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Town of Southold Annex 4/30/2014 P.O.Box 1179 • 54375 Main Road 7d t� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36883 Date: 4/30/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Private Rd, Fishers Island, SCTM#: 473889 Sec/Block/Lot: 10.-3-20.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/14/2011 pursuant to which Building Permit No. 36390 dated 5/17/2011 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: Additions&Alterations to a Single Family Dwelling which include Kitchen Living Room Dining Room, Sunroom Foyer Sitting Room, Fireplace, Master Bedroom&Baths Partially Finished Basement with Sink& 1/2 Bath as applied for. The certificate is issued to duP Sanger,Penn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0054 4/7/14 ELECTRICAL CERTIFICATE NO. 36330 7/31/13 PLUMBERS CERTIFICATION DATED 7/16/13 Elgry Nemeskay Plumbing Au o ed Sfgnatur6 tc TOWN OF SOUTHOLD `4L BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36390 Date: 5/17/2011 Permission is hereby granted to: Sanger, Penn PO BOX 1 Fishers Island, NY 06390 To: Additions & Alterations to a Single Family Dwelling, (Lots #19 & 20, Merged to 20.1); Kitchen, Living Room, Dining Room, Sunroom, Foyer, Sitting Room, Fireplace, Master Bedroom & Baths, Finished Basement with Sink & 1/2 Bath, and Demolition of a Single Family Dwelling (Lot # 19), as applied for. At premises located at: 1616 Peninsula Road, Fisher's Island SCTM # 473889 Sec/Block/Lot# 10.-3-20 Pursuant to application dated 1/14/2011 and approved by the Building Inspector. To expire on 11/17/2012. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,148.30 Total: $2,198.30 Build /9 Inspector i p Form No.6 TOWN OF SOUTHOLD ' ! 14pR 2 4 ° 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$15.00 Date. L' New Construction: Old or Pre-existing Building: (check one) Location of Property: 1(0 k G 1 1y l N5V l,A 'V-Q4D t$j ja4,►D , NY House No. Street Hamlet Owner or Owners of Property: HIV IV SPIV QEY_ Suffolk County Tax Map No 1000, Section 10 Block 3 Lot ZO Subdivision Filed Map. Lot: Permit No. SCp3 10 Date of Permit. 7 j b l Applicant: ${t.VU D V_tM 03 (W-04I T6C�1 Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) i Fee Submitted: $ SO. co Applicant Signature ��1FF0t,� O Town Hall Annex p �� Telephone(631) 765-1802 54375 Main Road C Fax (631) 765-9502 H x P.O. Box 1179 Southold, NY 11971-0959 'y1j►0 ,#.�0� roger.richert(a)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pen Sanger Address: 1616 Peninsula Road City: Fishers Island St: NY Zip: 6390 Building Permit#: 36390 Section: 10 Block: 3 Lot: 20.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Connected Systems LLC License No: 45453-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 400a Heat oil Duplec Recpt 78 Ceiling Fixtures 27 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 22 Smoke Detectors Main Panel 2-20 A/C Condenser Single Recpt Recessed Fixtures 52 CO Detectors 3 Sub Panel A/C Blower Range Recpt 1-30 Fluorescent Fixture 5 Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 2-20 Switches 67 Twist Lock Exit Fixtures TVSS Other Equipment: 400a underground service, 2-paddle fans, 5-exhaust fans, 2-ARC fault circuit bree 1-post light Notes: Inspector Signature: Date: July 31 2013 Electrical Certificate.xls TEL. 765-1802 TOWN OF SOUTHOLD y�c OFFICE OF BUILDING INSPECTOR P.O. BOX 728 ' TOWN HALL SOUTHOLD, N.Y. 11971 FF,r �� I_ C E R T I F I C A T I O N APO 2 4 2014 DateUL TO�; i:ani D � 0 Building Permit No. T owner (';; l tA 4 N M ((' rx� (please print) Plumber f r1-1r '`j Nr!K1 f-' f (please print) ?-'s ^ M0 t I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbe s ignature) Sworn to before me this day of / - . Aotary Public Notary Public, County /t(a)0 4,, t-z;SEP4ARY F.Pt►,LUMf30 'N T':1RY PUBLIC wtY COMM1,SS>di4 EXPIRES MAR 31.2015 TOW1,OF y§OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDIN6 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 3 �3 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined I I ,20 I Storm-Water Assessment Form Contact: Approved ^ I / ,20 I I Mail to: Phone: Expiration ,20��- r Building Inspector APPLICATION FOR BUILDING PERMIT Date -JAy%A" (p , 20_1 INSTRUCTIONS a. This application MUST be 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. (Signature of applicant or name,if a corporation) Kiwi hi l ?,Ufl Lc f" f ni 4tG�'S, q l-l.G 33o W 38t'^ IoocP, Nkvi l,JQ✓k,t l�j 1 COl8 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder � 1 d' i Name of owner of premises Penn DuPont Sanq y AnA fiuC25-1 U-C. (As on Yhe tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. t4/q Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1(0 l to yi n u 1 k mck 5 s slctn House Number Street Hamlet / County Tax Map No. 1000 Section 6 O Block 3 Lot /°) ah O 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 SiC r-A"i 1H_Re i& ct_ b. Intended use and occupancy S"t nq(e rauv'&A QSideI1G¢_- 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 I Number of dwelling units on each floor If garage, number of cars I 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear 3+'-1" Depth Height Z2A3/e " Number of Stories Z Dimensions of same structure with alterations or additions: Front N(o-Z" Rear Depth 5t"If Height 2-7'- )0" Number of Stories 2 8. Dimensions of entire new construction: Front 52 f Rear 52' Depth 38 ' Height 2_1%- I o" Number of Stories 2. 9. Size of lot: Front 1 52. 8' Rear 151. 5 ' Depth 14 2 3� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9±0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises? YES NO 4tnn S*IeA- " P.o- D'0%1 14.Names of Owner of premises 4 pu%, 51 U-C Address Pisl nrs Islam, iJ` 01o&Phone No. 1631)^1 as- -7 2&1 Name of Architect KW q, R0ktx W Ay&Wi+cc4-s Address tAgL°T���aus"'(� oo°a' Phone No (212 (0�5-a R 88 Name of Contractor T.P'• D. Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 K 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF 1 6ACe t) . k t n 1 f n being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ADS n+ / A-roh f-ec f 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 3 day o GENE WELCH /^ Notary Public - state of New York / No.01 WE6131173 Notary Public Qualified in Kings cou y Signature of Applicant My Commission Expires • BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.7403 DATE: SEPTEMBER 22,2010 ISSUED TO: PENN duPONT SANGER AND HOUSE 57LLC PROPERTY ADDRESS: PENINSULA ROAD,FISHERS ISLAND SCTM# 10-3-19 &-20 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 22.2010,and inconsideration of application fee in the sum of$250.00 paid by Penn duPont Sangg and House 57LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to combine lots 19& 20; demolish the existing dwelling on lot 19 and renovate the existing dwelling on lot 20 with an addition on the west side;with the condition of a fine of staked hay bales with silt fencing is installed prior to construction; and as depicted on the site plan prepared by CME Associates Engineering,Land Surveying&Architecture PLLC,last dated September S,2010,and stamped approved on September 22,2010. IN WITNESS WHEREOF,the:said Board of Trustees hereby causes its Corporate,Seal.to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. %of Ft a John M.Bredemeyer III, President .4vog so yo Town Hall Annex Michael J. Domino,Vice-President ti0 1p 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee G '.mac` �► YQ Charles J.Sanders,Trustee Telephone(631) 765-1892 OINV �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES % C TOWN OF SOUTHOLD March 19, 2014 C,, 0 Mr. Bruce D. Kinlin 330 West 38th Street New York, NY 10018 RE: PENN DUPONT SANGER AND HOUSE 57LLC PENINSULA ROAD, FISHERS ISLAND SCTM# 10-3-19 & 20 Dear Mr. Kinlin: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 19, 2014: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#7403 for the as-built +/-639sq.ft. on-grade bluestone patio on the seaward side of the dwelling; and as depicted on the revised site plan prepared by Kinlin Rutherford Architects, PLLC, received on February 21, 2014 and stamped approved on March 19, 2014. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, 70'ri^- Ov% John M. Bredemeyer III° President, Board of Trustees JMB:amn John M.Bredemeyer III,President oE SID - Town Hall Annex Michael J.Domino,Vice-President �� l0 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee G Q Telephone(631) 765-1892 Charles J.Sanders,Trustee COMM Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0974C Date: April 30, 2014 THIS CERTIFIES that the combination of lots 19 & 20; demolition of existing dwelling on lot 19; renovation of existing dwelling on lot 20 with an addition on the west side; and for the as-built±639 sq. ft. on-grade bluestone patio on the seaward side of the dwelling At Peninsula Road, Fishers Island,New York Suffolk County Tax Map # 10-3-19 & 20 Conforms to the application for a Trustees Permit heretofore filed in.this office Dated August 2, 2010 pursuant to which Trustees Wetland Permit#7403 Dated September 22, 2010,was issued and Amended on March 19, 2014 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the combination of lots 19 &20; demolition of existing dwelling on lot 19; renovation of existing dwelling on lot 20 with an addition on the west side; and for the as-built±639 sq. ft. on- grade bluestone patio on the seaward side of the dwelling.. The certificate is issued to PENN DUPONT SANGER AND HOUSE 57LLC owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 A& SUNY @ Stony Brook v 50 Circle Road, Stony Brook, NY 11790-3409 'hone: (631)444-0365 - Fax: (631)444-0360 Website: www.dec.ny.gov Alexander B. Grannis Commissioner LETTER OF NO JURISDICTION TIDAL WETLANDS ACT September 27, 2010 Mr. Penn DuPont Sanger Drawer 1 Fishers Island, NY 06390 Re: Sanger property Peninsula Road, Fishers Island SCTM# 1000-010-3-20 Lots 57, 58, &59 Application#1-4738-02755/00004 Dear Mr. Sanger: Based on the information you submitted, the Department of Environmental Conservation has determined that : The property landward of the 12'elevation contour as shown on the survey by Richard H. Strouse, last revised 9/8/10 , is beyond the jurisdiction of Article 25(Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661)no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area)or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaininyiny ne sary permits or approvals from other agencies or local municipalities. i e ely, iel Permit dmini a r cc: Kinlin Rutherford Architects BOH-TW File ���F S�jyo Town Hall Annex Telep 1)765-1802 �> 5P.O.B x 11R9 G roger.dche rt MY96Y u 2012 Southold,NY 11971-0959 ' BLDG.DEPT. TOUJN Of SOLITHOM BUILDING DEPARTMENT 1 TOWN OF SOUTHOLD !. APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: A.Sotj I Ck Date: '-? zp 12 Company Name: N N'P_ .5 i DWI LL C Name: License No.: - Address: 5-cl 7�,rJ 5� P4-D Sui Td a Lp Z`t'rvt- O(o Phone No.: . x(40 JOBSITE INFORMATION: (*Indicates required information) { *Name: GtiZ m2 , pero o OND J CN N►Pz *Address: Pl:N j N S u 1. Qo *Cross Street: DA,6T 02.0 "#4 Q I *Phone No.: X60 -7%5 { Permit No.: acp p Tax-Map District: 1000 Section: In Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Cleady) 4AJO l%N15q �'L/NG� Or" Nan/ �ES.,,O V Cf•, f�PP201C r9�r L 3, Sob SC���2 r Ft�T, (Please Circle All That Apply) *Is job ready for inspection: G / NO Rough in Final *Do you need a Temp Certificate: YES NO Temp information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: nnect ndergroilP� umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICAT(O D [5 �� , ��] CL��i2�C�t� fc/olWN - . OF NEW 2Et)10 NCL JUL 73 2012 82-Request for Inspection Form BI DG. DEPT. TOWN OF SOL11HOLD .� TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOTT, S 1H n(Ase, L L C Roo y4r FORNtR OWNER N E ACR. UY r Y ' S W TYPE OF BUILDING ! va Y� t In H RES " a�0 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP, TOTAL DATE REMARKS �.D o v U �,8��- LZ6c) 4674 �l 2-S 2 0 tJ `�2r 31 ��- t.-1f8ZZ 4-e uP8 ifz�Hv AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 _ Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH .r `p BULKHEAD Total DOCK • •' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ _ a ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■�p�■■■■■■■■■■■■■■■■■■■■ iMA" ■■■Mrs; '■■■■■■■■■■■■■■■■■■■ ■■■!e!'■■■ 11■■■■■■■■■■■■■■■■■■■ "M ► ■■■C�11■■■ ;;M■:■■:■■:■■:■■■■ ° . = ■■■■ MM ■■ ■■ ■■ ■■■■ ..■ - ■■■■■■■■11■■■■■■■■■■■■■■■■■■■ ■■■M ww.e 111MMMMMMMMMMMMMMMMMMM ■■■J®MM 11■■■■■■■■■■■■■■■■■■■ ■■■■■" ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■ WAN Are a Fopndation Basement 'Ext. Walls Interior Finish Fire sue■■ . ... .. : . Recreation Room Rooms 2nd Floor; MML Dormer riveway DD - TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE; DIST. SUB. LOT; tze_20 'ln C��,(1 '~ n Su �d li oaa� % 'mot l� 'fir rz�� �E/✓/NBA�nq. 7� . -FORMER OWNER I E ACR. Kchp r A /f i C 4 Jmu eri-a 1-14-0 S W TYPE OF BUILDING 2ES �� SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS d t� 4 zo�Z�I 15C��c �+,ZTt2�TC�Trz6FJ pow L- I - S'GrU 3 d O �o G o �2 G��i or T. jf v O D c) 1 -r- Q z o -t 3 3 , - /4,00 �{l od / 57v o 4 � 93 i �L L� -� r A E 5©Ofl B I DING CO DTI I I.��ra. f,���U'fL)DVAYC_ NEW NORMAL BELOW -ABOVE 7_ �# -6e �1; ��n FARM Acre Value Per Value f _ Acre 4 d1 64 lac es Tillable I Tillable 2 Tillable 3 Noodland Swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD , -louse Plot DEPTH G BULKHEAD �► low Total DOCK y, mew of I ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ... ■■■i■i-'ii■■■■■■■■■■■■■■■■■■■ Foundation Basemen ■■■ill■�� ■IR,�■■�■■■■■■■■■■■■■■■ - ■■■■tom■��"J■■■■■■■■■■■■■■■■■■■ _®Fire Place - — •. Room I st Floor :"IATTFIEWS & HAM ATTORNFYS AND CO:'S�FIARS AT LAN' COPY BEE NUGENT STRY.ET SOUTHAMPTON, NF.w YoRA m)88 PHILIP B. MATTHiWS (IM1L'.INH_I 11:51-:2113-2400 f 1csm11.1: 13:31.2FS7.1070 STEPHEN I.. HAN, IN mail Mmhamel u'aol cvm BA$$A$A T. IIAM e June 1, 2010 BY PRIORITY MAIL Ms. Lauren Standish Town of Southold Board of Trustees P.O. Box 1179 Southold, NY 11971 Re: Application of Penn duPont Sanger and HOUSE57 LLC Dear Lauren: Further to and elaborating upon our telephone conference earlier today, I am writing to request that the Board of Trustees entertain a joint application from two adjoining property owners at the Peninsula on Fishers Island. In that regard, I have enclosed a Site Development Plan prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC under date of February 10, 2010. As disclosed on the Plan and as your office is aware from prior correspondence and conferences with Kinlin Rutherfurd Architects, the proposed project involves the owner of SCTM No. 1000-10-3-20 ("Lot 20"), Penn duPont Sanger, acquiring title to an adjoining parcel designated SCTM No. 1000-10-3-19 ("Lot 19")from the current owner of that parcel, HOUSE57 LLC. He would then merge the two parcels so as to form a single building site, demolish the existing house on Lot 19, remodel the existing house on Lot 20 and construct an addition to the remodeled house, part of which would be located on former Lot 19 in the area of the existing house on that Lot. A previous application for this project was returned to Kinlin Rutherfurd Architects by your office with the explanation that such application was premature in that the owner of Lot 20 did not then own and would not be the owner of Lot 19 during the application process. Your office and subsequently (I believe) the Town Attorney's office recommended that Mr. Sanger (the owner of Lot 20) acquire title to Lot 19 and effect the merger of the two parcels prior to proceeding with his application. Neither the prospective applicant nor his architects were comfortable with this x r� Ms. Lauren Standish Page 2 June 1, 2010 recommendation because it required him to bear the risk of purchasing a property that would be of no use to him if his application were denied or approved but burdened with unsatisfactory conditions. Moreover, it would have entailed the merger into a single building site of two lawful preexisting nonconforming lots and dwellings which could not have subsequently been re-separated without relief from the Zoning Board and perhaps the Planning Board, a result that would be acceptable only if a satisfactory permit was granted. When your office was asked to consider the application upon delivery of a written consent from the owner of Lot 19, the Town Attorney apparently still advised you that it would be premature for it to be processed. In my more than twenty-five years of experience in dealing with zoning and planning matters, I have often assisted clients in applying for permits, variances and the like before they were owners of the property for which they were seeking approval or relief. For example, a contract vendee would have standing to apply for a variance affecting the property he or she had agreed to purchase, typically with the current owner having to give consent. With that premise stated, I would propose the following solution which should address the Trustees' concerns about entertaining applications from parties with no standing while at the same time protecting the owner of Lot 20 from undue risk in the event of an unsatisfactory outcome. The owner of Lot 20 will enter into a contract with the owner of Lot 19 to purchase Lot 19 from that owner. The contract will be subject to the issuance by the Board of Trustees of a permit approving the project substantially(but not precisely)as proposed on the enclosed plan. Pursuant to that contract, the parties would make a joint application to the Board of Trustees for the requisite approval. If the project is approved by your Board, it could impose a condition to the effect that no work could commence unless and until title to Lot 19 was transferred to common ownership with Lot 20 and the two parcels were merged by deed and by action of the Town Assessors Office. If necessary, those conditions could even be presented as part of the application as well as the resolution of approval. Please ask your Board (and the Town Attorney if deemed advisable) to consider this solution or to recommend other or further proposals for addressing the concerns of my client as well as those of your Board. Thank you for your courtesy and cooperation with this matter. Sincerely, 5/ Stephen L. Ham, III Enclosure cc: Mr. Bruce D. Kinlin (w/o enclosure) v- i n.11 January 12, 2011 Mr. Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Mr.Verity, Enclosed is an application for the renovation and addition to a house on Peninsula Road on Fishers Island, NY. Enclosed are 4 sets of Architectural drawings prepared by Kinlin Rutherfurd Architects, 1 stamped Site Development Plan prepared by CME, the REScheck Compliance Certificate and also a blank check to cover the required fees. Also enclosed is the Suffolk County Department of Health Services Permit#R10-10-0054.A Copy of the approved plan enclosed. The DEC letter of No Jurisdiction for the project is enclosed. The Southold Town Trustees have reviewed and approved the project.Their approval letter is enclosed as well. This is a joint application from Penn DuPont Sanger, the owner of SCTM No. 1000-10-3-20('Lot 20"), and HOUSE57LLC, the owner of SUM No. 1000-10-3-19('Lot 19"). Also enclosed is a copy of a letter to the Town of Southold Board of Trustees regarding this project from Stephen L. Ham, III dated June 1, 2010. As described in Mr. Ham's letter, the proposed project would involve Penn DuPont Sanger acquiring title to the adjoining parcel, Lot 19, from HOUSE57LLC. Mr.Sanger would therfnerge the two parcels so as to form a single building site, demolish the existing house on Lot 19, remodel 1he existing house on Lot 20 and construct an addition to the remodeled house, part of which would be located on former Lot 19 in the area of the existing house on that Lot. As was the case with their application witthe Town Trusteesjhe applicants are willing to accept a condition of approval to the effect that no work could commence unless and until title to F 1,P 4:Ufa 4'-3 1} aP fro a'Yf1",t Lot 19 was transferred to common ownership with lot 20 and the two parcels were merged by deed and by action of the Town Assessors Office. Please let us know if you require any additional information. Thank you for your attention to this application. Sincerely, Bruce D. Kinlin, AIA Page 1 of 1 Gillen, George From: Christine Dennett[Christine@ kinl inrutherfurd.com] Sent: Friday, January 28, 2011 2:30 PM To: Gillen, George 1 Cc: Bruce Kinlin; Flavia Cv�J Subject: [New Sender-]-Sanger Renovation Permit- Message is from an unknown sender George, Please see the attached proposed basement plan responding to your question regarding a direct exit from the basement. We wanted to check with you before we officially resubmit the drawing. Will this new bulkhead satisfy the requirements? Notice that we would like to put an insulated door in the basement leading to the bulkhead. v Thank you, Christine Dennett KinlinRutherfurd Telephone Architects, PLLC 212 695 2988 330 West 38Th Street Telefax Suite 1006 775 582 1736 New York,NY 10018 www.kinlinrutherfurd.com 1/31/2011 �ro TRANSMITTAL Project: 118-Sanger We are sending the following: Re: Permit Set Revisions ® Drawings To: George Gillen ❑ Shop Drawings Southhold Building Dept ❑ Specifications Town Hal ❑ Samples 53095 Main Road ® Rescheck Report Southhold, NY 11971 cc: Via: ® FedEX ❑ Fax ❑ US Mail From: Christine Dennett ❑ Messenger Date: January 31, 2011 ❑ QTY DATE DESCRIPTION 1 01/31/11 Site Plan 1 01/31/11 Basement Plan 1 01/31/11 Window Schedule 1 01/31/11 Window Schedule 1 01/31/11 Exterior Door Schedule 1 01/26/11 ResCheck Report 1 Site Plan from CMECPK showing frontyard setback calculations February 2, 2011 Attn: George Gillen Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear George, Enclosed please find the additional documents and information requested for the renovation and addition to a house at 1616 Peninsula Road on Fishers Island, NY: (3) 22x34 copies of revised dwgs (1) 11 x17 Site Plan showing the requested information of existing buildings within 300 feet of the proposed building used for the Front Yard Building Setback Calculation. Thank you for your help reviewing this application.And please let us know if any additional information is required. Sincerely, [�—� Bruce D. Kinlin, AIA pF SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1 179 Southold,NY 11971-0959 �COUN N,� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 29, 2011 Penn duP Sanger PO Box 1 Fishers Island, NY 06390 RE: Peninsula Road, Fishers Island TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00 Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) v Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36390-Z additions and alterations CME Associates Engineering, Land Surveying & Architecture, PLLC 32 Crabtree Lane,PO Box 849,Woodstock Cr o6281 Phone: 86o.928-7848 Fax:86o.928-7846 December 21, 2011 D E C E � WE Southold Town Building Department DEC 2 7 2011 Town of Southold Town Hall Annex BLDG.DEPT. 54375 Main Road TOWN Of SOUTHOLD P.O. Box 1179 Southold, NY 11971-0959 Re: Permit# 36390- Penn Sanger- The Peninsula- Fishers Island To whom it may concern: The foundation for the addition has been constructed and enclosed are 3 copies of our plan showing the final location. Please contact me if you have any questions. OdH. e, P.E., L.S. Director of Private and Commercial Development Cc: H.P. Broom 162 Ferry Road Hadlyme, CT 06439 Toll Free 888.291.3227 Equal Opportunity Employer www.cnieengtneeiing com CME SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ;41% �4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 10, 2013 Kinlin Rutherfurd Architects PLLC 330 W 38th Street, Suite 1006 New York, New York 10018 TO WHOM IT MAY CONCERN: Put all notes in here The Foil Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: � ' Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trus ees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) 1 Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 36390=Z additions and alterations n,r. ? 6 X90 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: �- �^ 'r Date Reviewed. ''(9.. Applicant: Owner: cite Uftgineer: 2911.y e- � Estimated Cost: SCTM# 1000- !O ,3 -- a0, Subdivision: Zone: o Conforming? Property Address:, City: / �-/a' 44 , Pre COs? NO Building Permits (Open/Expired): P 131 ad,z l C1O Z- �;Info: ��-' BP 3'414 SZ/C/0 Info: attvL 0 Bpa a1d$-Z l c/o Z- Info: CUZ L BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- ,Info: Single& Separate Search Re ired? Y or, De rtnination: �4TAL 13,0-5b REQ. Lot Size: ACT. Lot Size: M (0 53 a 7M. Lot Cov. ACT: Lot Cov. REQ. Front ACT.Front REQ Side ACT. Side REQ. Rear PROP. Rear ©Q. Hei t. ACT. Height -lest; b*4US1DES A CT Project Des cription• WVIML Water root? or N�,/� �a�� If yes, water body: W Panel# '"— Flood Zone: r Bulkhead/Bluff Distance: '-- ADDITIONAL APPROVALS REQUIRED Suffolk County Health W If yes, *Bed#: *Date: PYKI* *Permit#: kIO-10-005/Town Septic: Y ore h�t �- If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y of N/ Date: _/ / Permit#: o�Letter Notes: Southold Trustees Y or N - Date: /a' ] 0 Permit#: —Nores:. Southold ZBA:0 or N Date: _/ / Permit#: —Notes: Southold Planning: Y oro Bate: '/ % Permit#: _ —Notes: Town Landmark C of A: Y o&NTE: /_ / , °iVYS CODE Compliance(page 2)6or N Notes: ��` ` tOL " /V.,e,�.. V�! ' � _ P �—�s—�► .o;�e.--�-fie. e Structure:ucture�. M" � Calcula ivu. O Foundation: S SF 1. ( SF)- ( _SF)= 3SQ SF X$ =$ First Floor: ;_0 SF . + Initial Fee: $ 7. 0 0, 00 Ac' Second Floor: V3 SF + Additional Fee Other Dewol-moa _SF 2. ( SF)- ( _SF)= 3.6 9 SF X$ , 3o=$ 4 ( O s 7o Total: SF + Initial Fee: $ 100 , 00 0 �-� - `� to ,-OO + Additional Fee ( ): $ Q ? ` TOTAL: $ 13 1�2 i EXaT.CRAKE "/tD/ PROPOSED BOULDER BOULDER SUN" I4 7.1 SLOPE 21 TO 1 1/21 ---� EXIST.,CRADE l 21 TO 1 1 1 --\ i1 15 �r 2-4 TON -_... -------- 10._ _._.__ -__.__ - - i 2-4 STONES wool) \ 10 / _.__ _._— _ __ —.__ _— IB I ME I7 . !� 1 x \-NSTALL ABITgC LL_ to 5 - -- 3. - - - � 5 5 - -- - 5 00 19 0! FABRIC � - - -alws CO Q ' RDpc pills 1 DEEP _ t DEEP 2} 0 --� -_- — — 0 0 -- - _ ___ 0 0'►- G�LLJ ---- Ex1 FD-E - --- _cRwE Z 3 22 Op��\t`c� -5 -5 0 10 20 30 40 50 0 10 20 30 40 50 24 "SECTION "A" SECTION "B" LOCATION MAP SCALE: i" = Opp• NOTES: I COORDINATE DISTANCES ARE MEASURED FROM U_S. COAST AND GLODEFIC SURVEY TR:AHGVLATKTN STATION `PROS" 2. SITE IS-N THE TOWN OF SOUTHOLD.COUNTY OF SUFFOLK. TAX NAP 1000, SECTION 010. BLOCK 3• LOT 27 3, SITE 15 IN R-40 ZONE 4 TOTAL AREA: 13.250* S.F. S. OWNER Venn Dupont Son9er Fisher.Wand. N.Y. 06390 I (631) 788-7264 6- BASE FOR LEvELS N G l D 192R LOT #5 7 I G PROPOSED BOULDER am"" SLOPE 21 TO 1 1/2:1 2-4 IM=J*(NO GROUT) NON. E%ISIlC ROC16 ON WIRE H 2 w" -E,ZLOT ': SEP 2 5 TO BE REUSED MERE POSSIBLE ( STacKAOE iENCE+ •1 j IL, f mROCKS TO BE PLACED A II ; F.F.-IlLL04 II 1++4M F F. FIRST FLOOR UNDER STEPS I 4 ELEV. ELEVATION •-5.2 -4.1 .2 j NjF NOtS OR FORMERLY SOVARE SEE! pt6TN0 Q PILE WHARF I I �BCX 1K1EX S'f' r-24 ' A-O {13.5 Q "Tl F IE 11 I I EXISTWfi rri B F B I DFe�TSAr 4 l I 1 EXISTING ; I R'I -( FLOATING DOCK X,13.5 \ j I \ 1,14 I + R 140N. I F EROSION CONTROL PLAN - OARDErI s 24' M 13! PREPARED FOR 1982.01 LOT #so L PENN DUPONT SANGER F� F9 ¢7- E%6IHG GARDEN BEDS F4i����j TO REM NN ao ILO r -za LOTS 511 R 59 11 lei 2 5 �• ., QAPNC scut N rETT THE PENINSULA FISHERS ISLAND, NEW YOR 1 -_ i�yL If ATe 1p _ "ry�r.� REVISIONS CNANCLER, PALMER de KINOr J �rh 1pj. DATE DESCRIPTION p- �_,'1 �" gR.N�*Ire.FM�elKnq O0$VwS�v ' � Mao\R mM waY-Jtr nV er-1P GATE: JULY 17. 2000 SCALE: 1" 20' SANCER_EROSIGN--FI O4G\LM SHEET I OF 1 - • I I HARBOR F t' �coVe 0 a3 a g a7 a ..1 SITE am( g :a W°E GO TIES FOR SEPTIC SYSTEM in A e C D \ �a U E TANK INLET 56 56' °m IRON F/FF F TANK OUTLET 52.5' 59.5' Y \` (FOUND) �\(LOA G DISi.BOX 42 57' M'M W 5 H POOL 23.5' 24.5' w e7 U I POOL. 17.3' 19.3' AVpyW ,y. W \ � \ J POOL 18.5' 23.7' /+-) "� >hf K POOL 25' 28.5' rr ll °� W s 724900^E g \ LOCATION MAP SCALE 1"=400' V O/W e9 w T LOT f56 O DRY WWEEI \\,\1� W WaANING \ N 1756.81 NIF l3 DRAINS ; 3 \T` RQ�\ E 98201 1.)'SURVEY MAR PROPERTY TO BE CONVEYED TO KATHERINE d.P SANGER& PAUL D. VARTANIAN p' I wv AD W REYNOLDS dMPONT,JR.LOT-57 AT THE PENINSULA FISHERS MAND,NEW VACANT LAND' W YORK DATE 12/24/96 SCALE 1'-20'SHEET 1 OF 1'BY CPK-CHANDLER, PALMER&KING.CME FILE/K101& �y 'd - 2.)"SURVEY NAP PREPARED FOR PENN DUPONT SANGER LOTS 58&59 THE -' -'�. ,� d PENINSULA FISHERS ISLAND,NEW YORK OATS 05/01/2008 SCALE; i'-20' I C�•��7G"I'r�G` SHEET: 1 OF 1'BY CANE ASSOCIATES ENGINEERING,LAND SURVEYING k ARb8TEC1URE,PLLC.CNE PROJECT 02008812. WOOD (FOUND) _ IW EIi ROW O } 3'* ; ��i RETUNING M16r]Nd%wm2W DRY WELL STONE �' "Y �ORRIwrwN pNLr) Wa_L i• 1.)THIS SURVEY WAS PREPARED FOR THE PARnES AND PURPOSE INDICATED 60B1rOL JW. ^�FOR FOOTING PATIO �.' f / HEREON.ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO ORNN BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE GRAVEL DRIVEWAY /A A ENGAGEMENT. �_ GALLERIES 2.)R R A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON,UNLESS FOR ROOF ..A ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR,TO ALTER AN DRAINS 4B* ID - ITEM N ANY WAY. of LOT 57 ``.�� j.' 3.)ONLY COPIES OF THIS SURVEY MARIRD WITH THE L SURVEYOR'S iii SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE Tiff PRODUCT OF 0 Q THE LAND SURVEYOR. LOTS;/58 & 59 G - ���, ' F Nr LOT 60 s I� .i' - NIF 4.)COORDINATE DISTANCES ARE MEASURED FROM US COAST AND GEODETIC Z O � •° I H\I G / _ SCUDDER N. SURVEY TRIANCUUTION STATION'PROS'. N In SINCLAIR Of } 4 SINGLE FAIRLY RESIDENCE- 5.)SITE Is N TEE TOWN OF swmw.couNTY OF SUFFOLK TAX MAP woo. id j J SECTION 010.BLOCK J.LOT 20. F' N i Il RrMxxNC wui a MUNICPAL WATER Z Mmi?0 1f) OFaLC 'ON SfTE SEPTIC' 6.)TOrAL AREA-19.7803 sF. O ^d Z Z LUIS OF HIGH WATER AND d' AWFA "'0 �7 7.)SITE 6 LOCATED N R40 ZONE O W ? �w In Lz In m TOOL WETLANDS AT CB \i' BJ 6�SE FOR LEVELS:NGVD 1929. (L O In a y F Q EXX Di LAWN/ J LU __I. 9.)PROPOSED LOT COVERAGE 152X x � d' \ _ \ ♦ OI ` `I TOTAL COVERAGE N.LOWED 20x Z \ � �� �pl $a�� 1Rµ�l 10��IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPoSAL w BOULDER -•'EY ` --- -- a o \ RETAINING WALL\ f ., \ \� BOULDER I., �, Q row. RETAINING WALLS y,� (� Q \ I jai ` I 9�f V r' -PILE(TYP.) �� \\ LUIS OF HIGH WATER AND TOLL(POL WETLANDS AT AFF) I.. APR L 4 2014 � ` V \ WALL(PER.OE srAFT) CALCULATION FOR FRONT YARD BUILDING SETBACK CT \ OF THE YARD SHAH UI THE AVERAGE SETBACK OF THE EXISTING BUILDINGS WITHIN 300 ET 4W° 0 4 \ OF THE PROPOSED BUILDING ON THE SAME SIDE OF THE STREET WITHIN THE SAME D - ° \ ` N 6.8'+3.0'+15.7' -7.4'+28.5'+36.0'+23.1' 720.5.- 120.5/7. 17.2' _ LU ��89yoF OR lEG� 0 O Now DR FORMERLY � SUFFOLK .!;IA, I V rE= ELEVATION; I� �= 1F � r - 1 I�0 WORKS FOR SF ! SQUARE FEET_ HYDRANT -IL .-^,l FPJCE DO WATER VALVE c n PE 0 ' 2Gid.__ FR L 1 �t? Y; ,�,Ni 'TONE WALL m I u S s EXISTING TREELNE - - RETAINING WALL u - ftp05ai arm Wvter suroiJ ^T'' SPLIT RAIL FENCE _m o cWSi m ; ,:.s t(7),A/or t,'ed f ed by Ws Depti C DATE: DEC. 6, 2013 ,c,s� s`ac.ory FOR A MAXIMUrVtQF.�._�. - .. SCALE: 1' = 40' QUALITY CONTROL CERTIFICATION GROUP DAN j i W { s ` - SHEET vA+ Rw • }( �i� ff Ci°of 1+'d, a T 20 m o 20 1 OF 1 aA A GAPIYC SCALE N FEET ,jREScheck Software Version 4.3.1 r4l" Compliance Certificate Project Title: Sanger House Renovation Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 26% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Fishers Island,NY Penn Sanger Bruce Kinlin Kinlin Rutherfurd Architects 330 West 38th Street Suite 1006 New York,NY 10018 iCompliance:Passes Compliance:24.5%Better Than Code Maximum UA:1038 Your UA:784 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assembly or or D•• Perimeter • North New Wall 1:Wood Frame, 16"o.c. 249 19.0 0.0 13 Window 1:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 2:Wood Frame:Double Pane with Low-E 14 0.350 5 North New Wall 2:Wood Frame, 16"o.c. 71 19.0 0.0 2 Window 81:Wood Frame:Double Pane with Low-E 11 0.350 4 Window 82:Wood Frame:Double Pane with Low-E 11 0.350 4 Door 5:Solid 22 0.350 8 North New Wall 3:Wood Frame, 16"o.c. 214 19.0 0.0 9 Window 5:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 6:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 7:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 8:Wood Frame:Double Pane with Low-E 14 0.350 5 North New Wall 4:Wood Frame, 16"o.c. 138 19.0 0.0 7 Window 9:Wood Frame:Double Pane with Low-E 6 0.350 2 Window 10:Wood Frame:Double Pane with Low-E 6 0.350 2 Window 11:Wood Frame:Double Pane with Low-E 6 0.350 2 North Existing Wall 1:Wood Frame, 16"o.c. 57 19.0 0.0 3 North Existing Wall 2:Wood Frame, 16"o.c. 453 19.0 0.0 23 Window 12:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 13:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 14:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 15:Wood Frame:Double Pane with Low-E 9 0.350 3 Window 16:Wood Frame:Double Pane with Low-E 9 0.350 3 Window 17:Wood Frame:Double Pane with Low-E 9 0.350 3 East New Wall 1:Wood Frame, 16"o.c. 75 19.0 0.0 2 Window 18:Wood Frame:Double Pane with Low-E 17 0.350 6 Window 19:Wood Frame:Double Pane with Low-E 17 0.350 6 East New Wall 2:Wood Frame, 16"o.c. 52 19.0 0.0 3 East New Wall 3:Wood Frame, 16"o.c. 61 19.0 0.0 3 Window 20:Wood Frame:Double Pane with Low-E 14 0.350 5 East New Wall 4:Wood Frame, 16"o.c. 138 19.0 0.0 3 Window 21:Wood Frame:Double Pane with Low-E 11 0.350 4 Window 22:Wood Frame:Double Pane with Low-E 6 0.350 2 Project Title: Sanger House Renovation Report date: 01/04/11 Data filename:K:\1-ACTIVE PROJECTS\118-Sanger\ResCheck\118(10)06-24 ResCheck with insulation under first floor.rck Page 1 of 4 Window 23:Wood Frame:Double Pane with Low-E 22 0.350 8 Door 2:Glass 48 0.350 17 East Existing Wall 1:Wood Frame, 16"o.c. 514 19.0 0.0 28 Window 26:Wood Frame:Double Pane with Low-E 16 0.350 6 Window 27:Wood Frame:Double Pane with Low-E 16 0.350 6 Window 28:Wood Frame:Double Pane with Low-E 9 0.350 3 Window 28 copy 1:Wood Frame:Double Pane with Low-E 7 0.350 2 East Existing Wall 2:Wood Frame,16"o.c. 63 19.0 0.0 3 Door 3:Solid 18 0.350 6 South New Wall 1:Wood Frame, 16"o.c. 200 19.0 0.0 4 Window 29:Wood Frame:Double Pane with Low-E 7 0.350 2 Window 30:Wood Frame:Double Pane with Low-E 7 0.350 2 Window 31:Wood Frame:Double Pane with Low-E 7 0.350 2 Window 32:Wood Frame:Double Pane with Low-E 7 0.350 2 Window 33:Wood Frame:Double Pane with Low-E 25 0.350 9 Window 34:Wood Frame:Double Pane with Low-E 25 0.350 9 Window 35:Wood Frame:Double Pane with Low-E 25 0.350 9 Window 36:Wood Frame:Double Pane with Low-E 25 0.350 9 South New Wall 2:Wood Frame, 16"o.c. 45 19.0 0.0 3 South New Wall 3:Wood Frame, 16"o.c. 148 19.0 0.0 3 Window 41:Vinyl Frame:Double Pane with Low-E 4 0.350 1 Window 42:Wood Frame:Double Pane with Low-E 4 0.350 1 Window 43:Wood Frame:Double Pane with Low-E 4 0.350 1 Window 44:Wood Frame:Double Pane with Low-E 4 0.350 1 Window 45:Wood Frame:Double Pane with Low-E 19 0.350 7 Window 46:Wood Frame:Double Pane with Low-E 19 0.350 7 Window 47:Wood Frame:Double Pane with Low-E 19 0.350 7 Window 48:Wood Frame:Double Pane with Low-E 19 0.350 7 South New Wall 4:Wood Frame, 16"o.c. 324 19.0 0.0 14 Window 49:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 50:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 51:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 52:Wood Frame:Double Pane with Low-E 17 0.350 6 Window 53:Wood Frame:Double Pane with Low-E 17 0.350 6 Window 54:Wood Frame:Double Pane with Low-E 17 0.350 6 South New Wall 5:Wood Frame,16"o.c. 266 19.0 0.0 13 Window 55:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 56:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 57:Wood Frame:Double Pane with Low-E 14 0.350 5 South New Wall 6:Wood Frame,16"o.c. 196 19.0 0.0 5 Window 59:Wood Frame:Double Pane with Low-E 17 0.350 6 Window 60:Wood Frame:Double Pane with Low-E 17 0.350 6 Window 61:Wood Frame:Double Pane with Low-E 17 0.350 6 Window 62:Wood Frame:Double Pane with Low-E 17 0.350 6 Door 4:Glass 43 0.350 15 South Existing Wall 1:Wood Frame, 16"o.c. 57 19.0 0.0 3 Window 63:Wood Frame:Double Pane with Low-E 7 0.350 2 West New Wall 1:Wood Frame,16"o.c. 289 19.0 0.0 14 Window 64:Wood Frame:Double Pane with Low-E 18 0.350 6 Window 65:Wood Frame:Double Pane with Low-E 18 0.350 6 Window 66:Wood Frame:Double Pane with Low-E 18 0.350 6 West New Wall 2:Wood Frame, 16"o.c. 192 19.0 0.0 5 Window 67:Wood Frame:Double Pane with Low-E 6 0.350 2 Window 68:Wood Frame:Double Pane with Low-E 6 0.350 2 Window 69:Wood Frame:Double Pane with Low-E 6 0.350 2 Window 70:Wood Frame:Double Pane with Low-E 6 0.350 2 Window 71:Wood Frame:Double Pane with Low-E 23 0.350 8 Project Title: Sanger House Renovation Report date: 01/04/11 Data filename:K:\1-ACTIVE PROJECTS\118-Sanger\ResCheck\118(10)06-24 ResCheck with insulation under first floor.rck Page 2 of 4 Window 72:Wood Frame:Double Pane with Low-E 23 0.350 8 Window 73:Wood Frame:Double Pane with Low-E 23 0.350 8 Window 74:Wood Frame:Double Pane with Low-E 23 0.350 8 West New Wall 3:Wood Frame, 16"o.c. 250 19.0 0.0 14 Window 79:Wood Frame:Double Pane with Low-E 16 0.350 6 Window 79 copy 1:Wood Frame:Double Pane with Low-E 7 0.350 2 West New Wall 4:Wood Frame, 16"o.c. 76 19.0 0.0 3 Window 80:Wood Frame:Double Pane with Low-E 17 0.350 6 Window 81:Wood Frame:Double Pane with Low-E 17 0.350 6 West Existing Wall 1:Wood Frame,16"o.c. 57 19.0 0.0 3 Ceiling 1:Cathedral Ceiling(no attic) 241 38.0 0.0 7 Ceiling 2:Cathedral Ceiling(no attic) 316 38.0 0.0 9 Ceiling 4:Flat Ceiling or Scissor Truss 361 38.0 0.0 11 Ceiling 5:Flat Ceiling or Scissor Truss 39 38.0 0.0 1 Ceiling 6:Flat Ceiling or Scissor Truss 162 38.0 0.0 5 Ceiling 7:Cathedral Ceiling(no attic) 280 38.0 0.0 8 Ceiling 8:Cathedral Ceiling(no attic) 280 38.0 0.0 8 Ceiling 9:Cathedral Ceiling(no attic) 384 38.0 0.0 10 Ceiling 10:Cathedral Ceiling(no attic) 377 38.0 0.0 10 Floor beneath sunroom:All-Wood Joist/Truss:Over Outside Air 236 29.0 0.0 8 new slab:Slab-On-Grade:Unheated 130 10.0 89 Insulation depth:6.0' existing first floor:All-Wood Joist/Truss:Over Unconditioned Space 116 29.0 0.0 4 North New Foundation Wall 1:Solid Concrete or Masonry 83 19.0 10.0 3 Wall height:8.8' Depth below grade:6.9' Insulation depth:8.8' North New Foudnation Wall 2:Solid Concrete or Masonry 66 19.0 10.0 2 Wall height:8.8' Depth below grade:6.9' Insulation depth:8.8' North New Foundation Wall 3:Solid Concrete or Masonry 183 19.0 10.0 6 Wall height:8.8' Depth below grade:6.9' Insulation depth:8.8' East New Foundation Wall 1:Solid Concrete or Masonry 24 19.0 10.0 1 Wall height:8.8' Depth below grade:5.7' Insulation depth:8.8' East New Foundation Wall 2:Solid Concrete or Masonry 57 19.0 10.0 2 Wall height:8.8' Depth below grade:6.8' Insulation depth:8.8' East"existin"Foundation Wall 2:Solid Concrete or Masonry 155 19.0 10.0 6 Wall height:6.4' Depth below grade:0.0' Insulation depth:6.4' South New Foundation Wall 1:Solid Concrete or Masonry 178 19.0 10.0 6 Wall height:8.8' Depth below grade:4.3' Insulation depth:8.8' South New Foundation Wall 2:Solid Concrete or Masonry 151 19.0 10.0 5 Wall height:8.8' Depth below grade:4.3' Insulation depth:8.8' West New Foundation Wall 1:Solid Concrete or Masonry 183 19.0 10.0 6 Wall height:8.8' Depth below grade:4.8' Insulation depth:8.8' Window 82:Wood Frame:Double Pane with Low-E 7 0.350 2 West New Foundation Wall 2:Solid Concrete or Masonry 37 19.0 10.0 1 Wall height:8.8' Depth below grade:4.8' Project Title: Sanger House Renovation W Report date: 01/04/11 Data filename:K:\1-ACTIVE PROJECTS\118-Sanger\ResCheck\118(10)06-24 ResCheck with insulation under first floor.rck Page 3 of 4 Insulation depth:8.8' West New Foundation Wall 3:Solid Concrete or Masonry 18 19.0 10.0 1 Wall height:8.8' Depth below grade:5.4' Insulation depth:8.8' Furnace 1:Forced Hot Air 95 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professio al judgment,such plans or specifications are in compliano with this Code. 4vo olll N me-Title Signature Daie Project Title: Sanger House Renovation Report date: 01/04/11 Data filename:K:\1-ACTIVE PROJECTS\118-Sanger\ResCheck\118(10)06-24 ResCheck with insulation under first floor.rck Page 4 of 4 e � I i ��-fIM OL1l.ii SANGER HOUSE RENOVATION gITR HZLIRD IUWITRIM PLLC d F R A o1 MYMENT EURNLNRE Pµ BASEMENT FURNRURE PLAN PULL OGLE A-150 PRI III 00 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE�.