Loading...
HomeMy WebLinkAbout40679-Z M �uFFQLK• , Town of Southold 9/11/2017 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39210 Date: 9/11/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Ocean View Ave, Fishers Island SCTM#: 473889 Sec/Block/Lot: 9.41-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/25/2016 pursuant to which Building Permit No. 40679 dated 5/9/2016 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 AND ALTERATIONS INCLUDING AN EXERCISE ROOM AND BATHROOM IN BASEMENT OF AN EXISTING ONE FAMILY DWELLING The certificate is issued to Hobson,Anthony of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40679 07-06-2017 PLUMBERS CERTIFICATION DATED 07-18-2017 Njen ello ut oriz ignature o�SU eco TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40679 Date: 5/9/2016 Permission is hereby granted to: Hobson, Anthony 212 E 3rd St Ste 300 Cincinnati, OH 45202 To: construct an addition to an existing single family dwelling as applied for. At premises located at: Ocean View Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-11-4 Pursuant to application dated 4/25/2016 and approved by the Building Inspector. To expire on 11/8/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $411.20 CO -ADDITION TO DWELLING $50.00 Total: $461.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or ,;topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling $50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 4 Z,01 & New Construction: Old or Pre-existing Building: (check one) Location of Property: OGPi:!AN V t eVJ A,10. J35HE4V3 l�-Le=- JP N'r House No. Street Hamlet Owner or Owners of Property: Ar1�4-'j-loll -k' vm3c�t-b t1ot3Sm t4 Suffolk County Tax Map No 1000, Section QQ�1 Block (1 Lot Subdivision L.�n, Filed Map. Lot: Permit No. LL.JDate of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for. Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ SO • Q-0 Applicant ignature O��OF SO!/T�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �Q roger.richert(a)-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hobson Address: Ocean View Avenue city Fishers Island st: New York zip: 06390 Building Permit#: 40679 Section: 9 Block: 11 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Z & S Contracting License No: 4798-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 Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceding Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 23 CO Detectors 2 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 31 Twist Lock Exit Fixtures TVSS 11 Other Equipment: 1 st Floor Addition, Finished Basement. Notes: 1- Paddle Fan, 2- Exhaust Fans, 6- Low Voltage Path Way Lights. 1-ARC Fault Circuit Breaker. Inspector Signature: 7::: Date: July 6, 2017 0-Cert Electrical Compliance Form.xls �C�[�OdG DD Z & S Contracting, Inc. o JUL 2 0 201 P. O. Box 202 Fishers Island, NY 06390 BUILDING DEPT. Tel: (631) 788-7857 * Fax: (631) 788-5600 TOWN OF SOUTHOLD zandsnfishersisland,net CERTIFICATION Date / IZ'017 Building Permit No. �O & 79 Ifo Owner �1�1.� C i't l � •-�- ��l 'l 1 (please print) Plumber 6/e!+ ,, C& (please print) I certify that the above mentioned water supply system is solely Pex type tubing. e/�Zx, ,/�Z eo—�, (plumber's signature) Sworn to before re this day of 2011 otary lic) Notary Public, CountyI �iZZZj� SOUIho cOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ,- FOUNDATION 1ST [ '-ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FI SAFETY INSPECTION [Z FI RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE RKS: dl B� J r C _ ♦ 1 DATE �Z �� INSPECTOR OF SO(/lyo cOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLSG. [ ] FOUNDATION 2ND [ INSULATIONS ' [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 03 08 INSPECTOR qoo OF SO�TyOIo S • �o coutm .TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [" ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r' (o o� Ul 1 h7 gag* V'p4vt- fdj--eA&iDV1 )A,, Vm+.et e�" fen %k Q e 1; h i/�. ✓ o✓ � ��� �I�isv��i�vr/ DATE INSPECTOR Of SO(/Tyo o IOU TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) REMARKS: DATEC� �� INSPECTOR /�� KinflnRutherfurd July 10,2017 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, Project: Hobson Addition, located on Ocean View Ave.on Fishers Island, NY. Permit#:40679 This letter is to certify that the R-values of the insulation installed at the Hobson Addition and Finished Basement complied and/or exceeded the minimum values required by the applicable code at the time of submission: Addition—2010 NY Energy Code Finished Basement—2015 IECC The insulation was installed as per manufacture's recommendations and in compliance with the REScheck Compliance Reports submitted with this application. Fire caulking was performed as per 2010 NYS Building Code,Section 7 requirements. If you have any questions,or need any additional information, please don't hesitate to give me a call. Sincerely FtE0 AR cSi �'9T 029��'�yO4 D [ECEVE r D. AIVE� AUG 4 2017 BUILDING DEPT. TOWN OF SOUTHOLD K.n1inRuthert,ird Telephone Architects, PLLr 2.12 095 2988 330 ''Rest 58th stoeet Telefax Suite 1006 775 582 1736 Nein; York, NY 10018 info@KirillrIPUThel•PrrrcI.cnrs'i d oloeo *51,11PY Poll • � • • y wr • C I .�`nrvc.�i.�..�. o ` �4111�/ IN$.ULATION PEA N.Y. STATE R NE• rD — I W KRA Jill r '`tea. - .r /!wl i .ir ��-- /'' i � :.�..vrA..[A.- - i �l - l k7i=WJ.!,` 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL - Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. q()Glot -Z:7— Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined —,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to. Disapproved a/c Phone: Expiration ,20 Inspe or APPLICATION FOR BUILDING PE T Date 20 t Co 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. r IL (Signature of applicant or name, if a corporation) 330 wti 19 sic. Aly &Y ScA 1° e- I()0,(Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder is►zvcE p • K1N.uN, ( P,Rct4aecr Name of owner of premises At-MA ONY W• d-}ob353►v. t Mpr--f cz, • }oBSONi (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: O cZiNt-4 V 1lon1 oN iF l SAN.D 714 House Number Street Hamlet County Tax Map No. 1000 Section 009 Block 1 Lot ' A 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 1?, t Ve%NA T iA.L_ b. Intended use and occupancy SV P&Ni T'lA"- 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 1 Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. tt i 7. Dimensions of existing structures, if any: Front 87 - G YA Rear 87-Co 3 Depth 3 - Height Z9 - ! 1 Number of Stories Z Dimensions of same structure with alterations or additions: Front 1018 -9 !�� Rear 108 - `�• Depth 441 -9 I L24 Height 29'- I l it Number of Stories -2- 8. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front I k'7 . GS 1 Rear t;50 . l4, Depth 2Z i .TI 7 ! 1✓ zZo1 sZ7 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated fZ - �© 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO v1 c►iv c.�naKotn "OVA 4.520z 14. Names of Owner of premises A*ATI.4q,0Y k rTCWAddress Z►Z E .'9" 3T Phone No. S 13 S G% k939 Name of Architect 15MYC-, 0- L-ilgu M Address 3�A W .--38-M ST ' Phone No ZI Z C,9!9 _4988 Name of Contractor Address `"`� N`� O°�$ Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 1' R-ki CC' P - jr I being.duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the APLC"A_TVC_T (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed t1ZbW1d,O %vffkto make and file this application; that all statements contained in this application are true to the best of his the work will be performed in the manner set forth in the application filed therewith. No.01 H06157024 OUCOMed in New York Counfy Sworn�tQ before me this Commission Expires flee 4,20—14 of a day of 4PR.�, t- 20 C> N Public Signa re o Applicant l Scott A. Russell °SIJFFQ/ STO]KIMIWAT]EIR� SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �,� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT LN'JOL,`Y E A-INY OF ThE F`O.LL,OZVJING. [CHECK ALL THAT APPLY Yep No ` ,1 1:10/'A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[f B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑L(C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 091). Site preparation within 100 feet of wetlands, beach, bluff or coastal ! erosion hazard area. ❑E�E. Site preparation within the one-hundred-year floodplain as depicted ❑['� on FIRM Map of any watercourse. ; F. Installation of new or resurfaced impervious surfaces of 1,000 square i` feet or more, unless prior approval of a Stormwater Management i� Control Plan was received by the Town and the proposal includes T in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. � l. �C If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. i #. Date / APPLICANT (Property Owner,Design Piofe�sional.Agent,Contractor,Othei)�' S•C.T.M. 1�00 ,1 District Q NAME %V_Q Cla� Q• k—%N Lt ©V 7 F� G (TJvi Section Block Lot 1 r— -Z'5 *** FOR BUILDING DEPARTMENT USE ONLY max" Contact lnfoimanQ� 2q 15Von �2.t2 J ! Q !j l (T•lephrnir'.0 ,, — — — — — — — — — — — — — — — — — l/ i! Reyie«led By: 1 Date: Property Address / Location of Construction Work: i1' - - - - - - - - - - - - - - - I; iiiH El Appioved for processing Building Permit. O C v( 'WN e- fStormwater Management Control Plan Not Required. i; — — — — — — — — — — — — — — — 'FA S4:e -s VsUb"Q Y E 1 3 i' Stormwater Management Control Plan is Required. ;; ® (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 A-ZpF SOUT�oIo Town Hall Annex Telephone(631)765-1802 54375 Main Road (631)765-9g502 P.O.Box 1179 GS @ roger.richertt �own.southo d.nv.us Southold,NY 11971-0959 �y�4Uf1t't,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -� ��� � 'A . 1 ( �L Date: q 5J_ Company Name: 3 Name: License No.: Address: . 0 Phone No.: JOBSITE INFORMATION: (Indicates required information) 'Name: `t1P.,,ar 1 d2A,r s? m *Address: OCO" `id A-i°- *Cross Street: *Phone No.: j 7 91 .