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HomeMy WebLinkAbout50784-Z TOWN OF SOUTHOLD 0; �tt BUILDING DEPARTMENT v 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#: 50784 Date: 6/4/2024 Permission is hereby granted to: Singer, Michael 1710 N Ba iyv ew Rd Ext Southold, NY 11971 To: Construct basement alterations to an existing single-family dwelling as applied for. At premises located at: 1710 N Bay view Road Ext, Southold SCTM # 473889 Sec/Block/Lot# Pursuant to application dated 4/24/2024 and approved by the Building Inspector. To expire on _ 12/4/2025w. ww Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,050.00 CO-ALTERATION TO DWELLING $100.00 Total: $1,150.00 m Building Inspector TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 A'r Telephone(631) 765-1802 Fax(631) 765-9502 http.://W'WW,soutlioldtoNvany.goV Date Received BUILDINGAPPLICATION FOR B r For Office Use Only y ,J i 'n PERMIT NO. Building Inspector'., - i�+ > �� I Applications and forms must be filled out in their entirety.Incomplete f ""�dl r applications will not be accepted. Where the Applicant is not the owner,ani a .„ fi a, Owner's Authorization form(Page 2)shall be completed. Date:4/11/2024 OWNER(S)OF PROPERTY: Name:MICHAEL SINGERMJUNE KEENAN SCTM#1000-473889 Project Address:1710 N BAYVIEW ROAD EXT, SOUTHOLD NY 11971 Phone#:631-407-5373 :[:Ea:il:M:Singer@healthesq.com Mailing Address:1710 N BAYVIEW ROAD EXT, SOUTHOLD NY 11971 CONTACT PERSON: Name:MICHAEL SINGERMJUNE SINGER Mailing Address:1710 N BAYVIEW ROAD EXT, SOUTHOLD NY 11971 Phone#:917-355-3677 Email:msinger@healthesq.com DESIGN PROFESSIONAL INFORMATION: Name:JOHN A. DORIA, AIA Mailing Address:PO BOX 63, MASSAPEQUA NY 11758 Phone#:929-983-4893 Email:JOHN@l020ARCHITECTURE.COM CONTRACTOR INFORMATION: i Name:Martino Construction Group Inc., Attn: Vincent Martino Mailing Address:2155 Ocean Ave Ronkonkoma, NY 11779 Phone#:(631) 337-8209 Email:heather@martinocg.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑' Other PARTIAL FINISHED BASEMENT $166,000 Will the lot be re-graded? ❑Yes 19No Will excess fill be removed from premises? ❑Yes @ No 1 PROPERTY INFORMATION Existing use of property:RESIDENTIAL Intended use of property:N/C Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes RNo IF YES, PROVIDE A COPY. N 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(print n me . MI h e H. Si fir^ ❑Authorized Agent NOWner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Michael H. Singer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (Contractor,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 rY' 1 day of Notary Public MARIA PRIKAS GANLEY I � 1m Notary Public-State of New York R� PI,,,l I° .. W�III� �'I 1 1 NO.01PR5003206 �..m�.�. - ' ' Suffolk Count (Where the applicant is not the owner Qualified m S Y pp � My Commission Expires Oct 19, 2026 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 f� s Suffolk County Department of Labor, Licensing Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 01/19/2024 No. 'HI-69854 SUFFOLK COUNTY 3 Home Improvement Contractor license , - This"Is to certify that C dy, Ain Martino. doing business as Martino Construction Grin having furnished the requirements set forth in accordance with and subject to the pra�isions of applicable laws, rule at n f bounty,of Suffolk, State,of New York 1�hereby l censed'to conduct' ROVEMENTCONTRACTOR, �n\the County of Suffolk. vv al Businesses ID WITHOUT Restrictions vy NOT SAL TMENTAL-SEAL DEPAR H1Q Carpentry \\ \ ` \ AND A CURRENT \., CONSUMER AFFAIRS, x ,.... ... �'" -.� \\\ \�\\,\��-yam\\\\\ \�` �`,\�\. ��\\� �\ .••, e \\\... CARD: \. ,g\\�\ - �—�A STANEW workers' CERTIFICATE OF INSURANCE COVERAGE TE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MARTINO CONSTRUCTION GROUP INC 631-767-3015 41 INDIAN AVE RIVERHEAD,NY 11901 Work Location of Insured(only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 93-3694830 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) SHELTERPOINT LIFE INS CO TOWN OF SOUTHOLD BUILDING DEPT, 3b.Policy Number of Entity Listed in Box"la" TOWN HALL ANNEX BUILDING 54375 ROUTE 25 D705139 PO BOX 1179 SOUTHOLD,NY 11971 3c.Policy effective period 11/09/2023 to 11/09/2024 4. Policy provides the following benefits: R A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law_ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative o licensetoent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insuran veragescribed above. Date Signed 04/23/2024 By l (Signature of insurance carri r"s uthorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 631-750-6990 Name and Title ROBERTJOHNSON,PRESIDENT IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance cancers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 11 III�D �� 12i0ii1iiii(i10i-i ;)i�l� " 0 DATE(MMIDDIYYYY) AR" CERTIFICATE OF LIABILITY INSURANCE 4/11/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: It the certificate holder is an ADDITIONAL INSURED,the Pollcy(los)must have ADDITIONAL INSURED provisions or be endorsed, If g terms and ties may require an endorsement. A statement on this SUBROGATION I does of confer rights to theece certificate holder In lieu of such ertdorseata nos). PRODUCER NAME: Cindy Klein ISC Coverage PHONE c Nn (631)750-6990 c,Nei: (631)860-0691 PO Box 247 ADDRESS: Cindy@isccoverage.com INSURERS)AFFORDING COVERAGE NAIC# Sayville NY 11782 INSURER A: SOUTHWEST MARINE&GEN INS CO 12294 INSURED INSURER B: Martino Construction Group Inc INSURER C: 41 INDIAN AVE INSURER D., INSURER E FLANDERS NY 11901-4047 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED,BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OF INSURANCE INSD MIVD POLICY NUMBER MIDDNYYY) (Mwo= LIMITS PC COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE NCI OCCUR OREIwiISIzS( ) $ 300,000 MED EXP(Any one person) $ 5,000 A GL202300018442 11/09/2023 11/09/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PECOT- LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY (Ea t $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED $ AUTOS ONLY AUTOS ONLY Peracdklpntl UMBRELLA LIAB OCCUR EACH OCCURRENCE $_ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ ORIC RS COMPE SAMON ND EMPLOYERS'LIABILITY YIN STATUTE ENS Y PROPRIETORIPARTNERIEXEC JTIVE❑ E.L.EACH ACCIDENT $ N/A FFICERIMEMBER EXCLUDED? Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yyas,desc&e under ESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ n DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold Building Dept.Town Hall Annex ACCORDANCE WITH THE POLICY PROVISIONS. Building54375 Route 25 AUTHORIZED REPRESENTATIVE P.O.Box 1179 Robt44-J&k-1&- Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD /7-114-N*N*- NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 933694830 MALCOLM ROBERTS&ASSOCIATES INC DBA ISC COVERAGE @MSI PO BOX 801 SAYVILLE NY 11782 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MARTINO CONSTRUCTION GROUP INC TOWN OF SOUTHOLD BUILDING DEPT 41 INDIAN AVE TOWN HALL ANNEX BLDG 54375 FLANDERS NY 11901 ROUTE 25 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER j POLICY PERIOD DATE 12600 225-3 681480 11/10/2023 TO 11/10/2024 4/11/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2600 225-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUP NCE FUND DIRECTORJNSURANCE FUND UNDERWRITING VALIDATION NUMBER:440722516 U-26.3 _A� sirssoRs SHEET LIST r ,� 1710 NORTH SHEET NUMBER SHEET NAME T-01 TITLE SHEET BAYVIEW RD A-01 BASEMENT FLOOR PLAN, SECTIONS & DETAILS �VACANT� A-02 FIRST FLOOR PLAN E� 14'9, A-03 INOTES NoRE'--�1 H8 3g AY SEW `X� A-04 NOTES 0 W D AO ' a SOUTHOLD V WINDOW SCHEDULEa�Vc APRON 5A4 NEW YORK N Cn oo # MANUFACTURER MODEL # SIZE TYPE NOTES 11971 573�402� E O 5„ EGRESS WINDOW 18 2' I m A ANDERSON 400 SERIES CX135 2-8 x3-5 �s CASEMENT „ E� v 3-8 FLOOR TO SILL MAX TOWN OF SOUTHOLD co NOTES: 1. ALL WINDOW FINISHES TO MATCH EXISTING (EXTERIOR IS WHITE, INTERIOR VERIFY. MATCH TRIM 2. ALL WINDOW GLASS INSULATING & LOW-E 3. ALL WINDOW HARDWARE CLASSIC/WHITE 4. PROVIDE JAMB EXTENSIONS, & INTERIOR TRIM TO MATCH CP � MASSAPEQUA, NEW YORK 11758 929.483.6893 ;sue INFO@1020ARCHITECTURE.COM EXIST L.PC DOOR SCHEDULE P EXISTING Gp� EXIST L.P B GRAVEL MATERIAL DRIVEWAY DOOR SIZE TYPE FIRE RATING FINISH NOTES ST A 45.6' NUMBER DOOR FRAME EXIST PROVIDE ALL HARDWARE & TRIM. SELECTED EXISTING 10 6-0" x 6'-8" HINGED 1-1/2 HR METAL METAL PER OWNER PATHWAY 24.0' BY OWNER EXISTING x x 16.0' N �P 396' 20 2'-6" x 6'-8" HINGED 1-1/2 HR WOOD WOOD PER OWNER PROVIDE HARDWARE & HINGES. SELECTED FENCE cli ( EXISTING PORCH N TO PROPOSED EGRES WELL BY OWNER 27.0' `r EXIST POOL 0 21 6'-0"x6'-8" SLIDING - WOOD WOOD PER OWNER PROVIDE SLIDING DOOR HARDWARE & EXISTING x EQUIPMENT PROPOSED PULLS TO BE SELECTED BY OWNER x CONDENSER — 1 STY.FR.HSE.&GAR. 17,0' PROPOSED PROVIDE HARDWARE & HINGES. SELECTED EQUIPMENT 34 c`ro EXIST FENCE EXIST POOL EXIST A/C UNIT EGRESS WELL 22 2'-6"X6'-$" HINGED - WOOD WOOD PER OWNER .0' o EXIST PORCH 4.3' I WI ROOF OVER BY OWNER DRAIN EXIST SHED EXIST o EXIST DECK I _ STONE SADDLE w/ HARDWARE TO BE J . 30 2'-6"x6'-8" HINGED WOOD WOOD PER OWNER SELECTED BY OWNER. PROVIDE PRIVACY a 30.8' 16.0' UP LOCK AND HINGES. w 0 EXISTING EGRESS STAI J_ 35.4' PROVIDE HARDWARE & HINGES. SELECTED a EXIST EXIST 40 3'-0"x6'-8" HINGED 1-1/2 HR METAL METAL PER OWNER I o ,,, o I BY OWNER U. EXIST FRi�s HOT TUB 18 O,SHED Z 50 5'-0"x6'-8" HINGED WOOD WOOD PER OWNER PROVIDE HARDWARE & HINGES. SELECTED BY OWNER m ° ED EXIST 18x36 SHOTCRETE M SWIMMING POOL x . I I x I I I I-� ROOF x I EXIST WELL I I ICONNECT TO EXISTING � x VENT STACK I I — SEE FLOOR PLAN FOR EXISTING FIXTURES — — — — — — —1 ST FLOOR x I CO CONNECT TO BUILDING I WASTE x 2,1 21' Iw 12"„3 2„ I LOT 1 Y > 2„ x I REMOVABLE W Q REV DATE DESCRIPTION I ACCESS V TOILET SINK BAR SINK COVER SHOWER 0 04.11.2024 ISSUED FOR BUILDING PERMIT x - - L B S M T I 311 31 1 3„ 31 1 1-1/2" CO xl I 0 SEWAGE I EJECTOR& SUMP W/ W i j COVER o r�FtED AfZC M " ��STrwN yoorF��► NOTES: z x 00, 1. ALL WORK TO BE DONE BY A LICENSED MASTER PLUMBER C �k IFE �� 150 2. PLUMBER IS TO OBTAIN PERMIT 3. ALL WORK MUST BE DONE IN ACCORDANCE WITH NYS CODE, NATIONAL CODE & ALL LOCAL 41 MCN p•8'E �__ CODES & MANUFACTURER RECOMMENDATIONS. ' I d . �` ,2o40'`Zo" NIOIFIDWEILNGIREZ Q4450 p g W EL 49.8 N_7:J/ 0�,�`` 4. REFER TO P3007 OF THE ICC FOR EJECTOR PUMPS t of Nt�� 5. DISCHARGE PIPE FOR SEWAGE EJECTOR MUST BE 2" O OR LARGER PER TABLE NYS P3007.6 6. REFER TO NYS P3113.4 FOR VENTING OF SEWAGE EJECTOR. (pN1ELLiN�I 2 P LUMBING RISER DIAGRAM TITLE SHEET NTS PLOT PLOT PLAN NOTE: PROPERTY INFORMATION: Project Number 1 _ ALL PLOT PLAN INFORMATION IS TAKEN FROM: TOWN OF SOUTHOLD 240219 11= 1 1 011 LICENSE#SURVEY EPA$RED BY PECONIC SURVEYORS, P.0 SUFFOLK COUNTY, NY Date 04/11/2024 32 DATED 03/29/04 100-79-06-3.2 631.765.5020 Drawn By JD PO BOX 909, 1230 TRAVELER STREET, SOUTHOLD NY 11971 Checked By JD , iIIIIiIIiIIIIIIiIiIiiIIU 1 Scale VARIES EXISTING EXISTING 1ST REFER TO FLOOR PLAN--\ 1710 NORTH EXISTING WOOD FRAME EXTERIOR WALL FLOOR FIN.FLOOR FOR LIGHTING LAYOUT EXTERIOR WALL WITH EXIST FLR JSTS FACE BRICK PTD.GYP BD BMT U IF F%LJ EXIST BEAM COL.ENCLOSURE CLG&WALL E N BAR SINK,TBS BY COL. N 0 TO EXISTING FIRST FLOOR OWNER �- ENCLOSURE B D ;� F; TV CONSTRUCTION EXISTING S O U T H O L D, FOUNDATION � 0 FINISHED FLOOR, WALL BASE,TBS NEW YO R K WALL&FOOTING TBS BY OWNER BY OWNER NEW 4"DRAIN WITH COVER FILL AREA TO FIT PER R310.2.3.2 NEW WINDOW ESCAPE LADDER(REQUIRED—� 3'-0" EGRESS WINDOW 11971 WHEN EXIT HEIGHT EXCEEDS PER R310.2.4 ANDERSEN CW135 / EXISTING 44"PER R310.2.3,1) / CEILING NOTE:PER NYS R305.1 AND R305.1.1,MINIMUM CEILING HEIGHT SHALL HAVE BASEMENT SAWCUT EXISTING // A CEILING HEIGHT OF NOT LESS THAN T-0". BATHROOMS,TOILET ROOMS AND CONCRETE SLAB N CONCRETE WALL TO FIT LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8". PORTIONS TOWN O F S O U T H O L D — 4 f- NEW WINDOW.PATCH& i s ' / ; OF BASEMENTS THAT DO NOT CONTAIN HABITABLE SPACE OR HALLWAYS SHALL I �_ _ _ • � 0 _ #4 @ 12 O.C! — HAVE A CEILING HEIGHT OF NOT LESS THAN 6-8. AT BEAMS,GIRDERS,DUCTS OR M w REPAIR WALL AS REQUIRED #4 @ 18"O.0 - — OTHER OBSTRUCTIONS,THE CEILING HEIGHT SHALL BE NOT LESS THAN 6'4"FROM � THE FINISHED FLOOR. �_ • cook o � z G .� •.e �� —_ LU Cn W U =M'U_= - _ - = BASEMENT SECTION N fn _ ~ Z - _-Z_ o ,� _ - — 1 /411 _ 1 1_011` co 3 — — I— - —_� MASSAPEQUA,• •.'•: _ �- M O#4 CONTINUOUS ••' —_ •• •• 929.483.689 ORK 11758 -- I i--� -- — �_ #412"O.0 �_ � — —� 30.8' GATE VALVE SCHEDULED PIPE INFO@1020ARCHITECTURE.COM EXISTING CONCRETE SLAB = I TO PROPERTY LINE PER CODE CHECK VALVE LEGEND: 0 O I I ALARM GFCI OUTLET WITH CONCRETE GAS TIGHT NEW 2'0 DRYWELL---1 _ EXISTING CONCRETE DRYWELL— �- WATER FILTER ROOM —I REMOVABLE WATERTIGHT COVER L - FOUNDATION WALL& I-� _ _ (EXISTING) GFCI SCHEDULED I1-1I SOIL TI rT I _In' _ —� COVER DISCHARGE —I I G�; \ FOOTING I I—III_ I PIPE PER CODE /� i`'C�����' �`� � I � � INLET—�-- I TOP OF SLAB H SECTION TAG NOTE:FALL PROTECTION NOT REQUIRED PER R312.1.1. �z �`p t`P _ —I IF GREATER THAN 30",GUARDRAIL REQUIRED. �O���O�OQ`�c,PQ` ��� I I( _ 4� e G '�� I I — I I BASIN O DOOR TAG � Q QP,'� ��\\ I I I N GRAVEL FABRIC —►� : I PUMP O WINDOW TAG PROPOS�01 D EGRESS WELL SECTION EGRESS WELL SECTION RECEPTACLE I I GYM J ELECTRICAL KEY: SPACING TO BE PER I NYS CODE.GC TO VIF 11 — — 11 EXISTING AND I I (EXISTING) w 18"MIN DUPLEX RECEPTACLE OUTLET-"C"COUNTER 1 /2 — 1 — 1 /2 — 1 —O CORRECT AS I I REQUIRED. UP NOTE:1. FOR GENERIC COORDINATION PURPOSES. 