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Home My WebLink About52195-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52195 Date: 08/19/2025 Permission is hereby granted to: Quail House LLC 20 Riverview Rd Hobe Sound, FL 33455 To: Demolish an existing dwelling and constructa new single-family dwelling with HVACsystemasapplied for per SCHD and ZBA approvals. Premises Located at: 2477 Oriental Ave, Fishers Island, NY 06390 SCTM# 10.-10-6 Pursuant to application dated 08/05/2024 and approved by the Building Inspector. To expire on 08/19/2027. Contractors: Required Inspections: Fees: DEMOLITION $1,440.00 Single Family Dwelling-NEW $4,517.00 CO Single Family Dwelling-New $100.00 Total $6,057.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 tt s://xvww.soLit,ioldtowtin ,.ao%� �.c"' Date Received M„ICATION FOR BUILDING " For Office Use Oni, �p1�1� A U G - 5 2024 PERMIT NO. Building Inspcctor., Applications and forms must be filled out in their entirety.Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an Town of Southold Owner's Authorization form(Page 2)shall be completed. Date:7/26/24 OWNER(S)OF PROPERTY: Name:Quail House LLC (Emily Crisp) SCTM #1000-10-10-6 Project Address:2477 Montauk Avenue, Fishers Island NY Phone#: Email: Mailing Address:20 Riverview Road, Hobe Sound, FL 33455 CONTACT PERSON: Name:Bruce Kinlin, Kinlin Rutherfurd Architects PPLC Mailing address:59 East 54th Street, Suite 92, New York, NY 10022 Phone#:212.695.2988 Email:bruce @ kinlinrutherfurd.com DESIGN PROFESSIONAL INFORMATION: Name:Bruce Kinlin, Kinlin Rutherfurd Architects PPLC Mailing Address:59 East 54th Street, Suite 92, New York, NY 10022 Phone#:212.695.2988 Email:bruce @ kinlinrutherfurd.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION @New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? WYes ❑No Will excess fill be removed from premises? Dyes @I No 1 PROPERTY INFORMATION Existing use of property:Residential I Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes IQNo IF YES,PROVIDE A COPY. After0 Check Box Reading: The / / ' Fccessional Is responsible for all drainage and storm water Issues as provided by chapter 236 of the Town Code.APPUCAT1014 5 HEREsy MADE to the Rulldirra Department for the issuance of■,6ullding Remelt pursuant to the Building norm ordimnae of the Tbwn of 5ouftK Suffolk,County,new York and other appo able tawm ordinances or Reyulatlorn,for the corsmtedon of building% additlo6 aloeatioro orfor removal or damo9don as herein desa2m&The appdcant alpm to comply wnh all applicable laws,ordtnanc s,buUna code, hwskg coda and regrdadors and to admit anAhorlmd inspectors on pnsnrbrs and in btffi"s)for necessary hopectlorm False statemerrts made herein are punlshab a as a Gass A mbderrrmnor pwsuam to Sentlo n ZMA5 of the New York Stage Pawl law. Application Submitted By(print name):Bryce Kinlin (Authorized Agent ❑Owner Signature of Applicant: Date: 7/26/24 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 (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 o ��day of 2[1 L4 2SLD Notary Public JO ANNE GORDON NOTARY PUBLI j G0TE Ol' NEW YORK No. O )7 ), 6Tuautled m westcnester a ) �aare the applicant is not the owner) my commission Explres O Emily Crisp residing at 20 Riverview Road Hobe Sound, FL 33455 do hereby authorize Bruce Kinlin to apply on my behalf to the Town of Southold Building Department for approval as described herein. O s Signature Date Print Owner's Name 2 Building De adMent A llcation (Where the Applicant is not the Owner) Quail House LLC(Emily Crisp) residing at 20 Riverview Road 1, (print property owner's name) (Mailing Address) Hobe Sound, FL 33455 do hereby authorize Bruce Kinlin (Agent) to apply on my behalf to the Southold Building Department. (Owner's Si ure) (Date) M ty R. (Print Owner's Name) c&mi- vo�q-;�'5 7-2T5 Albert J. Krup ski, Jr. "suFFQ/ ]F01K1\\l[WA\1F1E][, SUPERVISOR 1\ \\NA\G1Elwl[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - — — - - - — - - - — — — — - - - - - — - - - - - - - - - — - - -- - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: i Date: �1Cro�uaP Contact Information:lz (E-Mail&Telephone Number) Z R 2- J 29 F.. 13 Property Address / Location of Construction Site: LQ i S.C.T.M. #: 1000 District 2,H `7J 10 / D to Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - — — — -- - - - - - - - - - - ❑ - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! Project does Not Discharge to Waters of the State. NoS.P.D.E.S. Permit is Re uir d p ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildin Permit. ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering De artment Prior to Issuance of a Building Permit. Reviewed B): Date: 6 FORM * SMCP-TOS December 2024 Tracey, The electrical service will be disconnected from the house prior to demolition. When construction begins,the utility company will set up temporary power. Please let us know if you have any further questions. Best, Lily Elizabeth P. Rutherfurd,AIA KinlinRutherfurd Architects,PLLC 59 East 54th Street,Suite 92 New York,NY 10022 212 695 2988 Website:www.kinlinrutherfurd.com Instagram: Mkinlinrutherfurd \\ `7UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ------------ SINGLE FAMILY RESIDENCE O LY DATE 8/23/2024 H.S_ F N R-24-1170 -11 1/2- APPROVED FOR AXIMUM OF 6 BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL :ALE ON 8��WALI"COW 1 PROVIDE CONCRETE WASHOUT PIT 64,45'4 N. (SEE DETAIL) - ` ` PROVIDE 6* SDR 35 ROOF DRAIN OUP t O 0.5X MIN. �- ��" A x PROVIDE \ WO X 8' DRY WELL l - FOR ROOF RUNOFFS -- (TYP. SEE DETAIL) _ RAZE 1N000S LINE OF - i' _ _ r CONSTRUCTION t YP, SEE DETAIL) ' WATER SERVICE t WATER COMPANY ILIZE ALL _ AS (TYP) r y WATER , . t , DETAIL) PROPOSED i _ 5 SINGLE *MlY. D - 1 s= FF-*70.O s BF-58.70 i p 4 1 60 54 56 / 5 , ;!F i.; I i)h; _. ,_ PROVIDE SYS7BA CONTROLS do ALARM MOUNTED yv �� i !_L_ � - ' TO BUILDING EXTERIOR \ PROVIDE WEATHER PROOF ENCLOSURES AS REQUIRED (TY 1 (ALL COMPONENTS TO BE HARD HARED) . ` PROVIDE FU JIMAC 10ORII BLOWER IN VENTED . - ENCLOSURE ON CONCRETE PAD \5OX EXPANSION AREA _ `,,INSTALL PER MANUFACTURER'S RECOMMENDATIONS PROVIDE V4! SCH 40 PVC AIR LINE TO BLOWER INSTALL PER MANUFACTURER'S RECOMMENDATIONS lie (ESv •_ EXISTING SEPTIC TANK - TO REMAIN TYP) Le S 6 SOR U DRAWING LIST ►a a P. E-� U ISSUE ISSUE DWG SHEET DESCRIPTION #2 #1 # A 06.12.25 08.1.24 E ® A-001.00 1 TITLE PAGE ® ® A-002.00 2 GENERAL NOTES A-020.00 3 SITE PLAN - EXISTING/ DEMO ® A-021.00 4 SITE PLAN - PROPOSED c 13 A-022.00 5 ZONING DIAGRAMS 0 N ® ® A-100.00 6 CONSTRUCTION PLAN - CELLAR ® ® A-101.00 7 CONSTRUCTION PLAN - 1 ST FLOOR ® In A-102.00 8 CONSTRUCTION PLAN - 2ND FLOOR ® ® A-103.00 9 CONSTRUCTION PLAN - ROOF In ® A-201.00 10 EXTERIOR ELEVATION - WEST ® In A-202.00 11 EXTERIOR ELEVATION - SOUTH In A-203.00 12 EXTERIOR ELEVATION - EAST ® ® A-204.00 13 EXTERIOR ELEVATION - NORTH In A-210.00 14 SECTION 1 13 A-211.00 15 SECTION 2 ® A-212.00 16 SECTION 3 c A-213.00 17 SECTION 4 In A-214.00 18 SECTION 5 A-215.00 19 SECTION 6 0 10 A-401.00 20 CONSTRUCTION DETAILS - TYPICAL ® ® A-402.00 21 FIREPLACE ELEVATION In ® A-403.00 22 FIREPLACE & CHIMNEY PLAN SECTIONS ® 10 A-450.00 23 ENLARGED STAIR PLANS & SECTIONS In In A-451.00 24 STAIR SECTION ® ® A-452.00 25 STAIR SECTION 13 In A-501.00 26 WINDOW SCHEDULES ® 13 A-502.00 27 WINDOW SCHEDULES 13 A-503.00 28 WINDOW SCHEDULES ® In A-504.00 29 WINDOW TYPES ® ® A-505.00 30 EXTERIOR DOOR SCHEDULE REVISED PERMIT SET 06.06.25 13 ® A-506.00 31 EXTERIOR DOOR TYPES PERMIT SET 08.01.24 ® In E-100.00 32 ELECTRICAL PLAN - CELLAR In In E-101.00 33 ELECTRICAL PLAN - 1 ST FLOOR 13 In E-102.00 34 ELECTRICAL PLAN - 2ND FLOOR QUAIL HILL LLC 2477 MONTAUK AVENUE FISHERS ISLAND,NEW YORK 06390 E9 ® P-101.00 35 PLUMBING & GAS RISERS D AR i y k R OF KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 Q, W'A L Lkm H 0 U S P-- Lm vmm R M N TITLE SHEET w N W TAX MAP NO . 