Loading...
HomeMy WebLinkAbout49427-Z TOWN OF SOUTHOLD r 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 #: 49427 Date: 6/28/2023 Permission is hereby granted to: Hay Harbor Club Inc PO BOX 477 Fishers Island, NY 06390 To: reconstruct portion of porch to an existing commercial building as applied for. At premises located at: Fox Ave SCTM # 473889 Sec/Block/Lot# 9.-3-1 Pursuant to application dated 5/3/2023 and approved by the Building Inspector. To expire on 12/27/2024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $854.40 CERTIFICATE OF OCCUPANCY $50.00 Taal: $904.40 Building Inspector Y 4Y Y �h 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 Ott a ://` ww.so t�hol tc), 'viii .��)o Date Received IWW IIII��� L 4WCmmipWIII„I FOR BUILDING R �� qtl For Office Use Only 1q2PERMIT N0. Building Inspector: MAY 3 2023 p �� .. Applications and forms must be filled out in their entirety. Incomplete � 1J) applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:4/26/23 OWNER(S)OF PROPERTY: Name: Hay Harbor Club, Inc scTM# soo0-009-3-1 Project Address:Fox Avenue, Fishers Island, NY 06390 Phone#: Email: Mailing Address:PO Box 477, Fishers Island, NY 06390 CONTACT PERSON: Name:Bruce Kinlin 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 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 WAlteration dRepair UDemolition Estimated Cost of Project: [--]other $ Will the lot be re-graded? ❑Yes iiQNo Will excess fill be removed from premises? ❑Yes likNo 1 PROPERTY INFORMATION Existing use of property:Country Club/Recreation&Sports Facility Intended use of property:Same/No change in Use or Occupancy Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 I this property? ❑Yes ligNo IF YES, PROVIDE A COPY. IN di"meck Sox After Ceadiling. 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. I Application Submitted By(print name):Bruce Kinlin IINAuthorized Agent ❑Owner Signature of Applicant: �, Date: STATE OF NEW YORK) TY OF SS: COUN ) . ~-1 I R being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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 illf)tday of 1y) 202a )JAI L Notary Public DEBRA FECHTER Notary Pubic, State of New York No 01 FE-501 6-180 OWN�� iA I.10 IZATII Qualified in New York County' Commission Expires 08/09,x, (Where the applicant is not the owner) I, I e' residing at 1 q GLV I D(v Bruce Kinlin do hereby authorize to apply on bF - PCC ( /--a-149y Cd(u C3,n ve- FS V-,e rs �S , to the Town of Southold Building Department for approval as described herein. 00, y �Z� Owner's Signature Date Hcw ► ocy` C [u 1® Print Owner's Name 2 Building Department A lieation. AUTOORIZATION (Where the Applicant is not the Owner) 6e I, L o k S % eA` residing at (Print property owner's name) (Mailing Address) �(� ���� 1 Sl ► do hereby authorize Bruce Kinlin (Agent) to apply on my behalf to the Southold Building Department. LI (Owner's Signature) (Date) (Print Owner's Name) _ 3l a L� Cpq �� �� o�� � :- } MAY i$ 902371-77 -0 p 7 77777 777 SHEET DESCRIPTION A A-001 TITLE SHEET ",.�v0 X01 +—�;_D A-002 GENERAL NOTESle ; , E j -�,, - - . fi+ - j $ A-020 SITE PLAN s - - - .. , ? - - Rh"y."'^TMS •r'^IN P _ W f , ., - .S •5� � f .. A-031 DEMOLITION PLAN — FIRST FLOOR ... r I , A-032 DEMOLITION PLAN — ROOF ;, :... N A-101 CONSTRUCTION PLAN — FIRST FLOOR .R © { A-102 CONSTRUCTION PLAN — ROOF ± ' A-111 REFLECTED CEILING PLAN — FIRST FLOOR A-121 FINISH FLOOR PLAN — FIRST FLOOR A-201 EXTERIOR ELEVATIONS — EXISTING & DEMO A-202 EXTERIOR ELEVATION — PROPOSED OVERALLS A-203 EXTERIOR ELEVATION — NORTH Et A-204 EXTERIOR ELEVATION — WEST a +rte A-205 EXTERIOR ELEVATION — SOUTH I ' , I. sl^{ +0�« +:.,.,, ,mwaz•TMmNea � Se 7 f ' :' _ a ' , A-210 SECTIONS A-401 CONSTRUCTION DETAILS A-501 EXTERIOR DOOR SCHEDULE " E-101 ELECTRICAL PLAN — FIRST FLOOR 5�' i av tl p P°i IDt All f+vF1, f >h} t e , j PERMIT SET 04 i' .28.23 , I �htr , HAY HARBOR CLUB FOX AVEN UE $ " •b;` FISHERS ISLAND,NY 06390 ! KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 y� C7 0 IAOI �<\ Im mom A C LHAY H PN RB, 0 " P q 029 ' Q TAX MAP NO . 1000 - SECTION 9 - BLOCK 3 - LOT 1 T�o� NE�� N N FOX AVENUE TITLE SHEET w N v] W FISHERS ISLAND, NY 06390 W x A-001 PROJECT: 357 u 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: A-2 (CLUB ASSEMBLY) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA v� ZONING: R-80 u 2. ALL PLUMBING WCRK 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 x FRAMING MATERIAL: DOUGLAS FIR #2 LOAD (MPH) DESIGN WEATHERING FROST LINE TERMITE DESIGN TEMP. UNDERLAY HAZARD u 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 WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND SUBCONTRACTORS. x 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SHALL COMPLY SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R314 04 WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. LATERAL FRAMING AND SHEAR CONNECTIONS: 4 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. CONNECTOR SPECIFICATION: x INSPECTIONS AND SIGN OFFS. v 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 3.313 OR RIDGE SIMPSON LSTA 24 © 16 O.C. © FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 3.3 IN THE W.F.C.M. 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. HIP RAFTER SIMPSON LSTA 24 © 16 O.C. 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 RAFTER TO STUD/TOP PLATES HTS 28 @ 16 O.C. RAFTER/TOP PLATE CONNECTORS: 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 RAFTER TO HEADER HTS 28 © 16 O.C. 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. LSAT 18 - 2.5 FT 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: LSAT 30 - 3 FT RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE REQUIREMENTS GIVEN IN HEADER TO JACK STUD 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. MSTI 48 - 10 FT DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER 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. MST] 72 - 16 FT 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 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 @ 16 O.C. 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE CONTRACTOR SHALL FASTENERS TO EACH POST. 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.G. MIN. U.O.N. FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. STUD TO SILL SIMPSON LSTA 36 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. WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR )ETAIL. ROOF SHEATHING: 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER QUANTITY, THAT ITEMS IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 81D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL EDGES AND 12" ATINTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS SHALL BE SPACED IN THE SAME MANNER: 6" NAILING SCHEDULE: (FROM WFCM) 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 AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC. HEREIN. PER HOUR WIND SPEEDS ON TABLE 3.8 OF THE W.F.C.M. 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 JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING 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" RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER 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. CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST 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. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP 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: CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP 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 FOOT INTERVALS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR FLOOR DIAPHRAGM BRACING: COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE 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 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.. BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND PRIOR TO COMMENCING THEIR WORK. PERMIT SET 04.28.23 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND EQUIPMENT, AND WOOD STUDS: RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END 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. TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR TOP PLATES: HAY HARBOR CLUB RECOMMENDATIONS. DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. THE DOUBLE PLATES SHALL TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE FOX AVENUE 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. FISHERS ISLAND,NY 06390 AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY RESULTING TRASH. 3-16d PER 2 X 4 STUD 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY TOP OR BOTTOM PLATE TO STUD (END-NAILED) 5-16d PER 2 X 6 STUD DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. 