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HomeMy WebLinkAbout41578-Z o�g�FFOl�co� Town of Southold 3/22/2019 0 P.O.Box 1179 W• 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40277 Date: 3/22/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Greenwood Rd,Fishers Island SCTM#: 473889 Sec/Block/Lot: 12.-1-13.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/24/2017 pursuant to which Building Permit No. 41578 dated 4/28/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS AND ADDITIONS INCLUDING SCREENED PORCH AND DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Woolston,Joseph of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41578 09-13-2018 PLUMBERS CERTIFICATION DATED 4 Autho ' ed Signature o�Su oLco TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . 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#: 41578 Date: 4/28/2017 Permission is hereby granted to: Woolston, Joseph 48 Andrews Rd Guilford, CT 06437 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: Greenwood Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 12.-1-13.7 Pursuant to application dated 4/24/2017 and approved by the Building Inspector. To expire on 10/28/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $555.20 CO -ALTERATION TO DWELLING $50.00 Total: $605.20 9 Buil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 4 118 20 I? New Construction: Old or Pre-existing Building: (check one) Location of Property: G?Z EE N w0l??d ►e0 t*d House No. Street Hamlet Owner or Owners of Property: _5 A KA A . &- JO SEn L• V460 LS TO`N Suffolk County Tax Map No 1000, Section 012- Block 1 Lot 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V1 (check one) Fee Submitted: $ S 0. 0 pp cant Signature pF SOUTH®! Town Hall Annex Telephone(631)765-1802 54375 Main Road CO- Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 �® yO roper.riche rt(d�town.south old.ny.us �ycoun�v,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Woolston Address: Greenwood Rd City: Fishers Island St: New York Zip: 6390 Building Permit#. 41578 Section 12 Block. 1 Lot: 137 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TPI Electric License No: 33396-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 60 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 13 Smoke Detectors 6 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 23 CO Detectors Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances E49 Dryer Recpt 30aEmergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 8-paddle fans, 1-exhaust fan, 1-bath fan,1-range hood, 3-combination smoke/co detectors,5-ARC fault circuit breakers Notes: Inspector Signature: Date: September 13 2018 81-Cert Electrical Compliance Form.xls z, Q� ' kI �/ F SOUlyolo - cou 10c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION IST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [1,14RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: dwe dr a el, DATE , INSPECTOR2�� , �a If SO(/l�O I # TOWN OF SOUTHOLD BUILDING DEPT. Coumv,, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL AT ON [ ] CAULKING REMARKS: X.-I Ge own ov e • oe/r OFF r DATE INSPECTOR a0F SOUL # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0 pt DATE .t Z,0,4;AIINSPECTOR 2?���.�161� " i 7 . 1 ' 4� c k• eg y r, .y j�a r-�----•- ems... � _�-_.�.. ,. _ Ir4 -ate �. ir !J�47 I 4 MnHnRutherfurd March 19, 2019 D y MAR 1 9 2019 Michael J.Verity Building Department ,, T. Town Hall 53095 Main Road Southold, NY, 11971 Dear Mr.Verity, This letter is to let you know that I visited and inspected the Wolston project, permit#41578, during the period of construction. I certify that the framing was completed as designed and meets code requirements. Please see the attached structural drawing.Also, strapping was inspected and meets requirements.The caulking, including fire caulking,was inspected and meets code requirements. If you need any further information, please let me know. Submittals include: Updated exterior elevations that show screen porch area with solid lower wall. Structural drawing p AST Sincerely, S f 029 0 Bruce D. Kinlin, Al '9 SOF Registered New York License#: 029481 KinlinRutherfurd Telephone Architects, PLLC 212 695 2988 330 West 88€.h Street Telefax Suite 1006, 775582 1736 New York, NY 10018 isifo@KinlinRutherfurrl.com _J / l y � � t r STATE •G;Y CIODF, d4i i MEMO IF WPAK- i — im Mils. ,'rw.rw TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 2 Survey SoutholdTown.NorthFork.net PERMIT NO. I Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved 120 Mail to: Disapproved a/c Phone: Expiration ,20 D [EQE0V[E Building Inspector APR 2 4 209 V PLICATION FOR BUILDING PERMIT Date APRIL 1 $ 2017 BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTH a. This application MUSfib e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. , d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. 1 (Signature of ap licant or name,if a corporation) 330 W 39)r" ST., #1006 NY,NY 10019 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder �9WITF.CT Name of owner of premises A RA A. 9­ J 05-EPH L. W 00LST0� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: &REENWOOD RDAP F1!5NQS ISLkNO House Number Street Hamlet County Tax Map No. 1000 Section 0 12 Block 1 Lot 3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESlDENGE b. Intended use and occupancy SINGLE FAM 1 L-Y RES 1 P N GE 3. Nature of work(check which applicable):New Building Addition Alteration�� Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units l Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front '371411 Rear �� 4'" Depth `t-0' 1" Height 31 1 V, Number of Stories 2 Dimensions of same structure with alterations or additions: Front S`f'�O" Rear Depth 9-d ' I" Height 31 I $11 Number of Stories 2- 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 1 (0 3 Rear 17`t'-15, Depth SE 61 4.22' N Eq 1.ci1` 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 91-40 0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO %/Will excess fill be removed from premises?YES NO v/ 14.Names of Owner of premises Address Phone No. Name of Architect SRULE P. 1C1N L I N Address 3WV�1 > �� c 1006 Phone No 2I2- 6q5,- 29 be Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) S IZu of D. K I N L-l N being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the /At?LH ITE GT (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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this l g day of Pt o Y%1 20_Q__Q�' (' YA MING ZHAO Notary Public C-STATE OF NEWYORK Signature of Applicant No.01ZH6343420 Qualified In New York County My Commission Expires 06-13-2020 Scott A. Russell �°su Ir S'7C'O]Eb.l��J WA-XIER SUPERVISOR NT G �T � � l��l[A\lam A\G)EI��IUEl�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE )FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑[If A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ' ❑[v]�B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ff affD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ISE. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[vj F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) $.C.T.M. #: 1000 Date p �1 Dutrtct /j NAME. P9UC-E D. k►NLIN C-R 012 �,1 1 '_1 / �� r Section Block Lot Q Q QQ **** FOR BUILDIN&DEPARTMENT USE ONLY**** Contact Information 212 b q57- 2 Iy V �l v frekpiwne Num6eri \ yr Reviewed By: 7 Nre77`J` l - - - - - - - Date_ — Property Address /Location of Construction Work: — — — — — G2EEN W Dip ROfFD Approved for processing Building Permit. Stormwater Management Control Plan Not Required. pt S HEp s 1 s LAND , NY Stormwater Management Control Plan is Required El (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 1197170959 Telephone (631) 765-1802 - FAX(631),765-Q502 roger.richertCcD-town.southold.mus APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date. &Vo Z8 Company Name: ::Z? Name: :T'Oft 'A 1,4^/0 License No.: email: Address: ( -Phone No.: JOB SITE INFORMATION: (All Information Required) Name: weo 15 i oN Address: 2 R-P— N Uc 61 kW Cross Street: Pad Phone No.: Bldg.Permit#: z//5-7,4S email: ,Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) yle61�1 td,/'&1ZtX_4 i4ff- /t/W ( /0- 1A) A�ALS­P_ a411 D�� ?14sz7;,,r 44L Circle,All That Apply: Is job ready for inspection?: YES NO Rough`In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size I Ph 3P Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground round -Overhead Underground Laterals 1 2 H Frame Pole, Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION D J� 82-Request for Inspection Form.xis KinflnRuthverfurd April 21,2017 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, We are pleased to submit this application for the Woolston Renovation/Addition,located on Greenwood Road on Fishers Island, NY(Tax Map 1000,Section 12, Block 1, Lot 13.7). Enclosed for your review are 4 sets of Architectural drawings prepared by KRA,the Application for Building Permit,the Application for the Certificate of Occupancy and the corresponding$50 check,the Stormwater Management Work Sheet and also a blank check to cover the required fees. If you have any questions, or need any additional information,please don't hesitate to give me a call. Sincerely, 1 Bruce D. Kinlin,AIA ;Girt€rrtii�rtltc3t°sr.3rc9 Tr�I��;att�rt� Ai chitects, P 9_C 212 695 2988 330 West 360th Street Telefax Siff TQ 1005 775 5S2 1736 New York, NY 10018 ir0;tC Etinii t��atltc�ratsres.c�rt� TRANSMITTAL Project: 267(Woolston) We are sending the following: Re: Permit Amendment Application ❑ Drawings To: Southold Building Department ❑ Shop Drawings Town Hall ❑ Specifications Attn.Connie Bunch ❑ Samples 53095 Main Road ® check Southold, NY 11971-0959 cc: Via: ® FedEX ❑ Fax ❑ US Mail From: Megdlin Clay ❑ Messenger Date: 01/02/2018 ❑ QTY DATE DESCRIPTION 1 01-02-18 Check for Amendment to Orginal Permit Dear Michael, Enclosed(1)$160 check made out to Town of Southhold for the Woolston Residence Amendment application(Original Permit#41578). Thank you. l� Best Regards, Meg D � D JAN CJ 'r®'WN OF 56oLl) iliC's;t_'�75,}' ;.jj„„._� g 330 Wer,"- '�..Fkh 51 T>. 8i35: i i ]J�w N vel I-,b"t., E. .o U W W cl. H U W H x U Q ° CALCULATION FOR FRONT YARD BUILDING SETBACK W, W GREENWOOD ROAD "FRONT YARD SHALL BE THE AVERAGE SETBACK OF THE EXISTING BUILDINGS WITHIN 300 FEET OF THE PROPOSED BUILDING ON THE SAME SIDE OF THE z STREET WITHIN THE SAME DISTRICT". z 21 .9' + 27.9' + 28' + 34.75' = 112.5' — 112.5/4 = 28' 0 N NEW CURB CUT FOR DRIVEWAY S95.01 W6012.34 N42'07'W 163.00' SIDEWALK 0 GRAVEL I DRIVEWAY 00 N RECONSTRUCT ORIGINAL STEPS IN ORIGINAL LOCATION, WHICH ALIGNS WITH STEPS OF ADJACENT HOUSES C I z (J� 113o • N \ - - - - - - -1 rocL ci 0 15 -0 � uo J U� oo 10'—0" I /' I� Lo C (n WOOLSTON HOUSE GREENWOOD ROAD D / FISHERS ISLAND,NEW YORK 06390 'a RENOVATED .:• ���,a.,���%Ct; �'� DECK C14Un r% :. C2�1. •�� KINILIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 S43°06'E 174.25' PROPOSED cn X N N w SITE PLAN N THIS DRAWING IS BASED ON AN ORIGINAL SITE SURVEY PRODUCED BY CME ASSOCIATES ENGINEERING, LAND z SURVEYING & ARCHITECTURE, PLLC 021/8. = 11-0.PROPOSED SITE PLAN 3 A-02 :1 PROJECT: 267 SH EET: N/A QA SHEET DESCRIPTION a AP's 0 V ED AS x'10 T ED U A001 TITLE SHEET A002 GENERAL NOTES DATE:il—ii- iB.P.#--41—`:�� x 2 U FFA` .�.�, 0...�-.�..�. Q`✓: ¢ A020 SITE PLAN - EXISTING P:7Til Y BUILDING DEPARTMENT AT 9 765-1802 8 AM TO 4 Ptd9 FOR THE A021 SITE PLAN - PROPOSED FOLLOWING 1NSPECTIONS: 1. FOUNDATION - TWO REQUIRED A030 DEMOLITION PLAN - BASEMENT FOR POURE;O CONCRETE � A031 DEMOLITION PLAN - FIRST FLOOR 2. ROUGH - FRAM!!NG & PLUMBING � A032 DEMOLITION PLAN - SECOND FLOOR 3. INSULATIONa. FINIAL - cONSTRUCTICN I<!JST z BE COMPLETE FOR C.O. A100 CONSTRUCTION PLAN - BASEMENT ALL CONSTRUCTIO,N SHALL P.!EET THE REQUIREMENTS OF THE CODES OF NEW A101 CONSTRUCTION PLAN - FIRST FLYORK STATE. NOT RESPONSIBLE FOR o o A102 CONSTRUCTION PLAN - SECOND FLOOR DESIGN OR CONSTRUCTION ERRORS. A201 EXTERIOR ELEVATION - EAST A202 EXTERIOR ELEVATION - NORTH R!��r�i 1°O�K ;T,^�'i = c; TO'i%lf ! COD S A203 EXTERIOR ELEVATION - WEST AS REQUIRED . �,,,; A204 EXTERIOR ELEVATION - SOUTH A401 WALL SECTION DETAILS E100 ELECTRICAL PLAN - BASEMENT ' - E101 ELECTRICAL PLAN - FIRST FLOOR ---- - _- �•--=�"— r" E102 OR - E102 ELECTRICAL PLAN - SECOND FLOOR P101 PLUMBING DIAGRAM USE IS UNLAItt'FUL S100 FOOTING PLAN VVi I 1 1OUT CERTIFICATE S101 FOUNDATION PLAN OF OCCUPANCY S111 FRAMING PLAN - FIRST FLOOR S112 FRAMING PLAN - ROOF CERTIFICATION -EAD CONTENT BEFORE f -/GATE OF OCCUPANCY OLDER USED IN WATER 1 PL l°SYSTEM CANNOT ,EXCEED 2/10 OF 1%LEAD. I PLUMBING ALL PLUMBING WASTE &`MTE:R LINES NEED TESTING BEFORE COVERING RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. WOOLSTON HOUSE GREENWOOD ROAD FISHER'S ISLAND,NEW YORK 06390 ��aD Asci A � KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 FA C N OVA7 0 FA R M D "L�� L 11h ADD [1� ON A\10 (a 0 x TAX MAP NO . 1000 , SECTION 012, BLOCK 1 , LOT 13 . 7 N N w GREENWOOD ROAD TITLE SHEET N W FISHERS ISLAND, NY 06390 W CIO x A-001 x PROJECT: 267 SHEET: N/A GENERAL NOTES CODE ANALYSIS 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. WOO LSTO N ADDITION - FISHERS ISLAND v 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING USE/OCUPANCY: R3 (SINGLE FAMILY) w RIDGE: EXISTING TO REMAIN TABLE R301.2(1) CODE OF NEW YORK STATE. TYPE OF CONSTRUCTION: TYPE 5 CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA U 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE DESIGN CRITERIA: PRESCRIPTIVE Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshield FRAMING MATERIAL: DOUGLAS FIR 2 Snow Wind Speed Design Frost Line Design Underlay Flood ¢ BUILDING CODE OF NEW YORK STATE. # Load (MPH) Category Weathering Depth Termite DecaV Temp Required? Hazard 0 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICE, IN THE AMOUNT OF $2,000,000, THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING COIDE OF THE STATE OF NEW Moderate Slight to AND WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD 1 45 1 120 B Severe 36 to Heavy Moderate 11B Yes N/A x SUBCONTRACTORS. FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. TABLE R402.1.2 z SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO Z INSTALATION. LATERAL FRAMING AND SHEAR CONNECTIONS: INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES INCLUDED. CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL REQUIRED INS I N WALL WALL R-VALUE WALL R-VALUE, SPACE 0 ZONE U-FACTOR U-FACTOR R-VALUE 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT UPLIFT CONNECTIONS: R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.3B OR 3.3 IN THE W.F.C.M. b CONSTRUCTION NOTES 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS 4 0.35 0.55 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 SPECIFIED IN TABLE 3.3. 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS of 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS RAFTER/TOP PLATE CONNECTORS: AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONNECTOR SPECIFICATION: 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BIE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY RIDGE SIMPSON LSTA 24 © 16 O.C. GOVERNING AGENCIES. AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION RIDGE STRAPS: HIP RAFTER SIMPSON LSTA 24 ® 16 O.C. SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. RAFTER TO STUD/TOP PLATES HTS 28 @ 16 O.C. ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH OVERTURNING RESISTANCE: ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. RAFTER TO HEADER HTS 28 @ 16 O.C. EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OIF SPECIFIED HEADER TO JACK STUD LSAT 18 - 2.5 FT FASTENERS TO EACH POST. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS ® 6" D.C. MIN. U.O.N. LSAT 30 - 3 FT INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE: U.O.N. 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDWENT LENGTH SHALL NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE MSTI 48 - 10 FT SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING: MST[ 72 - 16 FT 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER 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 INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZOiNES, 8D COMMON NAILS 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 @ 16 O.C. , QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 STUD TO SILL SIMPSON LSTA 36 © 16 O.C. TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE SUSU THE W.FTHE IN ACCORDANCE WITH THE SPEC. HEREIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS WALL SHEATHING: AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE CONTRACTOR'S OPERATIONS. EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2Y" LONG MIN. WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER of SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. NAILING SCHEDULE: (FROM WFCM) EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. EACH APPLICABLE TRADE, PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. INSPECTIONS AND SIGN OFFS. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND To EAVE. JOINT DESCRIPTION NUMBED -TYPE OF NAILS NAIL SPACING 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, FLOOR JOIST BRIDGING: VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS. FLOOR DIAPHRAGM BRACING: CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUMI OF 4' O.C.. DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP W THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE WOOD STUDS: VVOOLSTON HOUSE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR To COMMENCING THEIR WORK. ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP GREENWOOD ROAD INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS;, A MINIMUM OF THREE FISHERS ISLAND,NEW YORK 06390 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND STUDS SHALL BE USED IN ALL WALLS. EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE TOP PLATES: 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR' LOAD BEARING WALLS. BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND AND/OR RECOMMENDATIONS. THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END RF O.ARCi`"`� 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ° ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT V THEIR WORK. TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS ANDF '_M DISPOSE OF ANY RESULTING TRASH. STUD TO STUD (FACE-NAILED) 3-16d 24° O.C. LEGEND 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. FL- - - PROPERTY LINE 1 PARTITION TYPE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD - - CENTER LINE 5-16d PER 2 X 6 STUD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. KINLIN RUTHERFURD ARCHITECTS, PLLC COORDINATE WITH OWNER. 6-16d PER 2 X 8 STUD - HIDDEN, FUTURE, OR EXISTING CONSTRUCTION BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING DETAIL REFERENCE 3-16d (1,2) PER FOOT NEWYORK,NEW YORK 10018 FAK(775)582-1736 ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. BLOCKING (FACE-NAILED) 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION 1 02 EXTERIOR DOOR TAG JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. 01 BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END A211 SECTION REFERENCE 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOIR TO ORDERING WINDOW TAG BLOCKING TO JOIST TOE-NAILED 3-8d EACH END OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS 102 ( ) ARE: NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK HVAC DUCTWORK ECT. ELEVATION TAG Y CK) INTERIOR DOOR TAG LEDGER STRIP To BEAM (FACE-NAILED) 5-16d EACH JOIST N 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE N DRAWINGS. 01/A-201 EXTERIOR ELEVATION JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST w22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST GENERAL NOTES = WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND 1 REVISION CLOUD ¢ RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO 01 RIM JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d (1) PER FOOT THE WORK SHALL BE NEW. ( ) Z A-002 �? 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK 04 SHEET 02 INTERIOR ELEVATIONS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING � BEING DONE. � WALL SHINGLE PROJECT: 267 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 03 SHEET: N/A U W W H U W F- U Q GENERAL NOTES: DEMOLITION LEGEND 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. EXISTING WALLS z TO REMAIN z EXISTING WALLS o TO BE DEMOLISHED N 01 REMOVE STAIR, AND SECTION OF FLOOR — r ABOVE AND MODIFY EXISTING FRAMING AS = j = REMOVE STAIR NEEDED TO ACCOMMODATE NEW STAIR L BASEMENT 1 BASEMENT 2 - - - - - - - _ - - - - - - - - - - - - -- - - I-7 -T" 7- F-1 -1 WIOOLSTON HOUSE o \ REMOVE EXISTING GREENWOOD ROAD BASEMENT HATCH FISHERS ISLAND,NEWYORK 06390 rzf'•�"-a ASC . �'7J fes. KIINLIN RUTHERFURD ARCHITECTS, PLLC 330)WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NE%V YORK,NEW YORK 10018 FAX (775)582-1736 ry O 1 BASEMENT FLOOR DEMOLITION PLAN BASEMENT FLOOR W DEMOLITION PLAN x Q A-030 PROJECT: 267 SHEET: N/A U W W a E� U W GENERALNOTES: DEMOLITION LEGEND U 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. x Q 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN FIELD. EXISTING WALLS w TO REMAIN x C - - - EXISTING WALLS ] z - TO BE DEMOLISHED z ° Fr - - - - - I I I REMOVE EXISTING ENTRY STAIRS REMOVE EXISTING REMOVE EXISTING WINDOW AND ENTRY DOOR AND PORTION OF WALL. RE—FRAME TO I MODIFY OPENING INSTALL A NEW ENTRY DOOR. TO ACCOMMODATE NEW WINDOW TO MATCH EXISTING REMOVE NG CHIMNEY BEDROOM 5 \ I i I I REMOVE SECTION OF FLOOR AND MODIFY III �I EXISTING FRAMING AS NEEDED TO ACCOMMODATE NEW STAIR r I I I 1 1 I HALL I DINING ROOM I I DECK 2 RELOCATE TOILET \ '++++ RELOCATE LAVATORY::::�� '+ + III I J .'++ +� ' II I o 11 _ _ - - - - - - I — J I L --I- REMOVE EXISTING -IL - - - - - - - - - DECK SHOWER = S— — — — REMOVE SLIDING I I I REF I — — — � DOOR I L KITCHEN LIVING ROOM I REMOVE PORTION OF I I I I WALL AND RE—FRAME I TO INSTALL NEW _-1}� I WINDOWS— MATCH I — — RELOCATE SINK EXISTING f"LAS REMOVE WALL AND DOORS REMOVE SINK — INDICATED TYP. RELOCATE DISHWASHER _ FVH — _ REMOVE EXISTING VW100LSTON HOUSE REMOVE ALL - - BASEMENT HATCH ENWOOD ROAD ISIHERS ISLAND,NEW YORK 06390 APPLIANCES, FIXTURES REMOVE EXISTING AND FINISHES I WINDOWS RELOCATE RANGE----' I - - - - - - - - - � REPLACE WINDOW REMOVE PORTION OF I I REMOVE EXISTING WALL AND TO INSTALL ARAME NEW I / \ I AND HEARTH RTH E BOX R�D Af��,, �� WINDOW — MATCH 0� EXISTING I / I REMOVE EXISTING DECK 1 DECK , a, , .oF�N $ �w yo. KI NLIN RUTHERFURD ARCHITECTS, PLLC 33(0 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEM YORK,NEW YORK 10018 FAX (775)582-1736 M N 02 FIRST FLOOR DEMOLITION PLAN FIRST FLOOR N 1�4�-�'�• W DIEMOLITION PLAN W CIO x A-031 PROJECT: 267 SHEET: N/A U a p, H U W GENERAL NOTES: DEMOLITION LEGEND E U 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. EXISTING WALLS TO REMAIN x EXISTING WALLS z — — — TO BE DEMOLISHED z 0 N CLOSET CLOSET r - -r- - � 0 BEDROOM 3 I I BEDROOM 2 I W D I L - � - REMOVE AND RELOCATE F�9 WASHER AND DRYER 7777177111�r L —1 —_ �/ �/ REMOVE WINDOW AND ENLARGE OPENING TO ACCOMMODATE NEW WINDOW — — BEDROOM 4 MASTE — BEDROOM — — ® RELOCATE TOILET IL J MASTER BATH I o - - C ° I RELOCATE LAVATORY ` WOOLSTON HOUSE GREENWOOD ROAD RELOCATE AND REPLACE FISHERS ISLAND,NEWYORK 06390 TUB WITH SHOWER REMOVE DOORS AND WALLS AS SHOWN. TYP. REMOVE EXISTING CHIMNEY, RELOCATE LAVATORY FIRE BOX AND HEARTH RELOCATE TUB RELOCATE