1000 - SECTION 10 - BLOCK 10 - LOT 6 a 2477 M O N TA U K AVENUE DATE: 6/11/2025 FISHERS ISLAND NY 06390 PROJECT: (389) A-001moo SCALE:AS NOTED SHEET : 1/35 GENERAL NOTES CODE ANALYSIS TABLE 301 .2(1 ) a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. USE/OCUPANCY: R3 (SINGLE FAMILY) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ZONING: R-80 w 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF TYPE OF CONSTRUCTION: TYPE V SUBJECT TO DAMAGE FROM NEW YORK STATE. DESIGN CRITERIA: PRESCRIPTIVE GROUND SNOW WIND SPEED SEISMIC WINTER ICE BARRIER FLOOD U FRAMING MATERIAL: DOUGLAS FIR #2 LOAD (MPH) DESIGN WEATHERING FROST LINE TERMITE DESIGN TEMP. UNDERLAY HAZARD 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF CATEGORY DEPTH NEW YORK STATE. THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH 25 140 B SEVERE 40" MIN. MODERATE / 15 YES NO (ZONE X) 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICY, IN THE AMOUNT OF $2,000,000, AND WIND ADDITION FOR 130 MPH WIND SPEED CATEGORY. HEAVY 'NORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND SUBCONTRACTORS. SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R314 5. 'SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SHALL COMPLY r4 WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. LATERAL FRAMING AND SHEAR CONNECTIONS: z ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE WITH TABLE 3.1 OF THE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES INCLUDED. TABLE 402.1 .2 INSPECTIONS AND SIGN OFFS. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT �r UPLIFT CONNECTIONS: 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.3B OR GLAZED WD. FRAME BASEMENT SLAB CRAWL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 3.3 IN THE W.F.C.M. CLIMATE FENESTRAT. SKYLIGHT FENESTRAT. CEILING WALL MASS WALL FLOOR WALL (R-VALUE SPACE WALL 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LCAD REQUIREMENTS SPECIFIED IN TABLE 3.3. ZONE (U-FACTOR) (U-FACTOR) (SHGC) (R-VALUE) (R-VALUE) (R-VALUE) (R-VALUE) (R-VALUE) & DEPTH) (R-VALUE) 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. CONSTRUCTION NOTES 4 0.32 0.55 0.40 49 20 or 8/13 19 10/13 10, 2FT 10/13 RAFTER/TOP PLATE CONNECTORS: 13+5ci 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF CONSTRUCTION SHALL SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, ANY FIRE DEPARTMENT CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES. RIDGE STRAPS: CONNECTOR SPECIFICATION: RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE REQUIREMENTS GIVEN IN 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE TABLE 3.4 OF THE W.F.C.M. DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER RIDGE SIMPSON LSTA 24 @ 16 O.C. FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S OVERTURNING RESISTANCE: BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. HIP RAFTER SIMPSON LSTA 24 @ 16 O.C. FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED 4, PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE CONTRACTOR SHALL FASTENERS TO EACH POST. RAFTER TO STUD/TOP PLATES HTS 28 @ 16 O.C. VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS © 6" O.C. MIN. U.O.N. FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. RAFTER TO HEADER HTS 28 ® 16 O.C. PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS NOT USUALLY BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. LSAT 18 - 2.5 FT WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING: LSAT 30 - 3 FT IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL EDGES AND 12" AT HEADER TO JACK STUD 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER QUANTITY, THAT ITEMS INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS SHALL BE SPACED IN THE SAME MANNER: 6" MSTI 48 - 10 FT ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION, WHICH MAY INCLUDE BLOCKING, SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 130 MILE SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS PER HOUR WIND SPEEDS ON TABLE 3.8 OF THE W.F.C.M. AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC. HEREIN. MSTI 72 - 16 FT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS AND FINISHES WALL SHEATHING:SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 © 16 O.C. WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY CONTRACTOR'S OPERATIONS. EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 244" LONG MIN. 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT PANEL EDGES AND 8" STUD TO SILL SIMPSON LSTA 36 © 16 O.C. NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING PANELS CAN BE APPLIED AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE, PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. ( PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. REQUIRED INSPECTIONS AND SIGN OFFS. HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, VENDORS AND MATERIAL SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK AND SHALL BE RESPONSIBLE FOR FLOOR JOIST BRIDGING: NAILING SCHEDULE: (FROM WFCM) ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS. BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FDOT INTERVALS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR FLOOR DIAPHRAGM BRACING: OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS, AND BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO REVISED PERMIT SET 06.06.25 SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING PRIOR TO COMMENCING THEIR WORK. PERMITSET 08.01.24 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND EQUIPMENT, AND WOOD STUDS: RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER # FOR ALL HANGING FIXTURES, BLINDS, ETC. ALL WOOD FRAMING IS DOUGLAS FIR 2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4 INCH PLYWOOD. INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST RECOMMENDATIONS. TOP PLATES: QUAIL HILL LLC DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LDAD BEARING WALLS. THE DOUBLE PLATES SHALL CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. 2477 MONTAUK AVENUE 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS FISHERS ISLAND,NEWYORK 06390 AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. i 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE RESULTING TRASH. BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND EKED AR 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL MATERIALS AND r°� D. /G COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. 