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HomeMy WebLinkAbout39560-Z a��-� ,,,,t.4's' , ri-NpG Town of Southold 2/10/2016 t. P.O.Box 1179 cf.,.... �' 53095 Main Rd p��� ao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38089 Date: 2/10/2016 THIS CERTII"'1ES that the building ADDITION/ALTERATION Location of Property: Pvt Rd Off E End Rd, Fishers Island SCTM#: 473889 Sec/Block/Lot: 7.-1-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2015 pursuant to which Building Permit No. 39560 dated 2/27/2015 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: INTERIOR ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR ;The certificate is issued to FBO Associates LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39560 01-21-2016 PLUMBERS CERTIFICATION DATED 08-18-2015 Michael A. Graham Jize ignature �"`- TOWN OF SOUTHOLD ,;, ofFotr-;o� .,��o ��: BUILDING DEPARTMENT ,= - ' TOWN CLERK'S OFFICE oy ao�11$ 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#: 39560 Date: 2/27/2015 Permission is hereby granted to: FBO Associates LLC 299 Park Ave New York, NY 10171 To: Interior alterations to an existing single family dwelling. At premises located at: Pvt Rd Off E End Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 7.-1-2.1 Pursuant to application dated 1/20/2015 and approved by the Building Inspector. To expire on 8/28/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $404.80 CO -ALTERATION TO DWELLING $50.00 Total: $454.80 II. Building nspe, tor 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, dditions to dwelling$50.00,1A1terations 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. POW NVy I C, O( New Construction: Old or Pre-existing Building: X (check one) Location of Property: $300 &LAI Foir4T (1- IO° tSCM'Q House No. ,, Street � Hamlet yQ Owner or Owners of Property: 1 O 4 SSOC4 '/0 N0� fvS` 61L Suffolk County Tax Map No 1000, Section 0 01 Block - Lot 2 Subdivision Filed Map. Lot: Permit No. 154%0 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ji\ kjvA App icant Signa e ', 'c soii,® Town Hall Annex 1r ~® l® : Telephone(631)765-1802 54375 Main Road JP Alli % Fax(631 )765-9502 P.O.Box 1179 \. , �Southold,NY 11971-0959 ld �/ • ,y •\--er` roper.richert(a� town.southold.ny.us • eOU „" - 0/ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: FBO Associates LLC(Arnold Fisher) Address: Pvt. Rd. Off E. End Road(3300 Clay Pt. Rd.) City: Fishers Island St: New York Zip: 06390 Building Permit#: 39560 Section: 7 Block: 1 Lot. 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: B.D. Electric LLC License No: 35821-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 10 Smoke Detectors Main Panel NC Condenser Single Recpt 2 Recessed Fixtures 50 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: 30- A Disconnect for Elevator, 20A Circuit for Elevator Lights,1- Hydro Massage Tut 2-Exhaust Fans,Landscape Lights,38 KW Stand By Generator with Auto Transfer Switch Notes: -7Inspector Signature: Date: January 21, 2016 Electrical 81 Compliance Form xls 1,1 "`, , ®�, 7 S Y' ,pyo t R { `1( Tosva 11i L,$3093 Main Road Fax(&3t)765.1823 P.O.Box 1179 � Telephone(631)765-1502 Southold,New York 11971.0959 '`.s 4i 't®/ BUILDING DEPARTMENT TOWN OF SOtYFHOLD CERTIFICATION Date: *`�11 Building Permit No. 87 S-6 \ Owner: 1 L c � ��'� ��'� (please print) Plumber: /t/(Ci.laet �� � Vy7 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 'lum'. ignature)/ Sworn to before me this /u day of Ale U.- , 20 J� Embossed I lereo,r Is Duly State Of Connecticut Notary Public Seal thy Commission Expires March 31,2018 14 (A- JASON W.DRENA NotaryPublic, A''eG7 c:Ilekih County CT fIn. JAN 1 5 2016 ,1L, L — -- - —_ ,,O��OF SOpr�ol :* b���, �'YOOUMY,N�`�I TOWN .OF" SOUTHOLD BUILDING DEPT: 765-1802 I-NSPECT)ON [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 64.774-74. ppAkikr_.5 gg-0-60 074, 1 DATE C c INSPECTOR J 3 C 1 c/_ �il ry fSOp olo`. o 'k Cf,,41,/ IyCDUNT`1�,.�� TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (9( ' '''' eV e -2--c - C / illi ?6,‘ ..€ _-_____0(t_ , (,, li . _ _, DATE INSPECTOR ii-- - FIELD INSPECTION 1 0Ier DATA I COMMS Ts ' ' FOUNDAlONI(1ST) :, .: , • . . , . . /� . (7.4(A .. . . / 1 . . , i FOUNDATION ION(2ND) •,, • • - - . .. . tss 2 . 21 / . • A-ee, r t--1/.2.-..-. -6-4-frptny---1 -r-kc.icti wid.pr— iC Ce 1),,o .... , :,--eit,-- t—I) .c.-‹..ei- 4,910) l---- .. (......jcio„.,/,..14__ . ,4)A,..112:7 . 4 dl---A.,\I ROUGH FR4MEN & '.. PLUMBING • ' .• . • , • • O. • A y IN,WULATION PER N.Y. SATE ENERGY CODE , . • . . • T . . . . ' ' r • ) / t. FINAL • , • . , • • Via, • , .. -jai s ' f' . -. . .�: ..' . 1, a. . • . . .. •, ., Lt� • . .., • . -MI1 .. . - . • • 1 - • . , , . .