6-16d PER 2 X 8 STUD 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD GUARANTIES AND BLOCKING (FACE-NAILED) 3-16d (1,2) PER FOOT WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. COORDINATE WITH OWNER. LEGEND JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING ALL PRODUCT GUARANTEES AND WARRANTIES TO THE CLIENT. PROPERTY LINE 1 PARTITION TYPE BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END R - - 19. CONTRACTOR TO PROVIDE A TELEPHONE AND PRINTER ON SITE FROM THE FIRST DAY OF CONSTRUCTION UNTIL COMPLETION, A JOB BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END FOREMAN OR PERSON IN CHARGE MUST BE ASSIGNED AND THE APPROPRIATE CONTACT INFORMATION GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC, - - CENTER LINE BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING OR 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 LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DELIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, DETAIL REFERENCE NEW YORK,NEW YORK 10022 FAX:(775)582-1736 WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, HVAC DUCTWORK ECT. A401 JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST 1 02 EXTERIOR DOOR TAG BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST �fPD ARC, 01 U 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 RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT 102 WINDOW TAG 23. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST NOTES: , EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS - FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING 2 �; TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. ELEVATION TAG l 0294� y0� M F OF NE`tS X 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK BEING DONE. OZ INTERIOR DOOR TAG N N 25. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 01/A-201 EXTERIOR ELEVATION GENERAL NOTES H w REVISION CLOUD a 01 002d 04SHEET 02 INTERIOR ELEVATIONS PROJECT: 357 03 a DO SPA _ SAO - r r - - E4 • �� \ 0 - EX O EX. POOL - I " \ Om NS N co HOUIS SE \ O\ EX PORCH r ct REMAIN � 1 _ - N /_ s XH _ TO p \ � I - HO SE \ \ AREA OF WORK ❑ (DASHED) i EX. - BBUIRDING TO EMAIN PERMIT SET 04.28.23 - � ROCK � _ r HAY HARBOR CLUB / FOX AVENUE _. FISHERS ISLAND, Y 06390 Lli ' - �Q j \ / KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 QED AR hz tii C2 n� NES yO SITE PLAN N _ W - v� U01 SIO - _ �'24 3p„ 1 - A-020 , - - - - --- """. 318.25 - N o - O SITE PLAN PROJECT. 357 � � DEMOLITION LEGEND U a H NOT IN CONTRACT u v _ _ — EXISTING WALLS TO BE DEMOLISHED Q DEMOLITION NOTES 1. PATCH AND REPAIR ANY DAMAGED EXISTING CONDITIONS TO REMAIN. 2. PROVIDE TEMPORARY SUPPORTS AS NECESSARY DURING THE DEMOLITION PROCESS. 77 3. PROVIDE SIGNAGE & SECURE SHUT ALL DOORS LEADING OUT TO DEMOLISHED DECK, FOLLOWING ITS DEMOLITION. L7 N © I 'j -Q T-1 (1 1 0 --v P[- LAJ 01 C20 F- Exx o I �J P :� E : ❑ - - IIS 1 Ili 1 I'I i ❑ ❑ ❑ ❑ ❑ I 7F PERMIT SET 04.28.23 i / / HAY HARBOR CLUB FOX AVENUE / FISHERS ISLAND,NY 06390 I / f) II II �,00 PPP ❑ ❑ ❑ �o o N 20'-0" 10--42" KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \ NEW YORK,NEW YORK 10022 FAX:(775)582-1736 �'e° AR chi 029�$�y0� M F OF NE`N X N N w DEMOLITION PLAN - N W PROPOSED PORCH TO MATCH EXACT FIRST FLOOR x FOOTPRINT OF DEMOLISHED A-031 o N O 1 DEMOLITION PLAN - FIRST FLOOR PROJECT: 357 DEMOLITION LEGEND U 12,H NOT IN CONTRACT U W W E v F_ — — — __1EXISTING WALLS TO BE DEMOLISHED P4 DEMOLITION NOTES 04 1. PATCH AND REPAIR ANY DAMAGED EXISTING CONDITIONS W TO REMAIN. H 2. PROVIDE TEMPORARY SUPPORTS AS NECESSARY DURING -; r , --, - - - -- -r - - -7,- j - - - - - - - -- HE DEMOLITION PROCESS. ,., - r T ` r I, z I =; , ; _ _ , J 3 E SHUT ALL ORS "t , ;- : _, "-I - .: _. r I i 1 : , : r , : I - ` .I-. 1- -J J I r_'...� 1,1., : _ -., r OUT TO DEMOLISHED DECK, FOLLOWING ITS DEMOLITION. 2 , . " - `1 „N ! - - / - 1 -_- 1 1 -'Ijl `r �- I-' ., -. 1., 1 I � 1 ' t- r /' , cy 7\ 1 - - iI , N F i , - I - , 1 I-. I _ .'t- '1 I' - �ii j ,- : : 1 _- , 1 1 1 1 I -, � ;-. _ ,1 -I - - ll ! t _ - 1 - - t _. _ I- I r , . . - - { r I -1 1 . , 1.. f- -.- '., r , I.- f . . r- , , , T, 1 j i r1 , i , 1 I { 1 r' � r - : . - i1 _ , , -.-.: _ „ , I i I t - - `t 1 I -� 1 1 I ! I II , a 1-1 1 . - - I. _ I ,- 1 , , ,_. , : . ._ 1 -: I ; .- ,- :+moi^--�-.�^ + 1 _ ! 1" , „ „ f ,- r i -' _ , 1 t ' - 1 I i L I I i I i 7- I 1 i i I i (' 1 I (' 1 I 1 , I ; I - 1 - f - t t , r , , ; - r , , j I , 1 ,,' I i : , 1 !._ : r . ,' r. , , 1 1 r - ! ,- -, - , - ,' - - ,, ,'-,' _ I I I : - I t __: 1 : - rI, _ I_, �, 1 -1 _ _ - " r _ 1 1 i I 1 j I I , 1 I ' ., —. r -. 'I - - _, I ., FI T „ , / i t , L ; i I [ � I �� L- � '� : , � — �, � . , j r1 i . i, 1 - - -' r _ 1 - ,.,. ,. --r- ;. I'- ; 1_ :.r „ „ r-.- _ : .,-� ! I, ,1 ,:1 ! : -, � 1 � i : i I � , . I I 1 2 1 \,' 1 i , , i I 1 1. I - j 1 I 1 - � 1 1 d i _ : _ I 1 i �' 1 j I I t } ,.- . _ - _ , 11 , . , — r _ „- , ; , . 1 } 1 I t. , — 4 1 ; . 1 I t - 1 I i . I � � ;d �! ` , - � I : L.. , ; •- 11 ."i :.� , � _ - 'l -t Ali f la _ I- I, t 1 J r_, �.-, 1 1 -� , - _ _1 r. -11- - - ! .I - __ - .-{-.-a t_ - _, _._ .. i a-c w __ I '- if II I„ I -- I 1 t- ,- _ 1 .-1 , -r .. ., r f- _ - - I , i I , � 11 1 , .� ._ � � � � I 111 "' �, f � _ -1 I -I _ t , - 1 - J I I- _ I l t { { _ 3 1 l r 1 r i _ i I 1 I i 1 I r � t I I I 1 I - : ; . r - _ -t -1 1 _ _ _ _ - -I - 1 - , I I , la i 1 I r 1 � r i r �'r -, � '— !-'_1 : .-,- -, ! :�� '_ � •-- ' f i' I -i - .{ -I-� I-- I- �.� ._� ; I-.- 1I .� -I i_. 1 .-. -1 '� , -! : "fes""-. _ ( - r 4 : 1 _ _ 1 t i L 1 -, _ - - ,. -. , I r 1 r ., _ 1_. _ -, } 1. , - 1 1_ 1- 1 1- I-, _ I _ - } - j - ) ; 1 1 I - I - I _ } f , : r1. } t11 . , a , , r , I i _ , I i I f } I 1 , - - - I i i I. I I , a f 1 F , I -1 , i — ! -- -�- -, - - i I ' i r -- - -I - i , _ - _. { I _ ;i i ! _ _ _ - 1-J- -" - - h - _ 4- - 1 �I- l.: i I - - I , 'r i , ,-''-'1 -, 1 ' , .-1 r 1 1 , L I , - - - - - .1 I 1 , .� �� I / I . I C' „ 1- ! t _ _ _ - - - -- - - - - - - r - -- - _ - { ` I -, ; , 1 '_ 1 _ -; 1 . ' � 1 _ , V l- - -I- 1 I 1 I" , , I r ' I , T�f'^, , r -, , r 1 Y - 1 - _ r - , 1- , 1 : 1 1 _ ) { II I , . I. - 1 i - _ __ 1 - - _- - -I- '1 .: ." : - ..1 1 1- I 1 I� i .1 { - - 1- .1 : 1 1 ,--1 : 1 1 - I 1.1 : i i',.. 1 1 1 r : r- _ , 1 : j { 1 1 1- _ _ - , _. I 0 4 t I I I 1 , j , 1 I 1-- , F , , , _ _ _ _ - r _ _ _ I r t- !-. - { _ _ - •i+l , , I L 1 1 ,.I { t I-:..� r 1 , a l l - 1 1 �I I --1 1 ;{ , I , : „ ' I_ �I yy , - „1, - 1 - ,j : , i - - 1- , r . --_� /&-�� _ - - - t. - I __J- 1 i -1 - - - ., I S-i I , F i i .1' - - i- a 1- - t I 1i ,I ' - - - - /i � ' 1 I -I I I - _ I i PERMIT SET 04.28.23 „ , I 1 i _ r11 . I 1 I r 1 t I r, I , r J 1 I i 1 1- li 1 , 1 I I I - I 1 1 ,, . 1 I - _ 1 r - ,. .i -. . _ _ _ - _ - I ' �P ..1 ; i : , -1 1 -1 -1 1 , . , .-: - - { _ ; r I I i - .. - - - , : ,- : , I _II _ _ _ i - - 4 1 1 I J , - - / - r - I - - 1 - 1 f - .1 - - _ _ I _ - . I 1 1 1 i I -I - - , , i , : I i r d I I I 1. 1 1 I I I I i a i I HAY H ' � ARBOR CLUB I 1 u I1 �, I � i I ; - - i I- _ _ ,- _ ' I1 . . , FOX AVENUE 1 - 1 FISHERS L S SIS AND NY 06390 - - - — -Ir- rt L - I I / \ I \ �" . I I I I . . I/ I .I - I I I I I j I, - �- � � I � �, I I I�, �� I- I� / I \ / \ / \ / \ L-/ - - - - - - - - - - - - - - - - - - \ \ EXISTING ROOF TO BE DEMOLISHED \ . . \ \ / KINLIN RUTHERFURD ARCHITECTS, PLLC \ / 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \ NEW YORK,NEW YORK 10022 FAX:(775)582-1736 \ / \ 1-1 ��P&>J ARCy�T �I r 1 y 02Cq) yp� M TF OF NES X N N w DEMOLITION PLAN - N w PROPOSED PORCH TO MATCH EXACT ROOF x FOOTPRINT OF DEMOLISHED V) _"'_� a � -032 0 DEMOLITION PLAN - ROOF N 01 1/8,=1'-0' PROJECT: 357 i I I CONSTRUCTION LEGEND a c/' —� NOT IN CONTRACT u WUW F / x NEW CONSTRUCTION U - Q CONSTRUCTION NOTES 1. REFER TO SHEET A-002 FOR GENERAL NOTES & x SYMBOLS 2. REFER TO DOOR SCHEDULES (A-500 SERIES) FOR SIZING & STYLE - -� — � � � 1 o O 1 1 I I I ❑ - \ �9 8 / I rylI I — — — — — / NI / I I I I OUTDOOR DECK I I 00 G 00 91-101, — 02 1 A-401 / — — — — - — — — — — -� — — '� — \ \ // // PERMIT SET 04.28.23 Lo 0 02 / N A210 UP \ HAY HARBOR CLUB ¢ 20'-0" 10'-44" \ \ FOXAVENUE FISHERS ISLAND,NY 06390 AD8\� / i of O1 A4� 8 70" \ \ 01 0~ oh A 204 S (FQ J A-401 Ol 3 Q / )ly + A-210 70" KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 �ED ARcy�T +Y 029��'1 �O¢� F OF NEIN M <V N w CONSTRUCTION PLAN - N W PROPOSED PORCH TO MATCH EXACT FIRST FLOOR x FOOTPRINT OF DEMOLISHED Q A-101 o N 1 CONSTRUCTION PLAN - FIRST FLOOR 3/16'=1'-0° PROJECT: 357 ' , - , '. I _ - I , _ _ _ _ .. 4 4 _ _ . - - , ., r I k 1 A-1-02 _ I , 1 "i f - J -" - `- I -1 , . _ I --'I 1 1 : ' f I j r" , I i a 1 , 1 � , _ : 1 I V) I _ - i'' - . NOT IN CONTRACT i J - E- " - -- , , I . , , , , I , -1 ! U . . _! �- j 1 - I L1 " j tai_ ; i I I 1 E� NEW CONSTRUCTION x I - -- - , W CTION i' - - ) - �� , U - T, ; _ i_ ,� 04 I - , ' / ' 1 I- - -I : ' , I - _.. , ._ _ .. I 4 - CONSTRUCTION , , I , - . I -, I -' . . - R - . , , , I , 1 , , , i {- i N NOTES w - -; 1. TO SHEET A 002 FOR GENERAL NOTES & . ,f 1- i-' T ' -- ) x SYM H _ t ' , 1 : I I . - , " 1 ._ I, , _ 7 .1 F 2. REFER O DOOR SCHEDULES (A 500 SERIES) FOR SIZING I — � _ - & STYLE , I , 1- _ �- , i ; -, -, : - _ ' i ; - i - " - 1 . -11 - - - _ ,,, I ! .. J - �,- _ _, t ' _ _ _ - _ _ -1 , - - - . i - - � _ _ - , x4 ,- - - I - N - - 1 1 . , -. -_.: .:. �_ t --— _._r- -:- , -r - ----- -----I r : i 1 -I _ 'I _ , - - j ; -I a ; 17, , l , - t - , I I I . . - , - I_, i . / � I I� � I 1 - , i I I E I j _ eI jI I . , , ! - --- I _ I _ - - _ -, _ ._ ,. - , _: I j _ _ , I - I , -- _ : -- - - ,. - - - . _."