'l¢' 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. TOP PLATE TO TOP PLATE (FACE-NAILED) 3 16d PER FOOT 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD GUARANTIES AND TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE �® WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. COORDINATE WITH OWNER. LEGEND STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING ALL PRODUCT GUARANTEES AND WARRANTIES TO THE CLIENT. HEADER TO HEADER FACE-NAILED 2-16d 16" O.C. ALONG EDGES � - - PROPERTY LINE 1 PARTITION TYPE ( ) 19. CONTRACTOR TO PROVIDE A TELEPHONE AND PRINTER ON SITE FROM THE FIRST DAY OF CONSTRUCTION UNTIL COMPLETION, A JOB FOREMAN OR PERSON IN CHARGE MUST BE ASSIGNED AND THE APPROPRIATE CONTACT INFORMATION GIVEN TO KINLIN RUTHERFURD 3-16d PER 2 X 4 STUD ARCHITECTS PLLC. - - CENTER LINE 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING OR TOP OR BOTTOM PLATE TO STUD (END-NAILED) 5-16d PER 2 X 6 STUD KINLIN RUTHERFURD ARCHITECTS, PLLC MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS ARE NECESSARY FOR HIDDEN, FUTURE OR EXISTING CONSTRUCTION 01 59 FAST 54TH STREET,SUITE 92 TEL:(212)695-2988 ANY COMPONENT CF THE PROJECT BUILT OFF SITE AND DELIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, DETAIL REFERENCE, 6-16d PER 2 X 8 STUD NEWYORK,NEWYORK 10022 WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, HVAC DUCTWORK ECT. A401 BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 3-16d (1,2) PER FOOT 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST 2 EXTERIOR DOOR TAG BLOCKING (FACE-NAILED) BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 01 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST 22. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST SECTION REFERENCE BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. A211 WINDOW TAG BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END � 02 23. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. ELEVATION TAG X BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK BEING DONE. GE INTERIOR DOOR TAG N w 25. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 01/A-201 LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST GENERAL NOTES EXTERIOR ELEVATION wJOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST x REVISION CLOUD DATE: 5/14/2025 a 01 RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT PROJECT: A-002 ,00 04 SHEET 02 INTERIOR ELEVATIONS (389) O NOTES: SCALE:AS NOTED - FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING 03 SHEET : 02/35 i , PROPERTY LINE \, \ -64 , z \ � DEMOLISH \ \\ (DASHED 66,\ \ //// PORCH\ 64 \ EXISTING \ \\ SINGLE FAMILY RESIDENCE \ I \\ 5 BEDROOMS \ 6`2 I I\ 2 STORY FF ELEV 72.10 / \ PORCH ,lea 1 I SETBACK \\ \ 4 LINE ` /� ----6-6__- \ 58\ \ / i\ "C,2 ` \ I \ \ \\ -62- _ R \ �58 O \\ - -----------� ---------- '- V, \\ ` REVISED PERMIT SET 06.06.25 -1 �,-� � \ PERMIT SET 08.01.24 QUAIL HILL LLC 2477 MONTAUK AVENUE / ---- ----� --------- \ \ FISHERS ISLAND,NEW YORK 06390 ----------------- --4$--- D. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 , \ EX. GARAGE I I M \\ 52 W \ \\ SITE PLAN EXISTING \� 48 DATE: 6/16/2025�-'�-- 50 A-020,00 _ PROJECT: 52 54 N (389) 0 56 -�__ _ 01 SITE PLAN SCALE:AS NOTED SHEET :3/35 i a / \ i a PROPERTY ,/ \ q LINE /' 68 66 �D \ i OO ' DRIVEWAY \ �\ \ \ ,BULKHEAD \\� / / \ ABOVEF`ROOF \\ LINE OF ROOF ABOVE �\ \ i \ \ \ PROPOSED � � 1, i \ / PORCH \ \ \ 60 1 \ \ I 61 l 1 PROPOSED I �\ SINGLE FAMILY 5 8 / ( ` RESIDENCE \ - ,� I 4 BEDROOMS STEPS \\ �' 2 STORY _ FF ELEV 69.04 \ 1 \ \ SETBACK / J \ \ V/ LINE \ STEPS/ \ LINE OF DECK \ \ /� -- � REVISED PERMIT SET 06.06.25 PERMIT SET 08.01.24 / _ - -- -- -------- - , \ QUAIL HILL LLC \ \ \ 2477 MONTAUK AVENUE FISHERS ISLAND,NEW YORK 06390 \\ . 029 OF KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \ NEW 1(ORK,NEW YORK 10022 EX. GARAGE \\ (V I SITE PLAN PROPOSED DATE: 5/14/2025 _ PROJECT: � �- N (389) A-021m00 _______ 0 1 SITE PLAN SCALE:AS NOTED SHEET : 4/35 i PROPOSED GROSS FLOOR AREA DIAGRAM BUILDING PERIMETER DIAGRAM U a HEIGHT & BULK TOTAL AREA w — 4815 SF 280- 207 RESIDENTIAL DWELLING SIZE LIMITS SECOND FLDOR LOT AREA: 42,633 SF 1094 SF L�� MAXIMUM GROSS FLOOR AREA: 5,232 SF (5,100 + 132) PROPOSED GROSS FLOOR AREA: 4,815 SF (SEE DIAGRAMS) PERIMETER = 315'-4" 280- 208 PYRAMID LAW z SKY PLANE DIAGRAM: COMPLIES, SEE DRAWING a 280- 3 BUILDING HEIGHT — © ZONING DISTRICT: R-80 MAXIMUM PERMITTED BUILDING HEIGHT: 35'-0" PROPOSED BUILDING HEIGHT: 34'-1" FIRST FLOOR LENGTH = 214'-1" 2518 SF - -I FINISHED FLOOR SURFACE NEXT ABOVE 280- 3 NUMBER OF STORIES THE LOWER LEVEL IS LESS THAN 6' ABOVE FINISHED GROUND LEVEL FOR 67% OF ZONING DISTRICT: R-80 I- J �- J PERIMETER OF THE BUILDING ALLOWABLE: 2 PROPOSED: 2* — — -I — — *BASEMENT DOES NOT QUALIFY AS A STORY ABOVE GRADE PLANE BECAUSE THE FINISHED SURFACE OF THE FLOOR NEXT F F ABOVE DOES NOT MEET ANY OF THE FOLLOWING CRITERIA: - MORE THAN 6 FEET ABOVE GRADE PLANE �--\ - MORE THAN 6 FEET ABOVE THE FINISHED GROUND LEVEL FOR MORE THAN 50% OF THE TOTAL BUILDING PERIMETER I L � FINISHED FLOOR SURFACE NEXT ABOVE - MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT - THE LOWER LEVEL IS MORE THAN 6' CELLAR LENGTH = 101 -3 ABOVE FINISHED GROUND LEVEL FOR 33% 1203 SF OF PERIMETER OF THE BUILDING ---IE MAX BUILDING HEIGHT ALLOWED HIGH POINT -- -- - - -- - - -- - ------ -- -- ------- -- - - ------------- ---- -- ----------- - --- ---- -- --- ---- - - -- --- - - -------- --ELEV. -{97:25'--ASL) - --- - BUILDING HEIGHT PROPOSED ELEV. (96.3' ASL) Q\3� -- --- - o I in At-, 1ST ELEV. ( 9.00R 1 ST FLOOR M M 1ST FLOOR E`+' LEV. (69.0' ASL) ELEV. (69.0' ASL) LEV. (69.0' ASL) 22-1" HIGH PT (EXISTING GRADE _ DISTANCE FROM PROPERTY HIGH EXISTING POINT -- HIGH POINT AT PROPERTY LINE) I o m LINE TO BUILDING RIDGE ADE AT BUILDING PERIMETER -- ------ - -- --- - - - -- ----- - _ --- - -_ ELEV. ( 8.5 AS ) I a N (PRIORA TERATION OR GILL) -- - ELEV. FINISHED GRADE 6 L -AT-BU1LDiNG- -- - PERIMETER m `° a - -- ---_ - ELEV. (68.5' ASL) I Q Z AVERAGE ELEVATION OF THE -- —-- --— -- --- 'n = o a EXISTING NATURAL GRADE 1 -- - -- - - - --- - -- - - - -- _ ADE PANE I- I = REVISED PERMIT SET 06 06.25 ---- - - ------ -- -- -- AVERAGE ELEVATION - - - --- - --I (63.25' ASL) co '- F i ,.� Lo V) ELEV. (65.75' ASL) x NATURAL GRADE AT BUILDING PERIMETER DINT FINISHED I w rn AT BUILDING ELEV. 62.25 ASL PERMIT SET 08.01.24 'ERIMETER {fi'—� v LOW PT (EXISTING GRADE N x OFFSET FROM AT PROPERTY LINE) EXISTINGG NATURAL GRADE0 AT BUILDING ETER BUILDING PERIM ELEV. (63.0' ASL) ELEV. PERT ASL) — '. (58.0' ASL) w. DIAGRAM :..... N w. _ SKY PLANE D BUILDING HEIGHT DIAGRAM LLC 44 STORY M ' /� QUAIL HILL 3/32"=1'-0* 02 LA AN 2477 MONTAUK AVENUE 3/32=1-O. / FISHERS ISLAND,NEW YORK 06390 Z'�_ G — OO DAR ykv 1 _uJ I _ lD I » LINE OF HGHEST_RtD E I — - - - - - � / KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 1 ( / NEW'YORK,NEW YORK 10022 / IAJ 0 1 biro v �/ \ TWO ' / (V 1 z 4 `\ ZONING DIAGRAMS N I m I � o~ �C> Q 1 \\ ---� \��p 1 \\\ // // DATE: 5/14/2025 V I '/D� of I O��p �O// i �O `\\ \\ /// /// /// /// /// /�// O i� PROJECT: 3 ( 89) A-022w00 SCALE:AS NOTED 03 BUILDING FOOTPRINT WITH PROPOSED FINISHED GRADE 01 BUILDING FOOTPRINT WITH NATURAL GRADE (PRIOR TO ANY ALTERATION OR FILL) 3/32"=1'-0• 3/32"=1'-0' SHEET : 5/35 I . 