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HomeMy WebLinkAbout48324-Z TOWN OF SOUTHOLD �O11 BUILDING DEPARTMENT TOWN CLERK'S OFFICE w „ SOUTHOLD, NY ,w9 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 #: 48324 Date: 9/22/2022 Permission is hereby granted to: Kinlin, Bruce 20 Sutton PI S Apt 18C New York, NY 10022 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: Halc on Ave. Fishers Island SCTM #473889 Sec/Block/Lot# 9.-12-2 Pursuant to application dated 7/13/2022_ and approved by the Building Inspector. To expire on 3/23/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $828.80 CO-ADDITION TO DWELLING $50.00 Total: $878.80 Building Inspector ofFo TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 p� - Telephone(631) 765-1802 Fax(631) 765-9502 litt s://^ w °.noxi l��m.o Icito +nii 1.)o Date Received APP11,1111 C u, 1 114 FOR BLI IIII 1,,IIDIN ' 1°3" , " K11 For Office Use Only � PERMIT NO. � Building Inspector: JUL 1 3 2022i Applications and forms must be filled out in their entirety.Incomplete BUH IDING DE applications will not be accepted. Where the Applicant is not the owner,an TOWN``i SOU.'. Owner's Authorization form(Page 2)shall be completed. Date:7/8/2022 OWNER(S)OF PROPERTY: Name:Bruce Kinlin & Elizabeth Rutherfurd Kinlin SCTM#1000-9_12_2 Project Address:498 Halcyon Avenue, Fishers Island, NY 06390 Phone#:917-747-1904 1 Email:bruce@kinlinrutherfurd.com Mailing Address:59 East 54th Street, Suite 92, New York, NY 10022 CONTACT PERSON: Name:Bruce Kinlin Mailing Address:59 East 54th Street, Suite 92, New York, NY 10022 Phone#:917-747-1904 Email:bruce@kinlinrutherfurd.com DESIGN PROFESSIONAL INFORMATION: Name:Bruce Kinlin Mailing address:59 East 54th Street, Suite 92, New York, NY 10022 Email: om bruce@kinlinrutherfurd.com Phone# 917-747-1904 bruce@klnllnrut CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure INAddition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes IiiiiiNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single family residence Intended use of property:Single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes JRNo IF YES, PROVIDE A COPY. ig Check l u x After Reading, The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Bruce D. tllICl ❑Authorized Agent @Owner Signature of Applicant: Date: 7111/2022 STATE OF NEW YORK) SS: i COUNTY OF a�0.L � ) V 1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, O 5 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 an ,fileAthr , application;that all statements contained in this application are true to the hest of his/her knowledge and that the work will be performed in the manner set forth in the application file therewith. STA YORK', Sworn before me this du�ig�Y��g�P�J wk r" R"k,(twAkSY6�' hd� day+of r.r 20 Notary Public "1"" ✓r)J" ,'Xy,Mw. s..T......iY ypY G1&° PROITirry ON�IIII�"�1° Il �� I' III n f (Where theapplicantis not the owner) 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 S„" cdo a 'a, �f3 a F U W F_ U SHEET DESCRIPTION rx APPROVED AS NOTED o A-001 TITLE SHEET CA •� - B.P•# x A-002 GENERAL NOTES �-1 FEE--9 :y. y BY A-020 SITE PLAN - EXISTING NOTIFY BUILDING DEPARTMENTAT A-021 SITE PLAN - PROPOSED 631-765-1802 8AMTO4PM FOR THE FOLLOWING INSPECTIONS: z 1. FOUNDATION-TWO REQUIRED A-030 DEMOLITION PLAN - BASEMENT FOR POURED CONCRETE N A-031 DEMOLITION PLAN - 1 ST FLOOR 2 ROUGH-FRAMING&PLUMBING o A-032 DEMOLITION PLAN - 2ND FLOOR a INSULATION A-033 DEMOLITION PLAN - ROOF 4. FINAL-CONSTRUCTION MUSTBE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE A-100 CONSTRUCTION PLAN - BASEMENT REOMEMENTS OFTHE CODES OF NEW A-101 CONSTRUCTION PLAN - 1ST FLOOR YORK STATE NOT RESPONSIBLE FORDESIGN OROONSTRUC7'ONERRORS A-102 CONSTRUCTION PLAN - 2ND FLOOR A-103 CONSTRUCTION PLAN - ROOF A-201 EXTERIOR ELEVATION - EAST A-202 EXTERIOR ELEVATION - NORTH A-203 EXTERIOR ELEVATION - WEST A-204 EXTERIOR ELEVATION - SOUTH A-400 CONSTRUCTION DETAILS A-401 BUILDING SECTION A-402 SCREENED PORCH SECTION A-501 WINDOW- SCHEDULES & TYPES A-510 EXTERIOR DOOR - SCHEDULE & TYPES E-101 ELECTRICAL PLAN - 1ST FLOOR P-101 PLUMBING RISER DIAGRAM S-100 FOOTING PLAN S-101 FRAMING PLAN - DECK FLOOR S-102 FRAMING PLAN - DECK ROOF S-103 FRAMING PLAN - ATTIC FLOOR S-104 FRAMING PLAN - ROOF PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE FISHERS ISLAND,NEW YORK 06390 SEP 19 91199 0- 7 KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 ARcy/� Pk�: RMITr'2m0ummR W [ rNN ' DS Rh� N0VAwE" ml0lrl*km' ® "y 2� 0 OF _ _ _ NGS TAX MAP NO . 1000 SECTION 9 BLOCK 12 LOT 2 N N 498 HALCYON AVENUE TITLE SHEET w N F FISHERS ISLAND, NY 06390 W x DISTRICT : R-80 A-®®j. PROJECT: 353 SHEET: N/A GENERAL NOTES CODE ANALYSIS a - TABLE 301 .2(1 ) 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 TYPE OF CONSTRUCTION: TYPE V u 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF DESIGN CRITERIA: PRESCRIPTIVE NEW YORK STATE. FRAMING MATERIAL: DOUGLAS FIR 2 GROUND SNOW WIND SPEED SEISMIC NEW TO DAMAGE FROM # DESIGN WINTER ICE BARRIER FLOOD LOAD (MPH) 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 THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK. THE WOOD CATEGORY DEPTH ¢ NEW YORK STATE. FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH 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. 25 140 B SEVERE 40" MIN. MODERATE / 15 -HEAVY NO (ZONE X) WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND SUBCONTRACTORS. SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. x 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SHALL COMPLY LATERAL FRAMING AND SHEAR CONNECTIONS: WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES INCLUDED. 