- : ... - - r- _ _ - - -- - ! : : - '; - ' - -. , I - - ' I , I , I I I ,.. -i I J ' 1 1 I , I _ - _ .. - , - .. _ I- 1 r' _ ,-- -I I ' ' I I - 1 _ i r -1 . - ! ' I , -- - '- - I- I - ! i . - i_._ 1- , . I _ _ - - : - I r- - I 1. ( ! j { ' __ r , , -' - - , { I '- - _ - I �" , r I y -I . I I . I I -- _ - - - - 1 _ _ , ' . . - - I I i ; , , ._ - :.---I -I_-; RCP LEGEND U \ a \ I NOT IN CONTRACT xI 1z 11 1 F NEW CONSTRUCTION U Q A RCP NOTES w a I X i 0 0 IT' El OL---------------- --------------------- --------- ----------------------------- iI -- -- --------- - --------------------- - OUTDOOR-DECK---------- - - --- ------- ------ -- -- ----- --- - --- ----- - - -- -- ------ -- - ---------- iI _----------- -- - -- ----- -- -- -- - -------- ------ ----------- ------------------ - ------------ ------- ---- B;D=�=GROOVE ------------ ---- - ., - -- -- - - ----- --------------------- --------- --- -- - -- -- LOPED �8-6-_TO_1 D_-9. II \ -- ---------- --- --------------- --------------- B .0: W D BEAM. SLOPED,TO MAYOR CLG O �\ \ \ oma` IF------------ )I \\\� ,\ \ \`; PERMIT SET 04.28.23 III-------- X11 IIr- ----------- 111----- --- \\ , : HAY HARBOR\ � OR CLUB fOXAVENUE FISHERS ISLAND,NY 06390 KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEWYORK,NEW YORK 10022 FAX:(775)582-1736 D ARC 'y 029��1 y0�� M OF NEIN (V " REFLECTED CEILING w F PROPOSED PORCH TO MATCH EXACT PLAN - FIRST FLOOR w FOOTPRINT OF DEMOLISHED x a A-111 o N O 1 REFLECTED CEILING PLAN - FIRST FLOOR PROJECT: 357 3/16"=1'-0" FINISH LEGEND U � NOT IN CONTRACT w i NEW CONSTRUCTION U C� Q CaT WOOD FLOORING � II l iij ._l w w II �I FINISH NOTES x —IT— ILL I - --- ---- - - - ---- - - ------- - --- - ---- - -- --- -- ------ ----------- -- -- - - - --- - - -- - - 1 --- --------- -— —------- ----- -- --- -F1=--—OUTDOOR DECK - — ------- - -------- -- --- ------- --- ----- --- - ------------- ----- -- -- -------- / - - - ---- ----- ---- ----- ----- ----- --- ----------- -------------- ---------------------- -------------- -------------- PERMIT SET 04.28.23 UP HAY HARBOR CLUB FOXAVENUE FISHERS ISLAND,NY 06390 \ \.` UP KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D ARchi 029��'� OF NO M N " FINISH PLAN - FIRST w N H PROPOSED PORCH TO MATCH EXACT FLOOR W FOOTPRINT OF DEMOLISHED x a A-1 21. o N 01 FINISH PLAN - FIRST FLOOR PROJECT: 357 3/16"=1'-0" U a a E- WU(.�,� E- U W THIRD FLOOR /U F- a 0 N AREA OF WORK ELEV. 10'-7�" (DASHED) / \ AREA OF WORK (DASHED) 4 -- -- -- --- ------- - f. i SECOND FLOOR � -mm HIE I �\ I I i [flitim i I ' UffillmlM I i I I I 4 II ELEV. 10' 7�" Fm II - MAIN LEVEL - LI �. ! ! ®R lwm� INTI ❑ }� ELEV. 0'-0" 03 EXISTING ELEVATION - SOUTH OZ EXISTING ELEVATION - NORTH PERMIT SET 04.28.23 HAY HARBOR CLUB FOX AVENUE FISHERS ISLAND,NY 06390 Le=i THIRL AREA OF WORK ELEV. � (DASHED) X17 KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 - - - - ----- -- - ----- - - - - - - --- - - ------ -- --- -- - -- -- -- - -- ---- --- -- - ------ - SECONDIFLOOR NEWYORK,NEW YORK 10022 F ( ) 82-1736 -- -=- - - ELEV. 10-71" � 0 AR --- - ------ ---- I _ J MAIN LEVEL t V. - -- ` _h >_ - - - - — - - ---- ---- -- - --- - - - — - m HEM rm"IMidlult ! I � - -- -- --- --- - �` T.O. DECK ,� ���F• 02 4� OF NES " EXTERIOR ELEVATIONS - w N EXISTING & DEMO W W x VO a A-20j. 0 0 1 EXISTING ELEVATION - WEST PROJECT: 357 U a a A, H U W Cie H U W W 0 N THIRD FLOOR /to, ELEV. 10'-7�" 12 \ xp ' SECOND IFR � ,'-e• \ F _ i �-'�1:.' I 1.��. � ELEV. 10'-7�., All � kl 4-6-GUARDRAIL \ lr ¢t I} L..' A Z e'-o H. 'la;i, ri: :: MAX a o. 'y, I r - MAIN LEVEL ---- - - --- IIII ---— - -- - ----- -- -- --_-- -- - -- -------- -- -- ------- - - ------- - - _ _ - - -- - - - - Ld - - - _ _ _ -- -- - -- - -- ---- ' I �"�kll7ryTt7lII�� I e te•-,� I I� ', , I ! I I � � !I I I I I IIII I I I� ELEV. 0'-0,. (cRAOE vASEs) --- 'I 03 =1'-0"PROPOSED ELEVATION - SOUTH 02 PROPOSED ELEVATION - NORTH 1/8" 1/8"=1'-0" PERMIT SET 04.28.23 HAY HARBOR CLUB FOX AVENUE FISHERS ISLAND,NY 06390 �Ilayu ------ - -- ------ - -- -- - -- ---- - -- THIRD FLOOR ELEV. 10'-7j" .. I j KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 - -- -- - -- -- - - - - -- ��,�,-,- -�'-'�--4� ? --�..-.'_'=�-,. ri.-,,,�- �- � a,' ,�,, ;,I-�•--','r=- �-'�- .�...�-- �*',rr, ��-�- ,rT::'-, i - — SECOND FLOOR - " 1 =,.i ELEV. 10'-7 ----i — - 6 J ����Q 2" II � - 2 I ,I. r .r fl ',, � qtr k. �,r ,{;` �{', k�l. a � r :•I }.{ t !j: ,k k;. ,At '''�1 .li}' :I i 1 'p};+. }' r „ ,{ �? J t.t I" t QA (., p{I,:;�k)t� , -.,, •�.� ..7i', '�!i�' :'l,' � -k' .��: �fi �,w,� :I 1 k� t., .7 'ul� r' �1 }i :i .,:�� _--- MAIN ',- - - - - - -- I - - --- - -- - - -- - - - ----E- -- 0L-'-VE7-L - -r_ � UIT I - � I1[1� 1 NMI" --- . 702'y T.O. ccNNNrh) I DE-C 0' 0K ELEV. , OF * E EXTERIOR ELEV V ATIONS - PRDNOE METAL CAB NG AT S-6 MIN.(TW.) ucuTrERrouAra EwsnN (rrP.)� PROPOSED OVERALL [FWD-i PRDNDE SCREENS(TTP.) W Q 202 o O 1 PROPOSED ELEVATION - WEST PROJECT: 357 U U THIRD FLOOR ELEV. 10 -71" 2 PERMIT SET 04.28.23 ZL HAY HARBOR CLUB FOXAVENUE Jj-' L-Lj FLOOR FISHERS ISLAND,NY 06390 4- lllr SECOND T _7 rl ELEV. 10 -71" 'T-t I I f r 2 u u u u u u u u d u u u u u u u u u u u u u u u u u u u u u u V-6" — — I'J' ''f 1 11 it J' TI: HI 4" MAX LL- + 44 Hk J LH MAIN LEVEL ELEV. 0'-7' 177 Tl L KINLIN RUTHERFORD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D A/? 0294 OF NEIN cV EXTERIOR ELEVATIONS - NORTH A-203 01 PROPOSED ELEVATION - NORTH PROJECT: 357 U u U PERMIT SET 04.28.23 Effi- HAY HARBOR CLUB FOX AVENUE L i i -A 7-1 1 i—j i L 1 j FISHERS ISLAND,NY 06390 T f L L i L T1 T L I LLI, til L,L j A"L-j L T L U —F—iT U U U U U U U U U 0 u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u 1. t 11 fd: h ti it jI Li�-- f4l 1 -'q I. PI'T T, t i �T� 14 L-1 FT� i ,T� I :, - , 1. oTis tt tJ i4i' I ' �`i I H J4 t E" r is t' 81 14� �17 1;4 4 —0- F9i. 0 HT-1III r7' Li 31-6' ❑ ❑ ❑ ; I I j I I II II II I II'I II i KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 PROVIDE METAL CABLING AT 3'-6" MIN. (TYP.) ARC, TRIM & CUTTER TO MATCH EXISTING (TYP.) <(,% ADJACENT PROVIDE SCREENS (TYP.) 02948 COQ. OF NV4 EXTERIOR ELEVATIONS - WEST A-204 01 PROPOSED ELEVATION - WEST PROJECT: 357 FI[ U u U tx PERMIT SET 04.28.23 12 2 HAY HARBOR CLUB FOX AVENUE FISHERS ISLAND,NY 06390 ij T F, -1 T [Fr u u u u u u u t' ��tt a(�o� �_ \ji 4 i A tF -6 60AR RAIL�,' D 14 1T: IF1 4o U 8._0„ rG. 41 Ak U--L If It 11 N ±6' ❑ (GRADE VARIES) KINLIN RUTHERFURD ARCHITECTS, PLL C 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D AR C� JGE • ki��iT�n ac 029 OF N EXTERIOR ELEVATIONS Ln W SOUTH un oc-D 0 1 PROPOSED ELEVATION - SOUTH PROJECT: 357 A-205 1/4"=V-0" - U a W a cn E- WU F U Q W x H x x a 0 N / / I { . } 2x12 AT 2x12 AT 16" O.C. SLOPED 16" O.C. SLOPEDROOF ASSEMBLY SLOPE 2:12 C ROOF ASSEMBLY SLOPE 2:12 ih (2) 2x12 BEAM h I I (2) 2x12 BEAM I I PERMIT SET 04.28.23 I I DECORATIVE WD BEAM I DECORATIVE WD BEAM BEYOND BEYOND I { 6x6 PT POST, WD FINISH I I 6x6 PT POST, WD FINISH i I H/-►i H/iRpoK^ CLUB { I I I FOXAVENUE EXISTING CLUB HOUSE I EXISTING CLUB HOUSE - 1 FISHERS ISLAND,NY 06390 I , I LINE OF SCREEN LINE OF SCREEN I OUTDOOR DECK { ( : I 101 { x o o I { 0 o I I { o� °I° co I 1 io I { -" I. I z I { z I I 2x10 AT 16" O.C. DECKI I 2x10 AT 16" O.C• DECK JOISTS JOISTS NI L_- _ - -- ----_-__. ._- __ _ I - _ ______.___._ - -__ _-_ - _-_-. __ W SLOPE 1:18 EX. CARRYING BEAM { 2x8 AT 16" O.C. SLOPED � pJ h i - REVIEW CONDITION OF EXISTING PIERS, BASEMENT COVER > FOLLOWING DEMOLITION OF EX. DECK. IF I 1- NECESSARY PROVIDE NEW CONCRETE PIERS. F t - I',r w (2)2x12 JOISTS EX. UNDEVELOPED GRADE "� 0 EX. 4" DIAMETER COLUMN CE KINLIN RUTHERFURD ARCHITECTS, PLLC NEW CONCRETE PIER BEYOND— I I NEW CONCRETE FOUNDATION AT LOCATION OF PREVIOUS I { AT LOCATION OF PREVIOUS -_ EX. BASEMENT STORAGE 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 COLUMN FOR (2)2x12 JOISTS NEW YORK,NEW YORK 10022 FAX:(775)582-1736 I I I 1 F L_7 F- -j (_ EX. CONCRETE FLOOR yaD ARC y/ I I I I s. 'y 029A 1 ypQ� OF NG`N M N N w SECTIONS N W W x —� owbo 0 02 SECTION AT PORCH 01 SECTION AT PORCH PROJECT: 357 1/2"=1'-0" 1/2"=1'-0" U a a a H WUW E� x U Q w� a H 0 N Q PERMIT SET 04.28.23 HAY HARBOR CLUB FOX AVENUE FISHERS ISLAND,NY 06390 STEEL CABLES 6j" AT BASE & CROWN 82" AT BASE & CROWN 58" 7t' ' 4" MAX GAP BETWEEN CABLES z z KINLIN RUTHERFURD ARCHITECTS, PLLC 171 LINE OF TIERING BASE & LINE OF TIERING BASE & Z O CROWN BEYOND O CROWN BEYOND 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 C� U U NEW YORK,NEW YORK 10022 FAX:(775)582-1736 Z '� t° w N 4dWOOD FINISH, AS SPECIFIED " WOOD FINISH, AS SPECIFIED X w - w Q � v j w U) r- V) r pED AAO . T- 4" MAX GAP m DOUBLE ANGLED PT POST m 6x6 PT POST C�� �G 0 y NQ BETWEEN POSTS Q -IN00 00 SIN I- i 029��1 yO� �OF NE`s M N 2 N CONSTRUCTION 4" T BASE & C owN DETAILS W a A-401 o 03 TYP. RAILING DETAIL OZ DOUBLE ANGLED POST DETAIL 01 TYP. POST DETAIL PROJECT: 357 EXTERIOR DOOR SCHEDULE aaa 1ST FLOOR DOOR# ROOM NAME DOOR TYPE MANU. PRODUCT# WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN HARDWARE EXTERIOR CLADDING REMARKS 101 OUTDOOR DECK A CUSTOM - 5'-6" T-6" (V.I.F.) - MATCH EXISTING N Y MATCH EXISTING WD SCREEN SIDE LITES TO MATCH HEIGHT x U Q NOTES: 1. GC TO VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION PLAN x a x 0 N PERMIT SET 04.28.23 REFER TO EXT. DOOR SCHEDULE HAY HARBOR CLUB FOXAVENUE FISHERS ISLAND,NY 06390 I ` i ' I I Ld — —I r — 1 rr - I I I t ) l I I I F— X LSI I a 1F— I a- -T w � r- ! �1 1 KINLIN RUTHERFURD ARCHITECTS, PLLC � 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 i r NEW YORK,NEW YORK 10022 FAX:(775)582-1736 t -t if1— I— I j - -,xED ARCM q Zo. 029Q�'� M F OF NSt1 N N w EXTERIOR DOOR N wSCREEN DOUBLE SWING DOOR SCHEDULE - STILE & RAIL MATCH EX. ADJACENT a A -501. 