TOILET r� ,y KINLIN RUTHERFURD ARCHITECTS, PLLC 330(WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 cn N SECOND FLOOR DEMOLITION PLAN w 03 1i4"_,'-o- N SECOND FLOOR N W DEMOLITION PLAN W z A-032 PROJECT: 267 SHEET: N/A U a W U W U CONSTRUCTION LEGEND x NEW CONSTRUCTION z z EXISTING WALLS TO REMAIN 0 Sp SMOKE DETECTOR CO DETECTCARBO oR ONOXIDE ® EXHAUST FAN LINE OF SCREENED F ] ❑ H g HOSE BIB PORCH ABOVE �❑ � NEW 10"x10" CONCRETE PIERS (TYP.) \100\1 110\0 ❑ LINE OF SCREENED PORCH ABOVE NEW STAIRS WITH NEW AND MODIFIED FRAMING D NEW WASHER AND - - - - - - - ELECTRICAL DRYER - - - - - - - - - - - - - - - - - - - - IT Do I N WOOLSTON HOUSE n GREENWOOD ROAD W D I FISHERS ISLAND,NEW YORK 06390 BUILD NEW WALL IN MMMOMMMM-------------- EXISTING OPENING LINE OF DECK ABOVE IL❑ — ❑ — — — — ❑ — — — Eli KIMILIN RUTHERFURD ARCHITECTS, PLLC 330'WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW'YORK,NEW YORK 10018 FAX:(775)582-1736 c� N OSI BASEMENT FLOOR PLAN - PROPOSED 1/4'=l'-o- BASEMENT FLOOR PLAN N 1 I W PIROPOSED x ce A-100 o PROJECT: 267 SHEET: N/A U W W r� H U W F U RL Q CALCULATION FOR FRONT YARD BUILDING SETBACK "FRONT YARD SHALL BE THE AVERAGE SETBACK OF THE EXISTING BUILDINGS GREENWOOD R0AD WITHIN 300 FEET OF THE PROPOSED BUILDING ON THE SAME SIDE OF THE z STREET WITHIN THE SAME DISTRICT". z 21.9' + 27.9' + 28' + 34.75' = 112.5' — 112.5/4 = 28' 0 N S95.01 W6012.34 N42°07'W 163.00' SIDEWALK 0 co I N C z � o N \ co (Tl N d- 0 °' I 15'—0 uo co D EXISTING PORCH lo'—O" Lo i� E � C co WOOLSTON HOUSE J� GREENWOOD ROAD FISHERS ISLAND,NEW YORK 06390 n; EXISTING .� �r, y DECK i(P �-9� 2a� c � yp� 0 0 KINLIN RUTHERFURD ARCHITECTS, PLLC 330\WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW'YORK,NEW YORK 10018 FAX:(775)582-1736 S43°06'E 174.25' EX I ST I Itlml G M X N N w SITE PLAN N THIS DRAWING IS BASED ON AN w ORIGINAL SITE SURVEY PRODUCED BY CME ASSOCIATES ENGINEERING, LAND z SURVEYING & ARCHITECTURE, PLLC 01 EXISTING SITE PLAN Im 020 O PROJECT: 267 S H E ET: N/A -------------- ------ . ... ...... _7 ----- .... ..... ........... ---------------- ... ..... ...... ......... . ... ...... . . .......... ................... —I"�,—""�l—",-�"'..,-",- ,.,�"I.......... ..........--.-.......... ................... ........... ...................... .......... .............. ... ..... . .............................. .............. ........... ................. ........................... ..... ..... . ...... .... ....................................... .......... ........... ... ..... ..................... ........... 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EXTERIOR ELEVATIONS - PROPOSED CIO A-2011 0 'v �'r""IoLr lu k r4 MATCH EXISTING r77?77 0 1 EAST ELEVATION — PROPOSED PROJECT: 267 S H E ET: N/A U W W a E-' U W U Q W H z a z 0 N T ........... .. ....................................... .... ......... ............ .............., ...... ...... ....._ ....... ....... .... ...... . .....,.... /� �� .. _.._... ... .... ...... . ... NEW ENLARGED WINDOW � PAA 2 03 19 19 .. h PERMIT AMENDMENT ISSUED FOR PERMIT - - - NEW SHINGLES TO MATCH EXISTING WOOLSTON HOUSE ............ /',� / GREENVNOOD ROAD i FISHERS ISLAND,NEW YORK 06390 x O ........................................... . ........ ...._ ...... M ....................................................... .... Flo ....... ...... cl iI 029�� yon NEW SCREENED PORCH NEW SCREENED PORCH of NES ENTRY STAIR KINLiIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 D 17, '[� d MAR 19 ��1g x TOWN OF SOUT,`i�D uD N N EXTERIOR ELEVATIONS - W PROPOSED W x Q z A-202 O1 NORTH ELEVATION - PROPOSED PROJECT: 267 1/4'=1'-0' SHEET: N/A U W a A., H U W H x U Q Q W E� z a z 0 N Q .............................. ............ .... ..... .... .._................. .,............. _,...........,.......... ....,......,. .....,. ......... ............ NEW SHINGLES TO MATCH EXISTING .........._ . ...... . ... .. .......... .... _ 2 PAA 2 03.19.19 .. PERMIT AMENDMENT i _------- _. .. .. ISSUED FOR PERMIT ..................................................._............._.......................................................................... ..... .............. .................. .._........................ . . .... .. ... . :. WOOLSTON HOUSE ✓ ! / % / j/ GREENWOOD ROAD / FISHERS ISLAND,NEW YORK 06390 2 r f _". , _... ..... _.. o ... ... ....,,. 1 ARC NEW SCREENED PORCH NEW SCREENED PORCH NEW WINDOW NEW ENLARGED WINDOW ° xc�OF NE4 ENTRY STAIR KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEWT YORK,NEW YORK 10018 FAX.(775)582-1736 D f,1A i 1 9 2019 x TON N OF S0=07,-'DN N w EXTERIOR ELEVATIONS - N W PROPOSED W x ' (D A-203 ° 0 1 WEST ELEVATION - PROPOSED PROJECT: 267 S H E ET: N/A 1/2: DIA. 0 LVL BOLTS ix 0 SIMPSON r- C) ........- STRAP TIES H2,5T LVUS 2' " WASHERS REQUIRED, -0 BOLT HOLES 9/16" DIA. MAX. MIN, END DISTANCE 6", FULL HT JACK STUDS KING STUDS OR 44 POST MULTI MEMBER LVLC�OIN�NEC"TI,O"N.�-���.�--� 3" MIN, BEARING SIMPSON STRAP 0 1 1 1 1 1 1 STUDS To BEAM -fj H6 LVL EXG JOIST 6.. 1.-4 SIMPSON SDS HEAVY DUTY CONNECTORS 1/4"DIA x 3-1/2" L SISTER CONNECTION 2x JACK STUDS BELOW JOISTS EACH END ATA2 CHIMNEYAREA x PAA 2 03.19.19 TYP. PERMIT AMENDMENT ISSUED FOR PERMIT ......................................................................................................................................................................... ....................................................................................... ............. ............ 1 3/4"x 9 1/2"LVL I 3/4"x 9112"LVL SISTER SISTER SEE TYP.DETAIL NEWLY INSTALLED WOOLSTON HOUSE SIMPSON A 35 2xlO's CLIPS AT CORNERS IL j Ai GREENWOOD ROAD FISHERS ISLAND,NEW YORK 06390 TYP. EXISTING CHIMNEY WOOD STUD DEMO'D fM WALL INFILL BETWEEN BEDROOMS PLYWOOD FLOOR o: SHEATHING A Ex- POS BELOW (2x) I 314"x 11 7/8" LVL POST BELOW -1\BRED ARO -4x4 HEADER(BOLTED) 4x4—\ cD. ii O . ..... .... . ............... ........... ..................... -----------......- ................-...................................... S, ............ ............. 14 13'-5 3/4" 1* REFER TO NOTES AT J 094 SECOND FLOOR FRAMING SEE TYP, DETAILS BELOW CONFIRM DIMENSIONS z c WITH ARCH. DWGS. 1 u- ROOF RAFTER/ATTIC FLOOR NOTE: FRAMING HEADER INFILL FRAMING SIMILAR AT BOTH NOTE: KIINLIN RUTHERFURD ARCHITECTS, PILLIC 1/' WHERE WALL REMOVED. CHIMNEY OPENINGS NOT ALL EXISTING ILL FRAMING SIMILAR AT BOTH SECOND FLOOR FRAMING AND CHIMNEY 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 AA JOIST FRAMING SHOWN H�A' DER" NEW YORK,NEW YORK 10018 FAX:(775)582-1736 SHIM TIGHT TO RAFTERS. ATTIC FRAMING FRAMING N SECOND FLOOR FRAMING SECOND FLOOR FRAMING AND 11 (2) 1314'*X 7,1/4"LVL SIMPSON A35 FRAMING CLIPS JOISTS SPAN N/S ATTIC FLOOR FRAMING AT EACH ATTIC JOIST TO 2"x 9 3/4"AT 16"oc RAFTER&SIMPSON TIE EACH Z- RAFTER TO HEADER H2.5T WOOD STUD ` WALL INFILL 2x WOOD STUD WALL INFILL AT THIS D (2)2x JACK BETWEEN BEDROOMS STUDS AT EACH LOCATION END BELOW Ar HEADER A9 2019 ................. ............. --------------------- --- - --- ---------------- ----------- ------ ............. ................ ............ .......... TOWN OF SOUT-tl.01D ROOF BELOW STRUCTURAL DETAILS PARTIAL ROOF/ATTIC FLOOR FRAMING PROJECT --1 PARTIAL SECOND FLOOR FRAMING PLAN NORTH -0P 1/411 1/4" -001 DD SK 01. PROJECT: 267 S H E ET: N/A U a W P. F- U W U L Q CALCULATION FOR FRONT YARD BUILDING SETBACK w cG YARD SHALL F GREENWOOD R 0 A, D 'WITHHINT 300 FEET OF THEBTHE PROPOSEDEBUILDING ON THE SAME SDE OFDTHE z STREET WITHIN THE SAME DISTRICT". z 21 .9' + 27.9' + 28' + 34.75' = 112.5' - 112.5/4 = 28' 0 N NEW CURB CUT FOR DRIVEWAY S95.01 W6012.34 N42.07'W 163.00' 00/1 h SIDEWALK 0 GRAVEL I DRIVEWAY 00 N 00;00 C � z c� OR Fri O DW i,/ c0 PERMIT AMENDMENT �w i 1 O O I �SC;KEENED ISSUED FOR PERMIT -I / P CH,,, EXISTING �n / RESIDENCE CcnWOOLSTON HOUSE D / GREENWOOD ROAD FISHERS ISLAND,NEW YORK 06390 ED ARC,— J�'�D• ki�,��Tin 71 RENOVATED DECK cU'nV � �- I SOF NE`s KINILIN RUTHERFURD ARCHITECTS, PLLC 330 HEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW'YORK,NEW YORK 10018 FAX:(775)582-1736 S43.06'E 174.25' PROPOSED M X N w SITE PLAN N THIS DRAWING IS BASED ON AN ORIGINAL SITE SURVEY PRODUCED BY [ECEOVECME ASSOCIATES ENGINEERING, LAND D SURVEYING & ARCHITECTURE, PLLC z 02 PROPOSED SITE PLAN A-021 0 , OT PROJECT: 267 TO"OF SO ' O-,D S H E ET: N/A Bp" 9X57 U W W G, E� U W F� x CONSTRUCTION LEGEND NEW CONSTRUCTION EXISTING WALLS x TO REMAIN z a z SD SMOKE DETECTOR 0 1 CO DETECOTOR MONOXIDE O 7'-7)/4" NEW WINDOW TO EXHAUST FAN MATCH EXISTING IN EXISTING DOOR FH g HOSE BIB OPENING RELOCATED ELECTRIC RANGE NEW CABINETRY NEW WINDOW TO MATCH RELOCATED DISHWASHER " WXRGED RELOCATED SINK NDOW OPENING I�1 \ I I El I NEW COVERED STORAGE -- - -- DW PANTRY 10" ,-63/4. 2'-10" 2'-23/4" / rn i� o / in I � i 6'-6" co / E I LOS \ �,-0., — ——— t TORAGD 3'-6" 1 KITCHEN I- 64 RN 2'-8" L---------J wl b NEW STAIRS TO BASEMENT WITH NEW AND MODIFIED L----_—_--_ - _ FRAMING o BAT ROOM \ CV 7'-0" CL ET CLOSE \ —gla REF H080d \ NEW DOUBLE GLASS DOORS _ _ 03N33dOS \ `o \ PANTR \ i O M \ sk INSTALL NEW WINDOW \ NEW SCREENED PORCH LIVING DINING PERMIT AMENDMENT ROOM ROOM g" 5'-11)/4" g' 5'-11)/4" g" g" ISSUED FOR PERMIT I 20'-8" NEW SINGLE GLASS DOOR WOOLSTON HOUSE GRIEENWOOD ROAD RELOCATED LAVATORY —�-- FIS HERS ISLAND,NEW YORK 06390 RELOCATED TOILET NEW SHOWER �iN co INSTALL NEW WINDOW INSTALL NEW WINDOW NEW DECK D AAchi kIAI etc° N DECK cD 29 .a�O�. I N 20'-52" MNLIN RUTHERFURD ARCHITECTS, PLLC 33(0 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 OZ FIRST FLOOR PLAN - PROPOSED ✓r N N N N FIRST FLOOR PLAN W PROPOSED W x A-101. PROJECT: 267 SHEET: N/A U W W a H U W U CONSTRUCTION LEGEND ¢ Q NEW CONSTRUCTION EXISTING WALLS TO REMAIN z z b sp SMOKE DETECTOR CARBON OO CO DETECTOR MONOXIDE 1 ® EXHAUST FAN [H7B HOSE BIB INSTALL ENLARGED 1 WINDOW e CLOSET CLOSET - 0 BEDROOM 3 BEDROOM 2 'I I— 00 co q_IOSET - - - - - I r71d- c3 CV r7 C1 J Lu Hill IIII III BEDROOM 4 MAS ER I BEDR OM I I BATH 2 PERMIT AMENDMENT MASTER ISSUED FOR PERMIT 00 BATH RELOCATED TUB 1 NEW ROOF OVER RELOCATED TOILET SCREENED PORCH o RELOCATED LAVATORY ° WIOOLSTON HOUSE GRE:ENWOOD ROAD FISHERS ISLAND,NEW YORK 06390 1 RELOCATED DOOR 1 RELOCATED DIOOR NEW SHOWER RELOCATED LAVATORY RELOCATED TOILET 9� 02948 p� F )F NCE\' KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW/YORK,NEW YORK 10018 FAX:(775)582-1736 03 SECOND FLOOR PLAN - PROPOSED 1/4'=1'-0' M cel N N SECOND FLOOR PLAN H PROPOSED W CIOW x A-102 PROJECT: 267 SHEET: N/A z z �4 I'D 0 (,q Q ---- --- --- ----- ---------- --- ----- ----------- ----------------- - ------------------- ............ ............. .......................... ..................- ............ ........... ................- ............... ................ ........... ............... ............... - .......... ............... ............. ............ ............... .............. ............ ................ . ..... .......... ............ ........... ........... -J:1--j--jj" ........... ............ .......... .......................... ............ ............. ........... ...... ................... ............. ........ ............... .............. ............. ..........................- ................... ......................................... ............................................. .......... L NEW SHINGLES TO MATCH EXISTING ........................... ........... ............................................................. ............... ................................... .......... ".""............. .......... ........... .................... ......................... ... ............. ............. . .... .... ... ........ ... PERMIT AMENDMENT ................. ..... ..... . ISSUED FOR PERMIT ....................... ............ ................... ..................... .................... ..................... ......................................................................... ........................ .. ... .............. .......... WOOLSTON HOUSE GREENWOOD ROAD .... ........... FISHER!S ISLAND,NEW YORK 06390 .... ....... ....... ......... D A..........- .......... -- ---------- F-7 z", 0 L L OF NE\s' �NEW WINDOW \—NEW DECK N W WINDOW NEW SCREENED PORCH KINLIN RUTHERFURD ARCHITECTS, IPLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 EXTERIOR ELEVATIONS PROPOSED z A-20 :1 O r)I EAST ELEVATION - PROPOSED PROJECT: 267 Li S H E ET: N/A U U o ----------- ... ....... ---- --------------------- ------ . ....... ........ Ism .......... . ...... .......... .... ............... .... ... . ......... ... ............... .. ..... ................... ............................................ .................... ............................................. .......... .............. ........... ........... NEW SHINGLES TO MATCH EXISTING ....... . .............................. ................ ............................ .............. ............... .................. -:7 ...... ...... ........ ....... ................... .................. ..............- 77: 7........ ........... .................................... ............................................................ ............................ ................. .. . ......... ............ .................... .................. .................... .................................- .. .... ..... ............. PERMITAMENDMENT ................. ........................................... ............................................... .............. ................................................................................. .......................................... ........... ............. ------------------- ----- --- ------ ------ ------------------- ....... I--,- ) -- --- --- --- --- ISSUED FOR PERMIT ...... ................. .... ................................... ...... .... ... .............. ................... .............. ............ .............. ...................... ............ ................ ................ . .............. . ............. ............... WDOLSTON HOUSE .......... GREENWOOD ROAD ............. FISHERS ISLAND,NEW YORK 06390 ........... ............... 7 7,................ ........................... .. ........ .. .. .. .... ............... ......................... .. ... ..... . ... ................... ...... ... ED ARC .... ... ..... .......... ......... ................. Q:i 0. ZL 0294x) 0 NIE NEW SCREENED/PORCH NEW SCREENED PORCH \-NEW WINDOW NEW ENLARGED WINDOW ENTRY STAIR KINLIN RUTHERFURD ARCHITECTS, IPLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 rq EXTERIOR ELEVATIONS PROPOSED r4 e A-203 0 01 WEST ELEVATION PROPOSED PROJECT: 267 d 1/4*-1'-0' SH E ET: N/A U W W P H U W F� x u PLUMBING NOTES: 1 .) DO NOT SCALE FROM THIS DRAWING. 6.) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT x ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 2.) h THE TOWN OF SOUTHOLD AND RS-16. 7.) SPACING BETWEEN CLEAN—OUTS SHALL NOT EXCEED 50'-0". z z 3.) OBTAIN AND PAY FOR ALL PERMITS, CERTIIFICATES, ETC. REQUIRED. 8.) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL N 4.) VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. ACCEPTANCE. 5.) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR 9.) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. FINAL PAYMENT. I I I I I I I I I I I I I I I I I I I 1 #2 1 #2 1 #2 j #2 4"V.T.R �114"VTR I 4"VTR �II 4"VTR L L 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 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 I I I I I I I I I I I I I I I I I I I I I I I 5 1 I I I I SECOND FLOOR CEILING I I I 1 I I I I BATH 3 I MASTER BATH I I I 1 RELOCATED TOILET 1 I �II1 I r REL CATED LAVATORY IIII IIIII I ----II—_-- �II III RELOCATED TUB IIIIIi IIi1II � PE RMIT AMEN DMEN T REMOVE TUB 11/2" 112 1112"I 2"I 1112"I 1112"1 2 RELOCATED ISSUED FOR PERMIT NEW SHOWER LAVATORY RELOCATED V. Ib .1 TOILET w � ( WOOLSTON HOUSE� W.C. C. 0 - _-a GREE INWOOD ROAD SECOND FLOOR Cn I I FISHEISLAND,NEWYORK06390 1 �__'__J �Lj -- I I 1 t___12' 2" 4.. 