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED TABLE 402.1 .2 x INSPECTIONS AND SIGN OFFS. UPLIFT CONNECTIONS: INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT r; ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.36 OR 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL 3.3 IN THE W.F.C.M. GLAZED WD. FRAME BASEMENT SLAB CRAWL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. CLIMATE FENESTRAT. SKYLIGHT CEILING MASS WALL FLOOR (R-VALUE SPACE WALL 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN ENGINEERED CONNECTOR, ZONE FENESTRAT. WALL WALL MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. (U-FACTOR) (U-FACTOR) (SHGC) (R-VALUE) (R-VALUE) (R-VALUE) (R-VALUE) (R-VALUE) & DEPTH) (R-VALUE) CONSTRUCTION NOTES RAFTER TOP PLATE CONNECTORS: 20 or SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE 4 0.32 0.55 0.40 49 13+5ci 8/13 19 10/13 10, 2FT 10/13 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF CONSTRUCTION SHALL CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, ANY FIRE DEPARTMENT INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE BUILDING RIDGE STRAPS: DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE REQUIREMENTS GIVEN IN CONNECTOR SPECIFICATION: TABLE 3.4 OF THE W.F.C.M. 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER OVERTURNING RESISTANCE: RIDGE SIMPSON LSTA 24 @ 16 O.C. FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED HIP RAFTER SIMPSON LSTA 24 @ 16 O.C. FASTENERS TO EACH POST. 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE CONTRACTOR SHALL BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS Q 6" O.C. MIN. U.O.N. 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 INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. FOR RESOLUTION. PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE RAFTER TO HEADER HTS 28 16 O.C. 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS NOT USUALLY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY LSAT 18 - 2.5 FT WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION ROOF SHEATHING: AND/OR SIMILAR DETAIL. 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 LSAT 30 - 3 FT 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" HEADER TO JACK STUD 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 MSTI 48 - 10 FT 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. WALL SHEATHING: MSTI 72 - 16 FT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS AND FINISHES SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE 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 2�4" LONG MIN. 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 ® 16 O.C. WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT PANEL EDGES AND 8" 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. 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 SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING PANELS CAN BE APPLIED PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN 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. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, VENDORS AND MATERIAL FLOOR JOIST BRIDGING: SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK AND SHALL BE RESPONSIBLE FOR BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. NAILING SCHEDULE: (FROM WFCM) ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS. 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 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. WOOD STUDS: ISSUED FOR PERMIT 07.08.22 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND EQUIPMENT, AND ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. INTERIOR WALLS, UNLESS RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER FOR ALL HANGING FIXTURES, BLINDS, ETC. NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. 1.2. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR TOP PLATES: CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST RECOMMENDATIONS. DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. THE DOUBLE PLATES SHALL 498 HALCYON AVENUE OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS FISHERS ISLAND,NEW YORK 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. 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. 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL MATERIALS AND BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND 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. 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 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING ALL PRODUCT STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. 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 159 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 6-16d PER 2 X 8 STUD NEW YORK,NEW YORK 10022 FAX:(775)582-1736 WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, HVAC DUCTWORK ECT. BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 3-16d (1,2) PER FOOT EXTERIOR DOOR TAG 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST 102 BLOCKING (FACE-NAILED) BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 0 ARC,y\ JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST �� GE O• kiti <(,'22. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST 01 SECTION REFERENCE , �� 0 BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. A211 P I w 102 WINDOW TAG BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END A4 �,� 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 m TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. ELEVATION TAG 029��' y0 x BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK SOF NES 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK BEING DONE. Q2 INTERIOR DOOR TAG 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 ® EXTERIOR ELEVATION GENERAL NOTES w JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST REVISION CLOUD a 4� 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 A-002 04 SHEET 02 INTERIOR ELEVATIONS 0 NOTES: PROJECT: 353 - FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING 03 SHEET: N/A a \\ N/F W �\ ALBERT H. GORDON / MERESTONE MERESTONE (FOUND) S 36003'30" E (FOUND) / ,®------- ----- ----- -- ----------- -------- ------ -------------- ------- -- -- -- w 206. 