0 1 EXTERIOR DOOR TYPES PROJECT: 357 N.T.S. ELECTRICAL LEGEND v v i NOT IN CONTRACT X w i v r —� NEW CONSTRUCTION Q Io WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE WATERPROOF RECESSED LIGHT FIXTURE HORIZ. SURFACE MOUNTED LIGHT FIXTURE I x I VERT. SURFACE MOUNTED LIGHT FIXTURE c m� UNDER CABINET STRIP LIGHT c INTERCOM $ SWITCH $D DIMMER SWITCH IT $3 3-WAY SWITCH X�� �,� $3D 3-WAY DIMMER SWITCH J FIXTURE ON A JAMB SWITCH DUPLEX RECEPTACLE �w.P. WATERPROOF DUPLEX RECEPTACLE 4!) SWITCHED DUPLEX RECEPTACLE - _ OUTLET, ONE SIDE ONLY �c.F.l. GROUNDED FAULT RECEPTACLE OUTLET QUADRUPLEX RECEPTACLE - [ FLOOR RECEPTACLE - - - D D D D ry/ ------- - - ---- _ ----------- - - - b TELEPHONE/DATA TELEVISION I I _ -:-___:___,--—_ --- ---- --- ----- -- ----- --- - --- - ------ ---- -- ® EXHAUST FAN --------- -------------- -- THERMOSTAT SMOKE/CARBON MONOXIDE DETECTOR _-__--.-._-_ -_-_ ---_- -_._-_---____.- _ _ -- ------ - --- -- ------------ ------ - ----------- ---- - DOORBELL I I - -------- ------- - --------- ------- — --------- --- ----------- ---- -- - - -- --------- Ms MOTORIZED WIN DOW SHADE I I � ELECTRICAL NOTES ----------------------- --- -- ----OUTDOOR-DECK II -_-__ --- - -- -- --- ---- --- - - - -- - - --- ------ --- 1. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED AS GFI ` 2. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED If------- ----ll PERMIT SET 04.28.23 11r------------1� \�\� \ CONTRACTOR \, , ' ---- �� 3. GC TO FURNISH AND INSTALL ALL LIGHT FIXTURES AS PER IIS-- ---------- � ARCHITECTS SPECIFICATIONS UP 4. ALL EXTERIOR LIGHTING AND POWER TO BE WEATHERPROOF HAY HARBOR CLUB FOX AVENUE FISHERS ISLAND,NY 06390 UP KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D ARC- (u�, QJ E p ki,��T��J► 02946O� TF OF N``l M N N w ELECTRICAL PLAN - N w PROPOSED PORCH TO MATCH EXACT FIRST FLOOR x FOOTPRINT OF DEMOLISHED a ¢ E-1.0 .. o N O 1 ELECTRICAL PLAN - FIRST FLOOR PROJECT: 357 GENERAL STRUCTURAL NOTES - 3 - 1 � WOOD BUILDING DESIGN LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT REFERENCE IS MADE TO DRAWINGS AND LIVE LOADS STRESSES: INFORMATION UPON WHICH GNCB CONSULTIN PORCH FOR AREA SERVED: 100 PSF '� -�-.� _, T f w, ENGINEERS,P.C.WORK IS BASED: BENDING, REPETITIVE USE Fb = 1, 035 psi SNOW LOADS BENDING,SINGLE USE Fb = 900 DRAWINGS PREPARED BY: GROUND SNOW LOAD, Pg=20 PSF TENSION PARALLEL TO GRAIN Ft = 575 F. _ f ~ - - _ F` KINLIN RUTHERFURD ARCHITECTS, PLLC COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 I 59 EAST 54th STREET,SUITE 92 FLAT/SLOPED ROOF SNOW LOAD, PUPS=20 PSF SHEAR PARALLEL TO GRAIN Fv = 180 W NEW YORK, NY 10022 WIND LOADS COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 MODULUS OF ELASTICITY E= 1,600,000 PROJECT LOCATION: ti HAY HARBOR CLUB _F" WIND EXPOSURE CATEGORY: D 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED,FASTENERS SHALL BE FISHERS ISLAND, NY ULTIMATE WIND SPEED VELOCITY= 130 MPH PER MANUFACTURER'S RECOMMENDATIONS. RISK CATEGORY II ° 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE GENERAL AT EDGES,4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN OTHERWISE. ; 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS.' 1. ALL WORK SHALL CONFORM TO THE 2020 BUILDING CODE OF NEW YORK STATE 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES �- BASED UPON THE 2018 INTERNATIONAL BUILDING CODE AND UNLESS OTHERWISE NOTED: " IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS PWT TREATED LAMINATED VENEER LUMBER(LVL) AND EXISTING CONDITIONS. MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF BENDING,SINGLE USE Fb = 2,800 ALL OPENINGS,SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS j NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 6. BUILT-UP LVL's TO BE CONSTRUCTED PER GNCB MULTIPLE MEMBER CONNECTION _ 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING TYPICAL DETAIL AND MANUFACTURER'S SPECIFICATIONS. AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE ) FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. 8. ANY EXPOSED PORCH FRAMING TO BE PRESSURE TREATED OR PRESERVATIVE TREATED WCOD. I I ' 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, WIND AND OTHER LATERAL FORCES. OR OTHER FINISH APPROVED BY ENGINEER. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FOUNDATIONS 1. THE RECONSTRUCTED WOOD FRAMED PORCH DECKS ARE TO BE SUPPORTED ON NEW CONCRETE FOUNDATIONS. 2. ALL EXTERIOR STRIP AND SPREAD FOOTINGS SHALL BEAR ON NATURAL NAILING SCHEDULE UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM CONNECTION NAILING ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. JOIST TO SILL OR GIRDER,TOE NAIL 3-8d 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0"BELOW BRIDGING TO JOIST,TOE NAIL EACH END 2-8d EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc 1 3D VIEW CONDITIONS ENCOUNTERED. TOP PLATE TO STUD, END NAIL 2-16d 5. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. STUD TO SOLE PLATE,TOE NAIL 4-8d 6. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. 7. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. DOUBLED STUDS, FACE NAIL 16d AT 24"oc DOUBLED TOP PLATES,FACE NAIL 16d AT 16"oc TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d REINFORCED CONCRETE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES ALONG EACH EDGE CEILING JOISTS TO PLATE,TOE NAIL 3-8d SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d �a . NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d AS FOLLOWS: CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d WALLS AND FOUNDATIONS 3,000 PSI RAFTER TO PLATE,TOE NAIL 3-8d 3 �Z3 BUILT-UP CORNER STUDS 16d AT 24"oc -•. 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP GRADE 60. CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW AND BOTTOM AND STAGGERED `,'' PRIOR TO PLACEMENT IN FORM WORK. 2-20d AT ENDS AND AT PLACE ANCHOR BOLT 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. PLYWOOD: UNLESS OTHERWISE EACH SPLICE 518"DIA.ANCHOR AT CENTERLINE OF PLATE NOTED BOLT WITH 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. 3"x3"x.229" ON THE PLACING DRAWINGS,SHOW THE NUMBER AND LOCATION OF ALL BAR PLYWOOD FLOOR PLATE WASHERS i SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN SHEATHING U.N.O. i POSITIONS INDICATED. 314"TONGUE AND GROOVE 8d 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL BE: ROOF SHEATHING 5!8" RING SHANK NAILS 8d WALL SHEATHING- 112" 10d � i 5QP CONCRETE POURED AGAINST EARTH 3" HAY HARBOR CLUB CONCRETE POURED IN FORMS,BUT NOTES: A FISHERS ISLAND,NY EXPOSED TO EARTH OR WEATHER: SCHEDULE BASED UPON COMMON WIRE NAILS. a. BARS#5 AND SMALLER 1-1/2" LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. TYPICAL ANCHOR BOLT DETAIL lo" 1pz` b. BARS LARGER THAN#5 2" SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. NOTES: 7. EPDXY ADHESIVE TO BE HILT[HIT OR EQUAL,UNLESS NOTED OTHERWISE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED 1. PROVIDE MINIMUM 12"EMBEDMENT. POST OFFICE BOX 802 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. 2. / OLO SAYBROOK ENGINEER'S REVIEW IN ADVANCE OF SCHEDULED DELIVERY AND PLACEMENT 3. SINGILIE SPLICE PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 11116". CONNECTICUT OG475 COMMON WIRE NAIL DIAMETERS LATE TIED WITH SIMPSON ST6224 STRAP. MINIMUM OF 2 BOLTS PER PHONE: 860 388 1224 OF CONCRETE. 4. ANCHOR BOLT TO BE PLACED WITHIN MIDDLE THIRD OF PLATE. PLATE Consulting Engineers, P.C. GNCBENGINEERS.COM 9. CONTRACTOR TO SUBMIT BATCH TICKETS TO THE ENGINEER ONCE 6d 0.113" CONCRETE HAS BEEN DELIVERED. THE CONTRACTOR SHALL ALSO PROVIDE WRITTEN 8d 0.131" DOCUMENTATION OF THE NAME OF THE INDIVIDUAL OR ENTITY THAT SUPPLIED THE CONCRETE AND THE NAME OF THE INDIVIDUAL OR ENTITY THAT INSTALLED THE 10d 0.148" CONCRETE. 