� . . .. ,4 Y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? - TOWN HALL Board of Health N/A ' SOUTHOLD,NY 11971 4 sets of Building Plans YES i TEL: (631) 765-1802 Planning Board approval N/A FAX: (631) 765-9502Survey YES SoutholdTown.NorthFork.net PERMIT NO. 3'1O -• Check YES Septic Form N/A N.Y.S.D.E.C. N/A Trustees N/A C.O.Application N/A Flood Permit N/A Examined 20 Single&Separate N/A Storm-Water Assessment Form N/A Contact: Approved ,20 Mail to: Disapproved a/c i Phone: Expiration ' 2,.5?' ,20 / io 11111, r�R,' /�� t0EBui ding Inspector JAN 202015 APPLICATION FOR BUILDING PERMIT Date January 15 , 2015 BLDG DEN INSTRUCTIONS ___�..1is-application 1GICr�T 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 i 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 qode,and regul.tions,and to admit authorized inspectors on premises and in building for necessary inspections. (Signat\. of app'l cant r :me,'f a corporation) box 447, Fishers Island, NY 06390 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises FBO Associates, do Arnold Fisher (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 onwhich proposed work will be done: 3300 Clay Point Road, Fishers Island House Number Street Hamlet County Tax Map No. 1000 Section 007 Block 1 Lot 2 r. 1 Subdivision • Filed Map No. Lot 2. State existing use and occupancy of premise's and intended use and occupancy of proposed construction: a. Existing use and occupancy Residence b. Intended use and occupancy Residence 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition X 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 N/A If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 87'-11" Rear 87'-11" Depth 68'-4" Height 40'-0" Number of Stories 2 Dimensions of same structure with alterations or additions: Front 109'-9" Rear 109'-9" Depth EXISTING Height EXISTING Number of Stories EXISTING 8. Dimensions of entire new construction: Front EXISTING Rear EXISTING Depth EXISTING Height EXISTING Number of Stories EXISTING 9. Size of lot: Front 378' Rear 225.34' Depth 567' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-120 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X FBO Associates, 14.Names of Owner of premises do Arnold Fisher Address 299 Park Ave, New York, NY, 10171 (212)752-5000 Name of Architect Sam Fitzgerald Architect PC Address box 447, Fishers Island, NY 06390 (860)287-3808 Name of Contractor BD Restoration & Rerhodeling dressbox 447, Fishers Island, NY 06390 (631)788-7919 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO X *IF YES,PROVIDE A COPY. STATE OF-1�t 4i Cu SS::, / /'orki COUNTY OFA )ive t 1 Sam Fitzgerald being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this iq - - /:/Eh day of JC/12ClQ-'py 20 fja - )104; Notary Public Signature if ' . licant Crclo:,ce. 'mon!s My -I " S':3 Gf toa; ✓,ct::NOtsy Pubhe Seal Enn.r.:S March 31,2015. - JASON W DRENA y, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ( DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03015/00005 I September 16,2002 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental September 16,2007 Conservation Law TYPE OF PERMIT■New 0 Renewal 0 Modification 0 Permit to Construct 0 Permit to Operate ❑ Article 15,Title 5:Protection of Waters 0 Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply 0 Article 19:Air Pollution Control 0 Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport 0 Article 23,Title 27:Mined Land Management Reclamation ❑ Article 15,Title 15:Long Island Wells 0 Article 36:Floodplain Management ■ Article 24:Freshwater Wetlands ❑ Article 15,Title 27: Wild,Scenic and 0 Articles 1,3,17, 19, 27,37;6NYCRR Recreational Rivers III Article 25:Tidal Wetlands 380:Radiation Control ❑6NYCRR 608:Water Quality Certification 0 Article 27,Title 7; 6NYCRR 360: Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER H. G. Tremaine (203) 639-5234 ADDRESS OF PERMITTEE 290 Pratt Street, Meridan, CT 06454 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Glenn Just, JMO Consulting, PO Box 447, Quogue, NY 11959 (631) 653-0607 NAME AND ADDRESS OF PROJECT/FACILITY Private Road, Fishers Island, SCTM # 1000-007-1-portion of lot 2 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold West Harbor& MY-9 DESCRIPTION OF AUTHORIZED ACTIVITY: DEMOLISH AND REMOVE AN EXISTING DWELLING; CON- STRUCT ANEW DWELLING,TERRACE, POOL, DRIVEWAY AND PORCH;AND INSTALL A SEPTIC SYSTEM. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS STAMPED NYSDEC APPROVED ON 8/1/2002. By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,the General Conditions specified (see page 2&3) and any Special Conditions(see page 4+) included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Mark C Carrara Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE / DATE Page 1 of 4 <i' August 1, 2002 Scott A. Russell ,'' °^SUG_ STORMWA\T]ER SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.0.-.Box 1179 = d ,. Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK nm ..��/ J FE: CHAPTER 236 - STOR-MWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑© A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑El 0. Site preparation 'on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Q E. Site preparation within the one-hundred-year floodplain as`depicted on FIRM Map of any watercourse. ❑p F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered'YES to one,or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witli our Building.Permit Application. APPLICANT: (Property Owner,'Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME• SACIMV `t _Y to • / 4,r9 007 1 2.1 01-28-2015 .‘,. .(Print Section Block Lot *'"'',POIt.BiJILDING DEPAR.TMENT;U.SE ONLY***)* Contact Information 660'Z - 7"05 (Telephone Number) Reviewed By: d.,15111 Date: /—30--LS 'Property Address/Location of Construction Work: 3300 Clay Point Road Approved lot processing Building Permit. Stormwater Management Control Plan Not Required. , Fishers Island Stormwater Management Control Plan is Required. r (Forward-to Engineering Department for Review.) `FORM #`SMCP'=TOS MAY 2014 APPLICANT: S.C.T.M.#. 