10 I N:1530.67 HEATHULIE AVENUE / Pool W:2241.01 \� (UNIMPROVED) ,�/ EQUIPMENT o / PAVED © /�' DRIVE I CONCRETE PATIO -'/ 3 �T STONE WALKWAY POOL \ EX. I O DECK = = I O N GATE GRAVEL j — i L0 DRIVE / I i "= METAL FENCE ————— 49 FISHERS ISLAND `� / \\\ EX, _ - - --- — � ' SARANAC LTD I I � ---------i / COVERE`D PORCH - - _- <, PARTNERSHIP I MERESTONE (FOUND) STONE WALKWAY � I ISSUED FOR PERMIT 07.08.22 N/F PAMELA C. KEENAN `�\ EXISTING IMPERVIOUS AREA AT ' \ HOUSE = 3873.7 SF 498 HALCYON AVENUE \ (INCLUDES STONE WALKWAYS, \ DECKING & BUILDING FOOTPRINT) I FISHERS ISLAND,NEW YORK 06390 \ Ln i O ,,\ N ` \ PAVED I L0 \, '\ DRIVE I (n \ ,\ � \ 22�20 , \ \ I KINLIN RUTHERFURD ARCHITECTS, PLLC MERESTONE 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 (FOUND) I NEW YORK,NEW YORK 10022 FAX:(775)582-1736 FiED ARC 123.02 ' i JOE �0 HEATHULIE AVENUE _ N: 1376.45 16 N/F \ N 26006' — W:2449.84 �I,n 0 W JAMES H. CARNEY \ R_ 2 Foy �4�a MERESTONE � . N (FOUND) THIS DRAWING IS BASED ON AN \, N ORIGINAL SITE SURVEY PRODUCED BY �,, SITE PLAN - CME ASSOCIATES ENGINEERING, LAND \ \ EXISTING w SURVEYING & ARCHITECTURE, PLLC � \ INE & POLES CIO N A-020 ` 0 01 SITE PLAN - EXISTING PROJECT: 353 SHEET: N/A U // N/F ALBERT H. GORDON U / u MERESTONE MERESTONE \�\ / (FOUND) (FOUND) S 36003'30" E / ,�---------------- -- -- ----------- ----------------------------------------- -- -- -- -------- 206. 10' -- -- 206. 10' � N:1530.67 W:2241.01 HEATHULIE AVENUE POOL / EQUIPMENT I a - (UNIMPROVED) C> / PAVED ; DRIVE CONCRETE PATIO CD / I EXISTING DECK POOL / \ LINE EX. - I O _ � I DECK --�-=-_-_'— O ' GATE GRAVEL / / _ =: i i Lo DRIVE / METAL FENCE Ool ' / / �,r� I 00 /i / NEW _- FISHERS FSLAND � `� `� ' N � � `� COVER�D�\ / r-,S A R A N A C LTD _— ---- � PORCH PARTNERSHIP I \\ I EX. COVERED � MERESTONE PORCH LINE (FOUND) ISSUED FOR PERMIT 07.08.22 N/F O 00 \ \ PAMELA C. KEENAN � �• \ \ PROPOSED IMPERVIOUS AREA AT HOUSE = 3872.6 SF (INCLUDES STONE WALKWAYS, 498 HALCYON AVENUE I \ DECKING & BUILDING FOOTPRINT) I FISHERS ISLAND,NEW YORK 06390 I `-\ 00 on `\ I ` \ PAVED on \ '\ DRIVE ; \ I \ ,\ 2592 \ I KINLIN RUTHERFURD ARCHITECTS, PLLC MERESTONE 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 (FOUND) I NEW YORK,NEW YORK 10022 FAX:(775)582-1736 A HEATHULIE AVENUE _ I N: 1376.45 N/ \ N 26-p 6,2 0 „ i W:2449.84 JAMES H. CARNEY �� W 029 \ MERESTONE FOF NE`s (FOUND) THIS DRAWING IS BASED ON AN \\, w ORIGINAL SITE SURVEY PRODUCED BY SITE PLAN - CME ASSOCIATES ENGINEERING, LAND \ \ PROPOSED w SURVEYING & ARCHITECTURE, PLLC POWER LINE - �\ \ & POLES CIO N A-02 :1 o O 1 SITE PLAN - PROPOSED PROJECT: 353 SHEET: N/A DEMOLITION LEGEND U W a H EXISTING WALLS TO REMAIN U W H _ EXISTING WALLS TO BE -DEMOLISHED d Q DEMOLITION NOTES w F 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN FIELD. N N O N EX. SCREENED PORCH \ ABOVE TO REMAIN EX. CRAWL SPACE EX. CRAWL SPACE EX. CRAWL SPACE — — — — REMOVE EX. PIER _ o ISSUED FOR PERMIT 07.08.22 EX. 498 HALCYON AVENUE BASEMENT REMOVE EX. PIER FISHERS ISLAND,NEW YORK 06390 ❑ ❑I REMOVE PORTION OF EX. — � DECK ABOVE EX. BULKHEAD LEEEX. DECK TO REMAIN EX. CRAWL SPACE \ KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 \ - - - - - DA ,O �� 029n� OF tVE� O M N N DEMOLITION PLAN - w N BASEMENT W w A-030 0 0 1 DEMOLITION PLAN - BASEMENT PROJECT: 353 N SHEET: N/A DEMOLITION LEGEND U W EXISTING WALLS TO REMAIN U W x u — — — EXISTING WALLS TO BE DEMOLISHED EX. BEDROOM DEMOLITION NOTES w 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN REMOVE EX. WINDOWS FIELD. 0 1'-113/4" N 7'-9Y4" 9" 1'-10" n e EX. DECK J IBATH REMOVE EX. PLUMBING O REMOVE EX. PLUMBING FIXTURES & MILLWORK — I--I FIXTURES & FINISHES DI1 I I I EX. BATH __ — I I EX. — — EX. BEDROOM I I N SCREENED EXISTING SCREENED PORCH — I PORCH TO REMAIN I EX. BEDROOM/ I I I I — — — — — I TV ROOM CLOSET II H A EX. LAUNDRY I I = I EX. I I g KITCHEN = 23/4 1'-O3/4" o 2'-6" 7'-0" 3'-9Y4" 1 REMOVE EX. SLIDING N DOORS RR mi\ J � � r� I - T- I-1 -1 r7 II L - - - - J u u I I I ��6y4" a-5Y4" REMOVE EX. STEPS I I I I I EX. COVERED I I I I PORCH 13'-103/4" 2'-103/4" I I I I EX. BREAKFAST �1 EX. FOYER AREA / '1 I I I � � I I-L_ _ �— I� ISSUED FOR PERMIT 07.08.22 I_I I � III 498 HALCYON AVENUE 17 IIREMOVE EX. SLIDING FISHERS ISLAND,NEW YORK 06390 III DOORS III - - - � REMOVE EX. WINDOW III ` co \ ( _ n EX. DINING EX. LIVING III M ROOM ROOM REMOVE EX. RAILING _ - - - - - - SII REMOVE EX. STEPS 13-01 IIIEl REMOVE EX. PORTION OF REMOVE EX. GAS COOKTOP, DECK OVENS AND MILLWORK I I II III I I I I N III REMOVE EX. SLIDING DOORS REMOVE EX.WINDOWS _ C I cOmi L _ _ KINLIN RUTHERFURD ARCHITECTS, PLLC � I o \ I n 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 REMOVE EX. WINDOWS 9'-'Y2" E��p ARC'yi JG, i��TF 029 y�2 M REMOVE EX. WINDOWS FOF NES X N f`1 w DEMOLITION PLAN - N w IST FLOOR W x A-031. 