12d 0.148" 16d 0.162" FOUNDATION -ANCHOR BOLTS OF NF 20d 0.192" �E A C�QSCUT� O _ m 16 DIA. 16 DIA. F 3685 IF ANY NEW CONCRETE WELDED WIRE SAW CUT ��SSIONP�-� SLAB IS REQUIRED: FABRIC CONTROL JOINT AS V - REINFORCEMENT SOON AS ° - a ` ° 8 o KINLIN RUTHERFURD ARCHITECTS, PLLC EXTERIOR EXPOSURE 1 1/2"CLEAR ON CONCRETE WILL I% 4,500 psi CONCRETE BRICK OR BLOCK NOT RAVEL(24 HRS • 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 SUPPORTS MAX) NEW YORK,NEW Yp1zK 10022 FAX:(775)582-1736 INTERIOR WORK 2x D +2x 'T 3500 psi CONCRETE ,� , $ HOOK ALL HORIZ. p M REINFORCEMENT MIN U.N.O. p •_X, o .. ;x: x- =='Xe AS SHOWN OR rf TOP REINFORCEMENT = a PROVIDE HOOKED Ld TYP IF PRESENT tip s -, cJ ?" AN 1, SPLICE BARS(TYP) _ X 8"GRAVEL WALL INTERSECTIONS WALL CORNERS VAPOR RETARDER Q 10 mil MIN. y JUNE 13, 2023 HORIz. PERMIT SET BOTTOM 3:LL f REINFORCMENT -III-III--III-I I I IIIIIIII I REINFORCEMENT SLAB ON GRADE BEARING SURFACE: � WITHIN THE BUILDING AREA JI ` I I I � �= CONT.THROUGH JOINT 4 4 REMOVE ALL TOPSOIL, MAN-PLACED FILL, _ SUBSOIL AND ANY OTHER UNSUITABLE =I I (-I I-I I-I I-III- I II I I I/3 -T/3 a - g MATERIAL TO EXPOSE NATURALLY DEPOSITED ' GENERAL NOTES & UNSUITABLE SAND/GRAVEL, MATER AL WITH COMPACTED I IIII-III III-IIIIIIIII-III- � X TYPICAL DETAILS LS STRUCTURAL FILL C7 .T, SEE ARCHITECTURAL DRAWINGS 2"T'MIN FOR ANY INSULATION REQUIREMENTS CONSTRUCTION JOINT TYPICAL CONCRETE WALL REINFORCINGNVAII%tol 1 TYPICAL STEPPED FOOTING DETAIL TYPICAL SLAB ON GRADE DETAIL DETAILS PROJ ECT:P: 23024 ENTRANCE TO GRA,IYL SPACE i EXIST!NG TO I i I WALLS ABOVE FOUNDATION SHOWN FOR �- I V:`ALLS e'vT REFERENCE TO PORCH ERS -- --- - - - -- -- B�OWN \ Nl OF POST TO SUPPORT ROOF HIP BEAM ABOVE POST TO SUPPORT GNGE X wNs RVcjxotA FOUNDATION SUPPORT TO BE DETERMINED PORCH FLOOR BEAM TOP OF CONCRETE REFERENCE Of VERIFY EXISTING CONDITIONS AND PORCH ROOF SCO? HR1vC BEAM ABOVE CRAWL \ FOUP.DATIONI WALL DATUM PORCDETERMINE EXG I SPACE 79" = 6'-7" FIN FLOOR ABOVE _ � CONDITIONS AT APOVF COt!CRETF ELEVATION 0'-0" ~� CfPA\A1 \ SLF.5, V.1 F. �\ FOUNDATION LEVEL \ -- -- – � ;;PACE \ \ SOIL SUFFA,CE \ FOUNDATION/POST SUPPORT EXG WALLS/SUPPORT AREAS OF SLOPING LEDGE ti FOR BEAM ABOVE AT CRAWL SPACE AREA IN CRAWL SPACE AREA ao TO BE DETERMINED TO BE DETERMINED TO, \ V.I.F. VERIFY IN FIELD AT w TIME OF CONSTRUCTION EA _%`N T \OFT�c co Z co NO SLOPING - CRAWL DRAINAGE UNDER FLOOR SPACE / // / "PILASTER"ABOVE \ \ AT CRAWL SPACE AREA SMATCHES PAC NG+COLUMN \ co EDGE OF OPTION: / /j /I // /// 1x Pipe3-1/2STD °' PORCH FLOOR 2'-'6" CONTINUOUS CONN,FTG l � II Il I f/7 4 SOL 1 � \ ABOVE AT PIERS, REINF WITH /// % II 2�1 0, O \ �" O.D. DIA".nETEf'. CONCRETE HAY HARBOR CLUB CONFIRM V-4' WOOD PORCH 2-#5 BARS BOTTOM / // // II /// //S�'' OAS S' F O COLU —14 LAP ON GRADE s \� WITH ARCHT POSTS ABOVE – — — — — — / /� // // ///// / ��1r0'Oi/j,G,�¢ 1s Ty�N FLOO' ® FISHERS ISLAND,NY O / // ///// " FiQF O 00 ,,GX // (3 \ BRICK FOUNDATION ©_ t° ❑' D �/�// // II /// /1 /// / // // OOy ✓OCA// / q��x1 \ CH,":^.^JEY 00 o POST OFFICE BOX 802 —/ OLD SAYBROOK PORCH POST TO CONC 16"SQUARE 'I _ - _ � ���, _ ,'' �� C/'I'q � // I/ // // // // ��<O \ Pipe3-1/2STD �` \% O" o < // // ly J CONNECTICUT 0647 SUPPORT HIP BEAM FTG CONC PIER `� L, ��< // // // O // // � 5 1/4 SO PSL PHONE: 860 388 1224 ABOVE STAIRS ABOVE EDGE OF // NCS' // // / // // \ POST BELOW PORCH FLOOR // G // / // // ii FLOOR HIP BM CrJnsuliircJ Ergineers. P.C. GNCBENGINEERS.COM 1 PORCH TO GRADE // 2 FT SO x 1 FT �/ ABOVE % // / // // // // CONC FTG \ JOG IBJ EXG S2.2 � // // // // CONC FOUN ATION > // // 0 // REINF W/// // \ 4^JALL // /r3-#5 BARS II OF N 8'-11" 11'-0" 9'-10" 11'-0" " WALL ^ // // // // '(BS RFW 8-4 1/4' ''O ti // // // // EA WAY BOTT \ 1 �� 0 /sl CONTINUOUS \� // // CONCRETE // // // // // O �� A, 4 FOOTING BELOW ���� _� // // // /\ // �� ;o�tv4() 1j2" \ STAIRS ABOVE 49'-1 1/4"+/-V.I.F. SEE SECTION // // e /?-J// /� // L_ o- \ (�`<v�/' ORCH TO GRADE 8,POR REINF o. , \ � // // // N� �1 Q e3685 PORCH RECONSTRUCTION CONCRETE FOOTING �70" v NEW CONCRETE 2'-6"x2'-6"x1'-0" � // // // `*4 �'' v 0 , FOUNDATION PIERS ON REINFORCED WITH // �QSSIONP FTGS 345 BARS EACH WAY BOTTOM // / Cr�O" BOTTOM OF FOOTING 3 FT MIN. BELOW S2.1 // / // /T �ONC �\ ADJACENT GRADE,TYP. 8=7 SEE OPTION ABOVE o" BETWEEN POSTS 2x10 PT TAPERED KINLIN RUTHERFURD ARCHITECTS, PLLC A B � �� // / J x NF Rcy 3 AT UNDER FLOOR \ �C \�/f j 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 Wq 'C �F 3/A" LEVEL Q �// // ^ NEW YORK,NEW YORK 10022 FAX:(775)582-1736 <<S ONC CON ONXi. 8'10" PORCH 00 NO N POSTS 9TjON ABOVE INTERIOR 8• TOP OF WALL STORAGE 9,>18" EL-3'-6" AREA BELOW DO NOT BACKFILL CD DRAINAGE UNDERFLOOR FOUNDATION WALL JUNE 13, 2023 UNTIL FLOOR FRAMING PLATFORM PERMIT SET Y IS INSTALLED f CONCRETE FLOOR SLAB BELOW FOUNDATION FOUNDATION BASEMENT PLAN 3116" = 1'-0" BASEMENT PLAN L 00 t.J n J CU PROJECT:P: 23024 ENTER CRAWL.SPACE BELOW 17-1 SHOWN FOR CRS 1A1 SP/^,Cts. REFERENCE BOLO!^d FNT eF<4ON k z Spq CF FNT I� POST TO SUPPORT POST TO /eF4 p RB,q 1 ,Rg ROOF HIP BEAM SUPPORT `SF,y 1PORCNRFOUNDATION R P TO BE DETERMINED NED RT PORCH FLOOR AND ROOF ,* C ; CK P �E*E: t_C'1 FNT OTNE BY ENS OF AT TIME OF CONSTRUCTION ABOVE GtAGB-E�FWORS RVGTXON' V.I.F. SCOP\A"r` - CRAVJL SPACE pop-'-, T. E E LC'v^J 4�O �T STEP DN Sr/%U; 4~ II II @) 1 �/4> j 1 7K8 PSVT�Vl-II 11 11 11 11 11 II II � � � � � � � � � � � � ��� � � � � � � �� BEL&IJ 1 BEAM SUPPORT TO BE 1 3/4"x 117/8"PWT LVL z II II DETERMINED AT TIME II 11 II II II II II II II II II LEDGER TO SUPPORT II II II II II II II II II II II II I I / / c j, ^t o I I IIvOFLCONSTRUCTION I' II I�I II II II II I - - - - I �� /� TTTeFFa oFTF�eRM^�7o6//?I/C/K PIE^ BL ^ -j Of ' � 7/DESTII II II II II II II II II II II II II Iw0- 1 11 „ .I �P.�°°D DEArk'? 7 Is � 74/°° Oo VIESUPPORT ° AREAS OF /� co � GEoFi /N , �sTF w N CRAWL SCE AREA °> U 5/4"IPE DECK BOARD FLOOR'G I I� O Iw+ NCRAWLSPACE II , ON TOP OF JOISTS II II II II II II II I1 11 11 II 11 II I / // / ��Oiyj/ 0 / // / y-^✓c ` c> / \ BRICK PIEF� EELO'PJ = ' BELOW 11 11 11 SPAN PERPENDICULAR TO 11 11 II 11 11 11 11 11 11 11 11 v/ // / \ 7 r' U III II II II II II II II II „ 11—fi 1` 11 // / A=D ELLE. ,r.�% cn I C DECK JOIST FRAMING I 1�/ / // // o \ :���, F- 2I II 11 II it II II II II 11 II it II II II II II it II 1 3/4"x 11 �/sl 11 II 11 11 11 11 II 11 II II 1 - // / // \ �r, JOISTS LAP ER CK 17CUNDATION ( � PWT LVL PORCH JOIST v // // // j� CONC WALL// /� C 'i ��T �^ FFlY"SIG 13-M i F Cl-Ii%INEY ° II II II � �� �� �� II II II II II II II II II II II II // // �� AT cA� .,ti " I- I �I II II II II II II II II 11 II II II II II II FRAMING -{�o� HAY HARBOR CLUB 1 �I II II II II II II II II II II it II II II II 11 II II @ 16"oc II II II II II II II II II II II II II II II II // / // / // BASEMENT / �Ri,� \ ear'1'77 /% I' IL IL I 1 11 II II II II II II I' II I� IIII II I� II 'I II I1 // / // BELOW / // // //eOq \ ` ��� ^fes ?il_f,STER" FISHERS ISLAND,NY —tl —Il �1 JL IL JL � // // // /// // //Pipe3-1/2ST J` r-I 11 // // / // // // (3�y\ / 2 <v L � L J — L J — — — — 2x10 PT COL BELOW // C 3/A � / 5 1/4"SQ (3) 1 3/4x11 7/8 PWT LVL - \ \ // / // iDRAINAGE // // // RYiN s�L� \/ ON 4" O.D Dl/� POST OFFICE BOX 802 \ / UNDERFLOOR // // G \� GCLUt�,w �° `1 . �� PSLPORCH BETWEEN POSTS STAIRS \ // // B IP " OLID SAYBROOK POSTS ON \ BELOW AT // // // \ Od `°�?' CONNECTICUT 06475 PORCH TO GRADE \ // // // // M / \ �E!_OV,' ` BASEMENT AREA // PHONE: 860 388 1224 Consulting Encineers. P.C. GNCBENGtNEERS.COM CONC PIER \ \ // i/ / // // // // \ O 3J 7 G� ONLY // // // // // \ EX G BEAM �� �T G\G�\/ // ON"TOP OF JOISTS IPE DECK D/FLOOR'G \ Pipe��1/2$ S2.2 OSTSLI'< \ \ // // // //SPAN PERPENDICULAR TO �OLgELOW \ OF NF/,�,, DECK JOIST FRAMING // // // // // �•�P CU Tj I'/' 5 1/4"SQ \ \� �� / // PWT LVL PORCH JOIST// PSL PORCH \\ �� //FRAMING // // 1 POSTS \\\�� \@ 16��c °// 83685 S2.1 // // // / / �FFSSIONP�'� STAIRS KINLIN RUTHERFURD ARCHITECTS PLLC CO �\��G\ // ��p, PORCH TO GRADE , FOUNDATION 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 WALL BELOW \\G J// rv��Yxw YQt 22 FAX:(775)582-1736 J U IV t �3, LUL J �� nrn�err carr J fl G T_ ri G M rl r PORCH FLOOR FRAMING PLAN N 3/16" = V-0" PORCH FLOOR FRAMING PLAN U f PROJECT:P: 23024 TT = = VT = = _ = EXISTING SHOWN FOR REFERENCE ,IT EXG VVALL Tr Tr POST BELOW SUPPORT BEAM AT TO SUPPORT EACH END WITH ROOF HIP BEAM POST BELOW T J— EXG WAU- 1-i-——------------------- 2x12 PT CONT LEDGERr r z 0 p II II II it II II II I it II II II II II II II II II II II II it II II II 1114 DN x Ir 04 11 JIDN 11 11 it Il II Ilcq 10 X IIII EXISTING SHOWN 21� 111 FOR REFERENCE Tr �,/2/�O 144 HAY HARBOR CLUB FISHERS ISLAND,NY F T F F E F F Ff F F FE F F F F F ET E F F F F F EF F F F F FIT SUPPORT ROOF HIP (3)2x12 PT CONT PORCH POSTS BEAM ON PORCH BELOW POST OFFICE BOX 802 POST C)LO SAYBR(D(DK 5/8"PLYWOOD ROOF SHEATHING ON • CONNECTICUT 06475 2x 12"ROOF RAFTER FRAMING 16"OC P1--IONF: 860 388 1224 TYP AT PORCH RECONSTRUCTION Ccnsulfing Engineers, P.C. GNCBENGINEERS.COM S2.2 EOp 9"xi CU N 0 S2.1L 4 KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 TAX!(775)582-1736 n PORCH ROOF FRAMING PLAN ry fl fy cG ri rl fl 01 PORCH ROOF FRAMING PLAN PROJECTP: 23024 PORCH ROOF FRAMING _ _ _ _ _ _ _ 5/8"PLYWOOD ATTACH LEDGER TO WALL STUDS 11'-21/2" CLIP RAFTER ROOF SHEATHING LEDGERLOK FASTENERS CONFIRM ROOF HEIGHT TO PORCH BEAM 3 SCREWS PER STUD WITH ARCHT H6 2x12 RAFTERS NEW CONT PT LEDGER EXISTING SHOWN FOR REFERENCE @ 16"oc SLOPING SEAT 'IM (3)2x12 PT RAFTER HANGERS PORCH EAVE BEAM +POST CAP 1EXISTIN.IG --- ---- -- --- V 5 1/4"SQ 5/4 IPE DECK BOARD FLOORING ON CONFIRM EXG PSL PORCH PO 1 3/4"x 117/8"PWT LVL CONSTRUCTION TYP DECK JOISTS V.I.F. FASCIA PER ARCHT DRAINAGE& TWIST STRAP MEMBRANE EVERY OTHER SEE TYPICAL DETAIL 3) 1 3/4x11 7/8 PWT LVL PER ARCHT DECK JOIST NEW RIM BOARD MULTI MEMBER BETWEEN POSTS+ TO LVL BEAM 1 3/4"x 117/8"PWT LVL PORCH FLOOR FRAMING CONNECTION HUC HANGER �;, -- - - - - - — - — - - —_- — -- — RELATIVE DATUM (3)2x10 PT BEAMS \ r TOP OF EXISTING FLOOR BETWEEN POSTS 1, AT INTERIOR 2x PT SILL PLATE — — EXG BEA. " — a CCLU",N EXISTING X] SEE TYP DETAIL � _ _ —__ --------- — �`" FLOORFRAA.',NdG ANCHOR BOLTS A21 TO REryHAY HARBOR CLUB !AIN! PWT ANGLE _ _ SIMPSON POST _ �' 1/2"MIN PLYWD (3)1 3/4x16 LVL FISHERS ISLAND,NY BASE WITH 2"MIN t-3'-6" FLOOR SHEATH'G CAP PLATE OR CONCRETE COVER TOP OF WALL SADDLE 2x10 PT @ 16"oc 12"CONC FOUNDATION EL SLOPING DRAINAGE Pipe3-1/2STD—► POST OFFICE BOX 802 WALL REINF AT CENTERLINE OF UNDERFLOOR .