� Permit No.: 0 Tax Map District: 1000 Section: (9011 Block: it Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Nov CL-C"":f 11'- (Please Circle All That Apply) *Is job ready for inspection: YES I Rough In Final *Do you need a Temp Certifcate: YES Temp information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Requestfor lnspeclian Form '—"c' " L 0� J TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT A ZY FORMER OWNER 7-- N E ACR. 6eeav� vle( ) S ('a L A M zoiZt t.3 W TYPE OF BUILDING �mel %11 A v PjALC- e" I RES. SEAS. VL. T FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 0 --o �z 0 74(oo 2-1 M 24\qj / Qj C ,o o� 2-0�2— t�16 ,on 6 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre 41- 0 FRONTAGE ON WATER Woodland FRONTAGE ON ROAD-- Meadowland f DEPTH House Plot BULKHEAD Total DOCK e �! MEMOS iioME MENEM ON IIIIIIIIIIIIIIIIIIIIM ON , ■�i�iiiii�ri'��iil�iiiii ii�iii y _ _ iiiiii�' iiiiiiMEMO MINMMM NONE MEN lu liiiii ■ 11 MENEM��i� ■1�lL ''Iti1�il� iiiiilliilli9liiiti �lii� • �� lliiMEN 0 iii��ii� ��!�Iii �"�I�i�._..__...Iirti►lriiiii viii • l - - .. ���ii�l�i_i_iii�l�; �"��iii�iii� x ► • oundationFire Place '• • asement Interior Finish ♦ •• iType '•• �Rooms IstFloor J Y _• • '•• • Dormer ©. ex A P Dwyer, Tracey From: Paul Contillo <paulcontillo@yahoo.com> OCT '� 3 2016 ' Sent: Wednesday, October 12, 2016 3:18 PM ' To: Dwyer, Tracey Cc: Z&S Contracting $t11LO14�T�'`DEI+'r• Subject: Fwd: TOWN OF SOUTHOLD Hi Tracy, Could you please forward these pictures to Michael as discussed for perm t#40679. will be sending more pictures in seperate emails as well showing foundation waterproofing,insulation and footing drain installation. Please let me know you received all 3 emails containing these pictures. Thanks, Paul Contillo Z&S Contracting,Inc. Sent from my iPhone Begin forwarded message: From: "Z&S Contracting"<zands@fishersisland.net> Date:October 12,2016 at 11:52:56 AM EDT To: "'Paul Contillo"'<paulcontillo@Vahoo.com> Reply-To:<zands@fishersisland.net> o ,,,,tr This email has been checked for viruses by Avast antivirus software. Wfu www.avast.com Paul Coo to r GNCB 1. Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation Construction Support January 6, 2017 Town Hall Annex Building Town of Southold Southold, NY 11971 / Attn: Michael J. Verity Chief Building Inspector Re: Hobson Residence Addition D D Ocean View Avenue Principals Tax Map No. 1000, Section 009 FEB 1 6 2017 Kenneth Gibble,PE Block 11, Lot 4 James F.Norden,PE Fishers Island, NY BUILDING DEPT. Charles C Brown,PE, TOWN OF SOUTHOLD Geotechnical Associate Mr. Verity: David L Freed,PE Structural Associate GNCB Consulting Engineers, P.C. is the Structural Engineer of Record for Richard A.Centola,PE the Hobson Residence Master Bedroom Addition project under construction on Fishers Island. This letter is to be hand delivered to you by Z&S Contracting while on site, on or about January 19, 2017. We visited the site to observe the progress of construction, on October 5, 2016. At the time of the site visit, the foundation area was excavated to 3- feet minimum below grade, the required frost depth. Continuous concrete footings were placed. Per photos from Z&S, there are 245 bars, continuous placed at the bottom of the footings. The foundation walls are constructed with 10-inch nominal concrete masonry unit (CMU) blocks reinforced with #4 vertical bars drilled into and epoxied to the footing along the centerline of the wall. There are horizontal bars at every other CMU course, vertically. Since the date of GNCB's site visit, Z&S has provided GNCB with photos of 130 Elm Street the r p p PO Box 802 progress of structural work. Of articular importance is the construction Old Saybrook,CT 06475 to resist the lateral force due to wind. From the photos, we have reviewed Tel 860.388 4224 Fax 860.388.4613 the vertical metal strapping on exterior walls, exterior sheathing, clips, /astname@gncbengrneers.com gncbengmeers.com i' z Town of Southold '• Fishers Island, NY GNCB ••� January, 2017 1/ Page 2 of 2 hangers and hold-downs, elements required to complete the load path to resist wind force. It is my opinion that the work is constructed in substantial conformance with our contract documents, and meets the building code structural requirements. OV: N w y Sincerely, y�QscURT/so'9 , Q 2 2 o83885 Charles C. Brown, P.E. 0FESs��P�� President Cc: Z&S Contracting via. Email pdf Fishers Island, NY zands(a-fishersisland.net Bruce Kinlin and Flavia DaSilva via Email pdf Kinlin Rutherfurd Architects, PLLC New York, NY bruceo_kinlinrutherfurd.com flavia(a-)_kinlinrutherfurd.com February 21,2017 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, Project: Hobson Addition, located on Ocean View Ave.on Fishers Island, NY. Permit#:40679 Enclosed for your revision please find 3 copies of the amended existing basement plan (A-100) showing the insulation specifications to be installed in compliance with the 2015 IECC.Also attached is the corresponding REScheck Compliance Report. If you have any questions,or need any additional information, please don't hesitate to give me a call. Sincerely, —OIL Bruce D. Kinlin,AIA D MAR ® 2 20V BUU,DVG DWr- TOWN OF SO OLD KinflnRutherfurd D RC[EO'ep- DD SEP 2 7 2017 BUILDING DEPT. September 22,2017 TOWN OF SOUTHOLD Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, Project: Hobson Addition, located on Ocean View Ave.on Fishers Island, NY. Permit#:40679 Enclosed for your review please find 3 copies of the amended existing basement plan(A-100)showing the fire-rated partition and door installed to enclose the existing mechanical room equipment as per egress code requirements. If you have any questions,or need any additional information, please don't hesitate to give me a call. Sincerely, r 1 Bruce D. Kinlin,AIA hod 41- 695 2958 YC0t Ici oiu:C 775 53_'' i73 i'?<^.'; Yui ii, Mv I(Mz Siiil) `;Iliili l3T��Pford com Z t o. . . M� bLO)oh 42 • t� 1 � yy1{ Ir *�• f r WOO A t qW ' M ,y • �� �o cP- a: AV r x� f r ti b a ! • 711 �e, � r � r F 3 k • s G� o �q 2b� r � r� O O y y sP�a } m 7Q.a ti$ A �, �� oma, scc> At Y p' y-. 1 , 14 � � ._ ''r r. :�.,:" _:'v-r' _ �, ',�- , j��_..'.,:� ! � . p � s, �� � - � . �. �. -- w ..,� ... } � y _ ,��` t �` _,,, � � � a.! �r.4 �� .; �`r .� t 1 t � d D ,-� z 016� Tn, D T w. t I RIGSND stfc,t 190: 114 giMSW. If1 rr�.�, A �rww. �► IM.n.AMM�, ali #I�1" it;3 It�l. i1! tMlr J w I tr . 3v)-ilt+3i rw !t IL 'It - dff war mumbod. cr �r�a, cr atar, ev k/�iiliresl� AMakiIMFiMi MCA S- Mlh fma*00•"0 rasa w � w !. a. lour ordr� fr:sms :SLAM Ih t a!*S os i cl i+i 12 MAW omw000 Mei rR ! c! R;#!+C'.;�►" .!c:;!: . aa,' � tt�4! � 11c1� fri �adb :+� _.. b~ Ift *soft =raw owA."QA � Mks -NMI" 400*t vet- lrlktel�! ailrr�r err rsR� rrf � IV ..," Com`:M�f CI1ts t bw.4 um omit .Mlii *i2.i ii iiCfll ,lei 4molm mulowt molt, `tr oft low ms, ow 21" &W. row !. C i i,�M O.MIc Own r.r CREScheck Software Version 4.6.2 �(J Compliance Certificate Project Hobson Residence Addition Energy Code: 2010 New York Energy Conservation' Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Ocean View Ave. Bruce Kinlin Fishers Island, NY 06390 Kinlin Rutherfurfd Architects PLLC 330 W.38th St. Suite 1006 New York, NY 10018 2126952988 bruce@kinlinrutherfurd.com t6mplianc6: Passes using UA-frade' Compliance: 8.1%Better Than Code Maximum UA: 173 Your UA: 159 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. Envelope Assemblies Gross Area Cavity. Cont. Assembly or U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 228 38.0 0.0 0.030 7 Ceiling 2: Cathedral Ceiling 231 38.0 0.0 0.027 6 Exterior Walls:Wood Frame, 16" D.C. 1,047 21.0 0.0 0.057 53 Windows: Metal Frame with Thermal Break:Double Pane with Low-E 109 0.300 33 Floor:All-Wood joist/Truss:Over Unconditioned Space 459 30.0 0.0 0.033 15 Crawl: Solid Concrete or Masonry 459 0.0 5.0 0.130 45 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 3.0' Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has bee designed to meet the 2010 New York Energy Conservation Construction Code requirements In REScheck Versio .6.2 andpl ith the mandatory requir ments listed in the REScheck Inspection C ecklist.__Z , ' .", Name-Tit—le —� Signa ur (-�y tib` -,` Da T ? ` „e,sy Project Title: Hobson Residence Addition Report date: 04/19/16 Data filename: Ql-ACTIVE PROJECTS\252-Hobson Addition (FI) (Hobson)\ResCheck\252(16)04-15 Pagel of 1 Rescheck-Addition.rck CGenerated by REScheck-Web Software �(J Compliance Certificate Project Hobson Residence - Existing Finished Basement D LS(g[EO V l5 Energy Code: 2015 IECC D Location: Suffolk County, New York MAR e 2 2017 Construction Type: Single-family Project Type: Alteration BUMDIN DEPT. Climate Zone: 4 (5999 HDD) Permit Date: TOWN OF S®M®LD Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Oceans View Avenue Fishers Island, New York 06390 o • • e e -• in - • Iteration • eepts Envelope Assemblies Gross Area Cavity Cont. Perimeter North Basement Wall: Solid Concrete or Masonry 241 13.0 10.0 0.036 9 Wall height: 8.1' Depth below grade: 7.1' Insulation depth: 8.1' South Basement Wall: Solid Concrete or Masonry 398 13.0 10.0 0.040 16 Wall height: 8.1' Depth below grade: 5.1' Insulation depth: 8.1' East Basement Wall:Wood Frame 217 13.0 0.0 0.050 11 Wall height: 8.1' Depth below grade: 8.1' Insulation depth- 8 1' West Basement Wall:Wood Frame 302 13.0 0.0 0.050 15 Wall height: 8.1' Depth below grade: 8.1' Insulation depth: 8.1' Ceiling: Flat or Scissor Truss --- --- --- --- -- Exemption: Framing cavity filled with insulation Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.-The proposed buildingJhasas�ig�ned to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requir eneck Inspection Che klist Name-Title Sig 2 :.A t 0' 029 yp�� Project Title: Hobson Residence- Existing Finished Basement Report date: 02/21/17 Data filename: Page 1 of 1 TABLE R402.1 .2 CONSTRUCTION LEGEND a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 0 NEW CONSTRUCTION v CRAWL EXISTING WALLS w CLIMATE FENESTRATION SKYLIGHT CEILING WOOD—FRAME MASS FLOOR BASEMENT SLAB TO REMAIN ZONE U—FACTOR U—FACTOR R—VALUE WALL WALL R—VALUE WALL R—VALUE, WALL SPACE sD SMOKE DETECTOR v R—VALUE R—VALUE R—VALUE DEPTH CARBON MONOXIDE < CO DETECTOR 4 0.351 . 