9 HEIGHT,"GFCI"GROUND FAULT CIRCUIT I I INTERRUPTER EXISTING EGRESS REFER TO MANUFACTURER INSTRUCTIONS STAIR,REFER TO AND ALL APPLICABLE CODES. $ SINGLE POLE SWITCH ENGINEER'S LETTER � EJECTOR PUMP DETAIL p SINGLE POLE DIMMER SWITCH SLOPED OF CERTIFICATION 4 I I CEILING SINGLE POLE 3-WAY SWITCH EXISTING BASEMENT WINDOW FLOOR DRAIN OR OTHER A-o2 (EXISTING) EXISTING DRAIN.GC TO VIF � �� _ � �� 1 /2 '11 1O 11 �3 6"CURB TO BE REMOVED AND INFILLED APPROVED MEANS OF DISPOSING BOILER ROOM I DRAINAGE/CLEAN OUT AS 1 2 1 -O _— — $ TV RECEPTACLE SHOWER LINEN SHELF LIQUID WASTE REQUIRED PER NYS EXISTING REQUIRED. Tv (GC COORD. LOCATION w/TV MOUNTING HEIGHT) 3'-4"x3'-10" MECHANICAL CODE 1004.6 I WALLS EXISTING EXTERIOR LIGHT.GC NEW COMBINATION SMOKE&CARBON TO VIF IF LIGHT OPERATIONAL. IF GALVANIZED METAL TRACK sic DIOXIDE DETECTOR ALARM NOT,REPLACE WITH WALL PARTITION NOTES: O.A 3 3 WATERPROOF UL RATED LIGHT FASTENED 24"O.0 MAX EF EXHAUST FAN DUCTED TO EXTERIOR O 9oa AND PROVIDE SWITCH AT UNDERSIDE OF STRUCTURE C-G I 2.A EXIT EXIST INTERIOR. I. PROVIDE NECESSARY BLOCKING FOR ALL MOUNTED ITEMS 7-4 OM BATHR coo O.0 BOILER BURNER 2. DO NOT LOCATE OUTLET BOXES OPPOSITE ONE ANOTHER IN ANY O RECESSED FLUSH DOWNLIGHT(LED) PERIMETER APPLICATION OF CONT. PARTITION, LOCATE AT LEAST ONE STUD APART.SEAL THE OUTLET UL RATED THERMALLY PROTECTED O.B BAR SINK 2'A BEADS OF SEALANT BOXES WITH PUTTY PADS AND CAULK THE PERIMETER USING -n m I-O EXTERIOR LIGHT SCONCE c� J LOWER z cn rn WALL FINISH PER OWNER ACOUSTICAL SEALANT. �o CABINETS&COUNTERTOP 3 5!8"OR 1-5l8"GALVANIZED METAL STUD 3. ALL REQUIRED FIRE RATINGS ARE TO RUN CONTINUOUSLY AND �� SURFACE MOUNTED (UPPER CABINETS OPTIONAL) �, 40 UNINTERRUPTED BOTH HORIZONTALLY AND VERTICALLY TO UL FLUORESCENT LIGHT EF v0 Cnn o EXISTING 2x10 SHIM SPACE WITH APPROVED TERMINATION. EXIST 22x10 BAR AREA GFCI CEILING JOISTS BRACING AS 1 LAYER OF 5/8"GYPSUM BOARD 4. ALL NEW WALL PARTITIONS ARE TO BE CONSTRUCTED WITH ELECTRICAL NOTES: _ _ _ _ _ _ _ �— _ . _ _ _ --- --_--- _ - REQ'D OIL TANK ROOM c�z SIC 3-5/8"GALVANIZED METAL TRACK GALVANIZED METAL STUDS. SEE WALL TYPES FOR SIZES AND ASSEMBLY. 1. ALL WORK TO BE DONE IN ACCORDANCE G CI COLUMN COL.ENCLOSED FASTENED 24"O.0 MAX 5. PARTITIONS TO RECEIVE TILE,GLASS,OR SUPPORT WALL HUNG WITH ALL 2020 NYS CODES, NATIONAL AND PROPOSED SEWAGE EJECTOR&PIT; U° COVERS,TYP 2•A IN WALL,TYP PERIMETER APPLICATION OF CONT. INSTALL PER MANUFACTURER BEADS OF SEALANT EQUIPMENT SHALL HAVE A MAXIMUM DEFLECTION OF U360. LOCAL. REQUIREMENTS AND NYS PLUMBING EXIS ING OIL TANK 30 6. REFER TO NYS FIRE CODE 603.2.5 FOR ROOMS CONTAINING FUEL 2. ALL ELECTRICAL WORK TO BE DONE BY A CODE,REFER TO SECTION 712&NYS 9'4" 7'-2" 8'-5" 17'-8112" 7'-11" "' 14'1 112" TOP OF SLAB OIL TANKS MASTER ELECTRICIAN LICENSED IN THE RESIDENTIAL CODE CHAPTER 30, O.0 FROM FOUNDATION WALL STONE SADDLE WALL TYPE O.0 JURISDICTION OF THE PROJECT. REFER TO SECTION P3007. PIT MUST SIC o O FURRING WALL 10 BE 18"0 AND 24"DEEP MINIMUM WITH � hL, 50 A GAS TIGHT REMOVABLE COVER. SE HALL REV DATE DESCRIPTION GFCI GALVANIZED METAL TRACK GALVANIZED METAL TRACK g EXIST COL., FASTENED 24"O.0 MAX FASTENED 24"O.0 MAX A 02 GFC _ _ _ _—_ _ — �- — _ EXIST 3-2x12 �- _ _ — TYP. A _ _ _ _ _ _ e o 1A UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE 0 04.11.2024 ISSUED FOR BUILDING PERMIT NYs EXIST AIR HANDLING EQUIPMENT 2'2" E39032 II �, (PROVIDE CLEARANCE PER CODE) HEAD PERIMETER APPLICATION HEAD PERIMETER APPLICATION OF CANTILEVER *- 2A SIC II o OF CONT.BEADS CONT.BEADS ABOVE OF SEALANT OF SEALANT 9 TO PROPERTY LINE _ _ _ _ -__ N EXISTING MIN.FINISHED CLG UP REFER TO 4/A-02 x WALL II TV u, 3-1/2"FIBERGLASS INSULATION 3-5/8"GALVANIZED METAL STUD .�ERCa' Cy EXISTING STAIR `' #' " SHIM SPACE WITH ��5TNQNy4{T� FAMILY ROOM 0 N 3-5/8 GALVANIZED METAL STUD FINISH PER OWNER 15'-10" -7" &LANDING m UNFINISHED �Q '* BRACING AS 2 o I it ao o II z oQ BASEMENT PLAN 2 LAYERS OF TYPE X GYPSUM BOARD REQ'D PLAN 1 LAYER OF 8"TYPE X GYPSUM BOARD FZI N - - Ft BEDROOM CLOSET z E " �r i' A-02 i :a I O II o c� 3-518 GALVANIZED METAL TRACK 3 5l8 GALVANIZED METAL TRACK / 41, �c X i FASTENED 24"O.0 MAX " ' FASTENED 24 O.0 MAX �- —— -- m 0'B v' o PERIMETER APPLICATION OF PERIMETER APPLICATION OF r — — EXISTING BASE CONT.BEADS BASE CONT.BEADS ] 1�445$6 ' 5'-10" FILL wl CONCRETE/BLOCKING Z f— WALL PROVIDE BLOCKING IN OF SEALANT OF SEALANT 't. qTF pF NE`1J�p FOR NEW WINDOW R.O, o 0 I7 I O.0 TOP OF SLAB 1A WALL FOR TV MOUNT TOP OF SLAB NEW EGRESS L_ BOTH SIDES Cn o 22 14-11" WALL TYPE 2.A WALL TYPE I.A WELL w/METAL I I 27-s 3I8" 2 HR RATED STUD WALL 1 HIR RATED STUD WALL GRATE ABOVE BASEMENT EXISTING 2x10 CEILING JOISTS FLOOR PLAN , GALVANIZED METAL TRACK GALVANIZED METAL TRACK NOTES: FASTENED 24"O.0 MAX FASTENED 24"O.0 MAX 1. PROVIDE HEATING TO THE DWELLING UNIT PERNYS R303.10 UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE SECTIONS , & 2. CONTRACTOR TO COORDINATE LOCATION FOR SPLIT UNITS WITH OWNER.SPLIT UNITS ARE TO BE INSTALLED CODES AND STANDARD;E REFER TO NYS ER MA EBUILDING CODE CHAPTER 14.ATIONS,AND ALL RELEVANT HEAD ��PERIMETER APPLICATION OF CONT. HEAD CODESWALL FINISH PER OWNER DETAILS 3. NEW EGRESS WINDOW TO BE FULLY FLASHED AND WATERPROOFED. BEADS OF SEALANT : I 4. PROVIDE WALL BLOCKIIG AS REQUIRED FOR FURNISHING,FIXTURES AND EQUIPMENT. WALL FINISH PER OWNER A Project Number 240219 3-5/8"GALVANIZED METAL STUD 3-5/8"GALVANIZED METAL STUD WATERPROOFING MEMBRANE,ALL WALLS WATERPROOFING MEMBRANE,ALL WALLS Date 04/11/2 024 1 LAYER OF 5/8"GYPSUM BOARD 1 LAYERS OF 5/8"MOLD/MILDEWIMOISTURE Drawn By J D PLAN PLAN RESISTANT CEMENT BOARD 3-5/8"GALVANIZED METAL TRACK FASTENED 24"O.0 MAX I Checked By JD PERIMETER APPLICATION OF CONT. 3-518"GALVANIZED METAL TRACK PROPOSED BASEMENT FLOOR PLAN BASE BEADS OF SEALANT BASE , FASTENED 24"O.0 MAX )_'1 /4 11 11 TOP OF SLAB TOP OF SLAB —— 1 1-0 WALL TYPE 0.113 STUD WALL WALL TYPE O.A A� O 1 FURRING WALL AT WET AREAS Scale VARIES 1710 NORTH BAYVIEW RD Fi EXTENSION TUB 30.8' DN TO PROPERTY LINE S O U T H O L D, NEW YORK SHOWER MASTER 11971 HOT TUB BATHROOM �P TOWN OF SOUTHOLD �QI REAR DECK WALK-IN CLOSET _4RQH RE QEXISTING EGRESS STAIR WITH HANDRAIL, GUARDRAIL,DRAIN AND LIGHT TO BE FILED MASSAPEQUA, NEW YORK 11758 WITH BUILDING DEPARTMENT.