� '°`"'°°°` HARBOR PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAE=.I!f.Y AND L ° • n °q a AdeK rL r aAn W r •� allair.wlr�UL 0 r w w „ IS 'VACANT ND __ �. . ro 8 DATE o� "'"R vw) \ a°"`wuc""°u` APPROVED 2 3 m or LOT 156 \ M rw 40 ` 1 ' "N 1GTgV Peaw \ TOTAL MAX] D { I PAUL D. VARANWV WELL 0/w , 'VACANT LAND' ITN oM lAw / JV�ES ..r U THREE YEARS FROWN DATE OF AP P770/rtL � / KNOCKOUT INET Alm alaaw I•. M �� our°oPFiaNOS ..« 10 t �� r ` WALL I \ N IN9DE r^�1 to p NdfE w j (DIR t t� ^ low U=Tm w(' SCAM-1'=4W' . � wNlarcnE IINO�It ALLS m a1 Alm IRK t11N alb OR . w.tltF ti \„ wwa:E w/ w aler+-(mp am 1616 \ W000 dt7UAKTT H CAST NON COWEII CAST NON Wr@k 1.)SURVEY MAP PROPERTY m BE CWAYEO TO KATHERINE*0 SANGER k RETARNNC ^. TO GRADE ro GRADE REYNOLDS OuPONT,JR.LOT - a7 AT THE PENNSLM FISHERS MA40.NEW GRAM YORK DATE 12/24/06 9CALk' 1'.20'SNEET 1 OF 1"BY CPK-CHANDLER, \\ ` (TO REMNN� 1b K 1� f4111NN4 a t26 WI um PALMER k KING.CME FILE/K1010. PBw�av/ME[ f/, 10 O PO / n mti, d `/e w IHSN• 2.)"SURVEY MAP PREPARED FOR PENN IX~SANGER LOTS 08 k 59 THE wOli N MM ININE I�il 'ta \ ! t PHEET- IA FISHERS ISLAN0.NEW YORK DATE 0NG.LAD SCALE 1'.20' SHEET: r OF 1'BY CME ASSOCIATES ENCNFLRRJO,NANO&AtVEYNO k � { '+•. / Ate. / Ia. ARCHrrECTUIM PUC.CME PROJECT 02MI2. Lot is;p KA7�RINE-B61P�NT 1�.r e-/' s LOT 1130 y '�' t p N' y 1.)THIS SURVEY wA!PRfl'MaD FOR THE PARTIES AND PURPOSE INDIG11E0 PLAN= t� SANCER HEREON.AMY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED m 11 �,,, \/ LOTS( dr 59 �°e ar'AQ N/F �TWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE coot aIAN f/ ' cR` Eox or VW SCUDDER H. 4 p-°• Y ENGAGEMENT. LAW E bTPLA' ENN DUPOIg �(�}1 / SINCWR �� 1\ BOULDER SAAlrr_ `JIr "SINGLE FAMILY RESIDENCE- 2.)R Is A VIOLATION OF THE STATE EOUfATKNi LAW FOR ANY PERSON,UNLESS \ / v NO UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR,TO ALTER AN RETAINING WALL 0a1m MUNICPAL WATER tf10t1 ltAlldl! ITEM N ANY WAY. oPFL /� 5 ON SITE SEPTIC' ffi PRFA Lhm of HIGH WATER AAD !•: / �� j �� �•T"'� SIONATURYEµDµ0 KaNAL CMBOSSEO oR Biel SEA.�THE PRODUCT OF 718RL METH"AT=AM \'�'� � ��7 AINaA ROT TO$CAL THE LAND SURVEYOR. "LL pelt*a wm) EM OF LAWN/ 4,)COOROWTE DISTAHM ARE MEASURED FROM U.S.COAST AND MOM � T L4N - 11 yJy 1P- SURVEY TAIANCUTATI N STATION'PROS'; S � LLL.-%t 5. 517E IS N THE TOWN OF SOU HOLD.COUNTY OF SUFFOLK TAX MAP 1000, Z yn v'!/Cl ♦� SECTKN 010,SIM 3.LOT 20. �p � ��d 08604.00'1 LINE v� �,i 1i+�4;: ut 7 aT'` �"�� i 1� G c �'t�l i1ir,3` r N` ��.,t6•.• 6.)TOTAL AREA- 10.780!9F. K Q 3 Z donrnc�l of ! •:t i L n a y]j \ RETWINNO WALL s a „ I Ab3I1 >>dg��y L. " ,, -_----° 7.)SITE IS LOCATED N R40 ZONE. yN = n W BOULDER com1 rr., •�' -•""' 8)BASE FOR LEVELS:How 11T2B a I O1 RETAINING WALLS comptcted f� 0.)70TALL COVERAGE OT OWED Z0 � z.. d' \' a PILE(rf'•) �� �P \' &ZOVIONIZ 10. SrtE 5 SERVICED BY MLNLCPAL WATER AND ON SITE WMAGE OPJPOSAL \ e W&L(PER.cm INwFI Q. EwsnHC \ \ v1D11r rela 1IN8a1 r 11IE nnINeEIN"we1K a tIR eaalw allaaeEB1 ga11 aES FIR EXWTNC DOCK "'� t1P w PBINPaa1a aL"m O1 M w1N tact a w 1EaAQ"m Ti MN 111118101'. _ �' t1INr.aNr.tIN,Tr.so 4 n.aILaF.Its.r.taw- ' EXISTING EIAATINC DOCK op to low l 7wf'11011 Om► 1 BY:R.STROUSE PC LS 01/20/10 � . > s ROOF AREA- 1,081 SF O'-6'TOPSOIL wK B .�� aEer local REQUIRED r 1,961 SF X 1.0 X 2/12.327 OF 6'-18"SANDY SUBSOIL i aoaWAr 327 CF/2IL27 CF/VF- 11.6 K ia'-tY FINE TAN SANG(SP)-BOULDERS S n USE 7WO(2)- 8'e X r DEEP DRY WELLS. MOIST SAND O 14.5'-CIAV,tat �i wwla O Coara•-Q.kodCroilod Saes.Sono amid S ntd'yR�SOON.CNpR M S a0n- and(L811Lh or Nom• 1 F NOW OR FORMERLY t - - Fma)-Croup Syn+°ol:SP,Peony Creded USDA Soil Gidjfweott Carer and FF FIRST FLOOR iQ -A ra raw.°o.ON" PlymeuLA sands(CPC). ELEV ELEVATION g AM reN eta°a°a'wgt naeo•~ 6�vwaM a taw: SF SQUARE FEET run 3 BEDROOM RESIDENCE- yy Si NEW SYSTEM m BE NSTANIEK NO CLOSER TO THE nW 11'YDRANT O _ w a• . e o SHORE THAN EXISTING SYSTEMS DQ WATER VALVE $ a ee •e0eo m !OR M e!Oem e•• e o e'-0`---ry 1000 CAL SEPTIC TANK- NWRT N 14.0 INERT OUT 135 ——14--" EXISTING COWOURS e s e e e I ommeurnoN BOX-NVERT N 13.3. INVERT OUT 13.13 Q r clout a e• ♦e o ��e..a I r ' [H1 }❑{ �❑{ �oo`a^�'o�oao"iom�"e T PROPOSED CONTOURS 2 LEAKFeND POOLS(SEE DETAIL)-INVERTS 12. STORE WALL I ❑ .p °w X� 1K Nor m 1puc 1"� �O�O�❑ ;p i?��� - � - EXISTING TREEUNE iX �! W t0 FILTER T2)-Y3'STAKES FlLTt:R .-,.,.y,...,,n, SPLIT RALwfE1ME, DATE, FEB. 10, iO)O All I I� r Posy FABFIC. 1 AM FAMILIAR WITH THE STANDARDS FOR APPROVAL --E WWMG SETBACK LINE SCALE,, 1� w 4Q• 'n AND CONSTRUCTION OF SUBSURFACE SEWAGE RETAINING WALL DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE PROPOSED gmm Gomm CERTfICATION �. BAaai THEREIN AND ON THE THE D OO CONSTRUCT.S SET TH PROPOSED SLY FENCE IEMta� —+e-e• P1MMe1. PROPOSED UNITS OF CLEARING Nra+ecr Mwuaa 1 . ANGLE 10'UP SLOPE SHEET saKY ��nAaMLrs NIwM t1IN'r1< �SIABILLND APPLICANT •--�'- PROPOSED euRED tTnutES _.. Dee ro. NOT To sme - TH/ TEST HOLE b to 1 OF 1 NOT TO SCAU CIMA4C saes N ABXT lnwCrlA•L AearmuR.L N EQ M WEST g owo. N 'C DARBIES U 0 E 44-15 n a 44-16 -6 44-17 O .+ V Z o O cd U o 0 9 J \W 44-29 4i 1/1 C Q � j 44-19 L C N Z 3 � U IRON PIPE Ln ro a \ (FOUND) MONUMENT 9c x-24 (FOUND) W yy\ � � 9� AVENUI; IORIENTAL LOCATION MAP SCALE 1 =400 V WELL S�3.2p \\\ \ S 72'49'00° E/ n , 50.910 f _ �\ o s 101.89' / �Q \ WOOD \ Wv `�� RETAINING LOT #56 \, WALL N 1756.61 MAP RMMENCES "-�, �r � � I,� E 982.01 N/F rT A RQ 1.) "SURVEY MAP PROPERTY TO BE CONVEYED TO KATHERINE CUP BANGER & PAUL D. VARTANIAN 30' `l�\r '�� REYNOLDS duPONT, JR. LOT - 57 AT THE PENINSULA FISHERS ISLAND, NEW "VACANT LAND" /J \� YORK DATE: 12/24/96 SCALE: 1"=20' SHEET 1 OF 1" BY CPK - CHANDLER, NEW j \ PALMER & KING. CME FILE #K1018, FOUNDATION \ 2.) "SURVEY MAP PREPARED FOR PENN DUPONT SANGER LOTS 58 & 59 THE U � \ PENINSULA FISHERS ISLAND, NEW YORK DATE: 05/01/2008 SCALE: 1 "=20' SHEET: 1 OF 1" BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. CME PROJECT #2008812. MONUMENT EXISTING `I WOOD (FOUND) h \ ,, NOTES 100 YR. APPROX. LO =ry RESIDENCE `` WELL ���i /� RETAINING , ELEVATION PER FIRM NSTRUCTIO 11 WELL ONLY i WALL I 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED PANEL--3610D0001DFi FF-12,30' ! HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO SEPnDAM 25. FOOD BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE DRIVEWAY EWAY �i/ ENGAGEMENT. 2,) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN I tk / ISM ITEM IN ANY WAY, LOT #57 ) / 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S W� M SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL'ARE THE PRODUCT OF ^V Q LOT #60 THE LAND SURVEYOR. z O -/ LOTS #53 & 59 ,, % N/F 4.) COORDINATE DISTANCES ARE MEASURED FROM U,S. COAST AND GEODETIC Q O SCUDDER H. SURVEY TRIANGULATION STATION "PROS N r EDGE OF LAWN/ %-> O �L LANDSCAPING / /' m SINCLAIR g g PLANTED (T -1 � a ^ 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, 0- OW $S O Z \N AREA r� N "S/NGLE FAMILY RESIDENCE— SECTION 010, BLOCK 3, LOT 20. cn S I" BOULDER 4� / W Z Q V/ ` RETAINING WALL a mo MUNICPAL WATER o Z ,I 6.) TOTAL AREA = 19,7801 SF. ,rj L'' Z Z FLMG,� �LANTED 0POLE gip= ON SITE SEPTIC > Q O ^ WD_ Z AREA LIMITS OF HIGH WATER AND 7.) SITE IS LOCATED IN R40 ZONE. (? � D Ld (n w TIDAL WETLANDS AT BOULDER a /VT WALL (PER. CME STAFF) z \i� Iu = RFa �� O Of �- iw I, K ea 8.) BASE FOR LEVELS: NGVD 1929, O- � H N Q N 2 EDGE OF LAWN/ J W EE _ 5j5840 I�G �� �/ (TYP.) pwc 9.) TOTAL COVERAGE OALLOWED 20%% ' o � �0j Z r \ \ HIGH WATER 22 D'IiA PANT m 10.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL Z CO S24'04'0 0"W LINE �,I� -IRE- ° SYSTEM. uj a— o h \ BOULDER �= SUR� O=14.30' Lu a`o RETAINING WALL\ _ _ 1 u� 4NF ° IW 3 �9 \ W \ ° \ \ BOULDER oU RETAINING WALLS 4 O � ° PILE (TYP.) � C� \ � LIMITS OF HIGH WATER AND TIDAL WETLANDS AT BOULDER ° WALL, (PER, CME STAFF) CALCULATION FOR FRONT YARD BUILDING SETBACK \ \ "FRONT YARD SHALL BE THE AVERAGE SETBACK OF THE EXISTING BUILDINGS WITHIN 300 FEET ° EXISTING \ OF THE PROPOSED BUILDING ON THE SAME SIDE OF THE STREET WITHIN THE SAME DISTRICT". FLOATING DOCK 1n Z 6.8' + 3.0' +15.7' + 7.4' + 28.5' + 36,0' + 23.1' = 120.5,- 120.5/7 = 'I7.2' Z Fe O In Li - o ° EXISTING In ,FLOATING DOCK Lid R gYOF o sT Npll&oR LEGEN o N/F NOW OR FORMERLY z FF FIRST FLOOR v ELEV ELEVATION ¢ ° N U 3 SF SQUARE FEET ~ `- Q c J w Zlf, HYDRANT 0 Y a N O In N N N WATER VALVE _ WV on o m m aoroo STONE WALL M 0 ly IN EXISTING TREELINE O o 0 o w U z w w w ^ ^ RETAINING WALL Y 3 u O O O A Q w U W >v H SPLIT RAIL FENCE o w ce = o J a m o o U U � BUILDING SETBACK LINE DATE: OCT. 17, 2011 SCALE: 1 " = 20' QUALITY CONTROL CERTIFICATION GROUP EVIEWED AT PROJECT MANAGER zo 10 o zo 1 OF 1 SURVEY ENVIRONMENTAL GRAPHIC SCALE IN FEET CIVIL STRUCTURAL ARCHITECTURAL E 1�lST " a ,,yy� MANHOLE W/COVER 7�1 N r_co TO GRADE PROPOSED GRADE '� '() 02 'C-p1 ENDCAP TYPE DARBI S y a U A LEVELING DEVICES �jQv,� •,� �^ a ai MIN. 4' • '" !""1 ,; p "I 2" MIN. ABOVE INLET ^�I OUTLET INVERT 2" MIN, 44-,6 W a4 "- CO 'VACANT LAND 0 1 N 44-16 BAFFLE REQUIRED SITE •r•1 IF INLET PITCH EXCEEDS 44-17 0 1/2" PER FOOT O MONUMENT PROPOSED PERVIOUS rn ��+ '04 v zG' �� (FOUND) STONE WALK Vj () 4n g \W Ap�ATE \ EDGE OF _T_YPICALNDISTRIBUTION BOX g a ! R. LOT #56 e WAY WCOCA?/p I PROPOSED \ w 44-29 rte, a fR MA/ N GRAVEL \ LU PAUL D IV VARTANIAN WELL S$ 56" 100' N W \ O/W OLE DRIIEWAY I 3 \ 44-1e S 72`49'00" E I "VACANT LAND" 17.2' W y \ C z U m s 101.89 / Q 8'-6" ` / 0 EXISTING RESIDENCE OI* / / KNOCKOUT INLET AND % TO BE DEMOLISHED ^� (/ \1 ° WV RETAIINING \ OUTLET OPENINGS qG 44-24 \ I W WALL I N 1756.671 R IBS 982.01 RIBS INSIDE PROVIDE WDIA. X 6' ^���. / �`� RQ o DRY WELL FOR ROOF 13.6' �D I w + LLL + DRAINAGE (TYP. OF 2) nh Jy r 6/ '• ��Z \\ a D TAL CONNECT ROOF DRAINS Qo ' RS r (SEE DETAIL) ' �� ,56 � W LOCATION MAP SCALE 1 "=400' APPROX. LOCATION TDO W �D ¢off F.1p r N CAST EXISTING SEPTIC SYSTEM- h V TAINING o° /� yN(� I Zq CONCRETE COVERS LOCATE, PUMP ALLS TO G TREE ,A 7. AND FILL WITH SAND OR ,� BE REMOVE F I PLAN MAP REFERENCES MONUMENT GRAVEL- ('IYP,) BOTH LOTS .o j�Cy ' � � �TYP.) �., % n �\ � MANHOLE W/ T WOOD (FOUND) MANHOLE W/ „ A , CAST IRON COVER CAST IRON COVER 1.) "SURVEY MAP PROPERTY TO BE CONVEYED TO KATHERINE CUP BANGER & WELL i RETAINING v TO GRADE I - 2�' GRAVEL ' WALL � TO GRADE REYNOLDS duPONT, JR. LOT - 57 AT THE PENINSULA FISHERS ISLAND, NEW 1 I FINISHED GRADE YORK DATE: 12/24/96 SCALE: 1"=20' SHEET 1 OF 1" BY CPK - CHANDLER, I ) DRIVEWAY / EXISTING WELL /� s CHIMNEY PALMER & KING, CME FILE #K1018. \ / (TO REMAIN) i TO BE USED FOR 4 x 4 12.6/12.6 A. WI E MESH PROVIDE SILT FENCE \r / Ni i IRRIGATION ONLY 4 24" 6 x 6 6/6 G WIRE MESH ` �� rs? / �' min. 2� 6" 2.) "SURVEY MAP PREPARED FOR PENN DUPONT SANGER LOTS 58 & 59 THE " BACKED IN HAY SALES-T PENINSULA FISHERS ISLAND, NEW YORK DATE: 05/01/2008 SCALE: 1"=20'MAINTAIN THROUGHOUT \ CONSTRUCTION � �` �., \ � � � ' INLET _,,.,�-^„ 3. vENt-✓ SHEET': 1 OF 1" BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & Q'/ 3" VENT OUTLET ro OFC/ AC i 1S LIQUID LEVEL ARCHITECTURE, PLLC, CME PROJECT #2008812. \ I% ,� I p CONTINUOUS HOT I BAF�LE LET SLOT #57 = l �Tjs �� PROPOSED o Z ASPHALT SEAL L,/BO WITH : �BNIF \J ° ` LEACHING o a" SCHEDULE ya 1� �o.� il� !0' INLET BAFFLE 60. OAS y I KATHARINE-D{�PONT �k \ I f0',/ POOLS , LOT #60 DEFLECTOR 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED PLANTED \ `BANGER ��— '/Jr11 N`b� LOTS( 58 & 59 �`` _J Is,e SEPTIC N�P A' HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO AREA Y, j EDGE OF LAWN/ TANK SCUDDER H. 4' 5'-e" BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE \ EDGE OF LAWN/ o LANDSCAPING v��1 ° ( o� �-3" ENGAGEMENT. LANDSCAPING �" / NP.) PENN DUPO " SINCLAIR � , TYp / K y o CROSS SECTION 2, IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS v� RILLHOItr �" BOULDER BANGER �ry 1 N SINGLE FAMILY RESIDENCE ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN \ 1.0 A�S " \IJ? RETAINING WALL o-4 � PROPOSED MUNICIPAL WATER \ o Nr \ 1000 GALLON ITEM IN ANY WAY, .� O., 0 52 �~ Box 2 COMPARTMENT PLANTED , FLAG ,;, DISTRIBUTION ON SITE SEPTIC AREA / POLE y 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S W [] LIMITS OF HIGH WATER AND x 40 \ _� \ _/ Sax SEPTIC SEPTIC TANK SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF TIDAL WETLANDS AT BOULDER al _ q NTFO ' y� EXPANSION AREA NOT TO SCALE THE LAND SURVEYOR. Q WALL (PER. CME STAFF) \ �I mi _ RFq z Y O h 6Tr Q \ EDGE of LAWN/ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC <[ 0 ` \ Sgti � 1.3 \ _ � (( }} TYP�cAPINC SURVEY TRIANGULATION STATION "PROS". 0 of tA •' p _ 5,) SI.E IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFI"OLK TAX MAP 'i3OC, S O Z Y L \ SECTP,rN 010, BLOCK 3, LOT 20. W I — (n \ o HIGH 11AATER 107 12 tarorF 11.O g Z u� zo w O S24`04 00"W LINE 3 HRfq G 00 Z 14.30' BOULDER \ (' 6.) TOTAL AREA = 19,780d SF. O W Q W Z \ 2 V�, RETAINING WALL �� COOS/,yC `� IDI 7,) SITE IS LOCATED IN R40 ZONE, W 0-' LO (L VI Z o Lu O <lryF Q a M H F N Ld 8.) BASE FOR LEVELS: NGVD 1929. 0 O OL d Ld BULDER RETAINING WALLS 9.) `PROPOSED LOT COVERAGE 15.2% N Z J 4 \ y TOTAL COVERAGE ALLOWED 20% LL In \ 0 PILE (TYP,) \ Co \ �` � LIMITS OF HIGH WATER AND Z � tit TIDAL WETLANDS AT BOULDER 10,) :ITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL \ a \ ° x WALL. (PER, CME STAFF) CALCULATION FOR FRONT YARD BUILDING SETBACK sYSTEM' r 100 M. BASE nOOD ELEVATION PER RRAI \ PANEL-3610300019H "FRONT YARD SHALL BE THE AVERAGE SETBACK OF THE EXISTING BUILDINGS WITHIN 300 FEET SEPTEMBER 25, 2009 FLOATING DOCK ' o EXISTING \ OF THE PROPOSED BUILDING ON THE SAME SIDE OF THE STREET WITHIN THE SAME DISTRICI�I'. � __ I I ° 8,8' + 3.0' +15.7' + 7.4' + 28.5' + 36,0' + 23.1' - 120.5.- 120.5/7 - 17.2' 0 EXISTING ,FLOATING DOCK N N z A yOP o S7+�Ie w. Z a i[(8� O tn W o Uj TEST HOLE DATA DRAINAGE CALCULATIONS BY: R. STROUSE PE, LS 01/20/10 > OL I a LI 0 0 ROOF AREA = 1,961 SF 0"- 6" TOPSOIL it LU PROPOSED ROOF LEADER REQUIRED = 1,961 SF X 1.0 X 2/12 = 327 CF 6"-18" SANDY SUBSOIL o p RESIDENCE 327 CF / 28.27 CF/VF = 11.6 VF ( ) 18"-17' FINE TAN SAND SP - BOULDERS USE TWO(2) - 6'0 X 6' DEEP DRY WELLS, MOIST SAND 0 14.5'- ELEV. 1,5t o 6" we WYE 0 Unified Soils Classification (USC) System (from ASTM D-2487) Major Division: Q z N OVERFLOW Coarse-Grained Soils, Sand and Sandy Soils, Clean Sand (Little or No N/F NOW OR FORMERLY Fines)-Group Symbol: SP, Poorly Graded USDA Soil Classification: Carver and FF FIRST FLOOR 60 PVC Tb LENGTH MIN. 6" SOIL COVER Plymouth sands (CPC). -- OVER DRYWELL ELEV ELEVATION -- BLOCKS AND CATCH SEPTIC SYSTEM DESIGN FOR NEW RESIDENCE V1 3 BASIN GRATE TO GRADE - I NEENAH R-2525- OR EQUAL FILTER FABRIC 1 0 SF SQUARE FEET < j w ---- PLAN 3 BEDROOM RESIDENCE- 90' BEN o ® ® D o NEW SYSTEM TO BE INSTALLED NO CLOSER TO THE HYDRANT O Y IN 04 SHORE THAN EXISTING SYSTEMS WATER VALVE w m co m ® ® ® O WV 0 o In o 0 6' SDR 35 PVC �5•_0• 1000 GAL, SEPTIC TANK- INVERT IN 14 0 INVERT OUT 13,5 — — 14 — — EXISTING CONTOURS o m x o 0 SLOPE AS REQUIRED O ® ® ® O io ' m N li I cd 0: N N 0 0 0 0 0 DISTRIBUTION BOX-INVERT IN 13.3, INVERT OUT 13,13 ," STONE OR o 0 0 0 0 2 LEACHING POOLS (SEE DETAIL)- INVERTS 12.8 PROPOSED CONTOURS SCREENED GRAVEL , U Z Z Z Y w 6 00 W a STONE WALL � Y STORMWATER DRYWELI DETAIL e' 110 W 0� ❑ N O_ CO o x o°o° o°o°o o❑ r r n YYl �1' EXISTING TREELINE a_ o w NOT TO SCALE 00 0 11 DO ;n , ^ ^ ^ RETAINING WALL (2)-2„x2'X3' STAKES DATE: FEB. 10, 2010 pp �D ED 00 FILTER EACH BALE FILTER A, SPLIT RAIL FENCE ❑❑ OOO ❑❑ ” FABRIC FABRIC o°o o°o 0 00 POST I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL BUILDING SETBACK LINE SCALE: 1 = 20' 130 0 0 © DO❑ M AND CONSTRUCTION OF SUBSURFACE SEWAGE 0� D© 0 00 ❑ ❑ ❑ ❑ ❑ ❑ DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE PROPOSED RETAINING WALL QUALITY CONTROL CERTIFICATION COMPACTED AND WILL ABIDE BY THE CONDITIONS SET FORTH -'-o--'O-"-O— PROPOSED SILT FENCE GROUP REVIEWED DATE L-- - 6'-6"--�I BACKFILL THEREIN AND ON THE PERMIT TO CONSTRUCT. rw,r�,y�,,. PROPOSED LIMITS OF CLEARING PROJECT MANAGER •1 ANGLE 10' UP SLOPE _ SHEET SURVEY ( FOR STABILITY AND SILT FENCE BACKED - D PROPOSED BURIED UTILITIES ENVIRONMENTAL LEACHING . POOL _DETAIIL BY HAYBAL . R CIVIL [Q NOT TO SCALE SELF CLEANING E NOT TO SCALE BARRIE APPLICANT TH TEST HOLE T 20 10 0 20 1 OF 1 GRAPHIC SCALE IN FEET STRUCTURAL ARCHITECTURAL 6.8' \ �icHr OF \\ KAY \ SF "VACANT LAND" MONUMENT PROPOSED PERVIOUS \ 20' \w APp�\ (FOUND) STONE WALK LOT N/F 6 \``� S,32` 6"0WA ER MqN"i N w EDGE POSED \ GRAVEL \ PAUL D. VARTANIAN WELL $ 056"E 700' .,� Q/w DRIVEWAY,, POLE � \ "VACANT LAND" 17,2' w S 72'49'00 E/ \ a 101,89' ,O \ Y EXISTING RESIDENCE - I WOOD \ TO BE DEMOLISHED I 1 ° RETAINING WALL I N 1756.61 PROVIDE VIOLA. X 6' _ \,�> w E 982. 1 DRY WELT. FOR ROOF 13.s' � Rpq w DRAINAGE (TYP. OF 2) CONNECT ROOF DRAINS o� w (SEE DETAIL) APPROX. LOCATION O� W D ao fkj / y n EXISTING SEPTIC SYSTEM- YAWING LOCATE, PUMP WALLS TO AND FILL WITH SAND OR 'BE REMOVE C'lC TREE \ GRAVEL- (TYP.) BOTH LOTS PORCH rTYP,) ; MONUMENT 1'\ � WOOD (FOUND) X7.4 SWELL �` RETAINING � 2 GRAVEL i WALL L DRIVEWAY-' EXISTING WELL \\TO BE USED PROVIDE SILT FENCE \�/ / ry (70 REMAIN)`- IRRIGATION ONLYR \\ h BACKED BY HAY BALES- y � MAINTAIN THROUGHOUT \ / CONSTRUCTION R`cN� �' �S• ,\ 294 LOT #57 \ $,��� � 0/�4 / �. PROPOSED �aN/F J(! k '1%1 LEACHING 1 KATHARIN�-Df�PP\NT � � 1o'� Pools PLANTED SANGER—��� - ,^IN L LOTS( 58 & 59 x rss s' SPEPT1OpOSED LOT #60 \ \\ TANK SCUDDER H, \ \ O/ 1 EDGE OF L4WN/ , EDGE OF LAWN/ O LANDSCAPING \� \ LANDSCAPING e� � / � °",�^ ( \ s`C„yD� / 1/ , (WP.) PENN DUPONT Qa� , ! o� SINCLAIR l2ILLHOLE �° BOULDER SANGER \N1 - "SINGLE FAMILY RESIDENCE— \ 1.o J J �1L—T, �_ RETAINING WALL \Q �i ^�rrl PROPOSED MUNICPAL WATER � �\ PnRFA 01 \� OPOLE 5 nhyh J SXTRIBUTIDN ON SITE SEPTIC” Co' \Bo LIMITS OF HIGH WATER AND \ TIDAL WETLANDS AT BOULDER 2 x a.0 ® P(ANp '�� 2 �v "i/ EXPANSION ry \ WALL, (PER. CME STAFF) �I gREyfQ a \I / cu \ r � ;, j — O b.F \\� N , Q \ � EDGE OF LAWN/ O $g• g 1.3 _�� LANDSCAPING AC-� \\ S2 *04'00"W LIINE HER ?I S gRFgFQ 0 \� 14.30 BOULDER r� tp RETAINING WALL C40$/N _ ILLI 4/NE �. \ �\ REOTAID INC WALLS \ Q � Q ° PILE (TYP.) \ LIMITS OF HIGH WATER AND \ TIDAL WETLANDS AT BOULDER \ \ APPROX. LIMITS WALL. (PER, CME STAFF)FLO 700 YR. BASE OD CALCULATION FOR FRONT YA,R D r A PER FRM PEPMW 61 D2& 20H BUILDING SETBACK. o EXISTING \� SEPTEMBER 25, 2008 FLOATING DOCK 0 0 0 "FRONT YARD SHALL BE THE AVERAGE SETBACK EXISTING oFLOATING DOCK OF THE EXISTING BUILDINGS WITHIN 300 FEET OF THE PROPOSED BUILDING ON THE SAME RBgYo� SIDE OF�� THE STREET WITHIN THE SAME sT DISTRICT . mow �. 6.8' + 3.0' + 15.7' + 7.4' + 28.5' + 36.0' + / 23. 1 ' = 120.5.