap of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box. D.MAXIMUM 3/C(+GROUND)2f0 AWG SER CABLE(ALUMINUM OR COPPER}WITH PVC JACKET. " MA IF CLA FM 3-112 in.deep wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fro Resistance Directory. E.MAXIMUM 31C(+GROUND)NO.iVO AWG TYPE NM CABLE WITH PVC JACKET. C&S- ��n xm IN APPHDYED Outlet box secured to wood stud by means of two nailing tabs supplied with the outlet box.Putty pads shall lap min IQ in.onto the stud and tA.PRE RESISTANCE DIRECTORY board within the stud Ca Outlet boxes instated with steel or plastic lover sates. CFS-P PA Moldable Putty Pads,for use with max 4 by 4 by 2-1/8 in.flush device UL Listed Metallic Outlet Boxes installed with steel or plastic F.MAXIMUM 31C No.12 METAL-CLAD(BX)CABLE 66Y, gypsum �'' p P cover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-112 in.deep steel studs and constructed of the materials and in 62 Elm Street G.MAXIMUM 1"DIAMETER METAL-CLAD TEK CABLE WITH PVC JACKET. the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory,An additional 314 in, 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 2-74 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by Carton Notice stud)and completely seal 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. THROUGH PENETRATING PRODUCTS CATEGORY. Before handling,read Material Safety data Sheet and ahrd cavity. - In areas exposed to water category in the Fire Resistance Directory.Putt ads and boxes for use in the 1 hr fire rated V446 Huntington, NY 11743 g ry ry. y p gypsum boardlsteel stud or U341 gypsum g � I.MAXIMUM 41C(+GRND)NO.300 KCMIL ALUMINUM SER CABLE product label for safe usage and haatth InformatkxL S. Reshape CP 617 to fit around conduit or cables. storage CFS-P PA Moldable Putty Pads,for use with max 14-1/4 by 4-1/2 by 2-1/2 in.flush device UL Listed Metallic Outlet Boxes installed with steel 1 " t N ESE FIRE STOP SEALANT FLUSH WITH TOP SURFACE F - gypsum vood stud Waft and Partition Design l the Fire Resistance Directory.When U341 wall design is used,wail shag be sheathed with ur d t 5.MINIMUM 3 4 DEPTH HILTI FS-0 E INTUMESCENT NT FIR ST 0 instructions below are general guidelines q, Press CP 617 to an sides of electrical box. store only In die original packaging M a location al txrver 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 refer to the applicable listing(CLIV)In the UL Fire gypsum board,and glass or mineral fiber ball insulation shall be installed in stud cavities in accordance with U341 design.Outlet box secured to the manners specified in the individual UdOD and V400 Series Wall and Partition i Resistance Directory or Hll i Firestop Systems Guide S. Remove other sldeot label. temperatures d0°f(5°C}to 10a`-F(a0°C} 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 FLOOR OR SOLE PLATE OF CHASE WALL, p a U Designs n the Fire Resistance Directory.An additional 314 in. Telephone: 631.367.�05� 6.MINIMUM SM*DEPTH HILTI FS-ONE INTUMESCENT FIRESToP SEALANT FLUSH WITH BOTTOM SURFACE for complete atsmIlation Information 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. cavity.Outlet boxes installed with steel or plastic cover plates.Boxes may be installed balk to back. OF CEIUNG OR LOWER TOP PLATE„ AppNcation of firestop putty Fax: 631.367.6636 1. Afty ensuring box Is cleaned of loose debris-dirt. CP 617 Ot CFS P PA Firestop Putty Pads and HILTI Firestop Box Inserts,for use with maximum 4 by 4 by 1-112 in.(102 by 102 by 38 mm)deep NOTES:1.MAXIMUM DIAMETER OF OPENING FOR 1-HR.OR 2-HR.FIRE-RATED ASSEMBLY 0,moisture,frost and wax,remove label from one t j CP 617 Firestop Putty Pads,for use with max 2114 by 3 314 by 2-3/4 in,deep UL Listed Nonmetallic Outlet Boxes manufactured by Pass and flush device Listed elan' x R - RESPECTIVELY. side of pad.For a I to 2 hour fire rating.one =1*0I.- SeymOre,Inc.,and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification for Fire Resistance"category in the Fire Resistance u d v ce UL L ed Metallic Outlet Boxes installed with steel mud rings and with steel or plastic faceplates in 1 or 2 hr fire rated gypsum IS 2"0 21R , CP 817 pad Is required,Exposed side of pad is `„ I board wall assemblies constructed with min 3-1/2 in.(89 mm)wide wood or steel studs.When both protective materials are used with outlet aced against box_ Directory.Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies,framed with min 31/2 in.deep wood studs and boxes on both sides of the wall as directed,the boxes maybe Installed back-to-back provided that the backs of the boxes are minimum 112 in. 2.CABLES TO FiLL MAXIMUM 4%OF CROSS-SECTIONAL AREA OF OPENING. n' ° 2. CP 617 Fhestop Putty Pads are to he installed to ° constructed as specified in the individual U306 Series Wall and Partition Designs in the Fire Resistance Directory.Outlet box secured to wood 13 mm apart and provided that the boxes are not interconnected.Adjoining pieces of moldable completely cover the exterior surfaces of the outlet 1 R,m"�yho,r„„� p.Arfiam cPct,co s.ite.h.r,a cn sttro nr A.P1aI(}.eT„a Rr 3. "ve alto sea - stud by means of two nailing tabs supplied with the outlet box.Putty pads shall lap min 112 in.onto the stud and gypsum board within the stud ( ) P P i putty pads to be overlapped approx 1/2 in.(13 GiambertoneArehitects.eom box(except for tho side of the outlet box aga nst the s&of CP et r eves M. sm.rd boa un�of au10.1 tx e1 iabai cavity.Outlet boxes installed with steel or plastic cover plates. MIT)at the seam.An insert pad shall be installed to completely cover the back inside surface of each outlet box, I'll 11 r� _ liw -i, HIM Rrestop 1, Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,inc.Courtesy of Saving lives Underwriters Laboratories,Inc, Underwriters Laboratories,Inc. Hilti. Outperform. Outlast. �If I andeducatiothrough atiDn p andedueatlon Hilts Firestop Systems October 29,2013 page: 1 oft Hilts Firestop Systems October29,2013 page;2of2 HFlti,Inc.(U-S)11.600-879-80001 on espaf'rot 1-800-879.50001 www.us.hifte" 289 Hilt!. Outperform. Outlast. HIM,ink.(U.S.)1.800-879.8000-www.ushiltl.com•on espafwl 1-800-879-5000-HI'ti Firestop Systems Guido i�'L E M 9+ FREEMAN ENGINEERING,PLLC . ,, 3555 Veterans Memorial Hwy FIRE STOP OF WIRING AND CABLE THROUGH RATED WOOD DETAIL FIRE STOP OF METALLIC OR NON-METALLIC BOXES THROUGH RATED GYPSUM WALL DETAIL I Suite (HILTI "FS-ONE INTUMESCENT" OR APPROVED EQUAL) 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 penetrations shall be protected by an approved penetration firestop system +.-I Er , installed as tested in accordance with ASTM E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch 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"BXUV"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,2050,2060,2070, 2070-F,-FT, 2080,3000,3000-02,-02-04,-9-40;3020,-C,-40,-C-40,3030,3030-02, -02-40,-40,-9-40,3050-02-40,3051,3060,3090,3090-02,-40,-02-40,-N,-N-40,-NO2,-NO2-40,-94,-94-40,-9402,-9402-40,-95,-95-40,-9502,-9502-40,-6-40,-602-40,-6, I Isolated Ground Diagram 120 �1'AC -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,-1102,-1102-40,-NO2, 56655 Route 25 -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, 4070-N,-N-40,-NO2,-NO2-40,-02,-302,-40,-3-40,-302-40,-94,-94-4.0,-9402,-9402-40,-95,-95-40,-9502,-9502-40,-02-40,-3,-R,-1102,-6-40,-302,-602-40,-C,-C-40, m, -3-40,-302-40,-CFB,-02-CFB,-3-CFB,-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, o 0 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, CD � Southold New York 6060-02,-402,-402F,-402FT, 6070,-02,-4,-402, 6080,-02,-04,-402,6090,-402,-402F,-402FT,7000-202,7010,-02,-8,-802,7010C,-8,7020,-02,-8,-802,-81,-81-02, \ / SURGB NOTES: ISOLATED GROUND oA 1 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, O V SU PPRBSSOR 1.BODY GROUND IS SEPARATE FROM PLUG GROUND U N, SN-21, DV.SNO-18 NONMETALLIC OUTLET BOXES.OUTLET BOXES, MODELS N40-712, NS30-914,SS30-914, FOLLOWED BY-C OR-GC; N40-712,S40-712,FOLLOWED BY C,-GC, ON AN ISOLATED GROUND RECEPTACLE. HOT -MRC,-RC,CRC; MODELS N-321,-423,S-321,-423,ALL FOLLOWED BY C,GC,C-94,GC-94,C-95, GC-95. 1218-003-209) 2.AT NO POINT BUT AT THE GROUND BUS 0uSHOULD ISOLATED GROUND BE TIED TO NEUTRAL 2.1.2. THE ABOVE CATALOG NUMBERS MAY OR MAY NOT CONTAIN THE SUFFIXES"BP", "K","P","CP", "M", "PC", "WON",OR"UB"OR THE PREFIX"P" WHICH MAY BE FOLLOWED BUILDING GROUND. N H job number: BY ONE OR MORE NUMERIC CHARACTERS. KOEP SUPPRESSOR LOADS o 3. NYS BSC 2017 UNIFORM CODE SUPPLEMENT 2016 NYSBC(2015 IBC 3RD PRINTING) : AS SHORT AND STRAIGHT �� -003/7100 3.1. SECTION 703 FIRE RESISTANCE-RATED CONSTRUCTION AS POSSIBLD BOWLING CONTOR 3.1.1. 703.1 MAINTENANCE-INCLUDING BUT NOT LIMITING TO ALL REQUIREMENTS OF THIS SECTION; I MAIN SERVICE '1i ISOLATED 3.1.1.1. RECORDS OF INSPECTIONS AND REPAIRS SHALL BE MAINTAINED. PHASE A GRN/YBL GROUND date: ONTRAN C� BLK/BRN 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. � 0 b 0 03.22r24 RE-ISSUED FOR BUILDING PERMIT BLUB 3.1.1.3. OPENING MADE THROUGH FIRE-RESISTANCE-RATED ASSEMBLIES SHALL BE PROTECTED BY SELF-OR AUTOMATIC-CLOSING DOORS OF APPROVED CONSTRUCTION EHOT/LIVE] ISOLATED GROUND MEETING THE FIRE PROTECTION REQUIREMENTS FOR THE ASSEMBLY. 0 H OUTLET BOX 4. NYS BSC 2017 UNIFORM CODE SUPPLEMENT 2016 NYSBC(2015 IBC 3RD PRINTING) REQUIREMENTS: a HOT � U� NEUTRAL luI� "PLUG GROUND" 4.1. SECTION 712.4 HORIZONTAL ASSEMBLIES c\1 J NOUTRAL NORMAL"COMMON"GROUND, ® �i SEE NOTE 1 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 BUILDING GROUND - _L IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. N -\ o 0 0 wHT 11-1i R "BODY GROUND" SEE NOTE 1 RATED NON-METALLIC BOXES FOR USE IN �UL L528� RATED DARTH GROUND CONDUCTOR CROON/YELLOW GROUND GROUND BUS 'll ' SEE NOTE 2 III INSULATOD NOUTRAL INSULATED GROUND GYPSUM WOOD JOISTS FLOOR/CEILING ASSEMBLY BUSS OLECTRONICS SUBPANEL BUSS � ISOLATED GROUND SUBPANEL 1. APPLICABLE"UL"CERTIFICATION AND APPLICATION NEUTRAL BUS _ 1.1. THE"UL U341 AND UL347" HAVE A"BXUV/UL 263" FIRE RESISTANCE RATING AND THE"BXUV"GUIDE INFO IT STATES THAT NON-METALLIC BOXES FOR RATED WALL ASSEMBLIES � EARTH GROUND �j 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 OLOCTRODO OR OQUIVALONT EACH, INCLUDING: CLASS "a" 5 OHMS OR LESS 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 t t.;, CONSTRUCTED OF WOOD OR NONBEARING STEEL STUDS AND GYPSUM WALLBOARD.CLEARANCE BETWEEN BOXES AND CUTOUTS IN CEILING SHALL NOT EXCEED 1 8 IN. ., # ,,,�:, 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 4- 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 I THE POWER OF PARTNERSHIP 100 SQ FT OF WALL OR PARTITION AREA WITH NO OPENING EXCEEDING 25.0 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.R9140"; 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, 3000-02,-40,-02-40,3020,-02,-02-40,3030,3030-02,-40,-02-40,3080,-02,-40,-02-40,3090, ,� OF Wv y 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-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,-C,-40,-C-40,-94,-94-40,-C-94,-C-94-40,-95, yA eRtC F/p �'- -95-40,-C-95,-C-95-40,-CFB,-02-CFB,-3-CFB,-302-CFB,4000-1,-1-02,-N,-NO2,-R-02,-02,-2,-2-40,-302,-602,-94,-95,-9402,-9502,4020,-02,-R,-1102,4022-12,4030, QUBICA ISOLATED GROUND DETAIL *4030-40,4040,4040-1,-1-02,-2,-3,-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, -9502,-9502-40,-NO2,-NO2-40,-N,-N-40,-R,-R-40,-1102,-1102-40,-CFB,-02-CFB,-3-CFB,-302-CFB,4062,4070,4070-02,-3,-40,-94,-95,-302,-302-40,-02-40,-3-40,-6-40, r- -94-40,-95-40,-602-40,-9402,-9402-40,-9502,-9502-40,-N,-NO2,-N-40,-NO2-40,-1102,-CFB,-02-CFB,-3-CFB,-302-CFB,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-CFB,-3-CFB,-302-CFB,4170,4170-40,-C,-C-40,-CFB,-02-CFB,-3-CFB,-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, �`p M . -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, 'OR oFEStJP��/�,r 7000-202, 7002-2,-202,-11-02,7010,-02,-8,-C,-C-8,7020,-02,-8,-2-81,-81-02,-802,-C,-C-8,-C-81,7022,-02,-4,-402,-4022,7030,7032,7032-02,-4,-402,7040, !