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REFER TO WINDOW & DOOR SCHEDULES (A-500 SERIES) 0 7'-2j" B NCH FOR SIZING & STYLE z 103 i 45 a �Id CV Lo � I I I c \\ BIKE ROOM MUDROOM 46 .0- � 112 111 I ico 22'-1 " Co j / L— __ SHELVES / \ 05 ! 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HF FISHERS ISLAND,NEWYORK 06390 -2 1-7 u u u u H u u u u u /nnK 2 T AR fv, A' OIL CELLAP S�jFr-lLnr,p OF KINLIN RUTHERFURD ARCHITECTS, PLLC 59 FAST 54TH STREET,SUITE 92 TEL:(212)695-2988 0 1 EXTERIOR ELEVATION NEW YORK,NEW YORK 10022 EXTERIOR ELEVATION SOUTH DATE: 6/1.3/2025 PROJECT: (389) A-2 02m CG 0O O SCALE:AS NOTED SHEET : 11/35 i U a a U I F FLZ- � I I Q I I Il II I I I I ' - z — x I � II I — — I I I I I nn KEY PLAN ak MAX.BLDG.HEIGHT ALLOWED: 35' (97.25 ASL) ---- -- - -- ---- -- - -------- - -- --- -- - - - - - - - -- - - - --- - -- --- - ------ -- --- ---- -- - --- -- ,gk BUILDING HEIGHT PROPOSED: 34'-1" (96.3 ASL) �- IL i 711, r � � iI pg T 1 I 1 - 2 1 i ul , KL I 1 ❑I❑ I I_ i I _ TO 2ND FL. SUBFLOOR - — - - --- --- -- - ---------- --- -F EL / -, T - I I � -L._ 1 .-i:,:_.�_.- r L17- ., �-_ � � '. .•'°"Y�'-7.."1.. ,.7- .'m._.11 .[ � -- ' - 1 1 1 I i '; T r CEILING /� - -- - r n ❑ i, �� I T,-,�-, 7 I_;., ��_., -r r {11T�.. 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REVISED PERMIT SET 06.06.25 PERMIT SET 08.01.24 I' I i I'I i I I I I ii QUAIL HILL LLC 2477 MONTAUK AVENUE FISHERS ISLAND,NEWYORK 06390 I I I I I I I I I I 1 1 I I I I I I I �Ep ARC, I I I I I I I I I I 1 I +f I I I I I I I I I I I I (pf I I I I I I I ti I I I I I ��,�• 1/ I I I I \\\JJJ I I I I I I I I I I I I I I I I 1 I I I I I I I I rFUJOF I I I I i- - 'i - i r 5 CA' qq C I I KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEWYORK,NEWYORK 10022 O 1 BUILDING SECTION 1/4'=1'-0' it M fV " BUILDING SECTION 06 w N F-� W DATE: 6/16/2025 d PROJECT: (389) A- 5.0 0 C7 O SCALE:AS NOTED SHEET : 19/35 16"O.C. TYP TYP. EXTERIOR WALL ASSEMBLY INTERIOR WINDOW CASING 1'-0 AT BASE & CROWN u 2x STUDS 8" u SHIM AS NECESSARY _7 TOP PLATE, COORDINATE WINDOW JAMB, AS SPECIFIED LINE OF TIERING BASE & WITH STRUCTURAL z CROWN BEYOND SCREEN, AS SPECIFIED INTERIOR WINDOW SILL BEYOND WOOD FINISH, AS SPECIFIED z w I cn 6x6 PT POST, REFER TO < 00 HEADER, COORDINATE WITH V) STRUCTURAL z STRUCTURAL < 0- 0 LLJ LLJ EXTERIOR WINDOW SILL BEYOND cl� 0 FLASHING, AS REQUIRED FURRING, AS REQUIRED WINDOW R.O. EXTERIOR WINDOW CASING (SEE PLANS) 0 TYP. WINDOW JAMB DETAIL 05 y COLUMN ENCLOSURE DETAIL 81-1/2"=l'-O* 3T=l-PO INTERIOR WOOD CASING FINISH FLOOR, AS SPECIFIED 2X STUDS, COORDINATE II SHIM, AS NECESSARY J" PLYWOOD SUB—FLOOR WITH STRUCTURAL FLOOR JOISTS PER STRUCTURAL, REFER TO STRUCTURAL DWGS EXTERIOR WOOD CASING SOUND ATTENUATING BATT '� FLASHING, AS REQUIRED INSULATION WINDOW HEAD, AS SPECIFIED WINDOW CHECKRAIL, AS SPECIFIED SCREEN, AS SPECIFIED 02 TYP. WINDOW FRAMING N.T.S. WINDOW SILL, AS SPECIFIED PARTITION TYPES REVISED PERMIT SET 06.06.25 FLASHING, AS REQUIRED SINGLE LAYER 5/8" GYP. BID., EACH SIDE PERMIT SET 08.01.24 EXTERIOR WOOD SILL 16 FURRING STRIPS PARTITION " O.C. 2x4 WD STUDS 16 O.C. W/ BATT INSUL. OIL PANELS SCREW ATTACHED REVISION ISSUE DATE I L X — JOINTS FINISHED INTERIOR WOOD SILL SCALE: 1 1/2"=1'—O" — PERIMETER CAULKED GWB QUAIL HILL LLC PARTITION TYPE I IS TYP. — ALL xwq 2477 MONTAUK AVENUE L 1UNTAGGED WALLS IN PLAN TO BE TYPE 1 FISHERS ISLAND,NEWYORK 06390 — SINGLE LAYER 5/8" GYP. BID., EACH SIDE 0TYP. WINDOWSILL & HEAD DETAIL TYP. FLOOR & CEILING ASSEMBLY 16" O.C. — 2x6 or 2x8 WD STUDS 16" O.C. W/ BATT INSUL. 71-1/2*=l'-O* 041-1/2"=1'-O' PARTITION 2' COORDINATE SIZE REQUIREMENTS W/ STRUCTURAL D Al�e 2 — PANELS SCREW ATTACHED SCALE: 1 1/2"=11-01-p — JOINTS FINISHED — PERIMETER CAULKED 9 A\" TYP. EXTERIOR WALL ASSEMBLY cwA TYP. FLOOR & CEILING ASSEMBLY — SINGLE LAYER 5/8" GYP. BD., EACH SIDE WOOD WATER BOARD 16" O.C. — 2x6 WD STUDS 16" O.C. W/ BATT INSUL. SHINGLES, AS SPECIFIED PARTITION 3 AT POCKET DOOR LOCATION WD. STUDS TO BE 3 ROTATED FOR RECESS OF POCKET DOOR SCALE: 1 1/2pp=1'-0" REFER TO DOOR SCHEDULE FOR DOOR INFO. WATERPROOF UNDERLAYMENT — PANELS SCREW ATTACHED — JOINTS FINISHED 0 — PERIMETER CAULKED KINLI N RUTHERFURD ARCHITECTS, PLLC PLYWOOD SHEATHING 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 BEACH STONE BASE (SEE EXT. INSULATION, R-20 MIN NEWYORK,NEWYORK 10022 ELEVATION FOR LOCATIONS) 2x STUD FRAME, REFER TO NOTES: ANCHOR TO FOUNDATION, REFER STRUCTURAL 1. PROVIDE MOISTURE RESISTANT GYP. BID. IN ALL AREAS CONSIDERED WET (KITCHENS, BATHROOMS, LAUNDRY, ETC.) TO STRUCTURAL VAPOR BARRIER 2. PROVIDE APPROPRIATE SUB—SURFACE AT ALL TILED SURFACES. 3. PROVIDE APPROPRIATE SUB—SURFACE AT ALL SURFACES TO RECEIVE PANELING, COORDINATE W/ MILLWORKER & ARCHITECT. 0 —FOUNDATION SHELF, REFER TO GWB STRUCTURAL CONSTRUCTION GRADE DETAILS - TYPICAL CONCRETE FOUNDATION, REFER TO STRUCTURAL DATE: 6/12/2025 PROJECT: (389) A-401,00 0 STONE & WATERBOARD BASE DETAIL TYP. EXTERIOR WALL ASSEMBLY 01 INTERIOR PARTITION TYPES SCALE:AS NOTED 6 03 1-1/2'=I'-O* 1-1/2"44' 1-1/2*=1'-0' SHEET : 20/35 a Zo1 H A403 x d 05 w A403 11�� I (; I 0 04 A403 j I li i I 2ND FLOOR SUBFLOOR ELEV +10'-9 - - - - - 1ST FLOOR CEILING ELEV. + 9'-8 03 j 1 / REVISED PERMIT SET 06.06.25 PERMIT SET 08.01.24 QUAIL HILL LLC 2477 MONTAUK AVENUE FISHERS ISLAND,NEW YORK 06390 1 ST FLOOR SUBFLOOR ELEV. +0'-0" (69.0'ASL) T.O. PORCH ELEV. -0'-6" I I I I I I I I I I I I I I I I I I KINLIN RUTHERFURD ARCHITECTS, PLLC I I 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 \\El// r; CELLAR SUBFLOOR ELEV.-10'-9 J" (58.2 ASL FIREPLACE ELEVATION / W W `o-Tr DATE: 5/14/2025 con PROJECT: (389) A-402 ,00 SCALE:AS o O 1 FIREPLACE ELEVATION 1 NOTED 1/2"=1'-0' SHEET : 21/35 i V W a 0. F V W E- x V FG STONE CHIMNEY TERMINATION w 05 4"x4" CMU A403 STONE VENEER , I STONE VENEER 01 X 4" (MINIMUM) A403 FLASHING v LINE OF STONE o VENEER BELOW 04 © 1,,A403 l 13" X 13" FLUE BELOW I , III I 0 FIREPLACE PLAN 51/2*=1' x STONE VENEER I , 13" X 13" EXTERIOR INTERIOR CLAY FLUE i LINING 03 A403 4" CMU . STONE VENEER II I 1 4" CMU A403 I I I I 1" FIRE CLAY 13" X 13" FLUE LINER r . CLAY FLUE 13"X13" LINING 2ND FLOOR SUBFLOOR > ---- - - ------ -- -- --------- - - -- --- -- - --------------- ELEV +10'-9 �„ ------ -- -- -- I I I FIREPLACE PLAN 1/2'-1-0° 1ST FLOOR CEILING / ELEV. + 9'-8 " CMU 1" FIRE CLAY FLUE LINER 13 X 13" NOMINAL 1" AIRSPACE y FURRING STRIP CLAY FLUE LINING STONE VENEER ` GYP BD. 4" CMU SMOKE CHAMBER 2" AIRSPACE STONE VENEER 2x4 FRAMING DAMPER SOLID WOOD ;. REVISED PERMIT SET 06.06.25 MANTLE _ ONE PIECE 01 RUMFORD THROAT A403 PERMIT SET 08.01.24 MASONRY FIREPLACE WITH RUMFORD J FIRE BRICK 13" X 13" FIREBOX _--__ - - - -- x CLAY FLUE 1 1'-10" -T = AIR INTAKE LINING 02 ; : _ MASONRY FIREPLACE WITH RUMFORD QUAIL HILL LLC A403 - _ __ 2477 MONTAUK AVENUE 11/'2" BLUESTONE ` E FIREBOX FISHERS ISLAND,NEWYORK 06390 HEARTH 1ST FLOOR SUBFLOOR STONE VENEER -- - HEARTH FLUSH WITH — --- 03 FIREPLACE PLAN ELEV. +0'-0" (69.0'ASL) o - - ---- -W0 D --OD FLOOR--TB ------- - - ----- - -- -_-- - - -- _ 1/2'=1'-O' ► x T.O. PORCH o _ --- - - -- - - -- - ---- -- - r� D AR�,'yi ELEV. -0'-6" -�o fl o •F o � — - b �\ OF �.. STONE VENEER AIR INTAKE KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 ✓ 1 NEW YORK,NEW YORK 10022 K' f II CLEAN-OUT 01 O A403 o Ln FIRE BRICK -_ CONCRETE FILL d d p CMU a a ° a - �; � CELLAR SUBFLOOR d d p Xu>:Xxv;x; l ELEV.