(REFER TO 929.483.6893 ENGINEER'S CERTIFICATION LETTER) INFO@1020ARCHITECTURE.COM II II II MASTER II BEDROOM II PORCH II M II � it DINING LIVING M II ROOM ROOM SHOWER BATHROOM CLOSET POWDER ROUM OFFICE 39.6' WASHER TO PROPERTY LINE - /DRYER FRIDGE CLOSET PROPOSED I GUEST BEDROOM CL EGRESS WELL f BEDROOM#2 LAUNDRY KITCHEN — J ROOM OVEN DN 000 000 CL DN BATHROOM CLOSET REV DATE DESCRIPTION 1 UP 0 04.11.2024 ISSUED FOR BUILDING PERM/ PORCH ou FEE] UP BEDROOM #1 '��FLIED C y tier srq \ 0446s �o I i. �OF NEB EXISTING FIRST - -- -- ---- -- FLOOR PLAN Project Number 240219 Date 04/11/2024 Drawn By JD Checked By JD EXISTING FIRST FLOOR PLAN 1 /4 - 1 -0 Scale 1 /4" = 1 '-0" 0 IMUK I N GENERAL NOTES: 33, ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE AND PARCEL FOR CONCRETE: ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATION AS SHOWN ON THE PLANS. BA v V"I EW R D 1. CONTRACTOR SHALL BE FULLY LICENSED & INSURED. FURNISH PROOF OF SAME TO UPGRADE SERVICE, METER AND PANEL AS MAY BE REQUIRED. 1. ALL FOOTINGS TO REST ON UNDISTURBED 2 TON SOIL AND EXTEND TO MINIMUM 3'-6" OWNER PRIOR TO COMMENCING WITH THE WORK. 34. ALL PLUMBING WORK TO BE IN STRICT ACCORDANCE WITH NYS CODE AN ALL BELOW GRADE. (SEE DRAWINGS). , 2. CONTRACTOR SHALL PAY FOR & OBTAIN ALL PERMITS REQUIRED PRIOR TO ANY WORK APPLICABLE LOCAL REGULATIONS. 2. ALL NEW CONCRETE SLABS TO BE REINFORCED WITH 'FI BERM ESH' AND INSTALLED IN 3. CONTRACTOR SHALL HAVE WORKMAN'S COMPENSATION 35. HAND DIG ADJACENT TO ALL EXISTING FOUNDATION WALLS & FOOTINGS SO AS NOT TO ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. CONTRACTOR SHALL VERIFY & RELOCATE ALL UNDERGROUND UTILITIES, SERVICES, UNDERMINE OR DAMAGE ANY EXISTING WALLS. 2. ALL NEW CONCRETE SLABS TO BE REINFORCED WITH 'FI BERM ESH' AND INSTALLED IN PIPING ETC. PRIOR TO WORK. HAND DIG AT LOCATIONS & COORDINATE 36. DO NOT OVER DIG OR EXCAVATE, AS NEW FOOTINGS MUST BE PLACED ON ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SOUTHOLD, 5. ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDING UNDISTURBED SOIL IN THIS AREA. 4. AVOID FREEZING BEFORE INITIAL SET OF THE CONCRETE. DO NOT PLACE CONCRETE AT DEPARTMENT OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE 37. PRIOR TO ANY WORK G TO VERIFY ALL ELECTRIC, GAS, OR OTHER SERVICES ARE SHUT TEMPERATURES NOT LESS THAN 40 DEGREES F, NOR WHEN FREEZING CONDITIONS ARE NEW YORK CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE OFF AND DISCONNECTED BEFORE WORK. EXPECTED IN LESS THAN 24 HOURS. AND/OR LOCAL CODES. 38. PRIOR TO ANY WORK G TO VERIFY ALL ELECTRIC, GAS, OR OTHER SERVICES ARE SHUT 5. DO NOT PLACE ONE DENSITY RANGE OF CONCRETE AGAINST OTHER WHILE BOTH ARE 11971 6. A SUBMISSION OF BID SHALL IMPLY HIS ACCEPTANCE OF THE DRAWINGS AND EXISTING OFF AND DISCONNECTED BEFORE WORK. STILL PLASTIC. DO NOT POUR COLD JOINTS. CONDITIONS. WHEN SUBMITTING HIS BID, EACH CONTRACTOR SHALL GIVE WRITTEN 39. PROVIDE SUFFICIENT SHORING OF WALLS & FLOORS BEFORE ENLARGEMENT OF 6. LOCATE VERTICAL CONSTRUCTION JOINTS WHEN REQUIRED. NOTICE TO THE ARCHITECT; OF ANY MATERIALS OR APPARATUS THAT HE BELIEVES OPENINGS AND/OR WALL REMOVALS. DO NOT MOVE SHORING FURTHER FROM THE 7. FINISH THE SURFACE TO RELATIVELY UNIFORM PLANE. TOWN OF SOUTHOLD INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS OR ORDINANCES AND RULES OR FLOOR REMOVAL THAN ACTUAL HEIGHT(DEPTH) OF THE FLOOR JOIST. 8. SEE NOTES ON STRUCTURAL DRAWINGS. REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION, AND NOTICE OF ANY 40. CAREFULLY INSPECT THE POINT OF SUPPORT AT FOUNDATION FOR CRACKS OR OTHER 9. PROVIDE 1/2" PREMOLDED FILLER WHERE SLABS BUTT INTO WALLS. NECESSARY ITEMS OF WORK OMITTED. IF THE CONTRACTOR FAILS TO GIVE SUCH DEFICIENCIES AND ADVISE THE ENGINEER IMMEDIATELY. 10. PROVIDE MINIMUM 48" RIGID INSULATION HORIZONTAL OR VERTICAL AT NEW SLAB NOTICE, IT SHALL BE ASSUMED THAT HE HAS INCLUDED THE COST OF ALL ITEMS IN HIS 41. SEE REMOVAL PLANS & NOTES FOR ADDITIONAL INFORMATION. PERIMETER AND FOUNDATION WALL (MIN. R-10). PROPOSAL, AND HE WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY FUNCTIONING 42. ALL DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF FINISH WALL (GYPSUM OR 11. ALL MUD SILLS TO BE PRESSURE TREATED LUMBER. TREATED WOOD SILLS SHALL BE AND APPROVAL OF ALL WORK UNDER THIS CONTRACT WITHOUT EXTRA COMPENSATION. SHEATHING). ANCHORED WITH 1/2" DIAMETER STEEL BOLTS HOOKED TYPE 8" MINIMUM EMBEDMENT, 7. EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE COVERAGE 43. ALL INTERIOR PARTITIONS TO HAVE (1) LAYER OF 5/8" THICK GYPSUM BD. ON BOTH 24" ON CENTER, MIN. V-0" FROM ALL CORNERS WITH 3" SQUARE WASHERS. (WORKER'S COMPENSATION, LIABILITY, DISABILITY) TO THE OWNER PRIOR TO SIDES OF 3-1/2" GALVANIZED METAL STUDS @ 16" O.C. EXCEPT AS FOLLOWS: 12. SLABS, WHERE EXPOSED, ARE TO HAVE STEEL TOWELED MONOLITHIC FINISH TO MASSAPEQUA, COMMENCING WORK. EACH SUBCONTRACTOR SHALL SUBMIT LIEN RELEASES PRIOR TO 43.1. IN BATHROOMS USE 5/8"" THICK CEMENT BOARD ON WALLS ADJACENT TO SHOWERS PROVIDE DENSE, HARD POLISHED SURFACE AND TO BE SEALED WITH ANTI-DUSTING NEW YORK 11758 REQUESTING FINAL PAYMENT. AND TUBS & 5/8" THICK MOISTURE RESISTANT GYPSUM. BOARD ON REMAINDER OF SEALER OR EQUAL. 929.483.6893 8. ONLY WRITTEN DIMENSIONS ARE TO BE REFERENCED FOR THE WORK AND NEVER WALLS & CEILING. VERIFY WITH OWNER. 13. WHERE DOWN SPOUTS ARE SHOWN HIDDEN WITHIN AN EXTERIOR WALL, THE INFO@1020ARCHITECTURE.COM SCALED DIMENSIONS FROM THE ARCHITECTURAL DRAWING WILL BE RECOGNIZED AS 44. UNLESS NOTED OTHERWISE. DOUBLE FRAMING AT ALL FLOOR, CEILING AND ROOF CONTRACTOR IS TO INSURE AN ADEQUATELY SIZED PVC CHASE IS SET WITHIN THE VALID. IF THERE ARE ANY MISSING DIMENSIONS CONTACT THE ARCHITECT FOR FOUNDATION WALL SO THAT THE DOWN SPOUT CAN EXIT THE BUILDING BELOW GRADE. DIMENSION PRIOR TO PROCEEDING WITH WORK. OPENINGS. THIS CHASE IS TO BE SET WHILE THE FOUNDATION WALL IS BEING POURED. IT WILL BE 9. NO WORK SHALL BE STARTED UNTIL PLANS HAVE BEEN APPROVED 45. UNLESS NOTED OTHERWISE. DOUBLE FRAMING UNDER ALL POST AND PARTITIONS UNACCEPTABLE TO MATCH THE FOUNDATION WALLS AFTER THE CONCRETE IS SET. 10. VIF BY THE TOWN BUILDING INSPECTOR AND ALL OTHER AGENCIES HAVING PARALLEL TO SAME. WATERPROOF IN AND AROUND CHASE. JURISDICTION. 