�' 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,-112-02-131-1,-138-BH,-138-02-BH, 7074,7074-02,-211,-211-02,-214,-212,-11-02-BH,-114-BH,-112-BH,-BH,-02-13H,-212-02,-214-02,-238, status: -238-02,-11-131-1,-114-02-131-1,-112-02-BH,-138-BH,-138-02-13H,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 Bid(In Permit ALSO SUITABLE FOR INSTALLATION IN STAGGERED STUD WALL CONFIGURATION. I i I llfl Elevator Machine I copyright: 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 � _ sP •�m( I kAl""�1 Temnnal9ax I © 2023 AVGA 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", "Fill,"CP","M", "WON","WSW", "WSWN", "F-WSW","2-WSW", "2-FWSW", "PC" OR THE I 1 ( omrs I I TTfE COP1T IGHT DRAXXTNGS,SPECIFICATIONS, AND OnTER DOCUM T?NTs u rr rr ' c m,� �� PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. PREFIX P ,WHICH MAY BE FOLLOWED BY ONE OR MORE NUMERIC CHARACTERS.THE ABOVE CATALOG NUMBERS MAY OR MAY NOT CONTAIN THE SUFFIX K . I eaa..�enr. I (AVGA)FORTInsPRoJEcr,ARE INSTItuMENTs of AvcA. THESE, DocunTs auto a VFD ARE SERVICES FOR T HE USE SOLELY XX1'I'H RESPECT TO THIS PROJECT.UNLESS 3. NYS BSC 2017 UNIFORM CODE SUPPLEMENT 2016 NYSBC(2015 IBC 3RD PRINTING) : I ` TSU I oTTrMUSE PROVIDED, AVGA SHALL BE DEEMIED DIE AUTIroR OF THESE DOCUMENT'S AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER 3.1. SECTION 703 FIRE RESISTANCE-RATED CONSTRUCTION I I I ( RBSERXT.D RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE 3.1.1. 703.1 MAINTENANCE-INCLUDING BUT NOT LIMITING TO ALL REQUIREMENTS OF THIS SECTION I I ( A oXx ER, OR orxFRS, ON orIIER rxoJEcrs FOR ADDfTIONs To TTus ri7l I r PROJECT, OR FOR i'HF m COMPi.iON OF THIS PROJECT FOR OTHERS. 3.1.1.1. RECORDS OF INSPECTIONS AND REPAIRS SHALL BE MAINTAINED. I { r>urr �! I Plotted: \C cdncsdat,lfap 29,20Z&-11:35am By: kepear 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 IF -Schindler Transfer Switch Unit PROTECTED WITH APPROVED METHODS CAPABLE OF RESISTING THE PASSAGE OF SMOKE AND FIRE. I (FltsesiaBratx3tcinuit) I File: ]:\710(1\Dradn};rites\'rirr:F.Ncr,nvrs-co'i recta\ too t.5.3.dV ®ewlor Gr Mon Elevator Iugwntc" Disc ..4M_ d-..- w/Ate D"Cancer 3.1.1.3. OPENING MADE THROUGH FIRE-RESISTANCE-RATED ASSEMBLIES SHALL BE PROTECTED BY SELF-OR AUTOMATIC-CLOSING DOORS OF APPROVED CONSTRUCTION I I per r MEETING THE FIRE PROTECTION REQUIREMENTS FOR THE ASSEMBLY. I . .V' I 4. NYS BSC 2017 UNIFORM CODE SUPPLEMENT 2016 NYSBC(2015 IBC 3RD PRINTING) : I (IA,.wrn) []--n) I Ineirr ' LDU 1 4.1. SECTION 712.3 MEMBRANE ASSEMBLIES I I I I title: 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 Irav Cottages - Electrical AND INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING.THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT I 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 Am�Bnd*0, I Installed By Schindler 4.1.1.1. BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES; sra . I I Deta�s 4.1.1.2. BY SOLID FIREBLOCKING IN ACCORDANCE WITH 717.2.1; '� I aa�ri< I 4.1.1.3. BY PROTECTION BOTH BOXES WITH LISTED PUTTY PADS;OR I I ( � 4.1.1.4. BY OTHER LISTED MATERIALS AND METHODS. I Building UtBity Space/Room- - ` - - - - - - - ElevatorHoistwa I y - - - - scale: As Noted Contractor Responsibility for Power Distribution drawn:n. I� Machine Room Less(MRL)Configuration d - RATED NON-METALLIC BOXES FOR USE IN "UL U341 AND Figure 5. See Layouts for exact location of equipment in Overhead and pit. U347" RATED GYPSUM WOOD JOISTS WALL ASSEMBLIES SCHINDLER ELEVATOR POWER/DISCONNECT SWITCH DETAIL FEEDERS SCHEDULE O KEY NOTES ID COPPER 1. PROVIDE SURGE PROTECTION. BASIS OF DESIGN: 30 4#10+1#10G-/a C. MCG-400LS-120Y-UFP WITH MICRO-Z CABLE. ` 4#8+1#10G-1"C. DATA POWER SYSTEMS (631)667-8800 40 50 4#8+1#10G-1"C. 60 4#6+1#1 OG-1"C. 80 4#4+1#8G-1Y"C. 100 1 3#3+1#8G-1Ya"C. 100 4#3+1#8G-1Y"C. ,10 4#2+1#6G-1Y2"C 125 4#1+1#6G-1J"C ,50 4#1/0+1#6G-2"C. SHEET NOTES: ,75 4#2/0+1#6G-2"C. 1. ALL BRANCH CIRCUITS SHALL BE WIRED WITH COPPER CONDUCTORS. ANDR EW V. 225 4#4/0+1#4G-2Y"C. 2. SEE PANEL SCHEDULES FOR EACH PANEL SPECIFIED RATING, QUANTITY AND F2-5-0-1 4#250kcmil+1#4G-3"C. RATING OF BRANCH CIRCUITS AND LOADS. GIAMBE-L%R. JLTONE 3. ALL ELECTRICAL EQUIPMENT, SWITCHGEARS, PANELS, ATS, ETC. SHALL BE F2-7-5-1 4#300kcmil+1#4G-3 C. LABELED WITH THREE LINE PHENOLIC NAMEPLATE WITH WHITE CORE AND Y'. & ASSOCIATES LETTERS. LABEL SHALL IDENTIFY NAME, VOLTAGE AND FED FROM _ 300 4#350kcmil+1#4G-3"C. HIGH " -- 350 4#500kcmiI+1#3G-3Y2"C. 4. REFER TO ELECTRICAL FLOOR PLAN DRAWINGS FOR LOCATION OF ALL 400 4#500kcmi1+1#3G-31'2"C. * ARCHITECTS EQUIPMENT AND DEVICES. ARC1 u lITECTS 2 SETS OF 4#35Okcmil+1#1G-3"C. 5. ALL EQUIPMENT AND DEVICES INSTALLED OUTDOOR SHALL BE IN 600 WEATHERPROOF ENCLOSURE. F8—oo-1 2 SETS OF 4#500kcmiI+1#1/OG-3Y"C. 6. SEE E2.4 FOR LOCATIONS OF ALL ROOFTOP EQUIPMENT. 62 Elm Street Fl—oo—ol 3 SETS OF 4#400kcmil+1#2/OG-3Y2"C. ,200 1 4 SETS OF 4#350kcmil+1#3/OG-3"C. Huntington, NY 11743 1600 4 SETS OF 4#600kcmil+1#4/OG-3Y2"c. Telephone: 631.367.0050 2000 5 SETS OF 4#600kcmil+1#250G-4"C. p Fax: 631.367.6636 NOTES GiambertoneArchitects.com 1 . FEEDERS INCREASED DUE TO VOLTAGE DROP 2. RUN THREE(3) SPECIFIED CONDUCTORS AND EQUIPMENT GROUND WIRE PANEL P-Cl THRU C4 " SCHEDULE(22 I A16 MIN) VOLTAGE: 120/208 PHASE: 3 WIRE: 4 LOCATION: COTTAGE MAIN RATING: 125A 125A MCB MTG: ® SURFACE ❑ FLUSH FREEMAN ENGINEERING,PLLC SPECIAL FEATURES: tc�� E M9ti CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. 3555 Veterans Memorial Hwy N0. N0. Suite Q 1 COTTAGE CKT#1 20/1 1700 1500 20/2 EWH 2 Ronkonkoma, NY 11779 W: 631-648-0577 3 COTTAGE CKT#2 20/1 1000 1500 4 , tiCINEEa�� 5 COTTAGE CKT#3 20/1 1920 500 20/1 LIGHTING 6 freemaneng@optonline.net 7 ACCU-COTT-X 30/2 1670 180 20/2 AC-COTT-X 8 9 (3)#10+(1)#10G-3/4"C 1670 180 10 project: 11 LIGHTING 20/1 500 4200 50/2 HOT TUB 12 13 4200 2#8+#10G-1"C 14 15 16 The Enclaves 17 18 CONNECTED LOAD: 20,720 W DEMAND LOAD: 15,360 W 56655 Route 25 Southold, New York job number: 16-003/7100 date: 03.22.24 1 RE-ISSUED FOR BUILDING PERMIT COTTAGE 1 COTTAGE 2 COTTAGE 3 COTTAGE 4 04.10.24 ISSUED FOR ADDENDUM #1 O O O (D P-C1 P-C2 P-C3 P-C4 125A 125A 125A 125A 120/208V 120/208V 120/208V 120/208V 30-4W 30-4W 30-4W 30-4W 125 125 125 125 �Eor NC1y Y SEE HOTEL DRAWING SET FOR ELECTRICAL DISTRIBUTION TO COTTAGE LOAD CENTERS �O 4A V I✓ ` status: Issued for Buildina Permit ELECTRICAL RISER DIAGRAM copyright: © 2023 AVGA N.T.S. THE COPYRIGHT DRA)XgNGS,SPECIFIGMIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AX'GA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THFSP. DOCUMENTS ARE SERVICES FOR T HE USE SOLELY XXITH RESPECT TO THIS PROJECT.UNLESS OTHERIXISE PROVIDED, AVGA SHALL BE DEEMED 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 OTITERS. Plotted: �X'ednesdav,l•lac 29,2024-11:35am Bp: kspear File: I:\7100\Deming 1"des\11II?ENCLAVES-COTFAGFS\7100 F,6,1.&g title: Cottages - Electrical Riser Diagram scale: As Noted drawn: V.D 601 _ ELECTRICAL SPECIFICATIONS 1. GENERAL CONDITIONS MATERIALS, SERVICES, APPARATUS, DRAWINGS, (IN ADDITION TO CONTRACT OWNER, ALL REQUIREMENTS OF GOVERNING AUTH❑RITIES 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, ORDINANCES, RULES AND REGULATIONS, WHETHER OR N❑T SHOWN ❑N 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, DISCONNECTS A BASIS UPON WHICH THE CONTRACTOR SHALL SUBMIT A CONTRACT PRICE DRAWINGS AND/OR SPECIFIED.(7) GIVE ALL NECESSARY NOTICES, OBTAIN AND ANY OTHER MATERIALS WHICH REQUIRE RECYCLING OR SPECIAL HANDLING TEMPERATURE RISE ON ANY CURRENT CARRYING PART TO A MAXIMUM ❑F 65 SHALL BE HORSEP❑WER 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 F❑R 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 D❑CUMENTS, AND OBTAIN ALL NECESSARY APPR❑VACS OF C❑NDUITS MADE OBSOLETE BY ALTERATIONS TO PERMIT REFINISHING AND NUMBER ❑F POLES TO 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 EIR MATERIALS ALL G❑VERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAIN ALL SURFACES. REMOVE EXPOSED CONDUITS, WIREWAYS, OUTLET BOXES, HANGERS SPARE SPACE ❑F SUFFICIENT SIZE, WITHOUT DISTURBING ADJACENT UNITS; EXTERNAL OPERATING HANDLE MECHANICALLY INTERL❑CKED WITH ENCLOSURE 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 T❑ INSIDE OF ENCLOSURE WHEN INSTALLATIONS. THE ARCHITECT BEFORE REQUEST F❑R 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 WORK 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-POLE MECHANICALLY INTERL❑CKED DOOR AND HANDLE. THAT OF OTHER TRADES, IN ORDER THAT CONFLICTS IN SPACE L❑CATIONS g. THE CONTRACTOR SHALL ESTABLISH, ENFORCE AND IMPLEMENT ALL SAFETY, OR ANY OTHER TRADE MAY REMAIN; HOWEVER, WIRING SHALL BE REMOVED CIRCUIT BREAKER CAN REPLACE ANY GROUP OF SINGLE CIRCUIT BREAKERS C. PROVIDE MEANS TO LOCK THE OPERATING HANDLE IN THE OPEN AND CLOSED D❑ NOT OCCUR, HEALTH AND ENVIRONMENTAL PR❑TECTI❑N MEASURES DURING PERFORMANCE FROM PANELB❑ARDS ❑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 ❑F THE OPERATING HANDLE. DRAWINGS, BUT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR WILLIAMS-STEIGER OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 H. NOT USED, FOR PANELB❑ARDS 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 DIRECT❑RIES SUITABLE LUG F❑R EACH ❑UTG❑ING FEEDER REQUIRING A NEUTRAL E. SWITCHES SHALL BE OF THE DOUBLE STATI❑NARY CONTACT TYPE WITH NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPEC"�S AND READY REGULATIONS AND OTHER REQUIREMENTS ❑F ANY AND ALL G❑VERNMENTAL CORRECTED F❑R NEW WORK, AND EXISTING REMAINING CIRCUITS VERIFIED. CONNECTION. 200%-RATED NEUTRALS SHALL BE SUPPLIED FOR PANELS ARC-QUENCHING DEVICE ❑N EACH P❑LE F❑R DISCONNECTS RATED ABOVE 250I . : , , .. �.,F FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE OR QUASI-GOVERNMENTAL AUTH❑RITIES 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. PR❑VIDE MINIMUM 25% RATED NON-INSULATED GROUND BUS IN EACH AND/❑R AS REQUIRED. COMPLETION AND FINAL ACCEPTANCE AND SHALL REPLACE ANY OF SAME, THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT, THE SERVING SMOKE HEADS, SPRINKLER VALVES, ETC., THE EXISTING EQUIPMENT SHALL PANELB❑ARD. 