0 01 DEMOLITION PLAN - 1 ST FLOOR PROJECT: 353 N SHEET: N/A DEMOLITION LEGEND U a a EXISTING WALLS TO REMAIN H U W — EXISTING WALLS TO BE DEMOLISHED w DEMOLITION NOTES x x 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. EX. BEDROOM 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN N O III III EX. BEDROOM REMOVE & REPLACE EX. EX. BATH III WINDOWS EX. BATH EX. PORCH ROOF TO REMAIN EX. HALL EX. BATH EX. BATH REMOVE & REPLACE EX. WINDOWS ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE III FISHERS ISLAND,NEW YORK 06390 III . III EX. BEDROOM EX. BEDROOM REMOVE & REPLACE EX. () WINDOWS III \ REMOVE EX. WINDOWS & EXTERIOR WALL TO FINISH \ FLOOR I \ \ I I REMOVE & REPLACE EX. \ WINDOWS \ I KINLIN RUTHERFURD ARCHITECTS, PLLC L \ 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 \ \ REMOVE ROORTI ON OF EX. NEW YORK,NEW YORK 10022 FAX:(775)582-1736 PORCH� \ I - - - - - - - - - - - - - - - - - - - - � RED ARC F NE`s M X N N DEMOLITION PLAN - w V) ALL EXISTING SECOND 2ND FLOOR w FLOOR WALLS TO REMAIN. NO INTERIOR WORK ON SECOND FLOOR A-032 0 01 DEMOLITION PLAN - 2ND FLOOR PROJECT: 353 N SHEET: N/A DEMOLITION LEGEND U a a EXISTING WALLS TO REMAIN H U w H x EXISTING WALLS TO BE DEMOLISHED U C - - - w DEMOLITION NOTES x w x 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN w FIELD. �i 0 Q II I I I I I I I I I I I I I REPLACE EX. ROOF I I I I I I I I I I I I I I I I I I ISSUED FOR PERMIT 07.08.22 I I 498 HALCYON AVENUE I I FISHERS ISLAND,NEW YORK 06390 I I I I I I I I I I I I KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 BRED c 0 29 FOF NE`N M N N DEMOLITION PLAN - w H ROOF w w z A-033 0 0 1 DEMOLITION PLAN - R 1/4.4-0• OOF PROJECT: 353 N SHEET: N/A CONSTRUCTION LEGEND NN EXISTING WALLS TO REMAIN 111 NEW CONSTRUCTION AM CONSTRUCTION NOTES. 1. REFER TO SHEET A-002 \% Q 'NA WE ZZ'\" Ro X X 501 ma 4� NNE\% \. \\ Q, :\ .� �\ \\::,fir. \ \` \\\.;\ \ - LINE OF SCREENED PORCH R� R ABOVE N NN EX. CRAWL SPACE EX. CRAWL SPACE EX. CRAWL SPACE 1\ M' LINE OF COVERED PORCH ABOVE RN am PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE EX. BASEMENT FISHERS ISLAND,NEW YORK 06390 M x" g SZ m K 01 015\1\11 mml g gg& LQ-- EX. BULKHEAD �`\ \\\� \\ IN 7g, Ell El N \Q\ EX. CRAWL SPACE KINLIN RUTHERFORD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D ARO., ALIGN El 02 OF N F❑ F NEW 10"x10" CONCRETE CONSTRUCTION PLAN - PIERS (TYP.) BASEMENT w A A-100 0 01 CONSTRUCTION PLAN BASEMENT PROJECT: 353 N SHEET: N/A F 7 16'-OY2" CONSTRUCTION LEGEND 15-10" 1/A-204 u EXISTING WALLS TO REMAIN NEW CONSTRUCTION u EX. BEDROOM CONSTRUCTION NOTES 1. REFER TO SHEET A-002 15'-63/4 9'-53/4" 4'-7/l/2" 4'-7Y2" EQ CIL PANTRY Fl-1 1 L -il 36" REF/FR DW I x EX. DECK _4 D EX. BA 2 CL ' ®a MW 12'-3Y4" 0 22'-OY2" Lu F F llz� 0 0) Lu 00 < z EX. D w CD 1 0 SCREENED 0 I�OWDER EX. BEDROOM/ PORCH < 3'-6" ROOM TV ROOM -n X LI ' " EX. LAUNDRY 14-4 tt KITCHEN 'x 20'-4)/4" " 14'-6y2 3'-11)/4" 7PAll CL CL 'd- 7'-0" VHF EQ (COORDINATE W/ DEMO PLAN) EQ CN 6-1 4 < I FAMILY \ 77 0) mb ROOM � 0 EX. COVERED XUP V) PORCH - - 5< 0 0) EX. FOYER -H CL CL 00 2'-1 2'-11)"' 14'-7y2" 2 PERMIT RESPONSE 09.16.22 31'-9y4" ISSUED FOR PERMIT 07.08.22 X 04 Z 0 —i < 498 HALCYON AVENUE FISHERS ISLAND,NEW YORK 06390 EX. DECK 14'-11 4'-9y4" 12'-2" rj 6'-6" \\ \ \ ��\� 101 \\ `\�� -EX--BULKH-EAD— LIVING DINING TO BASEMENT M ROOM ROOM (102) 7'-2" IZ LINE OF SUPPORT BEAM ABOVE, REFER TO A.401 103 z z 0 CD \ 1 / \\\ O < < \ \ 1 / �� � \ \� - KINLIN RUTHERFORD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 -cN SCR) &ED' D A ;�ll f?o 12'-0" 7'-9y4" g'-o" 1'-7" P4E H- 1' 1'-5Y2' as COVERED PORCH cl N )29 rq CONSTRUCTION PLAN cn 00 -1mooIST FLOOR ce) < UP 0 7'-2 A-101 1/A-202 0 1 CONSTRUCTION PLAN 1 ST FLOOR PROJECT: 353 N (A 4 0)1 � ±32'-OY4" 19'-93/4" SHEET: N/A N 17'-5y4" CONSTRUCTION LEGEND EXISTING WALLS TO REMAIN u NEW CONSTRUCTION U CONSTRUCTION NOTES 1. REFER TO SHEET A-002 EX. BEDROOM 777 Z� '0 8'-ly2" g'-33/4" 14'-6y4" XL % CL X M -2 3' y4" 7'-7Y4" 8'-8" EX. BEDROOM 210 CL EX. BATH EX. BATH 00 209 �k 91- 9J/4" 4'_9" X, it CL 7'-7j/2" 19'-5" EX. HALL 771.El 00 EX. BATH - EX. PORCH ROOF TO CL REMAIN 10' 4" 'A CD EX. BATH CL CL CL Eol 4 ..A 9 r77.77777,,,, L ll�\777717771�\\\X PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 CIL 498 HALCYON AVENUE FISHERS ISLAND,NEW YORK 06390 EX. BEDROOM CIL EX. BEDROOM 206 O ' \\\`\\ t NEW ROOF OVER \\\ \\\���\� ` SCREENED PORCH 12'-534" 15'-4y4" \\ ;,;\ GUTTER 7- %� m 'K 0 7777 Hl 777-77\77777\7 -I T -1 T F__ -1 1 L J_ ------ 7- 7 KINLIN RUTHERFURD ARCHITECTS, PLLC _T LINE OF WALL BELOW -jLT 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 — NEW YORK,NEW YORK 10022 FAX:(775)582-1736 7 it -- T_ _ i Ti- i L L L T I ' ' -, I ­_F_ '- -I-- - I-- -- __ 1 7_. AF? It GUTTER ti j L I T NEW ROOF OVER COVERED PORCH t _7 T T Tj N 0 c*i __T -------- i-T _J F _T___T CONSTRUCTION PLAN T 1-7-- --I- 2ND FLOOR w -J _7 T --7 7- A-102 01 CONSTRUCTION PLAN - 2ND FLOOR PROJECT: 353 IN SHEET: N/A U CONSTRUCTION LEGEND . a a a H EXISTING WALLS TO REMAIN U W E� x U NEW CONSTRUCTION x w CONSTRUCTION NOTES x 1. REFER TO SHEET A-002 H a N N O N REPLACE ROOF ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE FISHERS ISLAND,NEW YORK 06390 KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 AR C� JpE q ki,I,G F 4 0294 y0� M OF IN N N w CONSTRUCTION PLAN - N HROOF W W x a A-103 O 1 CONSTRUCTION PLAN - ROOF I �/a•=�'-o• PROJECT: 353 N SHEET: N/A U W W P. E� U W U Q Q CL w w x E~ x a N N O N T.O. ROOF ELEV. 29'-6" - - — - - -- I ' III PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE Lr. T T L, FISHERS ISLAND,NEW YORK 06390 y I I II I I I - ! I- j i 'r I � I i L I II I , I i l ,1 I I I, jj I _ _ I L �T 1 L-L L-,1 I I I 1 I, 1 - ' I I i I I I I I I I I I I II I I I ! I I - - - - -- - - 2ND FLOOR SUB �-- �T-- I I I I I I I I I ! I � V. 9 1 1 ELEV. I _ I_I - _ ! I I I I I i I � I i I I I I L - , I I � � `7 i I I I I , I I i I I I I I - _ I � I I I �-I � -I I I I , ILL - t .. AJLr I I 1 I I I I I I 1 1 I- Ii�I f T - I f 7 I 1 I � r I j - I �i I I ! - -- -- - ------ KINLIN RUTHERFURD ARCHITECTS, PLLC i I I I I I I I I I I I I I I i I I i I I I I I I II - I L _ _ _ 59 EAST 54TH STREET SUITE 92 TEL:(21 2)695-2988 1-r _i - r! NEW YORK,NEW YORK 10022 FAX:(775)582-1736 I I I I I I I ! 1ST FLOOR SUB --.