0.55 b 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 C EXHAUST FAN HB HOSE BIB w x � 2 z NEW ADDITION FOUNDATION. a REFER TO STRUCTURAL DWGS z FOR DETAILS p O 3 NEW 2X4 WALL FRAMING p NEW 1 HR FIRE—RATED PARTITION WITH 1 j HR FIRE—RATED DOOR 2 p 0 — — — — — — — — — INSTALL R-13 INSULATION IN CAVITIES OF EXISTING 2X4 WALL FRAMING AS PER TABLE R402.1.2 OF THE 2015 IECC (SEE RESCHECK REPORT FOR COMPLIANCE) MECHANICAL ROOM INSTALL %" SHEETROCK LL �'° EXISTING ON EXISTING WALLS CRAWL AND CEILING FRAMING SPACE EXERCISES-0" - - - PROPOSED '�11` INSTALL NEW FLOORING ROOM THROUGHOUT BASEMENT EXISTING a MEMEN CL p a p e p EXISTING ° I - - - - - - - =°°p °°- - - - - - - - - - _ - - - - - - - STORAGE ® EXISTING SCREENED PORCH - ABOVE STORAGE ---- EXISTING PERMIT AMENDMENT 09.19.17 FAMILY ROOM Zh PERMITAMENDMENT 02.21.17 2 PERMIT AMENDMENT 10.24.16 ADDITION PERMIT SET 04.15.16 EXISTING BATH UP GARAGE SEWER EJECTOR EXISTING EXISTING HOBSON ADDITION PUMP o — OCEAN VIEW AVENUE — R —0 FISHERS ISLAND,NY IM 7 1 — aS0 AP, INSTALL FINISHES ON EXISTING BATH WALLS AND PLUMBING 029a��� Off" FIXTURES AS PER EXISTING "5'T y ROUGH-INS DECK ABOVE FOF N�� ' EXISTING INSTALL NEW PAINT—GRADE y� CABINETRY AS SHOWN - - - - - - - — � KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WESS 38TH STREET,SUITE 1006 TEL-(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 D - - - - � SEP 27 2017 DUILDING D1✓TT. x TOWN o1'souTHOLn N N w CONSTRUCTION PLAN w w x z N 01 BASEMENT FLOOR PLAN O A-1.00 I 1/4' = V-0' PROJECT: 252 U � NOT INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL TIMBER FRAMING NOTES: LE G E N D E✓ v CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR N0. 2 OR BETTER (POSTS AND RAFTERS) D [ECIEVE H 00 WINDOW AND DOOR OPENIINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: v 0 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi D I:4 SIMPSON H10 OR H2.5A Fv= 285 psi ¢ AND NEW ROOF AS REQUIIRED. E =1.9x16 psi FOOTING 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2x WALL WIDTH MIN., UNLESS NOTED OTHERWISE OCT 2 7 ?nIS a 0 11 11 11 11 t I 0 3 H �� — gUII,DING DE I,4 TOWN OF 50UT)�OLD z 22-5 " — FOUNDATION WALL Id Ilkz Cl I —I BEAM POCKET ° I a �6� EXISTING FOUNDATION - _. i T—I " 1 TO REMAIN X INDICATES o -ol 5000 '-o" 1 88" LOCATION OF COLUMN I h I LAWo ' A : �I — INDICATES ALIGN t I — _" — o� I s : EXISTING TO REMAIN E — �� ! —� —� I o ; N L_ J - , ' : . :: rl 11 , 1'-18" ' f ._ :F .,. - ..: :. -. .'' — .. — _ :. 0 2 O ; p .: - - ..: - _ -— — .� ..._.— —.� ...._ — — — I :L — — — — — — — — — � , �', t .. .,�...._.. ..—., ._.. .: - -. . :, , F�­ - - ; . . ., : - - - JJ . .. -�= � —�—� — — — — — , : _ JJJJ :, ' I 1 r ." _ 1 e' TOP OF FOOTING . — inao1. I. 1 BELOW FROST LINE I ' . ;: .. .I „ - L— . . � 11 % 1. o _, "" I — — - : : „ _ ::,, : 3'-7 19'-0 " ; - — . : . ~ , � . ,. �� � � ., ":� :, I 1 I � � � I � � � I . I � I I I :I : I � , � F I � :� � I ��� I ,�I I I ,: � � I I ,I I I I i �� � I „. {{ . , I h -. - .. - .. - - .. „ a :. - .. . . i .:. - _ - - ., .. .. .. - - .. - ,. , _i: � >: 1 , , I ,f. I PERMIT AMENDMENT 10 24 16 . I ; 1 I - I ADDITION PERMIT ET :.. . : . S 04.15.16 . . ' I % 11 " I . : :: ## . . 1. , I. , F. ,I . , , I . . : ,: : o I 1, I . I : ,, : HOBSON ADDITION . OCEAM VIEWAVENUE FISHEIRS ISLANDL - , Y . — T 1. - -:. .., D N I — _ .— , . -_ _ _ — E: — _ _ - — .._._ — — — — �. ...�._.. .-....-. ...�.-. ._._-: — — — _ 00 io . 1 ��RED ARc��1 I l �`� F D ki T� 2' 0" NEW CMU WALL �" 11 �: `cam wc� ��� �� ABOVE — __. _ _ __ -.._ . _ _ �.. ._._. _ ..._. — -J, m ., _ ,� NEW FOOTING :- �` ��T� — _� ,�` aF NE , 10" .1 --------7 / i�I I I 1 3" ,. ; " 8 g ��, �� �� ,`lam ;� EXISTING I 1., ` 1. l 18" BASEMENT I, I KINLIN RUTHERFURD ARCHITECTS, PLLC WALL 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 — _ I: NEW YORK,NEW YORK 10018 FAX (775)582-1736 I . I : looI :z I 1 - Ln100 I 85 , o - — — :� — - - - - - - - - - - - - - _ �l 8 M , x I — N N W N 1 '-38„ F-1 FOOTING PLAN W W !: J-_ L x cn.-� -I I z 0 DETAIL AT FOOT I G 01 FOOTING PLAN 0S-100 PROJECT: 252 U a TIMBER FRAMING NOTES: U NOT IN NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL LEGEND ° CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) x p0 WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: 0 SIMPSON HIO OR H2.5A 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi Fv= 285psi AND NEW ROOF AS REQUIRED. E =1.9xlo6 psi FOOTING 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE �7 e 1 ° 21'-3j" °O° FOUNDATION WALL Z 10" HDU5 10" z 0 0 0 BEAM POCKET N 0 EXISTING FOUNDATION LINE OF FOOTING BELOW `� 1 TO REMAIN X INDICATES 36" MIN. BELOW FROST LINE 02 I 131.1 LOCATION OF COLUMN 'Aim I S101 I 8 i I I CMU PIER ON CONC FTG 1 ... INDICATES I EXISTING T0 REMAIN l HDU5 8 +— UIAO CMU WALL I— J -101" 3'-7$" ELEV. TBD 100 o M L0100 0) , m 21'-2 " r , co I 1T-6 " N VI F. EXISTING PIER ELEV. TO MATCH EXISTING FOUNDATION WALL I 3 10 tE 10" HDU5 I ; : 17'-10j" 7 L_ ..J E MIT AMENDMENT 10.24.16 : ,, . ADDITION PERMIT SET 04.15.16 HOBSON ADDITION FISHERS ISLAND, Y : OCEAN ;kvD ARC, VIEW AVENUE N G 2 0 n NEW CMU WALL I � (Qj�:�; 01 I I NEW FOOTING - BELOW o„41 oo ( 83„ EXISTING 3„ BASEMENT 8 I KINLIN RUTHERFURD ARCHITECTS, PLLC WALL q NEW YOR EW YORK 10018 1006 F ( 7 ) 82-1736 330 WEST 38TH STREET,SUITE TEL:(212)695-2988 KN AX: 7 55 I I : I LnIoo I .. Ln100 o Imo .— ,.. M I X N I 85„ N I 8 FOUNDATION PLAN W z x ,_38„ DETAIL AT WALL 01 FOUNDATION PLAN S.1.01 1/4' = 1'-0' PROJECT: 252 U TIMBER FRAMING NOTES: U NOTES:IN NEW SIMPSON H10 OR H2.5A FOR HOEDOWN AT ALL LE G E N D o CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) oo WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: SIMPSON H10 OR H2.5A 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi Fv= 285 psi AND NEW ROOF AS REQUIRED. E =1.9X106 psi FOOTING 0 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE �! e x o00 (2) 13/4' X11 /a' LVL FOUNDATION WALL z 2X12 AT 2FT oc z BLOCKING AT JOISTS (2) 13/4' X11%"' LVL PARALLEL WITH WALL 1 BEAM POCKET 0 i cp ' ® I, o X INDICATES Lo w LOCATION OF COLUMN c� Q INDICATES X ? EXISTING TO REMAIN ( 1 X �/a" LVL IMP N JA-M N OU DA ION NC OR ) F A L B M M FI R LO U I 0 4»X Y4" SL POSTI (2) 1 3 X11 "L - S IPPORT EACH C T EA ° ND F RIDGE BEAM F SH :RAJE o co to cr " w � U CMU WALL 2 14" 1. 2'— \ _ BELOW _ `` n DOUBLE TJI 91 0J" o F E o RIM oI N � 1 -------- --- ..._. _... _. _.... ...._.. _ OPE INGN — — -- — — — — — — — — -- — — — — — — — — -- — — — — — — — — — \ / EXISTIN POST 1 / -- ----- -- - - - (2) 13/4" X117/8" LVL (2) 13/4„ X117/a" 1 / FLUSH FRAME BEAM LVL \/ X i COORDINATE OPENINIG --- / \\ DIMENSION WITH INTERIOR DEPTH OF TV LIFT CABINET. / 1 KEEP LIFT AS CLOSE TO / \ FOUNDATION WALL AS POSSIBLE ALLOWINGLL PERMIT AMENDMENT 10.24.16 ENOUGH SPACE FOR / \' Al ADDITION PERMIT SET 04.15.16 INSULATION. SEE SHEET A-302 FOR DETAILS I HOBSON ADDITION OCEAN VIEW AVENUE j FISHERS ISLAND,NY I ----------- i I I- i i �,?,�-D A�Oyo IT ..OF Nc�rl KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 x N N W N W FIRST FLOOR w FRAMING PLAN Q z 01 FIRST FLOOR FRAMING PLAN I p 1/4' = 1'-0' S-111 PROJECT: 252 U NOT IN NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL TIMBER FRAMING NOTES: LEGEND ° CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) p0 WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: U 0 SIMPSON H10 OR H2.5A 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi AND NEW ROOF AS REQUIRED. Ev=1.9X106 psi FOOTING 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE � o 1'-O" 1'-00 °°o X11 FOUNDATION WALL a z o F o �I EXISTING FRAMING BEAM POCKET I TO REMAIN I IJI I ® II J x INDICATES I LOCATION OF COLUMN LL- II ' RIDEo D I _ _ - _ ' •_ _ - _ INDICATES EXISTING TO REMAIN N N II L = -- - - - - 134 2F" GL NF ON I o I 5Y4" 5Y4" PSL POT 1 TO ;UPF RT EAC F 1 B M END 0 DG : I I I , - I ' �-I I I a : I 1 I I o «„ 1 o I , N „ I I X « N , I —— —— — I , <I I . I I r II I ii L I I ` I "I " PERMIT AMENDMENT 10.24.16 I : I 1 1 ADDITION PERMIT SET 04 15 16 � 1 HOBSON : , I : , i ADDITION I ,I OCEAN VIEW AVENUE FISHERS ISLAND,NY I : 1 D -L - +7 IL---------------------------- L-------------------------- J KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 c� N N W ROOF FRAMING PLAN W W x VO Q z J 1 ROOF FRAMING PLAN O J 1/4' = 1'-0' S-.1 1.2 PROJECT: 252 a SHEET DESCRIPTION a A001 TITLE SHEET A002'• GENERAL NOTES A020 SITE PLAN ` � , .�(�� 3.f'.{ �? NE)";!'v �,.i. TC r"�o CR':: } ..., VC_— �'1,,7 C...1 F Q U 1 R E).J �'� ,... ( i✓, 1'J.'L._, lJ� w A030 DEMOLITION PLAN- BASEMENT v';z ,- W A031 DEMOLITION PLAN- FIRST FLOOR r..: FU FOP, AT �+ ';G"'�. f;�'•','1 .^)�1 tji�' FG`t THE n^ r A100 CONSTRUCTION PLAN - BASEMENT _ F;rGU;^�G -� A101 CONSTRUCTION PLAN - FIRST FLOOR +~ - ` ( � col�C��ETe `µ~ m-- z �,--'`I ,�i FRE r".!`J F. f=LUfd":`:31`<C m�,• c.. 1 A102 CONSTRUCTION PLAN - SECOND FLOOR O �, : Cl A103 CONSTRUCTION PLAN - ROOF c ":l_ - CO'aSTRUCTION MUS CON, LETT: FOR C.C. SHALL �''""=FT Tt-{ A201 EXTERIOR ELEVATION - NORTH F:E QUIRF!,"7f'JTS QF THE COGES GF NEW A202 EXTERIOR ELEVATION - WEST A20 EXTERIOR ELEVATION - SOUTH `r'O�%\ STtJT tJOT lUCTI N EPEE FOR OCCUPANur � OR GL.�!Ci a G!� CC�Ju i IiUCT10r1 ERRORS. A204 EXTERIOR ELEVATION - EAST IS � ,��U�"' WITHOUT CERTIFICATE A4011 WALL SECTIONS A4311 CONSTRUCTION DETAILS PLUMBER CERTIFICATION OF QCCUPAN� ON LEAD CONTENT BEFORE A5011 WINDOW SCHEDULE CERTIFICATE OFOCCUPANt-Y SOLDER USED IN WATERL ;7-. °T CANNOT ... SUPPLY E100 ELECTRICAL PLAN - BASEMENT SYSTEM C E101 ELECTRICAL PLAN - FIRST FLOOR `j EXCEED 2110 OF 1%1.EAfl. _ P101 PLUMBING DIAGRAM S100 FOUNDATION PLAN PLUMBING �,LL PLUMBING WASTE RETAIN STORM WATER RUNOFF S1011 FRAMING PLAN - FIRST FLOOR gWATESLINESNEED PURSUANT TO CHAPTER 236 S102 FRAMING PLAN - ROOF TESTI NGBEFORE CDVERING OF THE TOWN CODE, ADDITION PERMIT SET 04.15.16 HOBSON ADDITION OCEAN VIEW AVENUE FISHERS ISLAND,NY \41IrG Af c Com' "" 02C?)' �-*- � OF KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 M T L u T ON E ["i iE 0 '1'\\' R A D "mt M TAX MAP NOm 1000, SECTION 009, RL CK I lf LOT N >��NS VIE V V A VENUE N W W FISHERS LAND, NY TITLE PAGE W x _ a z o /® PROJECT: 252 /'' GENERAL NOTES CODE ANALYSIS 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. H O BS O N ADDITION - FISHERS ISLAND v 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING USE/OCUPANCY: R3 (SINGLE FAMILY) w RIDGE: EXISTING TO REMAIN TABLE CODE OF NEW YORK STATE. ( CLIMACTIC AND GEOGRAPHICDESIGN CRITERIA TYPE OF CONSTRUCTION: TYPE 5 v 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE DESIGN CRITERIA: PRESCRIPTIVE Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshield BUILDING CODE OF NEW YORK STATE. FRAMING MATERIAL: DOUGLAS FIR #2 Snow Wind Speed Design Frost Line Design Underlay Flood Load (MPH) Category Weathering Depth Termite Decay Temp Required? Hazard 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICIE, IN THE AMOUNT OF $2,000,000, THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW Moderate Slight to AND WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD 45 120 B Severe 36" to Heavy Moderate 11B Yes N/A x SUBCONTRACTORS. FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. H 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. z SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR To TABLE 402.1 .1 z INSTALATION. LATERAL FRAMING AND SHEAR CONNECTIONS: INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES INCLUDED. CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL O REQUIRED INSPECTIONS AND SIGN OFFS. ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, SPACE 7, AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT UPLIFT CONNECTIONS: R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. ALL ROOF To WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.313 OR 3.3 IN THE W.F.C.M. , b CONSTRUCTION NOTES 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS 4 0.35 0.60 38 13 5/10 19 10/13 10, 2ft 10/13 SPECIFIED IN TABLE 3.3. 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS RAFTER/TOP PLATE CONNECTORS: AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER To TOP PLATE CONNECTOR SPECIFICATION: 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE. BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY RIDGE SIMPSON LSTA 24 @ 16 O.C. GOVERNING AGENCIES. AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION RIDGE STRAPS: HIP RAFTER SIMPSON LSTA 24 © 16 O.C. SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT To THE RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. RAFTER TO STUD/TOP PLATES HTS 28 @ 16 O.C. ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH OVERTURNING RESISTANCE: ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. RAFTER TO HEADER HTS 28 @ 16 O.C. EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF' SPECIFIED HEADER TO JACK STUD LSAT 18 - 2.5 FT 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE FASTENERS TO EACH POST. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS @ 6" O.C. MIN. U.O.N. DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE 'U.O.N. LSAT 30 - 3 FT 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE MSTI 48 - 10 FT SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING: MSTI 72 - 16 FT 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 @ 16 O.C. QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR EDGES AND 12 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 STUD TO SILL SIMPSON LSTA 36 @ 16 O.C. IN ACCORDANCE WITH THE SPEC. HEREIN. OF THE W.F.C.M. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS WALL SHEATHING: AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY SHEATHING SHALL CONFORM To APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE CONTRACTOR'S OPERATIONS. EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2k" LONG MIN. WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. NAILING SCHEDULE: (FROM WFCM) EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. INSPECTIONS AND SIGN OFFS. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, FLOOR JOIST BRIDGING: VENDORS AND MATERIAL SUPPLIERS SHALL REFER To ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER ADDITION PERMIT SET 04.15.16 THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE FLOOR DIAPHRAGM BRACING: INFORMATION OCCURS ON THE DRAWINGS. BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR To FLOOR FRAMING CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP 1� p�+ A THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE WOOD STUDS: HO'BSON ADDITION PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP OCEAN VIEW AVENUE INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE FISHER'S ISLAND,NY 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND STUDS SHALL BE USED IN ALL WALLS. COLLAR TIE To RAFTER (FACE-NAILED) 8-8d PER TIE EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. TOP PLATES: 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND AND/OR RECOMMENDATIONS. THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, LOAD BEARING WALLS. RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END ��ED ARC INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ` ylT TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. TOP PLATES AT INTERSECTION FACE-NAILED 6-16d JOISTS - EACH SIDE : P . 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY RESULTING TRASH. STUD TO STUD (FACE-NAILED) 3-16d24" O.C. ��. 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL LEGEND 4 ��r MATERIALS AND COLOR/FINISHES FOR 'ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. PROPERTY LINE 1 PARTITION TYPE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD - - CENTER LINE 5-16d PER 2 X 6 STUD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. KINLIN RUTHERFURD ARCHITECTS, PLLC COORDINATE WITH OWNER. 6-16d PER 2 X 8 STUD 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING HIDDEN, FUTURE, OR EXISTING CONSTRUCTION DETAIL REFERENCE BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 BLOCKING FACE-NAILED 3-16d (1,2) PER FOOT NEWYORK,NEWYORK 10018 FAX (775)582-1736 ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. ( ) 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION 102 EXTERIOR DOOR TAG JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. 01 BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END A211 SECTION REFERENCE 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING WINDOW TAG BLOCKING TO JOIST TOE-NAILED 3-8d EACH END OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS 102 ( ) ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK M HVAC DUCTWORK ECT. ELEVATION TAG N 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE INTERIOR DOOR TAG LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE CD O1/A-201 EXTERIOR ELEVATION JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST N DRAWINGS. C w 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST GENERAL NOTES WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND t REVISION CLOUD RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. 01 RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT z U 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK 004 SHEET 02 INTERIOR ELEVATIONS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING A-002 o BEING DONE. WALL SHINGLE 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 03 PROJECT: 252 385'± TO EXISTING wWATER MAIN / SINGLE FAMILY RESIDENCE \ (MUNICIPAL WATER — ON SITE SEPTIC SYSTEM) E1� NOTE TO CONTRACTOR: 1� N , ` SAVE ALL TREES ON THE PROPERTY AS N 721.67 \ �Q Gam/ SHOWN ON THIS DRAWING. CONSULT WITH ARCHITECT IF ANY TREE REMOVAL IS Z W 2948.12 REQUIRED FOR LOGISTICAL PURPOSES. z BENCHMARK IRON ROD 12" MAPLE ��C �� �� FINAL LOCATION OF 3 HOSE BIBS AT REAR ELEVATION = 65.65 740f IAN AVE. O SJ \ � PROPERTY LINE TO BE VERIFIED IN FIELD N 10 EQUESTR 6" MAPLE p1 ROCK c' PROPOSED _— s2 -_/ x ELECTRICAL /'-- x F S� TRANSFORMER 64 LOCATION // N86'27'0 "E \• /�� x STONE DRIVEWAY -- - -- j /66 / 12" PILE \ S� s PLE �J 10" M 56 \ PLE 68 U, rgyp. ,�'� °,�� ` ^i ISTING BOULD RETAINING LL \ o 2TING STONE WA WAY \ NIF o ,� I cp._ o•. RUSSELL E. PLANITZER MUNICIPAL WATER— ON `013 3 ( TES 0 - - _ \ SITE SEPITC SYSTEM) MONUMENT _ (FOUND) ROCK EW D I U EXISTING _ _-' o \ 2p, / i i ---- FFE 69 —0 01. 12" CHERRY I ° UILDING SETBACK 10 LINE (TYP.) - - EXISTING STEPS I i x LEARING LINE 12" CHERRY EXISTING EXISTNG BOULDER ° HOSE BIB DECK — ry' x RETAINING WALL / ADDITION PERMIT SET 04.15.16 c; HOBSON ADDITION OCEAIN VIEW AVENUE FISHERS ISLAND,NY 12" CHERRY o 60 �+ HOSE BIB / N/F HO E BIB 25214 LUCINDA HERRICK & GUNTHER STROTHE ��fD ARcf -/'/ „W 380.14 (VACANT LAND) 5�J��D. S7 9..23'41) 1 x e , / 56 x �Ch ? P / r—' 128.p0' ' 12" POPLAR MONUMENT ' (FOUND) 16 ' z' KINLIN RUTHERFURD ARCHITECTS, PLLC N/F TENNIS 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 LUCINDA HERRICK COURT NEW YORK,NEW YORK 10018 FAX:(775)582-1736 (VACANT LAND) ' THIS DRAWING IS BASED ON AN ORIGINAL SITE SURVEY PRODUCED BY CME ASSOCIATES ENGINEERING, LAND / SURVEYING & ARCHITECTURE, PLLC cn - rq / GE N SITE PLAN lz W / 1i16• _ ,-o• 01 E PLAN a /z A-020 0 PROJECT: 252 / DEMOLITION LEGEND a H ® EXISTING WALLS U TO REMAIN W H C EXISTING WALLS x TO BE DEMOLISHED U Q w W x h z z 0 N - - - - - - - - - - - - - - - - REMOVED FOUNDATION STONE VENEER AS NEEDED TO ACCOMMODATE NEW FOUNDATION MECHANICAL ROOM - - - - - - - - - - - - - - - - - - - - - - - - - - 10 CL - - - - - - - - - - - - - - - - - - - - STORAGE STORAGE ---- UNFINISHED BASEMENT ADDITION PERMIT SET 04.15.16 FUTURE GARAGE BATH HOBSON ADDITION OCEAN VIEW AVENUE FISHERS ISLAND,NY - - - - - - - - - - - - � REDAp` — — o \� JOE p, y��� EXISTING PLUMBING ROUGH-INS ALREADY INSTALLED (TOILET, LAVATORY, BATHTUB) KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 M X cel �1 W N DEMOLITION PLAN W W . x N z oO 1 BASEMENT FLOOR PLAN A-030 PROJECT: 252 U DEMOLITION LEGEND U EXISTING WALLS TO REMAIN U C EXISTING WALLS TO BE DEMOLISHED Q W x CG z z 0 REMOVED EXISTING SIDING AND TRIM AS NEEDED TO ACCOMMODATE lb NEW ADDITION POWDER EXISTING WINDOW ROOM GAMEROOM F TO BE REMOVED AND SAVED FOR RE-USE � I EXTERIOR DOOR O ZL - - - TOBEREMOVED HALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AND SAVED - - - - - - � POST ENCLOSURE TO BE REMOVED I � °W � CL PORTION OF EXISTINIG SCREENED PORCH - SCREENING AND FRAME TO BE REMOVED �\ //TO OFFICE mw SCREENED PANTRY - PORCH I LIVING CL ---- W MUDROOM/ ADDITION PERMIT SET 04.15.16 L ----- BREEZEWAY LAUNDRY L HOBSON ADDITION �r/��� ENTRY " __1�I OCEAN VIEW AVENUE I DINING FISHER'S ISLAND,NY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - J Sj. , KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582.1736 