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, WITH❑UT ADDITIONAL COSTS TO UTILITY C❑MPANIES, THE NATIONAL ELECTRICAL CODE, NATIONAL EITHER BE REFURBISHED ❑R REPLACED AS REQUIRED. WHERE ADDITI❑NAL SUFFICIENT CAPACITY FOR ALL BRANCH CIRCUITS. ON 208Y/120V REQUIRED. THE OWNER, ELECTRICAL SAFETY CODE, LIFE SAFETY CODE, NEW YORK STATE BUILDING ZONES, PULL STATIONS, HORNS, STROBE ARE INDICATED OR REQUIRED, THE PANELBOARDS PROVIDE AN ADDITIONAL 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 NATIONAL, STATE AND LOCAL CODES, CONE❑RMANCE TO APPLICABLE CODE REQUIREMENTS, AND REPLACE I. ENCLOSURE T❑ SHOW THE GENERAL ARRANGEMENT AND EXTENT ❑F W❑�'K T❑ BE ORDINANCES AND REGULATIONS, a. CODE GAUGE STEEL BOX GALVANIZED. 9. LIGHTING FIXTURES GIAMBERTONE PERFORMED, THE LOCATIONS FOR EQUIPMENT AND MATERIAL AS SHOWN ON i. IF WORK IS LOCATED IN NEW YORK CITY THE NEC WITH NEW YORK CITY 3. PHASING b. PROVIDE 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 LOCATIONS AND TYPES, ARE SUBJECT TO SUCH MODIFICATION AS MAY BE FOUND NECESSARY T❑ 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 d & ASSOCIATES MEET JOB CONDITIONS. SUCH CHANGES SHALL BE MADE BY THIS STANDARDS AND ELECTRICAL SYSTEMS REQUIREMENTS. . ALL CABINETS SHALL INCLUDE AMPLE CONCENTRIC KNOCKOUTS ❑N TOP, B. FIXTURE MOUNTING ARRANGEMENTS SHALL CONFORM T❑ ALL APPLICABLE CONTRACTOR AT NO 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 T❑ 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 CONDUIT SHALL BE J, FRONT C. LIGHTING FIXTURES AND LAMPHOLDERS SHALL BEAR U.L. LABEL; ESTIMATING PURPOSES ONLY. BEFORE PROCEEDING WITH WORK, CHECK AND SHALL C❑OPERATE FULLY WITH L❑CAL C❑MPANIES WITH RESPECT T❑ THEIR 3/4" EXCEPT AS OTHERWISE INDICATED. a. DOORS MUST BE PROVIDED ON ALL LIGHTING AND POWER PANELS, D. INCANDESCENT LAMPHOLDERS ALSO SHALL BE CSA LISTED. VERIFY ALL DIMENSIONS, SERVICES. CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE B. CONDUIT 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. ALL 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 CONTINUOUS PIANO-TYPE HINGE WITH M❑T❑R❑LA SERIES RN T8/T12 ILL OR AS APPROVED. NTATIVE, C. ELECTRIC METALLIC TUBING MAY BE j. MAKE OADJUSTMENTS O THAT MAY BEN NECESSARY OR EQUESTED IN ORDER TO F. CUTTING AND PATCHING CIRCUITING S LOCATIONS FOR BRANCH AMAXIMUM ING AND TELEPH❑NE AND DATARACEWAYS YPEHEAV G UGE � DOORSF 160 DEGREES. R IN DOOR TEEL TO MAINTA N PANEL F CE FLA� 10. GROUNDING & BONDING 62 Elm Street RESOLVE 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 TRADES CTURAL OPENINGS, STRUCTURAL MEMBERS AND WORK OF OTHER FURNREQUISH THE SIZES E INSTAL LOCALAT IONSON OF FTHIS W❑RKEBEFORE❑THE: WALLS, PERMITTED BY DODELOCATIONS F❑R BRANCH CIRCUIT WORK ONLY WHERE INHIBITOR LIGHT GRAY OR A BAKED ENAMEL FINISH. THE COLOR SHALL BE ANSI 61 B. USE EXOTHERMIC HERMNC WELDINGPPR❑CESSGRORN INACCESSIBLE BD E CONNECTIONS. Huntington, NY 11743 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. PROVIDE CYLINDER LOCK, ALL PANELS KEYED ALIKE. PROVIDE FOUR (4) OF C. EXTEND EXISTING SYSTEM GROUND TO INCLUDE ALL THE ELECTRICAL WORK EVERY ITEM OF THE PROJECT 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 PLANS, AND ARE C❑NTRACT ❑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 DIAGRAMMATIC ONLY, BUT WITH THE INTENTION THAT SUCH DETAILS SHALL SO THAT ALL ❑F THE WORK ❑F THE C❑NTRACT OR SUB(❑NTRACT MAY BE G. WIRING FOR EMERGENCY LIGHTING FIXTURES SHALL BE WIRE IN RIGID INSTALLATION. FROM THE TRANSF❑RMER NEUTRAL T❑ A LUG WELDED ❑R BRAZED T❑ THE BE INC❑RP❑RATED IN FULL. INSTALLED IN PROPER SEQUENCE TO AVOID UNNECESSARY CUTTING OF THE CONDUIT, g. DOORS OVER 48' IN HEIGHT SHALL HAVE AUXILIARY FASTENERS AT TOP INTERIOR OF THE ENCL❑SURE, Fax: 631.367.6636 t. 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 OF DOOR IN ADDITION T❑ LOCK AND CATCH, E. RUN CABLE FROM THIS LUG TO NEAREST BUILDING MAJOR STRUCTURAL C❑MPLETE WORKABLE SYSTEM READY FOR THE OWNER'S OPERATION. ANY c. ANY CUTTING AND PATCHING REQUIRED, DUE TO THE FAILURE TO COMPLY 3/4' CONDUIT FOR ONE OUTLET, 1' CONDUIT FOR TWO OUTLETS, AND 1Y4' FOR h. METAL BLANK FILLERS (PLASTIC FOR RETROFITS) SHALL BE PROVIDED FOR MEMBER; OR, IF NOT READILY AVAILABLE, TO THE NEAREST 1-1/2' OR 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 I GiambertoneArchitects.com SPECIFICATIONS, BUT NORMALLY REQUIRED TO CONFORM TO THE INTENT, OWNER, SUCH CUTTING AND PATCHING SHALL BE DONE UNDER DIVISION I. MAKE FINAL CONNECTION FROM MOTOR STARTING SWITCHES TO MOTOR BY i. A PREPRINTED STICKER IS TO BE AFFIXED TO THE INSIDE OF THE SINGLE PIPE CLAMP, ARE T❑ BE CONSIDERED A PART ❑F THE CONTRACT. ONE, AS APPROVED BY THE ARCHITECT. MEANS ❑F CONDUCTORS IN FLEXIBLE STEEL C❑NDUIT. USE 'SEALTITE' IN WET PANELB❑ARD WITH EMERGENCY 24-HOUR TELEPHONE NUMBERS FOR 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, OR DAMP LOCATIONS ONLY, AND/OR REPAIR. METALLIC CONDUIT IS USED, INSTALL AN INTERNAL B❑NDING ® O CONTRADICTORY, CONSULT THE ARCHITECT/DESIGN PROFESSIONAL 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 ISOLATED GROUND SYSTEM IS USED, RUN AN INTERPRETATION AND DECISION AS EARLY AS POSSIBLE DURING BIDDING CEILINGS OR OTHER SURFACES IS NECESSARY FOR THE PR❑PER ARCHITECT. SUPPORT RISER C❑NDUIT AT EACH FLOOR, AND ALL OTHER a. BOLTED TYPE, LABELED FOR EITHER C❑PPER OR ALUMINUM CONDUCTORS. ADDITIONAL CONDUCTOR FOR THE ISOLATED AND EQUIPMENT GROUNDS, PERIOD, D❑ NOT PROCEED WITH WORK WITH❑UT THE ARCHITECT/DESIGN INSTALLATION, SUPPORT OR ANCHORAGE OF RACEWAY, OUTLETS OR OTHER CONDUIT ON EACH SIDE ❑F BENDS AND N❑T 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 D❑NE, ANY DAMAGE TO THE CENTERS. DO NOT SUPPORT COMMUNICATIONS, SIGNALING AND SIMILAR TYPE FEEDER ENTERS, IN THE STARTER TO 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 ENGINEEMNG,PLLC PROPOSAL WITH ALL W❑RK TO BE PERFORMED ON A STRAIG 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'%,;,&'. 1. E 4,9 NORMAL WORKING DAY, TRADES INVOLVED AT NO ADDITIONAL 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 C❑NDUITS ,Y + o, ANY QUESTIONS OR DISAGREEMENTS ARISING AS TO THE TRUE INTENT OF e. THIS CONTRACTOR SHALL DO 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 C❑NDUIT 3555 Veterans Memorial Hwy THIS SPECIFICATION OR THE DRAWINGS OR THE KIND AND QUALITY OF FOR INSTALLATION OF HIS WORK, RACKS. D❑ 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 CONDUIT. /,- Suite Q WORK REQUIRED THEREBY SHALL BE DECIDED BY THE ARCHITECT/DESIGN f. UNLESS ASSIGNED T❑ OTHER CONTRACTOR(S) AS PART ❑F CONTRACT CABLE RACKS ❑R SUPERSTRUCTURES. SERIES RATINGS INCLUDING, j ' 7 PROFESSIONAL, WHOSE INTERPRETATIONS THEREOF SHALL 13E FINAL, AGREEMENT, THE GENERAL CONTRACTOR SHALL FINISH PATCHING AND M, TERMINATE EACH CONDUIT WITH TW❑ LOCKNUTS, ❑NE INSIDE AND ❑NE a.a. SIZE AND TYPE ❑F UPSTREAM DEVICE 11. TELECOMMUNICATION AND DATA SYSTEMS Ronkonkoma,NY 11779 CONCLUSIVE, AND BINDING ON ALL PARTIES. REPAIRS. OUTSIDE AND A BUSHING. USE ALUMINUM L❑CKNUTS FOR ALUMINUM CONDUIT, a.b. BRANCH DEVICES THAT CAN BE USED A. EXTEND 1" CONDUIT UP FROM WALL MOUNTED OUTLET B❑X INTO ACCESSIBLE ' W: 631-648-0577 p. IN CASE ❑F DISAGREEMENT BETWEEN DRAWINGS AND SPECIFICATIONS, ❑R g. ALL CUTTING AND DRILLING SHALL BE MACHINE CUT WITH POWER DRIVEN AND MALLEABLE IRON ❑R GALVANIZED ❑R CADMIUM PLATED STEEL F❑R STEEL a.c. UL SERIES SHORT-CIRCUIT RATING. HUNG CEILING AND TERMINATE IN BUSHING UNLESS OTHERWISE NOTED. �7P WITHIN EITHER DOCUMENT ITSELF, THE BETTER QUALITY, GREATER TOOLS, CONDUIT PENETRATIONS SHALL BE CORE DRILLED. CONDUITS. BUSHINGS SHALL BE INSULATED PLASTIC TYPE, RATED AT NOT b. WHERE INDICATED, PR❑VIDE PANELBOARDS HAVING A 'SERVICE ENTRANCE' PROVIDE DRAG LINE FROM OUTLET BOX UP INTO CEILING OR ACCESSIBLE freemaneng@optonline.net QUANTITY OR MORE COSTLY W❑RK SHALL BE INCLUDED IN THE CONTRACT h. WHERE C❑NDUITS, MOUNTING CHANNELS, OUTLET, JUNCTION, OR PULL BOXES LESS THAN 150C, T&B SERIES 510 OR AS ACCEPTABLE. WHERE CONDUITS TYPE UL LABEL WITH NEUTRALS FACTORY BONDED TO FRAME OR LOCATION BY FUTURE CABLE INSTALLER. PRICE AND THE MATTER REFERRED TO THE ARCHITECT/DESIGN ARE MOUNTED ON 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 T❑ MATCH THE SURFACE. WHENEVER SUPPORT TYPE T&B SERIES 106, OR AS ACCEPTABLE. IF ALUMINUM BONDING 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 L❑CKNUT. a. 'DANGER OF ELECTRICAL SHOCK' LABEL CONNECTED BY OTHERS. PREVENT CONFLICT WITH WORK OF OTHER TRADES ❑R FOR PROPER 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 OF THE KN❑CK❑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 T❑ 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 S❑ 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 N❑T NORMALLY C❑NSIDERED AS ELECTRICAL SERVICE AND APPEARANCE. IN THE EVENT THERE IS A CONFLICT IN ❑. WHERE ELECTRICAL METALLIC TUBING IS INSTALLED, THE CONNECTORS AND N. UNLESS OTHERWISE SPECIFIED SHALL BE EQUIPPED WITH PLASTIC TRADES, C❑ORDINATION BETWEEN TRADES, THE OWNER OR HIS REPRESENTATIVE COUPLINGS SHALL BE THE NYLON INSULATED THR❑AT 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 ❑. CIRCUIT BREAKER DEVICES SCAFFOLDING, SUPPORTS, TOOLS, SUPERVISION, LABOR CONSUMABLE ITEMS, THAN 1' USE B❑NDING LOCKNUTS AS DESCRIBED ABOVE FOR RIGID CONDUIT. 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 OPERATING HANDLE, TRIP AMPERE RATING AND ON/OFF INDICATION CLEARLY PERFORM START-UP AND CHECKOUT ❑N EACH ITEM AND SY�>TEM TO 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 TO THE NEGLIGENCE INSULATED THROATS AS MANUFACTURED BY THE THOMAS & 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 ❑R AGENTS OF THE CONTRACTORS. SUCH REPAIRS SHALL 3110 OR 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 MULTIPLE BREAKERS. ANY DISCREPANCIES BETWEEN THEM TO THE ARCHITECT/DESIGN FOR PERFORMING SHUTDOWNS ON PREMIUM TIME. MODULES, ETC. INSTRUCTIONS. SUPPORT CABLES PER NEC. d. SILVER ALLOY CONTACTS WITH AUXILIARY ARC-QUENCHING DEVICES, PROFESSIONAL AND OBTAIN FROM HIM WRITTEN INSTRUCTIONS FOR CHANGES Q. WHERE TERMINATING LIQUID TIGHT FLEXIBLE STEEL C❑NDUIT (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 ❑F 60 AMPERES ❑R LESS ❑N THE job 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 ❑N THE OUTSIDE AND A NYLON INSULATED BRANCH DEVICES. v. INSTALL AND COORDINATE THE ELECTRICAL WORK IN COOPERATION WITH EXISTING OPERATING SYSTEMS, THE CONNECTION OF THE NEW WORK SHALL THROAT FITTING ON THE INSIDE. FITTINGS SHALL BE TH❑MAS & BETTS CO., f. CIRCUIT BREAKERS FOR POWER AND DISTRIBUTION PANELBOARDS SHALL 16-0037100 OTHER TRADES INSTALLING INTERRELATED WORK. BEFORE INSTALLATION, BE PERFORMED ONLY AFTER GIVING AT LEAST 72 HOURS N❑TICE TO, AND SERIES 5331 OR AS ACCEPTABLE. HAVE A MINIMUM INTERRUPTING RATING OF 44,000 AMPS RMS AT 240 / MAKE PROPER PROVISIONS 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 g. CIRCUIT BREAKERS FOR LIGHTING AND RECEPTACLE PANELBOARDS SHALL REQUIRED IN THE WORK OF THE CONTRACTOR, CAUSED BY HIS NEGLECT TO J. SHOP DRAWINGS PR❑DUCTS ❑F COMBUSTION, NELSON 'FLAMESEAL' OR AS ACCEPTABLE ❑R UL HAVE A MINIMUM INTERRUPTING RATING OF 15,000 AMPS RMS AT 240 1 date: D❑ S❑, SHALL BE MADE BY HIM AT HIS OWN EXPENSE. a. SUBMIT REQUIRED OR REQUESTED SHOP DRAWINGS OF ALL EQUIPMENT AND APPROVED FIRE STOP SYSTEM. VOLTS AC. w. ALL SPECIAL AND SUPPLEMENTARY CONDITIONS AND OTHER D❑CUMENTS OBTAIN WRITTEN REVIEW COMMENTS BEFORE ORDERING OR INSTALLING ANY S. HIGH AND LOW TENSION FLOOR FITTINGS SHALL MATCH EXISTING FITTINGS. h. FOR LIGHTING CIRCUITS PR❑VIDE DEVICES LABELED 'SWD' FOR SWITCHING SUCH AS DELINEATED UNDER THE 'OWNER-CONTRACTOR AGREEMENT' ARE MATERIAL OR EQUIPMENT, ALL SUBMITTAL TO BE IN DIGITAL FORM (PDF USE NEMA 5-20 CONFIGURATION WIRING DEVICE IN HIGH TENSION OUTLET. PURPOSES, HEREBY MADE A PART OF THESE SPECIFICATIONS. FILE FORMAT). T. LARGE FLOOR BOXES SHALL BE WALKER CATALOG #1WF4-DEINBBN-KC AND i. BOLTED TYPE TERMINALS U.L. LISTED FOR EITHER ALUMINUM OR COPPER 75 03.22.24 A RE-ISSUED FOR BUILDING PERMIT x. INSTRUCT OWNER'S REPRESENTATIVES IN COMPLETE OPERATION, SMALL FL❑OR BOXES SHALL BE WALKER CATALOG #WAF2-FDIN-KC. DEGREES C CABLES. ADJUSTMENT, AND MAINTENANCE OF THE SYSTEM. K. AS-BUILT DRAWINGS RECEPTACLE DEVICES SHALL BE PRE-WIRED IN THE FACTORY AND SHALL j. PR❑VIDE MAIN BREAKERS IN PANELS SERVED FROM TRANSFORMERS UNLESS a. FURNISH 'AS-BUILT' DRAWINGS C❑NSISTING OF A COMPLETE SET OF MATCH THE BUILDING STANDARD FL❑❑R BOX WIRING DEVICES. SEPARATE TRANSF❑RMER SECONDARY PR❑TECTI❑N IS PROVIDED. B. EXAMINATION OF EXISTING CONDITIONS AUTOCAD AND PDF FORMAT DRAWINGS AND ❑NE SET OF HARD COPY FULL U. UNDERGROUND C❑NDUIT SHALL BE PVC SCHEDULE 40, k. LOCATE NEXT TO EACH BREAKER OR SPACE UNIT AN INDIVIDUAL NUMBER. a. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE SITE AND/OR SIZE PRINTS, INDICATING IN A NEAT AND ACCURATE MANNER, A COMPLETE t. CIRCUIT BREAKERS SERVING COMPUTER EQUIPMENT AND THOSE SERVING PRESENT BUILDINGS AFFECTED BY THIS WORK SO AS TO BECOME FAMILIAR RECORD ❑F ALL CHANGES TO THE ORIGINAL DESIGN OF THE WORK. 5. CONDUCTORS KITCHEN EQUIPMENT BENEATH COOKING HODS SHALL INCLUDE A SHUNT WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL ATTEND THE A. ALL WIRES AND CABLE SHALL BE COPPER TYPE THHN-THWN FOR FEEDERS TRIP C❑IL. EXECUTION OF THE WORK, BEFORE SUBMITTING PROPOSALS, CONTRACTOR L. INSURANCE AND THHN OR THWN F❑R BRANCH CIRCUITS IN CONDUIT, NO WIRE SMALLER m, SHUNT TRIP BREAKERS SHALL BE SUPPLIED WITH 120 VOLT COILS. 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 PROVIDE 120 VOLT CIRCUIT FROM NEAREST 120 VOLT PANEL TO C❑IL, INSTALLATION METHODS WHICH ARE TO BE EXTENDED FOR THE NEW WORK. THE OWNER. CIRCUITS MORE THAN 50 FEET L❑NG SHALL BE #10 F❑R THE ENTIRE LENGTH WHERE SHUNT TRIP BREAKERS ARE IN EMERGENCY PANELS PR❑VIDE b. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH UP TO THE FIRST OUTLET. ALL CONDUCTORS SHALL BE COPPER UNLESS EMERGENCY 120 VOLT SOURCE F❑R SAME FROM NEAREST 120 VOLT EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, M. TEMPORARY LIGHT AND POWER SHOWN OTHERWISE. ALL CONTROL CONDUCTORS SHALL BE #14 AWG. EMERGENCY PANEL. OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH a. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHT AND POWER CONNECTIONS FOR WIRE #8 AND SMALLER SHALL BE MADE WITH T&B 'PIGGY n. PROVIDE LOCKING DEVICE FOR DESIGNATED BREAKERS. COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE, WILL F❑R THE NEW CONSTRUCTION AREAS, IN ACCORDANCE WITH NATI❑NAL PIGTAILS' OR AS ACCEPTABLE. TERMINATE STRANDED CONDUCTORS #10 AND o. FOR HVAC EQUIPMENT PROVIDE UL LISTED 'HACR' TYPE DEVICES. NOT BE RECOGNIZED. ELECTRICAL CODE AND ACCEPTED STANDARDS ESTABLISHED BY ❑.S.H.A. SMALLER IN SPADE LUGS. P. GROUND FAULT INTERRUPTERS ENERGY C❑STS WILL BE BORNE BY THE ❑WNER. B. CONNECT OUTLETS AND LIGHTING TO PANEL AND CIRCUIT NUMBER AS SHOWN. a. GROUND FAULT INTERRUPTER BRANCH CIRCUIT BREAKERS SHALL BE AS C. TIME AND MANNER OF EXECUTION OF WORK MAXIMUM NUMBER ❑F H❑ME RUNS IN A COMMON CONDUIT SHALL BE 3, A INDICATED ON THE DRAWINGS. CIRCUIT BREAKERS SHALL BE CIRCUIT a. ALL WORK SHALL BE DONE AS EXPEDITIOUSLY AS POSSIBLE AND IN SUCH N. TESTING C❑MM❑N NEUTRAL MAY BE USED FOR UP TO 3 PHASED CIRCUITS EXCEPT AS INTERRUPTING WHICH WILL OPERATE MANUALLY FOR NORMAL SWITCHING A MANNER AS NOT T❑ CAUSE INTERFERENCE ❑R INTERRUPTION T❑ 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❑ WORK PROPERLY AND BE LEFT IN PERFECT OPERATING CIRCUIT SERVING DATA PROCESSING EQUIPMENT. 0,005 AMP LINE-TO-GROUND FAULT CONDITIONS. THE OPERATING MECHANISM THE C❑NTRACT❑R SHALL NOT OBSTRUCT ENTRANCES ❑R PASSAGES 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 OF 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 WITHOUT ANY CIRCUITS AND TAGGED USING NYLON TIE WRAP MATERIAL AND USING FLAME FAULT CONDITION. THE DEVICE SHALL BE B❑LT-❑N TYPE WITH CASE SUBJECT TO REVIEW AND APPROVAL ❑F THE ❑WNER 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 PANELB❑ARD. c, THE OWNER WILL MAKE AVAILABLE TO THE CONTRACTOR AN ELEVATOR "E-Z-CODE' OR AS ACCEPTABLE, Q. INSTALLATION FOR 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 ❑F 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 PR❑VIDE 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 T❑ HANDLE MATERIALS IN AND ❑UT ❑F THE ELEVATOR AND ❑UT OF BOLTED TO STRUCTURE TO ALLOW FOR LOG OF ACCELERATION. BOLT A OR 1 BLACK BROWN IT IS INSTALLED MUST BE MAINTAINED. THE BUILDING. POINTS AND DIAMETER OF 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 TH❑MAS & BETTS NYLON "TY-RAPS', OR APPROVED EQUAL AT ar NtW D. GUARANTEE AND CERTIFIED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER. NEUTRAL WHITE OR GRAY GRAY OR WHITE MINIMUM 4 INCH INTERVALS. 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, y"�P��RtC�i? r�'g' ❑NE YEAR FROM DATE ❑F 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 .1 * ANY P❑RTI❑NS OF THE WORK WHICH DEVELOP DEFECTS DURING THAT SYSTEM, COLOR-KEYED, CIRCUMFERENTIAL COMPRESSION CONNECTORS AS OR CHANGES, TRACE CIRCUITS TO DETERMINE LOADS AND PROVIDE NEW . TIME SHALL BE REPLACED OR REPAIRED IN A MANNER SATISFACTORY T❑ NOTE: IF EQUIPMENT IS RIGIDLY FASTENED TO C❑NDUIT, DIAMETER AND MANUFACTURED BY THE THOMAS & BETTS C❑,, SERIES 54000 OR AS UPDATED DIRECTORY. r ` THE OWNER, DISTANCE REQUIREMENT FROM SUPPORT APPLIES, ACCEPTABLE, EXCEPT IN MOTOR CONTROLLERS, SWITCHES AND PANELBOARDS f. PROVIDE GROUNDING AND BONDING JUMPERS PER SECTION 16140 AND AS b. ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT EXTENDING BEY❑ND THE c. INSTALL SEISMIC RESTRAINING SYSTEM TYPE II: TAUT FOR OVERHEAD WHERE LUGS CANNOT BE CHANGED. USE MANUFACTURER'S RECOMMENDED INDICATED ON THE DRAWINGS. I o. 16 GUARANTEE PERIOD SHALL BE TURNED OVER TO THE OWNER, SUSPENDED UNISOLATED EQUIPMENT, AND SLACK WITH CABLE DEFLECTION TOOLING TO APPLY, R. BALANCING 'ORS SSIO.-,V �p �! c. REPLACE OR REPAIR TO THE SATISFACTION OF THE OWNER ANY AND ALL F❑R ISOLATED SYSTEMS. F. LUGS SHALL BE THE TWO-HOLE TYPE. INSULATE ALL SPLICES AND TAPS a. ALL BRANCH CIRCUITS SHALL BE BALANCED AT THEIR RESPECTIVE PANEL DAMAGE DONE T❑ THE BUILDING OR ITS CONTENTS OR T❑ THE W❑RK OF d. SEISMICALLY RESTRAIN ALL C❑NDUITS WITH CENTER BRACING OR TYPE II WITH HEAT SHRINKABLE INSULATION, RAYCHEM OR THOMAS & BETTS OR AS TO WITHIN 10 PERCENT FULL LOAD APPLIED. OTHER TRADES IN CONSEQUENCE ❑F 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 I 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 OTHER CLAIMS THAT SPECIFY GUARANTEE PERIODS IN EXCESS OF ONE e.a. 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 ACCESS❑RIES, ADAPTERS AND ALL 1Issued for Building 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 OF COMBUSTION. OTHER MATERIALS, EQUIPMENT AND LABOR NECESSARY F❑R A COMPLETE HAVE SUCH W❑RK D❑NE AS REQUIRED & CHARGE THE COST 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. CONTRACTOR. DIAMETER. 'FLAMESEAL' OR AS ACCEPTABLE, B. INSTALL ELECTRIC OUTLETS VERTICALLY UNLESS NOTED TO THE CONTRARY copyright: © 2023 AVGA e. THE DATE OF ACCEPTANCE SHALL BE THE DATE OF FINAL PAYMENT BY e.c. ALL C❑NDUIT SUSPENDED BY INDIVIDUAL HANGERS 12' IN LENGTH OR AT HEIGHTS AS NOTED, THOSE LOCATED ON INTERIOR COLUMNS SHALL BE THE OWNER OR N❑TICE ❑F ACCEPTANCE BY THE OWNER WHICHEVER IS LESS FROM THE T❑P OF THE PIPE T❑ THE BOTTOM ❑F THE 6. PANELBOARDS CENTERED LATERALLY, THE COPYRIGHT DRAVINGS,SPECIFICATIONS, AND OTHER DOCun¢NTS STRUCTURAL SUPPORT F❑R THE HANGER, A. PROVIDE COMPLETE PANELBOARDS. C. PROVIDE FLOOR JUNCTION BOXES WITH FLOORING OR CARPET HOLDERS T❑ PREPARED BY AGE INSTRUMENTSS OF AVGAA..�TIJEARCHITECTS,OCCU NTS EARLIER t � J f. SEISMICALLY SUPPORT ALL NON-ISOLATED FLOOR AND WALL MOUNTED B. PROVIDE TWO (2) KEYS FOR EACH CABINET LOCK. SATISFY FINISHED FLOOR CONDITIONS. ARE SERAICES FORT IF,USESOLELY\COYPU RESPECFTO THIS PROJECT. UNLESS OTHERNMF, PROVIDED, AVGA SIIAI.L BE 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 DOCU'NfENTS AND SILALL RETAIN ALLCOI,IMONLAW,STATUTORY ANDOTIIER 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 RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT ADDITIONS O THE 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. PROJ CT',OROFORI THEOOCOOPLC7ON OOFCFTH SO PROJECT FR OTI THIS NOTIFY ARCHITECT/DESIGN PROFESSI❑NAL 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. P1 :led: �r%ednesda- 29,2024-ll:35am B� kspear REQUIREMENTS ❑F SUCH CODE IN ACC❑RDANCE WITH THE INSTRUCTION ❑F FOUR-POINT INDEPENDENTLY CABLE BRACED T❑ 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 Fi1c: I:\710o\IDra\pingFilcs\'17II:1?N(:I„AVI?s-C(Y7'I'A(,];S\71oo1?7.I.d�vg THE ARCHITECT/DESIGN PROFESSIONAL AND AT NO ADDITIONAL 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 TO T-BAR CONSTRUCTION. UNITS, OR COMBINATION THEREOF) MOUNTED INSIDE A DEAD FRONT G. 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 C❑NSIDERED MINIMUM REQUIREMENTS. IN CASE OF CONFLICT BETWEEN 2, ALTERATIONS DEVICES AS INDICATED BY THE CIRCUITING, ON THE DRAWINGS, AND IN THE GALVANIZED. FL❑OR BOXES SHALL BE ADJUSTABLE TYPE, THEIR PUBLISHED REQUIREMENTS, THE ARCHITECT/DESIGN PROFESSI❑NAL A. PERFORM ALL WORK WHEN AND AS DIRECTED. SUBMIT SCHEDULE TO OWNER SCHEDULES, L❑CATIONS 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 PROVIDED IN FINISHED AREAS, DECORATOR TYPE SHALL BE 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 Cottages - Electrical DRAWINGS, WHICH EXCEED THE PUBLISHED REQUIREMENTS, SHALL TAKE CANNOT BE DETAILED COMPLETELY ❑N THE DRAWINGS, S❑ME 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 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 Specifications IN EFFECT ❑N DATE ❑F 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. 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 T❑ ACCEPT FUTURE CIRCUIT J. ALL RECEPTACLES SHALL BE 20 AMP, 2-POLE, 3-WIRE, NEMA 5-20R, UNLESS scale: As Noted THE RULES AND RECOMMENDATIONS OF 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 C❑MPANIES, 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: KD WITH THE RECOMMENDATIONS OF THE FIRE INSURANCE RATING HOURS AS APPROVED BY THE OWNER AND AT NO ADDITIONAL COST TO 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 G❑VERNMENTAL 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 ACC❑RDANCE 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 ❑R MAIN LUGS ONLY AS SHOWN, COPPER BUS, FULLY RATED L. NEW WIRING DEVICE PLATES SHALL COORDINATE WITH ARCHITECT AND DELIVER T❑ THE ARCHITECT/DESIGN PROFESSI❑NAL, 'CERTIFICATE OF REMOVE AT J❑B COMPLETION. NEUTRAL AND GR❑UND BARS, NEMA TYPE 1 ENCL❑SURE AND SURFACE ❑R OWNER TO MATCH EXISTING BUILDING STANDARDS. USE ONLY ALUMINUM TAP, APPROVAL' FROM THE VARI❑US 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 B❑XES WITH ALUMINUM CONDUIT. ALL STEEL B❑XES . STATE BUREAUS, FIRE MARSHAL, FIRE UNDERWRITERS, LOCAL BUILDING MATERIALS AND EQUIPMENT UNLESS SPECIFIED AS RETURNABLE TO THE CIRCUIT BREAKER SHALL BE SEPARATE FROM AND N❑T MOUNTED IN FEEDER SHALL BE PRIMED AND FINISHED IN GRAY ENAMEL. DEPARTMENT AND ALL DEPARTMENTS HAVING JURISDICTION. OWNER; IN WHICH CASE, REMOVE WITH❑UT DAMAGE ALL SUCH EQUIPMENT AND BREAKER POSITIONS. 