46. ALL NEW BATHROOM FLOOR/WALL TILE, FIXTURES, CABINET ACCESSORIES AND LIGHTS 14. WATER SHALL NOT BE ALLOWED TO STAND IN EXCAVATIONS UNTIL AFTER CONCRETE 11. CONTRACTOR'S WORK; SHALL CONFORM TO THE NYS ENERGY CODE. TBS BY OWNER. WORK HAS SET. CONTRACTOR SHALL REMOVE SUCH WATER AT HIS EXPENSE. 12. CONTRACTOR SHALL AT ALL TIMES PROCEED WITH WORK AS TO MINIMIZE THE OWNER'S 47. ALTERNATES: 15. ALL FOUNDATION WALLS & FOOTINGS BELOW GRADE SHALL BE WATERPROOFED INCONVENIENCE, AND SHALL DO SO IN WORKMAN-LIKE MANNER. BENTONITE OR 60 ML LIQUID WATERPROOF MEMBRANE AS MFR. BY KOCH MATERIALS, 13. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, FURNISHINGS 47.1. IF THE CONTRACTOR FEELS THAT AN ALTERNATE MATERIAL OR METHOD WOULD RESULT IN A TIME OR COST SAVING HE SHOULD SUBMIT SPECIFICATIONS AND CO. OR EQUAL SHALL BE USED, THICKNESS OF CELLAR SLAB IS TO BE VERIFIED WITH AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM DAMAGE UNTIL THE CATALOGUE CUTS TO THE ARCHITECT FOR HIS APPROVAL BEFORE PROCEEDING ARCHITECT, AND WATER STOPS ARE TO BE INSTALLED AT ALL CONCRETE JOINTS IN ALL OWNER DETERMINES THE COURSE OF ACTION TO BE TAKEN WITH SAME. CASES WHERE WATER TABLE IS HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE 14. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN SERVICE IN WITH ANY SUBSTITUTION. SUBSTITUTIONS MUST BE OF LIKE QUALITY TO THE ITEM LOCATION IN THE FIELD. SUCH AS MANNER TO AVOID INTERRUPTION OF THESE LINES. UNLESS OTHERWISE SPECIFIED AND WILL BE ALLOWED ONLY WITH THE APPROVAL OF THE ARCHITECT. 16. ALL STEPPED FOOTINGS SHALL NOT EXCEED 30 DEGREES. NOTES, ALL EXISTING UTILITIES SHALL BE ALTERED, CAPPED, OR RELOCATED IN A 48. DISCREPANCIES: 17. NOTES ON THE STRUCTURAL DRAWINGS (IE; CONCRETE, STEEL, WOOD, ETC.) WILL TAKE MANNER APPROVED BY THE GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES 48.1. WHEREVER THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS OR THE PRECEDENT OVER THE CONCRETE NOTES, ETC, ON THE ARCHITECTURAL DRAWINGS. HAVING JURISDICTION SO AS TO GUARANTEE A COMPLETE INSTALLATION. DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL CONTRACT FOR, 18. CONCRETE MIX TO OBTAIN A COMPRESSIVE STRENGTH OF 4,000 PSI AFTER 28 DAYS FOR 15. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO PROVIDE AND INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF MATERIAL SLABS, FOOTINGS AND FOUNDATIONS. HIS WORK, OR DAMAGES AS A RESULT OF HIS WORK. WHERE EXISTING MATERIALS ARE OR WORK CALLED FOR UNLESS OTHERWISE ORDERED IN WRITING. TO BE MATCHED, CARE IS TO BE TAKEN IN BLENDING COLORS AND REPLICATING STEEL: ADJACENT FORMS AND CONTOURS. 48.2. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 16. BEFORE SUBMITTING ANY PROPOSAL, IT SHALL BE THE RESPONSIBILITY OF THE 49. GUARANTEE: 1. SEE NOTES ON STRUCTURAL DRAWINGS CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS, MATERIALS TO 49.1. EXCEPT WHERE LONGER GUARANTEE PERIODS ARE SPECIFICALLY REQUIRED IN BE MATCHED, WORKING SPACE AVAILABLE, SAFETY PRECAUTIONS, ETC. REQUIRED FOR THE SPECIFICATIONS, EACH CONTRACTOR SHALL GUARANTEE ALL WORK WOOD/ROUGH CARPENTRY: THE SAFE AND EXPEDITIOUS EXECUTION OF THIS CONTRACT. FAILURE TO DO SO WILL PERFORMED AND MATERIALS USED BY HIM UNDER THIS CONTRACT AGAINST NOT BE CAUSE FOR EXTRA COSTS TO THE OWNER OR OWNER'S REPRESENTATIVES. DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION AS EVIDENCED 1. ALL FRAMING SHALL BE AS PER NEW YORK STATE BUILDING CODE. JOISTS, BEAMS, RAFTERS, AND CONTRACT THE ARCHIITECT IMMEDIATELY IF FIELD CONDITIONS ARE FOUND TO BE BY THE DATE OF THE FINAL CERTIFICATE OF PAYMENT. STRUCTURAL LUMBER TO BE DOUGLAS FIR WITH 1200 PSI FIBER STRESS IN BENDING, WITH A OTHER THAN THOSE SHOWN HEREON PRIOR TO PROCEEDING WITH WORK AFFECTED BY MODULES OF ELASTICITY OF 1.5 MILLION PSI. 49.2. SHOULD ANY DEFECTS DEVELOP IN AFOREMENTIONED WORK WITHIN THE SAME. 2. INTERIOR PARTITIONS WALLS TO BE 2" X 4" NOMINAL DIMENSION @ 16" O.C. UNLESS OTHERWISE 17. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. GUARANTEE PERIOD DUE TO FAULTY MATERIAL OR WORKMANSHIP THE CONTRACTOR SHALL DO, OR CAUSE TO BE DONE, NECESSARY REPAIRS OR NOTED ON DRAWINGS. AND EXTERIOR PARTITION WALLS TO BE 2" x 6" NOMINAL DIMENSION @ 16" 18. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH O.C.. BE BORNE BY THE CONTRACTOR. THE REQUIRED REPAIRS AND CORRECTIVE WORK ARE AT VARIANCE WITH THE LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON CORRECTIVE WORK WITHOUT EXTRA COST THE OWNER. THE ENTIRE COST 4. ALL STRUCTURAL LUMBER SHALL COMPLY WITH AND BE ERECTED IN ACCORDANCE WITH THE R THE CONDUCT OF THE: WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. SHALL BE COMMENCED WITHIN FIVE (5) DAYS AFTER WRITTEN NOTICE TO NATIONAL FOREST PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD 19. IF CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFER FROM WHAT IS SHOWN CONTRACTOR BY THE OWNER. IF THIS WORK HAS NOT BEEN COMMENCED WITHIN 5 CONSTRUCTION, LATEST EDITION. ALL LUMBER SHALL BE GRADE MARKED. ON THE DRAWINGS, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIATELY AND DAYS, THE OWNER SHALL HAVE THE RIGHT TO EMPLOY HIS OWN CORRECTIVE 5. ALL PLYWOOD SHALL BE GRADE MARKED AND MEET THE STANDARDS OF AMERICAN PLYWOOD WORK SHALL NOT PROGRESS UNTIL ALL PROBLEMS ARE RESOLVED TO THE MEASURES AND BACK CHARGE GENERAL CONTRACTOR. ASSOCIATION (APA). SATISFACTION OF THE: ARCHITECT/ENGINEER. 50. FLOOR FINISHES TBS BY OWNER. 6. ALL WALLS (EXTERIOR) SHALL BE BRACED AGAINST LATERAL LOADS BY STRUCTURAL SHEATHING, 20. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING 18GA STEEL STRAPPING, OR LET IN 1 X 4 CORNER BRACING. APPROVALS FOR THEIR WORK WHICH MAY BE REQUIRED. 51. BY ENTERING INTO CONTRACT ON THE CONSTRUCTION, THE CONTRACTOR ACCEPTS 7. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS & BATHROOMS (VERIFY). 