c� N cV W N w DEMOLITION PLAN W x z N 01 FIRST FLOOR PLAN 1,4' s A-03 .1 PROJECT: 252 TABLE 402.1.1 CONSTRUCTION LEGEND INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT pW 0 NEW CONSTRUCTION H wCRAWL EXISTING WALLS CLIMATE FENESTRATION SKYLIGHT CEILING WOOD—FRAME MASS FLOOR BASEMENT SLAB TO REMAIN ZONE U—FACTOR U—FACTOR R—VALUE WALL WALL R—VALUE WALL R—VALUE, SPACE R—VALUE R—VALUE R—VALUE DEPTH WALL sD SMOKE DETECTOR R—VALUE CO CARBON MONOXIDE DETECTOR 4 0.35" 0.60° 38 13 5/10 19 10/13 10, 2ft 10/13 ® EXHAUST FAN HB HOSE BIB W H NEW ADDITION FOUNDATION. z REFER TO STRUCTURAL DWGS z FOR DETAILS 0 0 o e 01 del INSTALL %" SHEETROCK ,� e . _ ��p` 11,,E ION EXISTING WALLS L — CRAWL �j�°^ AND CEILING FRAMING SPACE �� INSTALL NEW FLOORING — — — PROPOSED I MECHANICAL ROOM THROUGHOUT BASEMENT ilk CLe EXISTING °° - - - - - - -e°� - - - - - - - - - STORAGE —® — EXISTING M SCREENED PORCH - ABOVE STORAGE --- INS:- EXISTING EXISTING — FAMILY ROOM --- - EXISTING —— — ADDITION PERMIT SET 04.15.16 EXISTING BATH �y UP GARAGE EXISTING SEWER EXISTING EJECTOR vw� HOBSON ADDITION PUMP O OCEAN VIEW AVENUE FISHERS ISLAND,NY /yam 0 0 0 - - - - - - - - - - � o ppg nx ,, 17,;' j INSTALL FINISHES ON EXISTING BATH WALLS AND PLUMBING FIXTURES AS PER EXISTING DECK ABOVE FOF= , v+ ROUGH—INS EXISTING INSTALL NEW PAINT—GRADE NETRY ASSHOWN � - - - - - - - - - - - - � KIINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 d' M N N W N CONSTRUCTION PLAN W W z N 0 1 BASEMENT FLOOR PLAN O A-100 PROJECT: 252 v NEW UNDERMOUNTED TUB INSTALL PAINT-GRADE NEW ICE MAKER TABLE 402.1.1 CONSTRUCTION LEGEND a CABINETRY IN WALK-IN CLOSET INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 0, NEW TOILET AS SHOWN NEW DISHWASHER 0 NEW CONSTRUCTION w NEW SHOWER CRAWL EXISTING WALLS BUILD WALL AT EXISTING EXISTING SINK ROUGH-IN CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE TO REMAIN NEW FRAMELESS SHOWER WINDOW OPENING. ZONE U-FACTOR LI-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE WALL SD SMOKE DETECTOR ENCLOSURE EXISTING BEADBOARD TO BE INSTALL PAINT-GRADE R-VALUE R-VALUE R-VALUE DEPTH CO REPLACED ON ENTIRE CABINETRY TO MATCH KITCHEN R-VALUE CARBON MONOXIDE Q DETECTOR NEW PAINT-GRADE VANITY POWDER ROOM WEST WALL DETAILS AS SHOWNb WITH 2 SINKS 4 0.35 0.60b 38 13 5/10 19 10/13 10, 2ft 10/13 ® EXHAUST FAN NEW RECESSED MEDICINE NEW WINE REFRIGERATOR HB HOSE BIB z 21'-9�' CABINETS // / 4'-7„ 12'-1 2„ 5'-034„ NEW REFRIGERATOR z z 103 102 0 O - 4 9'-0" - - - - cv II _I 2 5'-0$1 2' 0" F - WALK-IN 10 IMA ER i CLOSET - - - - r ATH I ` PROPOSED ROPOSED It�� 102 r- 103 -- 9' ��- - - - - �� o 1\�i `1 I ow __ I — — NO WORK TO BE DONE I '— `''' 103 '`� 102 OWDER BAR 1 NE EOXISTSNGFHOOR,ALL AND EXCEPT IN -- 2p-10" 10'-8" 2'-10 GAMEROOM I POWDER Roots ROOM 2 -1 - - - - - EF EXISTING L — 4„ 4„ EDCID - - n � INES' EXI TNG � � 10 ASTER '� T BEDROOM N PROD I CL POSE T - --- - ----L-- L---�--I N 101I - �� /� \/ KITCHEN __N__ OFFICE \ 0/' /� EXISTING 17'-0"IL -J0 F_ El _ _ _ ----- - - - - - - - - - - - - - - - - - - 7 F i--- - Mw - 101 Ilk " 9 -034 8'-6" I SCREENED 3 -7y2 ' L--_�____I— J I PANTRY 17'-6"3/4 PORCH - EXISTING I i EXISTING --- LIVING EXISTING CL W 13 - - - - - MUDROOM — — — — ———— D LAUNDRY ADDITION PERMIT SET 04.15.16 L = _ = - � - BREEZEWAY EXISTING UP ENTRY HOBSON ADDITION — -\� DINING N VIEW ISLAND,AVENUE EXISTING OCEAN RS NY EXISTING `� I - - - - - - - - - -1 �REDF,Rc c3ki Ell 4T ., . I* DECK EXISTING OF KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 M N N W CIO N W CONSTRUCTION PLAN W N 01 FIRST FLOOR PLAN ~ I A-1.01. x PROJECT: 252 U TABLE 402.1.1 CONSTRUCTION LEGEND a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NEW CONSTRUCTION H CRAWL EXISTING WALLS CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB TO REMAIN ZONE LI-FACTOR LI-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, SPACE x SD R-VALUE R-VALUE R-VALUE DEPTH WALL SMOKE DETECTOR R-VALUE CARBON MONOXIDE NEW ROOF C0 DETECTOR ENGLERT ARCHITECTURAL/ 4 0.35' 0.60° 38 13 5/10 19 10/13 10, 2ft 10/13 ® EXHAUST FAN RESIDENTIAL MTL ROOF SYSTEM - 1Y2' SNAP HB HOSE BIB w LOCK PANELS TO MATCH EXISTING x z z r- ---- ---- ---- - -- --- ---- -------------- ----- -- EXISTING ROOF I I ' I j IE I I I I I I I I I I I I I I I I I I I I r- .. I I I I I I I I I I I I L- --- ---- NO WORK TO BE DONE ON 2ND FLOOR I I I I I i HALL BATH 1 IEXISTING I EXISTING I i! I I DN CL I CL --- ---- ---- ---- --- --- ---- ---- ---- --- !i57 B TH 2 CL -- - CL LINEN ---- --- CL EXIS ING BATH WAD I - I l j I q -- - MASTER ;i BATH -- - EXISTING3 I I I __ L`J I i I I -- - MASTER i it BEDROOM BEDROOM 2 BEDROOM 3 -- - ExIsrlNc ADDITION PERMIT SET 04.15.16 BEDROOM 1 EXISTING EXISTING _--- I HOBSON ADDITION I I I I OCEAN VIEW AVENUE I I FISHERS ISLAND,NY w------------------ ----------- --------- �---�,-- " TERRACE EXISTING 1, --------------------------------------- I CD AR I � ti _ r I i - -- -- - L JJ w - ,i,". �L s��� 29 �O SOF KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 M N N W C� W CONSTRUCTION PLAN W x z N 01 SECOND FLOOR PLAN U 1/4• _ �. A-1.02 PROJECT: 252 u TABLE 402.1.1 CONSTRUCTION LEGEND a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 0 NEW CONSTRUCTION CRAWL EXISTING WALLS CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB TO REMAIN ZONE U-FACTOR LI-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, SPACE x SD - WALL SMOKE DETECTOR R-VALUE R-VALUE DEPTH R-VALUE CARBON MONOXIDE Q NEW ROOF CO DETECTOR In ENGLERT ARCHITECTURAL/ 4 0.351 0.601 38 13 5/10 19 10/13 10, 2ft 10/13 ® EXHAUST FAN RESIDENTIAL MTL ROOF ` SYSTEM - 1Y2" SNAP HB HOSE BIB w LOCK PANELS x TO MATCH EXISTING x z �J z --- ---- ---- ---- --- --- ---- -- - ---- ---- - o I I N I I I I ii I I I I I I i I I I I I I I I I ' I j I ------ L--------------� ---•�--- =--- ---- �----- ------ - - --- --------- - -- ---- - —EXISTING ROOF r 1 I I ii I I I i I I I I I I I I II I I i -------------- — __ — -- — -- -- -- ------------ , — --- ___ — --_ — — — — —"-- — — ------ -------- -------- --- ---- --- i I I I I i! • ii i ii I it j' I I l i' I I u I I n jI a it g I, E I: ii I ! II ii 1: I 1 it I i • ( I I ii 'I I ii I, i r. F-1----F–T-1---- F___ ---- --- ADDITION PERMIT SET 04.15.1 I 6 G u jl I I .. I , H OB N D SO ADDITION ON I I OCEAN VIEW E AVENUE :! is FISHERS ISLAND NY n it I ; 'I I b ii i' !i I r I D A <� ,'- � 'i L-- --- --- ------- -- -- - 6) J / it OF NE\^� KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 c7 x N N Lia W CONSTRUCTION PLAN W x z N 0 01 ROOFaPLAN A-103 PROJECT: 252 U W ' W A.. U W H x U Q Q wD C4 W ' x H x x z z 0 0 01 A401 _ I I I: J is ENGL R E T ARCHITECTURAL/ L ii I I' 1—j— RESIDENTIAL META S L ROOF Y STEM I i I 1Y2 SNAP LOCK PANELS ii I, I• TO I MAT X i CH EXISTING I' 71 IE I I I: I i !i L' j EI i u ,I j I is 1 it 1' p i is is I: ii is I' is I i. ii ; i I: li it i' ii li it •, !. ii �i. .. J i'. is i !i ii — •', ', is .i i .' ', � i — _ _ _ _— — — ii i r _ — -- - -. - ___________ ... : i•', ,i 'i ? .. :' ii is :, :. ', i '',' it i'. r is ;, ii —— ——— ———— ————————— — — —— ————. ._. '','! I': is :i1 1 •' ii i; i .'. '','', i iS ii ......................_..._ ._... «....... ........_...,.. .....,...._...........,..........-_.......... ........,....... .......... ...........,,.. .... .. ...... .,........ ............._. . .......... ...., .... ',' :. ., ', :: ;; it ;: ;: :: ',i ', ———-----.. ':I Ell ........................................_......._...._._..... 202 .._ ....... ......................._...................... ....... _....... ............ . .. ... _....... _..... . .. _.... ........ _.: —— _._..:....:.. eeo zj—z _....__._.._.._..........._....... .. _ _ — - -- — — — — — _ — 777— Ell ADDITION PERMIT SET 4— — 0 .15.16 ... .. .... - _....._._..................«. ——— —— ——— __._.... ...........-.._......._...._..............................................................._.._.. . ......_......__..._......... ......._.................-...... - - - _ - - 1 A - - —... - —77-777 - .: - -- I - -- ---- - _. _.... ........ .. . I I - I HOBSON ADDITION I _ _ - - - _ - I — . .....- —. .._ ... . — CEANI VIEW AVENUE _. FISHERS IS Y i .........._.._... - _....... D N —71:7071 _......................... 102 103 ............ «.........................._............. _.. ...::...::.:.....- _.._..._._.. ......_._..._..____-...___.._._ _. ..... 77 - .. ..._ - ..........................................._4--A....__...._......._....__._..._...-._.................... ..............._......_...._...__..............._........... .... ......_..............................................................._.__............ _.............-............_....... _......._.._._......,._._................................ ... . _. ............... ___._..__................................._... ................ ... ....... --- _......................._._.........................._..._.._.___.._ _.........._..... R Ax - — Qi ty — — — — — ' — _.-. .. — _..... —— — — — --- — — — - --------------- __ __ I i .-ate • . .--..,.. /III .. ; i .— I I I — 7 —1 _- I ..: ..: -- --___ I I I CEDAR CLAPBOARD TO MATCH EXISTING KINLIN RUTHERFURD ARCHITECTS, PLLC ——— — —————————— ——————— 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 r------------------------------------------------------I—�------------------------ --- --- NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ------------ ----------- --- -------------------------J PAINTED AZEK TRIM DETAILS I r —1 f TO MATCH EXISTING. r---J r1————————————————————————— I r—— L------------------------------I 01 A401 M Ax N �1 W N W EXTERIOR ELEVATIONS W x z Li 01 NORTH ELEVATION p I /a• ,—o• A-201 PROJECT: 252 �D rq .......... .... T.O. RIDGE .............. ELEV. 31'-9)/4" T.O. RIDGE ELEV. 29'-63/a" .......................................... .................. ................. T.O.. RIDGE -- --------- --- —- ---------- - —---- —- ----- ELEV. 24'—A4" ENGLERT ARCHITECTURAL/ RESIDENTIAL METAL ROOF SYSTEM . .......... -1)/2" SNAP LOCK PANELS .............. ... TO MATCH EXISTING ............ ... . ........... ... ... ............. .. ............. ............... ........ CEDAR CLAPBOARD TO MATCH EXISTING ............. B.O. CEILING ......... ..................