701 f. INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, TURN OVER AND DELIVER TO ❑WNER AT L❑CATION DESIGNATED BY THE H. INTERIORS KEY TO SYMBOLS ` .A ABBREVIATIONS PIPING VALVES INSTRUMENTATION �-- - —� EXISTING CW PIPING TO REMAIN I C.O. CLEANOUT -DIo- TRIPLE DUTY VALVE © GAS DETECTOR ACS DR ACCESS DOOR FPS FEET PER SECOND REQD 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 —�I 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 GUAGE BLDG BUILDING GC GENERAL CONTRACTOR RPZ REDUCED PRESSURE ZONE DEVICE ANDRE W V. L, LOW PRESSURE DRIP - BALL VALVE BOP BOTTOM OF PIPE GAL GALLON SAN SANITARY �-- - - - --�� EXISTING HW RETURN PIPING TO REMAIN Q FLOW SWITCH BT BATHTUB GPH GALLONS PER HOUR SHWR SHOWER GIAMBE'll'ONE W1///��, EXISTING HW RETURN PIPING TO BE REMOVED —��— UNION BASKET STRAINER BTU BRITISH THERMAL UNIT GPM GALLONS PER MINUTE SK SINK THERMOMETER BTUH BTU PER HOUR HT HEIGHT SS SERVICE, SLOP SINK �-- — --� EXISTING SANITARY, WASTE PIPING UNDERGROUND TO REMAIN STRAINER BUTTERFLY VALVE EP ELECTRIC PNEUMATIC SWITCH t CENTERLINE HB HOSE BIB SF, [ SQUARE FEET & ASSOCIATES CHR PL CHROME PLATED HW HOT WATER SOV SHUT-OFF VALVE --,HB 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—iFFHB FROST FREE HOSE BIBB CO CLEAN OUT HWS HOT WATER SUPPLY SPEC SPECIFICATION * ARCHITECTS �- - -- - -� EXISTING WASTE VENT PIPING TO REMAIN -E=3- FLOW CONTROL VALVE ESA] ENVIRONMENTAL SENSOR ALARM PANEL CODP CLEAN OUT DECK PLATE HR HOUR SST STAINLESS STEEL OR FD FLOOR DRAIN COWP CLEAN OUT WALL PLATE HZ FREQUENCY SD STORM DRAIN EXISTING WASTE VENT PIPING TO BE REMOVED EQUIPMENT COD CONTINUED ON DRAWING IN INCH OR INCHES SEP TNK SEPTIC TANK 62 Elm Street FLEXIBLE CONNECTION -�' GATE VALVE CW COLD (DOMESTIC) WATER IPS IRON PIPE SIZE TBR TO BE REMOVED �— - —� NEW CW PIPING ® PUMP CU FT CUBIC FEET IW INDIRECT WASTE TEMP TEMPERATURE Huntington NY 11743 AUTOMATIC AIR VENT - GLOBE VALVE — % CU IN CUBIC INCHES IW SP INDIRECT WASTE STANDPIPE TOS TOP OF STEEL 5-- - - --S NEW HW PIPING CAPPED PIPE MOTOR OPERATED VALVE PUMP D DROP INV INVERT ELEVATION TYP TYPICAL Telephone: 631.367.0050 � D �-----—� NEW HW RETURN PIPING DEMO DEMOLITION KW KILOWATT UNO UNLESS NOTED OTHERWISE Fax: 631.367.6636 NEW SANITARY, WASTE PIPING -y' , �FLD FUNNEL DRAIN DF DRINKING FOUNTAIN LAV LAVATORY UR URINAL OUTSIDE SCREW YOKE -�M - METER DIA, 0 DIAMETER LAVH LAVATORY HANDICAPPED V VENT �-- —� NEW SANITARY, WASTE PIPING UNDERGROUND �1--, ) C- TRAP EQUIPMENT CLEARANCE ZONE DN DOWN L LENGTH VTR VENT THROUGH ROOF lane ertone rC 'teCtS.COn1 --- NEW WASTE VENT PIPING PLUG VALVE DWG DRAWING LBS POUNDS W WASTE DOUBLE CHECK VALVE _ DP DISTRIBUTION POOL LF LINEAR FEET W/ WITH GAS-1 NEW GAS PIPING (LOW PRESSURE) - PRESSURE REDUCING VALVE ANNOTATION EA EACH LP LEACHING POOL W/0 WITHOUT RP REDUCED PRESSURE ® CONNECT TO EXISTING EC ELECTRICAL CONTRACTOR M METER WCV WATER CLOSET FLUSH VALVE TYPE �—SD--i NEW STORM DRAINAGE PIPING ZONE VALVE SHUTOFF BALANCING VALVE EJ SEWAGE EJECTOR DISCHARGE MAX MAXIMUM WCVH WATER CLOSET FLUSH VALVE TYPE HANDICAPPED —V—� NEW VACUUM PIPING LIMIT OF REMOVAL RD ROOF DRAIN E EL ELEVATION MBH THOUSAND BTU PER HOUR WCT WATER CLOSET FLUSH TANK TYPE FREEMAN ENGINEERING,PLLC O �E M R �—N—� NEW NITROGEN PIPING SOLENOID VALVE ELEC ELECTRIC MC MECHANICAL CONTRACTOR WCTH WATER CLOSET FLUSH TANK TYPE HANDICAPPED LAV FIXTURE TYPE EMER SHR EMERGENCY SHOWER MIN MINIMUM WC WATER COLUMN . 3555 Veterans Memorial Hwy �—0—� NEW OXYGEN PIPING 1 NO. OF FIXTURE UNITS EQ EQUAL NFPA NATIONAL FIRE PROTECTION ASSOC. WG WATER GAUGE �,' Suite Q I. 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 s�kE�a� freemaneng@optonline.net ` EXISTING PIPING TO REMAIN 'F DEGREES FAHRENHEIT # NUMBER F & T FLOAT AND THERMOSTATIC NPT NATIONAL PIPE THREAD EXISTING PIPING TO BE REMOVED SHUT OFF VALVE FAI FRESH AIR INTAKE NTS NOT TO SCALE project: NEW PIPING FC FLEXIBLE CONNECTION OAI OUTSIDE AIR INTAKE DIRECTION OF FLOW FD FLOOR DRAIN OD OUTSIDE DIAMETER PIPE TURNING UP FFHB FROST FREE HOSE BIB PD PRESSURE DROP The Enclaves FFWH FROST FREE WALL HYDRANT PDISCH PUMPED DISCHARGE 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: 03.22.24 Al RE-ISSUED FOR BUILDING PERMIT PLUMBING GENERAL DESCRIPTION OF WORK SCOPE 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. OF WW r EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES WITH EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION. �E 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE EQUIPMENT INDICATED WITHIN THESE DRAWINGS UNLESS OTHERWISE NOTED. VERIFY LOCATION AND DIMENSIONS IN THE FIELD 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 COTTAGES - PLUMBING SYMBOLS & NOTES 4'0 OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT OR ENGINEER. A P2.2c COTTAGES - PLUMBING FIRST FLOOR PLAN Ro�ssK3NP5/q�l�l� 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 P5.1 COTTAGES - PLUMBING DETAILS 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 P5.2 COTTAGES - PLUMBING DETAILS status: TO THE OWNER. P5.3 COTTAGES - PLUMBING DETAILS Issued for BuMing 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 P6.1 COTTAGES - RISER DIAGRAM SHALL PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS (SEE EQUIPMENT SCHEDULE). COpyrlght: 0 2023 AVGA P6.2 COTTAGES - RISER DIAGRAM 9. ALL PIPING TO BE CONCEALED IN HUNG CEILINGS, CHASES AND FURRED THE COPYRIGHT DRAVINGS,SPECIFICATIONS, AND OTHER DOCUMENTS P6.3 COTTAGES - RISER DIAGRAM PREPARED BY ANDRRW V.GIAAIBERTONE AND ASSOCIATE,S,ARCIIITECIS,P.C. (A\'G,A)1ORTIIISPROJECT,ART:INSTRUMENTS OF AVGA TTIESE DOCUMENTS 10. REFER TO EQUIPMENT SCHEDULE AND EQUIPMENT SPECIFICATIONS FOR EXACT LOCATIONS OF PLUMBING CONNECTIONS. ARE SERVICESPROVIDED,RT HE SE SOLELY SHALL B REEEMED T THIS PROJECT.UNLESS P7.1 COTTAGES - PLUMBING SPECIFICATION OTFIERAX'ISL' PROVIDED, AVGA SHA1,L BE DEEMED TIIE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL CONMIONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SITALL 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. Plotted: Wedncsdav,l\4av, 29,2034-11:38am Bv: ksrcar File J:\7100\Dra\�ing Files\'I'I IF.F,NCI.AV I?S-CO'1"1'AGF.S\i l00 PO.Ld�vg 13. THE CONTRACTOR TO PROVIDE TRAP PRIMERS, DEEP SEAL TRAP OR TRAP SEAL ON ALL FLOOR DRAINS AS PER APPLICABLE CODE. 14. ALL PENETRATIONS REQUIRED FOR PLUMBING EQUIPMENT AND PIPING THROUGH ANY WALL SHALL BE PROPERLY SEALED OFF TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. 15. ALL SHUT OFF AND ISOLATIOIJ VALVES SHALL BE BALL TYPE. ALL VALVES SERVING TOILETS AND SINKS SHALL BE ANGLE STOP TYPE. title: 16. PROVIDE AN INDIVIDUAL BALL VALVE AND BACK CHECK VALVE TO EACH INDIVIDUAL PIECE OF EQUIPMENT. Cottages - Plumbing Symbols & Notes scale: As Noted drawn: PF POO II ' I MATCHLINE "B_ MATCHLINE "B" ANDREW V. GIAMBERTONE T - = = T-' & ASSOCIATES UNDERGROUND DOMESTIC I ) WATER SERVICE TO COTTAGES. PROVIDE ARCHITECTS SLEEVE AND LOCATE KEY NOTES / BELOW FROST LINE. SEE I T — — — I SITE CIVIL ENGINEERS TF _ _ _ _ IT — — _ -T`I 1. CW DOWN TO FIXTURES ON FIRST FLOOR AND UP TO FIXTURES ON SECOND FLOOR. 62 Elm Street FP I T —_ _— —_ �I 2. CW, HW, & HWR DOWN TO FIXTURES. Huntington, NY 11743 3 3. GAS PIPING UP FROM UNDERGROUND TO FIXTURES IN COTTAGES. —I SEE SITE/CIVIL ENGINEERS DRAWINGS. Telephone: 631.367.0050 GOTT5GE #I BT SH WC I r — — — 4. LOCATE IN ENCLOSURE ABOVE CEILING WITH 1 KW ELECTRIC UNIT Fax: 631.367.6636 71 TUB t I� �I HEATER. '7774,777,7777. 4 _ _ _ GiambertoneArchitects.com I GO I i #I IT - - = �1 SHEET NOTES FFHB I = _ = I - 1. SEE PLUMBING RISERS FOR PIPE SIZING. 2 I i - - - � I SANITARY PIPING TO UNDERGROUND DOMESTIC WATER,I— — — — —I 2. INSULATE ALL DOMESTIC WATER PIPING. APPROVED DISCHARGE. SEE SERVICE TO COTTAGES. PRONTO E E 4,9 ti FREEMAN ENGINEERING,PLLC SITE/CIVIL ENGINEERS SLEEVE AND LOCATE BELOW 3. COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH 3555 Veterans Memorial Hwy DRAWINGS. FROST LINE. SEE SITE/CIVIL I — — — ! MECHANICAL CONTRACTOR. - Suite Q ENGINEERS DRAWINGS. I� _ _ _ �I Ronkonkoma, NY 11779 4. ALL STORM PIPING TO BE PITCHED AT PER FOOT UNLESS I W: 631-648-0577 OTHERWISE INDICATED. SNEER freemaneng@optonline.net I FP 3 project: GOTTA&E # I521 BT H fi WC O ► _ _ _ I The Enclaves Io B H# ►� _ _ _ �! — I 6.1 - - - - - - FFHB 2 I- _ _ _ -! 56655 Route 25 SANITARY PIPING TO UNDERGROUND DOMESTIC WATER-- APPROVED DISCHARGE. SEE SERVICE TO COTTAGES. PROVIDE SITE/CIVIL ENGINEERS SLEEVE AND LOCATE BELOW I— _ _ — —! Southold, New York DRAWINGS. FROST LINE. SEE SITE/CIVIL ENGINEERS DRAWINGS. 1 job number: _ 16-003/7100 FP 3 I I- - - - -I I ate: COTTAGE #5 153 BT SH V IT = = = �1 fi We 03.22.24 RE-ISSUED FOR BUILDING PERMIT 04.10.24 ISSUED FOR ADDENDUM #1 GOT - B FFHB I- - - - -I 2 IT = = = �1 SANITARY PIPING TO UNDERGROUND DOMESTIC WATER APPROVED DISCHARGE. SEE SERVICE TO COTTAGES. PROVIDE III II— —_ SITE/CIVIL ENGINEERS SLEEVE AND LOCATE BELOW I� _ _ _ �I DRAWINGS. FROST LINE. SEE SITE/CIVIL ENGINEERS DRAWINGS. FP 3 I COTTAGE # IT TI I54 BT H FV WC IF = = = 1 4 GO B H#41 - - - - -I •k a`� .ti i 2 SANITARY PIPING TO `r APPROVED DISCHARGE. SEE j SITE/CIVIL ENGINEERS A DRAWINGS. o� x Y 1 Cottages - First Floor Plan Status: Issued for Buildin Permit P2.2c SCALE: 1/8"= 1'-0" copyright: © 2023 AVGA THE COP111IGHT DRAMNGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDRE\C'V.GIAMBERTONEANDASSOCIATES,ARCHTI'ECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS T Q T I? I? Q ARE SERVICES FOR T HE USE SOLELY V ITH RESPECT TO THIS PROJECT.UNLESS q q o---l--' ____ ___ _:_:_ --_-_-_:__'_—---- -___._- _ OTT3ER\C'ISE PROVIDED, AVGA SIL4LI.BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALI.CO\l�[ON1 AW',STATUTORY AND OTHER = RESERVED RIGITTS THAT T7IESE DOCUMENTS SHALL NOT BE USED BY THE o-- H ! OWNER, OR OTIiERS, ON OTHER PROJECTS FOR ADDECIONS TO THIS PROJECT, OR FOR THE COMPLT,'I'ION OF THIS PROJECT FOR OTHERS. I_-- - - - — — ---- L Plotted: \X'ednesdal',lIa`'29,20°4-1139am BY: kspcar ---a _w—._--41� -wr__—' -.�._..—_- __.— it � ' � �� b File: ):\7100\Dra«in};files\'1'I II?IiNCLAVI?S-C()'l"l:AGIsti\7100 P2.?d�Vl; I -- Plbing '. Cotta es - um'- g First Floor Plan scale: As Noted drawn: PF _ ---- a � - --- ' Ke Plan - =======... SCALE:N.T.S. -------- C FINISHED FLOOR v GROUND GAS JOINT GAS SUPPLY LINE COCK UNION JV v ° ° v 3-1/2" MIN.A . v VERIFY SEDIMENT TRAP TO a 4 IS IN ACCORDANCE WITH CONTROLS 4"x4"X 1/4" THICK HOT DIPPED GALVANIZED SECTIONS 408.4 AND 105. 1 " Q OT DIPPED GALVANIZED NUT TO SECURE Q 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 ANDREW V. AS PER SPECIFICATION) AND ADJUSTABLE HOT DIPPED ° LENGTH AS REQUIRED GALVANIZED STEEL PIPE ROLL TO MAINTAIN PITCH. ° DRIP v v POCKET GIAMBERTONE & ASSOCIATES ° PIPE SADDLE OR RIGID ° GAS EQUIPMENT TIE IN DETAIL INSULATION SECTION NO SCALE * ARCHITECTS . 