-10'-9 (58.2 ASL N — -- ---,- — -- - — — -- -- ------- -- -- ----- - -- wN FIREPLACE & CHIMNEY ° PLAN SECTIONS Q WM \\ pd ° pd W \\ \` DATE: 5/14/2025 PROJECT: FIREPLACE PLAN FIREPLACE SECTION (389) A-403 ,00 0 0 2 1/2"=1'-0' 1/2'=1'-0' SCALE:AS NOTED SHEET : 22/35 LINE OF SOFFIT ABOVE LINE OF WALL BELOW FOYER HALL 4'-0 A-45 /7 17 / / - - - - ---- - - - -- - -BEDROOM/STUDY HALL - -------- ------- 3'-4" 16 15 • 17 / I 14 1 16 - 0 13 15 < Ld / \ Ld FOYER <14 HALL Li 12 r-1N / ~ 0 / - - --- - - - - -- - - - / / ; / / -IN 0 10 - 12 IN CL r- -1 0 c3) 3'-4" 9 --- UP 8 �IC-4 10 REVISED PERMIT SET 06.06.25 o _N 2 -- - PERMIT SET 08.01.24 7 3 (. - - - - --- - - --- - - - -- - 6 8 QUAIL HILL LLC / / 2477 MONTAUK AVENUE FISHERS ISLAND,NEW YORK 06390 5 7 5 0 rl 4 6 ARC A 4 0 3 2 in / � / 1 UP KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 5-47" NEW YORK,NEW YORK 10022 8 7'-23" Ir 4 6'-33" 8 on" SITTING ROOM HALL ENLARGED STAIR PLANS DATE: 5/14/2025 PROJECT: A(389) A 0,00 5 0 2 ENLARGED STAIR PLAN - 1ST FLOOR TO 2ND FLOOR 01 ENLARGED STAIR PLAN - BASEMENT TO 1ST FLOOR SCALE:AS NOTED 3/4-4-0- 3/4'=l'-0" SHEET : 23/35 i U a a V) F- U W F� x x Q x 0 N 2ND FLOOR SUBFLOOR 1ST FLOOR CEILING - ELEV. 9'-8 1/2" I I m REVISED PERMIT SET 06.06.25 FOYER HALL PERMIT SET 08.01.24 QUAIL HILL LLC 2477 MONTAUK AVENUE FISHERS ISLAND,NEW YORK 06390 1ST FLOOR SUBFLOOR ELEV. 0'-0" T.O. PORCH j - -- ,ttJ ,4C, ELEV. -0'-6i)� WALL FRAMING BEYOND / (2)2x12 FRAMING FOR OPENING AT FLOOR, SEE STRUCTURAL t STRINGER 1011, }' RUN KINLIN RUTHERFURD ARCHITECTS, PLLC j/ 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 SITTING ROOM HALL Cr_ w Ln100 r\ / I CELLAR SUBFLOOR_ I I ! ' ELEV. -10'-9 5/8" ------ -- -- ---� /r/0 NUN// w STAIR SECTION N F~ W W DATE: 5/14/2025 Q PROJECT: (389) A-4 5 1■0 0 0 0 1 STAIR SECTION - BASEMENT TO 1 ST FLOOR SCALE:AS NOTED t/2.4-0" SHEET : 24/35 i U 04 a E- WUW x u x z i O / \ / I \ / 1 \ / 10Y,> 1 QY„ \ / I \ / I \ / I \ I � I 'yi 1 I I I � I l I j \ / \ REVISED PERMIT SET 06.06.25 PERMIT SET 08.01.24 i - � i o QUAIL HILL LLC / 2477 MONTAUK AVENUE FISHERS ISLAND,NEW YORK 06390 2ND FLOOR SUBFLOOR it ELEV. 10'-9 5/8" ------ - -- ---- - - . 1ST FLOOR CEILING ELEV. 9 -8 1/2' c F � 1 KINLIN RUTHERFURD ARCHITECTS, PLLC -- 'J 59 EAST 54T'H STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 10 n 1ST FLOOR SUBFLOOR - - ---------- - M " ELEV. 0'-0" T.O. PORCH TAI R S ECTI0 N ELEV.-0'-6 H w w x DATE: 6/9/2025 r� Q PROJECT: (389) A-452mOO 0 0 1 STAIR SECTION - 1 ST FLOOR TO 2ND FLOOR 1 SCALE:AS NOTED SHEET : 25/35 i U G.a E� "JINDOW SCHEDULE PER 2022 CT ENERGY CODE CELLAR Rough Opening Size U-Value SHGC Divided Exterior Window # Room Name Type Manufact. Product # Description Width Height light Screen Hardware Cladding REMARKS 001 BATH 2 008 C MARVIN TBD ULTIMATE CASEMENT 3-4 3/4" 4'-1 1/8" 0.27 (MAX) 0.4 - Y - METAL - x 002 BEDROOM 2 007 D MARVIN TBD ULTIMATE CASEMENT 2'-9" 1'-5" 0.27 (MAX) 0.4 - - - METAL - z 003 BEDROOM 2 007 C MARVIN TBD ULTIMATE CASEMENT 2'-9" 4'-115/8" 0.27 (MAX) 0.4 - - - METAL - 004 BEDROOM 2 007 D MARVIN TBD ULTIMATE CASEMENT 2'-9" 1'-5" 0.27 (MAX) 0.4 - Y - METAL - © 005 BEDROOM 2 007 C MARVIN TBD ULTIMATE CASEMENT 2'-9" 4'-115/8" 0.27 (MAX) 0.4 - Y - METAL - 006 BEDROOM 2 007 D MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 1'-5" 0.27 (MAX) 0.4 - Y - METAL - 007 BEDROOM 2 007 C MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 4'-115/8" 0.27 (MAX) 0.4 - - - METAL - 008 BEDROOM 2 007 D MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 1'-5" 0.27 (MAX) 0.4 - Y - METAL - 009 BEDROOM 2 007 C MARVIN TBD ULTIMATE CASEMENT 3-4 3/4" 4'-115/8" 0.27 (MAX) 0.4 - Y - METAL - 010 BEDROOM 2 007 D MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 1'-5" 0.27 (MAX) 0.4 - Y - METAL Oil BEDROOM BEDROOM 2 007 C MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 4'-115/8" 0.27 (MAX) 0.4 - - - METAL - 012 BATH 2 006 D MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 1'-5" 0.27 (MAX) 0.4 SDLS N METAL - 013 BATH 2 006 C MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 4'-115/8" 0.27 (MAX) 0.4 SDLS N - METAL COORDINATE WITH CUSTOM DOOR VENDOR 014 BEDROOM 1 004 D MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 1'-5" 0.27 (MAX) 0.4 SDLS N - METAL COORDINATE WITH CUSTOM DOOR VENDOR 015 BEDROOM 1 004 C MARVIN TBD ULTIMATE CASEMENT 3-4 3/4" 4'-115/8" 0.27 (MAX) 0.4 SDLS - - METAL 016 BEDROOM 1 004 D MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 1'-5" 0.27 (MAX) 0.4 SDLS N - METAL COORDINATE WITH CUSTOM DOOR VENDOR 017 BEDROOM 1 004 C MARVIN TBD ULTIMATE CASEMENT 3-4 3/4" 4'-115/8" 0.27 (MAX) 0.4 SDLS Y - METAL 018 BEDROOM 1 004 D MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 1'-5" 0.27 (MAX) 0.4 SDLS Y - METAL - 019 BEDROOM 1 004 C MARVIN TBD ULTIMATE CASEMENT 3'-4 3/4" 4'-115/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 020 BEDROOM 1 004 D MARVIN TBD ULTIMATE CASEMENT 2'-9" 1'-5" 0.27 (MAX) 0.4 SDLS Y - METAL - 021 BEDROOM 1 004 C MARVIN TBD ULTIMATE CASEMENT 2'-9" 41-115/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 022 SITTING ROOM 002 D MARVIN TBD ULTIMATE CASEMENT 2'-9 3/4" 1'-5" 0.27 (MAX) 0.4 SDLS Y - METAL - 023 SITTING ROOM 002 C MARVIN TBD ULTIMATE CASEMENT 2'-9 3/4" 5'-11 1/8" 0.27 (MAX) 024 SITTING ROOM 002 D MARVIN TBD ULTIMATE CASEMENT 2'-9 3/4" 1'-5" 0.27 (MAX) 0.4 SDLS Y - METAL REMARKS 025 SITTING ROOM 002 C MARVIN TBD ULTIMATE CASEMENT 2'-9 3/4" 5'-11 1/8" 0.27 (MAX) 0.4 SDLS N - METAL - 026 SITTING ROOM 002 D MARVIN TBD ULTIMATE CASEMENT 2'-9 3/4" 1'-5" 0.27 (MAX) 0.4 SDLS N - METAL 027 SITTING ROOM 002 C MARVIN TBD ULTIMATE CASEMENT 2'-9 3/4" 5'-11 1/8" 0.27 (MAX) 0.4 SDLS N - METAL REVISED PERMIT SET 06.06.25 028 SITTING ROOM 002 D MARVIN TBD ULTIMATE CASEMENT 4'-0 3/4" 1'-5" 0.27 (MAX) 0.4 SDLS Y - METAL PERMIT SET 08.01.24 029 SITTING ROOM 002 C MARVIN TBD ULTIMATE CASEMENT 4'-0 3/4" 5'-11 1/8" 0.27 (MAX) 0.4 SDLS Y - METAL 030 HALL 001 J MARVIN UCA 2020 TRANSOM 1'-9" 1'-7 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 031 HALL 001 K MARVIN UCA 2084 SIDELITE 1'-9" 7'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - QUAIL HILL LLC 2477 AVENUE 032 HALL 001 J MARVIN UCA 3620 TRANSOM 3'-1" 1'-7 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - FISHE SONTAUK ISLAND,NEWYORK 06390 033 HALL 001 J MARVIN UCA 2020 TRANSOM 1'-9" 1'-7 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - - - 034 HALL 001 K MARVIN UCA 2084 SIDELITE 1'-9" 7'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 035 STORAGE 012 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - .< p 036 STORAGE 012 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL 037 STORAGE 012 B MARVIN UCA 3064 ULTIMATE CASEMENT 2-7 5-3 5/8 0.27 (MAX) 0.4 SDLS Y - METAL 038 STORAGE 012 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - -Op 039 STORAGE 012 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 040 STORAGE 012 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - FIRST FLOOR Rough Opening Size U-Value SHGC Divided Exterior Window # Room Name Type Manufact. Product # Description Width Height light Screen Hardware Cladding REMARKS KINLIN RUTHERFURD ARCHITECTS, PLLC 101 POWER ROOM 107 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL NEW 59 KNEW ORK1UITE92 TEL:(212)6952988 NEW YORK,NEW YORK 10022 102 FOYER 101 B UPSTATE OR SIM CUSTOM SIDELITE 2'-2" 7'-2 1/2" 0.27 (MAX) 0.4 SDLS - METAL 103 FOYER 101 1 'UPSTATE OR SIM CUSTOM TRANSOM 8'-4" 1'-6 1/2" 0.27 (MAX) 0.4 SDLS - METAL 104 FOYER 101 H UPSTATE OR SIM CUSTOM SIDELITE 2'-2" 7'-2 1/2" 0.27 (MAX) 0.4 SDLS - METAL 105 KITCHEN 102 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL 106 KITCHEN 102 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL x 107 KITCHEN 102 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL N w 108 KITCHEN 102 B MARVIN UCA4054 ULTIMATE CASEMENT 4'-5 5/8" 0.27 (MAX) - WINDOW SCHEDULES N H 109 GAME TABLE 104 A MARVIN UDHG2 303OE2 ULTIMATE DOUBLE HUNG G2 2'-8 1/2" 5'-4" 0.27 (MAX) 0.4 SDLS Y - METAL - w w x 110 GAME TABLE 104 A MARVIN UDHG2 303OE2 ULTIMATE DOUBLE HUNG G2 2'-8 1/2" 5'-4" 0.27 (MAX) 0.4 SDLS Y - METAL - DATE: 6/17/2025 a 111 GAME TABLE 104 A MARVIN UDHG2 303OE2 ULTIMATE DOUBLE HUNG G2 2'-8 1/2" 5'-4" 0.27 (MAX) 0.4 SDLS Y - METAL - PROJECT: (389) A-50.1,00 0 112 GAME TABLE 104 A MARVIN UDHG2 2628E2 ULTIMATE DOUBLE HUNG G2 2'-8 1/2" 5'-4" 0.27 (MAX) 0.4 SDLS Y - METAL SCALE;AS NOTED 113 GAME TABLE 104 B MARVIN UCA 3248 ULTIMATE CASEMENT 2'-9" 3-115/8" 0.27 (MAX) 0.4 SDLS Y - METAL SHEET : 26/35 i U a WINDOW SCHEDULE o, Ell U PER 2022 CT ENERGY CODE U FIRST FLOOR Rough Opening Size Divided Exterior U-Value SHGC Q Window # Room Name Type Manufact. Product # Description Width Height light Screen Hardware Cladding REMARKS 116 LIVING ROOM 104 1 MARVIN CUSTOM TRANSOM 3'-3 1/8" 1'-8 1/8" 0.27 (MAX) 0.4 SDLS N H 117 LIVING ROOM 104 1 MARVIN CUSTOM TRANSOM 3'-1 1/8" 1'-8 1/8" 0.27 (MAX) 0.4 SDLS N - - 118 LIVING ROOM 104 1 MARVIN CUSTOM TRANSOM 3'-11/8" 1'-8 1/8" 0.27 (MAX) 0.4 SDLS N - - a x 119 LIVING ROOM 104 1 MARVIN CUSTOM TRANSOM 3'-3 1/8" 1'-8 1/8" 0.27 (MAX) 0.4 SDLS N - - 120 DINING ROOM 103 1 MARVIN CUSTOM TRANSOM 3'-3 1/8" 1'-8 1/8" 0,27 (MAX) 0.4 SDLS N - - 121 DINING ROOM 103 1 MARVIN CUSTOM TRANSOM 3'-1 1/8" 1'-8 1/8" 0.27 (MAX) 0.4 SDLS N - 122 DINING ROOM 103 1 MARVIN CUSTOM TRANSOM 3'-1 1/8" 1'-8 1/8" 0.27 (MAX) 0.4 SDLS N - - 123 DINING ROOM 103 1 MARVIN CUSTOM TRANSOM 3'-3 1/8" 1'-8 1/8" 0.27 (MAX) 0.4 SDLS N - - 124 DINING ROOM 103 K MARVIN UCA 2084 SIDELITE 1'-9" 7'-5 5/8" 0.27 (MAX) 0.4 SDLS N - - 125 DINING ROOM 103 J MARVIN UCA 2020 TRANSOM 1'-9" 1'-7 5/8" 0.27 (MAX) 0.4 SDLS N 126 DINING ROOM 103 G MARVIN UCA 3684 PICTURE FRAME 3'-1" 7'-5 5/8" 0.27 (MAX) 0.4 SDLS - - - 127 DINING ROOM 103 1 MARVIN UCA 3620 TRANSOM 3'-1" 1'-7 5/8" 0.27 (MAX) 0.4 SDLS N - - COORDINATE WITH CUSTOM DOOR VENDOR 128 DINING ROOM 103 K MARVIN UCA 2084 SIDELITE 1'-9" 7'-5 5/8" 0.27 (MAX) 0.4 SDLS 129 DINING ROOM 103 J MARVIN UCA 2020 TRANSOM 1'-9" 1'-7 5/8" 0.27 (MAX) 0.4 SDLS N - - COORDINATE WITH CUSTOM DOOR VENDOR 130 A DINING ROOM 103 J MARVIN UCA 3220 TRANSOM 2'-9" 1'-7 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 130 B DINING ROOM 103 G MARVIN UCA 3284 PICTURE 2'-9" 6-115/8" 0.27 (MAX) 0.4 SDLS Y - METAL 130 C DINING ROOM 103 G MARVIN UCA 3220 PICTURE 2'-9" 1'-7 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL 130 D DINING ROOM 103 J MARVIN UCA 3284 TRANSOM 2'-9" 6'-115/8" 0.27 (MAX) 0.4 SDLS Y - METAL 1311 STAIR - B MARVIN UCA 3048 ULTIMATE CASEMENT 2'-7" 3-115/8" 0.27 (MAX) 0.4 SDLS Y - METAL 132 STAIR - B MARVIN UCA 3048 ULTIMATE CASEMENT 2'-7" 3-115/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 133 BEDROOM 3 111 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 1-34 BEDROOM 3 111 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 1.15 BEDROOM 3 111 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 1-16 BEDROOM 3 111 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 137 BEDROOM 3 111 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL E 8 BEDROOM 3 111 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-35/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 9 DRESSING ROOM 114 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) I 0.4 SDLS Y - METAL - 140 DRESSING ROOM 114 B MARVIN UCA 3064 ULTIMATE CASEMENT 2'-7" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - REVISED PERMIT SET 06.06.25 �1 EH141 BATH 3 110 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-55/8" 0.27 (MAX) 0.4 SDLS Y - METAL - PERMIT SET 08.01.24 2 BIKE ROOM 109 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 143 BIKE ROOM 109 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - QUAIL HILL LLC 144 MUD ROOM 108 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 2477 MONTAUK AVENUE FISHERS ISLAND,NEW YORK 06390 145 MUD ROOM 108 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 146 MUD ROOM 108 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - PER 2022 CT ENERGY CODE �A SECOND FLOOR Rough Opening Size Divided Exterior p g U-Value SHGC Window # Room Name Type Manufact. Product # Description Width Height light Screen Hardware Cladding _ REMARKS F 201 PRIMARY BATH 205 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL 202 PRIMARY BATH 205 B MARVIN UCA 3254 ULTIMATE CASEMENT 2'-9" 4'-5 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL �t 203 STUDY 202 B MARVIN UCA 2444 ULTIMATE CASEMENT 2'-1" 3'-7 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 204 STUDY 202 D MARVIN CUSTOM ULTIMATE DOUBLE HUNG G2 3'-5 1/2" 3'-1 1/4" 0.27 (MAX) 0.4 SDLS N - METAL - 205 STUDY 202 B MARVIN UCA 2444 ULTIMATE CASEMENT 2'-1" 3'-7 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 206 ATTIC - C MARVIN UCA 2828 ULTIMATE CASEMENT 2'-5" 2'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - KINLIN RUTHERFURD ARCHITECTS, PLLC 207 ATTIC - M MARVIN UCA 2828 PICTURE 2'-6" DIA 2'-6" DIA 0.27 (MAX) 0.4 SDLS Y - METAL - 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW'YORK 10022 208 GAME TABLE 104 C MARVIN UCA 2828 ULTIMATE CASEMENT 2'-5" 2'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 209 LIVING ROOM 104 M MARVIN CUSTOM PICTURE 2'-6" DIA 2'-6" DIA 0.27 (MAX) 0.4 SDLS Y - METAL - 210 DINING ROOM 103 M MARVIN CUSTOM PICTURE 2'-6" DIA 2'-6" DIA 0.27 (MAX) 0.4 SDLS Y - METAL 211 