- ...... --W—ELEV. 18'-0'--- .......... .......... .... ................. .......... ........... ................................ PAINTED AZEK TRIM DETAILS . ........ " ................. TO MATCH EXISTING. ........................................ ............ ............... ..... ....... ................. — ———————————7 "re ................................ ------0--SECOND FLOOR S.F. ............. .................. .......... ..........- ELEV. 1(Y' -------------— ...................... ..... -- ---------- ADDITION PERMIT SET 04.15.16 ............... J -----------— B.O. CEILING ........................ .. ..... ............................... .... ...... ........................... . ...... .......... ........... J.11l 7 ........... . .............. ADDITION WINDOWS RID HEIGHT/ . ............. 7 ADDITION -'V ELEV. OCEAN VIEW AVENUE FISHERS ISLAND,NY ................ .......... ......... .............. ............. .i.:. . .. ....... ... ..... .. ........ .... .. ........ ..... ..........................-................ FIRST FLOOR S.F. ?:ED AR 0'-0" ELEV. �j ---------- T.O.--,,DE-CK-- ZI, ELEV. —0'-54" I T B.O. CEILING !7 ly4' F— — -------1—T------------- L——————————— -------- —————————————- KINLIN RUTHERFURD ARCHITECTS, IPLLC T.O. BASEMENT SLAB 'q7 ELEV. —10'—Y8" F 7————— 330 WIEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 L L NEW YORK,NEW YORK 10018 FAX:(775)582-1736 EXTERIOR ELEVATIONS W 01 WEST ELEVATION 1/4* - V-0' -A-202 PROJECT: 252 U a I . w . a H u w F- U P4 d w w x a z a z x 0 N 0 02 A401 ;.. i .11-' i .: I:: 1 ,.... '. ; .. .. : : I ; - - - - - - - _. . -. 1.111.. _ - -- -- -- ------ - 1111 - - - - 1111 - - ----- .._ - - - - -- - --- : : - - - - - it 11 . .. : I' •• it .. .. .• ., I .• .. .. ,. .. ., .. .. is :.11 : :: 1. !: ENGLERT ARCHITECTURAL/ i :; it1. TA RESIDENTIAL ME L ROOF SYSTEM is 1 SNAP LOCK PANELS Y 2 .. TO MATCH EXISTING h I 11 . is li .. i I I I{ i; I, I I i i is is .• .. i` ., .. .: it :1 • .. • •. I' •• I I. :I ,' i. L i. I it 111 i ii 11 li ., l' : i :i It I, I -- - - ._. . - -- -- -. it I it ii', - - -----. .. -1 ---. - : _._ ._.. .-_ - - � - - -- _ --_ - -- - - - - - - - - - -- - 1111 - - E ;� � � - ----- -- -- -- --- -- -- ".11.11_.. _.. .111.1 _- - , .. - - - - - .. :� i z �: i t :� :� �: - - I : �: i: ; _;. y. - - I, .i li .... .1-1. ............._._.. 1111.. -- -- .._..._- ..... .......-..-._.--. ........ _..._...........,... ............ .-- ...... --- - ---- .. i :I .� �. �� �. ,� 1111 --- -- _ - _ �.. I I :: :: : :: :: :: i - - - -_._ .. . .....- 1..11.1 - - .. :: !', :; :: : .. I t ..................._,._«..._... ..1 111...11.11.....I.... 11.1 1.. : :: �: :: : �: :� ;: :I �� ;; „ i; ...,.._.... .111 .1.. _......._..... ...... I :; ; �i �: ,. :: :: I' : _ _:........... : �: ;; .. I : �� 1 i i: 1 t � - _ i «_....._._..........._......... .I : �� : �� :� : t ; i i � : : :: ; i: i .:: --- --- --;�- : : �: I I 1 : ;; :; :::: :/ :' -� :;;; .......1111...... .. 1-I..... .... I--I--..:.... .. .111 1....... ...: 11- . . ..... .. .1......1.11...... _...1.11..1..... ................................... I - -:: :::: I I I I I.: : :: 'j ! : I' ';i - .1111... �� .. I I �� �....... ----- -� :I :� I I I I I I I � ! .1.111... -�.1....��......................... -.-1.�-111.«-..._......_.. :: 1 1 :� .. t t : :: :: : �: :! �: :; t :: i i I �: � :: I: � �: :: i; t :: : .I :: 1.. :: :: ;; i € i � ... .1.- --�I I.. .. 1. ..1 1.1..1 .I.......I ..,....... 1. 1111.. _................. � ! 11.. I: �: � � �� .I. 11..1.-11 I.,. .,.. : ; : i I � : : :; I-1.�I". :: i ! : : :: ;q :: � ��: : :: 1 5 : :: ; : 1 i -11..I1..11..1I.1 I I I ..I. -I :: ;;�: :.. : I 1..,..,.11..I I I 1.11..."I I". I � .� � � � I I � . � ���-�.! I I....�--I 11 I�I I I I�I.I 11,,.,11 I...I I..I.I I.I I�1.1-111.-1-........�,-,-. � t .....- � : � :: : : :: -'.�...�....�.... I I I t : � : I i : �;� :: -11 ; �: fl t I :: i ;; ;, °. i ' : : ;; ;; .. _. ...... _....__..... ....1. .I j ;=T=:� I ! i i ! ij LI - - : :: i� I I � t: : . �: :; 11 11 - Ii i I ;. I I - : i', I; I :it : � :� :it ; � . : : I LL ::...:. ...:.: 1.1.11........... ,....... .. .. 111..... .....1. ..........................111 --1.- __ 1..1.11.1.._. ..............111,..._. ... ...... .. I � : j ; i I - - „ . - - - ....... .. .. .. ................................... ...11.11............ .... .1.......1...11....... ..... _. .. 1111 . . - - - I : - - --.. ...- - - . .11 - ., : - -. ... .,./ .1.111._ _ -- - - - I- - -.._ .. --,- - - 1.111. 1111 -- -- - _. _. . - -- --1- - --- ADDITION DDITI N PE /. _. _ ::. 0 PERMIT 4.15. 1111......._.I'll, .... ....... ... ............_...1._ ._...........1........................... 0 16 . -_ /. . / Q ;;.1111_. 1111 1111 .. . .._.__. . ; :: ... ./ /_ „ , :. - - -1111.1111 - 1111 -_ - - - - - - - - - - - - 1111-- -1 . ..:. ...� �_. �_ _ ,. .�_ _._._/,. ., 1111 - - - .. ___ _ - - 1111- - - -1111 -- 1111 - - 1111- - - - - - - - - - ...- - - - :1111 - 1111__ --1111 1111- 1111 1111--- __ 11.11_. _ 1111 _ __._�. _ .111.1 1111_ __ _ _.� �: ;- - - - 1111-.1.1.1.1._ .. 1111.. -- - - -- - - - - - - -i1111 1111-- _- -- . 1111 - --- /. ;i - - .... -- --- . .. is li i. t. T I ; I . 11.11 _ _. ._. _.........._._- . _- -1111..-- --.-- - - -.. - 1111 1111 �-.. __ _ ... 1111. _. �- _ - I - - _ ..-. -- ...-.--1111.-...__ I-.a I � _- _. _ __._- .1111__ __.......__ __ ._ -�,.�1... ._ - .,.....,_,. _. ..�.. � , - 1111 __ ..,__� - - .1.1.1.1__-- { .... � -.,,. > � ., -1111 _._.. _ 11.11.,_ __ ____ ...__. .. 1111 11.11 ., _._ 1111 ... .., 1111_ 1111 -1 -'Y _-.. � f-,. .._• .1111 11 :111111...-. 1111-{ __ -`.-11.11_..I- ."--1'- --_._.._ ... .......... .....r...-:�..__ 1111-_ -_ '." - ............ ._._ .._ _ 1111... 1111.. ..._.. .. .. 1111- � i .,..,,.:...................- - _ 1111 _- .11.11 _. _ .1111. _. _ _ ADDITION .. / ..... ........._ 11 �,; II , 7 i i OCEAN VIEW AVENUE - -... . . . /' -,;,: // ... ." - i 3 ! i ' i ...-.. ... I FISHERS ISLAND,NY / / /, ,: I I _.. .......... , ___ I 111«_..1...-,,.-... LL .......111. .... _. ., /,. i.. 1111.1111 .._ ..1111----- - /' - _ 1111- - ----- 1111 - � ... -1111- 1111- ............. -�� �', _; / � - - 1111 3 1 1.111... 1111.. 111 1. 1 111 111.1..,.-.1.17..1. , / . / : : i - / .. . 1111-...1111. /1111, 1111: I i i ; u EL .. - 101 `/ 1111 r /"1111,/ - j . h -/:i .�. /.:y... -1.1. 1111 1111 ......... .. .....,..._..... .1111._. ........ 1111 - 1111- - - I .1111. ,. ... _ .. I I I � ' _ , j 1111 / ,� L j/ ..... _ I i i j -411-1.11" _ 1111 ... / , - i /� � -L I ::::;! i..! -'. 1111 './ .`' / /.:, ' , .. ............._1111 - LL ' - - - - - - - p R� AR I ; I -:- 1.1.1.1.. 11-1--. .,. _1111 .. ..'-1 -- _. .1111_ ---1.. .. 1111. I - ... - - - - .1111 _.. - .. -- - -- pE ki _-I =_._ - - ---- - - - -- -- _ - I I - - - .1111::: - �� �J �I. --- ° I - ... . . 1111. _ - __ . P. ----- -- --.--1 1.1 1 - ... ------- --- - _------ - -- ----- --- -.. .-,-,. _----- --- --- -- -------- --- - --------_----- -- ---- --._.. -. . - _-. .._ .. -11-------- - -_ _.. - - 1111 --------------------- - - - _,_ 1111 1111- 1111 1111 - - - - - 1111 ---11-------------- -. _1111-1111--------- - _ -.1111---- - -- ----------'- - 1111 1111-- 1111 1111--1111 1111 1111- - ----- - - - { a ^,/ .% '.:/ / /-.•:' ,f i .y-,�. -i, / 7 i �' i _ 1111- - - - - 3,�' / // `, /-.i` / 111/1 I �f % /1.//•. / i { ..: 11 - I I I I I I �' %" , / f. / i.' 1 // j/, f/ i LC I I I _ ✓ i -- - - --------- ------ 1111 - 1111-- 1111 1111- --a I / 1111 -- I--- - 1111 I- I I I / i i ! // /. : I I : , , _: I I .1111. 1111 - I---1111 1111--1111 1111--1111 - 1111 --- - 1111-- 1111 1111 - - :I I i i i /�i ` / / I ...I.= 11 I :✓ ; ':. I o. . 11 1 1. a.:. • I I I ' I.. CEDAR CLAPBOARD I I I I TO MATCH EXISTING j I I I I I I I 1 I .i . KINLIN RUTHERFURD ARCHITECTS, PLLC - --I -I - - - - - - 1111 - - - - - 1111 - ---------- 1111 - ------1111- - - -- - F-'--i---------------1111--1111 -1 ---------1111--1111 -1111--1111 --- L---- --- --------------------- -I --------------------------------1111--1111 loos 330 WEST 38TH STREET,SUITE TEL.(212)695-2988 PAINTED AZEK TRIM DETAILS I----------------------------I----------------------------------------- --------------1111--�--1111---- NEW YORK,NEW YORK 10018 FAX: 775)582-1736 ----------1111--1111 1111- TO MATCH EXISTING. I L__ L-------- ---- ------ ---- -------------I-----1 L.- ---- --.---.J 02 Ill- A401 M >C " fV w N V) EXTERIOR ELEVATIONS w w x - - -] z 01 SOUTH ELEVATION 0 W _ -c A-203 0 PROJECT: 252 U W W E-� U W E-� x U d W 'x F� z z x 0 0 T.O. RIDGE - - -- - - -- - -- ------ - - - - - - -- -- -- - ----- - - - --- - -- ELEV. 31'-94" T.O. RIDGE -- ---- - - ---- - - - --- - - _ ._... - - -- ------------ - -- ----- - - --— -- - - --- - - - - -- - -.. - - - - -- - - ----------- --- --- ---- ----- -- -- -- ELEV. 29 -63/4" T.O. R I D G E _ .. _. - - z„-- -- -- ---- - - - - - - - - --._.-._..._ ---- - - -- -- -- -- - - -- - ---- - - - - - -- - - ------ -- - ---- - ELEV. 24'-93/4” ENGLERT ARCHITECTURAL/ _......................_......................_......_....................... ..... ..............................- - -"- -- RESIDENTIAL METAL ROOF SYSTEM ___.._.__.. _._.::_ _. -1 2' SNAP LOCK PANELS ......... . - -- - - - --- TO MATCH EXISTING _...........................-..................................................._............................._.......................................... ...._._...._..___..... - .............................._..................................... ............................_......................_.-.......... = - - -- -= CEDAR CLAPBOARD .... .. ...................... ....... .. ....... . . -.._....._._.-- . TO MATCH EXISTING CEILING _.._.—.-� --- - -- - -------- _. ._ - ------ ... .- - - B.O. -. . ELEV. 18'-0" _._..-.. _- __ -- _ WINDOWS .RO HEIGHT_ _- ._ _. .. I _. __..___. _ _.... _. ELEV. 17'-0/8,. - PAINTED AZEK TRIM DETAILS s - - - --- .-- -- ...... .......... _ .... ................... ............. I - - _ __ TO MATCH EXISTING. i ..-....- -_ - _...__ _._._....- - -...:--_ - _7_ ................ _................._...._............................................_...................._........................_................ -- .. . - I ND FLOOR S.F. --- _. . SECO - -,--- -_ _-____ _ __ __.