— 120.5/7 = 17.2' I SCALE 1 " 20 FT . SHEET LOG a a F ISSUED SHEET DESCRIPTION W \ X A001 TITLE SHEET X A002 TITLE SHEET X A020 SITE PLAN F X A030 BASEMENT DEMOLITION PLAN z X A031 FIRST FLOOR DEMOLITION PLAN X A032 SECOND FLOOR DEMOLITION PLAN X A033 ROOF DEMOLITION PLAN X Al 00 BASEMENT FLOOR PLAN e X A101 FIRST FLOOR PLAN X Al 02 SECOND FLOOR PLAN X A103 PROPOSED ROOF PLAN X A201 SOUTH ELEVATION X A202 EAST ELEVATION p X A203 NORTH ELEVATION X A204 WEST ELEVATION X A205 EAST SIDE ELEVATION X A401 WALL SECTIONS X A402 WALL SECTIONS X A403 WALL SECTIONS X A404 WALL SECTIONS X A405 WALL SECTIONS X A406 WALL SECTIONS X A407 WALL SECTIONS X A411 STAIR DETAILS X A412 STAIR DETAILS PLUMBING X A413 STAIR DETAILS ALLP IN NE S WATTER ER LINES NEED TESTING BEFORE COVERING - X A421 FIREPLACE DETAILS X A422 FIREPLACE DETAILS X A431 CONSTRUCTION DETAILS PLUMBER CERTIFICATION RETAIN STORM WATER RUNOFF ON LEAD CONTENT BEFORE X A501 WINDOW SCHEDULE PURSUANT TO CHAPTER 236 CERTIFICATE X A502 WINDOW SCHEDULE OF THE TOWN CODE SOL ER USED IN WATER OCCUPANCY X A503 EXTERIOR DOOR SCHEDULE SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1%LEAD. X A601 CODE ANALYSIS X A602 CODE ANALYSIS ELECTRICAL INSPECTION REQUIRED X E100 BASEMENT ELECTRICAL PLAN X E101 BASEMENT ELECTRICAL PLAN X E102 BASEMENT ELECTRICAL PLAN PERMIT SET 01.12.11 X P101 PLUMBING RISER DIAGRAMS RMSION 690E DATE APPROVED AS NOTED TE s-l7-I I B.P x A O X s1o1 FOOTING PLAN BANGER HOUSE RENOVATION X S102 FOUNDATION WALL PLAN X S111 FIRST FLOOR FRAMING PLAN - LEVEL 1 14. ;1-4`f7jo BY ATSxERS�swrvD,rvEwxaRK X S112 FIRST FLOOR FRAMING PLAN - LEVEL 2 ,@TIFY BUILDING DEPARTMENT AT X 5113 SECOND FLOOR FRAMING PLAN ;5-1802 8 AM TO 4 PM FOR THE -x;LLOWING INSPECTIONS: X 5114 ROOF FRAMING PLAN - LEVEL 1 FOUNDATION-TWO REQUIRED X 5115 ROOF FRAMING - LEVEL 2 FOR POURED CONCRETE 4 ROUGH-FRAMING,PLUMBING, FED 4Rn, X 5116 ROOF FRAMING PLAN - LEVEL 3 STRAPPING.ELECTRICAL&CAULKING ,,�1 $ INSULATION �T�o ,r -.E_T �, Q FINAL-CONSTRUCTION&ELECTRICAL "� '- n MUST BE COMPLETE FOR C O 4 ! J ALL CONSTRUCTION SHALL MEET THE / r R€OUIREMENTS OF THE CODES OF NEW I YORK STATE NOT RESPONSIBLE FOR \A� DESIGN OR CONSTRUCTION ERRORS. OF T i \ COMPLY WITH ALL CODES OF ` NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUiHOLD TOWN ZBA WNLIN RUTHERFURD ARCHITECTS, PLLC L / 330 WEST 3M STREE[SORE 1006 TE12]216952988 SOLFHOLD TOWN PLANNING BOARD NEW YORK.NEW YORK MC]9 FP 'p]5I 562-1]36 SOUTHOLD TOWN TRUSTEES www.kiniinrutherfurd.com ,M N.Y.S.DEC iI l 1 OCCUPANCY OR SANGER HOUSE RENOVATION I USE IS UNLAWFUL X FISHERS ISLAND ` WITHOUT CERT IFICATE w NEW YORK , OF OCCUPANCY \ ��\ —` CERTIFICATION OF TITLE PAGE TAX MAP : 1000 \ \ NAILING & CONNECTIONS N \\\J REQUIRED. SECTION : 010 \ - FULL SCALE DO NOT PROCEED WITH BLOCK : 3, LOT 19 & LOT 20 FRAMING UNTIL SURVEY AO OF FOUNDATION LOCATION PROJECT: 118 .n ocChL cPPROVED. I \ I \ PO66\ — — — — \ — — —1-r — — FRONT YARD SETBACK CALCULATIONS a THE SETBACKS FOR EXISTING HOUSES N 1756.61 —/— E 982.01 \ STREET)O FEET COMBINED SIDE OF THE � STREET)OF THE COMBINED — PROPERTIES AREAS FOLLOW: SETBACK FT. — — — — — — — >/ — — — — — — \ / \\ \ I ROAD S 72'49'00" E \P\ / 101.89' �.\ DARBIES COVE 1 5.R• 2 3.0' 4 17.4' 5 28.5' 5 38A' PROPOSED PERVIOUS I — / 24 TR E NUMENT 7 23.1 TA E O" NE-WAL O / �I\` �\ (/\ `� (FOUNB) TOTAL DIVIDED (7) 120.5' / PLANTED J1 —a — MONUMENT (FOUR) YI I \ � FRONT YACK 17.2' X 15.6 573'20'56"E _ I I 0 _ 50.91' PROVIDE 6'DIA. X 6' i DRY WELL FOR ROOF / / // SITE m� DRAINAGE (TYP. OF 2) O Acpc)(1( / I / % :� INNER BAY H 17 CONNECT RODE DRAINS �O / I of WELL (SEE DETAIL) / WEST HARBOR A SPLIT RAIL O FENCE — — — I �1� / / (19 / � I / � / . ' LOCATION MAP SCALE 1"=400' WOOD WALLINING I EXISTING WELL TO F BE USED FOR 10'-0' j ,F �. / / ,� / / ' IRRIGATION ONLY / � � 15.2 i I GRAVEL J DRIVEWAY PROPOSED SEPTIC TANK N PROPOSED DISTRIBUTION BOX b o PROVIDE 6'DIA. X 6' PROPOSED ° APPROX. LOCATION EXISTI G - °" DRY WELL FOR ROOF LEAC ING POOLS o SEPTIC SYSTE - o, DRAINAGE (TYP. OF 2) 158 PERMIT SET REVISIONS 0131.7 LOCATE, PUMP AND FILL WIIJ PERMIT SET 01.12.] H CONNECT ROOF DRAINS / I SAND OR GRAVEL- (TYP.) (SEE DETAIL) __-- rn BOTH LO S n\ DECK ELEV. = 17.5' t � , .. I REVISION IssuE DATE _0 ' - SANGER HOUSE RENOVATIC --- --14------ Z FORMER LOT ^-+-LINE FISHERS MILANO,NEWYORK / \ \\ CALCULATION FOR FRONT YARD BUILDING SETBACK EDGE OF LAWN/ \ i 'FRONT Y AND SHI BE THE AVERAGE SETBACK OF THE MOVING BUILDINGS WITHIN 300 FEET OF THE PROPOSED LANDSCAPING BVILOINO ON THE 6AME 90E OFTHESTREET WTHIN THES{ME DISrRICP. � 6A+30+1b7+7{+2&S+3B0+23.1 UOS. / 172 -11057 <FRED ARP'. PROVIDE SILT FENCE o ` EDGE OF LAWN/ LEGEND o E �<° - -- " {- - — - _ _ _ _ - = _ \ •'� BACKED BY HAY BALES- o �� LANDSCAPING / ) (n. ` MAINTAIN THROUGHOUT p I N/F NOW OR FORMERLY o CONSTRUCTION ° w / SF SQUARE FEET �9* L 0 F.F- FIRST FLOOR OF N0 "C HYDRANT \ Nn \ WV WATER VALVE \ FLAG POLE / I — 15 EXISTING CONTOURS STONE WALL /-- \ \ \ i RETAINING WALL — KINLIN RUTHERFURD ARCHITECTS, PLI —___—_ / SPLIT RAIL FENCE NEW YORK, EW YORK LOOM SOOB FM:(775)5821' www.ki n li nruthertu rd.cam - - This drawing is based on an — -- _ t1.7 X /i I original site survey produced — - — - — - - - by CME/CPK Associates Engineering and Land PLANTED �` -------- -----_ / PLANTED AREA \` Surveying, PLLC. (FOUND)LE AREA k PLANTED / \ N nREA \\ \ \ \\ \\ \\\\ \ \\ P ANTED SURVEY CLOSING LINE AREA N 67'58'40" W 101.22' 01 SITE PLAN SITE PLAN w f BOULDER EXISTING RETAINING WALL r�ii N54'35p� STONE BOULDER RETAINING / n PILE WHARF �`6 W X 4.0 RETAINING WALL APPROX. LIMITS 100 YR. LIMITS OF HIGH WATER AND FULL SCALE a _ WALL HIGH WATER BASE FLOOD ELEVATION PER TIDAL WETLANDS AT BOULDER LINE INNER BAY OF WEST FIRM PANEL-3610300019H WALL. (PER. CME STAFF) /'1 O HARBOR SEPTEMBER 25, 2009 LIMITS OF HIGH WATER AND EXISTING 57-16' S24'04'00"W PROJECT: 118 TIDAL WETLANDS AT BOULDER PILE WHARF 14.30' WALL. (PER. CME STAFF) a CONSTRUCTION LEGEND H U NEW CONSTRUCTION EXISTING WALLS TO REMAIN 50 SMOKE DETECTOR A203 A CO CARBON MONOXIDE 01 DETECTOR a INSTALL NEW DISHWASHER, EXHAUST FAN O1 01 NEW SINK, ICE MAKER AND O1 O1 O1 O1 405 404 NEW REFRIGERATOR Q.03 Q 0 A41 A4o 1 H B HOSE 91B o FROM EXISTING KITCHENS N NEW LAVATORY NEW TOILET asF. �{ ow-I I6 INSTALL NEW WALLS, I� II Y DOORS AND CABINETRY AS SHOWN INSTALL NEW STAIRS AS SHOWN o BASEMENT of PR I 2'-10" — 002 2 ) 5 - - - - L TV vaoRCSSO 'r \ ' — e a ur O o T� 0 001 - - - - - - - - - - - II - - - - - - - MECHAN CAL ROOM NO O1 STQRAGE \ s snxc O1 A405 J\ 07 I Z� PERMIT SET REVISIONS 01.31.11 CRAWL SPACE \ PERMIT SET 01.12.11 FAR OUT AND INSULATE BASEMENT WALLS AS SHOWN REVISION ISSUE DATE INSULATED ACCESS PANEL SANGER HOUSE RENOVATION TO CRAWL SPACE FISHERS ISLAND,NEW YORK uC \O N Q o ��AEO ARC, 5 GE D. Z F' �H} 029M1�1 acv) FCF NEN KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 36TH STREET,SUITE 1006 TEL(212)0952938 NEW YORK,NEW YORK 10016 Fp '716)502-1736 w W w.kin IIn rutherfurd.com 1 N of of of al of of R] 405 404 403 40 41 A401 BASEMENT H 01 BASEMENT CONSTRUCTION PLAN CONSTRUCTION PLAN 01 A201 A FULL SCALE A-100 PROJECT: 118 a WINDOW SCHEDULE — FIRST FLOOR FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Window # Room # Rm Name Type Manufact. Product# Description Width Height Depth Type Lite Screen Hardware Cladding REMARKS 101 SUNROOM C MARVIN CUSTOM CUSTOM CUDHTR 3'-6-13/16" 1'-01/ie' 7/8"SOL WHITE WHITE CLAD 102 SUNROOM C MARVIN CUSTOM CUSTOM CUDHTR 3-6-13/16" 1'-01/is" 7/8'SDL WHITE WHITE CLAD 103 SUNROOM C MARVIN CUSTOM CUSTOM CUDHTR 3'-6-13/16" 1'-01/16 7/8"SOL WHITE WHITE CLAD 104 SUNROOM D MARVIN CUSTOM CUSTOM CUDHTR 3'-0" 1'-01/36' 7/8"SDL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-0" 6'-8%s" 7/8"SDL Y WHITE WHITE CLAD c4 105 SUNROOM D MARVIN CUSTOM CUSTOM CUDHTR 3'-0" 1'-W"" 7/8"SDL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-0" 6'-8T/e' 7/8"SDL Y WHITE WHITE CLAD 106 SUNROOM D MARVIN CUSTOM CUSTOM CUDHTR 3'-0" v-01/16, 7/8"SOL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-0" 6'-83/," 7/8"SDL Y WHITE WHITE CLAD 8 107 SUNROOM D MARVIN CUSTOM CUSTOM CUDHTR 3'-0" 1'-01/36 " ' 7/8 SDL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-0" 6'$T/e 7/8"SDL Y WHITE WHITE CLAD 108 SUNROOM E MARVIN CUSTOM CUSTOM CUDHTR 3'-23/8" 1'-01/13" 7/8"SOL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-23/6" 6-8°°/6' 7/8"SDL Y WHITE WHITE CLAD 109 SUNROOM E MARVIN CUSTOM CUSTOM CUDHTR 3'-23/8' 1'-01/16 7/8"SDL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-23/8" 61.87/0" 7/8"SDL Y WHITE WHITE CLAD 110 SUNROOM E MARVIN CUSTOM CUSTOM CUDHTR 3'-23/6" S-01/'16" 7/8"SDL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-23/6" 6'-BT/s' 7/8"SDL Y WHITE WHITE CLAD 111 SUNROOM E MARVIN CUSTOM CUSTOM CUDHTR 3'-23/6' 1'-01/'6' 7/8"SDL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-2%" 6'-8T/e' 7/8"SDL Y WHITE WHITE CLAD 112 SUNROOM E MARVIN CUSTOM CUSTOM CUDHTR 3'-23/6" p-011;9" 7/8"SDL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3L2%" 6'-8T/e 7/8"SDL Y WHITE WHITE CLAD 113 SUNROOM F MARVIN CUSTOM CUSTOM CUDHTR 3'�3%6' 1'-01/16" 7/8"SDL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-3%" 6'-8T/e" 7/8"SDL Y WHITE WHITE CLAD 114 LIVING ROOM G MARVIN CUSTOM CUSTOM CUDHTR 2'-100%" 1'-41/4" 7/8"SDL WHITE WHITE CLAD CUDH3232 CLAD ULTIMATE DOUBLE HUNG 2'-103/6" 6�OT/a" 7/8"SDL Y WHITE WHITE CLAD 115 LIVING ROOM G MARVIN CUSTOM CUSTOM CUDHTR 2'-103/6" T-41/4" 7/8"SDL WHITE WHITE CLAD CUDH3232 CLAD ULTIMATE DOUBLE HUNG 2'-103/8' 6'-0%" 7/8"SDL I Y WHITE WHITE CLAD 116 LIVING ROOM G MARVIN CUSTOM CUSTOM CUDHTR 2'-103/6' 1'141/4" 7/8'SDL WHITE WHITE CLAD CUDH3232 CLAD ULTIMATE DOUBLE HUNG 2'-10x%' 1 6'-OT/ap 7/8"SDL Y I WHITE WHITE CLAD 117 LIVING ROOM G MARVIN CUSTOM CUSTOM CUDHTR 2'-103/x" 1'-41/8' 7/8"SDL WHITE WHITE CLAD CUDH3232 CLAD ULTIMATE DOUBLE HUNG 2-103/6" 6'-O%6" 7/8"SDL Y WHITE WHITE CLAD 118 LIVING ROOM G MARVIN CUSTOM CUSTOM CUDHTR 2'-103/6" 1'41/4" 7/8"SDL WHITE WHITE CLAD CUDH3232 CLAD ULTIMATE DOUBLE HUNG 2'-103/6" 7/8"SDL Y WHITE WHITE CLAD 119 DINING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-103/8' 6'-0T/a' 7/8"SDL Y WHITE WHITE CLAD 120 DINING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 21-103/8' 6'-03/8" 7/8"SDL Y WHITE WHITE CLAD 121 DINING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 21-108/9" 6'-OT/g" 7/8"SDL Y WHITE WHITE CLAD 122 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 21-103/a, 6-03/," 7/8 1P SDL Y WHITE WHITE CLAD 123 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-103/6" 6-0T/a' 7/8"SDL Y WHITE WHITE CLAD 124 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-103/x' 6'-OT/e" 7/8"SOL Y WHITE WHITE CLAD 3 7 7/8"SDL Y WHITE WHITE CLAD 1 PERMIT SET REVISIONS 01.33.11 125 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-10/8' 6'-0/6' 126 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-10%' 6'-0%" 7/8"SDL Y WHITE WHITE CLAD PERMIT SET 0112.11 127 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-103/0' 6'-0�/e 7/8"SDL Y WHITE WHITE CLAD REVISION ISSUE DATE 128 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-303/6" 6'-0 3/," 1 7/8"SDL Y WHITE WHITE CLAD 129 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'403/8' 6'-OT/6" 7/8"SDL Y WHITE WHITE CLAD SANGER HOUSE RENOVATION 130 SITTING ROOM I MARVIN CUDH2816 CLAD ULTIMATE DOUBLE HUNG 2'-103/6. 3'-4Y," 7/8"SDL Y WHITE WHITE CLAD FI6HEP5ISlANO,NEW YOPN 131 SIDE ENTRY J MARVIN CUDH2O14 CLAD ULTIMATE DOUBLE HUNG 2'-23/8' 3'-0�/6" 7/8"SDL Y WHITE WHITE CLAD 132 KITCHEN I MARVIN CUDH2816 CLAD ULTIMATE DOUBLE HUNG 21-103/8' 3'47/8' 7/8"SDL Y WHITE WHITE CLAD 133 KITCHEN I MARVIN CUDH2816 CLAD ULTIMATE DOUBLE HUNG 2'-10/6' 3-4" 7/8"SDL Y WHITE WHITE CLAD 134 KITCHEN I MARVIN CUDH2816 CLAD ULTIMATE DOUBLE HUNG 2'-103/6" 3-4r/a" 7/8"SDL Y WHITE WHITE CLAD 135 POWDER ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-103/6" 4'-OT/a" 7/8"SDL Y WHITE WHITE CLAD \�g4.t"i�D ARC . 136 LIVING ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-103/8' 5'-0%` 7/8"SDL Y WHITE WHITE CLAD 137 LIVING ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-103/6' 5'-OT/e" 7/8"SDL Y WHITE WHITE CLAD 138 LIVING ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-103/6" 5'-07/," 7/8"SDL Y WHITE WHITE CLAD 139 LIVING ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-103/6" 5'-0v/e" 7/8"SDL Y WHITE WHITE CLAD qZc' 029481�pQ� 140 LIVING ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 5'-07/e" 7/8"SOL Y WHITE WHITE CLAD FOF NEB 141 STAIR K MARVIN CUDH2834 CLAD ULTIMATE DOUBLE HUNG 2'-103/8' 6'-4%6' 7/8"SDL V WHITE WHITE CLAD 142 STAIR K MARVIN CUDH2834 CLAD ULTIMATE DOUBLE HUNG 2'-103/6" 6'-4T/ap 7/8"SDL Y WHITE WHITE CLAD 143 STAIR L MARVIN CCM3232 CLAD CASEMENT 2'-9" 2'-75/8" 7/8"SDL Y WHITE WHITE CLAD 4 STAIR K MARVIN CUDH2834 CLAD ULTIMATE DOUBLE HUNG 2'-103/8' 6'-4Y," 7/8"SDL Y WHITE WHITE CLAD NOTES: KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 30TH STREET,SUITE 1006 TEL 12121995-2966 1. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. NM YORK,NEW YORK 10016 FM(775)582-1739 2. ALL WINDOWS TO BE MARVIN STORM PLUS IMPACT ZONE 3. 01 WINDOW SCHEDULE vrww. In In rutherfurd.corn a sC N WINDOW SCHEDULE F W FULL SCALE A-501 o PROJECT: 118 WINDOW SCHEDULE - SECOND FLOOR a SECOND FLOOR Rough Opening Size Jamb Casing Divided Exterior Window# Room # Rm Name Type Manufact. Product# Descriptlon Width Height Depth Type light Screen Hardware Cladding REMARKS 201 MASTER BEDROOM B MARVIN CUDH3226 CLAD ULTIMATE DOUBLE HUNG 3'-2%" 5'-0]/a' 7/8"SOL Y WHITE WHITE CLAD EGRESS WINDOW 202 MASTER BEDROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-10%" S'-O 7/8" 7/8"SOL Y WHITE WHITE CLAD 203 MASTER BEDROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103/6" 51-07/811 7/8"SDL Y WHITE WHITE CLAD 204 MASTER BEDROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103/0" 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 205 MASTER CLOSET A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-10%" 5'-O 7/8" 7/8"SDL Y WHITE WHITE CLAD 206 BEDROOM 2 1 A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103%" 5'-0 7/8" 7/8"SOL Y WHITE WHITE CLAD 'b 207 BEDROOM 2 A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103%" 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD �35=E1 208 BEDROOM 2 B MARVIN CUDH3226 CLAD ULTIMATE DOUBLE HUNG 3'-2%" 5_0%, 7/8"SDL Y WHITE WHITE CLAD EGRESS WINDOW 209 BEDROOM 3 B MARVIN CUDH3226 CLAD ULTIMATE DOUBLE HUNG 3'-23/0" 5'-0]/e' 7/8"SDL Y WHITE WHITE CLAD EGRESS WINDOW 210 BEDROOM 3 A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-10%" 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 211 BEDROOM 3 A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103%" 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 212 BATH 2 A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 240%/ 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 213 MASTER BATH A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-10%" 1 V-0 7/8° j 7/8"SDL Y WHITE WHITE CLAD 301 ATTIC J MARVIN CUDH2O14 CLAD ULTIMATE DOUBLE HUNG 2'-2%" 3-0]/a' SDL Y WHITE WHITE CLAD 302 ATTIC 1 MARVIN CUDH2O14 CLAD ULTIMATE DOUBLE HUNG 2'-2%" 3'-0]/al 7/8"SDL Y WHITE WHITE CLAD NOTES 1. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. �2 WINDOW SCHEDULE 2. ALL WINDOWS TO BE MARVIN STORM PLUS IMPACT ZONE 3. 2'-10%" 3 -23'-� i EG SS ' I'I, WIN OW III I I I I I I 0 0 o! D= o I' Ili o in Ili li :n li II li I O O CUDH2826 CUDH3226 Zh PERMIT SET REVISIONS 01.31.11 SDL 7/6" WITH SPACER SDL 7i'e" WITH SPACER PERMITSET 01.12.11 135, 136, 137, 201, 208, 209, 138, 139, 140, 202, 203, 204, REVISION ISSUE DATE 205, 206, 207, 210,3 21' 212' SANGER HOUSE RENOVATION 2'-103 FISHERS ISIAND,NEW YORK 3 -2 3/8' RO 'm 3'-3/ , RO 2'_-_1_0 2'-103/8"_ 2'-23/8"-----�I '('r--2---°--�-8--------T 2� _R 3 _ 136' R y -------- ------- _____ -------------- ---- - - �------- ------ I _ I F1 ------ -------------------- i it III O O I I n II li O d ro lI I \O I i i i I I \ I A \ II I i r iV I Q� 0 Q J Ap qT ,O C� _____-_____T I O O - M O I e- � I I I � ,� yT 029A AG . li o o •I- I FOF N6� II I II II I I I LO I I li I II I I I I I I O O O I , D_ I Of Of III li I I _ I m I �m ' II m li li I KINLIN RUTHERFURD ARCHITECTS, PLLC n m li 330 WEST STREET,SUIE 1006 TEL 1216952988 NEW YORK,NE W YORK 10018 FAX.(7]5)6823739 www.kin l(n rutherfurd.com i I I li I I I ' II O CUSTOM TRANSOM (H & W) CUSTOM TRANSOM (H) CUSTOM TRANSOM (H & W) CUSTOM TRANSOM (H) CUDH2832 CUDH2816 CUDH2O14 CUDH2834 CDL 7/k" �.j CUSTOM TRANSOM (H) WINDOW CUDH2632 SDL 7/B" WITH SPACER SDL 7/e" WITH SPACER SDL 7/e" WITH SPACER SDL %" WITH SPACER SDL 7/e" WITH SPACER r� SDL 7/," WITH SPACER CUSTOM WINDOW (W) WINDOW CUDH3236 CUSTOM WINDOW (W) 143 WINDOW SCHEDULE p. 101, 102, 103 SDL 7A0" WITH SPACER SDL 7/6" WITH SPACER SDL %" WITH SPACER SDL 7/8 WITH SPACER 119, 120, 121, 130, 132, 133 131, 301, 302 141, 142, 144 k1 108, 109, 110, 113 114, 115, 116 122, 123, 124, 134 104, 105, 106, 117 118 125, 126, 127, 107 111, 112 128, 129 FULL SCALE 01 WINDOW TYPES A-502 o PROJECT: 118 U .1 .a F m F U Ua 6 EXTERIOR DOOR SCHEDULE ] FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Door# Room # Rm Name Type Manufact. Product # Description Width Height Depth Type Lite Screen Hardware Cladding REMARKS 101 SITTING ROOM A MARVIN CUIFD6068 XX R CLAD ULT. INSWING FRENCH DOOR 6'-16%" 6'-10'/F 7/8"SOL Y WHITE CLAD 102 SIDE ENTRY B CUSTOM ENTRY DOOR 2'-9" 6'-10%'- N 103 FOYER C CUSTOM ENTRY DOOR SIDELITE 1'-8" 7'-2V/z' 8 CUSTOM ENTRY DOOR 3'-1" 7-2%" CUSTOM ENTRY DOOR SIDELITE 1'-8" 7'-2%" 104 SUNROOM D MARVIN CUSTOM CUSTOM CUIFDTR 6'-1s/a' 1'-01/Se' 7/W SOL WHITE CLAD CUIFD4680 XOL CLAD ULT. INSWING FRENCH DOOR 4'-8%6" 8'-0" 7/8"SOL Y WHITE CLAD NOTES: 1. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 2. ALL MARVIN DOORS TO HE STORM PLUS IMPACT ZONE 3. 02 EXTERIOR DOOR SCHEDULE PERMIT SET REVISIONS 01.31.11 PERMITSET 01.12.11 REWSION ISSUE DATE 1'-8" RO 3'-1" RO 1'-8" RO " RO 6'-15/8" RO 2'_ 9�' RD 4'-BY6 _ SANGER HOUSE RENOVATION --------------- 1 r----- ----------r r I I I \ II I I I FISHERS ISLAND,NEW TDPR II \ II lil \ I III II I \ I I I I I AR-, II / \ III � lil \ II � li lil III II III ICI N I / it � 0 Z \ I li II lil / I I II r I I / III li / I I I / I li r 294$\��Q' OF N6`� / \ / I / li Iii / Iii li li � I I I / I i I \ I \ I I \ I \ KINLIN RUTHERFURD ARCHITECTS, PLLC I \ NEW YORK,NEW YREELSNTE 1006 FM(21216921736 \ NEW YORR�NEW YORH 10D38 FAIL(T]5)562-1]36 \ �'I www.klnllnrutherfurd.com \ Ili 'I ry CUIFD6068 XX R CUSTOM ENTRY DOOR CUSTOM ENTRY DOOR CUSTOM TRANSOM kj SDL ]/e" WITH SPACER X W/SIDELITES W/ RAILS AND STILES EXTERIOR DOOR 101 102 x03 DO RA WINDOW CUFD4680 XORANSOMS SCHEDULE F SDL 7/B WITH SPACER 104 01 EXTERIOR DOOR TYPES FULL SCALE A-503 o PROJECT: 118 GENERAL NOTES a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. USE/OCCUPANCY: R-3 (3 BEDROOM SINGLE FAMILY) F 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING HEIGHT: 27'-1016" 1ST FLOOR AREA: 1966 S0. FT. U CODE OF NEW YORK STATE. TYPE OF CONSTRUCTION: TYPE 5 2ND FLOOR AREA: 1007 SQ. FT. 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE DESIGN CRITERIA: PRESCRIPTIVE WITH ENGINEERED CALCULATIONS FOR SHEAR AND OVERTURNING RESISTANCE aa' BUILDING CODE OF NEW YORK STATE. GONE BY CME ASSOCIATES ENGINEERING 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICIE, IN THE AMOUNT OF $2,000,000, AND WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND SUBCONTRACTORS. FLOOR JOIST BRIDGING 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO 1. BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. INSTALATION. FLOOR DIAPHRAM BRACING 6, ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED INSPECTIONS AND SIGN OFFS. 1. BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING © 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4'-0" O.C.. AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. TOP PLATES CONSTRUCTION NOTES 1 . DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW LOADBEARING WALLS. YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE LEGEND BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES. R PROPERTY LINE 1 PARTITION TYPE El WOOD FLOORING 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 FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO CL CENTER LINE ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH STONE FLOORING ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. HIDDEN, FUTURE, OR EXISTING CONSTRUCTION DETAIL REFERENCE 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE \ TILE FLOORING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY xx' DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. SD SMOKE DETECTOR 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS 01 SECTION REFERENCE El USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK 8211 CARPET FLOORING SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY AI( THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. N DOOR TAG 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER ELEVATION TAG QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR WALL SHINGLE INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT 15 THE GENERAL CONTRACTOR'S RESPONSIBILITY WINDOW TAG TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE 0 IN ACCORDANCE WITH THE SPEC. HEREIN. 