- - - I---- -�--I- ELEV. T-0 - - - -- - - - - -- ! i I 1 1 ARCR C ti � r GRADE ELEV. VARIES -- -- — - — ---- — -- -- �� �� <✓ �� z M �9T 0294 x F OF NE`N N N w EXTERIOR ELEVATION - N V' EAST W 04 W x A-20 :1 ° 01 EXTERIOR ELEVATION - EAST PROJECT: 353 1/4"=1'-0' SHEET: N/A U a w a. H U W F� • U d Q w x E~ a; a N N O N Q T.O. ROOF ELEV. 29r-6T, — - -- ------ - - ---- - - ------ -- - - PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE 1 17 i" J -- --- --- - - : 1 _rIL.�r-- I 1- _ TI l I FISHERS ISLAND,NEW YORK 06390 ill I I I i T T 1 T-T i l i- Ljl r - - -1 r T j 1 L i, l L I I ' T - - -T-,. 7 I -i 1 -- --r 2ND FLOOR SUB ELEV. 9'-11" UL I � , _ 1 i r I i I i I i I i TrL I I 1 r_ I I I 1 I - -r I I`_ r 1 l \ \ 1 , \ KINLIN RUTHERFURD ARCHITECTS, PLLC -L _ 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 Ii I i I I I I ; I I I r � 1ST FLOOR SUB - ELEV. 0 -0 -- -- - -- - - ---- - --- -- ---------- - - - --- — - - - - -- - - -- -- -- - - ��D ARC, GRADE G ELEV. VARIES j 029x1�Gti M X N N w EXTERIOR ELEVATION - N W NORTH W a d A-202 O 1 EXTERIOR ELEVATION - NORTH PROJECT: 353 SHEET: N/A U a W a H U W H U Q O r� W F- a z N N O (`J 0 T.O. ROOF ELEV. 29'-6" - - -- ---- - ---- - - -- - - i j PERMIT RESPONSE 09.16.22 _ f_ ISSUED FOR PERMIT 07.08.22 - - 498 HALCYON AVENUE ' -- , T -- - I rr -r--- ?` r i I � i i I FISHERS ISLAND,NEW YORK 06390 .,I I T- .J 11 '11 i i i I ' 1 `T `ii EDr TI LL _ i T rT I1 I i i i I I I • Y I FL I I - f1 ? Lj '-f- i L - Li_,i-- -,-I1- 1 ?II -i -� - 1X1 iLj1Ll 1 f � , [Ji - - - - - - T1-?- --- -1. ,L �'- _ _ ,i-L_'-I-.:-- _ �1._ 1- I`7 I�� -'�- i'- `rl li r r. ' � I I 1 � 2ND FLOOR SUB --- L �T ' I i i I I I 17-T , 11T 7-11 _ I i I � i - i KINLIN RUTHERFURD ARCHITECTS, PLLC i I L I � ! � I I-- I 1-- ,- � � j I 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 -- -- ---- --- f 1 T!- NEW YORK,NEW YORK 10022 FAX:(775)582-1736 1ST FLOOR SUB - - _ T 1 I -rl I i -- ------- -- - - ---- - - ----- - -- - ---- -- ------ -- �-- - - - - - --- - - --- - _ - -- - - ---- -- �- - T - - -- - - - -- - ELEV. 0'-0 - - -- - -- - -- - --- --- - - - -- - - -- - - -- --- - - - - �— - T- - 1 � I I ��e`�0 ARC'yi GRADE - - - ------ - - - ----- - Q�G %•�c) ELEV. (VARIES) ------ ------- - -- ------- - - - - - - - -- - --- --- -- -- ---- - ' 029�� M � FOFNEvN _X N N w EXTERIOR ELEVATION - N �- WEST W W x A-203 0 0 1 EXTERIOR ELEVATION - WEST PROJECT: 353 SHEET: N/A U a W G, H U W F- x U ¢ Q w a: w x E~ a a N N O N Q T.O. ROOF ELEV. 29'-6" I I 1 : ATI PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 I , I _ I i r! f 1 I ' I I- T 1i r 1 1 –! -li1 — 498 HALCYON AVENUE 1 FISHERS ISLAND,NEW YORK 06390 " T I I i I I i i i I I I I i I i I I r' - T_ I _- �iTl-� -? - `� 71' - -: -rpt T -L I I I I I - 2ND FLOOR SUB I I I I _ I ; ELEV. 9'-1 1 - t ' r i F � ? r T T- L I� -- r I i i I � - I 1T1 I j I I I I I 1 - - 1 r -T ! i -T r- -I r I I 1- II Li f I I I 11 I I I I - -- — - - - - - -_F --- L- T- l 1 ; KINLIN RUTHERFORD ARCHITECTS, P LLC I 59 EAST 54TH STREET,SUITE 92 TEL:(2 12)695-2988 i i NEW YORK,NEW YORK 10022 FAX:(775)582-1736 I 1ST FLOOR SUB _ _ - L 1 ,- ELEV. 0'-0 -- --- - f T 1 j y ARC I , I , I GRADE ELEV. VARIES r 02 M ATF OF tdEva x N N w EXTERIOR ELEVATION — N con W SOUTH w x cn a x A-204 ° 0 1 EXTERIOR ELEVATION - SOUTH PROJECT: 353 SHEET: N/A a 12" O.C. TYP a w H U T.O. FOUNDATION x U DRILLED #5 REBAR FOR CONNECTION AT EX. FOUNDATION DOUBLE STUD TOP PLATE w x ALIGN c4 N HEADER, COORDINATE SIZE WITH OPENING 0 (REFER BELOW) zQ - 4'-0 OPENING: (2)2x6 m _ I - 5-0 OPENING: (2)2x8 w w 1 - 6'-0 OPENING: (2)2x10 m - 7'-0 OPENING: (2)2x12 0 w I - <7'-0 OPENING: (2)14"x11g" LVL z J I � � I (n I z WINDOW R.O. (SEE PLANS) � f o I ' Lu m' I I I I I J I I I 2x4 STUDS AT 12" O.C. NEW EXISTING (EXTERIOR WALL ASSEMBLY) 6" B.O. FOOTING 03 TYP. CONNECTION AT EX. FOUNDATION OZ TYP. FRAMING DETAILS PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 TYP. WALL TYPES SINGLE LAYER 5/8" GYP. BD., EACH SIDE 498 HALCYON AVENUE 16" O.C. - 2x4 WD STUDS 16" O.C. W/ BATT INSUL. WALL 1 - PANELS SCREW ATTACHED FISHERS ISLAND,NEWYORK 06390 - JOINTS FINISHED SCALE: 1 1/2"=1'-0" 1 - PERIMETER CAULKED a PARTITION TYPE 1 IS TYP. - ALL UNTAGGED WALLS IN PLAN TO BE TYPE 1 - SINGLE LAYER 5/8" GYP. BD., EACH SIDE 16" O.C. - 2x6 WD STUDS 16" O.C. W/ BATT INSUL. WALL 2 - PANELS SCREW ATTACHED JOINTS FINISHED SCALE: 1 1/2"=1'-0" 2 - PERIMETER CAULKED - SINGLE LAYER 5/8" GYP. BD. 12" O.C. - 4" PLYWOOD WALL 3 - VAPOR BARRIER KINLIN RUTHERFURD ARCHITECTS, PLLC � I x - 2x6 WD STUDS 16 O.C. W/ BATT INSUL. SCALE: 1 1/2"=l'-0" - 3/4" PLYWOOD 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 SIDING TO MATCH EXISTING NEWYORK,NEWYORK 10022 FAX:(775)582-1736 PARTITION TYPE 3 IS TYP. EXT. WALL _ ASSEMBLY � R 0 NOTES: t 1. PROVIDE MOISTURE RESISTANT GYP. BD. IN ALL AREAS CONSIDERED WET (KITCHENS, BATHROOMS, LAUNDRY, ETC.) 2. PROVIDE APPROPRIATE SUB-SURFACE AT ALL TILED SURFACES. .1 029A y4 3. PROVIDE APPROPRIATE SUB-SURFACE AT ALL SURFACES TO RECEIVE PANELING, COORDINATE W/ MILLWORKER & ARCHITECT. FOF hE� N N w CONSTRUCTION N W DETAILS w x a O 1 TYP. WALL TYPES PROJECT: 353 A-400 SHEET: N/A a \\� U ', SLOPE: f1 TO 1 H *' PITCHED ROOF OVER EXISTING 2ND FLOOR, AS Q \� SPECIFIED (SEE STRUCTURAL) UNOCCUPIED ATTIC x a � N `•°' N O PATCH & REPAIR EXISTING EXTERIOR WALL FINISH I' AS NECESSARY I I I'. I I I EX. BEDROOM PATCH & REPAIR EXISTING EXTERIOR WALL FINISH AS NECESSARY I I 1 I I SLOPE: 1 TO 4 2x10 RAFTERS (SEE STRUCTURAL) I I 1 ROOF OVER COVERED PORCH, AS SPECIFIED I 2ND FLOOR SUB ELEV. 9T-1 1 n - - -- - - -- - -- -- - — - - - ----- -- --- - ---- - - I;I f. I.. I t; - I. P' 2x10 RIM JOIST G: f, I;I SHIMMING AS REQUIRED FOR EAVE FINISH I?, (, (3) l j%9}" LVL BEAMS AT LINE OF 2ND STORY II; EXTERIOR