__._...__ -. ..--__. ._ -_.. ..__-. _ __ .-.. _ . ..-__. _ ---- ADDITION PERMIT SET 04.15.16 ELEV. 10'-0" _......... I .------ ...: --- - __ - - -.... .__ .. . - -- _ - _ --_ _ - - _ _ : -. ._.. .. . .. . ..- - :.. __ _ B.O. CEILING - - ELEV. 8'-103/4., - - - _.... - -.-._ ......_..._:-...... ---- - ....::: : _..... _._.. .._ ._ _.__.___... . _. _..-.... -- -. ___-_ WINDOWS RO HEIGHT-__/ ____._. _.. _.__. _._ _. .__ _. ___.. _ _._ .__ -.. �__ _ _....-.....__ _ -- ...___.__ H0BS0N ADDITION ELEV. 7 -37/s _ -- _ _ _ _.. -. -..-_ _ OCEAN VIEW AVENUE DOORS/WINDOWS RO HEIGHT ! _ FISHERS ISLANY ELEV. 6'-fill- 1 ...._..:....:...:::. ........._...._.... ... ....__....... _.._.._..... ..... I--_ ---- _.._... ........ I -- FIRST FLOOR S.F. _ .__._ ._ EDA C, ,3 ELEV. 0'-0" lco - _.-_ ._. .... -- - - -- - -- ------ - - - _..... � JG v /�� C-) T.O. DECK - - - -. ----- _ _ .... - _._ ._.. _... ... - - - -.._ . - -- _ _...... _ .... .............. _.. ELEV. -W-4­54" _ _-- -. _ -- -_ ___ ._ _ _ _ _ - _ _-- _ .- _------------ -- .___ _-- __.._ _...- ___-__ _ _ __. __ .. _-- -- _ - -___-._ _ _.- _ _-_._ ___ .._ -- ---------_ '/ � �_j •i I fry 1'l B.O. CEILING ; = ' ELEV. -1' 4„ �/ ` — El w i s KINLIN RUTHERFURD ARCHITECTS, PLLC T.O. BASEMENT SLAB ELEV. -10'-Ya" 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 I I I I I I-- -— d' M X N N W EXTERIOR ELEVATIONS W W x d z EAST ELEVATION 01 ,,4. A-204 PROJECT: 252 U a a p. F- U W x U R.' Q Q RC w w x E~ x z z C:) N ! 1 ! ! ! 1 1 1 I' ' . 1 1 i ..• 1 o �.. ®® ®®® ®®® ►® ! 1 o_ Z I Loloo ! 1 o ADDITION PERMIT SET 04.15.16 z00 Q4 ! 1 Z I A431 a 0 1 1 O 1 ' HOBSON ADDITION 0 1 1 D 1 1 O OCEAN VIEW AVENUE �Ipp� 1 1 r-100 Of FISHERS ISLAND,NY I O 1 ! I O I� p jp _Z Z 1110 3 LL- O A431 0 o_ -p,ED ARC A431 02 ci��� .., O A431 <c✓ ,ar- <,,a :� 1 = - --- 0291 Lnloo4 1 1 N 1 1 of �` 4F NDN 1 1 1 1 1 awe® ®® w w w A0431 Z A431 z KINLIN RUTHERFORD ARCHITECTS, PLLC O (/) 330 WEST 38TH STREET,SUITE 1006 TEL 212)695-2988 ■e ■s ®s ®®urue�� 'I ®� ® NEW YORK,NEW YORK 10018 FAX.(775)582-1736 LL co1LiLlj ar 1 ' 1 .... ` 1 O O ..._ ®mas meq► ,: m mm an m Mimi u!� .... c� N N W N W WALL SECTIONS W x Q c� OZ WALL SECTION 01 WALL SECTION o 1/2• - V-0' 0- PROJECT: 252 ! j u w a ENGLERT ENGLERT _ ARCHITECTURAL RESIDENTIAL ARCHITECTURAL/RESIDENTIAL METAL ROOF SYSTEM — Y2 METAL ROOF SYSTEM — 1Y2" ~ SNAP LOCK PANELS SNAP LOCK PANELS ICE & WATER SHIELD ICE & WATER SHIELD �D E • CONTINUOUS AT EDGE CONTINUOUS AT EDGE 30 BUILDING # FELT 30# BUILDING FELT 4 GRADE PLYWOOD 3/" EXTERIOR GRADE PLYWOOD 3 » /4 EXTERIOR 2X12 COLLAR TIE/CEILING JOIST 2X12 RAFTER z 2X12 RAFTER 2X12 COLLAR TIE/CEILING JOIST R-38 BATT INSULATION ______ ——_ I R-38 BATT INSULATION 2X12 2X12 II I (2) 2X6 TOP PLATE (2) 2X6 TOP PLATE 2X6 FRAMING W/ R-21 BATT1 __ 2X6 FRAMING W/ R-21 BATT INSULATION j , I INSULATION i (2) 2X O 2X I I � 2 5/s" GWB 0 %s" GWB `.._ ro �I. 3/4" AZEK TRIM 4 AZEK TRIM 54 3/4" EXTERIOR GRADE PLYWOOD 54" 3/4" EXTERIOR GRADE PLYWOOD 611, CONTINUOUS VENTING GRILLE 61» CONTINUOUS VENTING GRILLE 3/4" WINDOW 1`. 3/4" WINDOW ; CASING `.( 1r CASING —IN ro ro (3) 2X HEADER - (3) 2X HEADER AZEK TRIM 3/4" 3 „ /4 AZEK TRIM Y2' INSULATION Y2' INSULATION ANDERSEN ANDERSEN WINDOW WINDOW 3/4" AZEK SILL 3/4" AZEK SILL 1" WINDOW SILL 1" WINDOW SILL MIS —CEDAR CLAPBOARDS — 4" CEDAR CLAPBOARDS — 4" EXPOSURE EXPOSURE Q 4 '—INAIR & VAPOR BARRIER 4" �IN AIR & VAPOR BARRIER EXTERIOR GRADE 3/4" EXTERIOR GRADE ADDITION PERMIT SET 04.15.16 PLYWOOD PLYWOOD 3/4" WINDOW 2X6 FRAMING FILLED W/ 3/4" WINDOW 2X6 FRAMING FILLED W/ CASING R-21 BATT INSTULATION CASING R-21 BATT INSTULATION 5/s" GWB 5 1 5/8' HOBSON ADDITION �; - :. GWB 52„ OCEAN VIEW AVENUE FISHERS ISLAND,NY 4 8 " 04 WALL/ROOF DETAIL @ MASTER BEDROOM 03 WALL/ROOF DETAIL TYPICAL 1-1/2' = 1'-0' CEDAR CLAPBOARDS — 3" EXPOSURE 67$„ (ui' 0����D AIR & VAPOR BARRIER ” - #5 VERTICAL REBAR 10" EXTERIOR GRADE PLYWOOD " 24" O.C. (TYP.) 2 r f . 2X6 FRAMING 3" FROM INT. FACE (TYP.) s R-21 BATT INSULATION tP t 2X6 BOTTOM PLATE I . 10" FOUNDATION WALL V GWB WATER PROOFING MEMBRANE �OF (l4 At' STRIP OAK FLOORING SUBFLOORING j 2" RIGID INSULATION #5 REBAR R-30 BATT INSULATION FOOTING _ _ SLOPE TOP OF WITH MORTAR R-21 BATT INSULATION Y2" EX ANSION JOINT KINLIN RUTHERFURD ARCHITECTS, PLLC 1" RIGID INSULATION 1 GRAVEL » >+ ,> �— 330 WEST 38TH STREET,SUITE 1006 TEL'(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 #5 FOOTING DOWEL EA. 25/6 X11/8 TJI®360 @16 O.C. CONC SLAB BEYOND —" VERT. W/ 24" LAP (2) 13/4" X 117/8" LVL VAPOR BARRIER ALTERNATE HOOKS 1" AZEK TRIM ;_... r 4" DRAIN PIPE 2X10 PT SILL PLATE ' 5/8" ANCHOR BOLT @ 48" O.C. W/ 5" EMBED. i r (REFER TO CMECPK SHEARWALL M PLAN FOR SPECS.) 'r #5 REBAR—`- /'n EBAR w #5 VERTICAL REBAR r . N 24" 0.C. (TYP.) CONSTRUCTION DETAILS va " � 3 FROM INT. FACE (TYP.) -- w 10 CONC. FDN. WALL I— r WATER PROOFING 6" GRAV L 2 MEMBRANE „ 11" 3 10 2 #5 REBAR TYP. ALL T 0 AROUND CONTINUOUS 2" STONE VENEER 2" 2'-0" A-40 3 1 02 FOUNDATION WALL DETAIL TYPICAL 01 FOOTING DETAIL PROJECT: 252 1-1/2• = 1'-0' t-t/z' = t'-o' U a U W � NDOW SCHEDULE NOTE: NEW WINDOWS ARE TO MATCH EXISTING w x FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS 101 101 MASTER BEDROOM A ANDERSEN (3) TW3056 DOUBLE HUNG 91-67/811 51-87/8" 7/8" SDL Y WHITE CLAD w 102 102 WALK-IN CLOSET B ANDERSEN CXW14 (R) CASEMENT 31-01/211 41-01/211 7/8" SDL Y WHITE CLAD z 103 103 MASTER BATH B ANDERSEN CXW14 (R) CASEMENT 31-01/211 4'-01/21' 7/8" SDL Y WHITE CLAD a 104 103 MASTER BATH C ANDERSEN CXW14 (L) CASEMENT 31-01/211 4'-01/211 7/8" SDL Y WHITE CLAD 0 105 101 MASTER BEDROOM D ANDERSEN TW3056 DOUBLE HUNG 31-21/811 5'-8%" 7/8" SDL Y WHITE CLAD 106 N/A ATTIC E ANDERSEN TW20210 DOUBLE HUNG 21-21/811 311.0%11 7/8" SDL WHITE CLAD 3'-28" RO 3'-02" RO 3'-Oz"RO 9'-67" RO 8 -------------------------- r------------------------------ r----------------------------- --------------------------------------------------------------------------------- I 1 I I I I I I I I I I I I I I I , , 0 \ 0 I I I I I I I I I I , , I I I I I I I I I 0 i 0 0 I LY I li I i i I i i � 00 i \ i / MMOO I I I OO I I I I \ I Ln I I I I I I I I I I I I i I I I I I I I ----------------------------------- ----------------- 3 3» 4 4 C DD B A ADDITION PERMIT SET 04.15.16 TW3056 CXW14 (L) CXW14(R) (3) TW3056 SDL 8" W/SPACER SDL 8" W/SPACER SDL 8" W/SPACER SDL " W/SPACER HOBSON ADDITION 105 104 1021 103 101 OCEAN VIEW AVENUE FISHERS ISLAND,NY 2'-28„ RO F�'ED A% Q. ANDERSEN WINDOWS SPECIFICATIONS: r 1 I I >\ DOUBLE-HUNG WINDOWS: CASEMENT WINDOWS: ! ��T�. °2 � � 0 COFN'F'�' I , 400 SERIES TILT-WASH DOUBLE-HUNG WINDOWS 400 SERIES CASEMENT WINDOWS r`o INTERIOR FINISH: PRE-FINISHED WHITE INTERIOR FINISH: PRE-FINISHED WHITE EXTERIOR FINISH: WHITE EXTERIOR FINISH: WHITE GLASS: LOW-E4 IMPACT RESISTANT GLASS (TEMPERED) GLASS: LOW-E4 IMPACT RESISTANT GLASS (TEMPERED) j GRILLES: GRILLES: I KINLIN RUTHERFURDARCHITECTS, PLLC -------------------- P A TTE R N: 2 WIDE, I HIGH UPPER AND LOWER SASH) PATTERN: 2 WIDE, 2 HIGH 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 CONFIGURATION: PERMANENT INTERIOR & EXTERIOR GRILLES WITH SPACER CONFIGURATION: PERMANENT INTERIOR & EXTERIOR GRILLES WITH SPACER NEWYORK,NEWYORK 10018 FAX:(775)582-1736 INTERIOR FINISH: PRE-FINISH WHITE INTERIOR FINISH: PRE-FINISHED WHITE WIDTH: %" EXTERIOR FINISH: WHITE HARDWARE: CLASSIC SERIES LOCK & KEEPER - WHITE WIDTH: 7/8" SCREEN: HALF TRUSCENE HARDWARE: CLASSIC SERIES OPERATOR HANDLE - WHITE E SCREEN FRAME COLOR: WHITE SCREEN: TRUSCENE SCREEN FRAME COLOR: PRE-FINISHED WHITE TW20210 N N SDL 78 W/SPACER W 106 WINDOW SCHEDULE w x z x 01 WINDOW SCHEDULEWS A-50 :1 PROJECT: 252 a GENERAL ELECTRICAL NOTES: ELECTRICAL LEGEND ELECTRICAL NOTES: a 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. 1. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY v �. FO WALL MOUNTED LIGHT FIXTURE SWITCHED DUPLEX RECEPTACLE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE — SECTION R313.1 w 2. ALL RECEPTACLES ARE TO BE DECORA' STYLE, AND ALL DIMMER SWITCHES OUTLET, ONE SIDE ONLY REQUIREMENTS. ALL SMOKE DETECTORS AND HEAT DETECTORS TO BE ARE TO BE "DIVA" SWITCHES WITH NO NIGHTLIGHT. RECESSED LIGHT FIXTURE HARD—WIRED WITH BATTERY BACKUP AND INTERCONNECTED. REVIEW ALL Uu C WATERPROOF RECESSED LIGHT FIXTURE =Qc.F.i. GROUNDED FAULT RECEPTACLE OUTLET LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 3. 15 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS PROJECT. 8 OF THESE FIXTURES WILL BE FITTED WITH HIGH EFFICACY LAMPS. SURFACE MOUNTED LIGHT FIXTURE QUADRUPLEX RECEPTACLE 2. CARBON MONOXIDE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS PLEASE REFERENCE THE ELECTRICAL PLANS FOR FURTHER DETAIL UNDER CABINET STRIP LIGHT FLOOR RECEPTACLE SHALL COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE — AS TO WHICH FIXTURES WILL HOLD HIGH—EFFICACY LAMPS. SECTION R313.4 REQUIREMENTS. REVIEW ALL LOCATIONS WITH ARCHITECT El INTERCOM b TELEPHONE/DATA PRIOR TO INSTALLATION. 4. ARC—FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED AS GFI. SWITCH ® TELEVISION 3. ELECTRICAL INSTALLATION TO BE DESIGN—BUILD BY A LICENSED CONTRACTOR. z 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS OTHERWISE DIMMER SWITCH z NOTED. $3 3—WAY SWITCH ® EXHAUST FAN 4. CONTRACTOR TO LAYOUT ON SUBFLOOR AND COORDINATE ALL NEW FRAMING O THERMOSTAT WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT SHOULD BE IDENTIFIED TO THE e $3D 3—WAY DIMMER SWITCH so ARCHITECT FOR RESOLUTION PRIOR TO COMPLETION OF FRAMING. ° e a e . �M SMOKE/CARBON MONOXIDE DETECTOR o Q $o... DOOR OPERATED SWIITCH El DOORBELL 5. ELECTRICAL PANELS AND SUB—PANELS LOCATIONS TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. � DUPLEX RECEPTACLE: HE FIXTURE FITTED WITH A W.P. WATERPROOF DUPLEX RECEPTACLE HIGH—EFFICACY LAMP 6. PROVIDE DIMMABLE SWITCHING FOR ALL LIGHTING. COORDINATE DIMMER TYPE WITH FIXTURE REQUIREMENTS. ALL 3—WAY SWITCHING TO BE SMARTLY DIMMED ° SO THE DIMMING CAN HAPPEN AT ALL SWITCHES. 