01 A-201 EXTERIOR ELEVATION (y�w� STONE WALL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS T AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY )7 A REVISION CLOUD CONTRACTOR'S OPERATIONS. 01 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE 04 SHEET D2 INTERIOR ELEVATIONS PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED 03 INSPECTIONS AND SIGN OFFS. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, PERMITSET 01.12.1 VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS. REVISION (SELF DATE 10 DMENSIONSRREQUIREDEFORSOTHER TRADES.0SUBCONTRAOORS TRADES AND PROVIDE ALL OF SANGER HOUSE RENOVATIO THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. FISHERS ISUND,NEWYORK 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS Nailing Schedule (FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION AND/OR RECOMMENDATIONS. IS NOT GIVEN ON AN ENGINEERING DRAWING.) n-Rr� 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, �9 / �_ Ge., INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM , ,>� :, C�l ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR FROM WFCM THEIR WORK. Joint Description Number of Nails Nail Spacing 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND Rafter to Top Plate (Toe-nailed) 6-8d per rafter Y. DISPOSE OF ANY RESULTING TRASH. Ceiling Joist to Top Plate (Toe-nailed) 6-8d per joist /Z, Or I'iF N� 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL Ceiling Joist to Parallel Rafter (Face-nailed) 8-16d each lap MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY Ceiling Joist Laps Over Partitions ace-nailed 8-16d each la AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. g P (F ) p Collar Tie to Rafter(Face-nailed) 8-8d per tie 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. Blocking t0 Rafter(Toe-nailed) 3- 8d each end 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD Rim Board to Rafter (End-nailed) 3-16d each end GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. To Plate to To Plate ace-Walled 3-16d per foot KINLIN RUTHERFURD ARCHITECTS, PILL COORDINATE WITH OWNER. P P (F' ) p Top Plates at Intersections (Face-nailed) 6-16d joints - each side 330 WEST 38TH STREET,SURE I005 TEL (212)535.23 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING „ NEWYORR,NEWYORK lame FM (775)513217'. ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. Stud to .Stud (Face-nailed) 3-16d 24 O.C. www.kinlinrutherfurd.com 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION Header to Header (Face-nailed) 2-16d 16" o.c. along edges UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS Top or Bottom Plate to Stud (End-nailed) 3-16d per 2X4 stud GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. 5-16d per 2X6 stud 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING 6-16d per 2X8 stud OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS Bottom Plate to Floor joist Band joist End joist or Blocking (Face-nailed) 3-16d (1,2) per foot 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, Joist t0 Sill, Top Plate or Girder (Toe-nailed) 6- 8d per joist M HVAC DUCTWORK ECT. Bridging to Joist (Toe-nailed) 3- 8d each end x 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE Blocking to Joist (Toe-nailed) 3- 8d each end ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE Blocking to Sill or Top Plate (Toe-nailed) 5-16d each block DRAWINGS. Ledger Strip to Beam (Face-nailed) 5-16d each joist GENERAL NOTES 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE Joist on Ledger to Beam (Toe-nailed) 5- 8d per joist WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND m RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO Band Joist to Joist (End-nailed) 5-16d per joist THE WORK SHALL BE NEW. ¢� Band Joist to Sill or Top Plate (Toe-nailed) 3-16d (]) per foot c�7 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK FULL SCALE 0 BEING DONE. a 002 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. Nailing requirements are based on Wall sheathing nailed With 8d common nails 4° on-center at the panel edge. PROJECT: 118 /'l POLE - \,\ S 72'49'00" E ROAD 101.8 B, \\\ / DARBIES COVE 24" TR E NUMENT /0 �_ I (FOUND) — MONUMENT (FOUND) _ —1 P AREA D I I / 44.16 X 15.6 �\ c 573'20'56 E N 4416 SITE m� INNER BAY 44.17 OF 4 WELL / / WEST HARBOR Ni. jV _ /= �� I % FENCE j - LOCATION MAP SCALE 1"=400' SPLIT RAIL 15'-0.. I WOOD / RETAINING WALL / I I � EXISTING WELL TO I BE USED FOR IRRIGATION ONLY 752 / GRAVEL DRIVEWAY /EXISTING RESIDENCE I / TO BE DEMOLISHED ° n APPROX. LOCATION EXISTI G SEPTIC SYSTE - o, o I LOCATE, PUMP AND FILL WI H SAND OR GRAVEL- (TY .) — _ 15 8 N T_ rn PERMIT SET 01.12.11 BOTH LOS � I � -'- � / DECK ELEV. = 17.5' /f O /"� n I �/ /' k� / \ I REVISION ISSUE DATE 1-4 j kk / - SANGER HOUSE RENOVATION ----- -- 4_-- -� Z - EDGE OF LAWN FORME LO - _ �" LINE 1 CALCULATION FOR FRONT YARD BUILDING SETBACK FISHERS ISLAND,NEW VDRH / \ / -- I LANDSCAPING �\\\I fiNLODINGAON THE SAME S DE OF THE 6r STREET WITHIN THE SAME 0RTHICI WITHIN 300 FEET OF THE PROPOSED - R� I 66'+30'+15.7'+T.4'+29.6'+360+231' nO 5E UME/7 93 �� �/ \�\ \ m I 'j.•IA 111\O �6 - ---`_ EDGE OF LAWN/ _ _ _ \ � � o � Z � LEGEND T4< LANDSCAPING ti F / N/F NOW OR FORMERLY fy. 0294 !\O °I w SF SQUARE FEET rFOF DtE`� j\ \� r / F.F. FIRST FLOOR \ w I HYDRANT a \ WV WATER VALVE wv \ \ FLAG POLE I I - \s - Exlsnnlc CONTOURS STONE WALL \ \ RETAINING WALL --- -- � � \ � _, KINLIN RUTHERFURD ARCHITECTS, PLLC // SPLIT RAIL FENCE 100.EW 06 F TEL (212)5951 NEWYORK,NYOHH AY.(775)BB2 1736 330 WEST 3BIH STREET SUITE 10 www.kinlinrutherfurd com — Q 1 7 <„ This drawing is based on an 7 — t x r. _ _ \i I original site survey produced -- - - / �- --- by CME/CPK Associates a \ \ I Engineering and Land - _ __ __ _ Surveying, PLLC. PLANTED PLANTED C AREA / DRILLHOLE AREA \\ m \\6 --- ?S PLANTED / (FOUND) N AREA PLANTED �A 1A VA AA AREA \� \ \� \ \i\ \\'� \%� �'�� \%\ \\%� \\\ \v%� SURVEY CLOSING LINE w N 67'58'40" W 101.22' �1 SITE PLAN EXISTING SITE PLAN NS>-� EXISTING BOULDER I 1/5'=\'-D' �+ 4�`6"W STONE BOULDER RETAINING PILE WHARF RETAINING WALL X 4.0 RETAINING WALL WALL APPROX. LIMITS 700 YR. LIMITS OF HIGH WATER AND FULL SCALE HIGH WATER BASE FLOOD ELEVATION PER TIDAL WETLANDS AT BOULDER A oA0 LINE BAY OF WEST „ L FIRM PANEL-36703C0079H WALL. (PER. CME STAFF)LIMITS TL HIGH WATER AND EXISTING 57.16' S24'04'00"W /—INNER HARBOR SEPTEMBER 25, 2009 TIDAL WLL.LANDS AT BOULDER PILE WHARF PROJECT: 118 WALL. (PER. CME STAFF) 14.30' \ _ — — — — — — POLE\ _ �Js� — g 466 ——� FRONT YARD SETBACK CALCULATIONS N 1756.61 \ THE SETBACKS FOR EXISTING HOUSES — _ \ E 982.01 WITHIN 300 FEET(SAME SIDE OF THE STREET)OF THE COMBINED PROPERTIES ARE AS FOLLOW. _ _ V S 72'49'00 E \ � SETBACK FT.101.89 ' DARBIES COVE 2 3.0' 3 15.7' 4 74 O - -/ � / I I T 5 28.5' PROPOSED PERVIOUS 7 U E—WA / 6NUMENT 23. PLANTED (FOUN TOTALSETBACKS 1205' TOTAL DIVIDED MONUMENT (FOUND) A FRONT YA RD S ETB ACK 17 2' X 15.6 573'20'56"E 50.91r PROVIDE 6'OIA. X 6' � — DRY WELL FOR ROOF DRAINAGE (TYP. OF 2) O� O D / I I -- SITE yW`44419 CONNECT ROOF DRAINS I I WELL (SEE DETAIL) // / INNER HARBOR 44 17 �� I � � OF WEST HARBOR SPLIT RAIL / of Aj _ A FENCE LOCATION MAP SCALE 1"=400'WOOD 15,_O., I RETAINING WALL YL / / I EXISTING WELL TO BE USED FOR IRRIGATION IRRIGATION ONLY 152 I GRAVEL i / / // � � /� / // /� / /✓ / / / � DRIVEWAY PROPOSED PROPOSED SEPTIC TANK Iq UP / _ - �, N / M N / PROPOSED 3 0 PROVIDE 6'DIA. X 6' / DISTRIBUTION BOX APPROX. LOCATION EXIST! G °" DRY WELL FOR ROOF PROPOSED SEPTIC SYSTE - o, DRAINAGE (TYP. OF 2) LEAC ING POOLS a LOCATE, PUMP AND FILL WI H CONNECT ROOF DRAINS 15.6 N SAND OR GRAVEL- (Ty .) I (SEE DETAIL) ___ BOTH LO S ,- /''\ / DECK ELEV. = 17.5' �. I N PERMIT SET 01.12.1] ttJ'-D' / I REVISION ISSUE DATE N _,r, -_,. .,,T,-.-.--•-",. / / 116� SANGER HOUSE RENOVATIO Z FORMER LOT - ,. LINE " I 1 FISHERS iswrvG,NEW YORK CALCULATION FOR FRONT YARD BUILDING SETBACK I \ HE AVERAGE STREET HOFTHEEASTINGBUILDINGS TRICV. SWRHIN 300 FEET OF THE PROPO5E0 LANDSOCAPINGN\\\ G+�a.Op+B SSr+]4E+ B. BUILDING ON THE SAME 510E OF THE STREET WRHIN THE SAME 01STRICP. CY EL N — - — _ _ \ PROVIDE SILT FENCE 0 EDGE OF LAWN/ V \ % BACKED BY HAY BALES- z T4_ LANDSCAPING LEGEND CO- ` MAINTAIN THROUGHOUT 0 - F / N/F NOW OR FORMERLY s } 0. \ CONSTRUCTION 00 u- W I N SF SQUARE FEET 9 0294'�Jp' F F. FIRST FLOOR TF OF NE m �� 1 I lc� HYDRANT N WATER VALVE FLAG POLE 1 - - �5 - EXISTING CONTOURS STONE WALL ' _—_._—_____ ---_ _ � \ \�� _ / RETAINING WALL 1 KINLIN RUTHERFURD ARCHITECTS, PLL< -}O_- _-' � Y \ /' SPLIT RAIL FENCE \ / NEW YORK,BIRTH NEW YRKFOOTE 1008 F.(212)585276 NEW YORK,NEW YORK 10018 FM(77S)582 1731 -- ------------ --'� www kinlinrutherturtl com i.� X � <.; This drawing is based on an _ _ _ _ _ original site survey produced / by CME/CPK Associates Engineering and Land - -__ PLANTED PLANTED AREA / DRILLHOLE Surveying, PLLC. AREA ; (FOUND) _ Cd < PLANTED �REA VA�A VA�A \�� VA�A VAS \�A VD VA AA PLANTED \\\\ \\\\ \„� \��\ \\�\ AREA i \� \ \\� \ \% \\� \\ \ \\� SURVEY CLOSING LINE q N 67.59'40” W 101.22' 01 SITE PLAN SITE PLAN BOULDER 1 EX NSq=`W STONE BOULDER RETAINING PILE ISTING WHARF RETAINING WALL X 4.0 RETAINING WALL 7 \ APPROX. LIMITS 100 YR. LIMITS OF HIGH WATER AND FULL SCALE WALL HIGH WATER BASE FLOOD ELEVATION PER TIDAL WETLANDS AT BOULDER /� Ono LINE INNER BAY OF WEST FIRM PANEL-3610300019H WALL. (PER. CME STAFF) „ L LIMITS OF HIGH WATER AND 51, '�� r HARBOR SEPTEMBER 25, 2009 TIDAL WETLANDS AT BOULDER EXISTING 16' �� S24'04'00"W PROJECT: 118 WALL. (PER. CME STAFF) PILE WHARF 14.30' a DEMOLITION LEGEND ED H EXISTING WALLS TO REMAIN U EXISTING WAILS i0 BE DEMOLISHES C4 0 N REMOVE EXISITNG STAIRS F UP II 41 BASEMENT PERMITSET 01.1211 REVISION ISSUE DATE \ SANGER HOUSE RENOVATION FISHERS ISIAND,NEW YORK -0 AR T t� a Y L oF Nell KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST BETH STREET.SURE 1006 TEL.(2V,6952988 NEW YORK,NEW YORK 10016 FAX.p75,5821736 www.kinI1nrutherfurd.com 'v m N BASEMENT WE BASEMENT DEMOLITION PLAN WE O1 „« ( DEMOLITION PLAN a FULL SCALE a A-030 0 PROJECT: 118 U a DEMOLITION LEGEND F F EXISTNG TO REMAIN WALLS V Q EXISTING WALLS WOdp C TO BE DEMOLISHED CG W x F C O N REMOVE EXISITNG v1" STAIRS REMOVE FIREPLACE \ ON REMOVE EXISTING 1 KITCHEN APPLIANCES RELOCATE E SINK,SINK. REFREFR IGERATOR AND RANGE REMOVE ALL NG PLUMBING L FIXTURES EXIST k FITTINGS RELOCATE LAVATORY AND TOILET UP — REMOVE AND SAVE EXISTING CABINETRY TO BE RE-USED IN BASEMENT SAVE AND PROTECT \ EXISTING WOOD WALL PANELS �T \ REMOVE EXISTING CABINETRY POWDER \ RET MW I� I ' ° ROOM \ L OVEN I�r'IrI�I I C III I MUDR00O ENTRY III I�lllpppq��yyyy `p���yyJJ�� \ NOTES: r - REMOVE EXISTING WALLS, WINDOWS k KITCHEN I DINING DOORS AS SHOWN. - REMOVE ALL EXISTING FINISHES UNLESS Li NOTED OTHERWISE. - REMOVE WALLS OR PORTIONS OF WALLS WHERE NECESSARY TO MODIFY FRAMING AS SHOWN. PERMIT SET 01.12.11 ❑ REVISION ISSUE DATE SANGER HOUSE RENOVATION REPLACE REPLACE REPLACE EXISTING EXISTING EXISTING FISHERS ISLAND,NEW YORK WINDOW WINDOW WINDOW DEN E�ARCf�, `•r , r HATCHED AREA INDICATES REPLACE EXISTING F NEgJ PORTION OF EXISTING DECK DOUBLE DOOR TO BE REMOVED FOR NEW STEPS INSTALLATION KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL,1212)6952988 NEW YORK,NEW YORK 10036 FAX I77515821736 www.k I n I!n ruth a rf u rd.co m PL 11] N FIRST FLOOR DEMOLITION PLAN FIRST FLOOR O1 -D DEMOLITION PLAN FULL SCALE A-031 PROJECT: 118 a DEMOLITION LEGEND F U EXISTING WALLS a TO REMAIN 6 EXISTING WALLS TO BE DEMOLISHED F C4 0 N I-•ON II / CLO. REMOVE EXISITNG L_ BEDROOM 3 STAIRS REMOVE ALL NG L FITTINGS G FIXTURES & IIRELOCATE LAVATORY, NB • ' I I BEDROOM I AND TOILET L _ _ J I L� BATH 1 - III uu ITII( NOTES: REMOVE EXISTING WALLS, WINDOWS k SHOWN. e I DOORS o — - REMOVE SHOWN. ALL E XISTING FINISHES UNLESS NOTED OTHERWISE. - REMOVE WALLS OR PORTIONS WALLS WHERE NECESSARY TO MODIFY FRAMING AS SHOWN. MASTER BEDROOM �- \n \ / CLO. PERMIT SET 0L12.1: aEwsloN ISSUE DATE SANGER HOUSE RENOVATIO F15HERS ISHANO,NEW YORK LC � �E O l OF NEB KINLIN RUTHERFURD ARCHITECTS, PILL 330 WEST 36TH STHEEL SUITE 1006 TEL (212)SEE 291 NEW YORK,NEW YORK 10016 FAX 17751562-17: www.kin lin rutherfurd.com 'v N [il SECOND FLOOR SECOND FLOOR DEMOLITION PLAN 01 1 S -0' DEMOLITION PLAN Z FULL SCALE A-032 PROJECT: 118 U a DEMOLITION LEGEND H U ISE WALLS MAIN TO V a Q EXI WALLS BE D C � TO BE DEMOLISHED ���WWWN�yyy z a 8 N - - REMOVE EXISITNG ROOF - - - - E EXISITNG CHIMNEY - - CHIMNEY PERMITSET 01.12.11 - - - - RE ISION ISSUE DATE H 41 SANGER HOUSE RENOVATION FISHERS ISUND,NEW YORK cn AR EP` T y OU Y ` C) qA'" �i �OF NCI KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 30TH STREET,SUITE 1006 TEL.(= 6952986 NEWYORK.NEWYORK 10016 FAX (7)5,5821736 www.kinlinrutherturd.com EO'v DN] w ROOF DEMOLITION PLAN ROOF DEMOLITION PLAN FULL SCALE A-033 PROJECT: 118 CONSTRUCTION LEGEND a U NEW CONSTRUCTION 2G�rJl EXISTING WALLS c64 TO REMAIN So SMOKE DETECTOR CARBON MONOXIDE 01 A203 A ca DETECTOR K EXHAUST FAN z INSTALL NEW DISHWASHER, NEW SINK, ICE MAKER AND O1 O1 O1 O1 'aEE] A405 404 NEW REFRIGERATOR 403 A40 41 A401 HB HOSE BIB ry FROM LEXISTING KITCHENS 8 NEW LAVATORY NEW TOILET INSTALL NEW WALLS. �I DOORS AND CABINETRY AS SHOWN INSTALL NEW STAIRS AS SHOWN o BASEMENT PR ®. I � a S DDZ z 1 I � 6 � - - - - III` \ * - - - - - ` TV _ wO •� � _ N VP Q O 91 O � 0 001 O — — _ MECHAN CAL ROOM — — NO ST RAGE O1 O1 rnxc I CRAWL SPACE PERMIT SET 01.12.1 FUR OUT AND INSULATE BASEMENT WALLS AS SHOWN REVISION INSULATED ACCESS PANEL TO CRAWL SPACE TO HOUSE RENOVATIC FISHERS ISlANO,NEW YORK N 0 N 0 �p,FD Rr i F </ p {- „ 4i 5 • 2 r pia^yda�4 �� 4 - FOF NE`s KINLIN RUTHERFURD ARCHITECTS, PILL 330 WEST 36TH STREET,SUITE 1036 TEL (212)995391 NEW YORK,NEW YORK 100]S FAR (T75)SB21T: www.k i In I I In ruth a rFu rd.co m ED I v X ,`_; 01 01 01 O1 O1 01 �i 405 404 403 40 41 A401 BASEMENT w BASEMENT CONSTRUCTION PLAN O1 „4 ,_o• CONSTRUCTION PLAN 01/A201 FULL SCALE A-100 PROJECT: 118 a ] CONSTRUCTION LEGEND J NEW CONSTRUCPON EXISTING WALLS TO REMAIN ,]1 G 01 A203 A SD SMOKE DETECTOR OCARBON MONOXIDE CO DETECTOR a O1 O1 O1 01 O 1 01 EXHAUST FAN A405 404 403 40 41 A401 3'-t}y44" 5'-5" 5'-5" 5'-5^ 3'-tyq ° INSTALL NEW DECK AND STEPS HB HOSE BIB -- o _— — — — NEW RELOCATED LAVATORY — — — o — — NEW RELOCATED TOILET 1h0 139 139 ,37 I Imo` IN 9HL NEW CABINETRY n e 136" '-0 AS —INSTALL HOWNEW STAIRS 141 '-0 -O NEW RELOCATED DISHWASHER 136 NEW RELOCATED SINK V a3 P 4-00 '-j0 3,-103/4" 3'-93/B° ifi'-tOyB• XgoPpsm — N 20-7y " c 2'-10" ROOM O 134 133 132 � " M 4 �I '-4y" 2• ^ ow Tan511/ to •� gccrcLL I 14 ,42 _LIVING mj Cl _ — - - - - - - _ L — � PgpPpssp ONHE.es.noon ^ N n �\ e — ® HB NEW RELOCATED GAS RANGE PeX1gY — INSTALL NEW STAIRS a = — = FOYER m \ \ ° p —° L AS SHOWN j s ° NEW RELOCATED REFRIGERATOR r e n 2•-6" N CL GL • _ _ _ KITC,yEN h M — — NEW FlNI91 R.E. ° FFWOSE N 5'-6" e N ♦_ _ � 15'-1034 �\ 144 y•, 13._g5�,. — ox � -T r OPENING 2'-0� 3'-9� •• 3'-97 ° 2'-0 — — _ MW I qm. ASEMENT /6 Y e 3'-5" 5'-10 I —UP 102 n IL — J — — — L — / U -f03 192 M O — — — — —I — — _ — / L — 2'-4" �. F.F. = 19'_4 " B NEW FIxl91 FIMfl ` Euv.le.s°• ^ 102 m D3 m 01� 04 � 6 EXIST NG FlXISH SUMN SID 40 px m e DIROOM 4 t1ev.tu.ev of iv rnsnxp O1 J N 407 HI j7 PPWOSEO N 0 EgSTNp FlNIEN FLOGq DN. IG.N' J' T I1 13 1! 4 16 i7 r em 05 114 ,15 116 117 115 16'-5° n I F- — — — m '�. t' _ •-' 9'I O, 3'-6 ' 4•_B• 17'-7%", / '- _ <NRO �I SUOM 11 - - - - - — n - - - - _ - - — \ Iv io IbssX OG NROp - - - -L - - - - - - - - - - N O ib NEW LOWER 1£YEL N 119 120 121 L O O O a PERMITSEf 01.12.11 Z gxlsx Flmq I � SITTING � EI£V.10.3Y' � � � pq[pOSEp �W M REVISION ISSUE DATE N 07 ,s—ts/B. 4' 1y„ 4,_B^ 4._B.. 3•_s) {• — — — — � — — — 0 104 ?crl 122 III 129 \\ \ SANGER HOUSE RENOVATION em - - N rISHERS(SAND,NEWYORK 108 ,09 110 111 112 INSTALL NEW WALLS, WINDOWS, DOORS \ �a AND CABINETRY AS SHOWN 123 F.F. = 19'-44G" 128 \ \ a 0 INSTALL NEW STEPS o AND RAILING L J TO MATCH EXISTING � \ B,• ._10 3.-5,;/•• 3._5�B^ 3•_530•• 3'-538° 10`'�B R0 im� ,9 124 125 1 6 12] E IS 14 N DECK Dye Dye' KINLIN RUTHERFURD ARCHITECTS, PLLC OJ� 0 y2• 0y2 2]'-„y4” 330 WEST 38M STREET,SUITE 1006 TEL (212)6952988 NEW YORK,NEW YORK 10913 FAX (775)582-1736 www.kinIinruthetfurd.com 32'-33/4" LINSTALL NEW PERGOLA AS SHOWN 01 O1 O1 O1 O1 O1 405 404 A403 40 41 A401 FIRST FLOOR O 01 FIRST FLOOR CONSTRUCTION PLAN CONSTRUCTION PLAN 01 Az01 A FULL SCALE A-101 PROJECT: 118 V a CONSTRUCTION LEGEND U NEW CONSTRUCTION EXISTING WALLS TO REMAIN 01 A203 A so SMOKE DETECTOR C4 CARBON MONOXIDE co DETECTOR Z O1 O1 01 O1 O 1 O1 EXHAUST FAN 405 404 403 40 41 A401 HOSE BIB AS SHOWN NEW STAIRS AS SHOWN INSTALL NEW TOILET NEW RELOCATED BATHTUB INSTALL NEW BATHTUB NEW RELOCATED TOILET INSTALL NEW VANITY NEW RELOCATED LAVATORY 1 4_43/4• WITH 2 LAVATORIES 3 4' 71. 4'-77/8" 3'-103/4" I I — I 6" /2 2i2 211 210 7•-0" CL "N MASTER-I \'u) -I — FROnOSm BEDR00 3 �m i — - BATH 2 O T PnaPasm n n 204 n c'�M' ,- � 203 a N = 210 ® �\ o 16'-5" a — _ — ° EGRESS 0 z— u — - WINDOW 209 - - - - — — 2_6. 1 _t0^ ®15 208 0 u j 202 BEDROOM � 209 F 1 n CL 01 < I a 40fi o 2'-73/4" II 01 gas k I 407 W D MASTER— — B 6p6nxM 2e EGRESS D8 I WINDOW 1 PxoPOSm -I 1 ---___----------- 205 � EGRESS m `t I I I I I 2D1 WINDOW m CL 2W 15'-103/4" k. CL I �I m - --� L o3 0a PERMIT SET 01.12.1 _ 4'-7" 2'-0" REVISION ISSUE DATE y2 4'-B" 4•-9 1 I 2 5 6 20 I I I I I BANGER HOUSE RENOVATIO 3' �" 8'- 3/g" 6'-6 p' 3'-7 " FISHEfl5151AND,NEW Y0g1( ---nr_r�_ INSTALL NEW WALLS, WINDOWS, I I L DOORS AND CABINETRY AS SHOWN I+III I I �ymu�AII1h�0 Y N I I Q I I I � I I INSTALL NEW WASHER _ --- — — — AND VENTED GAS DRYER __ __ ___ -- I 02 NY'/ ` yTP OF I6F—� D CK KINLIN RUTHERFURD ARCHITECTS, PLL 330 WEST 36TH STREET SUITE 1006 TEL(2U8695-291 NEWYORK,NEWYORK 10019 FAX (775t592-17: T L ,,, r___-__=Q _ -J-' 1 � n ww m w.klnllnfuYherfurd.co� _i- 1-- X 405 404 4003 400 01 A401 SECOND FLOOR 01 SECOND FLOOR CONSTRUCTION PLAN CONSTRUCTION PLAN 01 A201 A FULL SCALE A-102 PROJECT: 118 U a a d y F U 01 A203 A aS 01 01 01 01 01 01 405 404 403 n0 41 A401 — I I I I 50 YR. ARCHITECTURAL GRADE ASPHALT SHINGLES ji I I I I I I . I ❑ _ I I I I I N O Q �O 0 I 406 407 ENGLERT ARCHITECTURAL/ RESIDENTIAL MT- ROOF SYSTEM - 17f" SNAP LOCK PANELS -__-�_ -- -- -- -- -- - -- WOOD PERGOLA PERMIT SET 01.12.1 li aSVISION IssuE 6ATE I I SANGER HOUSE RENOVATIO 1 FISHERS 1I NEWYORK N O I Q ENGLERT ARCHITECTURAL/ ENGLERT ARCHITECTURAL/RESIDENTIAL MT- ROOF SYSTEM - RESIDENTIAL MTL ROOF SYSTEM - 1N' SNAP LOCK PANELS ix. SNAP LOCK PANELS II / r 1 029Ae'/,V �FOF Nr�Id I KINLIN RUTHERFURD ARCHITECTS, PILL 330 WEST 36TH STREET SUITE 1006 TEL:(212)695-291 NFIN YORK,NEW YORK 10018 FP%:(775)562-1 : www.kinlinrutherfurd.com c k O1 O1 O1 01 O1 01 A4oa PROPOSED ROOF PLAN 01 PROPOSED ROOF PLAN 01 A201 A FULL SCALE A-103 PROJECT: 118 U 0. U O T.O. RIDGE TO RIDGE 29.-2V- ELEV MID 0 POINT OF TALLER ROOF ELEV. 42'--10W (ABOVE SEA LEVEL) RIDGE E�O SO 20'-4j" 8.0. CEILING - - ELEV. 18!-0.6" rTT NEW RED CEDAR PERFECTION #1 SHINGLES WILL BE APPLIED I TO ALL EXISTING AND NEW LL EXTERIOR WALLS 20 203 04 D5 20fi I D] I I I I I T 27'-101" 1 MEASURED FROM AVERAGE EXISTING GRADE AT 15'-0" TL TO MID POINT OF TALLER ROOF SLOPE SECOND FLOOR S.F. TF ELEV. 9'-43.. 