WALL EXTERIOR WALL ASSEMBLY, TO MATCH ADJACENT I' EXISTING (PATCH & REPAIR AS NECESSARY) t' P; FINISH FLOOR ASSEMBLY, TO MATCH EXISTING I, ADJACENT PATCH & REPAIR AS NECESSARY 1j"x11j" LVL RIM JOIST W/ PT 2x10 FLOOR JOISTS (' AT 16" O.C. I I LIVING ROOM COVERED 6x6 FINISHED POST BEYOND PERMIT RESPONSE 09.16.22 PORCH ISSUED FOR PERMIT 07.08.22 r II 1 BOLTED CONNECTIONS AT INTERIOR & EXTERIOR RIM f JOISTS I Y DECK AT COVERED PORCH, AS SPECIFIED 498 HALCYON AVENUE f. f f f PT 2x10 JOISTS ON SIMPSON JOIST HANGERS & FISHERS ISLAND,NEW YORK 06390 I (2)2x10 RIM JOIST (SEE STRUCTURAL) I — I I II I� I I I I 1 ST FLOOR SUB ALIGN ELEV. 0'-0" I WOODEN STAIRS, AS SPECIFIED _ T.O. DECK -_ _ - --- ---- -- - - - - -- -- ---- - ELEV. -0'-31„ - -- - - ----- - - 10' TYP. CONCRETE PIER & FOOTING BEYOND, SEE STRUCTURAL KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 GRADE NEW YORK,NEW YORK 10022 FAX:(775)582-1736 ELEV. VARIES - - - - -- - - - - -- - --- - - ---- CONCRETE GRADE BEAM WITH PIER & FOOTING FiEp ARC I I I j - - - - - -- BEYOND I - I EX. BASEMENT w - - - - - -- - - �c _ - I I I I it II i i ' l o 029 + �O`C I - CONCRETE FOUNDATION WALL & FOOTING, SEE - STRUCTURAL I I cq I N BUILDING SECTION I I I I I ! W --- - ---- - --- -I- r ---- = - - -= ---------- - EXISTING TO REMAIN ATC I ❑ (H H) I 2'-0" TYP. A-40:1 ° O 1 BUILDING SECTION PROJECT: 353 3/4'=1'-0' SHEET: N/A U U U z x O EXISTING HOUSE BEYOND EXISTING ROOF BEYOND SLOPE: ±1 TO 3 2ND FLOOR SUB V ELEV. 9'-11 " ROOF OVER SCREENED PORCH, AS SPECIFIED CUTTER 2x10 RIM JOIST (SEE STRUCTURAL) 200 RAFTERS (SEE STRUCTURAL) o LINE OF SCREEN cV H 6x6 FINISHED POST (TYP.) BEYOND to -1 SCREENED PERMIT RESPONSE 09.16.22 00 -H PORCH ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE FISHERS ISLAND,NEW YORK 06390 DECK AT SCREENED PORCH, AS SPECIFIED 0 x 1ST FLOOR SUB ELEV. 0'-0- STAINLESS STEEL CABLE RAIL (TYP) V T.O. DECK ELEV. —0'-3j" 200 PT JOISTS ON SIMPSON JOIST HANGERS (SEE STRUCTURAL) 2x12 PT RIM JOIST BOLTED TO 6x6 PT POST (3)2x12 BEAM (SEE STRUCTURAL) L 6x6 PT POST (SEE STRUCTURAL) KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92695-2988 GRADE NEW YORK,NEW YORK 10022 FAX:(775)582-1736 V ELEV. (VARIES) -------- ------ -- I i- I I � � ! Ld --- --- CONCRETE PIER & FOOTING BEYOND (SEE STRUCTURAL) V) (o Ll 0 ' 0 OF N cn L SCREENED PORCH T SECTION - ----------- --------- z A-402 01 SCREENED PORCH SECTION PROJECT: 353 SHEET: N/A WINDOW SCHEDULE U 1ST FLOOR a WINDOW# ROOM NAME WINDOW TYPE MANU. PRODUCT# WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN HARDWARE EXTERIOR CLADDING REMARKS H 101 LIVING ROOM A ANDERSEN 200 SERIES -2846 2'-7.5" 4'-5.5" - TYP. Y Y - - - 102 LIVING ROOM A ANDERSEN 200 SERIES-2846 2'-7.5" 4'-5.5" - TYP. Y Y - - - ¢ 103 LIVING ROOM A ANDERSEN 200 SERIES-2846 2'-7.5" 4'-5.5" - TYP. Y Y - - . Q 104 LIVING ROOM A ANDERSEN 200 SERIES-3060 2'-11.5" 5'-11.5" - TYP. Y Y - - _ w 105 LIVING ROOM A ANDERSEN 200 SERIES-3060 2'-11.5" 5'-11.5" - TYP. Y Y - - _ H _ � 106 DINING ROOM A ANDERSEN 200 SERIES-3060 2'-11.5" 5'-11.5" TYP. Y Y - - _ w 107 DINING ROOM A ANDERSEN 200 SERIES-3060 2'-11.5" 5'-11.5" - TYP. Y Y - - _ 108 DINING ROOM A ANDERSEN 200 SERIES-2460 2'-3.5" 5'-11.5" - TYP. Y Y - - _ N 109 DINING ROOM A ANDERSEN 200 SERIES-2460 2'-3.5" 5'-11.5" - TYP. Y Y - - - N O 1'10 DINING ROOM A ANDERSEN 200 SERIES-2460 2'-3.5" 5'-11.5" - TYP. Y Y - - - 1'11 KITCHEN A ANDERSEN 200 SERIES-2436 2'-3.5" T-5.5" - TYP. Y Y - - - 112 KITCHEN A ANDERSEN 200 SERIES-2436 2'-3.5" T-5.5" - TYP. Y Y - _ - 2ND FLOOR WINDOW# ROOM NAME WINDOW TYPE MANU. PRODUCT# WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN HARDWARE EXTERIOR CLADDING REMARKS 201 EX. BEDROOM A ANDERSEN 200 SERIES -2846 2'-7.5" 4'-5.5" - TYP. Y Y - - _ 202 EX. BEDROOM A ANDERSEN 200 SERIES-2846 2'-7.5" 4'-5.5" - TYP. Y Y - _ _ 203 EX. BEDROOM A ANDERSEN 200 SERIES-2846 2'-7.5" 4'-5.5" - TYP. Y Y - - - 204 EX. BEDROOM A ANDERSEN 200 SERIES-2846 2'-7.5" 4'-5.5" - TYP. Y Y - - 21D5 EX. BEDROOM B ANDERSEN 200 SERIES-2046 1'-11.5" 4'-5.5" - TYP. Y Y - - - 2D6 EX. BEDROOM A ANDERSEN 200 SERIES-3046 2'-11.5" 4'-5.5" - TYP. Y Y - - 207 EX. BEDROOM B ANDERSEN 200 SERIES-2046 11-11.5" 4'-5.5" - TYP. Y Y - - - 208 EX. BEDROOM B ANDERSEN 200 SERIES-2046 11-11.5" 4'-5.5" - TYP. Y Y - - - 209 EX. BEDROOM B ANDERSEN 200 SERIES-2046 1'-11.5" 4'-5.5" - TYP. Y Y - - - 210 EX. BEDROOM A ANDERSEN 200 SERIES-3046 2'-11.5" 4'-5.5" - TYP. Y Y - - - 211 EX. BEDROOM B ANDERSEN 200 SERIES-2046 1'-11.5" 4'-5.5" - TYP. Y Y - - - 212 EX. BEDROOM A ANDERSEN 200 SERIES-2846 2'-7.5" 4'-5.5" - TYP. Y Y - - - 213 EX. BEDROOM A ANDERSEN 200 SERIES-2846 2'-7.5" 4'-5.5" - TYP. Y Y - - - NOTES: 1. GC TO VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION PLAN 2. REFER TO SHEET A.501 FOR WINDOW TYPES PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE FISHERS ISLAND,NEW YORK 06390 REFER TO WINDOW SCHEDULE REFER TO WINDOW SCHEDULE - B � B � I II !I WW _ -- Lu U � U c U O O z z KINLIN RUTHERFURD ARCHITECTS, PLLC O ° 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 f- NEW YORK,NEW YORK 10022 FAX:(775)582-1736 W W LJ- L W W O ��R�,D ARchi jk 02g�$1; X �y N )E N N w WINDOW - N wDOUBLE 4UNG PANEINDOW DOUBLE HUNG SCHEDULES & TYPES w - OPERABLE - OPERABLE NOTES: x A-501 ° 01 WINDOW TYPES PROJECT: 353 1. REFER TO A.501 WINDOW SCHEDULES FOR DIMENSIONS AND OTHER RELEVANT INFORMATION 3/4'=i'-o' 2. REFER TO CONSTRUCTION PLANS FOR LOCATION SHEET: N/A EXTERIOR DOOR SCHEDULE p.., 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 H 400 SERIES - U 101 LIVING ROM B ANDERSEN FRENCHWOOD 6'-0" 7'-2" - TYP. N Y d400 SERIES- 102 DINING ROOM A ANDERSEN 3'-0" 7'-2" - TYP. N Y - . q FRENCHWOOD - - 400 SERIES- w 103 DINING ROOM A ANDERSEN FRENCHWOOD T-0" 7'-2" - TYP. N 