0 7. ALL RECESSED LIGHT FIXTURES, UNDER CABINET LIGHTS AND FLOOD LIGHTS ARE TO BE FURNISH AND INSTALLED BY CONTRACTOR AS PER ARCHITECTS e SPECIFICATIONS. e 0 EXISTING LIGHTS, SWITCHES AND OUTLETS TO REMAIN. ADD OUTLETS AS NEEDED TO COMPLY WITH CODE MECHANICAL ROOM a 0 r—F ———I � I I i I d I I I I I I I I II I I lol _ I I STORAGE �I I I --- ---------- FAMILY ROOM --- - II GARAGE i- T- I I I ADDITION PERMIT SET 04.15.16 BATH UP I I I I I I I HE o I HOBSON ADDITION OCEAN VIEW AVENUE — I FISHERS ISLAND,NY r I I I I G.FHE U .I. I I o o co ----------------- ----- I 'C,��D A o �Gyk J 1 _ opw KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 cn X N w ENERGY ANALYSIS WORK TYPE: ALTERATION TO EXISTING SINGLE—FAMILY RESIDENCE F ELECTRICAL PLAN w ITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE AND CITATION SUPPORTING DOCUMENTATION x r� z NEW LIGHT FIXTURES TO BE AT LEAST 50% OF THE PERMANENTLY INSTALLED FIXTURES WILL BE FITTED WITH EITHER COMPACT FLUORESCENT LAMPS,T-8 OR 50% OF THE PERMANENTLY INSTALLED E-100 & E-101 N c7 INSTALLED THROUGHOUT THE SMALLER DIAMETER LINEAR FLUORESCENT LAMPS, OR LAMPS WITH A MINIMUM EFFICACY OF: 1. 60 LUMENS PER WATT FOR LAMPS INTERIOR LIGHTING FIXTURES WILL BE (ELECTRICAL PLANS) INTERIOR OF THE HOUSE OVER 40 WATTS, 2. 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 3. 40 LUMENS PER WATT FOR LAMPS 15 FITTED WITH HIGH—EFFICACY LAMPS. 01 BASEMENT FLOOR PLAN EWATTS OR LESS. [2009 IECC SECTIION 404.11 4' ` V-0- 100 PROJECT: 252 v GENERAL ELECTRICAL NOTES: ELECTRICAL LEGEND ELECTRICAL NOTES: a 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. 1. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY vFO WALL MOUNTED LIGHT FIXTURE SWITCHED DUPLEX RECEPTACLE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE - SECTION R313.1 w 2. ALL RECEPTACLES ARE TO BE 'DECORA STYLE, AND ALL DIMMER SWITCHES OUTLET, ONE SIDE ONLY REQUIREMENTS. ALL SMOKE DETECTORS AND HEAT DETECTORS TO BE ARE TO BE 'DIVA" SWITCHES WITH NO NIGHTLIGHT. + RECESSED LIGHT FIXTURE HARD-WIRED WITH BATTERY BACKUP AND INTERCONNECTED. REVIEW ALL Oe WATERPROOF RECESSED LIGHT FIXTURE �O'F'I' GROUNDED FAULT RECEPTACLE OUTLET LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. �= 3. 15 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS PROJECT. 8 OF THESE FIXTURES WILL BE FITTED WITH HIGH EFFICACY LAMPS. + SURFACE MOUNTED LIGHT FIXTURE � QUADRUPLEX RECEPTACLE 2. CARBON MONOXIDE DETECTORS ARE REQUIRED. ALL DETECTORS/ALARMS PLEASE REFERENCE THE ELECTRICAL PLANS FOR FURTHER DETAIL UNDER CABINET STRIP LIGHT FLOOR RECEPTACLE SHALL COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE - AS TO WHICH FIXTURES WILL HOLD HIGH-EFFICACY LAMPS. SECTION R313.4 REQUIREMENTS. REVIEW ALL LOCATIONS WITH ARCHITECT ` DOUBLE El INTERCOM TELEPHONE FLOOD LI HEAD LIGHT b /DATA PRIOR TO INSTALLATION. 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS NOTED AS GFI. � O RALLYING SWITCH $ SWITCH Q TELEVISION 3. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED CONTRACTOR. N z 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS OTHERWISE $D DIMMER SWITCH NOTED. ® EXHAUST FAN 4. CONTRACTOR TO LAYOUT ON SUBFLOOR AND COORDINATE ALL NEW FRAMING $3 3-WAY SWITCH O THERMOSTAT WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT SHOULD BE IDENTIFIED TO THE $31) 3-WAY DIMMER SWITCH So ARCHITECT FOR RESOLUTION PRIOR TO COMPLETION OF FRAMING. SMOKE/CARBON MONOXIDE DETECTOR I I $DOOR DOOR OPERATED SWITCH 5. ELECTRICAL PANELS AND SUB-PANELS LOCATIONS TO BE COORDINATED WITH h III \ / , I EXISTING HALL DOORBELL ARCHITECT PRIOR TO INSTALLATION. Y I LIGHTS, SWITCHES AND Q DUPLEX RECEPTACLE H FIXTURE FITTED WITH A HE -- HE II �\ I I OUTLETS TO REMAIN. E 6. PROVIDE DIMMABLE SWITCHING FOR ALL LIGHTING. COORDINATE DIMMER TYPE �w.R. WATERPROOF DUPLEX RECEPTACLE HIGH-EFFICACY LAMP WITH FIXTURE REQUIREMENTS. ALL 3-WAY SWITCHING TO BE SMARTLY DIMMED D I I I I ADDIED AS SHOWN.OUTLETS TO BE WAL{�-IN I SO THE DIMMING CAN HAPPEN AT ALL SWITCHES. MASTER 1 ^� I CLO ET 7. ALL RECESSED LIGHT FIXTURES, UNDER CABINET LIGHTS AND FLOOD LIGHTS BATH I I ARE TO BE FURNISH AND INSTALLED BY CONTRACTOR AS PER ARCHITECTS I I SPECIFICATIONS. c.F.i I _- I II I ICE II DW I I WINE D D POWDER V21 IL�_ ROOM II 7'-4" MF II I REF F-� HALL IL IIEjII LL —JJ CO EM EXISTING % I LIGHT AND LIGHT SWITCH �- J TO REMAIN — u DW --J MA TER - QN - OFFICE WALL MOUNT---/" BED OOM LIGHT FIXTURE ---- LOCATION EN7A TO BE VIF I PANTRY --- LIVING -- I _ � � ELIMINATE ---- I _— EXISTING ---- II OUTDOOR LIGHT AND SCREENED ———— I L-J LIGHT SWITCH PORCH CL II W D ADDITION PERMIT SET 04.15.16 I L--- II UP MUDROOM/ DINING BREEZEWAY LAUNDRY HOBSON ADDITION ENTRY OCEAN VIEW AVE,NUE FISHER5ISLANDNY D ARC D11 h OFi KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 M fV rq w ENERGY ANALYSIS IN WORK TYPE: ALTERATION TO EXISTING SINGLE-FAMILY RESIDENCE CIO ELECTRICAL PLAN w ITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE AND CITATION SUPPORTING DOCUMENTATION x 2 NEW LIGHT FIXTURES TO BE AT LEAST 50% OF THE PERMANENTLY INSTALLED FIXTURES WILL BE FITTED WITH EITHER COMPACT FLUORESCENT LAMPS,T-8 OR 50% OF THE PERMANENTLY INSTALLED E-100, E-101 & E-102 N INSTALLED THROUGHOUT THE SMALLER DIAMETER LINEAR FLUORESCENT LAMPS, OR LAMPS WITH A MINIMUM EFFICACY OF: 1. 60 LUMENS PER WATT FOR LAMPS INTERIOR LIGHTING FIXTURES WILL BE (ELECTRICAL PLANS) INTERIOR OF THE MOUSE OVER 40 WATTS, 2. 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 3. 40 LUMENS PER WATT FOR LAMPS 15 FITTED WITH HIGH-EFFICACY LAMPS. O 1 FIRST FLOOR PLAN 4 E-101 � WATTS OR LESS. [2009 IECC SECTION 404.1] � � _ ��-0� PROJECT: 252 U a a E� U W H U Q W F z PLUMBING NOTES: 1.) DO NOT SCALE FROM THIS DRAWING. 6.) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT o MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 2.) ALL WORK SHALL IBE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUITHOLD AND RS-16. 7.) SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 3.) OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 8.) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL 4.) VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. ACCEPTANCE. 5.) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR 9.) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. FINAL PAYMENT. I I I I #2 I I I I I I I I I I I I I I I I I I I I I I I I SECOND FLOOR CEILING I I I I o I ADDITION PERMIT SET 04.15.16 I I 00 I I I SECOND FLOOR i HOBSON ADDITION OCEAN VIEW AVENUE FISHERS ISLAND,NY I I I 2"I 0 1112"1 — 11/2"' 1112-1 11/2"1 21 ED A C, I I I I h; I I 4" � Lay. I Lav, I JC,�p F.A. 010 w T b o i W.C. o FIRST FLOOR MASTER BATH 2" 2" 1112" 112" 4" OF NE\1d C,0.1 4" C.O. 4" 4" TO SEPTIC, SEE 000 ATTACHED SITE AND SEPTIC DWG KINLIN RUTHERFURD ARCHITECTS, PLLC 0 .- 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 BASEMENT SIN cJ cJ W N PLUMBING RISER W DIAGRAM z 01 PLUMBING RISER DIAGRAM Q NOT TO SCALE P_.10 PROJECT: 252 U TIMBER FRAMING NOTES: w 1.NOTES:INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL LE G E N D r ' CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO w 1. ALL TIMBER TO BE DOUGLAS FIR N0. 2 OR BETTER (POSTS AND RAFTERS) E� \` 0 I� ooo WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: SIMPSON H10 OR H2.5A 2• PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi Fv= 285 psi ¢ AND NEW ROOF AS REQUIRED. E =1.9X106 psi FOOTING 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE — H °o 2l'-3j- FOUNDATION WALL z 10" HDU le 10~ z ' o o BEAM POCKET EXISTING FOUNDATION LINE OF FOOTING BELOW 1 TO REMAIN 36" MIN. BELOW FROST LINE J I I X INDICATES o I I I LOCATION OF COLUMN t I • ,•, a J" .- , INDICATES EXISTING TO REMAIN :. HDU88 o BEAM SLAB ELEV. TBD 10" I POCKET HDUBB EXISTING PIER ELEV. TO MATCH I EXISTING FOUNDATION WALL " : f r -- 10" HDUBB -1—0" I 17—2 : " I I F _ I I L J . c ADDITION PERMIT SET 04 15 16 : : ' ADDI HOBSON TION OCEAN VIEW AVENUE FISHERS ISLAND,N �F ED A� '( �C JG� 1 C : 1 N o YT 0 29Aa O -, OF NE`N \l O C KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 cn X N N W Lel FOUNDATION PLAN W W x ¢ 01 FOUNDATION PLAN 1,4. 1'_a. S-100 PROJECT: 252 U w HTIMBER FRAMING NOTES: U LEGEND NOT INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL Ew o CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR N0. 2 OR BETTER (POSTS AND RAFTERS) o WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: SIMPSON H10 OR H2.5A 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi ¢ AND NEW ROOF AS REQUIRED. Fv= 285 psi E =1.9x10° psi FOOTING 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2x WALL WIDTH MIN., UNLESS NOTED OTHERWISE w H °o FOUNDATION WALL z z (2) 13/4 X117/a' LVL (2) 13/4" X11 s"' LVL BEAM POCKET © U O I x INDICATES C LOCATION OF COLUMN M f INDICATE ® i I � I EXIST NGSTO REMAIN 1 X �/8" LVL x \--7>14" SL TOP OF BE0 F USH WIT TC 0 JOISTS v 0 0 c� lo I r.. i i , ; N -- — - \ 1 , , \ 1 2 1 X11 LVL D. X ! \: / \ 1 , — — l - - F , ADDITION PERMIT SET 04.15.16 I , HOBSON ADDITION OCEAN VIEW AVENUE, FISHERS ISLAND, Y xl z � KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 M X N N w N FIRST FLOOR w w FRAMING PLAN CIOa ¢ z 0 1 FIRST FLOOR FRAMING PLAN ,,4- - -0- -S-10- 1- PROJECT: 252 U CIONOTES: TIMBER FRAMING NOTES: LEGEND 1. INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT ALL W u CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR BETTER (POSTS AND RAFTERS) 0 WINDOW AND DOOR OPENINGS. INSTALL AS PER CODE REQUIREMENTS. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: 0 2. PROVIDE NEW FRAMING FOR NEW WINDOWS, EXTERIOR DOORS, Fb= 2600 psi . SIMPSON H10 OR H25A p Q AND NEW ROOF AS REWIRED. Fv= 285 E =1.9xto6si psi — FOOTING 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. 3. ALL POSTS TO BE (2) 2x WALL WIDTH MIN., UNLESS NOTED OTHERWISE f� e W 0 1'-0" 1 -0 ��c FOUNDATION WALL z z o _ o BEAM POCKET F- IS RA I - TOREMAIN I ® II J X INDICATES w I LOCATION OF COLUMN Q LYLL I o INDICATES R GE 0I I I I EXISTING TO REMAIN I I I I I fi" C 1 4'X1 /a LVL ID I 1 I I I I I o I 1 I o , 1 : I i-- : : L l I w I I 0 , it 11 71 I � 1 I N x I I � 1 I : ` l I : 1 : I 1 ADDITION PERMIT SET 04 15 16 1 HOBSON " I „ I „ ADDITION , OCEAN VIEW AVENUE FISHERS ISLAND NY 17 ® _ ^ _ --- -7 — IL----- ----------------------- I ", L------ -----------------------Ja .ty mfr �29��'� FDF NV\ KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 M iJ N W ROOF FRAMING PLAN N E✓ W W W Q z_ 0 1 ROOF FRAMING PLAN 0 I 1/4• V-0, S-102 PROJECT: 252