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 P1F`1 G NOT TO SCALE PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR/HUB DRAINS. INSTALL VENT GiambertoneArchitects.com IN PARTITION OR CHASE WHERE SHOWN ON PLAN. HORIZONTAL VENT BELOW FLOOR IS NOT PERMITTED. IF FLOOR/HUB DRAINS ARE MORE THAN 5' OOO 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 OUTLET, WITH A REDUCER ON THE TRAP INLET, AND VENT WITHIN 15 FEET. FREEMAN ENGINEER1NG,PLLC HANG G PROVIDE Y BRANCH �RO DE W E BR C OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE. �E "''�ti (FEET) AND ONE-EIGHTH BEND COLUMN OR PROVIDE„ LEAD FLASHING CRIMP LEAD FLASHING 3555 Veterans Memorial Hwy PARTITION WITH 12 FLANGE, MINIMUM NEATLY DOWN INTO TOP suite Q PIPE STEEL COPPER MINIMUM ROD WITH SCREWED COUNTER- AS SHOWN 2- 12 LBS PER SQUARE 1 OF VENT PIPE ABOUT 1 SIZE SIZE INCHES SUNK ABS PLASTIC PLUG:, ". FINISHED FLOOR 4 % ; M Ronkonkoma,NY 11779 I FOOT. SET LEAD FLANGE II___►I w: 631-648-0577 1/2 6 5 3/8 TAPERED-THREAD WITH I ON FLOOR IN BED OF MASTIC. ( I MINIMUM 18" ABOVE ROOF E,�a�� 3/4 6 5 3/8 TFE JOINT COMPOUND. �-J PAN' REDUCING TRAP-,.,, MEMBRANE CLAMP— freemaneng@optonline.net 1 6 6 3/8 II � � TWO PLIES OF ROOFING ING COLLAR AND 1 1/4 6 6 3/8 Ik - CLEANOUT PROVIDE MASTIC AT EDGES I I SEEPAGE PAN. 1 1/2 6 6 3/8 WHERE CLEANOUT TEE I FACE SHALL OF ROOFING FELTS. I I OVER LEAD FLANGE.FELTS AND MASTIC MAXIMUM TAILPIECE project: 2 7 7 3/8 IS CONCEALED IN A 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 4" OF WALL ROOF INSULATION II II SLOPE WASTE AT 3 10 10 1/2 PROVIDED FOR A DISTANCE OF 50 FEET OR I I ENLARGED WASTE TWO PERCENT. 4 10 10 5/g 50 PIPE DIAMETERS, WHICHEVER IS PROVIDE A ROUND 18 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 PROVIDE 111 111 COMBINATION WASTE 6 10 10 3/4 ALL SHALLLOTATING PROVDE EQUIPMENT. STATICHE HANGER 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-STATIC DEFLECTION FOR PIPES i I P-1SION IF REQUIRED BY TYPE DECK OR JOISTS WITH MAXIMUM 5' ON 2" MACHINE SCREW. I I OF ROOF DECK. AND I-IOLT ANGLEOUND PIPEIRON WELD- PROVIDE TRAP PRIMER IF RE- WASTE OR 6 ON 3 SMALLER THEN 4" DIAMETER REQUIRED. " HANGER ROD BOLTED MINIMUM 12" BELOW ROOF ED OR SCREWED TO QUIRED BY LOCAL AUTHORITIES. 56655 Route 25 TO STRUCTURE ABOVE —ADJUSTABLE STEEL DECK OR JOIST. DEEP—SEAL P—TRAP. Southold New York (FURNISHED AND PIPE ROLL PROVIDE PIPE INCREASER 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, FIXTURE SCHEDULEU / job number: HANGER ROD MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE (SIZE AS PER SPECIFICATION) 7FOR FURTHER REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR PIPE SADDLE OR RIGID INFORMATION. MINIMUM THREE FEET FROM PROPERTY LINE' OR TEN FEET HORIZONTAL WHERE EASILY ACCESSIBLE, BUT NOT IN FOOT TRAFFIC. IF SITUATION 16-003/7100 INSULATION SECTION OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. IF CONCRETE FLOOR IS NOT EXISTING, SET DRAIN IN PLACE AND POUR date: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY AIR INTAKE OR ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: 1 /2 FIBERGLASS INSULATION WITH ALL-SERVICE JACKET ON VENT PIPE AROUND IT. IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL — PIPING INSIDE BUILDING, WITHIN TEN FEET OF VENT THRU ROOF LOCATION. IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4 OF FLOOR. AT CONTRACTORS OPTION, HE MAY USE A NEOPRENE OR FLEXIBLE PVC FLOOR SINKS 1 /2 1) BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. 03.22.24 RE-ISSUED FOR BUILDING PERMIT CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. COUPLING CLAMPED TO FLASHING AND PIPE WITH SS SCREW CLAMPS. SOLE PLATE VERIFY FLASHING AND COUNTERFLASHING WITH ROOFING CONTRACTOR. (INSULATED PIPING ONLY) FLOOR/HUB DRAINS SUSPENDED PIPING SUPPORT VENT T� Ru RooF V1-RMALL CLEANJOUTNO SCALE NO SCALE NO SCALE NOT TO SCALE UL/cUL System No. W-L-1164 F Ratings - 1 and 2 Hr (See Items 1 and 4) UL/cUL System No. F-C-1059 NOTES: T Rating - 0 Hr 1 F Ratings = 1 and 2 Hr 4 UL/cULSystem No. C-AJ-1421 T Ratings = 0 and 1/2 Hr 3 "��9 1. All penetrations through rated walls, including but not limited to Boiler Rooms, r-- 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 4B 4B 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 or 2 fire-rating involved for each separate instance. P� "ZW Y I—•- A 2 ,car 4 A 2. Details shown are typical details. If field conditions do not match requirements of 1 typical details, approved alternate details shall be utilized. Field conditions andC)�� r dimensions need to be verified for compliance with the details, including but not limited �o titi A SECTION A-A to the following: A o'ss�o�P�' SECTION A-A 4A 1. Floor—Ceiling Assembly — The 1 or 2 hr fire—rated solid or trussed lumber joist floor—ceiling assembly shall be * 70 3L<=J 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 AssemblyThe 1 or 2 hr fire—rated sum 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. 9YP / Y firestop assembly shall meet or exceed the highest rating of the adjacent Issued for Buildin Permit 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 and shall include the followingconstruction 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 copyright: 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 is 6 in. (152 mm). Floor—Ceiling Design. Diam of opening shall be 1 in. larger than the outside diam of pipe (Item 2). © 2023 AVGA 2. Metallic Sleeve — (Optional) Nom 6 in. 152 mm diam or smaller Schedule 40 or heavier steel sleeve cast or 3. If alternate details matching the field conditions are not available, manufacturer's studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all ( P ) ( ) ( ) ( ) D. Furring Channels — (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. manner specified in the individual L500 Series Designs in the Fire Resistance Directory. THE PREPARED A nR A'V.G ,SPECIFICATIONS, AND oS,AR DOCUMENTS Ts g 3. Throu h—Penetrant — One metallic pipe or conduit to be installed either concentrically or eccentrically within the g ry engineering judgment drawings are acceptable. Drawings shall follow the International PREPARED By ANURE}C'}.GIANB3ERTONE AND ASSOCLATES,ARCHITECTS,P.C. 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 g P P Y y 1.1 Chase Wall — (Not Shown, Optional) — The through penetrants (Item 2) may be routed through a 1 or 2 hr firerated (AvcA)FOR�IxlsrxoJECT,ARE INSTRUMENTS of AvcA. rxrsE DocuNlr.N�rs m h h when the 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 FORT HE USE SOLELY N}TrH RESPECT To THIS PROJECT.UNLESS penetrating item such that, 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 OTHERWISE PRONIDl;n, AvcA SHALL BE DEE,NIED THE AUTHOR OI'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 g DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER 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 Directory and shall include the following OWNER, RIGHTS THAT ON F[FR PROF TRACE NOT BE O I S shall be as 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. Judgments. OWNER, OP. OTHERS ON OTH[:R PROJECTS T FOR ADDITIONS O TTB$ P 9 �'' P ( ) ( ) ( ) P P construction features: PROJEcr, OR FOR THE CONB'LFTION OI 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: %X,cdncsdac,Ilfay 29,2o2a-u:39am By: kspear 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 'k 2013 Underwriters Laboratories Fire Resistance Director Volume 2 File: 2. Steel Sleeve — Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve friction fit in nom 32 in. 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. Y� diam circular opening cut through gyp sum wallboard layers. Length of steel sleeve to be equal to thickness of wall. F. Conduit — Nom 4 in. 102 mm diam or smaller steel electrical metallic tubing (EMT). D. Gypsum Board Thickness, type, number or layers and fasteners shall be as specified in individual Wall and 'k 3. Through—Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the ( ) ( ) ( > NFPA 101 Life Safety Code 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, `1 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 tide: q q 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, Void or Cavity Material* — Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the metallic pipes, tubing or conduit may be used: P Y `7 f 1 B. 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 o construction beingpenetrated. Cottages Plumbing 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. f P — C. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing. location o) 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, scale: AS Noted flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. diam bead of caulk FIRESTOP OF METAL CONDUIT/PIPING 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 applied to the penetrant/wallboard interface at the point contact location on both sides of wall. 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/F IPING THROUGH N.T.S. N.T.S. GYPSUM RATED WOOD OR STEEL WALL DETAIL REFER ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND AS FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS N.T.S. FROM FIXTURE ALLOW WEEP INLET HOLE OPENING COVER TO GRADE INLET SET SCREW FLOOR STOPPER OR FINISHED GRADE END PLUG TOP OF C❑UNTER POWER JUNCTION DRAIN LINE F9 BOX END -F— LAVATORY OR SINK SEAL 120V POWER TO FAUCET SUPPLY C❑NNECTI❑NSLLJJ ANDREW V. 6" MIN 1/2"HW TO SEC❑ND---C COLD WATER FIXED AIR GAP � � � TO SANITARY MAIN W/ST❑P GIAMBERTONE JR SMITH #3950 WASTE MAIN LAV, CAS SPECIFIED) 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 FL❑❑R POWER Huntington, NY 11743 HEAT TRACING WASTE LINE Telephone: 631.367.0050 BRASS OR COPPER Fax: 631.367.6636 DEEP SEAL TRAP INSTANTANEOUS WATER HEATER DETAIL GiambertoneArchitects.com CLEANOUT DETAIL NO SCALE SAN. WASTE TRAP IN NOT TO SCALE INDIRECT WASTE AIR GAP DETAIL UNHEATED SPACE DETAIL NOT TO SCALE E NOT TO SCALE E M Ati FREEMAN ENGINEERING,PLLC 3555 Veterans Memorial Hwy Suite Q Ronkonkoma, NY 11779 L.., c, W: 631-648-0577 freemaneng@optonline.net project: 110° F TO FIXTURES 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" CI FLASHING DAM AND UNDERDECK AN INTERNAL TRAP, TOP AIR CON— SIZE, AT UNIT CONNECTION. O�ao�� CLAMP BUT DO DISCHARGE DITIONING UNIT. THE= RED NG, FU'LLYSCALE, AWAY FROM UNIT. GROUND JOINT PIPE UNION. 56655 Route 25 ADJUSTABLE STEM AND L SEPARABLE SOCKET, f I f f1f I Af if if if if lf� fl _ THREADED PIPE TO GAS SHUT—OFF COCK. Southold, New York RANGE: 30'F — 180°F LINE SIZE — PVC ADAPTER ON RT BALL VALVE HOLD PIPING AS TIGHT TO WATER HEATER AS CONDENSATE WASTE BRANCH PIPE. SEE PLAN FOR SIZE. POSSIBLE CONNECTION(S). job number: EXPANSION 4" DEEP BRANCH OFF 16-003/7100 TANK PVC PIPE TRAP. TOP OF GAS PIPE MAIN. date: LINE SIZE UNION A.S.M.E. TEMPERATURE/ DISCHARGE AWAY PRESSURE RELIEF VALVE REDUCER FROM SERVICE DOUBLE 03.22,24 RE-ISSUED FOR BUILDING PERMIT (IF REQUIRED) DIELECTRIC AREAS OF U N IT BLOCK COUPLINGS ON ROOF OR WHER (IF REQUIRED) SHOWN ON PLANS. ft Ott /24 HOUR 6 LONG DIRT LEG FULL PIPE SUPPORT. TIME CLOCK LINE SIZE UNION EQUIPMENT CURB SIZE OF BRANCH PIPE. SEE DETAIL. REDUCER PIPE OUTLET TO ---------------- (IF REQUIRED) PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED. JANITOR SINK WATER HEATER; TYPICAL ROOF DRAIN AND SEE WATER HEATER SCHEDULE 20 GA. STAINLESS STEEL DRIP PAN 2" HIGH AND MINIMUM H OVERFLOW DRAIN DETAIL CLEAR AROUND WATER HEATER RTU GAS TIE- IN DETAIL WITH 1/2" DRAIN TIED INTO NO SCALE RELIEF DRAIN PIPING WATER HEATER DETAIL SCALE: NONE SCALE: NONE HW THERMOSTAT y,�PK�� R BLADDER TYPE EXPANSION TANK — 3 4" THREE WAY TEMPERING VALVE a� t- AMTROL #AST-5 FOR OVER—PRESSURIZATION 07 TACO-009 BRONZE CW CIRCULATING sstioN� PUMP, -..