STUDY 202 B MARVIN UCA 2444 ULTIMATE CASEMENT 2'-1" 3'-7 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL 2:L2 STUDY 202 D MARVIN UCA 3644 ULTIMATE CASEMENT PICTURE 3'-1 " 3'-7 5/8" 0.27 (MAX) 0.4 SDLS N - METAL M 2:L3 STUDY 202 B MARVIN UCA 2444 ULTIMATE CASEMENT 2'-1" 3'-7 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - N 214 PRIMARY BEDROOM 203 B MARVIN UCA 2064 ULTIMATE CASEMENT 1'-9" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - WINDOW SCHEDULES w 215 PRIMARY BEDROOM 203 H MARVIN UCAP 6464 ULTIMATE CASEMENT PICTURE 5'-5" 5'-3 5/8" 0.27 (MAX) 0.4 - - - METAL - F~ w 216 PRIMARY BEDROOM 203 B MARVIN UCA 2064 ULTIMATE CASEMENT 1'-9" 5'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - DATE: 6/17/2025 2:L7 PRIMARY BEDROOM 203 B MARVIN UCA 2048 ULTIMATE CASEMENT 1'-9" 3'-115/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 218 PRIMARY BEDROOM 203 H MARVIN UCAP 6448 ULTIMATE CASEMENT PICTURE 5'-5" 3'-115/8" 0.27 (MAX) 0.4 - - - METAL - PROJECT: (389) -502 .00 �1-9�i �3-11 n SCALE:AS NOTED 219 PRIMARY BEDROOM 203 B MARVIN UCA 2048 ULTIMATE CASEMENT 5/8 0.27 (MAX) 0.4 SDLS Y - METAL - SHEET : 27/35 i U VVINDOW a W a U H PER 2022 CT ENERGY CODE SECOND FLOOR Rough Opening Size U-Value SHGC Divided Exterior Window # Room Name Type Manufact. Product # Description Width Height light Screen Hardware Cladding - REMARKS 220 DRESSING ROOM 204 C MARVIN UCA 2828 ULTIMATE CASEMENT 2'-5" 2'-3 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - 221 PRIMARY BATH 205 B MARVIN UCA 3244 ULTIMATE CASEMENT 2'-9" 3'-7 5/8" 0.27 (MAX) 0.4 SDLS Y - METAL - x - 222 PRIMARY BATH 205 M MARVIN CUSTOM PICTURE 2'-6" DIA 2'-6" DIA 0.27 (MAX) 0.4 SDLS Y METAL SEE ELEVATION FOR DETAILS 223 PRIMARY BEDROOM 203 M MARVIN CUSTOM PICTURE 2'-6" DIA 2'-6" DIA 0.27 (MAX) 0.4 SDLS Y METAL SEE ELEVATION FOR DETAILS 0 N REVISED PERMIT SET 06.06.25 PERMIT SET 08.01.24 QUAIL HILL LLC 2477 MONTAUK AVENUE FISHERS ISLAND,NEW YORK 06390 NOTES: 1. GC TO VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION PLAN 2. ALL WINDOWS TO BE "MARVIN ULTIMATE COASTAL SERIES" - IMPACT ZONE 3 / HURRICANE CERTIFIED - UNLESS OTHERWISE NOTED 3. ALL EXTERIOR WINDOWS TO COMPLY WITH NYSECC 2020 (MAX U-VALUE 0.32 & MAX SHGC 0.40) D AR 4. REFER TO SHEET A.502 FOR WINDOW TYPES �Fn tp�eN, OF T� �y� KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54T'H STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 M N N WINDOW SCHEDULES w N H W DATE: 5/14/2025 a C7 (389) A-503w00 PROJECT: SCALE:AS NOTED SHEET : 28/35 i | — | ^ ' REFER TO WINDOW SCHEDULE REFER TO � WINDOW SCHEDULE --------------- REFER TO WINDOW SCHEDULE LIJ | | ~ Ld Lu 0 REFER TO WINDOW SCHEDULE REFER TO WINDOW SCHEDULE to ` ryLjj elf Ljj O LLJ O LLJ ' LLI � � �� § ��I � / \ I cif PICTURE FRAME WINDOW PICTURE FRAME WINDOW S|DEUTE TRANSOM TRANSOM PICTURE — NON—OPERABLE — NON—OPERABLE — COORDINATE YV/ DOOR R.O. — COORDINATE W/ DOOR R.O. — COORDINATE W/ DOOR R.O. — REFER TO ELEVATION FOR — REFER TO ELEVATION FOR — REFER TO ELEVATION FOR # OF PANES # OF PANES # OF PANES REVISED PERMIT SET 08.06.25 REFER TO WINDOW SCHEDULE PERMIT SET 08.01.24 B1 ------ ��UU��KK HILL U K �n �---' »��U� 0AU��. �~�v� o*n�owmuxw/swuc ------------------------ nnxsnomuno.wcw,onxoaauu /.| ,-----------_------_— | i i|| REFER TO� � |// ------------------ � ill WINDOW SCHEDULE /�^-------------_—_----__—~/i Lij REFER TO r |� 0 REFER TO WINDOW SCHEDULE ' . REFER TO � _j WINDOW SCHEDULE LLJ -OF ry Ld Of �_ | Lu KINLIN RUTHERFURD ARCHITECTS, P[LC Of LLJ ^� uc os�n o*rxnrnsc� �ou/rsy» rs��(u1u)oes�ouu [If �� L� NEW YOnK,wsw,onx1nou2w Of of ^�-------' ^k-----' �'-----' ~^----- ~^------ G F E (D (Dc x PICTURE CUSTOM COTTAGE CASEMENT CASEMENT CASEMENT CASEMENT DOUBLE HUNG DOUBLE HUNG — REFER TO ELEVATION FOR — REFER TO ELEVATION FOR — REFER TO ELEVATION FOR — REFER TO ELEVATION FOR n SVV|NC DIRECTION 3YY|NG DIRECTION SWING DIRECTION SWING DIRECTION ��U��%�� ~�'�� UU�� TYPES ~� oxrc. 6/12/2025 NOTES: A-504,00 (388) � DIMENSIONS �� V�N[]�}��T�� s�� AS NOTED REFER1. �F�REFERTO �\.501 ��Iy�[}O��S��AE[�U[ES FORFDIMENSIONSAND OTHER RELEVANT INFORMATIONK 8 U ��f_� ' | SHEET : 29/35 - U a EiXTERIOR DOOR SCHEDULE U H PER 2022 CT ENERGY CODE CELLAR Rough Opening Size U-Value SHGC Divided Exterior Door # Room Name Type Manufact. Product # Description Width Height light Screen Hardware Cladding REMARKS w 001 HALL 001 E MARVIN MID "X" OR "0" MODERN SWINGING DOOR 3'-1" 6'-115/8" 0.27 (MAX) 0.4 SDLS - - METAL s 002 MECHANICAL 009 z a PER 2022 CT ENERGY CODE © FIRST FLOOR Rough Opening Size U-Value SHGC Divided Exterior Door # Room Name Type Manufact. Product # Description Width Height light Screen Hardware Cladding REMARKS 101 FOYER 101 A UPSTATE CUSTOM MODERN SWINGING DOOR 3-4" 7'-7 1/2" - - - - - - CUSTOM SOLID WOOD DOOR 102 KITCHEN 102 A UPSTATE CUSTOM SWING DOOR 2'-10" 7'-8 5/8" - - - Y (TYPE M) - - CUSTOM SOLID WOOD DOOR 103 LIVING ROOM 104 B MARVIN UOFD2.25G2 IZ3 5480 GLAZED DOUBLE DOOR 5'-0" 7'-8 1/2" 0.27 (MAX) 0.4 SDLS - - METAL 104 LIVING ROOM 104 B MARVIN UOFD2.25G2 IZ3 5480 GLAZED DOUBLE DOOR 5'-0" 7'-8 1/2" 0.27 (MAX) 0.4 SDLS - - METAL 105 LIVING ROOM 103 F MARVIN MMSDSTK "OXXO" MODERN MULTISLIDE STACKED DOOR 13'-0 1/8" 7'-5 5/8" 0.27 (MAX) 0.4 SDLS - - METAL 106 DINING ROOM 103 G MARVIN MMSDSTK "XOX" MODERN MULTISLIDE STACKED DOOR 13'-0 1/8" 7'-5 5/8" 0.27 (MAX) 0.4 SDLS - - METAL 107 BIKE ROOM 109 D UPSTATE CUSTOM DOUBLE SWING DOOR HIGH GLAZE 5'-8" 7'-11 1/8" 0.27 (MAX) 0.4 SDLS - - - CUSTOM WOOD & GLASS DOOR 108 MUD ROOM 108 A UPSTATE CUSTOM SWING DOOR 2'-10" 7'-9 1/4" - - Y (TYPE M) - - CUSTOM SOLID WOOD DOOR REVISED PERMIT SET 06.06.25 PERMIT SET 08.01.24 QUAIL HILL LLC 2477 MONTAUK AVENUE FISHERS ISLAND,NEW YORK 06390 OF KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 NOTES: fV w 1. GC TO VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION PLAN EXTERIOR DOOR 2. ALL EXTERIOR GLAZED DOORS TO BE IMPACT ZONE 3 / HURRICANE CERTIFIED - UNLESS OTHERWISE NOTED w 3. ALL EXTERIOR GLAZED DOORS TO COMPLY WITH NYSECC 2020 (MAX U-VALUE 0.32 & MAX SHGC 0.40) SCHEDULE 4. REFER TO SHEET A.504 FOR EXTERIOR DOOR TYPES DATE: 5/14/2025 a N PROJECT: (389) A-505mOO 0 SCALE:AS NOTED SHEET : 30/35 U W a a F- WUW x U Q W M17� a z — 0 xox ox_xo G D SLIDING DOOR SLIDING DOOR REVISED PERMIT SET 06.06.25 REFER TO REFER TO EXT. DOOR SCHEDULE EXT. DOOR SCHEDULE PERMIT SET 08.01.24 REFER TO EQ EQ EXT. DOOR SCHEDULE REFER TO EXT. DOOR SCHEDULE � i - , QUAIL HILL LL LLC AVENUE — ------- - FISHERS ISLAND,NEWYORK 06390 ---------- / \ �\ V) U U ti LLJ N JA 1 (/) o o o O XLi x / O O x O W - - -- X \ 1- O w LLJO / w ------ -- -- - - 0 LLJ Of Of L_ Ld \ / \ / / tY � \ \ / \ / / KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 I E D C B A M N N GLAZED SWING DOOR DOBLE SWING DOOR GLAZED DOUBLE DOOR SWING DOOR EXTERIOR DOOR TYPES N - CONTEMPORARY PANEL HIGH GLAZE -TRADITIONAL PANEL H w w n DATE: 5/14/2025 �j G NOTES: PROJECT: (389) A-506,00 o EXTERIOR DOOR TYPES SCALE:AS NOTED 1. REFER TO A.503 EXT. DOOR SCHEDULES FOR DIMENSIONS AND OTHER RELEVANT INFORMATION O 3/a•=,—o- 2. 