1000 "„ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —� 00 k 007 2.1 °" Stormwater Management Control Plan CHECK LIST NA , : SAIIIVeL W b P Section Block Lot ;2 c S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. rims rant Date: i 1 - * The applicant must provide a Complete Explanation and/or Reason for not providing It �Du Z�7 3g� 01-28-2015 - o!*$*,.0s. all Information that has been Required by the following Checklist! Slgnatu Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You,answered No or NA to any Item,PIease Provide Justification Here! show all of the following items: YES NO _NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries x L Total Site Acreage. x c. Existing Natural &Man Made Features within 500 L.F. x of the Site Boundary as required by' 236-i7(c)(2). Dff AINACR°WPM:MOM Am GNU -._ d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. x Contact TfS Engineering at 7G5-1S60 before- e. Limits of Clearing& Area of Proposed Land Disturbance. x r8ar fill, OR Provide Engineer's Certification f. Existing& Proposed Contours of the Site (Minimum z intervals) x g. Location of all existing& proposed structures, roads, �� �drainage has�'���u�st�IOe�t® ®ole. driveways,sidewalks,drainage improvements& utilities. �x�� i - h. Spot Grades& Finish Floor Elevations for all existing& x II proposed structures. I. Location of proposed Swimming Pool and discharge ring. I x no pool existing or proposed at this time j. Location of proposed Soil Stockpile Area(s). x k. Location of proposed Construction Entrance/Staging Area(s). x I. Location of proposed concrete washout area(s). x 1 _ _ m. Location of all proposed erosion&sediment control measures. x EROW(9iN(IA SEDIIVI NT CORD 1(L 2. Stormwater Management Control Plan must include Calculations showing Shall include but not be limitee .to• that the stormwater improvements are sized to capture,store,and infiltrate °4 well maintained Constb•Me tion Entrurtcc, on-site the run-off from all impervious surfaces generated by a two(2•)inch X moire Backed Silt 1=en�it� a Labllirati�n rainfall/storm event. Seeding of expbozed and/or inactive soiL 3. Details&Sectional-Drawings for stormwater practices are required for approval. . Items requiring details shall include but not be limited to: a. Erosion&:Sediment Controls. I x b. Construction Entrance&Site Access. x C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) x d. Leaching Structures (e.g.infiltration basins,swales,etc.) d x L j `****`Ed ENGINi ER tEPART USE ONLY**** Additional Information is Required. Reviewed& , �: 4I ■ Stormwater Management Control Plan is Not Complete. Approved By: i; ,., ,/� — el Stormwater Management Control Plan is Complete. Date: els/I( SMCP has been approved by the Engineering Department. FORM #. SWC' eck List--TOS MAY 2014 ,fi/,ills' *OF SO#74 Town Hall Annex , ; 1�f j Telephone(631)765-1802 54375 Main Road ' (631}765- 5Q2� P.O.Box 1179 a roger.richertown.soutlollQQ.ny.us Southold,NY 11971-0959 � a • ��� 4ttlp 1t ;I°l BUILDING DEPARTMENT TOWN OF SOUTHOLD • APPLICATION FOR ELECTRICAL INSPECTION • IA �i REQUESTED BY: l\�!, t P ,�, Date: 3— "U Company Name: Eke*I Name: License No.: Address: •4 fn�,(c` /.� (r11 161. �1fl?, e! ic�� YV 66320 • Phone No.: 63/ — 7e8_7o- JOBSITE INFORMATION: (*Indicates required information) *Name: .. f9rn o/l.� {1-5Y7 '" a , *Address: - s OO '/ : Wo;nr C,( ,fr-7Sh(0A-/c nce *Cross Street: *Phone No.: ( 3/—�j 3 .o 9/39 Permit No.: .:956 a Tax.Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ar7nac.t--6cae,a._,115-,,- 'Jo e-- +T ; r In tsv Cly;r , ..� Irl ovics.:(-vo.rt . .EIer��.dz9/ /nc16,1(/ 01 ,�R ;Ad �t�b�fi4Yt. (Please Circle All That Apply) *Is job ready for inspection: YES/ !O Rough In Final *Do.you need a Temp Certificate: YES/ O Temp Information(If.needed) • *Service Size: 1Pah se 3Phase 100 150 200 300 350 , i_LQ0 Other r4s *New Service: Re-connect =Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION r2)2.0%s-o(), � it,?:-/5- 82-Request for Inspection Form r / - 1 riA 6-1-,..e6,„ fk..4.A..m) -r- fri-z-r-a-a .6„2_,.. 1,", k ..._/\,„ ,.,/ sv_cd &nal , -ei_or ) der 1 0 r 1•00 wit) anal -e{ c d D . ® REMODELING & RESTORATION U INC. \j LETTER OF TRANSMITTAL To: Southold Building Department Date: 01/16/2015 Project : Renovation and Addition to From: James Dixon Fisher Residence Re: Application for Building Permit We are sending you: E Attached ❑Under separate cover via overnight delivery the following items: ®Plans ❑ Samples ❑ Copy of Letter ❑Project Data ❑ Specifications ❑ Sketches „ -_ - _ - - _:-1'- - '- - - i. - '711-P:]-:'- T __ _----'-'.-1;._-- - _ _ `- - - -:-..7'-'-" -=rte r - = Copies _Date= hNumb°er,`1 ,. ,"1, [;:.-7, .,�,'°_ - ;4-,- - Decri " tion,:= - 4 01/16/15 Plans for Renovation and Addition to Fisher Residence 4 01/16/15 Survey for Renovation and Addition to Fisher Residence 1 01/16/15 Application for Building Permit 1 01/16/15 Check for Permit Fee For your: ®Review and comment E Approval ❑ Distribution ❑ Information ❑Records ❑Use Remarks: ' ,If-you-need&anything-additional, do not hesitate to call 631-788-7919. Thanks. W3 d7� q, SPL �' ` 0 ( 15 \ 1 \L jr� I cJ0 V Vo \i,,,,,,,,:--:\f-V-A-Q...24 \E)b ,___ ____ _ _ \ THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 SAM FITZGERALD A: ; fh . THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 P:860.287.3808 I F:631.788.7192 I samfitzgeratdarchitect@gmait.com L'I" 1 E ®p UF, TURA 4, S�'MIT,TAL 1 TO: FROM: Building Dept. Sam Fitzgerald COMPANY: - DATE: Town of Southold 1/28/15 PROJECT: Fisher Residence RE: 3300 Clay Point Road,Fishers Island,NY Additional submittals for bldg.permit application THE FOLLOWING IS BEING TRANSMITTED TO YOU: VIA: FOR YOUR: ❑ DRAWINGS 0 ATTACHED ® FEDEX 0 APPROVAL ❑ LETTERS 0 UNDER SEPARATE COVER 0 USPS 0 DISTRIBUTION ❑ PRODUCT DATA 0 MESSENGER 0 INFORMATION ❑ SAMPLES ® HAND DELIVERY ® RECORDS ❑ SHOP DRAWINGS ® REVIEW & COMMENT ❑ SKETCHES ® USE ❑ SPECIFICATIONS ' ❑ SUBMITTALS NO.OF COPIES DATE DESCRIPTION 1 1/28/15 APPLICATION FOR CERTIFICATE OF OCCUPANCY 1 1/28/15 $50 CHECK OF C-OF-O APPLICATION 1 1/28/15 STORMWATER MANAGEMENT WORKSHEET AND CHECKLIST E 1\(\___\ ___. ..