••'� OLD SAYB ROO K WALL WITH: `:. G CONNECTICUT 0647 #5 BARS VERTICAL @ 18"oc+ PHONE: 860 388 1224 Erg,neers. P.C. GNCBFNGINEERS.COM DOWELS WITH STD HOOK TO MATCH o_ 9 #4 BARS HORIZ,TOP, BOTTOM AND ( g CONT CONC EXISTI"JG CON C COLUMN V.I.F. IF EXG FTG MID WALL HEIGHT, N Z KEYWAY FLOOR SLAT; BASE PLATE UNDER EXG COLUMN TYP. —( � ( g :• FTG-SEE PLAN 8�6 3DATION BASEMENT - - — -— - I 8 a ��p,(E OF o IF ANY NEW CONC a o �P��ES CUR BOTTOM OF FOOTING I I—I I - _ 1 1/2' 131. FLOOR SLAB AREAS REQUIRED T'S v 4 3 FT MIN BELOW - I �— • a SEE TYP DETAIL n �o ADJACENT GRADE,TYP 2'-6" 345 BARS iv WELD BASE OF COLUMN "Z 6" V-0" 6" 2-#5 BARS EACH WAY — - TO BASE PLATE �• 8 'y BOTTOM CONT CONC FTG BOTTOM �S Q 3"CLR COVER 3"CLEAR COVER N OF FTGASE PLATE TO TOP OSS/ NAL TYP I 10" 3 1/2"SCHED 40 STD PIPE COLUMN BASE PLATE: A36 3/4"x 10"x0'-10" KINLIN RUTHERFURD ARCHITECTS, PLLC 2'-6" 4-5/8"ANCHOR BOLTS DRILL I x FTOXY FTG 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 PLAN 2NEW YORK,NEW YORK M22 TAX:(175)582-1736 M f ri JUNE 13, 2023 PERMIT SET r z rt Cl I r r^ f1 Com.' r SECTION THROUGH SOUTH END PORCH SECTION THROUGH SOUTH END PORCH U ■ PROJECT:P: 23024 CLIP RAFTER 5/8"PLYWOOD ;' - 2x12 PT CONT LEDGER TO PORCH BEAM ROOF SHEATHING iATTACFi LEDGER TO EACH STUD N6 ITIMBERLOK FASTENERS, �3 SCREWS PER STUD NEW CONT PT LEDGER @ 16"oc SLOPING SEAT I � 2x12 PT RAFTER HANGERS 3)2x12 PT CONT PORCH SAVE BEAM EXG 1^,P,LL,V.I.F. +POST CAP CONFIRM ROOF ELEVATION WITH ARCHITECT 2 ROWS FULL LENGTH OF 5/4 IPE DECK BOARD FLOOR 1/2"DIA.BOLTS AT 24"oc BEAM PERPENDICULAR TO DECK FRAMING REFERENCE DATUM • STAGGERED 1 3/4"x 11 7/8"PWT LVL FIN FLOOR LEVEL A307 BOLTS (3)1 3/4x11 718 PWT LVL DECK JOISTS+HANGERS _ _ _ _ _ _ _ _ PORCH FLOOR FRAMING - - — - -BETWEEN POSTS+ — - - - - - - - — — — — — �., +WASHERS,TYP HUC HANGER T.0. PIER SIMPSON POST EL-1'-9 3/8" 1 3/4x11 7/8PWL LVL I I I BASE WITH 2"MIN CONT LEDGER�— IL CONCRETE COVER 2-LVL 3-LVL 4-LVL HAY HARBOR CLUB _ � '_ =' CRAWL SPACE 6" 6" 6" 1'-0" 1'-0" TYPICAL 16°X16" FISHERS ISLAND,NY SQUARE CONCRETE DETERMINE EXISTING CONDITIONS - EXISTING FOUNDATION END CONDITION PIER REINF WITH: EXISTING FOUNDATION AND SUBSURFACE, i—� �— I I TO BE DETERMINED SPACING 445 VERT AND EXPOSED LEDGE SURFACE VARIES+ I V.I.F. #3 TIES AT 16"oc _ _ I IIIII IIIII I I i I II I I I I ( ( I I I—I ' . POST POST OFFICE BOX 802LVL MULTI MEMBER CONNECTION 4#SDOWELS TO oL� TcuRooK FOOTING CI SEE TYP DETAIL-PLAN PHONE: 860 388 1224 �— I I I I _ i I —III—III— I I I I I I I III—III Consulting Engineers, P.C. GNCBENGINEERS.COM —III I I I c—III(—I I i 1 I—I I L I I—I I I I II I I I I I I—III II I I II IIII—I I—I — — — — —— — — — — — — �' — —4�� 4 i— 4 f I I1 I FOUNDATION BASEMENT BOTTOM OF FOOTING —III — 1 II I I I I—I I II I I 11 I II II I I_ —8'—�3/4 s�RL E o 3 FT MIN BELOW 1 1!2' CLEAR,TYP. TYPICAL 16"x16' ADJACENT GRADE,TYP SQUARE CONCRETE 7" 1'-4" 7" REINF FTG WITH ,' O p PIER REINF WITH: 345 BARS, EACH WAY ; 445 VERT AND ° 2 6O #3 TIES AT 16"oc BOTTOM COVER,TYP. 445 DOWELS TO SQ FTG `�" ° b FOOTING x V-0" NAL Et1G\ �Q SEE SECTIONS FOR CHAMFER ADDITIONAL REINF CORNERS INFORMATION KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET SUITE 92 TEL:(212)6952988 NEW YORK,NEW YORK 10022 FAX:(175)5821736 r 16"x16" CONCRETE PIER PLAN VIEW n SECTION THROUGH PORCH fi r ^Y JUNE 13, 2023 PERMIT SET ri s -r. SECTION THROUGH G PORCH U 7 G r ` U ziZ2 PROJECT:P: 23024 DEMOLITION LEGEND U a CIO a H NOT IN CONTRACT U W C - - - � v EXISTING WALLS TO BE DEMOLISHED a DEMOLITION NOTES 1. PATCH AND REPAIR ANY DAMAGED EXISTING CONDITIONS TO REMAIN. 2. PROVIDE TEMPORARY SUPPORTS AS NECESSARY DURING �Da' ---- ------ THE DEMOLITION PROCESS. 3. PROVIDE SIGNAGE & SECURE SHUT ALL DOORS LEADING OUT TO DEMOLISHED DECK, FOLLOWING ITS DEMOLITION. x v N D T-111 A s 0 I F-� 0 L J -- - +I i 0 `J I i i REMOVE EX. DOOR &WALL FOR NEW DOOR LOCATION I ' REMOVE BUMP FOR FLUSH WALL INSTALLATION TEMPORARY PLYWOOD COVER TO BE REMOVED--� I &BAR BEHIND TO BE DEMOLISHED I ❑ ❑ ❑ ❑ ❑ ❑ T PERMIT AMMENDMENT 1 01.19.24 PERMIT SET 04.28.23 HAY HARBOR CLUB FOX AVENUE FISHERS ISLAND,NY 06390 fl II II fff o 0 0 0 0 I 14= 20'-0' 10'-4,j' \ 49'-61' \ \� KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \ NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D. R5 E 4 D i E N11i ,q'�. 029A�� F OF NE`s M N N DEMOLITION PLAN - N W PROPOSED PORCH TO MATCH EXACT FIRST FLOOR x FOOTPRINT OF DEMOLISHED a A-031 o N O 1 DEMOLITION PLAN - FIRST FLOOR PROJECT: 357 S-�SSLV 7 CONSTRUCTION LEGEND U \ W \ NOT IN CONTRACT U / W � _ NEW CONSTRUCTION U �C d t� CONSTRUCTION NOTES � 1 1. REFER TO SHEET A-002 FOR GENERAL NOTES & W I SYMBOLS 2. REFER TO DOOR SCHEDULES (A-500 SERIES) FOR SIZING & STYLE �I = — 1'-0" MIN. CL � 2'-10" 1 11 L. ,2'-6" o HLIF - o I I I � —6" ( 6'-6" I I � BAR NEW BAR-- NEW AR NEW ROLL—DOWN SHUTTER ABOVE I EDI o ❑ — F LL I I I I I 101L'F I N / I m 1 / oo I OUTDOOR DECK �0 / co I — — — — — — — — — — — — — — — — 02 // // PERMIT AMMENDMENT 1 01.19.24 10 A 401 - - B'=ti - - PERMITSET 04.28.23 0701, � UP A210 \ \ \ HAY HARBOR CLUB 20'-0" 10'-44" \ \ FOXAVENUE 3\ FISHERS ISLAND,NY 06390 0" 49'-6�" 170" UP / / r Ol �4 70 A 204 S�, 01 (Fp) \401 / 3 Q A-210 \77 \'0' KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 ti0 AR C��� cy/� — ti � s�qr 0zsAa1�o F OF NE`s M N N CONSTRUCTION PLAN - w N PROPOSED PORCH TO MATCH EXACT FIRST FLOOR W FOOTPRINT OF DEMOLISHED A-101 o N O 1 CONSTRUCTION PLAN - FIRST FLOOR PROJECT: 357 3/16'=1'-0" SSeS��Y� GENERAL STRUCTURAL NOTES WOOD BUILDING DESIGN LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT REFERENCE IS MADE TO DRAWINGS AND INFORMATION UPON WHICH GNCB CONSULTING LIVE LOADS STRESSES: ENGINEERS, P.C.WORK IS BASED: PORCH FOR AREA SERVED: 100 PSF BENDING, REPETITIVE USE Fb = 1,035 psi DRAWINGS PREPARED BY: SNOW LOADS BENDING, SINGLE USE Fb = 900 KINLIN RUTHERFURD ARCHITECTS, PLLC TENSION PARALLEL TO GRAIN Ft = 575 GROUND SNOW LOAD, Pg=20 PSF COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 59 EAST 54th STREET, SUITE 92 FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF SHEAR PARALLEL TO GRAIN Fv = 180 NEW YORK, NY 10022 WIND LOADS COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 PROJECT LOCATION: MODULUS OF ELASTICITY E= 1,600,000 HAY HARBOR CLUB WIND EXPOSURE CATEGORY: D FISHERS ISLAND, NY ULTIMATE WIND SPEED VELOCITY= 130 MPH 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. RISK CATEGORY 11 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE GENERAL AT EDGES,4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN OTHERWISE. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 1. ALL WORK SHALL CONFORM TO THE 2020 BUILDING CODE OF NEW YORK STATE 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES BASED UPON THE 2018 INTERNATIONAL BUILDING CODE AND UNLESS OTHERWISE NOTED: IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS PWT TREATED LAMINATED VENEER LUMBER(LVL) AND EXISTING CONDITIONS. MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF BENDING,SINGLE USE Fb = 2,800 ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 6. BUILT-UP LVL's TO BE CONSTRUCTED PER GNCB MULTIPLE MEMBER CONNECTION ;., 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING TYPICAL DETAIL AND MANUFACTURER'S SPECIFICATIONS. I AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. 8. ANY EXPOSED PORCH FRAMING TO BE PRESSURE TREATED OR PRESERVATIVE TREATED WOOD. ---- ---- 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, - . WIND AND OTHER LATERAL FORCES. OR OTHER FINISH APPROVED BY ENGINEER. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FOUNDATIONS . 1. THE RECONSTRUCTED WOOD FRAMED PORCH DECKS ARE TO BE SUPPORTED ^"' ON NEW CONCRETE FOUNDATIONS. 2. ALL EXTERIOR STRIP AND SPREAD FOOTINGS SHALL BEAR ON NATURAL NAILING SCHEDULE UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC ✓' MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM CONNECTION NAILING ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. JOIST TO SILL OR GIRDER,TOE NAIL 3-8d 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. l 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0"BELOW BRIDGING TO JOIST,TOE NAIL EACH END 2-8d j I EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc CONDITIONS ENCOUNTERED. TOP PLATE TO STUD, END NAIL 2-16d I m i-_ 5. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. 6. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. STUD TO SOLE PLATE,TOE NAIL 4-8d i 7. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. DOUBLED STUDS, FACE NAIL 16d AT 24"oc DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d I REINFORCED CONCRETE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES ALONG EACH EDGE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. CEILING JOISTS TO PLATE,TOE NAIL 3-8d 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d AS FOLLOWS: CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d WALLS AND FOUNDATIONS 3,000 PSI RAFTER TO PLATE,TOE NAIL 3-8d 1 3D VIEW 1 BUILT-UP CORNER STUDS 16d AT 24"oc ��pF EN IVY 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 BUILT-UP GIRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP P SCURt�S� 0 GRADE 60. CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW AND BOTTOM AND STAGGERED Q PRIOR TO PLACEMENT IN FORM WORK. 2-20d AT ENDS AND AT PLACE ANCHOR BOLT q 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. EACH SPLICE 5/8"DIA.ANCHOR AT CENTERLINE OF PLATE PLYWOOD: UNLESS OTHERWISE BOLT WITH 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. NOTED 083685 c> 3"x3"x.229" � �� O 4� ' ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR PLYWOOD FLOOR PLATE WASHERS SSO�� r` SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN SHEATHING U.N.O. j •"" POSITIONS INDICATED. 3/4"TONGUE AND GROOVE 8d 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE 0� INDICATED SHALL BE: ROOF SHEATHING 5/8" RING SHANK NAILS 8d „ WALL SHEATHING- 1/2" 10d � i SQP CONCRETE POURED AGAINST EARTH 3 HAY HARBOR CLUB CONCRETE POURED IN FORMS, BUT NOTES: FISHERS;ISLAND,NY EXPOSED TO EARTH OR WEATHER: SCHEDULE BASED UPON COMMON WIRE NAILS. a. BARS#5 AND SMALLER 1-1/2" LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. TYPICAL ANCHOR BOLT DETAIL 7:04 b. BARS LARGER THAN#5 2 SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. NOTES: 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED 1. PROVIDE MINIMUM 12"EMBEDMENT. c POST OFFICE BOX 802 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 11/16". � CONK CT CUROOj ENGINEER'S REVIEW IN ADVANCE OF SCHEDULED DELIVERY AND PLACEMENT 3. SINGLE SPLICE PLATE TIED WITH SIMPSON ST6224 STRAP. MINIMUM OF 2 BOLTS PER PHONE: 860 388 1224 OF CONCRETE. COMMON WIRE NAIL DIAMETERS 4. ANCHOR BOLT TO BE PLACED WITHIN MIDDLE THIRD OF PLATE. PLATE CansUlting Engineers, P.C. GNCBENGINEERS.COM 9. CONTRACTOR TO SUBMIT BATCH TICKETS TO THE ENGINEER ONCE 6d 0.113" CONCRETE HAS BEEN DELIVERED. THE CONTRACTOR SHALL ALSO PROVIDE WRITTEN 8d 0.131" DOCUMENTATION OF THE NAME OF THE INDIVIDUAL OR ENTITY THAT SUPPLIED THE CONCRETE AND THE NAME OF THE INDIVIDUAL OR ENTITY THAT INSTALLED THE 10d 0.148" CONCRETE. 12d 0.148" FOUNDATION - ANCHOR BOLTS 16d 0.162" 20d 0.192" JANUARY 12,2024 SUBSTITUTE PARALLEL STRAND LUMBER (PSL) FOR PWT LVL LAMINATED VENEER LUMBER 16 DIA. 16 DIA. FRAMING IF ANY NEW CONCRETE WELDED WIRE SAW CUT SLAB IS REQUIRED: FABRIC CONTROL JOINT AS 4 � ° �.•REINFORCEMENT SOON AS ° . - � a. , :-' ..a' - d KINLIN RUTHERFURD ARCHITECTS, PLLC - o EXTERIOR EXPOSURE 1 1/2 CLEAR ON CONCRETE WILL 4,500 psi CONCRETE BRICK OR BLOCK NOT RAVEL(24 HRS • ; 59 EAST 54TH STREET SUITE92 TEL:(212)695-2988 SUPPORTS MAX) NEW YORK,NEW YORK 10022 FAX:(775)582-1736 INTERIOR WORK s 0 sI HOOK ALL HORIZ.2x"D"+2x"T" 3500 p CONCRETE a�• _ _ MIN U.N.O. - REINFORCEMENT OCTOBER 27 2023 p `=x .. aC ax. x- --°-x° 6%x _ PROVIDE HOOKED PROPOSED FRAMING AS SHOWN OR REVISIONS p TOP REINFORCEMENT �'- Q• F Ld TYP IF PRESENT SPLICE BARS(TYP) - x 8"GRAVEL WALL INTERSECTIONS WALL CORNERS VAPOR RETARDER ' c7 10 mil MIN. BOTTOM REINFORCMENT HORIz. JUNE 13, 2023 III- I I- I-III-III- I_ SLAB ON GRADE BEARING SURFACE: -_ REINFORCEMENT -` � PERMIT SET WITHIN THE BUILDING AREA CONT.THROUGH JOINT V REMOVE ALL TOPSOIL, MAN-PLACED FILL, SUBSOIL AND ANY OTHER UNSUITABLE o Q o MATERIAL TO EXPOSE NATURALLY DEPOSITED- I -I I - _-I U T/3 , --T/3 GENERAL NOTES & INORANIC SAND/GRAVEL, OR REPLACE CD UNSUITABLE MATERIAL WITH COMPACTED I I III I I III III III III III o TYPICAL DETAILS v STRUCTURAL FILL n T` 2"T"MIN SEE ARCHITECTURAL DRAWINGS FOR ANY INSULATION REQUIREMENTS CONSTRUCTION JOINT u TYPICAL CONCRETE WALL REINFORCING sloo TYPICAL STEPPED FOOTING DETAIL TYPICAL SLAB ON GRADE DETAIL DETAILS PROJECT:P: 23024 ENTRANCE TO CRAWL SPACE - EXISTING �cFT0 sAge F I I I WALLS ABOVE FOUNDATION SHOWN FOR WALLS B NTH, EpP�Rs REFERENCE& pORCH cK1NG ."' g,(OWNER POST TO SUPPORT ROOF POST TO SUPPORT I \ NCB-E �NORK vC�ION ;l of HIP BEAM ABOVE PORCH ROOF BEEAM ABOVE ft G EOF gSR I TOP OF CONCRETE REFERENCE gCOPCNRECON EXG STONE FOUNDATION DETERMINE EXG - CRAWL \ FOUNDATION WALL DATUM pOR �- WALL-TO BE REPAIRED CONDITIONS AT I SPACE - 79"=U-7" FIN FLOOR ABOVE RESTORED TO SOUNDNESS FOUNDATION LEVEL I /® ABOVE CONCRETE ELEVATION V-0" ---------- CRAWL � \ SLAB, V.I.F. ao - 0 2'-0" I I \ ® SOIL SURFACE \ \ o,, f NEW PIER P1=12"x12"SQ 9 11'01, T.O, PIER HURTS 6 v CONC PIER SUPPORTED -2'-1 1/4" 9,p� co CD ON 2 FTx2 FTx1 FT - - o - — - P1 — -CONC FTG,TYP- P1 BASEMENT J TOP OF PIER P1 + LL+ ELEV-2'-1 1/4" REFER TO SECTION TO / �✓/ 83 5 M ZN tL ©' WITH RESPECT DEFINE FURTHER REQUIREMENTSF�,oRO S��Nr`t`' o TO 0'-0"REFERENCE FOR PIER PLACEMENT I I / // FES DATUM �/ // // // / "PILASTER"ABOVE \ // / MATCHES COLUMN >'�' NO SLOPING CRAWOI / rj //// // SPACING+/- �-- — EDGE OF DRAINAGE UNDER FLOOR SPACE L �✓/ // // / �2 Pi e3-1/2STD \ 0. I I / /// /r ' p � rn PORCH FLOOR 2'-6" AT CRAWL SPACE AREA / / // // /// //? Z06 Z)7 \ ��� 4"O.D. DIAMETER CONCRETE 50 co ABOVE I // // // / /�/S,�ODp�s'h,FO '' \/ COLUMN SLAB ON GRADE s c� HAY HARBOR CLUB CONFIRM 1'-4" / / // T.O, PIER I I I // // / /// U p�- qr // WITH ARCHT -2'-4 1/4" / \ / // // \/ / NOF�G,O r6"oc iNC% // // FLOOR - FISHERS ISLAND,NY BRICK FOUNDATION ® `t `�? Q7' ID // // _,�Oo�rNgc / //�3� 3/ & CHIMNEY �� ✓ F R rr -FP _/ CO�C // // ° eFq� P\pe3-1/2STD •... POST OFFICE BOX 802 PORCH POST TO CONC 16"SQUARE WOO PORCH -_ -_ . _ STAIRS ABOVE 2-" // // �< i OLD SAYBROOK SUPPORT HIP BEAM FTG CONC PIER POST ABOVE PORCH TO GRADE b" �� << //' // // Ol•I,J \ \ PIpe3-1/2STD5 1/4"SQ PSL I� CONNECTICUT 0647� - - -- - - - 00, / // // // PHONE: 860 388 1224 ABOVE I // // // POST BELOW I ------ - - - - - „ EDGE OF // �' // // // // \ Consulting Engineers, P.C. GNCBENGINEERS.COM 811 8 11 11 0 9 10 11 0 8 4 1/4" PORCH ABOVE FLOOR // / �'' % //// //// ��°G// //// //2 FT SQ x 1 FT \ FLOOR H IP BM JOG IN EXG 50'-5 1/4" // // Q// // // / // CONC N F W G // / \ WALL CONC9, WALL FOUN ATION p Q // /e // //ryr;j // // // / // //// /r345 BARS / // \ \ f +/-V.I.F. EA WAY BOTT 8" 8'-11" 11'-0" 9'-10" 11-0 8'-4 1/4" 'o" CONTINUOUS // // CONCRETE // // // // // / // // // / STAIRS ABOVE FOOTING BELOW // // // // // /�j \' PORCH TO GRADE 49'-1 1/4" JANUARY 12,2024 +/-V.I.F. SEE SECTION // // / // // ///// // i 8,POR REINF // // / // // A/, F i SUBSTITUTE PARALLEL STRAND LUMBER (PSL) PORCH RECONSTRUCTION PERIMETER PIERS+ 70' /\ // // // ?,TG, v FOR PWT LVL LAMINATED VENEER LUMBER NEW CONCRETE CONCRETE FOOTING \ // // / // / FOUNDATION PIERS ON 1 2-6 x2-6 x1 -0 1 // // / / '0" Q FRAMING FTGS S2.2 REINFORCED WITH / // // / // //// C;10-- O� fl 345 BARS EACH WAY BOTTOMBOTT 8,ro" ADJACENT NO GRADE,YP FT MIN. BELOW /� // /// KINLIN RUTHERFURD ARCHITECTS, PLLC (2)2x12 PT TAPERED // < c A BETWEEN POSTS � � // J �x titC RCjy 4g,3 AT UNDER FLOOR \ \ // //// 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 C,O % LEVEL �/�///// �iC� '�� NEW YORK,NEW YORK 10022 FAX:(775)582-1736 s0c , tisT M �FrCr�P,ucT, 8'70" PORCH POSTSOD? N�q�NO ABOVE PROPOSED FRAMING REVISIONS INTERIOR 8; TOP OF WALL G STORAGE J`j8, EL-3-6 AREA BELOW DO NOT BACKFILL DRAINAGE FOUNDATION WALL UNDER FLOOR UNTIL FLOOR FRAMING PLATFORM JUNE 13 2023 CONCRETE FLOOR IS INSTALLED r SLAB BELOW PERMIT SET FOUNDATION FOUNDATION BASEMENT PLAN BASEMENT PLAN p U z U U Simi PROJECT:P: 23024 ENTER CRAWL SPACE BELOW 17-1 SHOWN FOR CRAWL SPACE REFERENCE BELOW CF FNT B F REp P1RS FtCN KING / F�O�6gS�M� Y BRICK PIER FLOW O�NER � _ � WOOD BEAM � NT OF CRAWL SPACE ETEN K N BELOW Sour OFC ONS-�RUC�,O POST TO SUPPORT EXG STONE ---- POST TO Not ROOF HIP BEAM FOUNDATION SUPPORT Obi PORC ABOVE WALL BELOW PORCH ROOF BEAM 1 ABOVE Z�, STEP DN CRAWL SPACE (3 1 3�1x1 b"P1�IT L�/LTI II _ _ — — — — — — — — — 0 BELOW "O BEAM SUPPORT TO BE o =12"SQ PIER- 5 Cq 2 !2 z I I 0 / _ _ _ `r BEAM LEVER — — _ �Q� RRyi��pFx r �0F NEw YO DETERMINED AT TIME I � _ BELOW = _ _ _ _ — — . F I I II OF CONSTRUCTION / BRICK PIER BLW Q r z ~°oliv?IIW EL V.ijF' II II II II / - - - - - - - - - - - _ _ _ _ _ _ WOOD BEAR? �� �� 5 �i LL. _ — _ _ _ _ VIF SUPP02T 9��O��FA z I I �i �� J� �� �i „ w co z- [ (3) 16"PWT // I �_� _ _ _ _ — = _ o�'9T 2 ALI, SU�FOpe�� jLVL II II = SLOPING PORCH I I -�_ _ 5/4 IPE T&G DECK BOARD _ _ I I — — _ — _ / SON T<V S'�rF <00 oRp c . 083685 �' II / FLOOR SURFACE g — — FLOOR G ON TOP OF JOISTS — — — — — S� G'SA x > I I I l a l a ,c Op q N oFESS�ONP + w I I II II II _ _ _ _ _ _a-w —_ = SPAN PERPENDICULAR_TO_ _ _ — T = _ _ _ — _ <00 �tiG N G ^ BRICK PIER BELOW Q I I II II /�� _ _ _ _ _ 1=�-(q = = DECK JOIST FRAMING = = -_LL_ — — _ _ /RS�AOR y y �� ` / WOOD BEAM% 0P I I I z 1 3/4"x 9 1/2"'� I I M I RFgC 0 , II IJ/ + (j =CRAWL SPACE= _ -M-a —_ _ _ _ _ _ _ � _ _ _ = F CONC WALL C ri2,, �2� JOISTS LAP BRICK FOUNDATION O I QP I " BELOW I PWT LVL PORCH JOIST I I ERR l�,,p AT CARRYING BEAM &CHIMNEY '�-OQ ti�_ _ _ _ _ — _ _ _ -co-U) _ FRAMING_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \\\\� n Yr�v r Lv O� _ I I — @ 16 oc / BASEMENT HAY HARBOR CLUB _ _ _ _ = I I = _ _ _ _ = I I = _ _ = I , 0 eFgr�jr�4"p / _/ / f'�J7 <O FFA - "PILASTER'S FISHERS ISLAND,NY _ = = _ = _ = = = = = = _ - _ _ _ _ _ _ _ _ BELOW\ Eli \pipe C R 3j4x� �'J Pirp 11ZST COL BELOW L ,J COL BELOW '9 6 ��/ - I ~� /`�2x10 PT CO�Ry�Nc �V< S'TccA �Q �O 5 1/4"SQ (2) 1 3/4x18"PWT LVL I _- _-_- -- -___.