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ALL OUTLETS AT FLOOR LEVEL TO BE 15" TO CENTER OF 1. ALL 3-WAY DIMMER SWITCHES TO BE SMARTLY DIMMED SO THAT u OUTLET FROM FINISHED FLOOR AND CENTERED ON WALL, ALL SWITCHES ARE DIMMABLE UNLESS NOTED OTHERWISE IN CONTRACT 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER v 2. ALL OUTLETS ABOVE KITCHEN COUNTERTOP TO BE AT SWITCHES ARE TO BE "DIVA" SWITCHES WITH NO NIGHTLIGHT %//////' ///j%j/' 42 TO CENTER OF OUTLET FROM FINISHED FLOOR, NEW CONSTRUCTION Q UNLESS NOTED OTHERWISE 3. ALL LIGHT FIXTURES TO BE HIGH EFFICACY UNLESS OTHERWISE NOTED F0 WALL MOUNTED LIGHT FIXTURE COUNTER 3. ALL LIGHT SWITCHES TO BE 42" TO CENTER OF OUTLET FROM FINISHED FLOOR AND 3" FROM EDGE OF CASING 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED BENCH RECESSED LIGHT FIXTURE i TO EDGE OF PLATE, UNLESS NOTED OTHERWISE AS GFI � WATERPROOF RECESSED LIGHT FIXTURE 4. GC TO REVIEW APPLIANCE SCHEDULE FOR SPECIFICATIONS 5. ALL DETECTORS TO BE COMBINATION SMOKE/CARBON ON ELECTRICAL CONNECTION REQUIRED FOR EACH UNIT MONOXIDE. ALL DETECTORS & ALARMS SHALL COMPLY HORIZ. SURFACE MOUNTED LIGHT FIXTURE M AND ITS APPROPRIATE LOCATION WITH NYS 2020 RESIDENTIAL CODE, SECTIONS R314 & R315. ALL DETECTORS SHALL BE HARDWIRED WITH VERY. SURFACE MOUNTED LIGHT FIXTURE BIKE ROOM i 5. GC TO VERIFY ALL CONNECTIONS FOR HVAC, HEATING BATTERY BACK UP & INTERCONNECTED. REVIEW ALL �\ I UDROOM MATS, CONDENSERS AND RADIATORS AS REQUIRED LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION UNDER CABINET STRIP LIGHT 112 I 111 ! 6. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED c INTERCOM iAp ! CONTRACTOR % ADJ. --------- --- ---- ----------- __-- -------® $ SWITCH �' 7. GC TO FURNISH AND INSTALL ALL LIGHT FIXTURES AS PER ARCHITECTS SPECIFICATIONS _____ SHELVES I $° DIMMER SWITCH ELEV. 68.5 I 8. ALL EXTERIOR LIGHTING AND POWER TO BE WEATHERPROOF \ I $3 3-WAY SWITCH I BA H HAN c r�� ENTRY PORCH I $3D 3-WAY DIMMER SWITCH %i 0 r r 101 ! FIXTURE ON A JAMB SWITCH �i DR WAR I DUPLEX RECEPTACLE W/D W/D f� I �w.P. WATERPROOF DUPLEX RECEPTACLE RANGE HOOD I GFI 24"SI�KGD GFI / r- e'aANc - SWITCHED DUPLEX RECEPTACLE GFI!i ROOM ! '- ---T--1-7 OUTLET, ONE SIDE ONLY i I --- -- --------- r �_- 110 4 POWDER I FOYER - _ \ I DRESSI G �� ROOM _ 102 MW I I �c.F.i. GROUNDED FAULT RECEPTACLE OUTLET ROO ! ----------- 103 Q Mw I I QUADRUPLEX RECEPTACLE —I L ' GFI GFI 3D 36" ---------- �Dw i _i_ FLOOR RECEPTACLE ° ° so HALL E V. 69' ' REF REF KITCHEN GFI I �9 TELEPHONE/DATA J L ALK-IN CM 104 FIR I ' = W IPANTR I I FI-071 - - " INK- _ O TELEVISION r I L I -- - PANTRY I I I I r sa" i, D ® EXHAUST FAN / REF/FR C�J i� L---------_I I - ; CL OBEY j 3D D 3D T THERMOSTAT / / j RE LE D _ - - I GAME ROOM LE GFI 50 CARBON MONOXIDE DETECTOR --GAL - - _ i �' - � �M SMOKE/ cm r i 3 AN I ! uTe ! 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L !D:N T--- --- I----I-----f---- i L----k=_ ==-a=-= ___= __=� _____ __ I I ! -- -I_I-I_ZJ----------- _ ---- I I'CO RED PORCH r--- -- - --------- ------j KINLIN RUTHERFURD ARCHITECTS, PLLC l i I I I 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 E EV. 68.5 I NEW YORK,NEW YORK 10022 II II -- 11 ELEV. 68.5' I !I -_-_------- ! I I II -- - - - - - ----_-_---- ! I L ----------- M III I I li II I N III ;I j I i I II I li II I N III LL--- -- -_- -- --------------- - - - - - -- -- ---------------------------------------- - ----- - -- -- -- --- ------ �, I � � "- -- -- -- ------------------ 1-_-- ------------------------------------------� I I JI ENERGY ANALYSIS (R404 1 2020-NYEC� ELECTRICAL PLAN FIRST W T --- NOT LESS THAN 90% OF THE PERMANENTLY INSTALLED FLOOR LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS DATE: 5/14/2025 N PROJECT: (389) E-1.01,00 o ELECTRICAL PLAN - 1 ST FLOOR O SCALE:AS NOTED SHEET :33/35 i U U W E x U I I � I i I I I 1 - --- j p I I ' I ( i PRIM AR , BATH ice— _-----_ _--_--- / _----------------- —I I I , / I- ' / I I \\ -- ---j i I / I o DI f I i I ------------- ------ ------------------------ ------ --------- ------ I � I --- ----------------------------- ---'i1 DRESSING ROOM ; 1 / I 205 I ' I ,r/ N HALL 41\II/, r-------1 I r � y d ST DY / 2;2 --- - \ ---------- ------------------- ---- DROOPRIMARY BE --- ---————------------ - I / �" / , I 0 47 .r. ATTIC ; ; ( I I REVISED PERMIT SET 06.06.25 201 — / PERMIT SET 08.01.24 I I QUAIL HILL LLC 11111___ '� '/'777777 777 2477 MONTAUK AVENUE FISHERS ISLAND,NEW YORK 06390 ---------- -------------------------------------------------------------------------------t-- ' ATTIC I I I i i -- -- — -- -- 201 © I II I I II I D AA I II I ---- ------------------I----------------- -- I I I I I I I --—-- I I I I I I ----- II I I I I I I 11 --------------------------- ---- I I I I I I I I I I I L -CZ_�ZJ-Z-Y______ _______ I 1 ____� KINLIN RUTHERFURD ARCHITECTS, PLLC I I I I I I 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 I NEW YORK,NEW YORK 10022 1 III � � 11I 1 II 1 � II I 1II I I 11I I11 I I ICI I I II I i I I ----------------- II II I � II 1 I II I M III I I II I I I N i II L-------------------------- -----� II I N , 11 ELECTRICAL PLAN -�-------- ---------- ___ -- - ---------------------- SECOND FLOOR w DATE: 5/14/2025 Q PROJECT; (389` E-102,00 0 01 ELECTRICAL PLAN - 2ND FLOOR SCALE:AS NOTED t/4'=1'-0- SHEET :34/35 U a a LEGEND (PLUMBING & GAS) NOTES 1. DO NOT SCALE FROM THIS DRAWING. 0 0 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE -- o BUILDING CODE OF THE TOWN OF SOUTHHOLD. x 3. ALL CERTIFICATES, PERMITS OR OTHER REQUIREMENTS TUB / SHOWER SHALL BE PAID FOR AND OBTAINED. REFRIGERATOR 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. w 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO THE w OWNER BEFORE APPLYING FOR FINAL PAYMENT. TOILET 6. HORIZONTAL DRAIN PITCH TO BE BETWEEN J" & J" PER FOOT. 7. SPACING BETWEEN CLEANOUTS SHALL NOT EXCEED 50'. a 8. WORK TO BE GUARANTEED FOR A PERIOD OF (1) YEAR AFTER SUBSTANTIAL COMPLETION. Q 9. ALL HOT AND COLD WATER LINES TO HAVE SHUT OFF DISH WASHER o LAVATORY VALVES. N / WASHING J MACHINE SINK WASTE LINE DRYER ----- SUPPLY LINE w JL N VENT t� Q KITCHEN RANGE " FEED 1 ST FLOOR 02 GAS RISER DIAGRAM NTS 14" V.T.R 4" V.T.R 4" V.T.R 4" V.T.R i 4" V.T.R T.O. RIDGE i I I I I I I I I I I I I I I I I REVISED PERMIT SET 06.06.25 I I ATTIC I I I ( I PERMIT SET 08.01.24 I I I I I PRIMARY BATH I I I I QUAIL, HILL LLC __ I 2477 MONTAUK AVENUE I I FISHERS ISLAND,NEW YORK 06390 _--2„„� — I I I I I I I 01 0 I I I b o ( I 1 2ND FLOOR I j I KITCHEN I i I T_---, BATH 3 1 LAUNDRY ROOM I POWDER ROOM I I I 1 ' I l I '•, �- 2„� 11 2„ 1 >,i 2,i 1 „� 1 „i 1 „l I I 010 I I I I 1 4' � I I KINLIN RUTHERFURD ARCHITECTS, PLLC 1ST FLOOR L�2 I 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 2" 4" 2" 4" 3" I I NEW YORK,NEW YORK 10022 I I BATH 1 I i BATH 2 I I »I ,I J L „I r � „ 1 I 2 I 14 I 14 I 1 2 11 F.A. I I I I I I I I I I 010 010 b M o 12 N BASEMENT N PLUMBING & GAS RISER C.O. E- W W DATE: 544,2025 .-7 PROJECT: (389) P-101moo 0 01 PLUMBING RISER DIAGRAM SCALE:AS NOTED NTS SHEET : 35/35