---GATE VAL. (TYP.) 1 15V, I status: 1 .4 AMPS, HP. P/T RELEF Issued for Buildinv Permit �— H W R v C VALVE copyright: © 2023 AVGA THE COPYRIGTFF DRAVINGS,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 T HE USE SOLELY WfTII RESPECT TO TITIS PROJECT.UNLESS RELIEF AND DRAIN OTHERNNISE PROVIDED, AVGA SMALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SH.U.1,RETAIN ALLCOM.NIONI.ANN',STATUTORY ANDOTHER RESERVED RIGTFFS THAT''I'HESI? DOCUMENTS SHALL NOT BE USED BY THE 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: Wednesda',May 29,2024-11:39am By: kspear Pile: I:\7100\Draaring l�ilcs\'l'l IE EN(;LAVRS-C(YITA(iI?S\7100 P5?.d%cg CD SEE PLANS FOR HOT WATER HEATER PIPE SIZE MOUNTED ON CONCRETE title' HOUSEKEEPING PAD �—I) GAS COCK Cottages - P umbing DIRT LEG Details DOMESTIC HOT WATER HEATER scale: As Noted PIPING DETAIL drawn: PF SCALE: NONE 5 • d SHAFT WALL d• Jill UL SYSTEM NO.W-L-2186 .d ELEVATOR PIT PLASTIC PIPE THROUGH GYPSUM WALL ASSEMBLY as F-RATING= 1-HR.OR 2-HR. 10 — s~ T-RATING■1/2-HR.OR 1-HR. a L-RATING AT AMBIENT=LESS THAN 1 CFM 1 SQ FT CID L-RATING AT 4007■2 CFM 1 SQ FT00 PIPE SUPPORT FRONT VIEW SECTION A■A EXAMPLE SYSTEM PIPING INCLUDING: PLUMBING LEGEND ° A TEMPERATURE R TEMPERATURE t o- 1 1 2 (2) CYCLONE GAS—FIRED CONDENSING TANK TYPE WATER HEATER & PRESSLRE RELIEF Q CONTROL i v BECK VALVE (1) TACO FLOW THROUGH THERMAL EXPANSION TANK VALVE e• � DRAIN/TEST PORT TEMPERATURE (2) TEMP DHW DELIVERY VVALVE' LIEF GAGE FULL PORT 3 BALL VALVE ° ® CIRCULATING PUMP ❑ WATER FLOW SWITCH < d ° CN CONDENSATE NEUTRALIZATION UNIT ANDREW V• d ° e a ° d < �� 4 HOT WATER TO FIXTURES WATER TO FIXTURES TO FD(TURES (140 F) � (120 F) GIAMBE--PL%TONE PIPE SUPPORT & ASSOCIATES ETV-1 MIXING VALVE 2" PUMP DISCHARGE da System nssor SEE FLOOR PLAN *ARCHITECTS I I A4 . FOR CONTINUATION ` 61 d DHW DHW RECIRC 62 Elm Street a HIGH TEMP MP(14(14 F)0 LOW TEMP(120 F) GATE VALVE °e A WATERPROOF POWER CORD Huntington, NY 11743 La CHECK VALVE CONNECT TO GFI RECEPTACLE 1.GYPSUM WALL ASSEMBLY(UL CLASSIFIED U300, U400 OR V400 SERIES) (14HR. OR 2-HR.FIRE-RATING) UNION (2-HR. SHOWN). Telephone: 631.3 67.0050 2.[NOT SHOWN] WOOD STUDS TO CONSIST OF 2"x 4"LUMBER.STEEL STUDS TO BE MIN.2412"WIDE. + 3.[OPTIONAL] MAXIMUM 3" NOMINAL DIAMETER STEEL PIPE SLEEVE(SCHEDULE 40 OR LIGHTER). PIPEEN IORD &PTO ,� ` 3 Fax: 631.367.6636 FLOAT SWITCH 4.MAXIMUM 1" NOMINAL DIAMETER SDR 9 CROSS-LINKED POLYETHYLENE(PEX)TUB ING(CLOSED o / o J (ON POSITION) PIPING SYSTEM). d a — 5. HILTI FS-ONE MAX OR FS-ONE INTUMESCENT FIRESTOP SEALANT: GiambertoneArchitects.com Ld. A. MINIMUM 518"DEPTH, FOR A 1-HR. FIRE-RATING. B. MINIMUM 1-114" DEPTH, FOR A 2-HR. FIRE-RATING. Filtration Eq ii Entry pmen[Ultra Tie-In @ CW Distribution PIPE SUPPORT °a NOTES : 1.MAXIMUM DIAMETER OF OPENING=3". C Fr-ET 2.ANNULAR SPACE=MINIMUM 112", MAXIMUM 1-318 4 3.WHEN A STEEL SLEEVE IS PROVIDED FOR ASSEMBLIES WITH L-RATINGS,APPLY HILTI F.nlSnee FREEMAN ENGINEERING,PLLC FS-ONE MAX DR FS-ONE INTUMESCENT FIRESTOP SEALANT AROUND PERIPHERY OF OPENING TO COVER EXPOSED ENDS OF SLEEVE AND TO LAP MINIMUM 114"ONTO GYPSUM COLD WATER tc E M 9ti a SUPPLY FEED . SUBMERSIBLE d. °. ` ° . BOARD ON EACH SIDE OF WALL 3555 Veterans Memorial Hwy SUMP PUMP 4.WHEN A STEEL SLEEVE IS NOT PROVIDED, PENETRANT MAYBE INSTALLED ATAN ANGLE I Suite Q FLOAT SWITCH NOT GREATER THAN 450 FROM PERPENDICULAR. Ronkonkoma, NY 11779 ELEVATION I o N (OFF POSITION) G NOTES. W: 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. IyI Sheet 3. SERVICE VALVES ARE SHOWN FOR SERVICING EQUIPMENT.LOCAL CODE SHALL GOVERN THEIR USAGE. THIS DRAWING SHOWS SUGGESTED Title: TYPICAL DETAIL PAGE 1 s/ W 1 of i Orawfng Na. �� NEW SPECIFICATION: PING CONFIGURATION AND OTHER DEVICES; freemaneng@optonline.net HILTI,Inc. SC2I2 CODES AND 7/32n �w PING FOR ADDITIONALECK WITHC REQUIREMENTS.AL 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 Date: REV: AND OIL SHIELD MONITORING PANEL.AS MANUFACTURED BY FEDERAL PUMP CORPORATION. PUMP TO HAVE A CAPACITY OF 10 G.P.M. Hilti Firestop Systems Date Jan.12,2015 2 i 86e AGAINST A TOTAL DYNAMIC HEAD OF 25 FT. PUMP TO HAVE 2-INCH N.P.T. DISCHARGE CONNECTION AND TO BE STANDARD-FITTED CONSTRUCTION project: 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 S'MTCH, FOR AUTOMATIC CONTROL OF THE PUMP. :� _ ® HOT WATER HEATING PIPING SCHEMATIC (HWH-3,5) The Enclaves �' I S 11 NF I (ESIP-1 1253, FIRE STOP OF NON-METALLIC (PEX) TUBING (MAX. 11 SCALE: NONE NOT TO SCALE THROUGH RATED GYPSUM DETAIL SCALE: NONE HILTI FS—ONE INTUMESCENT OR APPROVED EQUAL) 56655 Route 25 Southold, New York job number: 16-003/7100 date: 03.22.24 1 RE-ISSUED FOR BUILDING PERMIT r .032 ALUM. COUNTER / 7 FLASHING ° .44 F.A.I. status: Issued for Buildinv Permit STEEL CHECKER PLATE COVER "SUPERFLASH STACK PIPE FLASHING„ copyright. © 2023 AVGA a (1 /4" MIN. TH K.) AS MANUFACTURED BY 'PORK THE COPYRIGHT DRAVINGS,SPECIFICATIONS, AND OTHER DOCUMENTS STEPPED FLEXIBLE PVC OR NEOPRENE COUPLING CLAMPED ° MANUFACTURING INC." PREPARED BY ANDRmr'V.GIAb1BER'rONEANDASSOCt.TTES,ARCitITrECTS,P.C. TO FLASHING AND PIPE WITH STAINLESS STEEL SCREW CLAMPS. • WITH ALUMINUM BASE PREPARED BYIS NDRFE T,ARE IN,STR'fONEAS OF AVGA. ES,AR DOCUMENTS ARE SERVICES FOR T IIF USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS SET IN INDUSTRIAL STRENGTH ROOFING OTHER\VISE PROVIDED, AVGA SHALL BE DEENIED TILE AUrnOR OF THESE GROUND—JOINT PIPE UNION ° 4, CEMENT (KARNACK) AND NAIL OFF DOCUNII'NTS AND SHALL RETAIN ALLCOMNIONLAW,STATUTORY ANDOTIIER RESERVED RIGHTS THAT TIIESE DOCUMENTS SHALL NOT BE USED BY THE PROVIDE OVXNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS LEAD OR ELBOWS TO PROJECT, OR FOR TIIE COMPLETION OF TIIIS PROJECT FOR OTIIF•RS. COPPER COMPENSATE ° » fl 1 totted: \r ednesd,m,Afar 29,20_4-11:39am Bt: kspear FOR PIPE File: J:\7100\Dra«7ngFilcs\'ITIf?1?NCI.,1VI?S-(:O'ITAGI?S\71001'5.3.dNN'g FLASHING OR ROOFING OVER PIT 36 x24 SPUN ALUMINUM METAL FLASHING EXPANSION. BASE IN BED BY ROOFING •a . OF MASTIC. I I CONTRACTOR. O ° 4» HOUSE TRAP EXISTING ROOF DECK COORDINATE ROOF SUPPORT. I REFER TO DETAIL. 4 title: WITH ROOFER. � � • Cottages - Plumbing II II ROOF INSULATION a I I II ROOF DECK NEW VENT PIPE Details SLEEVE ROOFtf__V_� FROM BLDG. a TO SYSTEM scale: As Noted IF REQUIRED. -- ANCHOR PIPE TO ROOF DECK OR JOISTS. d a 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 DETAIL VENT PIPE FLASHING DETAIL FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS P503 SCALE: NONE NO SCALE SCALE: NONE 3 VTR AL r---T--I--T---� I I I I 2' t ,i 2» I I I I ANDREW V. LAV rWC rJBTSHWRGIAMBERTONE 1 426 & ASSOCIATES t4„ - 4' GRADE * ARCHITECTS 4 CONTINUED ON SITE 4» �� ENGINEERS DRAWINGS 62 Elm Street Huntington, NY 11743 MIN. 1 /8" PITCH TYPICAL COTTAGE SANITARY RISER DIAGRAM Telephone: 631.367.0050 TYPICAL OF ALL p SANITARY/WASTE PIPING SCALE: NONE Fax: 631.367.6636 GiambertoneArchitects.com E M.9 FREEMAN ENGINEERING,PLLC 3555 Veterans Memorial Hwy rs Suite Q Ronkonkoma,NY 11779 . .. W: 631-648-0577 �s�NEEt;�t, freemaneng@optonline.net project: The Enclaves 56655 Route 25 Southold, New York job number: 16-003/7100 date: 03.22.24 z1 RE-ISSUED FOR BUILDING PERMIT of co R r 010R0FC-S status: 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)FORTHIS PROJECT,ARE IN'TI IUMBNTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T IIF.USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONI.AN',STATUTORY AND OT'I IER RESERVI?D 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: Wednesdav,nlav 29,2024-11:39am By: kspear File: J:\7100`\I)raNNing Filcs\'l'111?l?NCI,AVIiS-(:O'11'AGI?S\7100 P6.1.dN� title: Cottages - Plumbing Riser Dia,()-i-amct� scale: As Noted drawn: PF MIXING VALVE FOR COTTAGES. TYPICAL. ANDREW V. GIAMBERTONE & ASSOCIATES »I ° ARCHITECTS WC SHWR LAV I 5 2 2 62 Elm Street TYPICAL COTTAGE DOMESTIC Huntington, NY 11743 WATER RISER DIAGRAM Telephone: 631.367.0050 SCALE: NONE Fax: 631.367.6636 GiambertoneArchitects.com ® O ELECTRIC WATER HEATER SCHEDULE BASIS OF DESIGN AO SMITH �c►� E M,9+ FREEMAN ENGINEERING,PLLC ' .w . 3555 Veterans Memorial Hwy ELECTRICAL APPROX. STORAGE Suite Q ID SERVICE MODEL GAL ENTERING LEAVING AP TOTAL ELEMENT EQU LOAD WEIGHT REMARKS . - . GPH TEMP :F TEMP :F FT. WG. MBH WATTAGE V/PH/HzRENT (LBS) Ronkonkoma NY 11779 EWH COTTAGES DEL-10 10 12 40 140 — — 3000 208/1/604.4 35 (1)7— WITH Eh, �� W: 631-648-0577 G�NEER� O1 TEMPERATURE AND PRESSURE RELIEF VALVE PIPED TO DRAIN PAN �2 CEILING—HUNG, PROVIDE W/ SECONDARY DRAIN PAN PIPED TO NEAREST DRAIN freemaneng@optonline.net project: The Enclaves 56655 Route 25 Southold, New York job number: 16-003/7100 date: 03.22.24 A RE-ISSUED FOR BUILDING PERMIT P�tioF t�W r r Y status: Issued for Building Permit copyright: 0 2023 AVGA 111E COPYRIGHT DRANCINGS,SPF.CIFICAnONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBI?RTONE AND ASSOCIATFS,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INS'l'RUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T I IE USE SOLELY VTFI I RESPECT TO TI IIS PROJECT.UNLESS OTHP.RNCISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SIIALL RETAIN ALI,COALNIONLAW,STATUTORY ANDO'I'HER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL. NOT BE USED BY T1IE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF 'PHIS PROJECT FOR OTHERS. Plotted: Wednesday,,Af,.i 29,2024-11:39am By: kspear Filc: J:\7100\DraxNing Filcs\'I'1 IF,I,NCI,AVES-CO'I'I:AGI?S\7100 P6?.dng title: Cottages - Plumbing Riser Diagram scale: As Noted drawn: PF P602 ANDREW Ve GIAMBERTONE COTTAGE #4 COTTAGE #3 COTTAGE #2 COTTAGE #1 & ASSOCIATES 1541 153 152 151 ®ARCHITECTS 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 STP GEN FP FP FP FP Fax: 631.367.6636 205 MBH 50 MBH 50 MBH 50 MBH 50 MBH GRADE GiambertoneArchitects.com 0 1�» E E M e FREEMAN ENGINEERING,PLLC CONTINUED ON HOTEL DRAWINGS 3555 Veterans Memorial Hwy Suite Q r_ ? Ronkonkoma, NY 11779 W: 631-648-0577 LOW PRESSURE NATURAL GAS RISER DIAGRAM freemaneng@optonline.net SCALE: NONE project: The Enclaves 56655 Route 25 Southold, New York job number: 16-003/7100 date: 03.22.24 1 RF-ISSUED FOR BUILDING PR IT P��pF HCIy Y co status: Issued for Buildinv Permit copyright: © 2023 AVGA THE COPYRIGHT DRAXV[NGS,SPECIFICATIONS, AND OTIIER DOCUMENTS PREPARED BY AIVDREXX'V.GIAMBERTONEANDASSOCI.ATES,ARCHITECTS,P.C. (AVGA)FOR T1ITS PROJECT,ARE INSTRUAfENTS OF AVGA. THESE DOCUMENTS ARE.SERVICES FORT HE USE SOLELY XXITH RESPECT TO"ITS PROJECT.UNLESS OTTIERWISF, PROVIDED, AVGA SHALL BE DEEMED TIIE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN AI.L CONIMONLAXV,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OXXNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR "17IF, COMPLETION OF THIS PROJECT FOR OTHERS. Noted: \C'ednesdav,A1ay 29,2024-11:39am By: ksrear Filc: ):\7100\Dra c7n Files\'1'I II?F,NCI,AVI?ti-CO'I 1'AGF.S\7100 PG.3.d cg title: Cottages - Plumbing Riser Diagram scale: As Noted drawn: PF P603 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 A112.36.2M. 