\\^(� l �ne 2 � \"\ \1 (*Ir -\e,r,c6 C.du\ ef, \_&\ \ \,,,.\\ \,,,„*. \c.,, „,,,,,,t kc-iP) ,,-\\,..„,, „\„ , Jan 30 2015 12: 18PM BD REMODELING + RESTORRTI 631 -788-7192 p. 2 SAM FI1ZGERALD ARCHrotia FC 15 E.PU M%AVEHUE,#234,GREENWICH,CT 06830 P:860.287.3808 F:631.788.7192 I sarn@sfapc.net 30 January 2015 i i All 3 0 2015 U Town of Southold JA Building Department 54375 Main Road BLDG DEPt PO Box 1171 TOVdP1 of souro,o Southold, NV 11971 RE: Application for Building Permit 3300 Clay Point Road, Fishers Island, NY 1000 -007-- 1 - 2 Dear Connie, Per our phone call this morning, we would like to amend the building permit application for the abov referenced property as follows: Exclude the proposed addition to the south of the property. These are the two rooms labeled "Reconfigured Porch" and "Three Season Porch" on the floor plan drawing. This should eliminate any increase to the existing building footprint in the application. All of the other proposed work in the permit application should remain. The remaining work is either within the existing footprint of the house or is in the interior of the house. Thank you — please don't hesitate to contact me if need be. Sincerely, i Sam Fitzgerald, AIA 860-287-3808 I,���V�®F SOiiwo Town Hall Annex �� �® \ l0 le : Telephone(631)765-1802 i 54375 Main Road IP * Fax(631)765-9502 P.O.Box 1179G Q Southold,NY 11971-0959a® .4 • --_ii.. Fig August 26, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD BD Restoration & Remodeling PO Box 447 Fishers Island NY 06390 Re: FBO Associates, Pvt Rd Off E End Rd, 7.-1-2.1 TO WHOM IT MAY CONCERN: Thi ollorn Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: •Ii Application r Certificate of Occupa• . (Enclosed) -ctrical Underwriters Certificate. VII Anal Health Department Approval. - t K16 Plumbers Solder Certificate. All .ermits inv. after 4/1/84) Trus-es ertificate • . '4 e fiance. ( 'own Tru -es#7;5-18'• anning Board Approval. (Planning#765-1938) • Final Fire Inspection from Fire Marshall. 7-- Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39560 - Interior Alterations ';•••• _ ,___.-:'L rr::- :a, f - .,• -‘,....,,,,,.." 'A' .....„ �• ,-'' ( f'�_ TOWN OF SOUv.,'�'H�OL®`. PROPER'1`lf: :RECOR:D CARD • - OWNER • STREET iT�?VILLAGE DIST. SUB. LOT • a•r ,�I SS0 c,...../ & `-eS 4 -Le.L 1 Pr 0.4a-4P -.y f tti2 r �i'11-'!''‘,74P-."--1 •+rf.� / FORMER OWNER, 4_ N i E P' r ACR. 1 , i.), -`F"�1,t '( ,. �',r6 ( ' `�Lt 1�t+ XI':' r'c�-6 'i 1v'Per° );"� 'eAl 3, -- 1 l--- • v S }-� W / f_ ,( TYPE OF BUILDING •- 't 's' -f-f G( 1 �f C ICC[-44.,Y' t- �1 a:5* 'l` aNA. 0 4� v, - \ �- RES. SEAS. VL. 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Interior Finish q- L R V26-V ‘%- It v ( g .._ 1, 5 k, -. _._..c: ) • -tf?-4..*-..— ____ ,-,,1--4 s 1 - ..-) ------ ---; Extension ,, , , , cnte.. ik.kmr•-) -.-. 41-,t-c› Fire Place ‘{-c•Z.) Z Heat 0 kc ..C, • - kAC;A` • D R. \/ ---- • - . _ ? "iI oc, Woodstove BR 21 REctiCL_ 7 Is. 9 7::. 11"): --- ? tS02. '-- gitC)2* -- - _ *Vr.P 0 4 -tY) ---'7(o---. t....).-4i--)-- , Dormer Baths th_ LI Porch - , Tu..,B ,‘ Fam. Rm. Deck _ ___ Dock A.C. 3r- (.01: :,) _ Q , / T\/ klci,_ 7 .... . Garagepi in. te,, ''D - \2)42- [ , ,...‘ — - r, / — I x, 0 B 2 64 is..4,0,5 ,,Leit.st. G7-ev" \d/ . , —, C Pool —. dt„,,_ ,6,,, \\. i),:....-V-f I l'S',,S.,....:1-"e< t,...../L'W.11:-.....A.), kstare`• ,2.5.1% . 1:;.:: - 1,7 --.........„,„ .... n,.-,..ko•ra... . C.) -.-, _-, ti d' af' sts.,.‘t:N. C) -1— REVISIONS Di / .---. - 39.S-' ;', 2 1 DP T E: , . _,5-... .,_ _.__. • • -ZH Fir�� 0... s . rl F\i• 1 ' i,• . k,.••\41•11•0 CV''' .u••r ,r t � „r, r,ti 1vile% tip a� a 6 LL , 1 •,� o e g� -- ---_____ ��— , , � � ���\ Irl': goi A tz-,-, --- -. _ - -- - - s.—_ ,_ _ _ a-�- , ---- - -- .sem„ -"-----._ .. -_ _. ,C_e: i:-r i, - , - r REQUF, QTS (I i� C5012,:•,3 QF o YORK .�iE,lE. I:._ : RL i ir�t FOR N C:SION Q.' COi'.,. RUC I N ERRORS, U 14H m � A" °'M y w ------ ------ . - — • • " r:,';• '. .- -1-'0ES Or, Ci o g, —______-.-- --:-.._-----,-_--....7----:.7---: - o — —�R _ _ — _ _ ate ' �; -� �_ r JAI c �c� • • ii-s.,, REcls_ii.-.1,ED g@g@ WHH 1 „': - r n _ • { . , ,''' CES Fo v e cn ;> >.� "r< ���t \l. .�h ,` �- '� ', ;>f ��` :L i' ��. '� � I ^1 i 1 E7 4 L--1 W HPROPOSED EAST ELEVATION QW ° SCALE: 1/4" = 1' p a., 0 a, c c,)4 .0 '------------1 \I LCA ¢ r T, Q I••- 1 w i CL 0 h© i c ACc� I N Q _' - ' ' _ 6}C6 ACQ POST • 1�' 3'—O'� • 12"dia.CONC.PIER : 3' ELOW GRADE G l,a�i4/ ' (,4,.i' i �: f7 ,• ki::..., .� ���n1 >,�a " �°� .��' DRAWN: MH/MS FOUNDATION PLANT `,- ,. ., SCALE: I/4„_1,0„ ` 1. °,': JOB#: _ ' ':,-,' -,'= . SCALE: 1/4” 1 �._.:= January 26,2015 1� r • �,'� 6.21a3{, ,.�- SHEET NUMBER: REVISIONS [ /1\i 1 NIIII,Y4kik.,0 '" iritir'**10 `"%J'. #!�'a. C2o0 x Vc:1 I 1 r EXISTING 1llINNEI I I E E I I I Imml."."1.1.1.mji-----1"Thilur : ` uP o> HNNmPROPOSED STAIR N aU M m1/42 Nmyrn ti u Z w EXISTING . U LANDING 1ST. FLOOR PLAN tz, m EXISTING RAMP 0 SCALE: 1/4" = 1' " I --Er ® Er '.0 0.