12" 2° 4.1 I I I I KITCHEN I BATH 3 I I I I I I I 2"1 ��Fz F D ARc _--- � � Gin. NEW 1112"I 11/2"1 2"1 4" 4" RELOCATED DW — 4" 1 I I RELOCATED 4�� c�:.'.•s�i�> = SHOWER 1 I I LAVATORY RELOCATED SINK I I RELOCATED ��, yG Lay. I F.A. TOILET �4F N`w`N o I W.C. FIRST FLOOR 3" �I 2" 2" 1112" 411 4" C.O. KIN LIN RUTHERFURD ARCHITECTS, PLLC 330 NVEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 4" NEW WORK,NEW YORK 10018 FAX (775)582-1736 LAUNDRY 4" TO SEPTIC, SEE ATTACHED SITE AND RELOCATED SEPTIC DWG WASHER M BASEMENT x N (`J w PLUMBING DIAGRAM N F W W - x W ¢ z O 1 PLUMBING RISER DIAGRAM SCALE NP-1.0 OT TO 1.O PROJECT: 267 S H E ET: N/A U W a F� U W F� TIMBER FRAMING NOTES: NOT INSTALL NEW SIMPSONI H10 OR H2.5A FOR HOLDOWN AT ALL L E G E N D ° CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) o WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: ° SIMPSON H10 OR H2.5A 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi AND NEW ROOF AS REQUIRED. Fv= 285 psiE =1.9x108 psi 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2x WALL WIDTH MIN., UNLESS NOTED OTHERWISE FOOTING x Z n � o 2 °o° FOUNDATION WALL o — N Q a BEAM POCKET 1 X INDICATES LOCATION OF COLUMN L1 F INDICATES EXISTING TO REMAIN 1'-6" 4'-7,V4" 2'-0' 4'-7" 2'-0" 4'-73/4" 2'-0" 0 I O .. - In TOP OF FOOTING BELOW FROST LINE (TYP) N o cli ... l0 a 1 PERMIT AMENDMENT ISSUED FOR PERMIT 4'-7y4" 2'-0" 4'-7" 2'-0" 4'-73/4" 2'_0" 21'-4" WOOLSTON HOUSE LINE OF SCREENED PORCH ABOVE GREENWOOD ROAD FISHERS ISLAND,NEW YORK 06390 EXISTING FOUNDATION TO REMAIN F' c9 �� 029' OF NE`s �K KINLIN RUTHERFURD ARCHITECTS, PLLC 3310 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEWYORK,NEW YORK 10018 FAX:(775)582-1736 02 A401 fr7 >C N 0 i FOOTING PLAN - PROPOSED N 11/4-_,' FOOTING PLAN cn W W w` C/�e Q S-100 PROJECT: 267 SHEET: N/A U W W P., Ln Ha U W E~ TIMBER FRAMING NOTES: 1.NOTES:INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL LEGEND Q CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 0 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) oo WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: 0 SIMPSON H10 OR H2.5A 2• PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi W AND NEW ROOF AS REQUIRED. Fv= 285 psi psi 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALLiPOSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE FOOTING x Z • a o 0 FOUNDATION WALL 0 N 0 1 BEAM POCKET 1 7'-5)4" LINE OF SCREENED PORCH x INDICATES to" 5'-9)4" 'l 0" ABOVE LOCATION OF COLUMN = LINE OF FOOTING BELOW 0 36" MIN. BELOW FROST LINE ❑ ❑ INDICATES = EXISTING TO REMAIN 1 5'-9" 10" 500 '-93/4" 10" Ll J LE�l _ _ ^ M PIER ELEV. TO MATCH I EXISTING FOUNDATION WALL ( Y ) N T P. �' o �ory APERMIT AMENDMENT ❑� FT❑� ❑� �❑ o ISSUED FOR PERMIT 10" 5'-9)4" 10" 5-9" 10" 5-934 10" 20'-9" W O O LSTO N HOUSE GRIEENWOOD ROAD o FISHERS ISLAND,NEW YORK 06390 �F fD AF;``�� EXISTING FOUNDATION ��'� ,�D. E;_,y� TO REMAIN e , M w j� 42DA6 Q4 OF N_ LINE OF DECK ABOVE PIER ELEV. TO BE V.I,F, LINE of FOOTING BELOW (TYP.) 36 MIN. BELOW FROST LINE L _ _ _ KINLIN RUTHERFURD ARCHITECTS, PLLC "10" 5'-4)4" 10" 5'-4)4"El 10" 5'-4Y4" t 0" " 3310 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEWYORK,NEW YORK 10018 FAX.(775)582-1736 02 A401 �t M N N 01 FOUNDATION PLAN - PROPOSED FOUNDATION PLAN W 1/4'=1'-0' N F� W x �1 S-101. PROJECT: 267 SHEET: N/A U a a H U W H x NOTES: TIMBER FRAMING NOTES: INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL LEGEND 0 CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) 0 WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: 0 SIMPSON H10 OR H2.5A 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi Fv= 285 psi I AND NEW ROOF AS REQUIRED. E =1.9xlos psi 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE FOOTING z e i W z 00 1 FOUNDATION WALL 0 N BEAM POCKET 1 PT 2X12 RIM JOIST (TYP.) X INDICATES PT 4X4 PSL POST LOCATION OF COLUMN 6'-7" 6'-7" 6'-8" INDICATES EXISTING TO REMAIN 'N a o N / i LINE OF SCREENED PORCH ABOVE PT 2X12 RIM JOIST (TYP.) PT 2X12 LEDGER BOARD PT 2X12 ® 16" OC to PT 6X6 PSL POST (TYP.) _. TYP. �o r— Wtv I i� 1 PERMIT AMENDMENT LINE OF PORCH DECK ABOVE ISSUED FOR PERMIT 6'- _ _ 7y4" 6' 7" 6' 734" PT 2X12 RIM JOIST (TYP.) WOOLSTON HOUSE GREENWOOD ROAD FISHERS ISLAND,N EW YORK 06390 CO AF EXISTING FOUNDATION TO REMAIN t= t cV M PT 2X12 LEDGER BOARD x I W/CONTINUOUS FLASHING W/DRIP EDGE _`r-`�yt_� �f NCI LINE OF DECK ABOVE PT 2X12 RIM JOIST (TYP.) PT 6X6 PSL POST (TYP.) KINLIN RUTHERFURD ARCHITECTS, PLLC ly4 6'-2y4" 6'-2Y4" 6'-2Y4" 11� 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 (2) 1j" X 111j" LVL BEAM (WOLMANIZED) NEW YORK,NEW YORK 10018 FAX:(775)582-1736 oz PT 2X12 RIM JOIST (TYP.) A401 cn N N 01 FIRST FLOOR FRAMING PLAN — PROPOSEDCIO FIRST FLOOR w I FRAMING PLAN W x z a SAIL PROJECT: 267 SHEET: N/A U w P.. F- U w NOTES: TIMBER FRAMING NOTES: 1. INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL LEGEND ° CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) o°o WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: LT ° SIMPSON H10 OR H2.5A 2• PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi w AND NEW ROOF AS REQUIRED. Fv= 2s5 Bsi E =1.9X10 psi 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE FOOTING a z e m' z °o x ° 1 FOUNDATION WALL 0 N Q BEAM POCKET X INDICATES LOCATION OF COLUMN INDICATES EXISTING TO REMAIN V-71 T d 0 - (3) 1j.. X 94" LVL BEAM Q V 0 N 2X10 ROOF RAFTERS (2X RI GE B AM ® 16" O.C. O X LVL BEAM ' 3 1 U t O PSL POST ( ) .. PT 6X6 TYP. BELOW (10G „ � iy Hary O cr O X LVL BEAM PERMIT AMENDMENT 0 N 3 1 ' 9 " ISSUED FOR PERMIT WOOLSTON HOUSE GREENWOOD ROAD FISHERS ISLAND,NEW YORK 06390 r D,N ' EXISTING FIRST FLOOR FRAMING TO REMAIN eD ARC,y G���F • kii,��jc�' DECK ,.`J • � C)�a�-� �`C KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 02 A401 t 7 M� ry N NN 01 ROOF FRAMING PLAN - PROPOSED ROOF I 1/4"=1'-0' FRAMING PLAN w w x N Q z 0 Fri- S-112 PROJECT: 267 SHEET: N/A U W a p. H U W z CONSTRUCTION LEGEND NEW CONSTRUCTION EXISTING WALLS 8'-O" TO REMAIN z z Sp SMOKE DETECTOR CARBON MONOXIDE CO DETECTOR 0 OO 6'-24' ® EXHAUST FAN NEW WINDOW TO _ — — MATCH EXISTING IN EXISTING DOOR [H BHOSE BIB OPENING NEW ENTRY STAIRS RELOCATED ELECTRIC RANGE COVE D ��� NEW CABINETRY NN I ENT Y RELOCATED DISHWASHER 1 NEW COVERED ENTRY RELOCATED SINK A" NEW ENTRY DOOR� II NEW COVERED STORAGE DW PANTRY 2'-10" 2'-3" r-1d- I ' I v7 in I 6'-6" o OVERE CLOSED - 1r_0» I 3'-6" KITCHEN -64. STORAGE L---------- T NEW STAIRS TO BASEMENT Mie WITH NEW AND MODIFIED ----------� Q, o FRAMING I T 'n a, co oBAT ROOM SCREENED 1 7'-O" CL ET r(d PORCH N ro I d — REF I CLOSET NEW DOUBLE DOORS FM77 I OI in INSTALL NEW WINDOW NEW SCREENED PORCH o� LIVING DINING 4'_71" 4'-71" 4'-71" ROOM ROOM g" 4 4 4 16'-721 11 NEW SINGLE DOOR WOOLSTON HOUSE GREENWOOD ROAD RELOCATED LAVATORY - - - - FISHERS ISLAND,NEW YORK 06390 RELOCATED TOILET NEW SHOWER �d INSTALL NEW WINDOW II INSTALL NEW WINDOW i� NEW DECK �O�C-D�w�`�. 2v DECK ic>, + rz ►Y i•�, . jcj I cN 20'-52" KINLIN RUTHERFURD ARCHITECTS, PLLC 330'WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 02 FIRST FLOOR PLAN - PROPOSED 1/4'=1'-0" �t M N N N N FIRST FLOOR PLAN W PROPOSED W x 0 A-10 I PROJECT: 267 SHEET: N/A p. CONSTRUCTION LEGEND NEW CONSTRUCTION EXISTING WALLS TO REMAIN z Sp SMOKE DETECTOR CARBON MONOXIDE O CO DETECTOR EXHAUST FAN FH-B] HOSE BIB INSTALL ENLARGED WINDOW I 11­ f 1 1 y- I I v 11 1 1 1 1 CLOSET CLOSET 1-11 1 1 1- J I-T I -I I T -T I T I f I I -----------F T- L I F BEDROOM 3 BEDROOM 2 ­-. -.