1 PERMIT SET 01.12.11 B.C. SECOND FLOOR CEILING IRJ ELEV. �. G'-13,0, L T Ill I T111'I,-I I T I I I -- -XaIO 3GEILNG REVISION ISSUE DATE ELEV. 7'-11Y4, SANGER HOUSE RENOVATION O FISHERS ISILAND,NEN YORK IP L Lh [E L Te I 116 I 119 N I :E I 124 125 13 F ,dL EXISTING FIRST FLOOR S.F. - - _. -RI- — -- - -& --- - I =' = EX STING,T.O. DECK "T = ELEV -1'-9" T.O. LOWER FLOOR S.F. SEEN. -3'-T}' AVERAGE EXISTING GRADE r_ 15 - 1 1 `70 � 0 �ABOVE �EIS FOR AiIEXISTING T.O. SLAB ------ - -- --- - - - -- - - ELEV. -6'-11 N E��T 'SLAB NEW STONE VENEER WILL WE APLLIED TO EXISTING AND KINLIN RUTHERFURD ARCHITECTS, PLLC NEW FOUNDATION 33O WEST 35TH STREET,SUITE 1006 TEL (]3'11695]966 WALLS AS SHOWN NEW YORK,NEW YORK 10019 FM 775 581736 wKvw.kInIInrutherfurd.corn 01 SOUTH ELEVATION SOUTH ELEVATION FULL SCALE A20-1 PROJECT: I18 s v �J B T.D. RIDGE ELEV. 29 _ _ _ _ _ _ _ / T.O. RIDGE ` - - - - - _- __ - - _- - ELEV. 29'-274 - - - - -- - - - - - - - E0. _MID POINT OF TALLER_ROOF _ _ _ _ - _ _ -_ -_ ELEV 42'-10V' (ABOVE SEA LEVEL) 2 I B.O. CEILING ELEV. 18'-O�i6 NEW RED CEDAR PERFECTION $1 SHINGLES WILL BE APPLIED EG 55 EG 55 TO ALL EXISTING AND NEW WIN OW WIN OW EXTERIOR WALLS I 208 209 I 27,-10j" _ SURED FROM AVERAGE EXISTING GRADE AT 15'-0" TO MID POINT OF TALLER ROOF SLOPE _ SECOND-FLOOR_ S.F. --- - -1 - _ _ __ _ _ - __ - -__ _ __ - - _ __ _. - - I - I - - - PERMIT SET 01121] Y ELEV. 9'-41" h B.O. SECOND FLOOR CEILING &I6 - H 10N ISSUE DATE EKIS¶NG-@:0._GEILING ELEV. 7-11Y4 -- I IT r -' I1-1 SANGER HOUSE RENOVATIO 130 - - 11Ly FISHERS ISIAND,NEW YORK 13fi l l i_f_ 120 129 _ - r,T-LI _ LLL11��111�1 LIT I-T- hkL EXISTING FIRST FLOOR S.F. -_ T-!?_ I1l 1= - EXISTN 1 G TO. DECK_ - __ ___ - __ --_ __ - - - __ E ❑o o❑- o __ _ - - - _ _- - - - _ - - - -_ - -_ LC� t`bta, 1 �' ELEV. -9" - o 0 _ t1k TO LOWER FLOOR S.F r -ELEV. 31-1A" - - .. - O❑o ° ❑D❑ - —_ ..- r� ^, i -0"- -V LEVEL) (ABO E S EA L 7^ 029Gi�/l/�j/ _ EXISTING T.O. SLAB ELEV. NEW T.O. SLAB - - - - - - - ELEV. -9'-3a" - NEW STONE VENEER WILL BE APUlEO KINLIN RUTHERFURD ARCHITECTS, PLU TO EXISTING AND NEWS AS SHOWN FOUNDATION 330 YORK,NTH Y R K iORITE 1006 TEC(775)6942Df WEST WALLS AS SHOWN NEW YORK,NEW YORK SDDSe Fax:prs)562 vi www.k n l i n ruthe rf u rd.co m B a x N N W IN 01 EAST ELEVATION EAST ELEVATION FULL SCALE A202 0 PROJECT: 118 U .1 F rn F WV F U A a O N A _ T.0 RIDGE ELEV. 29'-3)f`- --- -- - T.O. RIDGE ELEV. 29'-2)9' - - - -- - - ° MID POINT OF TALLER ROOF _ELEV. 42'-10)4" (ABOVE SEA LEVEL) o� - - o _ o T.O. RIDGE - __- _ - - _ ELEV. 20'-4r - 0 B.O. CEILING -- ELEV 18'-0'i6"- NEW RED CEDAR PERFECTION 8 1 U2102 SHINGLES WILL BE APLLIED TO ALL EXISTING AND NEW E%TERIOR WALLS 213 27'-107" -- - -- - MEASURED FROM AVERAGE EXISTING GRADE AT 15'- TO MID POINT OF TALLER ROOF SLOPE SECOND FLOOR S.F. - _T _ I _ I I I I I _III, _ _ _ _ _ _ --- - - - --- - -- - - - — -- - --- - -- - ---- ELEV. 9'-44" PERMIT SET 01.12.1. TT _ B0. SECOND FLOOR CEILING _ _ __ _ _ __ - __ _ _ _ _ - _ ___ -- - -- - - - - - - -- -- - - - - - - -- - ELEV.B 3Y+3Y+' _ _ _ _ __ __ - - - _ __ _ - -- _ - - _I- - EXSF 7G 00 i CEILING - - �\ REVISION ISSUE DATE 101 102 103 BANGER HOUSE RENOVATIO 132 133 134 FISHERS ISUND,NEW YORK I I 135 O 13] 138 139 140 O O O O - 1 EXISTING FIRST FLOOR S.F. .ELEV. 0'=b--B 1 IIr EXISTING T.O. DECK 0 — - - o❑o° ❑o❑°° ❑o❑ I� ❑o❑ ❑o❑ ° 0 ❑° oo - 0 __- - T.O. LOWER FLOOR S.F. - R� ELEV. 3'-1 " , - o --- - AV - — - - -- - - -- o❑o ❑o❑m �o❑ ERAGE EXISTING GRADE 9'q -- - -�- - - (ABOVE SEA LEVEL) -•/Y. 07 LEVEL) /6 NI EXISTING T.O. SLAB — — — — — _ — — — — — — — — ELEV —6'-11#" ELEV. -9'-3 NEW STONE VENEER KINLIN RUTHERFURD ARCHITECTS, PILL WILL BE APLLIED TO EXISTING AND 330 YORK,NEW YORK 10018 1005 TEL.(212)695291 NEW YORK,NEW YORK 10018 F,VI.(TT5)5521T: NEW FOUNDATION WALLS AS SHOWN www.kinlinfutherFUftl.COm A a k N N rT, 01 NORTH ELEVATION NORTH ELEVATION m �3 FULL SCALE A203 PROJECT: 118 a a w U a V B T 0. RIDGE ELEV. 29'-314" jjk T.O. RIDGE - -- - - -- - - - _ _- - - - - - -_- --- -29'-2)6" - EQ. - ------ -- ---- - ELEV. MID POINT OF TALLER ROOF _ ELEV. 42'-10X" (ABOVE SEA LEVEL) �❑ I I o - � I T.O. RIDGE - - - - - - _ ELEV. 20'-4�" B.O. CEILING ., --- - ELE-V. 18' ��. I NEW RED CEDAR PERFECTION $1 SHINGLES WILL BE APPLIED EG SS TO ALL EXISTING AND NEW WIN OW EXTERIOR WALLS T 201 2]'-101" MEASURED FROM AVERAGE EXISTING GRADE AT 15'-0" TO MID POINT OF TALLER ROOF SLOPE _SECOND FLOOR S F._ ELEV. 9'-4j" PERMITSET 01.12.11 rk B.O. SECOND FLOOR CEILING RIIII ELEV 6' EXISTING $0,Y4 CEILING _ REVISION ISSUE DATE ELI BANGER HOUSE RENOVATION FISHERS ISIANN.NEW YORK 141 IP T�g I ffl@) - III II EXISTING FIRST FLOOR S.F. flg - - III�1{II III 7I!II7IIILI- III-1IIµlII I II 1 ELEV. 0'-0" - ��l Il.�li-I! �LLL_ �J� I ��P�D A C TT _ EXISTING T.C. DECK _ -. �� JOB -,,._- ELEV. =1 -9 0 000 0 0 / 1 0 00 nn 0= O O O T.O. LOWER FLOOR S.F. oOO o0o Oo © ELEV. -3'-1#" oo OI�� El AVER GE EXISTING GRADE _ ~ �0P00 ELEV. SEA LEVEE qj 0 - --- -- - - - - FOF NEB E%ISNNG T.O. SLAB_ - - —� - - - - ELEV. -6'-11}" NEW T.O. SLAB - _ ELEV NEW STONE VENEER WILL BE APPLED KINLIN RUTHERFURD ARCHITECTS, PLLC TO EXISTING AND NEW FOUNDATION 330WEST 38iH STREET,SUITE 1006 TEL (31'1)695]96B WALLS AS SHOWN rvEWYORK,NEW YORK IODUS FAX'(77 5)552173 6 www.kinlinrutherfurd.com B v A k N N 01 WEST ELEVATION WEST ELEVATION h FULL SCALE A204 PROJECT: 118 a a a a V B i � T.C. RIDGE _ ELEV. 29'-3X2" - -- - T.O. RIDGE ° 0 0 0 00 o� T.O. RIDGE_ _ __- _ _- - - - _ ____ __ - - - _ __-- -_- - - - -- - - ELEV, 20'-43" - - - - - - - B.O. CEILING _- - - - - -'_ - - - - - _- - - -- . - - - - _ -- - - -- - - - / - � -- - - - - ELEV. 18._07„ / - --_— - - - - - - --- - O / O� / ❑00❑18❑ ° o 0 �� o° o E5Ll O QOO C -_- SECOND FLOOR S.F. ---- - - - - - -- - - ' ' - - --- _- o- -- - - pERMITSET 011211 ELEV. 9'-4 B.O. SECOND FLOOR CEILING ELEV. e'-3Yi' r�r REVISION ISSUE DATE ELEV 7'-11-Y4" _CEILING_ - - ❑o ° ❑o❑ 0 o IIIIII�IIIIIIIIIIIIIi�IIIIII BANGER HOUSE RENOVATION ❑C�0❑C]❑ .L-�f--� F3HERSISUNO,NEWYORK WI (%/III � ❑=-�I ` pfd❑ I �� I I ���� � � I17'�1i1 0 1 I fiM' II l /�,/� �� V 1 1;1 EXISTING FIRST FLOOR S.F. -�T,S - - - _ . 104 - Lh _. ELEV. 0'-d' � I SPED Re 'r.. T.O. LOWER FLOOR S.F. - .. - - _ oga / `rr EXISTING T.O. SLAB _ _ " QF NO ELEV. -6'-11}" NEW T.O. SLAB_ ELEV -9'-SIB" KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SLATE 1006 TEL.(212)6962955 NEW YORK,NEW YORK 10019 FM.(776)582-1736 www.k i n l i n r uth a rfu rd.co On B v YC N N 01 EAST SIDE ELEVATION WEST ELEVATION FULL SCALE 0 A205 PROJECT: 118 B T.O. RIDGE - - - - ELEV. 29'-2M" E �Vv F a� d W5a E a 06 g - - - A431 N 2X12 @16"OC ROOF FRAMING 2X12 COLLAR TIE 2X10 ®16"OC CEILING I FRAMING I I I _ 8.0. CEILING ELEV. 18'-031" I I I 108,. I I O O r O Z N00 I I p n ro p m 5Ya"X20" PSL (2) 1Y4"X117/B" LVL %"X14" PSL 2Ji6"X117.¢" TJIm21D J �N X16" D.G. U9 J GO � o N N N UJ O SECONO FLOOR S.F. ELEV. - p NEW B.O. CEILING. ELEV. B'-34 _ EXISTING B.O. CEILIN-G_- - - -_- - - __— _ _ __ ___ - - __ _ _ _ _ - ___ - - ___ - - - - PERMIT SET 01.12.1, ELEV. 7'-19" Ala �r 5 � REVISION ISSUE GATE a SANGER HOUSE RENOVATIO FISHERS IBWJD.NEW YORK Inlet z I _ � J J 0 5 W T p -IN DO � O EXISTING DECK of TO REMAIN m EXISTING FLOOR AND \ ��PflD ARQy WALL FRAMING _ EXISTING FIRST FLOOR S.F. ELEV. 0-0'r \ \\ \\ \ \\ \\ \ \\ \\\ \ \ \\\ \\ EXISTING'T.O. DECK , \ _ _ -- - - - - - - - - -- - - - - - - -- - - - - - KINLIN RUTHERFURD ARCHITECTS, PILL EXISTING FOUNDATION 330 WEST 38TH STREET,SUITE 1006 TELO121 6 9 5-2 91 \ WALLS, SLAB AND \ NEW YORK,NEW YORK 10018 FV (775)582 17Z \ FOOTINGS www.kin 11nrutherfurd.com I I I I I I I 1=1 I I III-IIII I _ _I II_—I II_—II I _ � _ -I I I-III-III-III-_II I-_I I I-I I I III-I I I—III-III—III_II I_—III_-III_—I I I II I \ \\ EXISTING BASEMENT \ 11 1 11-1 1 II II I I—I-I I I III I-I I I-IIIII I--I I I-I I I- �=I IIII III III�III—III 1 I I1 I I-IIII I I III-III " . . . I 1 11 11=1 11=1 11=1 1 11 I I-III-III III IIII 1 11 I I- � I _ I-I 11=1 1I- ry EXISTING T.O. SLAB III= —III III= —III —`III—III—III—III—III III—`III—III= LL L—III IIII III III III III DO wN. � ELEV. 6 11� =III 111"V•-III=III=III—III •�• •,•• _III—III-111=III-� =III-111-111=III=III—III-111 \ \ \ � \ � � \ — \ — _ _ _ _ �� � �II11H111111111�� 1111 ��11 III=1 1=1 1=1 1=1 1=1 -- =1 -I 1=1 1=1 -I 1=1 11 1=1 1=1 I_I - = -1 ! 11 11 -1 11 1=1 11 -1 11 11 11 1=1 11 11 1=1 11 1 w 11 11 -1111 1-1 111 -III III1 -I 11 -1 1=1 III III-III-III-III v� III-III-III III III III-III-III IIII I_I _ _ _ _ _ _ _ _ _ _ _ _ WALL SECTIONS I I I = _ _ _ _ _ _ _ _ _ _ = I - 11 I 1 111 111 I 1=1 I 1=1 I � -I 111 111 I 1=1 I I-1 111 111 111 I 1=1 I 1=1 111 111 111 I 1 111 I 1=1 I I-III III-III-III III III-III-III-III-I III-III-III III-I I � III-III I I III III-III- I III III III_III_III-III-111_111-III III-III I II I = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ =1 � I III III III-III- ' •• III I I_I I _I I_I I_I I -I _ _I I _ I I_I I II 11= -III-III-III-III III-III-III_ I III III III-I I I_I I I III III III-I I I_I I I III- I I-I 1 11 11=1 I I IIII 1 11 11=1 11=1 11=1 1 11 1 11 I I-1 11=1 1 1 _ =1 1 11 1 11 I I-1 1 11 11= - - - - - - - - - - - II - - - - - - - - - - - - - - - - - - - - - - 111-1 I I-1 I I III-I 1 11 I I1 I I-1 I I-1 1 11 I I-III-1 I I-1 1 11 I I-1 I =1 1 11 I I1 11=1 11=1 1 11 1 11 I I-1 I I-1 1 1i 1 11 11=1 1 11 I II 11=1 I I-1 1 11 1 11 11=1 11=1 I III 1=111=111= FULL SCALE p - - - - - - - - - - - - - - - - - I_I I 1 111 I 1-1 I I III III-III-III III-III III-III-III III III-III-III-III III-III III III III-III-III III III-III-III-III III-III-III III-III I I -III_III_III-III-111_111-III III III III III-III III III-III-III-III III-III -III _ _ - 1-1 p I I II I II I I-III-III-III-111-III-III-I III I I III I I I_I I I-III 111 III-III III-III-I 11_111-III III-III-III-III-III III-III III-111-III-I II-III-III III I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A401 1 1=1 -1 -1 I—III-1 1 1 1 1=1 1=1 =1 1=1 1 1=1 -1 1=1 1 1 1 1 CI -1 1=1 1 1 1 1 1=1 I-III=1 1=1 1 1 1 1=1 -1 -1 1 1=1 1 1=1 —I 1=1 I— ICI III III—III III—III III—III—III III III I L_I III III III—III —III_ PROJECT: its 0 1 WALL SECTION 1/2'=r_0. B T.O. RIDGE U -- - ELEV. 29'-3Y2" a W h U aT 6 F a K 06 0 2X12 016'Z A431 ® ROOF FRAMING COLLAR TIE 2XB 016"OC CEILING / \ FRAMING I I o ° I I I I _ 8.0 CEILING - ELEV. 18'-OVA• __ - - __—- - - - -_ __ - -__ - - - _ - __ - - _ - __ - I I I I 10y8' I 10y8" I z I I N 0 O O c6 g z a �w mW o ED n u o 0 m 0 (2) 13i4'X11%" EVIL ~ 2X6 016"OC WALL 2YI S"Xi hik TJI®210 FRAMING 2X6 016"OC WALL 016" O,C. Lm-1 FRAMING \ (2) 13'a'"X11 7/9"LVL N m N N N 0 _SECOND FLOOR SF. _ _ _ - - -_ -- -- - - —- -- - -- ELEV. 9'-41¢" F _NEW B.0„CEILING 0 ELEV. B'-3Yi' PERMITSET 0112.11 m REVISION ISSUE DATE i SANGER HOUSE RENOVATION 2X4 016'OC O FISHERS ISLAND,NEW YORK o _ z WALL FRAMING Of N J C N U O O m I Q,EDNR 2X6 016"OC WALL N l 2X6 016"OC WALL FRAMING m I FRAMING Ul J \N I I \ ^ v 1 m I m EXISTING FIRST FLOOR S.F. -__ - - - - - - --- - - - - -- -- --- __- - _ 7E OF NEVI -_ - - ELEV. a'-O" NEW III I NEW B.O. CEILING - ELEV. -- _____�� I I Imo . I ems- li II i I 04 A431 KINLIN RUTHERFURD ARCHITECTS, PLLC CO POWR D 5Ya"X14" PSL 10" POURED \ / ,1 I I I � 330 WE3T39TH STREET.SURE 1000 TEL (2121 e952903 N GR6T WALL CONCRETE WALL NEWYORK,NEN YORK 10018 FAX(1I5)6321736 284 Otl'� C —III—III—III III— — _ 2X4 016"OC - III= III III III III—III—III www.klnllnrutherturd.com s°X9Y2” TJI 0210 WALL FRAMING li _ WAALL FRAMING I I — —III=III—III—III—III— 016" O.C. II i II I I III IIII III—III III III—III—III—I I II I I 11111—III=III—III=III III=III=III= a J � D, I — I I III III—III—III III—III I I II I a v i II � A431 I m o ` tl—tom I —III—III—III III 11= _ II II m II II II �r .III—I I I� I I III III III—III—IIII I a _ _ I—III III—III �N n —�__—I I I—II I I—I I—II I II I—III I—I I—I II IIII—II I_II I=I I I I_I I—II I I—I I—II I . . 1PII,'X24'l OURED � II II 12"X24" POUREG D T CONCRETE F OTIN OOT III—I I I—_II IIII— III- I I I- - III III I I III I I I I I I I I—III—III III—III—I I N IIII—III III—III=III III—III—III— ' 4" POURED CONCRETE SLAB I I III I I — WALL SECTIONS — — ____ - � T.O. � � ELEV 9' 31 III � III. IIII H t I H FULL SCALE III=III III III=III— - _ O1 WALL SECTION A402 o —III—III III—III � • . +� _ _ I =III III III=III= _ PROJECT: IIB 111111-11111- 111 Hill Ij1IIl1IL-LmTIIIIII�l 11�lIIIIIIIIII�I I Ill 11IIII IIT III I I�IIIT I�IIIIIIIIl IIIIlIIII I IIIII�IIIIIIIIIIIIIIIII III—III III III—IIIII�IIIII I IIIII�IIIIIII�I B TO. RIDGE ELEV. 29'-3$" - - -- -- - - - - U J i y F y� 6❑ c4 rr a I 2X12 016.00 ° ROOF FRAMING B \ COLLAR \ TIE I I os A431 I _ 8N ._. . . .__ B.O. CEILING ELEV. 19'-0%a" I I I i I I I I 2X6 @16.00 WALL FRAMING _ z \ o w N W O m o J (3) 13/a''x9Yl' LVL z o_ O U -m n. 2X10 ®16•'OC m o o ROOF FRAMING m O r- 2&"X117/8" TJIUI210 CONNECT BEAM (2) 13/,"XW/A" LVL TO LVL 2X6 016.00 WALL ®16" O.C. WITH(2) B STEEL TROAPS FRAMING (2) 13/4"X11 36"LVL — ------ n n n n I I it I.1 it I.i Y I kSECOND FLOOR_ S.F. ELEV. I II II II II II ryE ' _CEILING_ _ u u u u , ' � ELEV. e'-3Ye" PERMITSEr 01.12.11 LI REVISION ISSUE DATE II II 1 2X6 01c" OC WALL SANGER HOUSE RENOVATION I 2X4 ®16"OC I WALL FRAMING .L-�� L I FISHERS ISIANq NEW YORK �o IT _ L1-II / \ SPED ARC ti, DO T �- T—i ? �nf", T_l -T--T--T -I ..�lk EXISTING FIRST FLOOR S.F. _ ..- _ I I - �� � - - �c-�. . _ -_ - ` OF�J'C • �� _ _ h it _______. W ELEV.-0'-0"— - - - - . . - - - . . - - _- - -_ - __ N1� I _ I III II II a I � IL I %I• I M�F- -- ---------- lr w 04 i I °o A431 a KINLIN RUTHERFURD ARCHITECTS, PLLC \ / 10'• POURED 5Yi•X14" PSL I I o 10" POURED--------------. CONCRETE WALL W CONCRETE WALL 339 WEST 36TH STREET,SUITE 1a96 TEL(212)6952988 N NEW YORK,NEW YORK 10016 FM:(77W 562P36 2X4 ®16°OC z 2X4 @16"OC III I II—I I I—III III—III ''ul', - — , N III— www.kinllnrutherfurd.com WALL FRAMING 2Y,6"X9Y2" TJI 0210 w WALL FRAMING @16" O.C. ° x o III—III III—III—III—III (— = A431 NOD li li N : a —III—III III III—III— n w z I 1. I _II 12••X24'• FOOTING _ III III-III III-III-III-III -III=III-III-III-III m � III-III-III III-III-III � - 1=1 I I I 11= — m illll II=11111 IIII�III1-II 9D bo < ll1111I11111I1I111 I11111I1111111 IIIIIIIIIII111IIIIIT �12"� SONOTUBE —12"X24" POURED o 12'•X24'• POURED .• III—III—III—III III—III .• III III III—III—III—III N \ CONCRETE a CONCRETE N III III 'I _-111— FOOTING o FOOTING —III IIII___ III—III III III-111—III-- -III-IIIIII-III I-III-III=III-III-III III III-III-111-III-III III-III l 111 11111 l 111 w I 0 4" POURED _111 1 A 1=III- 11 1-1 11 I I ! I_III II I 1 WALL SECTION WALL SECTIONS SLAB I NEW ELEV T.O. SLAB FULL SCALE =11 _ II N 1111111 ICI III I� a i=1 I IIII=1 I I _• - - ° ° — i 1-1 I I—I 11=1 I I_I 1 11 11=1 11=1 11 I 1 111=1 1 11Ii A403 1 = 1-1 1=1 1 X11 I. 1=1 1=1 1=1 1=1 1=1 -1 =1 ICI 1 11. 11 11 I_! -1 -1 1=1 111 11 LI 1=1 1=1 1=1 11 1= =1 11 11-I 1=1 1=1 1=1 11 1=1 1=1 -1 1=1 1-1 PROJECT: 118 II II I1=1 I�1 = -II 1=1I1=1 -1I -1 -111-1 I1-111=111111 1=1I I-III-1 I-1I -1 -1 -111=1 I1=111=1 -1I -1 -1 I1=1 I1=1 1=11 -111=1 I1=1I -1 -IIII -1 -1 -1I -1I -I U C4 y H U a 0 ° 0 —yA�} T.O. RIOGE_____ _ - _ _ .- _ - ___ __ . . -____- - __ _ .- _- _ - —_.__. __ __ ___ ELEV. 20-41^ _ _ _ _ - _ - Cj r LI 2X12 ®16"OC ROOF FRAMING 0 ❑❑ ❑ ❑ ❑❑ 5Ya"x16" PSL D O o a a = I 2X10 ®16"OC ROOF FRAMING 1� ❑ O 1:1 =E1 5 0 I -4 " 8 54%9X" PSL 0 0 0 T.O. ROOF - - - - - ELEV. 10'-2.. - _ - - - 2X6®T6"OC WALL FRAMING _II I � 98 2X6 X16"OC WALL _ ....m`\_ /..,..�,�... FRAMING I I , PERMIT SET 01.12.11 0 D o N O .N xEVisiory issue DATE � ❑ IVN I m /' o m ❑ O 0 ❑ °❑ SANGER HOUSE RENOVATION FISHERS ISTan9,NEW YORK EXISTING FIRST FLOOR S.F. ELEV. 0 0 I CJ C w D 0 ❑ \ _ ' I o F 0 = )1 '4" VL 4__________ 2) 1 / 'X9z OD T.O. LOWER FLOOR S.F. ( CONCRETE WALL _O CONCRERE WALL r __x a 6'X9 ®1B 0 WALL FRAM I IIIIIIIII III I ELEV. 3'-1 A" Z _ _ KINLIN RUTHERFURD ARCHITECTS, PLLC �I �nlmo O IIIIII IIII—III—III ( r 2X4 ®16"OC Z_ ._�_p 330 WEST 337H STREET,SUffE 1006 iEL' 212695Q9� WALL FRAMING - O ❑❑ NEW YORK,NEW YORN 100]8 FAX 775r 662-1736 00 ___ ❑ 01 II I—III—III —III- - = III=III—III ' • �� j1 m ? ❑ 0 0 ❑❑ A431 _• =III= =III=III= I-I II I II II I II—I I I I II IIII—I I I I I I=—I I I—IIIII I=—I II-1 I I I II--1 I I I I I=I II 1 ° � N a � o°o ❑� www.kinlinrutherrurd.com `° L--- 12"X24" POURED L " " POURED 0 CONCRETE CONCRETE I IIII III III—III FOOTING FOOTING I I—III❑III III—III—II _— I I—I I I❑ I I❑II=III❑ I I ° � =E1 —III—III—III—III—III—III m ❑ 4" POURED I III III III - -- III III—III L� � SLAB CONCRETE _ — III— III—III—III—I ❑III—III=1 I I=1 I I=1 I I—III—I ° 0 �❑ ° ° I I1 I I=1 I =1 I I1 I I=1 1I— III=_F III—_hI I—_ III—III—F_I - _ —III I—III _ FI ELEV.T09 V__ - - —{_� —III III=III III d. � it I I I�I I 1=III❑ I I=III w — — —III—III _ _ — — _ _ _ _ _ —_ _ _ _ — —III III❑ — 01 WALL SECTION WALL SECTIONS � III=IIII III=III=III �of !�=III=III❑ 11=1 I I=111=IIIIII111IIIIII1 I I=1 I I1 11IIIIII1 11=III=1 I I=III IIII I I1 I I1 11 III III=L= =—— ! III=IIII�II I � ___—III❑ I I=III❑ I I=III❑ I I III III=III=1 I I=III=III❑ I I=1 I I❑ I I III❑ j I=III=III=III III III=III=III=III❑ I I III❑ I I❑ I I III❑ I I III=I I ICI I I III=III—III=�❑II❑II I III- - FULL SCALE TII, , ,III—III, III III III ,III❑ II—III, ,III, , ,I I, , ,III III, III—II ❑ II III, , ,III III III—III, , ,III IIII ,—,III III III, III—III II I, , ,—, , , , , ,—, , ,—, —, B A404 PROJECT: 118 � g .3 a a F U u �9 w T.O. RIDGE_ ELEV. 20'-41"' N 2X12 ®16 OC ROOF FRAMING 2X10 @16"OC ROOF FRAMING 2X6 ®16"OC WALL FRAMING 5Y."AC' PSL 1 -48 5Yi"x11Ti§" PSL ROE T.O. ROOF 2X6 ®16"OC -- WALL FRAMING _ _ I r 0 0 �° -IF b 1177 O) rn LIF -_--_ O O i_ _=r --- PERMITSET 01.12.11 2X6 ®16"OC WALL--,,", °old o J o f— m°o gEVlslory ISSUE DATE FRAMING t - --- - - I -- -- - -- - - -- - -- -- — — ----- - - — - E RENOVATION ELEV. O•-O„- - - - - - --- - - ------ - SANGER HOUS EXISTING FIRST FLOOR S.F. \ FISHEg51SlANN,NEW YORK 4j H I I �Iml - I-----_-_- F___-__-__ 10” POURED I CONCRETE - _- ____ - -- __ WALL ---__ - � ELEVLOWER'�LOOR S.F. :� 21is"Xl l%" TJ10210 ®16" O.C. NNa I I� I / - - - - - 2X4 016"OC WALL FRAMING 1111 ILL 12" POURED CONCRETE WALL I � III III III—III— 1.'�,J 4" STEEL COLUMN POURED CONCRETE CONCRETE FOOTING _=_=IIII 11=1 11=11 —III�I 11L1 • _� .' �,� �' �=l irt��I I I I I I I I I I I I I I I I I IIII III—III—III—III —III— - — 02 m 12"X24" POURED III—III =III—III—III— III—III A431 CRAWL SPACE CONCRETE I VIII 1 111 III T 12" POURED FOOTING I -k —III=III=III—III—III=III TI°I11= —III =III=III=11 CONCRETE WALL III—III— —III—III—III=� III—III ` BEYOND r` 4" POURED I IIII-- F—III=III=III— KINLIN RUTHERFURD ARCHITECTS, PLLC 11 =i II IIV _—III-- — 1 I— III=1 —IIII POURED CONCRETE SLAB I III—III—III 330 WEST 38TH STREET,SUITE 1006 TEL 1212)6s52sa6 — — CONCRETE _�— NEW YORK NEW YORK 10018 FU(.Il]5)6821T36 11(IIII=I I =1 I I=III—III=III III a IIII I I—III—III—I I www.kinlinrutherfurd.com rk NEW { I 3 FOOTING ELEV.T-09'S bB = = — —III 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-� a • ' 3 .I' ` ' IIII I II 11=1 I d=1 —I 1=1 I _ _ _ - III=III=III=III=III=III=III III=III III III—III=III= — III III=III=III—III=III=III III=III=III=III=III=III III=III=III=III=III=�— -III=III—III=11 IIII IIII—III III III III—III -_ _ _' I I1 III—III = _ _ _ _ _ _ _ _ _ _ _ = I = I II I1=111=111=1I I-111=111=111=111=111=1I I-111=111=111=111=111=1I I-111=1I I—I I1=111=1I I III—I I1=111=111=1k1-111=111=111= _ _ — _! _ _ I -1 — --H �=111=1 I I—I 11=1 11=1 1 11 11=1 11=1 1 11 11=1 11=1 1 11 11=1 11=1 11=1 1 11 I I—III—III—III III III—III—III III III III—III—III—III III III III—III—III—III III III III III—�1�-N I---�I-�=1 I� -I•I I I _ _ _ II—III—III—III II III—III =III-III111 =1I 1 III=111 1=III=III= =1 1 1=III III=III III1 =1 1=IIII 1 III III=III =III III III III III=III=1 1 1 III III III III=1 =1 I-III=III IIII 1 1=III=III=1 1 III-III-III-III=1 1 1=III-III-III_ a x g [V N L� 01 WALL SECTION WALL SECTIONS w 1/2•eP_R. FULL SCALE A405 PROJECT: 118 T.O. RIDGE ELEV. 2e'-3)�' 2X12 016"OC ROOF FRAMING T.O. RIDGE - a ELEV. 6 F W _ _ F CO V C 7 5 F a V 0 ry _ T.O. RIDGE - -- � ELEV. 20'_4 " - - - -- - - - -- - - I 2X10 016°OC ROOF FRAMING ELEV. G S - - - - - - - - N' k' yy ! M �" I k - _ ICJ- - - -I`' ''y' - 1'-_ r' - �y - Y„- - „ 1 ,. E%ISTNG SECOND FLOOR S.F__ _ _ _ � }-___ 1 � I'� I EX,,LS¶NG�o CEIUNC - -yW- „V - yN- "W - ''� - --P�- - I 5Ya'"x16" PSL ELEV. ]'-17$4” - - - - _ -,I° N,� INK - PERMIT SET 01.12.1', REVISION 153UE GATE 1 O O SANGER HOUSE RENOVATIO j 2116"X 117/8" TJI®210 016" O.C. FISHERS ISLAND,NEW YORK �%11a uluv � II n I �Ep ARCH I o - - - -- -- - - - - --- - K I�W1 6I 21;5"X9Y2" TJI@ 210 j 5 OD 016" O.C. 7_7Qs"X9 TJ m 210 5„CIO C._o�G` �O 016" O.C. 4 EXISTING FIRST FLOOR 5 F OF 00 / \ I I 5Ya"X14" PSL m EXISTING T.O. DECK - __ -- - -- ELEV. -Y-s' - (2) 13'4"X9Y2"LVL KINLIN RUTHERFURD ARCHITECTS, PLL � - W CIO] O 330 WEST 38lH STREET,SURF 1006 TEL 1212)695.291 h I j W NEW YORK.NEW YORK 190]B FAR 775)58211: x _ T.O. LOWER FLOOR S.F. _ _J____ __ — ._ _ - _ — __ _ .