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 C. DRAINAGE SYSTEMS SOLDER SECTION. 6. CLAMPING DEVICE: REQUIRED. AND/OR ENGINEER. 7. OUTLET CONNECTION: NO HUB . (1) SLOPE HORIZONTAL DRAINAGE PIPING 2 INCHES AND ENDS S216BRRS 1.2 SUMMARY 4. CLEANING AND ADJUSTMENT SMALLER AT 1/4 -INCH PER FOOT MINIMUM. 8. CLOSURE: BRASS PLUG WITH STRAIGHT THREADS AND GASKET . A. BRUSH AND CLEAN WORK PRIOR TO CONCEALING, PAINTING AND 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 GASCOCKS 2" AND SMALLER GAS COCKS SHALL BE EQUAL TO HOMESTEAD N0 2. CLEANOUTS. 1 1. 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, IROIJ 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 1. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: ( INSERTS, BEAM CLAMPS, STEEL FISHP IN CONCRETE FILL LATES PROVIDE OPERATING WRENCHES WITH EACH VALVE. C. CAST-IRON WALL CLEANOUTS B. RELATED REQUIREMENTS: A. FIXTURES AND TRIM ONLY), AND ACCEPTABLE BRACKETS. 1. SECTION 076200 "SHEET METAL FLASHING AND TRIM" FOR PENETRATIONS OF ROOFS. ANDR EW Ve 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., ELDER 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., ELJER CO., T AND S 13RASS WORKS, INC., ACCORDANCE WITH CISPI. 1.4 QUALITY ASSURANCE 2. STANDARD: ASME A112.36.2M. INCLUDE WALL ACCESS. RADA, DELTA FAUCET CO., MOEN, AND SPEAKMAN CO. C. COPPER TUBING: INSTALL IN ACCORDANCE WITH COPPER PR 14 W.C. THE LOCKUP TYPE LINE PRESSURE REGULATOR SHALL BE 3. SIZE: SAME AS CONNECTED DRAINAGE PIPING. PROVIDED WITH UPSTREAM AND DOWNSTREAM PRESSURE-TEST GAUGES. 3. FIXTURES DEVELOPMENT ASSOCIATION RECOMMENDATIONS. 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 (1) A. SEE P-601 AND ARCHITECTURAL DRAWINGS. THE PRESSURE REGULATOR SHALL BE CERTIFIED TO ANSI Z21 .80 AND 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. * ARCHITECTS 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. Huntington, 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. "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 B. WHERE REQUIRED, FIXTURES SHALL BE PROVIDED IN A BARRIER FREE 3. BODY MATERIAL: CAST IRON . 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. A. PRIOR TO PIPES BEING COVERED, ALL PIPING WILL BE TESTED AND FLAME-PROOFING TREATMENTS SUBJECT TO DETERIORATION DUE TO MOISTURE OR HUMIDITY ARE NOT ACCEPTABLE GUIDELINES. 5. COMBINATION FLASHING RING AND GRAVEL STOP: REQUIRED. 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 C. PLUMBING FIXTURES TO BE SPECIFIED BY OTHERS. 7. OUTLET: BOTTOM 2. STANDARD: ASME A112.14.1. PRESENCE OF THE OWNER'S REPRESENTATIVES AT 100 PSI FIBERGLASS, ONE PIECE MOLDED SECTIONAL PIPE-COVERING, WITH A 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. 3. SIZE: SAME AS CONNECTED PIPING. E M FREEMAN ENGINEERING,PLLC 9. EXTENSION COLLARS: NOT REQUIRED 0� 9 NO LEAKS. B. ADHESIVES AND COATING SHALL BE SIMILAR TO FOSTER AND 4. BODY MATERIAL: CAST IRON. 4P 3. DISINFECTION OF POTABLE WATER SYSTEMS ADHESIVES FOR LAPS SHALL BE 85-75, R SELF-SEALING LAPS MAY D. PROVIDE ALL INCIDENTAL TRIM (ANGLE STOPS, TRAPS: SUPPORTS, 10. UNDERDECK CLAMP: REQUIRED. 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 1 1. EXPANSION JOINT: REQUIRED. 6. END CONNECTIONS: HUB AND SPIGOT OR NO HUB. Suite Q AND ALL HOT AND COLD WATER PIPING, DRINKING WATER PIPING AND OF FIXTURES SPECIFIED BY OTHERS. ALL INCIDENTALS SHALL BE '` 30-35 FOR COLD WATER AND 30-36 FOR HOT WATER. 12. SUMP RECEIVER PLATE: NOT REQUIRED 7. CHECK VALVE: REMOVABLE BRONZE SWING CHECK FACTORY ASSEMBLED OR FIELD �. 4d ; � 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. 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 sINEER� B. SAMPLES SHALL BE TAKEN AS 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 16. WATER DAM: 2 INCHES HIGH . PRESCRIBED BY THE DEPARTMENT OF HEALTH, OR WHERE NO PIPING. 2.4 TRENCH DRAINS METHOD IS PRESCRIBED BY THE DEPARTMENT OF HEALTH, BY THE (2) HOT WATER 17. .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 Al12.6.4. 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. DIMENSION OF BODY: 8- M 12-INCH 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 5. COMBINATION FLASHING RING AND GRAVEL STOP: REQUIRED. 6. OUTLET: BOTTOM . MOLDED CLOSED CELL ANTIMICROBIAL PROTECTIVE COVERING. 6. FLOW-CONTROL WEIRS: REQUIRED. (3) FOLLOWING THE PRESCRIBED STANDING TIME, THE SYSTEM ACCEPTABLE MANUFACTURERS: TRUEBRO, INC., MCGUIRE 7. OUTLET: BOTTOM 7. OUTLET TYPE: INSIDE CAULK Southold New York SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL NO 8. GRATE MATERIAL: DUCTILE IRON � EXCESS OF CHLORINE REMAINS IN THE WATER COMING MANUFACTURING CO., INC., OR PLUMBEREX, SPECIALTY PRODUCTS, 8. OUTLET TYPE: NO HUB INSIDE CAULK THREADED . 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: . D. DRAINAGE SYSTEMS 1 1. EXPANSION JOINT: REQUIRED. CONTAMINATION STILL PERSISTS IN THE SYSTEM. FOR CONDENSATION CONTROL. 11. TOP-LOADING CLASSIFICATION: HEAVY DUTY. job number: 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. 31 INSTALLATION 14. WIRE MESH: NOT REQUIRED. . date: 1. TRAPS 15. PERFORATED GRAVEL GUARD: NOT REQUIRED. A. INSTALL ROOF DRAINS AT LOW POINTS OF ROOF AREAS ACCORDING TO ROOF MEMBRANE 4. INSTALLATION 16. VANDAL-PROOF DOME: NOT REQUIRED . A. PROVIDE DEEP SEAL P TYPE. PROVIDE TRAPS FOR FLOOR, AREA, A. ADHERE JACKETS WITH ADHESIVE AND BUTT SECTIONS OF INSULATION 1. INSTALL FLASHING COLLAR INSTALLATIONUFACTURER'S WRITTEN OR FLANGESOFUROOFS AND FUNNEL DRAINS AND CONNECTIONS TO FIXTURES AND 17. WATER DAM: 2 INCHES HIGH DRAIN TO PREVENT LEAKAGE BETWEEN 0122.24Al RE-ISSUED FOR BUILDING PERMIT TIGHTLY TOGETHER AND ADHERE THREE-INCH BUTT STRIPS OF . EQUIPMENT. JACKET MATERIAL OVER JOINTS. AT FITTINGS AND VALVES, OVERLAP 18. . DRAIN AND ADJOINING ROOFING. MAINTAIN INTEGRITY OF WATERPROOF MEMBRANES WHERE E. PIPING, FITTINGS AND HANGERS MASTIC AND FIBERGLASS REINFORCING CLOTH TWO INCHES ONTO PIPE C. CAST-IRON, SMALL-SUMP, GENERAL-PURPOSE ROOF DRAINS PENETRATED. 1. QUALITY ASSURANCE INSULATION. 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 2. INSTALL EXPANSION JOINTS, IF INDICATED, IN ROOF DRAIN OUTLETS. USED IN ANY PIPING SYSTEM SHALL BE STAMPED OR INDELIBLY ONE OF THE FOLLOWING: 3. POSITION ROOF DRAINS FOR EASY ACCESS AND MAINTENANCE. C. INSULATE ALL WATER PIPING AT FIXTURES AND EQUIPMENT, INCLUDING MARKED WITH WEIGHT OR QUALITY, AND MANUFACTURER'S NAME OR 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. COLLECTIVE TRADEMARK OF THE CASTT IRON PIPE INSTITUTE OR CONNECT TO SHEET METAL DOWNSPOUTS. B. SANITARY PIPE AND FITTINGS SHALL MARKED WITH THE 5• FIELD QUALITY CONTROL EQUIPMENT, c. ZURN INDUSTRIES, LLC. C. INSTALL DOWNSPOUT BOOTS AT GRADE WITH TOP 12 INCHES ABOVE GRADE. SECURE TO RECEIVE PRIOR APPROVAL OF THE ENGINEER. 2. STANDARD: ASME A112.6.4. BUILDING WALL. 2. SUBMITTALS A. REPAIR SEPARATION OF JOINTS ON INSULATION DUE TO THERMAL 3. BODY MATERIAL: CAST IRON. MOVEMENT OR POOR WORKMANSHIP. D. INSTALL CONDUCTOR NOZZLES AT EXPOSED BOTTOM OF CONDUCTORS WHERE THEY SPILL A. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: 4. DIMENSION OF BODY: NOMINAL 8-I1NICH DIAMETER. ONTO GRADE. (1) FITTINGS G. VALVES FOR PLUMBING WORK 5. COMBINATION FLASHING RING AND GRAVEL STOP: REQUIRED. (2) FLASHING SLEEVES 1. BASE BID MANUFACTURERS E. INSTALL CLEANOUTS IN ABOVEGROUND PIPING AND BUILDING DRAIN PIPING ACCORDING TO 6. OUTLET: BOTTOM . THE FOLLOWING INSTRUCTIONS UNLESS OTHERWISE INDICATED: (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 NPS 4. USE NIPS 4 FOR 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 11. 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 BE TYPE "L" HARD A. SIMILAR TO CRANE 8-346. 15. . TOP FLUSH WITH FINISHED FLOOR. DRAWN COPPER TUBE (ASTM-B-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 OF Nc-=,y, SERVICE WEIGHT CAST IRON PIPE OR HUBLESS CAST IRON PIPE. A. INSTALL VALVES WHERE INDICATED OR REQUIRED IN ACCESSIBLE ONE OF THE FOLLOWING: H. INSTALL HORIZONTAL BACKWATER VALVES IN FLOOR WITH COVER FLUSH WITH FLOOR. 6. FITTINGS 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. Q A. MALLEABLE IRON, THREADED AND BANDED SHALL 13E STANDARD b. MIFAB, INC.c. ZURN INDUSTRIES, LLC. J. INSTALL TEST TEES IN VERTICAL CONDUCTORS AND NEAR FLOOR. r WEIGHT EXCEPT AS NOTED, IN ACCORDANCE WITH ANSI B-16.3. PIPING MATERIALS: 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 ACCORDANCE WITH ANSI-B-16.18; OR WROUGHT COPPER, IN WEIGHT CAST IRON PIPE WITH BELL & SPIGOT JOINTS. JOINTS SHALL BE INDICATED. �o '�n. 3. BODY MATERIAL: CAST IRON 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 7. UNIONS TYLER PIPE CO. OR APPROVED EQUAL. 5. OUTLET: BOTTOM . OF DRAINS FLUSH WITH FINISHED SURFACE UNLESS OTHERWISE INDICATED. A. UNIONS SHALL BE GROUND JOINT TYPE USING BRASS FOR BRASS 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 Bddina Pernut 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 BRASS SET-SCREW 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 COPYRIGHT DRAMNGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDRFW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. CEILINGS, WALLS AND PARTITIONS. SOLDER JOINT FITTINGS. FITTINGS SHALL BE COPPER. JOINTS SHALL BE (AVGA)FOR TI ITS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUItENTs 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 FORfDFD, AVGA SHALL LLB RESPECT TO THIS PROJECT.UNLESS ( � ) A. CAST-IRON EXPOSED CLEANOUTS oTIIERa7sE PROVIDED, AVGA sHAI.L BE nrEnlrn THE AUTHOR of THESE CHROMIUM PLATED PIPING. SHALL CONFORM TO ASTM SPECIFICATION B-32. DOCUMENTS AND SHALL RETAIN ALLCOMAIONLAW,STATUTORY ANDOTHER 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 DOCUMENTS SITAIJ. NO'I BE USED BY THE 9. TESTS AND INSPECTIONS OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS A. 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: Weancsday"May 29,2024-11:34am IRy: kspear B. DRAINAGE AND VENT PIPING INSIDE BUILDING SHALL BE TESTED AS FITTING. b. MIFAB, INC. 3.3 FLASHING INSTALLATION File: 1:\yioo\nra,N7i�,r>>��s\`rilr:l.Nc;].nvI�s-cc�'ri',�c,f�s\y1oorz1.a«g FOLLOWS: c. ZURN INDUSTRIES, LLC. (1) WATER TEST: IF TESTED IN SECTIONS, FILL EACH SECTION 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 FLOOR-TO-FLOOR HEIGHT, WHICHEVER IS GREATER SO THAT 3. SIZE: SAME AS CONNECTED BRANCH. OTHER DRAINAGE SHAPES ARE REQUIRED. 1 . INTERIOR NATURAL GAS PIPING SHALL MEET LOCAL title: 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 ALL OF EACH SECTION, EXCEPT THE TOPMOST, IS TESTED GAS COMPANY GUIDELINES. MATCH CONNECTED PIPING. EMBEDDED IN FLOORS AND ROOFS WITH WATERPROOF MEMBRANE. Cottages - PlumbingWITH A HEAD OF AT LEAST TEN FEET. WATER LEVEL SHALL REMAIN 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 Specifications (2) SMOKE TEST: AFTER DRAINAGE CONNECTIONS HAVE BEEN CLEANOUT SIZE. D. SECURE FLASHING INTO SLEEVE AND SPECIALTY CLAMPING RING OR DEVICE. 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. P7el