- -I-------I-- I I I I A I I I I I I I I I T T I I J -T I I L I it L L T—1 co DO 0�E F l' F J F F ci L I T J all \\011M J T f T BEDROOM 4 MAS ER 7 1 1 1 F J, \BJBEDR OM ATHYN NEW SHOWER 00 - MBATHASTER NEW ROOF OVER _--RELOCATED TOILET SCREENED PORCH RELOCATED LAVATORY WOOLSTON HOUSE GREEMWOOD ROAD FISHEFRS ISLAND,NEW YORK 06390 RELOCATED DOOR RELOCATED DOOR RELOCATED TUB AND SHOWER RELOCATED LAVATORY -D–"A' RELOCATED TOILET KINILIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL-(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 03SECOND FLOOR PLAN - PROPOSED SECOND FLOOR PLAN PROPOSED A-102 PROJECT: 267 SHEET: N/A U Ile) rs rq .......... --- ---- ----------- ---------- - -------- --------------- —- ------- ------------- ------------ ----- ------------ -—---------- -—----------------------------------------------------------- ------------ -—----------------------- —-——-------------— --------------------------------------------------------------------- ---------------------------- NEW SHINGLES TO MATCH EXISTING ---------------------------------------------------------------------------- ------------ - ------------------------------- -------------------- -------------------------------------------------------------- ---------------------------------------------------------------------------------------- -------------------- ------------------------------------------------ -------- ------------------------ ----—-——-—- -7 -----------—--------- ------------------ -------------------- --------------------—-——----—- ------------------ ----------------------------------------------------------------------—--------—-—------ ------------------—-—---------------------------------- ----------------------- —-—-————------------ ---------------------------------- —------------ - - ------------------ WOOLSTON HOUSE GREEN\NVOOD ROAD FISHERS3 ISLAND,NEW YORK 06390 --------------- -------------- ----- ------------------- ------------- ---- -------------------------—----------- --------------------------------------- ------------ —---------------------- 7 7 �NEW WINDOW NEW DECK NEW WINDOW NEW SCREENED PORCH KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YOIRK,NEW YORK 10018 FAX (775)582:1736 w EXTERIOR ELEVATIONS N PROPOSED V� A-201. 01 EAST ELEVATION PROPOSED PROJECT: 267 1/4-=1'-0- SHEET: /4-4-0- SHEET: N/A U a a p, E- U W F U R' Q w a E� z z 0 N NEW ENLARGED WINDOW NEW SHINGLES TO MATCH EXISTING - -- --- --- WIOOLSTON HOUSE GREPINW00D ROAD FISHEIRS ISLAND,NEW YORK 06390 - .._ _.__.......-. ._.- ..... _................. _._..... .... .... ..... .... . - - ._... _.._... --- - -------- --- ----------------- AFtJ ti'C'� 29 N J6 NEW SCREENED PORCH NEW SCREENED PORCH ENTRY STAIR KIN LIN RUTHERFURD ARCHITECTS, PLLC 330 W1EST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 M X N N w EXTERIOR ELEVATIONS - N W PROPOSED W x A-202 ° O 1 NORTH ELEVATION - PROPOSED PROJECT: 267 SHEET: N/A U W W a H U W H x U Q Q k, H z z 0 N NEW SHINGLES TO _ MATCH EXISTING --- - ---- ---------- - - --- - - -- ---- -- ----- ---- - -------------------------------------------------------------------- ------ Lj --- - - -.. . --_ -- --- --_ =-= - --_— -_--- --- --- ---- ---- _ - - - - -- - -- - - - - - -------- -- ---------------------------------------------- ------ - --- ------- -----_-------------- __- = -- W00LSTON HOUSE --- ------ ------------ GREENWOOD ROAD ----- - ----------------- - ---- ------------ - - FISHERS ISLAND,NEW YORK 06390 2'-lo M 7 7 / -- - I -- / ----- - --------------- - - - -- ---------------------- ------- - - ---- .- - ---- -------------------------------------- -- -------- ------- - --------- - j NEW SCREENED PORCH NEW SCREENED PORCH NEW WINDOW NEW ENTRY DOOR ENTRY STAIR NEW COVERED ENTRY AND ENTRY STAIRS KINLIN RUTHERFURD ARCHITECTS, PLLC 330'WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 M N N w EXTERIOR ELEVATIONS - N W PROPOSED W x A-203 ° O 1 WEST ELEVATION - PROPOSED PROJECT: 267 1/4-4-0- SHEET: N/A U W a P, E- U W E� x U Q W x F� z z 0 N 0 NEW SHINGLES TO MATCH EXISTING ❑ --- —— GREENMOOD ROAD — --- FISHERS ISLAND,NEW YORK 06390 -- ------ ------------ -- — - — - — C p NEW COVERED ENTRYNEW C VERS ORA AND ENTRY STAIRS �- KINILIN RUTHERFURD ARCHITECTS, PLLC 330 WIEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 cn N N w EXTERIOR ELEVATIONS - N W PROPOSED W x Q A-204 ° O 1 SOUTH ELEVATION - PROPOSED PROJECT: 267 S H E ET: N/A U a _ NOTES: TIMBER FRAMING NOTES: w 1. INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL h CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR N0. 2 OR BETTER (POSTS AND RAFTERS) x oo WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi ¢ SIMPSON H10 OR H2.5A AND NEW ROOF AS REQUIRED. Fv= 285 ps' i E =1.9X106 psi x 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE LT. � o W o Ems- 000 z a z x 0 N NEW SHINGLES TO MATCH EXISTING K' EXTERIOR 12 GRADE PLYWOOD 4 114 ICE & WATER SHIELD CONTINUOUS AT EDGE 30# BUILDING FELT 0 m I 1X4 DECKING 1X AZEK TRIM 2X10 RAFTER 'III, 1X12 AZEK TRIM 1X AZEK TRIM ,. PT 2X12 RIM JOIST „ j AZEK 5" 4 (3) 1 X 9 LVL BEAM V-GROOVE BOARDS _I(N �PT 2X12 JOISTS 1X AZEK TRIM `o @ 16" 0.C. I 6X6 PSL POST 44" (WOLMANIZED) AZEK COLUMN CASING 3.. PT (2) 2X4 4 o AZEK FRAME 0 6X6 PSL POST �— (WOLMANIZED) (2) 1 X 11 LVL AZEK COLUMN CASING BEAM (WOLMANIZED) SIMPSON POST CAP 1X4 DECKING AV 0 tl m U) > w �Iv— It AZEK LATTICE d G �_PT 2X12 JOISTS A � ® 16" O.C. i--6X6 POST A ° (WOLMANIZED) 1X AZEK TRIM d d W00LSTON HOUSE ° O GREENWOOD ROAD AZEK FRAME PT 2X12 RIM JOIST d ° FISHERS ISLAND,NEW YORK 06390 a a/,/—PT BLOCKING PT 2X10 PLATE d �d BETWEEN POSTS �—PT 2X4 d O _ 3" - SIMPSON POST BASE AZEK LATTICE a G d 4 10" SQ. POURED „ o CONCRETE PIER 10 SQ. POURED CONCRETE PIER 0 24 SQ. X 12 H 24" SQ. X 12" H ° �n d POURED d `> G��� �•�r) CONCRETE FOOTING POURED CONCRETE a 4 PIER 4 ° d d c)j- 0 GO4. d0 G - -- d - °a d 1a W Lu _Z --I I� d I I — ( ---- - -- j d ---- KINILIN RUTHERFURD ARCHITECTS, PLLC N ______________ ________ _ -_-- __ 330 WIEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 li ------- ° d1�'� ------- — LL — ° a1 Orb j NEW YORK,NEW YORK 10018 FAX'(775)582-1736 Ld ° ° a ------------ d ° O OJ ° o n ° - ` d W G ^ m ° O d d O '° a ° ° d O ° ° d c d ° d d O G d a M a © d © ©0 'o 0 ------------------ O- ------------------- 0 0G < 0 0 0 GO -------- x A d v G --- d N - — N I_--- - --- — BUILDING SECTION �. I --- ------ � --- ------- DETAILS ------------------_J--------------- ------------------- z 0 02 BUILDING SECTION AT DECK O 1BUILDING SECTION AT SCREENED PORCH A-401 1 1/2•=1'-0' 1 1/2'=1'-0• PROJECT: 267 SH EET: N/A ❑ F1 ❑ F] :1 Ell El ❑ El ❑ El El ❑ WOOLSTON HOUSE WASHER11 DRYER I GREENWOOD ROAD 1 11 I FISHERS ISLAND,NEW YORK 06390 DEDICATE-D OUTLETS FOR WASHER DRYER it7 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(2.12)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 0 1 BASEMENT ELECTRICAL PLAN BASEMENT ELECTRICAL PLAN E-100 PROJECT: 267 SHEET: N/A U a W _ a Ln U W H x U Q W H z z 0 0 U DEDICATED OUTLET FOR DISHWASHER DEDICATED OUTLET FOR REFRIGERATOR DEDICATED OUTLET FOR RANGE DEDICATED OUTLET iT RANGE HOOD 11 \ II I DW 1 G. I. F—— - -- — a-�� ----- — _ J I Q I I I I I o M \ / I L(De—e ,� III \ / III CLOSET REF SHOWER c ° i I TO EXISTING LIGHTING i ; WOOLSTON HOUSE -------- GREEINWOOD ROAD FISHERS ISLAND,NEW YORK 06390 9 +t KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 �t f!1 N 0FIRST FLOOR ELECTRICAL PLAN 2 1/4'=1'-0' FIRST FLOOR N N ELECTRICAL PLAN W W x E-101 PROJECT: 267 S H E ET: N/A CG I -j- -7- 1 1- T --F I- -T- I ilyl 1/1 CLOSET CLO!SETL L -- E i i-- F-T FIT-1 -F-I T I 11 T I rT ,L L 1-T 1-- I I I F 0 J t t L I I L -1 -1 i BEDROOM 3 BEDROOM 2 T I I I J 7-I --T- J-1 ... ................ I T cl cl BEDROOM 4 MASTE BEDRO M LJJ ATH F1'-F'-l'iLF--1 TYT� I I I I I MASIER TO EXISTING BATH LIGHTING WOOLSTON HOUSE '7 GREENWOOD ROAD MMMMM: FISHMS ISLAND,NEW YORK 06390 OF filo KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 3SECOND FLOOR ELECTRICAL PLAN 1/4'=l'-O' SECOND FLOOR V) ITI ELECTRICAL PLAN cn z 0 E-102 PROJECT: 267 S H E ET: N/A U _ W W C1. E� U W F- x PLUMBING NOTES: 1 .) DO NOT SCALE FROM THIS DRAWING. 6.) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT H 2.) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. z THE TOWN OF SOUTHOLD AND RS-16. 7.) SPACING BETWEEN CLEAN—OUTS SHALL NOT EXCEED 50'-0". z 3.) OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 8.) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL N 4.) VERIFY FIELD CONDITIONS AND LOCAL CODIES BEFORE SUBMITTING BID. ACCEPTANCE. 5.) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR 9.) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. FINAL PAYMENT. I I I I I I I I I I I I I I I I I I I I 1 #2 1 #2 1 Q j #2 4"V.T.R JAL �il 4"V.T.R �I4"'V.T.R �I, d"V.T.R I IL 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 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 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 I I I I I I I I I I SECOND FLOOR CEILING I I I I I I I BATH 3 MASTER BATH I I RELOCATED TOILET �— j ----1-- 1 I NEW SHOWER I I RELOCATED LAVATORY I 1 I I I I i REMOVE TUB I I 1 111271 2"1 11/2"1 11/2"] 1112"1 2AZ RELOCATED 1 1 I � 1 I 1 1 1 RELOCATED � I TUB 1 I I I I I I LAVATORY I 1 v I 1 I I I Lay. I RELOCATED I I o i o I i i I I 1 TO I LET I � W.C. ' wi W.C. ' 1 1 WOOLSTON HOUSE ° 1 I FT— o —_n 1 1 1 GREEN)W00D ROAD SECOND FLOOR I cn I I II I I I FISHER:SISLAND,NEWYORK06390 2" 2" 2" 4" I I 1 1 KITCHEN j BATH 3 I I I I 2111 NEW 1112"1 1112" " il i 2� RELOCATED 4" 4" RELOCATED DW 4" SHOWER I I I LAVATORY 411 F.A. RELOCATED SINK I I RELOCATED Lay. y 1 1 TOILET I W.C. ol 3" FIRST FLOOR 2" 2" 1112" tip 4" C.O. KINLIN RUTHERFURD ARCHITECTS, PLLC " 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 4 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 4" TO SEPTIC, SEE LAUNDRY ATTACHED SITE AND RELOCATED SEPTIC DWG WASHER M BASEMENT N N w PLUMBING DIAGRAM N W W W z 01 PLUMBING RISER DIAGRAM C7 NOT TO SCALE .10 O PROJECT: 267 S H E ET: N/A U W W p.. F- U W TIMBER FRAMING NOTES: 1.0 INSTALL NEW SIMPSON HT 0 OR H2.5A FOR HOLDOWN AT ALL LEGEND A o CORNERS OF NEW ROOF (CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) 000 WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: ° SIMPSON H10 OR H2.5A 2. PROVIDE NEW FRAMING F(OR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 Psi AND NEW ROOF AS REQUIIRED. E1v= 2�8�50psi psi 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE FOOTING x z e �l o 0 FOUNDATION WALL o 91-01, N BEAM POCKET TOP OF FOOTING 11 2'-0" 5'-0" 2'-0" BELOW FROST LINE (TYP) ❑1 b X N LOCATION DIEOF COLUMN LINE OF COVERED ENTRY ABOVEa a� � LINE OF SCREENED PORCH ?� i — ABOVE INDICATES NDCAT S ( TO REMAIN 3'-3Y4" 2'-0 3'-3Y4" 2'-0" k 3'-3Y4" 2'-0" I - ❑ ❑ ❑ ❑ N a M I N TOP OF FOOTING BELOW FROST LINE (TYP) (T P) 0 ❑ a a� A401 Lo I El �� N ., - .. .. 1'-6" 3'-3Y4" 2'-0" 3'-3Y4 2'-0" 3—3,V 2'—O" 17'-334., WOOLSTON HOUSE GREENWOOD ROAD o FISHERS ISLAND,NEW YORK 06390 EXISTING FOUNDATION TO REMAIN C? �r o 02JGL;�/ TOP OF FOOTING LIINE OF DECK ABOVE BELOW FROST LINE (TYP) L❑ _ _ _ _ _ _ o KINLI N RUTHERFURD ARCHITECTS, PLLC 4'-2 " 4'-2 " 4'-2 " 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 2'—D" Y¢ 2'-0" Y4 2'-0" Y4 2'-0" NEW YORK,NEW YORK 10018 FAX:(775)582-1736 20'-7" 02 A401 fn M x N N 0 1 FOOTING PLAN - PROPOSED FOOTING PLAN N E~ w w N x a z 5-100 PROJECT: 267 SH EIET: N/A U F- U W F U 1.0 INSTALL NEW SIMPSON H110 OR H2.5A FOR HOLDOWN AT ALL TIMBER FRAMING NOTES: LE G E N D x CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) oo WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: LT ° SIMPSON H10 OR H2.5A 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi w AND NEW ROOF AS REQUIRED. E =1.9X10 pFv= 285 Bsi si 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE FOOTING x z a ° z °°° FOUNDATION WALL 0 N Y2"L. 7'—,o" 71 BEAM POCKET PIER ELEV. TO BE V.I.F. (TYP.) 10" 6'-2" 10" LINE OF FOOTING BELOW — — — = LINE OF SCREENED PORCH LINE O X INDICATES 36" MIN. BELOW FROST LINE 10" 4-5Y4" 10" ABOLOCATION OF COLUMN 6'-1Y4" LINE OF FOOTING BELOW LINE OF COVERED ENTRY 36" MIN. BELOW FROST LINE ABOVE I N INDICATES I 1 M EXISTING TO REMAIN Lo 0 4'-5Y4" 10" 4'-5Y4" ,0" JE :1[71 J ❑ PIER ELEV. TO MATCH 1 o EXISTING FOUNDATION WALL Y i° o (TYP.) N o, Lo D - A401 _ ❑ ❑ ❑ ❑ 10" 4'-5Y4" 10" 4'-5Y4" 10" 4'-5Y4" 10" 16'-834., WOOLSTON HOUSE GREENVNOOD ROAD o FISHERS ISLAND,NEW YORK 06390 EXISTING FOUNDATION TO REMAIN �g �9rF 029� �04. OF NE LINE OF DECK ABOVE PIER ELEV. TO BE V.I.F. LINE OF FOOTING BELOW (TYP.) 36 MIN. BELOW FROST LINE KINLIN RUTHERFURD ARCHITECTS, PLLC "10" 5'-4Y4 10" 5'-4Y4" 10" 5'-4Y4" 10" " 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 02 M01 LEJ cn N 0�1 FOUNDATION PLAN - PROPOSED FOUNDATION PLAN N I 1/4'-1'-0 H W W x El Q z SAO I PROJECT: 267 S H E ET: N/A ' U P. con17- u U W u NOTES: TIMBER FRAMING NOTES: LEGEND 1. INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL ¢ CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO p o 1. ALL TIMBER TO BE DOUGLAS FIR N0. 2 OR BETTER (POSTS AND RAFTERS) a 0°° WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: ° SIMPSON H10 OR H2.5A 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi Fv= 285 psi w AND NEW ROOF AS REQUIRED. E =t.9X1oe psi 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE — FOOTING x Z ° o Z °°o FOUNDATION WALL 0 N O Y2" x'_10" BEAM POCKET PT 2X12 RIM JOIST (TYP.) PT 4X4 PSL POST 10" 6'-2" 10" LINE OF COVERED ENTRY INDICATES _ ABOVE - o A- - PT 2X12 RIM JOIST (TYP.) X LOCATION OF COLUMN PT 4X4 PSL POST—\ 5 0 —3Y4" 5'-3Y4" 5'-3Y4.. PT 2X12 LEDGER BOARD W/CONTINUOUS FLASHING N �' T — INDICATES W/DRIP EDGE o---I N v EXISTING TO REMAIN X � Ns M rTm LINE OF SCREENED PORCH �n ABOVE I i° r PT 2X12 RIM JOIST (TYP.) PT 2X12 LEDGER BOARD PT 2X12 0 16" OC PT 6X6 PSL POST (TYP.) of e Lo f0 LINE OF PORCH DECK ABOVE 5'-3y4" 5'-3Y4" 5'-3y4" PT 2X12 RIM JOIST (TYP.) W�OOLSTON HOUSE GREENWOOD ROAD FISHERS ISLAND,NEW YORK 06390 EXISTING FOUNDATION �D A � TO REMAIN ���R<"� f'"Crj�_� �.. N ?� PT 2X12 LEDGER BOARD ' Cs` �✓ 1' �., x W/CONTINUOUS FLASHING N W/DRIP EDGE a LINE OF DECK ABOVE PT 2X12 RIM JOIST (TYP.) PT 6X6 PSL POST (TYP.) - -- ?� KINLIN RUTHERFURD ARCHITECTS, PLLC 71Y4 6'-2Y4" 6'-2Y4" 6'-2Y4" 11 y 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 (2) 1j" X 11j" LVL BEAM (WOLMANIZED) oz PT 2X12 RIM JOIST (TYP.) M A401 f' N 0�1 FIRST FLOOR FRAMING PLAN - PROPOSED N 1FIRST FLOOR FRAMING PLAN W W � x a x S-111 PROJECT: 267 SHEET: N/A U G. F- U W E~ NOTES: TIMBER FRAMING NOTES: 1. INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL LEGEND Q 0 CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TINBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) o WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: 0 SIMPSON H10 OR H2.5A 2• PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 26D0 psi w AND NEW ROOF AS REQUIRED. Fv= .9> psi E =1.9A10 psi 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL Posrs To BE (2) 2X wALL WIDTH MIN., UNLESS NOTED OTHERWISE FOOTING x Z e a o 2 °Oo FOUNDATION WALL 0 N BEAM POCKET X INDICATES LOCATION OF COLUMN 2X8 OOF RAFTE INDICATES L� ® 16" 0.c. EXISTING TO REMAIN N O (3) 1j" X 91" LVL BEAM U) �Q P < r�Q L 1ti 0 0 ` o x 2X1 ERS 0 ROOF RAFT 12" IDGE EAM,j I ® 16" O.C. oo (3) 1j" X 9}" LVL BEAM PT 6X6 PSL POST (TYP.) BELOW V) bd o1 O O N (3) 1j" X 9j" LVL BEAM 11 H WOOLSTON HOUSE GREENWOOD ROAD FISHERS ISLAND,NEW YORK 06390 - EXISTING FIRST FLOOR FRAMING TO REMAIN • f \` DECK g. �.c. KINILIN RUTHERFURD ARCHITECTS, PLLC 330 WIEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 02 A401 cn N 0 1 ROOF FRAMING PLAN - PROPOSED ROOF V' w` FRAMING PLAN W x 5-112 PROJECT: 267 SHEET: N/A