21. ALL SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, THE RESPONSIBILITY TO BE KNOWLEDGEABLE AS TO THE REQUIREMENTS OF THE NEW 8. JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS, UNDER ALL PARALLEL WALLS AND TRANSPORTATION, SAFEGUARDS, ETC., AS REQUIRED FOR PROPER EXECUTION OF YORK STATE CONSTRUCTION CODE AND OTHER FEDERAL STATE AND LOCAL PARTITIONS. THEIR WORK. ORDINANCES HAVING JURISDICTION. THE REQUIREMENTS OF THE FOREGOING CODES 9. PROVIDE JOIST HANGERS FOR ALL FLUSH FRAMED CONDITIONS, AS MANUFACTURED BY SIMPSON, REV DATE DESCRIPTION 22. ANY DEVIATION FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE AND ORDINANCES SHALL SUPPLEMENT THE REQUIREMENTS SHOWN ON THE DRAWINGS TECO, OR EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 0 04.11.2024 ISSUED FOR BUILDING PERMIT ARCHITECT IN WRITING FOR APPROVAL. AND ELSEWHERE IN THE SPECIFICATIONS AND IN THE EVENT OF CONFLICT WITH THE 10. ALL FLOOR JOINTS SHALL BE BRIDGED AT MIDSPAN OR AT INTERVALS NOT TO EXCEED 8 FEET. 23. EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ARCHITECTURAL SPECIFICATIONS THE REQUIREMENTS OF THE CODE OR ORDINANCE METAL, SOLID WOOD BLOCKING, AND (2) 5/4" X 3" BRIDGING IS ACCEPTABLE. SAFETY ON THE JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE SHALL PREVAIL UNLESS THE ARCHITECTURAL SPECIFICATION IS MORE STRINGENT. NON 11. ALL WOOD SHALL BE SOUND, FLAT, STRAIGHT, WELL SEASONED, THOROUGHLY DRY AND FREE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH FAMILIARITY WITH THE REQUIREMENTS OF GOVERNING CODES OR ORDINANCES WILL FROM ALL DEFECTS. WARPED OR TWISTED WOOD SHALL NOT BE USED. ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO" PROVIDING ALL NOT BE CAUSE FOR AN "EXTRA". IN THE EVENT OF NON-COMPLIANCE, THE CONTRACTOR 12. ALL ITEMS OF ROUGH HARDWARE OF EVERY DESCRIPTION INCLUDING NAILS, SPIKES, SCREWS, NECESSARY TEMPORARY SUPPORTS AND BRACING AS MAY BE REQUIRED PRIOR TO THE WILL BE HELD RESPONSIBLE FOR ALL COSTS OF REMOVAL OF NONCOMPLYING WORK BOLTS, ANCHORS, TIES, EXPANSION SHIELDS AND BOLTS, AND OTHER ITEMS WHICH ARE REQUIRED SDAR INSTALLATION OF NEW STRUCTURAL ELEMENTS, AS WELL AS ADEQUATE AND PROPER AND REPLACEMENT WITH COMPLYING WORK. TO ASSEMBLE OR SECURE THE WORK SHOWN OR SPECIFIED HEREIN SHALL BE FURNISHED AS BARRICADES, RAILINGS, LIGHTING, STAIRS, ETC. REQUIRED TO PROTECT THE WORKMAN, 52. ANY AND ALL WORKMEN EMPLOYED ON THE PROJECT ARE TO BE EITHER SKILLED NEEDED. OWNER'S PERSONNEL. AND OTHERS FROM INJURY DUE TO CONSTRUCTION WORK. CRAFTSMEN IN THEIR RESPECTIVE TRADES OR WORK UNDER THE CONTINUOUS DIRECT 13. CONTRACTOR TO FURNISH TO OTHER TRADES ALL ANCHORS, BOLTS, WALL PLATES, CORRUGATED * ° PROVIDE FREE AND SAGE PASSAGE FOR PERSONS TO AND FROM AREAS AND FACILITIES SUPERVISION OF SUCH SKILLED CRAFTSMEN SO THAT ALL WORK INSTALLED SHALL BE WALL PLUGS, NAILING BLOCKS, WOOD, ETC., WHICH ARE REQUIRED FOR THE PROPER FASTENING WHICH ARE REMAIN. TO THE HIGHEST STANDARD TO THE HIGHEST FREE OF DEFECTS DUE TO AND INSTALLATION OF OTHER ITEMS. DETAILED INSTRUCTIONS WITH SKETCHES, IF NECESSARY, 24. EACH CONTRACTOR SHALL MEASURE EXISTING CONDITIONS PRIOR TO ORDERING WORKMANSHIP. SHALL BE GIVEN TO THE OTHER TRADES OF THIS SECTION SHOWING THE LOCATION AND OTHER 0445BS o MATERIALS AND COMMENCING WITH WORK. DETAILS OF SUCH NAILING DEVICES. i. '��oFNEW� 25. GENERAL CONTRACTOR AND HIS SUBS ARE RESPONSIBLE FOR ALL LAYOUT WORK, 53. ALL MATERIALS INSTALLED BY THE CONTRACTOR ARE TO BE SUITABLE FOR THE 14. PROVIDE APPROPRIATE BLOCKING, BETWEEN FRAMING MEMBERS AS REQUIRED TO RECEIVE INCLUDING SPECIFIED LAYOUT DRAWINGS AS REQUIRED. GENERAL CONTRACTOR SHALL INTENDED APPLICATION. TOILET ROOM ACCESSORIES AND OTHER SIMILAR ITEMS AS REQUIRED. COORDINATE RESPECTIVE SUBCONTRACTORS SO AS NOT TO CAUSE UNDUE HARDSHIP, 54. IF THERE ARE ANY MATERIALS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS 15. PROVIDE A MINIMUM OF DOUBLE STUDDING AT DOORS, WINDOWS, AND UNDER HEADERS IN DELAY AND INTERFERENCE WITH CONDUCT OR WORK. THAT IN THE JUDGMENT OF THE CONTRACTOR WILL NOT YIELD SATISFACTORY RESULTS PARTITIONS. 26. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND IN THE INTENDED APPLICATION, CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SAME 16. GENERAL CONTRACTOR TO COORDINATE WITH OWNER'S INTERCOM/TELEPHONE SPECIALIST FOR N- 1 DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS PRIOR TO AWARD OF THE CONSTRUCTION CONTRACT, FOR ARCHITECTS DECISION. EXACT LOCATION OF EQUIPMENT AND WIRING. WALLS ARE NOT TO BE CLOSED UNTIL O� E S WARRANT. 55. IF, IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DIFFERS FROM TELEPHONE/INTERCOM INSTALLATION IS COMPLETE. 27. AT THE COMPLETION OF THE WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND THAT AS INDICATED ON THE PLANS, THE CONTRACTOR SHALL STOP ALL RELATED WORK 17. GENERAL CONTRACTOR TO COORDINATE WITH OWNER'S AUDIOVISUAL CONTRACTOR EXACT EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEANED AND WORK IS TO BE AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THESE PROCEDURES AND LOCATIONS OF ALL EQUIPMENT, SPEAKERS, WIRING, ANTENNA WIRING AND ANY CONDUIT THAT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY MAY BE NECESSARY FOR FUTURE INSTALLATIONS. WALLS AND FINISHED FLOOR ARE NOT TO BE PAYMENT. ARISING THEREFROM. CLOSED UNTIL AUDIOVISUAL INSTALLATION IS COMPLETE. Project Number 240219 28. REMOVAL OF DEBRIS, PROCUREMENT OF DUMPSTER AND RELATED WORK SHALL BE 18. ALL CONCEALED SPACES IN WOOD FRAMING SHALL BE FIRESTOPPED WITH WOOD BLOCKING 56. IF APPLICABLE PROVIDE MIN. 50 CFM FAN CONTROLLED FROM A LIGHT SWITCH @ALL THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. LOCATION OF DUMPSTER SHALL BATHROOMS WITHOUT NATURAL VENTILATION. DUCT FAN EXHAUST TO OUTER AIR. ACCURATELY FITTED TO FILL THE OPENING AND ARRANGED TO PREVENT DRAFTS FROM MOVING Date 04/11/2024 BE BY MUTUAL AGREEMENT BETWEEN OWNER AND GENERAL CONTRACTOR. FROM SPACE TO ANOTHER. 29. THE ARCHITECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF CONSTRUCTION OF 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL COORDINATION WITH THE 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS OF Drawn By JD THE PROJECT. OWNER'S SUBCONTRACTORS SO AS TO THE PROPER AND TIMELY PERFORMANCE OF THE ROUGH AND FINAL FRAMING. 30. CONTRACTOR SHALL COOPERATE WITH ALL OTHER TRADES AND WHERE REQUIRED WORK WITHIN THE OVERALL SCHEDULING OF THE PROJECT. Checked By JD INSTALL ALL BUILT-IN WORK, SLEEVES, INSERTS, ETC., AS REQUIRED FOR A COMPLETE 4. JOB. 31. SEE NYS BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED NAILING SCHEDULE. 32. ALL ELECTRICAL WORK TO BE FIRE UNDERWRITER'S INSPECTED AND APPROVED. A� O on-w SUBMIT CERTIFICATE TO OWNER UPON RECEIPT. Scale NO SCALE 1710 NORTH INSULATION: ELECTRICAL: EGRESS WELL NOTES: BAYVIEW RE) 1. PROVIDE BUILDING INSULATION WHERE SHOWN ON THE DRAWINGS OR OTHERWISE NEEDED TO ACHIEVE THE DEGREE OF INSULATION REQUIRED UNDER PERTINENT 1. ALL ELECTRICAL WORK AS PER NATIONAL ELECTRICAL CODES AND LOCAL AUTHORITIES 1. REFER TO SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS. x I REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. INSULATION IS TO HAVING JURISDICTION AND TO BE FIRE UNDERWRITERS APPROVED. 2. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS BE INSTALLED WITH VAPOR BARRIER AND WINTER-WARM SIDE. 2. ALL ELECTRICAL WORK TO BE DONE BY A MASTER ELECTRICIAN LICENSED IN THE JURISDICTION OF THE THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE 2. ALL HOT AND COLD WATER PIPES TO BE WRAPPED WITH PIPE INSULATION TUBES. PROJECT. BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AND EMERGENCY ESCAPE AND 3. CONTRACTOR IS TO INCLUDE IN BID, THE PROPER ELECTRIC SERVICE, AS REQUIRED BY RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE SOUTHOLD, THIS RESIDENCE, INCLUDING NEW ,FLASHING/SHEET METAL: 4. PROVIDE GFCI OUTLETS AT ALLLWET LOCATIONSEQUIPMENT(BATHS,IKI CHEN, LAUNDRY ROOM, CONCES, ETC. ANURT THAT OPENS TO PUBL RESCUE OPENINGS SHALL O WAY.PEN DIRECTLY IN A PUBLIC WAY, OR TO A YARD OR NEW YO RK ETC.). PROVIDE WATERPROOF GFCI OUTLETS AT ALL EXTERIOR LOCATIONS. 3. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE 1. WHERE SHEET METAL IS REQUIRED AND NO MATERIAL OR GAUGE IS INDICATED ON THE 5. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED ELECTRICAL WIRING TO INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. 11971 DRAWINGS, PROVIDE THE HIGHEST QUALITY AND GAUGE COMMENSURATE WITH THE HVAC SYSTEM. 4. WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING AS REQUIRED REFERENCED STANDARDS. 6. SUPPORTS FROM CONSTRUCTION: EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH ASTM F2090. 2. FORM, FABRICATE, AND INSTALL SHEET METAL SO AS TO ADEQUATELY PROVIDE FOR 6.1. FURNISH ALL INSERTS, FISH PLATES, CLIP ANGLES, ANCHORS, CHANNELS, ETC. AS 5. MINIMUM OPENING AREA TOWN OF SOUTHOLD EXPANSION AND CONTRACTION IN THE FINISHED WORK. REQUIRED FOR SUPPORTING BOXES, HANGERS, AND EQUIPMENT. 5.1. EMERGENCE ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING 3. PROVIDE AND INSTALL FLASHING AROUND ALL WINDOWS, AND NEW OPENINGS, ETC. 6.2. WHERE CONSTRUCTION DOESN'T PERMIT FASTENING OF EQUIPMENT, FURNISH OF NOT LESS THAN 5.7 SF. THE NET CLEAR OPENING SHALL BE OBTAINED BY THE ADDITIONAL APPROVED FRAMING. NORMAL OPERATION FROM THE INSIDE. 7. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SO AS TO COMPLY 5.2. THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24 INCHES AND /00 SEALANTS AND CAULKING: WITH NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODES. REFER TO THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. 1. ALL CAULKING COMPOUND UNLESS OTHERWISE NOTED, TO BE G.E. SILICONE ELECTRICAL PLANS. 6. WINDOWSILL HEIGHT 8. FURNISH A UNDERWRITERS CERTIFICATE. 6.1. SILL HEIGHT OF NOT MORE THAN 44 INCHES (3'-8") ABOVE THE FLOOR. -CM-R-C-141 R NON-STAINING/ PEON-SAGGING. CAULKING IN CONJUNCTION WITH NEOPRENE ROOFING g. IF APPLICABLE, PROVIDE ELECTRICAL HOOKUP AS REQUIRED FOR SAUNA, JACUZZI UNIT, 7. WINDOW WELL TO BE BUTYL. HOT TUB ETC. 71 THE HORIZONTAL ARE OF THE WINDOW WELL SHALL NOT BE LESS THAN 9SF WITH A MASSAPEQUA, NEW YORK 11758 2. PRE FORMED SUPPORT STRIPS FOR CERAMIC TILE CONTROL JOINT AND EXPANSION 7.1. 929.483.6893 10. PROVIDE ELECTRIC HOOKUP FOR ALL APPLIANCES HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36 INCHES. THE AREA OF JOINT WORK- USE POLYISOBUTYLENE OR POLYCHLOROPRENE RUBBER. 11. PROVIDE EXHAUST FAN IN BATH AREA. PROVIDE EXHAUST FAN AND HOOD IN KITCHEN. THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING INFO@1020ARCHITECTURE.COM 3. THOROUGHLY AND COMPLETELY MASK JOINTS WHERE APPEARANCE OF SEALANT ON ADJACENT SURFACES WOULD BE OBJECTIONABLE. 12. CONTRACTOR TO SUPPLY AND INSTALL ELECTRICAL DOOR CHIMES. (SEE TO BE FULLY OPENED. SPECIFICATIONS FOR TYPE AND MANUFACTURER). 8. LADDERS AND STEPS 4. INSTALL SEALANT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY THE ARCHITECT, THOROUGHLY FILLING JOINTS 13, NEW ELECTRICAL SERVICE PANEL AND METER TO BE LOCATED IN THE FIELD, ONLY 8.1. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL BE WITH APPROVAL OF OWNER. QUIPPED WITH A PERMANENTLY FIXED LADDER OR STEPS USABLE WITH THE TO THE RECOMMENDED DEPTH. 14. REFER TO NYS FIGURE E3901.2 FOR GENERAL USE RECEPTACLE DISTRIBUTION AND NYS WINDOW IN THE FULLY OPEN POSITION. FIGURE E3901.4 COUNTERTOP RECEPTACLES. 8.2. LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES, GYPSUM WALL BOARD: SHALL PROJECT NOT LESS THAN 3 INCHES FROM THE WALL AND SHALL BE SPACED SMOKE/CARBON MONOXIDE DETECTOR NOTES: NOT MORE THAN 18 INCHES ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE 1. INTERIOR WALLS AND CEILINGS SHALL BE 5/8" GYPSUM BASE, TAPED AND GIVEN THREE WINDOW WELL. COATS SPACKLE:. ALL GWB JOINTS TO BE STAGGERED. PROVIDE ALL NECESSARY 1. COMBINATION SMOKE ALARMS AND CARBON MONOXIDE DETECTCRS SHALL BE 9. DRAINAGE CORNER BEADS, STOPS, EDGE TRIM, CASING BEADS, AND SIMILAR TRIM AS ALL INSTALLED IN THE FOLLOWING LOCATIONS(IN ACCORDANCE WITH SECTION R314 OF THE 9.1. WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO WALLBOARD SURFACES, NEW AND EXISTING, SHALL HAVE DEPRESSIONS, FILLED SEAMS, NEW YORK STATE BUILDING CODE): THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION R405.1 OR SMOOTH OPENINGS AND HOLES PATCHED FLUSH, SPACKLED AND SANDED AND 1.1. IN EACH SLEEPING ROOM. BY AN APPROVED ALTERNATIVE METHOD. OTHERWISE LEFT READY AND ACCEPTABLE FOR PAINTING AND FINISHING. PROVIDE 1.2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE 10. EMERGENCE ESCAPE AND RESCUE OPENING UNDER DECKS AND PORCHES (OR OTHER BACK-UP SHOWER TILE WITH 1/2" WONDER BOARD ON WALLS AND CEILINGS. BEDROOMS. OBSTRUCTIONS SUCH AS CANTILEVERED FLOORS) 2. PROVIDE CROSS BRACING BETWEEN STUDS IN PIPE CHASES. BRACING SHALL BE CUT 1.3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT BUT NOT 10.1. EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND FROM 5/8" WALLBOARD INTO PIECES NOT SMALLER THAN 12 INCHES WIDE BY CHASE INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLING OR PORCHES SHALL BE FULL OPENING AND PROVIDE A PATH NOT LESS THAN 36 INCHES WIDTH, AND SHALL BE SCREWATTACHED AT QUARTER POINTS IN THE STUD HEIGHT DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR IN HEIGHT TO A YARD OR COURT. WITH SCREWS 8" O.C., MINIMUM THREE (3) SCREWS PER BRACE PER STUD WEB. BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER 11 . AREA WELLS 3. APPLY WALLBOARD WITH THE REVERSE SIDE AGAINST THE FRAMING MEMBERS OR LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE 11.1. AREA WELLS SHALL HAVE A WIDTH NOT LESS THAN 36 INCHES. THE AREA WELL WALL, AND WITH THE SEPARATE BOARDS IN MODERATE CONTACT. IN NO CASE SHALL LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND RESCUE DOOR TO BE BOARDS BE FORCED INTO PLACE. AT ALL INTERIOR AND EXTERIOR CORNERS, CONCEAL 1.4. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN FULLY OPENED. THE CUT EDGES OF THE BOARDS BY OVERLAPPING THEM WITH THE ABUTTING BOARDS. INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN 12. BARS, GRILLES, COVERS AND SCREENS STAGGER THE BOARDS SO THAT THE CORNERS OF ANY FOUR (4) BOARDS WILL NOT SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE 12.1. WHERE BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES ARE PLACED OVER MEET AT THE SAME POINT. VERTICAL JOINTS SHALL NOT OCCUR ON THE SAME STUD ON ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL EMERGENCY ESCAPE AND RESCUE OPENING, AREA WELLS, OR WINDOW WELLS, BOTH SIDES OF A PARTITION. APPLY WALLBOARD IN SUCH LENGTHS AS WILL RESULT IN BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS THE MINIMUM NET CLEAR OPENING SHALL COMPLY WITH SECTION R310.2.1 A MINIMUM OF JOINTS. SAND ANY BURRED EDGES OF WALLBOARD SMOOTH BEFORE CLOSED. THROUGH R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE APPLICATION. CUT DAMAGED EDGES BACK NEATLY TO SOUND BOARD. 1.5. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR 4. APPLY WALLBOARD WITH THE LONG DIMENSIONS PERPENDICULAR TO THE FRAMING PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT FORCE GREATER THAN THAT REQUIRED FOR THE NORMAL OPERATION OF THE MEMBERS. PROVISION OF NFPA 72. ESCAPE AND RESCUE OPENING. 5. INSTALL 5/8" TYPE "X" GYPSUM BOARD (FIRE RETARDANT) ON ALL WALLS AND CEILINGS 1.6. THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE IN GARAGE AND MECHANICAL SPACES. BUILDING WHEN SUCH WIRING IS SERVED FOR A COMMERCIAL SOURCE, OR AN VENTILATION: ON-SITE ELECTRICAL POWER SYSTEM AND WHEN PRIMARY POWER IS PLUMBING: INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE 1. REFER TO NYS BUILDING CODE CHAPTER 12 INTERIOR ENVIRONMENT FOR VENTILATION AREA PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED AND ADJOINING SPACES. 1. ALL WORK TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES. CONTRACTOR REQUIRED FOR OVERCURRENT PROTECTION. SMOKE ALARMS SHALL HAVE 2. THE OPENABLE AREA OF THE OPENINGS TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF TO PAY FOR AND OBTAIN ALL PERMITS, INSPECTIONS, ETC. BATTERY BACKUP. THE FLOOR AREA BEING VENTILATED. 2. PROVIDE ALL PLUMBING REQUIRED FOR HOOKUP OF ALL PLUMBING FIXTURES AS 1.7. DISTINCTLY DIFFERENT ALARMS MUST BE HAD FOR EACH, I.E., SMOKE AND CARBON 3. WHERE ROOMS AND SPACES WITHOUT OPENINGS TO THE OUTDOORS ARE VENTILATED THROUGH AND SHOWN ON PLAN AND ALL APPLIANCES. MONOXIDE. ADJOINING ROOM, THE OPENING TO THE ADJOINING ROOM SHALL BE UNOBSTRUCTED AND SHALL HAVE 3. PLUMBING CONTRACTOR TO PROVIDE FREEZELESS HOSE BIBS IN LOCATIONS AS AN AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR ARE OF THE INTERIOR ROOM OR SPACES, BUT SHOWN ON DRAWINGS. CONSULT ARCHITECT FOR EXACT LOCATION. NOT LESS THAN 25 SF. THE OPENABLE AREA OF THE OPENING TO THE OUTDOORS SHALL BE BASED ON 4. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL AN ADEQUATELY SIZED LEAD PAN IN BASEMENT NOTES: THE TOTAL FLOOR AREA BEING VENTILATED. REV DATE DESCRIPTION SHOWER. LEAD PAN TO EXTEND A MIN. OF 6" ON ANY VERTICAL SURFACE, INCLUDING COMPLETELY OVER DOOR SILL, AND TO EXTEND COMPLETELY UP AND OVER ANY 1. A BASEMENT IS A STORY THAT IS NOT A STORY ABOVE GRADE PLANE. 0 04.11.2024 ISSUED FOR BUILDING PERMIT SHOWER SEAT. 2. A BASEMENT WALL IS A WALL 50 PERCENT OR MORE BELOW GRADE AND ENCLOSING OTHER NOTES: 5. REFER TO NYS 712.2 FOR VALVES REQUIRED AT SEWAGE EJECTOR PUMPS. CONDITIONED SPACE. 6. REFER TO NYS P3113.4.1 FOR SEWAGE AND EJECTOR PUMP SIZE AND LENGTH OF SUMP 3. PER NYS 303.8 EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE 1. REFER TO NYS BUILDING CODE APPENDIX J FOR ALTERATION OR REPAIRS OF EXISTING VENTS. OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE BASEMENTS WHICH THE WORK SHALL CONFORM TO. LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY GUARDRAIL NOTES: 4. REFER TO NYS R305 FOR BASEMENT CEILING HEIGHT. 5. REFER TO NYS R310 FOR EMERGENCY ESCAPE AND RESCUE OPENING R311 REFER TO NYS 1. GUARDRAIL SHALL BE IN GULL ACCORDANCE WITH ALL REQUIREMENTS OF THE 6. BUILDING CODE OF NEW YORK STATE, THE RESIDENTIAL CODE AND ALL APPLICABLE 6.1. HALLWAYS SHALL BE NOT LESS THAN 3 FEET. " w LOCAL CODE REQUIREMENTS. 7. REFER TO E3901.9; NOT LESS THAN ONE RECEPTACLE OUTLET IN ADDITION TO ANY '* ' 2. GUARDRAIL ANDTHE ENTIRE ASSEMBLY SHALL BE DESIGNED TO RESIST TO A LOAD OF PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH SEPARATE a �` ' �Ff'�� 200LBS/LF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD UNFINISHED PORTION OF A BASEMENT. L o N�v 8. REFER TO E.3902.5 UNFINISHED BASEMENT RECEPTACLES; 125V, SINGLE-PHASE, 15- AND THROUGH THE SUPPORTS TO THE STRUCTURE. 3. ALL OPENINGS OR SPACES BETWEEN ANY RAIL COMPONENTS OR RAIL SYSTEM AND 20-AMPERE RECEPTACLES INSTALLED IN UNFINISHED BASEMENT SHALL HAVE GROUND DIAMETER SPHERE. FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. MUST NOT ALLOW PASSAGE OF A 4 9. AN UNFINISHED BASEMENT IS DEFINED AS PORTIONS OF AREAS OF THE BASEMENT NOT 4. REFER TO NYS R312 GUARDS AND WINDOW FALL PROTECTION. 5. GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING INTENDED AS HABITABLE ROOMS. E S SURFACES THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE 10. PER E30903.4 AT LEAST ONE LIGHTING OUTLET SHALL BE INSTALLED WHERE IKJO� FLOOR OR GRADE BELOW ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE BASEMENTS ARE USED FOR STORAGE CONTAINING EQUIPMENT REQUIRING SERVICING. OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED A GUARD. SUCH LIGHTING OUTLET SHALL BE CONTROLLED BY A WALL SWITCH OR SHALL HAVE AN 6. GUARD SHALL BE NOT LESS THAN 36 INCHES IN HEIGHT. INTEGRAL SWITCH. AT LEAST ONE POINT OF CONTROL SHALL BE AT THE USUAL POINT OF ENTRY TO THESE SPACES. THE LIGHTING OUTLET SHALL BE PROVIDED NEAR THE EQUIPMENT REQUIRING SERVICING. Project Number 240219 TOILET, BATH AND SHOWER SPACES NOTES: 1. REFER TO NYS Ft307 FOR SPACE REQUIRED AND BATHTUB AND SHOWER SPACES. Date 04/11/2024 2. REFER TO NYS R303.3 BATHROOMS FOR GLAZED AREA, LIGHTING AND EXHAUST Drawn By JD REQUIREMENTS. 3. REFER TO NYS E3901.6 FOR BATHROOM RECEPTACLES. Checked By JD 4. AT LEAST ONE GFCI RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS AND SUCH OUTLET SHALL BE LOCATED WITHIN 36 INCHES OF THE OUTSIDE EDGE OF EACH 0 A LAVATORY BASIN. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 121, BELOW Ifil THE TOP OF THE BASIN OR BASIN COUNTERTOP. A� V - Scale NO SCALE