— — — —__Z _ — __ _ _— hEA .0 uftlOm www.kinllnrut ELEV -3'-1i" 0 WALL FRAMING o w _ o O5 I _ x w A431 I O a o z u�mo 2Jis'X11�/B" TJI® 210 016" O.C. Of w Am OR I 02 L - - 03 bO N k A431 / z ” \ __POURED A431 Wo EXISTING T.O. SLAB - - -- --- - - - - - - - � - __ _ ___— - - �_—___ -. __ • --- - - -_ __ - - - - - - - _____- - __ ___ _ _ _ __ - - _ _ . - CONCRETE w ELEV. -6'-11}" o I CRAWL SPACE FOOTING 4" POURED ( 0 WALL SECTIONS Of t o I CONCRETE SLAB I I o o NEW T.O. SLAB - FULL SCALE E ELEV. -9-3b" A406 \ / \ / 01 WALL SECTION PROJECT: 118 2X12 016"OC ROOF FRAMING 2X12 016"OC ROOF FRAMING T -- 2X4 016"OC WALL FRAMING I (2) 1Y4"X117/8"LVL 5y4"x16" PSL� - - - - - - 2W'X117/8" TJI®210 016" O.C. 2&"X9h" TJI® 210 016" O.C. %"X14" PSL� ~ — — — — — _ w O s z �nl�mo J o m F a I = o I m � 2Y8"X117,6" TJI®210 016" O.C. 2X4 016"OC WALL FRAMING i 77 I I m L-1 I Ll I Ell EXISTING FLOOR FRAMING EXISTING FOUNDATION WALLS, SLAB AND FOOTINGS L` -- — EXISTING DECK TO REMAIN ¢ I I I O \ — / 01 WALL SECTION PERMIT SET 01.12.1: REVISION ISSUE )AI SANGER HOUSE RENOVATIO FISHERS SUND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PILLI 330 WEST 38TH STREET,SUITE 3906 TEL'1212)fi9S29f NEW YORK,NEW YORK 10018 I'm '75)59217; www.kinlinrutherfurd.com WALL SECTIONS FULL SCALE A407 PROJECT: 118 V ,-1 J CL rn F V W F V Q {�cyy W a a a 0 v N N rn w �a 0 02 of 3'-6" 6 L - 19 in n 6 10 5 4 I t2 3 13 — — 2 14 - - rg 15 U L 3,_04„ Aa� f� Aa1 n� 05 STAIR PLAN - SECOND FLOOR /2'=r-0' 0 A STAIR PLAN - FIRST FLOOR `-F 1/2'=1'-0' J D s a 03 STAIR PLAN - BASEMENT 1/2'=1'-0' U ¢ W O_ !n ¢ W r 02 STAIR SECTION /2'=P-O' 01 STAIR SECTION 1/2.=I,-0' PERMITSET 01.12.1', REVISION ISSUE DATE SANGER HOUSE RENOVATIO FISHERS ISL9ND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PILL 330 WEST SETH STREET,SUITE 1005 TEL:12121695291 NEW YORK,NEW YORK 10019 FAR 1775)582N1 www.kinlinrutherfurd.com STAIR DETAILS FULL SCALE PROJECT: 118 A411 V ,-1 a m h U O �a H r4 0 N C i( N [nN]' rvi y w 0 02 STAIR PLAN - FIRST FLOOR 1/z'=1'-0' �IOJ O I NJ nix 03 I ro 3•_103•• 3'-58"8 Dz 4t 1 2 3 4 _ETI TI 1 8II 97 1011 11 11 11 oz 413 01 STAIR PLAN - BASEMENT PERMIT SET 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION FISHERS ISIANO NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST SETH STREET,SUITE 1006 TEL 121216952906 NEW YORK,NEW YORK 10016 TAX.7151582.1736 www.kinlinrutherfurd.00m STAIR DETAILS FULL SCALE PROJECT: 118 A412 02 STAIR SECTION /2._p-0. U Q w r ii N 0! W U1 A fSNN 01 STAIR SECTION r/2-4-0- PERMITSEf 01.12.1. REVISION ISSUE DATE SANGER HOUSE RENOVATIO FISHI S1ANO,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLL 330 WEST 39TH STREEL SURE 10D6 TEL (2ll)695 291 NEW YORK,NEW YORK MO]H FM.(775)562 17: www.kinlinrutherfurd.com STAIR DETAILS FULL SCALE 1g'.UIW OIii -] A413 � I DC N H � I o � 7n rulnnnlC WN LAW IJ 41 o� 01 FIREPLACE ELEVATION (/2•=P-o' PERMIT SET 01.12.1 REVISION ISSUE DATE SANGER HOUSE RENOVATIC FI3HERSISL ND,NEWYORK KINLIN RUTHERFURD ARCHITECTS, PLL 330 WEST 38TH STREET,SUITE 3006 TEL (M] 695291 NEWYORK,NEWYORK 10018 FM T75 582ll'. www.kinlirrutherfurd.com FIREPLACE DETAILS FULL SCALE A421 PROJECT: 118 N m iC N N w 0 LINING CLAY FLUE 1' ■ CMU 1- STONE VENEER 04 FIREPLACE PLAN t/2'=t'-D' 01 Ah22 STONE VENEER 03 FIREPLACE PLAN 1/2'=1'-0• STONE VENEER 01 A42 —__ T.O. CHIMNEY ELEV. 24'-7j" 04 42 T.O. RIDGE ELEV. 20'-4j" — STONE CHIMNEY TERMINATION STONE VENEER 4" (MINIMUM) FLASHING 2' NONMETALLIC, NONCOMBUSTIBLE FILL STONE VENEER 4" CMU 1" FIRE CLAY 13" X 13" FLUE LINER CLAY FLUE 13"X13" LINING 1" AIRSPACE T.O. ROOF STONE VENEER CMU 03 STRUCTURAL Ah2 SUPPORT FOR FLUE CLAY LINER SMOKE CHAMBER DAMPER 02 FIREPLACE PLAN /2'=r-0' STONE VENEER AIR INTAKE FIRE BRICK 1" SPACE FILLED W/ NONCOMBUSTIBLE INSULATION CMU STONE VENEER 02 A422 EXISTING FIRST FLOOR S.F. -- ELEV. 0'-0' n • 4 STONE VENEER A I 01 FIREPLACE SECTION (/2•=t'-o' T.O. LOWER FLOOR_S.F. ELEV. �" NEW T.O. SLAB ELEV —9'-31"" WOOD MANTLE FIRE BRICK AIR INTAKE MASONRY FIREPLACE WITH RUMFORD r STONE HEARTH PERMITSET 0112.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION FISHERS ISWNO,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 3M STREET,SUITE 1006 TEL.(212)6952983 NEW YORK.NEW YORK TOM FM.(775)5821139 www.kinlinrutherfurd.com FIREPLACE DETAILS FULL SCALE A422 PROJECT: 118 U a "7 W F v 0 N 0 n N rn V 0 I 07 MAIN ROOF RAFTER BIRD'S MOUTH CUT -1/2' - V-D' v° ASPHALT SHINGLES ICE & WATER SHIELD CONTINUOUS AT EDGE 30# BUILDING FELT 3/a" EXTERIOR GRADE PLYWOOD 2X12 RAFTER 2X12 COLLAR TIE/CEILING JOIST R-38 BATT INSULATION 2X BLOCKING SIMPSON H10 OR H2.5A (2) 2X6 TOP PLATE TO. TOP WALL PLATE _ _ N ELEV. +16-1Y I%" GWB ONTINUOUS VENTING GRILLE (1) 2X 34" WOOD TRIM WINDOW CASING r CEDAR SHINGLES iF a 10V/B AIR & VAPOR BARRIER 3/4' EXTERIOR GRADE PLYWOOD 2X6 FRAMING W/ R-21 BATT =1� INSULATION (3) 2X6 HEADER 3/:' WINDOW CASING Y2" INSULATION MARVIN DOUBLE HUNG WINDOW CORNERBOARD BEYOND 1"X TRIM 2" STONE _ a7 a ° 4 MARVIN WINDOW 1" WINDOW SILL 1" WINDOW APRON CEDAR SHINGLE AIR & VAPOR BARRIER 8 3/y" EXTERIOR GRADE PLYWOOD 2X6 FRAMING R-21 BATT INSULATION " GWB 2X6 BOTTOM PLATE MARVIN WINDOW 3Y4" STRIP OAK FLOORING WINDOW SILL 3/4" SUBFLOORING AIR & VAPOR BARRIER s 3f" EXTERIOR GRADE PLYWOOD 2X6 FRAMING R-21 BATT INSULATION 2XGWB 2X6 BOTTOM PLATE 5/8" ANCHOR BOLT 0 48" O.C. -- - W/ 5" EMBEDMENT - 3YA" STRIP OAK FLOORING 2116"XIDY2" TJI®210 016" O.C. ,` a 3/a" SUBFLOORING BEYOND 2Y,6"X11%" TJI®210 016" O.C. a 2" RIGID INSULATION R-30 BATT INSULATION ' TO LOWER FOUNDATION WALL _ (2) 13/4" X 9Y2" LVL ° ELEV -3'-3Y2 ° 2X10 PT SILL PLATE 5/8" ANCHOR BOLT ° 0 48" O.C. W/ 5" EMBEDMENT #5 REBAR ` F #5 VERTICAL REBAR f O SHELF _ 24" O.C. (TYP.) _____________ h ELEV T 4'-3 3" FROM INT. FACE (TYP.) L ° 11 R-30 BATT INSULATION 10" POURED CONCRETE FOUNDATION WALL (1) 13'4" X 117/6" LVL 2" STONE VENEER 2X6 PT SILL PLATE 2X4 FRAMING ° 4" 5/8" ANCHOR BOLT 0 48" O.C. R-21 BATT INSULATION a W/ 5" EMBEDMENT 3'e° GWB #5 REBAR 2" RIGID INSULATION TO FOOTING OVER LIQUID #5 VERTICAL REBAR APPLIED WATERPROOFING ° 1, O.C. (TYP.) 3 3" FROM INT. FACE (TYP.) 12" POURED CONCRETE 10" 2" FOUNDATION WALL 05 FOUNDATION WALL DETAIL AT SUNROOM 0 EAVE DETAIL AT MAIN ROOF (TYPICAL) #5 VERTICAL REBAR ,-L/2'= r-D' 24" O.C. (TYP.) 2' 3" FROM INT. FACE (TYP.) 12" POURED CONCRETE FOUNDATION WALL _- c Y2" EXPANSION JOINT ° o WATER PROOFING MEMBRANE _ 2" RIGID INSULATION " 4" POURED Y2" EXPANSION JOINT #5 REBAR CONCRETE SLAB 4" POURED 6x6-W2.9XW2.9 - e "° CONCRETE SLAB W.W. MESH SLOPE TOP OF FOOTING 2'-2"Xi'-O" POURED 4" STEEL COLUMN MID-DEPTH WITH MORTAR CONCRETE FOOTING 2'-0"X1'-O" POURED , COLUMN BASE GRAVEL ° N 6x6-W2.9XW2.9 CONCRETE FOOTING UNDER LALLY COLUMNS W.W. MESH 6x6-W2.9XW2.9 4" POURED 2 ROWS OF (5)#5 REBAR #5 FOOTING DOWEL EA. MID-DEPTH W.W. MESH CONCRETE SLAB CROSSED 90' AT 3" VERT. W/ 24" LAP MID-DEPTH FROM BOTTOM OF FOOTING VAPOR BARRIER ALTERNATE HOOKS K^ VAPOR BARRIER VAPOR BARRIER 4" DRAIN PIPE Q ° o ° � Q Q I�° 4 d' E l4 4 44 a n " °a 0 0 2" RIGID a ° ° a ° ° ° INSULATION ° ° 6" COMPACTED TYP. 3" L2" RIGID INSULATION 2" RIGID GRAVEL VARIES TYP. 6" COMPACTED GRAVEL INSULATION 2'-2" #5 REBAR TYP. ALL 6" COMPACTED GRAVEL AROUND CONTINUOUS #5 REBAR TYP. ALL AROUND CONTINUOUS 03 FOOTING DETAIL AT COLUMNS -1/2- - r-D• 02 FOOTING DETAIL AT SUNROOM -1/2'- r-0• a 3'4" WINDOW SILL 1" WINDOW APRON ELEV 0'-0" (1939' ABOVE SEA LEVEL) 1"X TRIM CONTINUOUS FLASHING ELEV. -11 04 FOUNDATION WALL DETAIL TYPICAL 1-1/2• - r-D' a d ` � w ° a 3" #5 VERTICAL REBAR 24" O.C. (TYP.) 3" FROM INT. FACE (TYP.) 10" POURED CONCRETE FOUNDATION WALL WATER PROOFING MEMBRANE 2" RIGID INSULATION #5 REBAR SLOPE TOP OF FOOTING WITH MORTAR GRAVEL #5 FOOTING DOWEL EA. VERT. W/ 24" LAP ALTERNATE HOOKS 4" DRAIN PIPE 01 FOOTING DETAIL TYPICAL 1-1/2'= r-c' PERMIT SET 01.12.1 REVISION ISSUE DATE SANGER HOUSE RENOVATIO FISHERS ISLAND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLU 330WEST36TH 5TREET,SUITE 1000 TEL 12121695,29E NEWYORK,NEWYORK SDD16 TV (775)5821TF www.kinlinrutherFurd.com CONSTRUCTION DETAIL: FULL SCALE A-431 PROJECT; 118 WINDOW SCHEDULE - FIRST FLOOR FIRST FLOOR Rough Opening Size Jamb Depth Casing Type Divided Lite Screen Hardware Exterior Cladding REMARKS Window # Room # Rm Name Type Manufact. Product # Description Width Height 101 SUNROOM C MARVIN CUSTOM CUSTOM CUDHTR 3'-6-13/16" 1'-01/16 7/8"SOL WHITE WHITE CLAD 102 SUNROOM C MARVIN CUSTOM CUSTOM CUDHTR 3'-6-13/16" 1'-01/16" 7/8"SDL WHITE WHITE CLAD 103 SUNROOM C MARVIN CUSTOM CUSTOM CUDHTR 3-6-13/16" 1'-01/ie" 7/8"SDL WHITE WHITE CLAD 104 SUNROOM D MARVIN CUSTOM CUSTOM CUDHTR 3-0" 1'-01/ie" 7/8"SOL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 7/8"SOL Y WHITE WHITE CLAD 105 SUNROOM D MARVIN CUSTOM CUSTOM CUDHTR 3'-0" 1'-01/i8 7/8"SOL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-0" 6'-8�/e" 7/8"SOL Y WHITE WHITE CLAD 106 SUNROOM D MARVIN CUSTOM CUSTOM CUDHTR 3'-0" 1'-01✓s° 7/81P SOL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3-0" 6'8'/8" 7/81P SOL Y WHITE WHITE CLAD 107 SUNROOM D MARVIN CUSTOM CUSTOM CUDHTR 3'-0" 1'-01 ° 7/8"SOL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-0" 6'-BY." 7/8"SOL Y WHITE WHITECLAD 108 SUNROOM E MARVIN CUSTOM CUSTOM CUDHTR 3'-2%' 1'-01/is" 7/811 SOL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-2%" 6-87%" 7/8"SOL Y WHITE WHITE CLAD 109 SUNROOM E MARVIN CUSTOM CUSTOM CUDHTR 3'-23/8' 1'-01/ie" 7/8"SOL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-2%" 6'-BY," 7/8"SOL Y WHITE WHITE CLAD 110 SUNROOM E MARVIN CUSTOM CUSTOM CUDHTR 3'-2%" 1'-01/ie" 7/8"SDL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-23%" 68T%` 7/8"SDL Y WHITE WHITE CLAD 111 SUNROOM E MARVIN CUSTOM CUSTOM CUDHTR 3'-23/6" 1'-01/16" 7/8-P SOL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-23/" 6'8T/s' 7/8"SOL Y WHITE WHITE CLAD 112 SUNROOM E MARVIN CUSTOM CUSTOM CUDHTR 3'-23/3" 1'-01/16" 7/8"SOL WHITE WHITECLAD CUSTOM CUSTOM CUDH 3'-2%'p 6'-8'/e" 7/8"SOL Y WHITE WHITE CLAD 113 SUNROOM F MARVIN CUSTOM CUSTOM CUDHTR 3'-3%" 1'-0°/16" 7/8"SOL WHITE WHITE CLAD CUSTOM CUSTOM CUDH 3'-33/9" 6-87%" 7/8"SDL Y WHITE WHITE CLAD 114 LIVING ROOM G MARVIN CUSTOM CUSTOM CUDHTR 2'-103%" 1'-41/4" 7/8"SOL WHITE WHITE CLAD CUDH3232 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 6'-07/e" 7/8"SOL Y WHITE WHITE CLAD 115 LIVING ROOM G MARVIN CUSTOM CUSTOM CUDHTR 2'-103/9" 1'-41/4" 7/8"SOL WHITE WHITE CLAD CUDH3232 CLAD ULTIMATE DOUBLE HUNG 2'-103/6" 6'-0'/a' 7/8"SOL Y WHITE WHITE CLAD 116 LIVING ROOM G MARVIN CUSTOM CUSTOM CUDHTR 2'-10%" 1'-41/4" 7/8"SOL WHITE WHITE CLAD CUDH3232 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 6'-OT/a' 7/8"SOL Y WHITE WHITE CLAD 117 LIVING ROOM G MARVIN CUSTOM CUSTOM CUDHTR 2'-10%" 1'-41/4" 7/8"SOL HITE CLAD CUDH3232 CLAD ULTIMATE DOUBLE HUNG 2'-103/8' 6'-0�/e'� 71W SOL Y ITE CLAD 118 LIVING ROOM G MARVIN CUSTOM CUSTOM CUDHTR 2'-103/8' 1-4°/y" 7/8"SDL HITE CLAD CUDH3232 CLAD ULTIMATE DOUBLE HUNG 2'-103%" 6'-01/e" 71W SDL Y HITE CLAD 119 DINING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-103%" 6'-07/e" 7/8"SDL Y tWi HITE CLAD 120 DINING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-103%" 6'-0T/" 7/8"SDL Y HITE CLAD 121 DINING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-10%9" 6'-07/e" 7/8"SDL Y HITE CLAD 122 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 6'-07/e 7/8"SDL Y HITE CLAD 123 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 6'-07/e" 7/8"SDL Y HITE CLAD 124 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-103/x" 6'-07/a" 7/8"SOL Y WHITE WHITE CLAD 125 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 6'-07/9" 7/8"SOL Y WHITE WHITE CLAD 126 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-103/e" 6-07/e" 7/8"SOL Y WHITE WHITE CLAD 127 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2-103/6" 6'-07/8' 7/8"SOL Y WHITE WHITE CLAD 128 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 6'-07%` 7/8"SOL Y WHITE WHITE CLAD 129 SITTING ROOM H MARVIN CUDH2832 CLAD ULTIMATE DOUBLE HUNG 2'-103/8" 6'-0%9" 7/8"SDL Y WHITE WHITE CLAD 130 SITTING ROOM I MARVIN CUDH2816 CLAD ULTIMATE DOUBLE HUNG 2'-10%6" 3'-47/e" 7/8"SDL Y WHITE WHITE CLAD 131 SIDE ENTRY J MARVIN CUDH2O14 CLAD ULTIMATE DOUBLE HUNG 2'-23/s° 3'-07/8' 7/8"SDL Y WHITE WHITE CLAD 132 KITCHEN I MARVIN CUDH2816 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 3'-47,'p 7/811 SOL Y WHITE WHITE CLAD 133 KITCHEN I MARVIN CUDH2816 CLAD ULTIMATE DOUBLE HUNG 2'-103/9" 3'-43''' 7/8"SOL Y WHITE WHITE CLAD 134 KITCHEN I MARVIN CUDH2816 CLAD ULTIMATE DOUBLE HUNG 2'-103/e, 3'-47/8' 7/8"SOL Y WHITE WHITE CLAD 135 POWDER ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-103/8' 4'-07/8' 7/8"SOL Y WHITE WHITE CLAD 136 LIVING ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 5'-07/e. 7/8"SOL Y WHITE WHITE CLAD 137 LIVING ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 5'-0T/e, 7/8"SOL Y WHITE WHITE CLAD 138 LIVING ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-103/ep 5'-07/8' 7/8"SOL Y WHITE WHITE CLAD 139 LIVING ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-103/x' 5'-07/e" 7/8"SOL Y WHITE WHITE CLAD 140 LIVING ROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2'-1033/8' 5'-07/9" 7/8"SDL Y WHITE WHITE CLAD 141 STAIR K MARVIN CUDH2834 CLAD ULTIMATE DOUBLE HUNG 2'-10%" 6'-47/8' 7/8"SOL Y WHITE WHITE CLAD 142 STAIR K MARVIN CUDH2834 CLAD ULTIMATE DOUBLE HUNG 2'-103/8' 6'-4%" 718"SOL Y WHITE WHITE CLAD 143 STAIR L MARVIN CCM3232 CLAD CASEMENT 2'-9" 2'-76/9" 7/8"SOL Y WHITE WHITE CLAD 144 STAIR K MARVIN CUDH2834 CLAD ULTIMATE DOUBLE HUNG 2'-103/e" 6'-47/8' 7/8"SDL Y WHITE WHITE CLAD NOTES: 1. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. a x N N w rv] F W a 0 01 WINDOW SCHEDULE PERMIT SET 01.12.1: REVISION ISSUE DATE SANGER HOUSE RENOVATIO FISHERS ISUND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLI 330 WEST 38TH 3TREEF,SURE 1006 TEL (212)695-29E NEW YORK,NEW YORK 10015 FAX (775)58217-E www.kinlinrutherfurd.com WINDOW SCHEDULE FULL SCALE PROJECT: 118 A-501 N N W w E9 a 0 3'-6137." RO O CUSTOM TRANSOM (H) SDL 7/3" WITH SPACER 101, 102, 103 p O D! 1 I WINDOW SCHEDULE - SECOND FLOOR SECOND FLOOR O I Rough Opening Size Jamb Depth Casing Type Divided light Screen Hardware Exterior Cladding REMARKS Window # Room # Rm Name Type Manufact. Product # Description Width Height 201 213 MASTER BEDROOM B MARVIN CUDH3226 CLAD ULTIMATE DOUBLE HUNG 3'-23/3" 5'-07%" 7/8"SDL Y WHITE WHITE CLAD EGRESS WINDOW 202 MASTER BEDROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-10%' 5'-O 7/8" 7/8"SDL Y WHITE WHITE CLAD 203 MASTER BEDROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103/3" 5'-0 7/8" 7/8"SOL Y WHITE WHITE CLAD 204 MASTER BEDROOM A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103/x° 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 205 MASTER CLOSET A MARVIN I CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103/3" 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 206 BEDROOM 2 A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103/3" 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 207 BEDROOM 2 A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103/,' 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 208 BEDROOM 2 B MARVIN CUDH3226 CLAD ULTIMATE DOUBLE HUNG 3'-23%" 5'-0'/3" 7/8"SDL Y WHITE WHITE CLAD EGRESS WINDOW 209 BEDROOM 3 B MARVIN CUDH3226 CLAD ULTIMATE DOUBLE HUNG 3'-2%" 5'-07/3" 7/8"SDL Y WHITE WHITE CLAD EGRESS WINDOW 210 BEDROOM 3 A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103%" 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 211 BEDROOM 3 A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103/,' 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 212 BATH 2 A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103/," 5'-0 7/8" 7/8"SDL Y WHITE WHITE CLAD 213 MASTER BATH A MARVIN CUDH2826 CLAD ULTIMATE DOUBLE HUNG 2-103/," 5'-07/8" 7/8"SDL Y WHITE WHITE CLAD 301 ATTIC J MARVIN CUDH2O14 CLAD ULTIMATE DOUBLE HUNG 2'-2%" 3'-0�/," 7/8"SDL Y WHITE WHITE CLAD 302 ATTIC J MARVIN CUDH2O14 CLAD ULTIMATE DOUBLE HUNG 2'-2%?' 3-03/," 7/8"SDL Y WHITE WHITE CLAD 0TH 1. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 3''�� O CUSTOM TRANSOM (H & W) CUSTOM WINDOW (W) SDL 7/3" WITH SPACER 104, 105, 106, 107 I 3'-23� 'I O I 7/3" WITH SPACER 119, O K c0 0 � i i i 1 122, i O 00 1 i i i 1 126, 127, 128, 129 202, 203, 204, 205, r m I io i 207, 210, 211, 212, O CUSTOM TRANSOM (H & W) CUSTOM WINDOW (W) SDL 7/3" WITH SPACER 104, 105, 106, 107 I 3'-23� 'I O CUSTOM TRANSOM (H) WINDOW CUDH3236 SDL 7/B" WITH SPACER 108, 109, 110, 111, 112 S-338" RO O I 7/3" WITH SPACER 119, O K c0 0 � i i i 1 122, O I . r To i i i i i 1 K 126, 127, 128, 129 202, 203, 204, 205, r m I io i 207, 210, 211, O CUSTOM TRANSOM (H) WINDOW CUDH3236 SDL 7/B" WITH SPACER 108, 109, 110, 111, 112 S-338" RO O CUSTOM TRANSOM (H & W) CUSTOM WINDOW (W) SDL %" WITH SPACER 113 Ill o o' i , 7/3" WITH SPACER 119, O K c0 0 � i i i 1 122, O K O) 0 0 I i i i i 1 K 126, 127, 128, 129 202, 203, 204, 205, r m I io i 207, 210, O CUSTOM TRANSOM (H & W) CUSTOM WINDOW (W) SDL %" WITH SPACER 113 Ill O CUSTOM TRANSOM (H) WINDOW CUDH2832 SDL 7/3" WITH SPACER 114, 115, 116 117, 118 2'-10'�� I I I 7/3" WITH SPACER 119, O K c0 0 � i i i 1 122, O K O) 0 0 I i 125, 126, 127, 128, 129 202, 203, 204, 205, 206, 207, 210, 211, 212, 213 O CUSTOM TRANSOM (H) WINDOW CUDH2832 SDL 7/3" WITH SPACER 114, 115, 116 117, 118 2'-10'�� I SDL 7/3" WITH SPACER 119, O K c0 0 � i i i 1 122, 123, 124, 125, 126, 127, 128, 129 202, 203, 204, CUDH2832 SDL 7/3" WITH SPACER 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129 2'-10Y8" RO O CUDH2816 SDL 7/3" WITH SPACER 130, 132, 133 134 O D! a I M 2'-238" RO A r O M O CUDH2O14 SDL 7/6" WITH SPACER 131, 301, 302 O CUDH2826 SDL %" WITH SPACER 135, 136, 137, 138, 139, 140, 202, 203, 204, 205, 206, 207, 210, 211, 212, 213 O 02 WINDOW SCHEDULE 3'-23'�� O CUDH3226 SDL 7/e" WITH SPACER 201, 208, 209, i i 0 o' 0 I .n 2f�� 0 O CUDH2834 SDL %" WITH SPACER 141, 142, 144 O CCM3232 SDL 7/a" WITH SPACER 143 01 WINDOW TYPES PERMITSET 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION FISHERS ISLAND,NEW YORK 330 WEST3RTHSTREE7,SURE 1006 TEL (212) 2988 NEW YORK,NEW YORK 100], FM (775)5821736 www.kinlinrutherfurd.com WINDOW SCHEDULE FULL SCALE PROJECT: 118 A-502 EG WINDOW SS O CUDH3226 SDL 7/e" WITH SPACER 201, 208, 209, i i 0 o' 0 I .n 2f�� 0 O CUDH2834 SDL %" WITH SPACER 141, 142, 144 O CCM3232 SDL 7/a" WITH SPACER 143 01 WINDOW TYPES PERMITSET 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION FISHERS ISLAND,NEW YORK 330 WEST3RTHSTREE7,SURE 1006 TEL (212) 2988 NEW YORK,NEW YORK 100], FM (775)5821736 www.kinlinrutherfurd.com WINDOW SCHEDULE FULL SCALE PROJECT: 118 A-502 U a a w r~ v �z 0 M N N H -1¢ 0 EXTERIOR DOOR SCHEDULE FIRST FLOOR Rough Opening Size Jamb Depth Casing Type Divided Lite Screen Hardware Exterior Cladding REMARKS Door# Room # Rm Name Type Manufact. Product # Description Width Height 101 SITTING ROOM A MARVIN CUIFD6068 XX R CLAD ULT. INSWING FRENCH DOOR 6'-1%9 6'-10Yz" 7/8"SDL Y WHITE CLAD 102 SIDE ENTRY a CUSTOM ENTRY DOOR 2'-9" 6'-10%` 103 FOYER C CUSTOM ENTRY DOOR SIDELITE 1'-8" 7'-2Y,' i CUSTOM ENTRY DOOR 3'-1" 7'-2Y2' CUSTOM ENTRY DOOR SIDELITE V-8" T-2Y2' 104 SUNROOM D MARVIN CUSTOM CUSTOM CUIFDTR fi'-16/a' p-0'/16' 7/8"SDL WHITE CLAD CUIFD4680 XOL CLAD ULT. INSWING FRENCH DOOR 4'-8Y16" 81-0" 7/8"SDL Y WHITE CLAD NOTES, 1. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 6'-15/8" RO O CUIFD6068 XX R SDL T/6" WITH SPACER 101 O K T io O CUSTOM ENTRY DOOR X 102 \ \ O i \ / O CUIFD6068 XX R SDL T/6" WITH SPACER 101 O K T io O CUSTOM ENTRY DOOR X 102 Or O CUSTOM ENTRY DOOR W/SIDELITES X 103 O 4'—B)/16" 02 EXTERIOR DOOR SCHEDULE RO O CUSTOM TRANSOM W/ RAILS AND STILES TO MATCH WINDOW TRANSOMS DOOR CUIFD4680 XOL SDL ?/6" WITH SPACER 104 01 EXTERIOR DOOR TYPES PERMIT SET 01.12.11 gEWSOry issuE 6nrE BANGER HOUSE RENOVATION nsN9gs iswno,NEW v6gq KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 39TH STREET,606E 1666 TEL I21269529PB NEW Y0gN,NEW Y0gN 10019 'Pt I]T3592ST36 www.k i n l i n ruthe rtu rd.c o m EXTERIOR DOOR SCHEDULE FULL SCALE PROJECT: 118 A-503 z''h RO \ \ O O CUSTOM ENTRY DOOR W/SIDELITES X 103 O 4'—B)/16" 02 EXTERIOR DOOR SCHEDULE RO O CUSTOM TRANSOM W/ RAILS AND STILES TO MATCH WINDOW TRANSOMS DOOR CUIFD4680 XOL SDL ?/6" WITH SPACER 104 01 EXTERIOR DOOR TYPES PERMIT SET 01.12.11 gEWSOry issuE 6nrE BANGER HOUSE RENOVATION nsN9gs iswno,NEW v6gq KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 39TH STREET,606E 1666 TEL I21269529PB NEW Y0gN,NEW Y0gN 10019 'Pt I]T3592ST36 www.k i n l i n ruthe rtu rd.c o m EXTERIOR DOOR SCHEDULE FULL SCALE PROJECT: 118 A-503 z''h RO SANGER HOUSE RENOVATION - FISHERS ISLAND TABLE R301.2(1) CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA DESIGNED TO MEET ALL OF THE Ground Snow Load Wind Speed (MPH) Seismic Design Category SUBJECT TO DAMAGE FROM Winter Design Temp Iceshield Underlay Required? Flood Hazard Weathering Frost Line Depth Termite Decay 45 120 B Severe 36" Moderate to Heavy Sligrrtto Moderate 11B Yes N/A 06 DESIGN CRITERIA CODE ANALYSIS: USE/OCUPANCY: R3 (3 BEDROOM, SINGLE FAMILY) RIDGE, 29'-3VZ" TYPE OF CONSTRUCTION: TYPE 5 DESIGN CRITERIA: PRESCRIPTIVE FRAMING MATERIAL: DOUGLAS FIR #2 THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. BLOCKING TO RAFTER (TOE-NAILED) SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. LATERAL FRAMING AND SHEAR CONNECTIONS: 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, UPLIFT CONNECTIONS: 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. 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. RAFTER/TOP PLATE CONNECTORS: SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2,5A CLIPS SHALL BE INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. RIDGE STRAPS: RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. OVERTURNING RESISTANCE: SHEARWALL HOEDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. SPECIFIC HARDWARE IS SHOWN IN DRAWINGS A601/01 AND A602/01. HOEDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED FASTENERS TO EACH POST. BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS ® 6" O.C. MIN. U.O.N. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. 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 WITH COUPLER NUT AND THREADED ROD AS REQUIRED. ROOF SHEATHING: IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, BD COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, BD COMMON NAILS SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 OF THE W.F.C.M. WALL SHEATHING: SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2,144" LONG MIN. WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS, SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. FLOOR JOIST BRIDGING: BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. FLOOR DIAPHRAGM BRACING: BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. WOOD STUDS: ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. TOP PLATES: DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. GENERAL NOTES: 1. SILL ANCHOR BOLTS SHALL BE %" DIA. L BOLTS WITH 5" CONCRETE EMBEDMENT, PLACED AT 48" O.C. MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THAN 12" FROM THE ENDS OF WALLS AND SILL PLATES. 12" DIMENSION FOR END SILL ANCHOR BOLTS CAN BE MEASURED FROM SHEAR WALL HOLDOWN ANCHORS. 2. SILL ANCHOR BOLTS SHALL BE CENTERED ON SILL PLATE AND SHALL BE INSTALLED W/ 2" CONCRETE COVER MIN. 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONG-TIE AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS. 4. INSTALL VERTICAL BLOCKING TIGHT BETWEEN RAFTERS AT SUPPORTING WALLS FOR STABILITY AND SHEAR TRANSFER, TOE NAIL TO WALL TOP PLATE WITH 3" x 0.131" FRAMING NAILS ® 3" O.C. MAX. WITH (3) NAILS MINIMUM EACH BLOCK. 5. DOUBLE WALL PLATE PLY JOINTS SHALL BE LAPPED 24" AND NAILED TOGETHER WITH TWO ROWS OF 16D COMMON NAILS ® 3" O.C. MAX. 6. DIMENSIONAL LUMBER SHALL BE SPF NO 2 OR BETTER, UNLESS OTHERWISE NOTED. 7. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI 28 DAY COMPRESSIVE STRENGTH AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER 05 CODE ANALYSIS HOLDOWNS INSTALLATION NOTES: 1. ALL HOLDOWNS USE Ting" STUD MACHINE BOLTS (FICUB) AND STEEL NYLON LOCKING NUTS. 2. ALL ANCHOR BOLTS ARE %" DIAMETER. 3. FRAMING AT INSTALLATION LOCATIONS WILL BE DOUBLED AND NAILED 3" O.C. 4. MACHINE BOLTS MUST HAVE 3" OF BEARING IN VERTICAL MEMBERS. 5. BOLT HOLES SHALL BE A MINIMUM OF Y32" TO A MAXIMUM OF R6" LARGER THAN THE BOLT DIAMETER (PER 1997 NDS, SECTION 8.1.2.1). 6. STANDARD WASHERS ARE REQUIRED ON STUD BOLTS AGAINST WOOD. NO WASHER IS REQUIRED ON LOAD TRANSFER PLATE OF HOLDOWN. 7. HOLDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO HOLDOWNS OCCUR. 8. WHERE TWO HOLDOWNS ARE INSTALLED ON THE SAME MEMBER, ONE HOLDOWN WILL BE INSTALLED FLUSH WITH BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE FIRST HOLDOWN. 9. ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS J TO Ys TURN WITH A WRENCH, WITH CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE, CARE SHOULD BE TAKEN NOT TO OVER-TORQUE THE NUT. 10. STUD BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NDS, SECTION 8.1.2.4) m¢nl.oeTNL 04 HOEDOWN INSTALLATION NHARSON H10 OR H2 5A �NROOU DUAL 03 SIMPSON CONNECTORS No Scok Hummm r.and Hoaoxn NAILING SCHEDULE: (FROM WFCM) JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE BLOCKING TO RAFTER (TOE-NAILED) 3-Bd EACHEND RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD 5-16d PER 2 X 5 STUD 5-16d PER 2 X 8 STUD BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR BLOCKING (FACE-NAILED) 3-16d (1,2) PER FOOT JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING 02 NAILING SCHEDULE RAFTER BLOCKING BTWN, RAFTERS HURRICANE CLIP, FASTEN THRU EXT. SHEATHING TO WALL R TOP WALL 2 CONN. TO ROOF EATHING POST & WALL FRAMING TOP OF WALL BLOCK FLOOR SPACE SOLID HOLDOWN TO UNDER POSTS POST BELOW FOR FULL BRG. TO FDN. (TYP.) BOTTOM WALL R TOP WALL CONN. TO RIM F CONN. TO RIM SECOND FLOOR CONT. RIM BOARD FRAMING `SHEATHING EDGE NAILS TO WALL T'S (TYP.) HOLDOWN POST SHEATHING & WALL FRAMING THING , NAILS THING ,NAILS HOLDOWN, ALIGN VERTICALLY W/ ANCHOR BOLT BOTTOM WALL R SILL T CONN. TO RIM CON N. TO RIM FIRST FLOOR CONT. RIM BOARD J _�2x PRESSURE FLOOR TREATED SILL R FRAMING SILL R ANCHOR CONCRETE BOLT FUN. WALL HOLDOWN ANCHOR BOLT 01 TYPICAL SHEARWALL SECTION 3/4'.1'-R' PERMITSET 01.12.1] REVISION 1360E DAIS SANGER HOUSE RENOVATIO FISHERS ISLAND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PILL, 330 WEST 38TH STREET,SUITE 1008 TEL(212)69529E NEW YORK,NEW YORK 10018 FAR(775)50217i www.kin linruthe rfu rd.com CODE ANALYSIS FULL SCALE PROJECT: 118 A601 L Uy� 6 FC 0 N 0 'v 7C N LQ uJ W „m 6 0 04 HOLDOWN DETAIL 1'=i'-D' SUNROOM DETNL 03 HOLDOWN DETAIL 1.=1'-D' TYPIIX OETAL Q 02 HOLDOWN LOCATIONS 1/4'=1'-D' CONNECTOR SPECIFICATION: RIDGE SIMPSON LETA 24 ® 16 O.C. HIP RAFTER SIMPSON LSTA 24 ® 16 O.C. RAFTER TO STUD/TOP PLATES HTS 28 0 16 O.C. RAFTER TO HEADER HTS 28 0 16 O.C. HEADER TO JACK STUD LSAT 18 - 2.5 FT LSAT 30 - 3 FT MST 48 - 10 PT MST 72 - 16 FT 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 0 16 O.C. STUD TO SILL SIMPSON LSTA 36 0 16 0 C. 01 CONNECTORS SPECIFICATIONS PERMITSET 01.12.11 REVISION MUE DATE SANGER HOUSE RENOVATION FISHERS ISIANU,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 30TH STREET,SUITE 1006 TEL(2]2)6952968 NEW YORK,NEW YORK 10018 EAT 1715)582-1736 www.kinIInrutherfurd.com CODE ANALYSIS FULL SCALE PROJECT: 118 A602 U N U u U 7 Ri 0 N v DC ��N]{ i] zz v 0 A A �Y 01 BASEMENT ELECTRICAL PLAN Ile-l'-0' PERMITSEF 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION FISHERS ISIANq NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 313TH STREET,SUITE 1006 TEL.(212)69F2955 NEW YORK,NEW YORK 10015 FM (775)5S2-1736 www.kinlinrutherfurd.com BASEMENT ELECTRICAL PLAN FULL SCALE PROJECT: 118 E-100 ELECTRICAL LEGEND f0 WALL MOUNTED LIGHT FIXTURE, 5'-8" ATE DUPLEX OUTLET RECESSED LIGHT FIXTURE SWITCHED DUPLEX RECEPTICAL OUTLET, ONE SIDE ONLY WATERPROOF RECESSED LIGHT FXTURE �c F GROUNDED FAULT RECEPTICAL OUTLET ,®y W SURFACE MOUNTED LIGHT FIXTURE OUADRUPLEX OUTLET ® UNDER CABINET STRIP LIGHT INTERCOM, 5'-3" AFF SwF WATERPROOF DUPLEX OUTLET FLOOR OUTLET p SWITCH DIMMER SWITCH ® EXHAUST FAN 3-WAY SWITCH O SMOKE DETECTOR d1 Fboon DOOR OPERATED SWITCH O CARBON MONOXIDE DETECTOR IQ VOICE/DATA O HEAT DETECTOR b TELEPHONE 0 FIRE ALARM HORN TELEVISION 0 DOORBELL . AUDIO SPEAKER OT THERMOSTAT NOTE ALL LIGHTS WILL BE ON DIMMERS,UNLESS OTHERWISE NOTED. A �Y 01 BASEMENT ELECTRICAL PLAN Ile-l'-0' PERMITSEF 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION FISHERS ISIANq NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 313TH STREET,SUITE 1006 TEL.(212)69F2955 NEW YORK,NEW YORK 10015 FM (775)5S2-1736 www.kinlinrutherfurd.com BASEMENT ELECTRICAL PLAN FULL SCALE PROJECT: 118 E-100 v m YS N W 0 A A FHERWISE NOTED 01 FIRST FLOOR ELECTRICAL PLAN PERMIT SET 01.12.: REVISION ISSUE DATE SANGER HOUSE RENOVATI( FISHERS ISIAND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PILL 330 WEST 36TH STREET,SUITE TWO TEL(212(69529 NEWYORK,NEWYORK SOD36 FM.(775)592-1T W W W.kl nI!nrutherfurd.com FIRST FLOOR ELECTRICAL PLAN FULL SCALE E-101 PROJECT: 118 ELECTRICAL LEGEND b WALL MOUNTED LIGHT FIXTURE, 5'-B" AFT DUPLEX OUTLET RECESSED LIGHT FIXTURE SWITCHED DUPLEX RECEPTICAL OUTLET, ONE SIDE ONLY ® WATERPROOF RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE t�=D,FJ, GROUNDED FAULT RECEPTICAL OUTLET OUADRUPLEX OUTLET ® UNDER CABINET STRIP LIGHT INTERCOM, 5'-3" ARE I WATERPROOF DUPLEX OUTLET �p Ntl FLOOR OUTLET SWITCH p DIMMER SWITCH ® EXHAUST FAN a 3-WAY SWITCH O SMOKE DETECTOR $'ooe DOOR OPERATED SWITCH O CARBON MONOXIDE DETECTOR IQ VOICE/DATA N HEAT DETECTOR b TELEPHONE ❑E FIRE ALARM HORN O TELEVISION El DOORBELL . AUDIO SPEAKER 0 THERMOSTAT A FHERWISE NOTED 01 FIRST FLOOR ELECTRICAL PLAN PERMIT SET 01.12.: REVISION ISSUE DATE SANGER HOUSE RENOVATI( FISHERS ISIAND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PILL 330 WEST 36TH STREET,SUITE TWO TEL(212(69529 NEWYORK,NEWYORK SOD36 FM.(775)592-1T W W W.kl nI!nrutherfurd.com FIRST FLOOR ELECTRICAL PLAN FULL SCALE E-101 PROJECT: 118 A 01 SECOND FLOOR ELECTRICAL PLAN PERMITSEr 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION FISHERS ISlAN4 NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST SETH SMOOT,SUITE 3005 TEL J212)69529BB NEW YORK,NEW YORK 10018 FAX')775)5821736 www.kinI!nrutherfurd.com SECOND FLOOR ELECTRICAL PLAN FULL SCALE E-102 PROJECT: 118 ELECTRICAL LEGEND FO WALL MOUNTED LIGHT FIXTURE. 5'—B" AFF DUPLEX OUTLET RECESSED LIGHT FIXTURE SWITCHED DUPLEX RECEPTCAL OUTLET, ONE SIDE ONLY ® WATERPROOF RECESSED LIGHT FIXTURE �cel GROUNDED FAULT RECEPTICAL OUTLET SURFACE MOUNTED LIGHT FIXTURE OUAORUPLE% OUTLET ® UNDER CABINET STRIP LIGHT INTERCOM. 5'-3" AFF twa WATERPROOF DUPLEX OUTLET FLOOR OUTLET SWITCH DIMMER SWITCH ® EXHAUST FAN 3—WAY SWITCH O SMOKE DETECTOR boon DOOR OPERATED SWITCH O CARBON MONOXIDE DETECTOR p VOICE/DATA O HEAT DETECTOR I< TELEPHONE © FIRE ALARM HORN TELEVISION Do DOORBELL . AUDIO SPEAKER TO THERMOSTAT NOTE ALL LIGHTS WILL BE ON DIMMERS,UNLESS OTHERWISE NOTED. A 01 SECOND FLOOR ELECTRICAL PLAN PERMITSEr 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION FISHERS ISlAN4 NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST SETH SMOOT,SUITE 3005 TEL J212)69529BB NEW YORK,NEW YORK 10018 FAX')775)5821736 www.kinI!nrutherfurd.com SECOND FLOOR ELECTRICAL PLAN FULL SCALE E-102 PROJECT: 118 M SC N w N h W 0 0 PLUMBING NOTES: 1) DO NOT SCALE FROM THIS DRAWING. 2) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD 3) OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 4) VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYIMG FOR FINAL PAYMENT. 6) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM: OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 7) SPACING BETWEEN CLEAN—OUTS SHALL NOT EXCEED 50'-0" 8) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE. 9) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. I #z #2 1 #2 1 44""V.T.R •V.T.R III 4"V.T.R III 4"V.T.R III 1 LAUNDRY CLOSET NEW GAS DRYER 3/4" FEED 2ND FLOOR (E) GAS RISER 02 GAS RISER DIAGRAMS NTS PERMIT SET 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATIOP FISHERS ISWNO,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLL( 330 WEST SUR STREET,SUITE 1006 TEL 72127695299 NEW YORK,NEW YORK 10015 FM.(775)562173 .A. www.kinlinrutherfurd.com TO SEPTIC, SEE ACHED SITE AND TIC DWG DIAGRAMS PLUMBING AND GAS DIAGRAMS FULL SCALE P-101 PROJECT: 118 LEGEND FOOIiNG FOIINOAiION WALL 01 01 a1 403 40 41 01 A203 A 01 A401 O1 01 O1 01 01 405 404 403 40 4i I 01 A401 01 4201 A N 0 N 0 01 407 0 FOOTING PLAN PERMITSET 01.12.1 HMI ION ISSUE DATE SANGER HOUSE RENOVATIC FISHERS ISLAND,NEW YORK ARCF r �,L rJ %yC) KINLIN RUTHERFURD ARCHITECTS, PLL 330 WESTRETH STREET,SUITE 1006 TEL i212i 69529' NEW YORK,NEW YORK 10019 FM 775 59217 www.kinlinrutherfurd.com FOOTING PLAN FULL SCALE S-101 PROJECT: 118 LEGEND roonluc E I X 0 0 01 A203 ' Q v YC N N 01 Oi 01 01 01 A405 404 403 A40 41 F d 0 I I 01 A401 01 A201 A N 0 a 0 01 A407 �Y 0 IFOUNDATION PLAN 1/4'=P-a' PERMITSET 01.12.1 REVISION ISSUE DATE SANGER HOUSE RENOVATIC FISHERS ISLAND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLL 330 WEST SETH STREET,SUITE 1008 TEL (21 2)59529 NEW YORK,NEW YORK 10015 FAN.pi5)652-17 www.kinlinrutherfurd.com FOUNDATION PLAN FULL SCALE S-102 PROJECT: 118 LEGEND FZIMEMBER ' SUPPORTS MEMBER ..A. UB"SING R *13"SIMPSON HUTF HANGER FYIMEMBER ..A.. SUPPORTS MEMBER "B' USING UPSIDE-DOWN SUPPORTS SIMPSON HUTF 4 HANGER L MEMBERS "A" AND "B" JOINED USING (2) SIMPSON HGA10 ANGLE BRACKETS INDICATES LOCATIONS BEARING LOAD THAT MUST HAVE STRUCTURE IN WALL OR COLUMN BELOW (2 STUDS OR 4" STEEL COLUMN) NOTES: ALL LVCS LAGGED INTO POSTS WHERE POSSIBLE USING 5/8" DAM. LAG BOLT W/ WASHER I I II I II I I I I I I II II x B I I 01 FRAMING PLAN 1/4'=1'-6' PERMITSET 01.12.1: REVISION ISSUE DATE SANGER HOUSE RENOVATIO FISHERS ISIANO,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLL 330 WEST 387H STREET,SUITE 3006 TEL(212)6:52m NEW YORK.NEW YORK 10018 FAN:(TT5)58217: w .klnllnrutherfurd.Gom FIRST FLOOR FRAMING PLAN - LEVEL ONE FULL SCALE S-111 PROJECT: 118 LEGEND MEMBER "B" SUPPORTS MEMBER 'A" USING SIMPSGN HUTS HANGER ti FTI MEMBER "A" SUPPORTS MEMBER .B„ USING UPSIDE-GOWN SIMPSGN HUT" _ HANGER L MEMBERS 'A' AND 'B" JOINED USING (2) SIMPSON HGA10 ANGLE BRACKETS NDIC,, THAT OR C STEEI NOTES. ALL LVL'S LAGGED IF POSSIBLE USING 5/E W/ WASHER O _YL I EXISTING BEAM TO REMAIN A - O 01 FRAMING PLAN Tµ•-1,_0. PERMITSET 01.12.1. REVISION ISSUE DATE SANGER HOUSE RENOVATIO FISHERS ISLAND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLL 330 WEST35TH STREET,SNTE1009 TEL (212)695 NEW YORK,NEW YORK 10018 TAX (775)58211 www.kinlinrutherfurd.com FIRST FLOOR FRAMING PLAN - LEVEL TWO FULL SCALE S-112 PROJECT: 118 LEGEND MEMBER "B" SUPPORTS MEMBER "A" USING SIMPSON SUPPORTS HANGER MEMBER "A" SUPPORTS MEMBER "B" MEMBER UPSIDE-GOWN SIMPSON HUTF ANGER L MEMBERS "A" AND "B" JOINED USING (2) SIMPSON HGA10 ANGLE BRACKETS FUINDICATES LOCATIONS BE LOAD THAT MUST HAVE STRUCTURE IN WALL OR COLUMN BELOW. (2 STUDS DR 4" STEEL COLUMN) NOTES: ALL LVCS LAGGED INTO POSTS WHERE POSSIBLE USING 5/8" DIAM. LAG BOLT W/ WASHER A r I= F - - . I ______ Ex ESL;"x20" PSL I J. 1 I A 4" PSL li I LVL LVL 01 FRAMING PLAN 1µ'°1._D. PERMIT SET 01.12.7 REVISION ISSUE DATE SANGER HOUSE RENOVATI( FISHERS ISLAND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLL 330 WEST RUN STREET,SUITE 1006 TEL 1212169529 NEW YORK,NEW YORK 10018 FAX'PT5158217 www.ki n I in rutherfurd.com SECOND FLOOR FRAMING FULL SCALE S-113 PROJECT: 118 O 'v N w a LEGEND MEMBER "B" SUPPORTS MEMBER "A" USING MEMBER SIMPSON HUTF HANGER Fri�y MEMBER "A" SUPPORTS MEMBER ..B" USING UPSIDE-GOWN SIMPSON HUT' ti HANGER MEMBERS "A' GA1 'B" JOINED USING (2) MEMBERS SIMPSON'A HGA10 ANGLE BRACKETS INDICATES LOCATIONS BEARING LOAD THAT MUST HAVE STRUCTURE IN WALL OR COLUMN BELOW. (2 STUDS OR 4' STEEL COLUMN) NOTES: ALL LVL'S LAGGED INTO POSTS WHERE POSSIBLE USING 5/5" DAM. TAG BOLT W/ WASHER (2)13i"x9%" LVL HEADER— Ll I (2)13:'xBI' LVL (2)$i xeT'(' LVL BEAM CANTILEVERED ABOVE FLOOR PLANE. CONNECTED TO FLOOR FRAMING BELOW AND ROOF RAFTER CONNECT BEAM TO FLOOR FRAMING (- BELOW WITH STEEL STRAPS T L - p A r� L_ J LI � TI F1 I(L..J L_i i _i r -I Li 9 I A 01 FRAMING PLAN 1/4'=1'-0' PERMIT SET 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATIO1 FISHERS ISIANO,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLi 330 WEST SETH STREET,SUITE 3006 TEL (212)69529E NEW YORK,NEW YORK 10013 FAX.(775(562 173 www.kinlinrutherfurd.com ROOF FRAMING - LEVEL ONE FULL SCALE S-114 PROJECT: 118 U .1 ra w rn F E� Uy. 6 N c X N W 0 LEGEND MEMBER "B' SUPPORTS MEMBER 'A" USING SIMPSON HUTF HANGER MEMBER "A" SUPPORTS MEMBER "B" USING UPSIDE-DOWN SIMPSON HUTF � HANGER MEMBERS "A" AND "B" JOINED USING (2) MEMBERS SIMPSON AND ' ANGLE BRA SING FLINDICATES LOCATIONS BEARING LOAD THAT MUST HAVE STRUCTURE IN WALL OR COLUMN BELOW. (2 STUDS OR 4" STEEL COLUMN) NOTES: ALL LVL'S IAGGEO IMO POSTS WHERE POSSIBLE USING 5/6" DIM LAG BOLT W/ WASHER 2"XB" 016" 0 C RAKE FRAMING �I I� I .I F )OR FTER - I I �l L I II u I_I C L L_ rr A A I - I J J 01 FRAMING PLAN I yr-r-o• PERMIT SET 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION FISHERS ISIAND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 30TH STREET,SUITE 1006 TEL(212)6952988 NON YORK,NEW YORK 10018 F0. (775)5821736 www.kinI!nrutherfurd.com ROOF FRAMING - LEVEL TWO FULL SCALE S-115 PROJECT: 118 2"XB" 016" O.C. I` RAKE FRAMING d BEAM CANRLEVERED ABOVE FL oap o o PIpNE, CONNECTED TO FLOOR f ti FRAMING BELOW AND ROOF W N® O p ti w N ry 4 (J)ti'X"Xfl1'1" LW )1%" 1774" L RI E CONNECT BEAM TO FLOOR FRAMING I -- -- - WITH STEEL STRAPS O d p O p rv_o N - - - - - - - - La )OR FTER - I I �l L I II u I_I C L L_ rr A A I - I J J 01 FRAMING PLAN I yr-r-o• PERMIT SET 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION FISHERS ISIAND,NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 30TH STREET,SUITE 1006 TEL(212)6952988 NON YORK,NEW YORK 10018 F0. (775)5821736 www.kinI!nrutherfurd.com ROOF FRAMING - LEVEL TWO FULL SCALE S-115 PROJECT: 118 LEGEND MEMBER .a.. 90PPORTS MEMBER .A.. USING SIMPSON HUTF HANGER FYI ti MEMBER "A" SUPPORTS MEMBER "B" USING UPSIDE—DOWN SIMPSON HUTF HANGER L MEMBERS "A" AND "B' JOINED USING (2) SIMPSON HGATO ANGLE BRACKETS INDICATES LOCATIONS BEARING LOAD IFUTHAT MUST HAVE STRUCTURE IN WALL OR COLUMN BELOW. (2 STUDS OR 4' STEEL COLUMN) NOTE: ALL LVL'S UGGED INTO POSTS WHERE POSSIBLE USING 5/8" DAM. IAG BOLT W/ WASHER 2'%B" ®15' RAKE FRAI A A 0.0 NO 01 FRAMING PLAN 1/4=P-0' PERMIT SET 01.12.11 REVISION ISSUE DATE SANGER HOUSE RENOVATION nSHER313LAND,NEWYORK KINLIN RUTHERFURID ARCHITECTS, PLLC 330 WEST 39TH STREET,SUITE 1005 TEL,(2n)39S293B NEW YORK,NEW YORK SOOIH FAX (TT5(592-1739 www.kinI!nrutherfurd.com ROOF FRAMING - LEVEL THREE FULL SCALE S-116 PROJECT: 118