-" t1 I24. H ZZ /A\ i r--o ,_4 1.-..1 Vj ,T..) O0 ›< p ,_, ...1 a W W W EXISTING EXISTING Q cn Z = EX.STAIR LANDING Cl)W '-- N C • REPLACE EX. i_ A I WINDOW C I iionminiml I 3'-0" Ix rry4. I Q" I 11 .. I i® I % I.( +A 1iflL:Jii1I1 VJI 3 ' _ , , I I'vol 1 j �}I DNlt ( t 1 1 1 rl . �. a 417 ( 11 ® r I I s j, 4,-0" I. 1, ( 1 (/�\ 1 i ( /��, f . �Am«s5 f (OR I if ) f1 �1 '—,1 I I ( �I 4 WOOOD EWS W/ ®� yi1* ir i. f 1 , I c/D r wasNEu Lr D.cT• ti ; I `II �i I ;�I `I, I ` �,�� ! 2ND4 11111SCALE: 1/4 = 1'f_I 12'VA RATED SHEATHING '1 1 GRADE PLWIDODf (NTEPNATMVE.7Jt6'OS67 I ' 1 1 I / r/d*,) { I, 1 I) i t 1 ( 1 1 T A I I 1 I I I l 1 N Q MIMI I MIENIME11111111110 r MINIM.111111•Mt , 8 1 li) 1 I -'''' I 1 1 i ' I) i I 6 T-- IIB STAINLESS STEEL f woad APPAL,, ) ({1 `'' a TM --� ( ! f li fI f ! ' I f....�wA5HET15Q ix"D.0 ( \ \ if I i (1 11 1� WINDOW TYPICAL WINDOW OPENING .et 1 f b.,,,,...-.,a..........., ...://1 1=I•1 Of 11' =_` I i \ • l I 1 l I i (LESS THAN 4'-0XB'-D"OPENING) I l II I ( 1il 1 OR ICVANIss sleep a—'�r/Jr ql � II (1[111 1I 1 1 1 ► 11 1 O'R GKVAHREDdf'�11I \ _ill i I I I \ I _ L 1 1 I !rill C I Hri I 01 S I !I h WOOD P irO , ;Hs'G-�, a R^.. Via,. Q wASHEPs®u^aC .ry40„Ax Ia1 'T(r°.I. TYPICAL DOOR OPENING M iit/C; 47!\1i1 veicr : MULTIPLE PLYWOOD ASSEMBIJE$ +� 1:^r (LESS THAN 4'-0X8'-0"OPENING) x-xva OM STUDS CONNECTED t` I,: �° x"a" {y Ip R GERIIIWITH STS W,SEAMLESS i Y•' (7'!,11 IY OR GAIKNQEDBOLTS WE WASHERS II aaa��J t DRAWN: MH/MS AND NUTS LI x'-0'O.G $!/y :; L . , TYPICAL MULTIPLE OPENINGS �yy .;.-'-+' + � SCALE: I/4"=1'-0" (MORE THAN 4'-0X8'0"OPENING) 3'' ,!,. ^ "' a' s*a !:a u , s JOB#: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ., �` A January 26,2015 . ., °, 1 SHEET NUMBER: AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) � :'C'*„ 0�293 .� �' ' o> WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" '� (�� ,,e C"�av AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �6+ 's.y.,er,• r COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL +, MINCONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 2 ALL PANELS MUST BE CUT TO 512E AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TD COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. ii 4"MAX. It 4"DIA.MAXIMUM "tt i le 4"DIA.MAXIMUM \ * '' �:X G GIRDER/HEADER ' OS• Zfr Jr I MI4rQ'0#‘V zo m 601:111);ST nl-� �+ nnPOST/COLUMN' ' CO�E ❑oror O❑ S 12"x12^x12" CONCRETE FOOTING I14 .. P CK POST FTG CONNECTION J�ECK/PfIRCH RAIZ INC. LOCATION USP NUMBER DESCRIPTION APPLICATION STAIR RAILIN(s POST•TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING o 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING N ijai USE MN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS ,if . y ro 1-1/2"SPACE v cn MINIMUM �� 14 a m ro 7 -411 R+ m ' HANDRAILS N V ' �' GIRDER Ni` U 4) oa C /J1► • C/� ti O , r POST I, (4, ,i >U., F, 71 11 GIRDER/HEADER ' hill RIM/DECK JOIST0 POST/COLUMN BALUSTERS �/ CONCRETE PIERI S G OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE :• t.J. .• i • '•I • .,1 ••n. il •N (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER/ W Fri FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. H E/] GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED 501E CA PIECE 2-1/2"NA.LAG BOLTS W/WASHERS LAY PLASFIC BASE DIRECTLY ON Fsi UNDISTURBED SOIL(ORGANICS REMOVED) O t CONNECTED TO BLDG.@32"OC W —� LEVEL BASE STAIR TREAD .�/ ,� FIT CONSTRUCTION TUBE AND PLUMB n/ A ✓ • POST/COLUMNIP? _ I BRACE TUBE FFrT, r� RIM BOARD I,� �'t—1!� �T S FILL AS PER MANUFACTURES'INSTRUCTIONS F+i FO-s STRINGER �� � FLOOR FRAMING � �� �� IIIIIIII� �t V :-. �It�" i 2x jo1STS 111=111=11= — _ =111=III= ✓`� I� �,/,;I� -u1=III-IIrtlt-ni=11P,IMlll-m_II 44 I BLOCKING FOR '' /'1 LAG BOLTS r JOIST HANGER I^I POST-TO-GIRDER/HEADER CONNECTION '0 . W . LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. a _ E/D Z ki 4x4 SOLID COLUMN PBS44/P85E44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �• WTI RRFD/P00Q SOLI O 0 STRINGER TO DECK/PORCH CONNFCTL(7N 6x6 SOLID COLUMN P8566/P8SE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR O HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN _ 111GRAVEL DECK/PORCH 1 EDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL P4 ���\� LEVEL BASE a i�J�I�1�1i1• FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS •i=i=l = 1_u=n=1�I jI M• '� �%11 -u1-111=m-111=m=III-m=111=111=11 ' WOOD JOIST �'IWOOD JOIST ‘‘444:464,1, JOIST (/ �`/ �I 4IZ ` r BLOCKING `�''' COL PIER FOOTING t„! r %Nit e `,I I BIGFOOT SYSTEMS FOOTING FORM ��J� GIRDER/HEADER i�` �� IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN V 1 WOOD JOIST 0 II WOOD GIRDER ( COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS `4 GIRDER/HEADER �' 41101.1 tI AT LEAST THE EQUIVALENT IN DURABIUrf AND EFFECTIVENESS OF THAT Q I PRESCRIBED IN THE CODE. 4 '' THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT Q } PLUSH JOISTS WITH HEADERlGIRDE,q ��' ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT o z SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICEDlOISTS OVER HEADER/GIRDER Z 0 THE PROPER STEEL CONNECTOR. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE,SET FIR JOISTS APROX.1/4”HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RTIO TYDOWN ANCHORS —4Z TOTO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST W C co HANDRAIL NOTES: DECK& PORCH NOTES: tI NAILING SCHEDULE �1 i All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QATIIL' SPACING NOTES 7 2).Girders for deck joists to be bolted or anchored to eachpost orpier with washers and nuts JOIST TO: PER TOE 1).Type I.Handrails with circular cross section shall have an 4-8d COMMON -..p„» 4J outside diameter of at least 1-1/4 inches and not greater piersproper SILL,TOP PLATE OR GIRDER JOIST NAIL ,,, Fj'y� Girders on concrete shall be anchored with ro er steel connectors anchored ;„"__ --;. than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING 2-8d COMMON EACH TOE Jf+ >?;,,r,As�O, y; perimeter dimension of at least 4 inches and not greater TO JOIST END NAIL .;M' xrs.b•'....R '_ GROUNC WIND SEISMIC FROST WINTER ICESHIELD P c. °" C L' r:::1 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD r. ,00'.,,,"'"'''. Y than 6-1/4 inches with a maximum cross section of SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNE NT BLOCKING EACH TOE /C >r,.\1le4,-, tUse a minimum 1/2"dia x 7"lon anchor bolt with washers and nuts.Footin s Shall 2-Sd COMMON �/JI' ,�. t; �..`dimension of 2-1/4 inches. g g LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS TO JOIST END NAIL i .: � be 4 ft.below grade. (MPH) if**-..,. �i.. c. c;' ' BLOCKING TO: EACH TOE 1" �e MODERATE SLIGHT TO 3-16d COMMON s = 2).Type II.Handrails with a perimeter greater than 6-1/4 4).Deck joists to have blocking at 8'0 0.c.. 45 LBS. 120 8 SEVERE 3 FT. 11 NONE SILL OR TOP PLATE BLOCK NAIL 4 �s TO HEAVY MODERATE '1 ,0 inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE ',N '� .,,�s. sides of the profile.The finger recess shall begin with a 3-16d COMMON ' .� 'q`:qt Iti` � J DRAWN: MH/MS P 8g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL / 5.. 1 "�.+.,�; distance of 3/4 inch measured verticallyfrom the tallest �' �''-"" "— ' " Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER PER TOE ' ' `i , a`''�- SCALE: I/'I—I-U portion of the profile and achieve a depth of at least 5/16 at 16"o.c 3-8d COMMON L � s''' TO BEAM JOIST NAIL .t.'-',_r' inch within 7/8 inch below the widest portion of the y{ 'ti" �!r' JDB#: rofile.The required de th shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above BAND JOIST PER END "� ,yti P P grade. 3-16dCOMMON .,"- ,. •,je'a inch to a level that is not less than 1.3/4 inches below the TO JOIST JOIST NAIL >'. January 26,2015 tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: 2-16d COMMON PER TOE NAIL ,"1"'! to girder(s). K., 9 SHEET NUMBER: handrail above the recess shall be 1-1/4 inches to a g O. SILL OR TOP PLATE FOOT ;r v 1 � / maximum of 2-3/4 inches.Edges shall have a minimum g),Use simpson hangers and anchors with Z-MAX tri le protective coating ore equal '<�'- O'er 1'��"-', radius of 0.01 inches. g PP P g 9 '':r."""..++ � Ce.• for any contact with ACQ. i ...3 k 27-4 28-8 27-1A 28-12A N O 4, ,)L' OD PORTION ` M ioOoho BLOCK 28 - LOT 15 PORTION (SINGLE FAMILY RESIDENCE BLOCK 28 - LOT 10 Id �, bb ON SITE SEP17C/MUNICIPAL WATER) (VACANT LAND) z7-,e N o I 26-12. .i7.1 m 1 .. 27-5 � 1.) � '� � N \ \ . / 26-7 (-]VAC o� .L o / /II \ \ \\ 27-6 �„�n 111 rW a 28-8 �.� • 4.1 a • NESTIr/T 26_,6 28-9 29_„ �j a OD \ MONUMENT �..� 71 1 A (FOUND) T I �O1� z9-,o N •U I % 261.35' N 86'47'00" E 1 29-2 •U {�-' ~ o -/ -/ 71:0 PORTION �[♦ + P7�8-�15 28-1029-9yy coU711111 1. o J - WETLANDS / UTILITY 1 I � IRON__`-- _ N 8 ,40■ E 219.27' ♦ • I J �`NN BOX S 1733.96 z6-„ PORTION o RLp( � o w 71 I (F UNB�_�Q2T / • A _ W 7700.52 SITE 29_6 0 - / EDGE OF LAWN / ,• I I / �--w w w E m =. �/ ` \/ ,,,--.....‹// / .1l __-•------ --- ------- --------- - 28-12 H / - . 90.00' \1 1,_/\---f\---/` 1\ I ' / I \/ � � lil ` / �/��� ---------- -- ---- -----_ - iff 32-3 29-7 do*/ 411 29-8+I l (4 c v or) • )--,- oars OF TIDAL / = '- DK( WELLS )7,-,4,---y--(4,-,�1 -; -,_ / 1:11 _- 1s1:- II .p1 �''� %I 3z-z 3,-,311���1WETLANDS (APPROX.) FO ROOFJ (� / / r / ..--1:6 3,-,2 • ' DR AGE p ) ,, / 2 "' '2 ,,, .,„ .,_ .,..,_ :' ROOF AND DECKI ---- � /1� �' LOCATION MAP SCALE 1ahlk somellginiii =400CIIMI) N let CO y DRAINAGE COLLECTION1 i / g / \ / ) ��o • ' \ & ®� SYSTEM (SEE DETAIL) 1i / /� // ��� /,L��\ \}\�b ` �;, W ® �/ / ' EXISTING w / / / / / \ /\. . . I �" Baa ° p ,/ = RESIDENCE / i� / • . F TEST HOLE #1 v F.F. EL. / \ / �I�I / o M/ Ct O41,0,,:.1...., I „ "`- / - o a =17.0 / i \ ii�., r `t aiW ' % 'I� / _ / j~; et�y� HIAP REFERENCES I, �� t \ /b r� / :1771/ -N1---\/-1--.\/-4 - 4 / 1.) PLAN MADE FOR BURTON G. TREMAINE, JR; BLOCK 28 LOT NO. 11 AND Ct No Q I I ' x1► w �`? s\ I PORTION LOTS NO'S 10 AND 15; AT FlSHERS ISLAND, NEW YORK; SCALE: 1 16.93 \-''.. .,. / INCH=50 FT.; CHANDLER & PALMER, ENG RS _.. ,.., I. kI ' \ NORWICH, CONN.; OCTOBER 1962. 04/ , .(/) . I 1 N \ I P\/ v� • ,,k L\ SEPTIC SYSTf�IG1/ r%r` / l \/ / l . r � :aNOTES • EXISTING !III z f_,- i O� 0' / / : 121 1-. / �. cJ Q i i III! GARAGE `i `� PROVIDE TEMPORARY \r°1‘ 1.) THISSURVEY WAS PREPARED FOR THEPARTIES AND PURPOSE INDICATEDIm SED "" II / •\ j/ ACCESSFOR CONSTRUCTION 0 HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO I -__ 'o -\/;\ !.� / / (SEE DETAIL) BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE I: �� / a) '�!a f ` /,✓ LOAM AND SEED AT ENGAGEMENT. �r oo, \ L f ;\ ! \_` ./ ' END OF CONSTRUCTION:1 --•,..1,.7\-7-/-\ I / / • ' RELOCATE ���% ' \ \ A 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, w 1 J \ \ DRY WELL / ] ♦ / UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO / *a -co //I. / ; 1 , ALTER AN ITEM IN ANY WAY. • N : / / ( '�I . • _ �`> ------- A 3.) ONLY COPIES OF THIS SURVEY MARKED WITH SURVEYOR'S 1, k SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF •. o \�\ �'' • \ LAWN - 0..... 