___ _ / DRAINAGE eEq ON 4"O.D.DIA �� tv� POST OFFICE BOX 802 PSL PORCH BETWEEN POSTS I -_ - -- --- - - - STAIRS UNDERFLOOR // M // COLUMNS �G ••••� COL� T CB ROC)7K POSTS ON BEL AT d / J 1 1 -- -- -- -- -- -- PORCH TO GRADE BASEMENT AREA BLOW �'� O� PHONE: 860 388 1224 CONIC PIER -- --- -- --- --- - Consulting GNCBENGINEERS.COM S2.2 r'2 r ONLY �� ON TOP OF O BOARD OR'G L - -___ __ _ I 1 � EX BEAM � g Engineers, P.C. Fla 7 , \ // SPAN PERPENDICULAR TO A F'v �O/,Ir DECK JOIST FRAMING Pi 2// S "0 <� ��// \COL BELOW STS, < 1 3/4 x 9 1/ PWT LVL PORCH JOIST 5 1/4"SQ FRAMING16"oc PSL PORCH / POSTS+ / JANUARY 12,2024 POST BASE / SUBSTITUTE PARALLEL STRAND LUMBER (PSL) FOR PWT LVL LAMINATED VENEER LUMBER FRAMING STAIRS PORCH TO GRADE KINLIN RUTHERFURD ARCHITECTS, PLLC CONC / FOUNDATION 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 x WALL BELOW J NEW YORK,NEW YORK 10022 FAX:(775)582-1736 r x 0 M rl NOVEMBER 2,2023 PROPOSED FRAMING m REVISIONS x r s v G JUNE 13, 2023 1 PERMIT SET PORCH FLOOR FRAMING PLAN 3/16" = 1'-0" 0 PORCH FLOOR FRAMING PLAN U S1m2 PROJECT:P: 23024 EXISTING SHOWN FOR REFERENCE EXG WALL Tf = = IT = = 1T = = POST BELOW SUPPORT BEAM AT TO SUPPORT EACH END WITH ROOF HIP BEAM POST BELOW I I EXG WALL I A F1 A I F1 F- r I-IFF I F- 21F- I F— rf= -x12 PT CONT EDGER 1r]rlr II z 0 Of NEVVY C14 DN CUR 0 x C2 c— ITF e 11 IIDN 11 11 cc 083 85 -TI e e EXISTING SHOWN 2 cq OFESSI � FOR REFERENCE TT e e e e TFII it 11 11 11 11 1w e e e e e e e e e e e e 2` HAY HARBOR CLUB II II it II II II II II II II FISHERS ISLAND,NY F E F T-I F F F F F F 9E F E F E E F E F F F E F EII II II II IIII e e e e 1� e (3)2x12 PT CONT PORCH POSTS e SUPPORT ROOF HIP e e e POST OFFICE BOX 802 BEAM ON PORCH BELOW • e e (DILID SAYBR(DC)K POST e L I CONNECTICUT 06475 5/8"PLYWOOD ROOF SHEATHING ON e eloAtl e e PHONE: 860 388 1224 2x 12"ROOF RAFTER FRAMING 16"OC e / !� e e e Consulting Engineers. P.C. GNCBENGINEERS.COM e e TYP AT PORCH RECONSTRUCTION e e e e 7,p e e e e e e 1 e e e e e e e e S2.2) e e e e e e e e e e e e JANUARY 12,2024 Ap -, e e e e SUBSTITUTE PARALLEL STRAND LUMBER (PSL) 0 e FOR PWT LVL LAMINATED VENEER LUMBER e FRAMING e e e e Al KINLIN RILITHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 cf- OCTOBER 27,2023 PROPOSED FRAMING REVISIONS rl JUNE 13, 2023 PERMIT SET PORCH ROOF FRAMING PLAN 3/16" = 1'-0" PORCH ROOF FRAMING PLAN z < U S1 .3 PROJECT:P: 23024 ATTACH LEDGER TO WALL STUDS LEDGERLOK FASTENERS 3 SCREWS PER STUD - - - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — — �PORCH ROOF F _ _ _ _ _ _ _FRAMING 5/8"PLYWOOD 11'-2 1/2" — _ — CLIP RAFTER ROOF SHEATHING CONFIRM ROOF HEIGHT TO PORCH BEAM WITH ARCHT I H6 1 SKS-1 2x12 RAFTERS NEW CONT PT LEDGER I EXISTING SHOWN FOR @ 16"oc SLOPING SEAT REFERENCE (3)2x12 PT RAFTER HANGERS PORCH EAVE BEAM +POST CAP `-- — — — — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — — EXISTING - WALL 5/4 IPE DECK BOARD FLOORING ON CONFIRM EXG 5 1/4"SQ 1 3/4"x 9 1/2" PWT LVL CONSTRUCTIONV.I.F. pF NEW PSL PORCH PO DECK JOISTS SLOPE ALONG �ti �O FASCIA PER ARCHT TYP TOP OF BEAM g�P URT/S�9o�� Q SEE TYPICAL DETAIL (2) 1 3/4x18" PWT LVL DRAINAGE& TOP OF BEAM PORCH FLOOR EDGE SUPPORT = �° MULTI MEMBER BETWEEN POSTS+ MEMBRANE SET BELOW 1 3/4"x 11 7/8"PWT LVL ' PORCH FLOOR FRAMING CONNECTION HUC HANGER PER ARCHT TOP OF JOISTS BETWEEN BEAMS �� - - - - — - — - — - - RELATIVE DATUM (2)2x12 PT BEAMS N — OFESSIONP�� TOP OF EXISTING FLOOR BETWEEN POSTS 11 AT INTERIOR i UEXG BEAM 2x PT SILL PLATE (3) 1 3/4x16"PWT LVL SLOPING BEAM & COLUMN EXISTING SEE TYP DETAIL >2'-4" + HUC FLOOR FRAMING HAIL HARBOR CLUB ANCHOR BOLTS t A21 TO REMAIN ANGLE FISHERS ISLAND,NY SIMPSON POST BASE WITH 2"MIN _ _ (3)1 3777/4x16 LVL CONCRETE COVER 1/2"MIN PLYWD +CAP PLATE OR .7 t-4'-2" FLOOR SHEATH'G SADDLE 12"CONC FOUNDATION TOP OF WALL 2x10 PT @ 16"oc — POST OFFICE BOX 802 EL Pipe3-1/2STD +� ' �� OLD SAYBROOK WALL REINF AT CENTERLINE OF SLOPING DRAINAGE E�iJ WALL WITH: UNDERFLOOR I #5 BARS VERTICAL @ 18"oc+ PHONE: 860 3 06474 PHONE: 860 88 1224 DOWELS WITH STD HOOK TO MATCH 'v Consulting Engineers, P.C. GNCBENGINEERS.COM #4 BARS HORIZ,TOP, BOTTOM AND : g CONT CONC EXISTING CONC - COLUMN V.I.F. IF EXG FTG MID WALL HEIGHT, -`O Z KEYWAY FLOOR SLAB BASE PLATE+ UNDER EXG COLUMN TYP. _ �`� FTG-SEE PLAN FOUNDATION BASEMENT _ + — a 4-6 BOTTOM OF FOOTING I�tLl - IF ANY NEW CONC1 1/2"FLOOR SLAB AREAS REQUIRED '��T3 FT MIN BELOWSEE TYP DETAIL ADJACENT GRADE, TYP 26- JANUARY 12,2024 345 BARS N WELD BASE OF COLUMN 6" 1'-0' 6" 2-#5 BARS EACH WAY - TO BASE PLATE BOTTOM CONT CONC FT BOTTOM 11�y1�1 SUBSTITUTE PARALLEL STRAND LUMBER (PSL) iv BOLT BASE PLATE TO TOP FOR PWT LVL LAMINATED VENEER LUMBER 2'-0" 3"CLR COVER 3"CLEAR COVER OF FTG FRAMING G Cl- TYP M 10" 3 1/2"SCHED 40 STD PIPE COLUMN 2'-6" 4-5/8"ANCHOR BOLTS KINLIN RUTHERFURD ARCHITECTS, PLLC r BASE PLATE: A36 3/4"x 10"x0'-10" DRILL IN &EPDXY 2'-6"SQ x 1 FT CONC FTG 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 PLAN NEW YORK,NEW YORK 10022 FAX:(775)582-1736 x 0 OCTOBER 27,2023 PROPOSED FRAMING REVISIONS T r u` i JUNE 13, 2023 SECTION THROUGH SOUTH END PERMIT SET n PORCH CD SECTION THROUGH SOUTH END PORCH U z U i CJ S2ml PROJECT:P: 23024 CLIP RAFTER 5/8" PLYWOOD 2xl2 PT CONT LEDGER �TO PORCH BEAM ROOF SHEATHING ATTACH LEDGER TO WALL STUDS H6 LEDGERLOK FASTENERS 3 SCREWS PER STUD NEW CONT PT LEDGER 16"oc SLOPING SEAT ATTACH LEDGER TO EACH STUD 2x12 PT @ RAFTER HANGERS TIMBERLOK FASTENERS (3)2x12 PT CONT CONFIRM ROOF ELEVATION 3 SCREWS PER STUD PORCH EAVE BEAM WITH ARCHITECT EXG WALL, V.I.F. + POST CAP SLOPING FLUSH FRAMED BEAM DROPPED 1/2"BELOW TOP OF ROOF HIP BEAM POST JOISTS i BEYOND IN PLANE OF WALL SUPPORTED ON JOISTS FOLLOW SLOPE OF 5/4 IPE DECK BOARD FLOOR RESTORED STONE WALL PORCH FLOOR DECK PERPENDICULAR TO DECK FRAMING CLIP 16"LVL TO 18"LVL 2"FROM FACE OF BUILDING 1 3/4"x 9 1/2"PWT LVL TO OUTER EDGE OF PORCH DECK JOISTS+HANGERS,TYP REFERENCE DATUM (2) 1 3/4x18"PWT LVL SIMPSON HUS1.81/10 FIN FLOOR LEVEL BETWEEN POSTS+ 2x6 PT SILL ON TOP _ _ - - -HUC HANGER_ - — - — - _ — _ _ _ OF PIER+(2)-1/2"DIA_ _ _ - _ — - - — _ _ _ _ _ _ PORCH FLOOR FRAMING ��OF NEW y ANCHOR BOLTS PER PIER PWT LVL 0� 2 ROWS FULL LENGTH OF CONT LEDGER �z 1/2"DIA. BOLTS AT 24"oc BEAM CANTL BEAM z STAGGERED T.O. PIER - - EXG STONE TO BE RESTORED A307 BOLTS EL -2'-4." -2-1 1/4 TO SOUNDNESS EMBED SIMPSON POST 3 1 3/4x16 PWT LVL \ - - . GRADE+/ APPROX GRADE AT �cD 0 685 c� +WASHERS,TYP BASE WITH 2' MIN SIMPSON ABU BASE,' EXG STONE FOUNDATION F iv CONCRETE COVER FJA FOUNDATION ANCHOR +5/8"DIA BOLT _ - WALL+/- OFESSIONP��i 16"LVL TO PIER #5 BAR VERT+STD P1 ' TYPICAL 16"x16"SQUARE 1:1 ` 1 I I CONCRETE PIER REINF WITH: HOOK, CENTER OF cO 3 FT MIN BELOW _ 445 VERT AND#3 TIES AT 16"oc CRAWL SPACE P-1 PIERS,TYP. o i I I I I _ ADJACENT GRADE 445 DOWELS WITH STD HOOK — - AT FROST DEPTH,TYP 2-LVL 3-LVL 4-LVL EMBED INTO FOOTING DETERMINE EXISTING CONDITIONS i I I �� _ HAY HARBOR CLUB ' EXISTING _ III . 6" 6" 6" 1'-0" 1'-0" SEE TYP DETAIL-PLAN - CRAWL SPAOCENSURFOACEN�II _ 6" 1'-0" 6". -�, EXG SOIL BELOW STONE FISHERS ISLAND,NY V.I.F._I I —III I -I I — END CONDITION — 2�-0 — DO NOTE XCAVATE LINE OF P1 PIERS ON FTG SPACING I I— �, ,- - � I I I _ BELOW THIS LINE POST OFFICE BOX BARS— FOR P1 PIERS/FTGS '-6 MIN,TYP SAYB oKLVL MULTI MEMBER CONNECTION CONNECTICUT 06475 _ - — - — - — - — - — _ - M _ = s __ — _ FOUNDATION BASEMENT I/ _ 8'-6 3/4" PHONE: 860 388 1224 BOTTOM OF FOOTING — I -� I -I I- I I- I-I II -I ( Consulting Engineers, P.C. GNCBENGINEERS.COM 3 FT MIN BELOW _�—� — - fn ADJACENT GRADE, TYP AT SHORTER SPAN 7" 1'4' ..7" "'REINF FTG WITH 345 BARS, EACH WAY 4 FT 2'-6" BOTTOM SQ FTG 3"CLEAR COVER,TYP. 1 1/2" CLEAR,TYP. TYPICAL 16"xl6" TYP. 12"xl2" x V-0" SQUARE CONCRETE SQUARE PIER PIER REINF WITH: SIMILAR JANUARY 12, 2024 445 VERT AND ° #3 TIES AT 16"oc SUBSTITUTE PARALLEL STRAND LUMBER(PSL) 445 DOWELS TO FOR PWT LVL LAMINATED VENEER LUMBER `-" ° FOOTING° FRAMING rl G SEE SECTIONS FOR CHAMFER ADDITIONAL REINF KINLIN RUTHERFURD ARCHITECTS, PLLC 1 1/2" CORNERS INFORMATION 59 EAST 54TH STREET SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 16"x16" CONCRETE PIER PLAN VIEW n SECTION THROUGH PORCH 3/8" = 1'-011 rl co OCTOBER 27,2023 p PROPOSED FRAMING REVISIONS fl G r-1 i r J y JUNE 13, 2023 PERMIT SET r 0 SECTION THROUGH 0 PORCH U 2 C7 CU S2m2 PROJECT:P: 23024 Consulting Engineers, P.C. 1358 BOSTON POST ROAD POST OFFICE BOX 802 OLD SAYBROOK CONNECTICUT 06475 PHONE: 860 388 1224 GNCBENGINEERS.COM No. DESCRIPTION DATE ISSUED DRAWINGS NOTES: OF NSL11y SCURTjS r J'F 685 �FESSION�'�,. HAY HARBOR CLUB I ,_ _ PORCH_ROOF FRAMING _ 6-� 5/8"PLYWOOD I 11'-2 1/2"\�-V ROOF SHEATHING LRUZ FACE MOUNT RAFTER HANGER SLOPED UP x12 R RAFTER 2 OOF REFER TO NOTES woo ON S2.1 REVISION PER ARCHITECT: FISHERS ISLAND, NY I DROPPED PORCH EAVE BEAM REVISED TO BE.PUSHED UP TO FLUSH FRAME WITH RAFTERS (3)2x12 PT PORCH 5 1/4"SQ PSL POST EAVE BEAM POST CAP REVISE PORCH EAVE SECTION THROUGH SOUTH END BEAM n PORCH FLUSH FRAME EAVE BEAM REVISION DATE: DECEMBER 14,2023 SCALE: 1/2"= F-0" PROJECT NUMBER: P: 23024 DATE: DRAWN BY: RLB CHECKED BY: CCB SKSME CN fsens\GNCR051\2024 Local Rev"Projects\May 2024 RLB Local 23024 Hay Harhor Rtt 2023.m