400 SERIES- 104 DINING ROOM A ANDERSEN FRENCHWOOD 3'-0" T-2" - TYP. N Y - _ _ 105 KITCHEN C ANDERSEN MULTIGLIDE 12'-0" 7'-2" - TYP. N Y - - 4 SLIDERS z 400 SERIES- 106 KITCHEN A ANDERSEN FRENCHWOOD 2'-10" 7'-2" - TYP. N Y - - _ N N 107 FAMILY ROOM C ANDERSEN MULTIGLIDE 12'-0" 7'-2" - TYP. N Y - - 4 SLIDERS 2ND 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 N/A - - - - - - - - - NOTES: 1. GC TO VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION PLAN 2. REFER TO SHEET A.510 FOR EXTERIOR DOOR TYPES PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 REFER TO REFER TO EXT. DOOR SCHEDULE REFER TO EXT. DOOR SCHEDULE EXT. DOOR SCHEDULE 498 HALCYON AVENUE / FISHERS ISLAND,NEW YORK 06390 LJ DD � 0 / \ 0 / UU U (n (10 c1r) O O O O C) C) ~ ~ \ / \ X X X w w w O0 O0 \ / O \ Of [if \ / w \ w LL. ` w Lli w \ / \ KINLIN RUTHERFURD ARCHITECTS, PLLC \ / \ 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 AR �C) sk lk M y 029 �1 y0� CB A TF 0 OF NES N N W EXTERIOR DOOR - v� SLIDING DOOR DOUBLE SWING DOOR SWING DOOR w - GLAZED - GLAZED - GLAZED SCHEDULE & TYPES w r� a NOTES: ln� A-51.0 'IEXTERIOR DOOR TYPES PROJECT: 353. REFER TO A.510 EXTERIOR DOOR SCHEDULES FOR DIMENSIONS AND OTHER RELEVANT INFORMATION O 1 3/4•=,-o• 2. REFER TO CONSTRUCTION PLANS FOR SWING DIRECTION & LOCATION SHEET: N/A ELECTRICAL LEGEND U ` \ F- EXISTING WALLS TO REMAIN U WH_ to WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE ® WATERPROOF RECESSED LIGHT FIXTURE EX. BEDROOM + SURFACE MOUNTED LIGHT FIXTURE w UNDER CABINET STRIP LIGHT x INTERCOM $ SWITCHx z $D DIMMER SWITCH x $3 3—WAY SWITCH 0 N Q $3D 3—WAY DIMMER SWITCH ... DOOR OPERATED SWITCH I �M D FI 1 bW .I 1`11 REF/FR DUPLEX RECEPTACLE I DECK __ _ —_ __ 1 —_ _ W.P. WATERPROOF DUPLEX RECEPTACLE xl (BELOW) i SWITCHED DUPLEX RECEPTACLE � � OUTLET, ONE SIDE ONLY / J J i GROUNDED FAULT RECEPTACLE OUTLET —= QUADRUPLEX RECEPTACLE EX. B II F—=+ —_ -- GFI II II 1 1 1 0 FLOOR RECEPTACLE 11 MW I REF l b TELEPHONE/DATA HOOD ! I O TELEVISION GFI I I RANGE I Ir-- I I ® EXHAUST FAN F_ I �1 — EX. BEDROOM/ 11 I I EX. _ o THERMOSTAT I p l W 11 TV ROOM I I I SCREENED `I I ILL _J P DE �I----I---J -------- I�--�—� I PORCH �`—>� OOM GFI II I 1 �M SMOKE/CARBON MONOXIDE DETECTOR II L-----J EX. LAUNDRY 11 DOORBELL 8 L J KITCHEN HE FIXTURE FITTED WITH A HIGH—EFFICACY LAMP N ° IL ELECTRICAL NOTES ` I FAMILY ` L——————— ROOM 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. \ WINE 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER SWITCHES ARE TO BE "DIVA" SWITCHES WITH NO NIGHTLIGHT. EX. COVERED 3. ARC—FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED �M PORCH AS GFI. (BELOW) I \ EX. FOYER 4. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS BAR I OTHERWISE NOTED. I 1 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE — SECTION R313.1 REQUIREMENTS. ALL SMOKE DETECTORS D AND HEAT DETECTORS TO BE HARD—WIRED WITH BATTERY BACKUP r' AND INTERCONNECTED. REVIEW ALL LOCATIONS WITH ARCHITECT ISSUED FOR PERMIT 07.08.22 \ / ❑ PRIOR TO INSTALLATION. 6. CARBON MONOXIDE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE — SECTION R313.4 REQUIREMENTS. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 498 HALCYON AVENUE \y 7. ELECTRICAL INSTALLATION TO BE DESIGN—BUILD BY A LICENSED FISHERS ISLAND,NEW YORK 06390 CONTRACTOR. 8. CONTRACTOR TO LAYOUT ON SUB-FLOOR AND COORDINATE ALL NEW FRAMING WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT SHOULD BE IDENTIFIED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMPLETION OF FRAMING. 9. EXISTING ELECTRICAL PANEL TO REMAIN LIVING DINING ROOM I \1 ROOM i SCREENED PORCH KINLIN RUTHERFURD ARCHITECTS, PLLC R 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 ----- NEW YORK,NEW YORK 10022 FAX.(775)582-1736 COVERED PORCH (BELOW) ,y 029�a1�Qre �. TF OF NES ua ELECTRICAL PLAN - F" 1ST FLOOR ua ua " �a E-1.01. 01 ELECTRICAL PLAN - 1 ST FLOOR PROJECT: 353 1/4---f-o- N SHEET: N/A U a a G, F� U W F� x U Q c w c4 m Ix a N N O rl I I I I I I J T.O. RIDGE Ji'LEXISTING VENT LEXISTING VENT LEGEND (PLUMBING & GAS) I I 0 0 0 ' I I I I � TUB / SHOWER ATTIC I I REFRIGERATOR ISSUED FOR PERMIT 07.08.22 I � I � I > I > I TOILET 10 0 N o i 0 498 HALCYON AVENUE Iwma Ix < Ld FISHERS ISLAND,NEW YORK 06390 I Ile Q 100 LAVATORY DISH WASHER I � V) c/) IZ IZ Iz IZ o) I WASHING 2ND FLOOR I I MACHINE I KITCHEN I SINK POWDER ROOM I ___ ---- �— WASTE LINE I I I I DRYER I I I I SUPPLY LINE I I I I J L VENT 2„1 1�„ 1�„i 1�„I I � I I I 1 „ KINLIN RUTHERFURD ARCHITECTS, PLLC 1ST FLOOR NOTES 4” 3” 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 1. DO NOT SCALE FROM THIS DRAWING. NEW YORK,NEW YORK 10022 FAX:(775)582-1736 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 4„ BUILDING CODE OF THE TOWN OF SOUTHHOLD. _ 4” 3. ALL CERTIFICATES, PERMITS OR OTHER REQUIREMENTS R [0) ARC SHALL BE PAID FOR AND OBTAINED. F.A. 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE JG SUBMITTING BID. `� ( �2 :�A 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO THE OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6. HORIZONTAL DRAIN PITCH TO BE BETWEEN J" & PER 2, FOOT. �.9T 0294$ y0 7. SPACING BETWEEN CLEANOUTS SHALL NOT EXCEED 50'. SOF t40 x BASEMENT 8. WORK TO BE GUARANTEED FOR A PERIOD OF (1) YEAR N ESUBSTANTIAL ACOMPLETION. 9. ALLHOTANDCOD WATER LINTO HAVE SHUT OFF N C.O. VALVES. PLUMBING RISER ICT� DIAGRAM W un W x P-10 1 0 01 PLUMBING RISER DIAGRAM PROJECT: 353 ws SHEET: N/A STRUCTURAL LEGEND a - - - - - FOOTING w ik' \ \ FOUNDATION WALL u % x INDICATES LOCATION OF COLUMN/POST w \\ TIMBER FRAMING NOTES x z 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER a (POSTS AND RAFTERS) 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: Fb= 2850 psi O \ \\ \ 55 E =1.9X10 psi / 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS / NOTED OTHERWISE \ - - - - - - � ERWISE \,7 \ CONCRETE PROPERTIES NOTES 1. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI, 28 DAY COMPRESSIVE STRENGTH AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO \ WEATHER A 011 ,' \ \\ \\ STI •,, �� F UNDAT(ON- \\: F UNG \ \ Tp R KtAI T�'R=, \ / \ \\TO EMI \ \ / C SPACE) / \ \ \\\ \ \. �. \\ \ \ PERMITRESPONSE / �....\ 09.16.22 ISSUED FOR PERMIT 07.08.22 EX TI G \ / / / F O NDA AIN \ / 498 HALCYON AVENUE / \\' FISHERS ISLAND,NEW YORK 06390 5-1y2" VIF 6'-3y2" Ir \ ,M. NN \: IKH1 ,� \\\\\\ 511 � �� ;\ �\ ��� � •\"' \ �\ �' \ � \\ \; � \\ .� \\\\ \.. \:\ \\\ \" ;.\\ \\> cam\ \ \ � \ #5 HORIZONTAL REBAR DOWELS DRILLED INTO EX. FOUNDATION FOR CONNECTION1 / \\ AT NEW CONCRETE FOUNDATION I I / �Xy TI FOUNUt�T10 \ 18'-8y2" OlAf�EMAI SO ELEV. TO BE VA.F.TOP OF FOUNDATION WALL xz \\ \ C W SPAC KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW FOOTING BELOW -I \ NEW YORK,NEW YORK 10022 FAX:(775)582-1736 24" W X 12" D \ \ \ \ \ \ '\`\\ \ \ \\ \ TOP TO E V.I.F. \ \�\.\� \� \��,\:\° \ \\\\' \\- El TOP OF PIER 2'-0" (TYP.) to 0 4" N NEW FOOTING BELOW NEW CONCRETE PIER —{ 24" SQ. X 12" D (TYP.) (r� 20 A$'�� (,Q� —1 29 10" x 10" (TYP.) Of~ NES v I NN d NN _ FOOTING PLAN " 12'-5Y2" 6'-71/2" c o H I 10" (TYP.) "� 5'-10Y2" 6'-9" EQ EQ ¢ w S-100 NEw 01 FOOTING PLAN PROJECT: 353 CONCRETE GRADE BEAM N SHEET: N/A STRUCTURAL LEGEND a FOOTING v H e x — FOUNDATION WALL U Q X INDICATES LOCATION OF COLUMN/POST EXISTING DECK FRAMING x / TIMBER FRAMING NOTES H 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: Fb= 2600 psi o Fv= 285 psi © / 1 3. ALL POSTS TO I BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE CONCRETE PROPERTIES NOTES / 1. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI, 28 DAY COMPRESSIVE STRENGTH AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER 8 / EXISTING PORCH FRAMING I j � I EXISTING PORCH FRAMING I I PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 N I cq00 Y 498 HALCYON AVENUE I FISHERS ISLAND,NEW YORK 06390 / PT 2x12 RIM JOIST, BOLTED TO PT j / I 6x6 POSTS (TYP.) 1 / I I / (3) PT 2x12 ATTACHED TO PT 6x6 / POST BY SIMPSON BC6 I I - PRESSURE TREATED 2x10 RIM JOIST BOLTED TO PRESSURE TREATED 04 POST (TWO 3z"THROUGH BOLTS). POST SET ON 6" i ci CONCRETE PIER WITH SIMPSON AB44 POST BASE 1V' X 11%" LVL RIM JOIST o ' < \ KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 / NEW YORK,NEW YORK 10022 FAX:(775)582-1736 j \ L --- ---- --- --- --- --- --- --- ---- --- ---- -- BOLTED CONNECTION BETWEEN �+ INTERIOR & EXTERIOR FRAMING o \` OFc 9T \ , �F�D AF�CyJ Tr O \ N ` A (2) PT 200 RIM JOIST o y - x Lj04 0 F- IL rn TF OF NEV, N SIMPSON SUR/L210 SKEWED N HANGERS (TYP.) ; FRAMING PLAN - W \ % DECK FLOOR S-101 ° 0 1 DECK FRAMING PLAN PROJECT: 353 I 1/4'=1'-0" N SHEET: N/A STRUCTURAL LEGEND U P, v / / - - - - - FOOTING w ' = FOUNDATION WALL x / X INDICATES LOCATION OF COLUMN/POST w M TIMBER FRAMING NOTES 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER z (POSTS AND RAFTERS) 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: N Fb= 2600 psi o Fv= 285 psi O E =1.9X10 psi 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE / CONCRETE PROPERTIES NOTES j 1. FOOTING AND FOUNDATION WALL CONCRETE SHALL / ACHIEVE 3000 PSI, 28 DAY COMPRESSIVE STRENGTH AND / SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER / / CL S � c s / / CL S T E OS T EXISTING PORCH FRAMING PERMIT RESPONSE 09.16.22 ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE FISHERS ISLAND,NEW YORK 06390 0 / E D 0 2x10 RIM JOIST 2x10 RIDGE BEAMS (TYP.) / RIM JOIST ON 6x6 POST BELOW LINE OF WALLS BELOW = N I 2x10 RIM JOIST �w Q� / KINLIN RUTHERFURD ARCHITECTS, PLLC j cv j 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 -- --- --- --- --- - a�D ARCS/T r 029�a �O M F OF NES x r rL !r� N w / / N FRAMING PLAN - RIM JOIST ON 6x6 POST BELOW / w DECK ROOF w x a w ¢ r Z S-102 ° 0 1 FRAMING PLAN - DECK ROOF PROJECT: 353 N SHEET: N/A i STRUCTURAL LEGEND U I a t� I - - - - - FOOTING U i HI x r FOUNDATION WALL U t� I ¢ i x INDICATES LOCATION OF COLUMN/POST w n; w x TIMBER FRAMING NOTES 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER a (POSTS AND RAFTERS) 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: Fb= 2600 psi o Fv= 285 psi © ! E =1.9X10 psi j 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS i NOTED OTHERWISE CONCRETE PROPERTIES NOTES 1. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI, 28 DAY COMPRESSIVE STRENGTH AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER I I i i i I i i i i i i PT 2"W@16" O.C. I ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE �j FISHERS ISLAND,NEW YORK 06390 O 71s t0 X N )ya I ILA i KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 D At? 029 $1 y0� x OF NES N w FRAMING PLAN - N �. ATTIC FLOOR w w x a S-103 0 01 FRAMING PLAN - ATTIC FLOOR 1/a•=1'-0• PROJECT: 353 N SHEET: N/A i - i STRUCTURAL LEGEND U � — — — — — FOOTING H w � FOUNDATION WALL U x INDICATES LOCATION OF COLUMN/POST xi TIMBER FRAMING NOTES _ H i 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: Fb= 2600 psi o Fv= 285 psi E =1.9X10 psi 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE i i CONCRETE PROPERTIES NOTES 1. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI, 28 DAY COMPRESSIVE STRENGTH AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER I i i I I I PT 2"X12" RAFTERS ®16" O.C. i I i 1-3/4" x 16" LVL RIDGE BOARD ISSUED FOR PERMIT 07.08.22 498 HALCYON AVENUE FISHERS ISLAND,NEW YORK 06390 i Lu Lu U O C-4 X N F- a KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 4 �ED ARcy�T m 2 � M' �y�p 029 yn� M F OF N' N N FRAMING PLAN - w W ROOF W x S-104 o O 1 FRAMING PLAN - ROOF PROJECT: 353 N SHEET: N/A