2... \ i THE LAND SURVEYOR. Z ._ STOCKPILE A 0 Z ' / ' A ••i__ AREA WETLANDS Q / 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC -� ' ♦ / • _ - + EDGE 01� LAWN \� OP / SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" J Y 0_ ic / Ali • :I/ • � ,+, I V � -77 / �' \,� +/-\\ \/-_\, + / ♦ 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 007, BLOCK 1, PORTION OF LOT 2 rr W Q DEED ' WETLANDS \, co 6.) TOTAL AREA = 3.26t ACRES. LL Z Z Q LINE (AREA OF \r +' �( . f PHRAGMITES) ♦ ,1 PROVIDENS7ALTCONTINUOUS ♦ -k . 7.) SITE IS LOCATED IN R-120 ZONE.FENCE a W - 0 p" HIGH • I ♦ MAINTAIN THROUGHOUT W Ce Z Q WATER 50.21' _ CONSTRUCTION A i 4 U // 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL I- Lij< 0 } w IRON 207.30' (SEE DETAIL) may"' OP • SYSTEM. !� 257.51' ♦ MONUMENT / �$�Nl 9.) BASE FOR LEVELS: NGVD 1929. O- O Q • PIN N 86'48'40" W (FOUND) / - - 10.) PERCENT LOT COVERAGE M z 0 - 12S / EXISTING = 4.42% O 0 • - BLOCK 28 - LOT 12 N 8 4B' ♦ PROPOSED = 4.48% L`' Et • (VACANT LAND) OF / FLOOD ZONE I •VE ?0• CO 11.) LIMITS OF FRESHWATER WETLANDS AS FLAGGED BY IAN COLE 05/2001 CME LI- I A ASSOCIATES STAFF, VERIFIED BY CHARLES T. HAMILTON, NYSDEC 06/24/02 ' / ' / ,/ 12.) AREA OF DISTURBANCE = 2485± SF WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SILT FENCE SPACING) 10' MAX CENT 36" MIN. LENGTH FENCE _ _ _ _ ER TO CENTER POSTS DRIVEN MIN. 16" f 1 r I I T i I 11 r l 11 I 1 I 1 1 r WOVEN WIRE FENCE (MIN. 14 _ II INTO GROUND B m 1/2 GAUGE W/ MAX. 6" MESH e SPACING) WITH FILTER CLOTH z _ I- 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE " TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR 36" MIN. FENCE POST N < I II T B HARDWOOD. UNDISTURBED _ I ,r B to z 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES FLOW GROUND SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, i Z a 6" MAXIMUM MESH OPENING. \\ % • 4' O N COMPACTED SOIL �\ a `\\\/\/\// /\\\\ \ \ II HEIGHT OF FILTER = 16" MIN. L MAX MAX 4 e _ wo 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE EMBED FILTER CLOTH \\\\�\�\/ . w \/\/\//\//\//\// 4' B - OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER A MIN. OF 6" IN GROUND \\A\Z\\/ n /\/\/\\\\\\\/\/ FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. - " O: //\//\\/ r' B 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 4 s,' 6" MIN. a W EQUIVALENT. F�p� ` w 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SECTION VIEW 8 T / � 8 Q "BULGES" DEVELOP IN THE SILT FENCE. CONSTRUCTION SPECIFICATIONS PERSPECTIVE VIEW PLAN 1-"1-.-1-4. z 1' MIN. -3' 31 Q 3 • UNE PIT WITH 10 MIL ix • PLASTIC SHEETING, KEY I.- -4' I - 1- = z ENDS INTO GRADE PROVIDE STRAW BALES BACKED? ¢ u) CO 3" MULCH SECTION 0 N WITH SILT FENCE (TYP) N OR ADDITIONAL STONE = -= DRAINAGE CALCULATIONS , cn V) "T-ii: P ADDITIION ROOF AREA = 394 SFLEGEND • I I I �.11� EXISTING ` REQUIIRED = 394 SFX 1.0 X 2 12 = 66 CF CONCRNETE ETO WASHOUT PIT CO N I Y C I ci amp .j( .a .J. . 12" ROOF �� / . . ._. ._. ilii: CPP '" 66 CF / 50.27 CF/VF = 1.3 VF �����.�.�:i����.�, N/F NOW OR FORMERLY 6 o SCALE • ••• •r •-L •=• (SLOPE AT 1%) •••%1*.• NO ADDITIONAL DRY WELLS REQUIRED NOTES: ►- NON-WOVEN � ��o' ���� '' ;•;;S;S;�,`•��%;S�S so- CONNECT TO RELOCATED DRY WELLS 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL SF SQUARE FEET - Y o ci o . .. 1" STONE •''"'.I'•:•%•••••.•••••. ,, CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING o o � Q w 0 w GEOTEXTILE ••.;%::14%y'•:•%;., tii ct o w re = o ��' _ '�'�� SOIL CLASSIFICATIONS PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, - - 14 - - EXISTING CONTOURS o_ m o o c.) (� L � �: � ,i;•iiy s •ice;I;ii �/ 4" PERF.. PVC OR HDPE IN i %•'••'• i'E` •••'• FILTER FABRIC SOCK f 2• %%;%S;. i % 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). s, •.;;.;,;;;;;;;,•��% ReC - RIVERHEAD VERY STONY SANDY LOAM, \v \� \� V \� u- LAWN DATE• 11/14/2014 roti ••%•;'•;S;•;;'%•;•%%•., 1jM 8 TO 15 PERCENT SLOPES 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM ROOF WATER COLLECTION DETAIL VOA;•• ��� PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES NOT TO SCALE FI`T •.;.,•.•.;•.•.••.•.., TEST HOLE DATA 75% OF ITS CAPACITY. ReC SCALE: 1 " = 30' %kgry ' BY: R. STROUSE P.E./L.S. ERF %''� 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT QUALITY CONTROL CERTIFICATION -4----/ 9RI� TEST IHOLE #1 10/30/01 OF WASH WATER. GROUP REVIEWED DATEROOF DRIP LINE PROJECT MANAGER RESIDENCE CONSTRUCTION ENTRANCE 0"- 6" TOPSOIL 6"- 32" SANDY SUBSOIL SHEET SURVEY - / ROOF WATER COLLECTION NOT TO SCALE " 30 15 0 30 32"- 60" SAND ENVIRONMENTAL _ SYSTEM (SEE DETAIL) 60"-110" SANDY TILL (MED COMP) GRAPHICSCALE IN FEET 1 OF I 1 CML 4 1 t 0-256 , 27-4 27-,A 28-12A ~ PORTION \ N E N V BLOCK 28 - LOT 15 PORTION c (SINGLE FAMILY RESIDENCE BLOCK 28 - LOT 10 !; _ N 27-16 . co N I ON SITE SEPTIC/MUNICIPAL WATER) (VACANT LAND) 26-12 •� C7 a°Oo ^� m / ` \\ 28-727-6 27-5 (I) �+ 0 0,3 a U / \ / • \ 28-8 ��.� A-1 a \ • 29-1 44 DI ST 28_,6 28-91110 a, 29-1, W CD MONUMENT '� m 11)‘: I \ ..------e- -''''''': . " (FOUND) e �O l` 29-10 / C.� z o U N 8G47 00 E • ,4 IN: %i261.35' 29-2 O0 . 1UUPORTION '� 'r„I�' /' 28- 26-1029_9En 0 �'1.1O-SC al=�� • \ En `VVI WETLANDS / UTILITY © a COI ♦ ' \ p1 BOX 28-„ o W IR I L --- I W 8'S'�'40! E 219.27' • I S 1733.96 SITE PORTION 29-6 4t 4w I (F UNB�J 3O9 7' ' • A , ' W 7700.52 29-8 as-� Cji o / EDGE OF LAWN I' / .�� w w - E- _ za-,z . � l ce • I 90.00' I \,_\-1,„. ,-� / ` /,--'�� ---------------------------- 11_) / � �' -I- \l� / / 32-3 29-7 k Q N q�l il� ,� / �` PORTION 29-6 (134 0 I ,' _� � ti 'I�� i\\--7\--L tom' /1 'I� __ ---1\--IN ----:-% ,___--' � �� 17-2-41 L W •• I //` / /� z \ .�I I� ',\/ /� _ / \t' � /1271----- -T----. 1� � � \,-/kms/ yJ --' ,---,....„...,:11----- '_ � I ry' i>, N M .. /�\ �\ il� /1� / • -�I / J/ /I /1_ IN l� 1 moi-- ���/ R • \ --/i-/ ( 1' / /�i� I� '\ ��' i� i \I_\/_\/_\/_\/----\/- / I UMITS OF TIDAL I\ _ \D�Y WELLS ��1 ` _' W R e�yP`( j v* ii I32-2 3,-,3 � � � 7 CONCRET� / , I�'' 3t-,2 co co WETLANDS (APPROX.) o © FO ROOF � I / �wASHOUT 0 �� / � \ / ® DRAGE ' � I PIT / ,j'�� -''' �o %I • ' \ p ' ---------______1_>- ,_ (SEE DET�d ) / - �• ' !,., �_ / * \\\:,./ _i_.„1- *:o ' po, ROOFANDDECK ' Il �� - ---_ ....7,......_ / _ Cus)r--1 ---1111 -* - - 1 1 LOCATION MAP SCALE 1 " 400' N / 1 DRAINAGE COLLECTION ' / �� '/ / t bo o/ SYSTEM (SEE DETAIL) ��� /mow j/ // ,LO/ ,L�/\\ �/ I ` r I W / _- i / CO Ct I • o / /. 1 EXISTING �� - w / / / z ;� � ::,° / O �/ J = RESIDENCE � / //;/ /' ��. � �/ tt O i,i9/ TEST HOLE #1 woF.F. EL. / , `� / / , /�� �I�I ooi I17.11. �„ � "�-� / _ o a =17.0 � / iFLAGPOLE � /�� ReC / I� �I� �`ai'i �K�c _ / �( / rr�y� MAP REFERENCES I, �1 /ii�` I� "' 1.) PLAN MADE FOR BURTON G. TREMAINE, JR; BLOCK 28 LOT N0. 11 AND / I I ' iss3 iiiiiilla....„11 W �` / `,...___.-/ i ��,? i ;'' PORTION LOTS NO'S 10 AND 15; AT FISHERS ISLAND, NEW YORK; SCALE: 1 / ` INCH=50 FT.; CHANDLER & PALMER, ENG'RS / K I 1•7`x I 4f1,'. ..;:;:; \ NORWICH, CONN.; OCTOBER 1962. • N _\,k .\ ________7 SEPTIC SYS T�K1/ ,, w • Y ; ` . NOTES �� /. • .-o f I 121 -_, EXISTING � � 1:::,1c/.14::::-:::::' � O� f'/ �� m t _ //// PaaPos� GARAGE � `� PROVIDE TEMPORARY `�O. / I 1.) THIS SURVEY WAS PREPAREDFORTHEPARTIES AND PURPOSE INDICATED _ 'O ! � "lf �I � / •1 ACCESS FOR CONSTRUCTION \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO 'o -/-\� \/ ' , !' - ` / f i (SEE DETAIL) BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE CL/ `� ) �/ ' `I /� f i__\// LOAN AND SEED AT ENGAGEMENT. i • .7. o/ \I ,8 ! \ •/ N. ` END OF CONSTRUCTION /iJ RELOCATE i' \ • • 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, �,� 1 �'/ \ , DRY WELL \�'�______________ - N � / UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO �! \ ALTER AN ITEM IN ANY WAY. / / 12 o ( _ '� -____---_------- i 3.) ONLY COPIES OFA F THIS SURVEY MARKED WITH THE LAND SURVEYOR'S =� / / �d, ;• � \ LAWN \\ ~ �\ \i / - SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF • o / N / THE LAND SURVEYOR. z / N , \; STOCKPILE A U Z " / \ \ AREA WETLANDS Q / 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC J Q l ' II • • -// ,_ EDGE 0� LAWN \j QP / SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" -� Y �, / �' al/ • /\ ,\ \ %,, - .- . 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, Q O �` SECTION 007, BLOCK 1, PORTION OF LOT 2 I. aC _ ce W a DEED ICI WETLANDS Ni,... % O` 6.) TOTAL AREA = 3.26f ACRES. Z I"" Z Z UNE / (AREA OF \/; t \ Q Q Q J 7.) SITE IS LOCATED IN R-120 ZONE. irkiiiPHRAGMRES) \* PROVIDE A CONTINUOUS • UNE OF SILT FENCE P / 0_ Lu U d 0 0 HIGHECOMANSTRUCTION THROUGHOUT 0 4 GV / 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL I- a Q } g w WATER 50.21' 207.30' (SEEDETAIL) • �°�' O SYSTEM. V) w d (n 0 h �/ 9.) BASE FOR LEVELS: NGVD 1929. d p IRON 257,51' MONUMENT / h Q 1..1 .. N 86'48'40" W � � W - PIN . (FOUND) 5 M = CL / 10.) PERCENT LOT COVERAGE M V 0 /?S / EXISTING = 4.42% BLOCK 28 - LOT 12 N 68• 48' PROPOSED = 4.48% Q Ct • (VACANT LAND) APPROXIMATE UMITS \,., c • OF FLOOD ZONE VE I W A 11.) LIMITS OF FRESHWATER WETLANDS AS FLAGGED BY IAN COLE 05/2001 CME ASSOCIATES STAFF, VERIFIED BY CHARLES T. HAMILTON, NYSDEC 06/24/02 / ,/ 12.) AREA OF DISTURBANCE = 2485± SF WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SILT FENCE SPACING) 10' MAX CEN 36" MIN. LENGTH FENCE � _ _ R TO POSTS DRIVEN MIN. 16" I 1 a1.-01_ °la a' _1:'.1.-.1. ala ar I I "l T 1 I I 1 f - DRAINAGE INSPECTIONS ARE REQUIRED WOVEN WIRE FENCE (MIN. 14 i' I CENTER INTO GROUND 1/2 GAUGE W/ MAX. 6" MESH - I� 8 Contact TOS Engineering at 765-1560 before m SPACING) WITH FILTER CLOTH z 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE L Backfill, OR Provide Engineer's Certification TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR 36" MIN. FENCE POST o ` --I I INTO .1.\-t 8 that the drainage has been installed to Code. HARDWOOD. UNDISTURBED FLOW GROUND I ' e z 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES I a o SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, IpA ( �' e Z 0 • E 6" MAXIMUM MESH OPENING. \/\\� z' /\\\\ HEIGHT OF FILTER = 16" MIN. 4, 1�� 4� i- EROSION &SEDIMENT CONTROLS o COMPACTED SOIL \\ \//\/ • 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE EMBED FILTER CLOTH \\ \�\� i • w \/\\\\\V\\j\/\/\/ I .a MAX MAX .�\,\ /\ � 0 / / //\//\/\ \ 4' 8 ' Shall lhclude but not be Ilmlted to: N OVER-LAPPED BY SIX INCHES AND FOLDEID, FILTER CLOTH SHALL BE EITHER A MIN. OF 6" IN GROUND / \\\\\j\/ a 8 A WWII maiht�ined Construction Entrance, - FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. 4" J r / //\ \\ ___ \ 6" MIN. 8 Wire Backed Silt f encing, stabilization & > 4. PREFABRICATED UNITS SHALL BE GEOFAB1, ENVIROFENCE, OR APPROVED I EQUIVALENT. '" 8 Sending of exposed and/or inactive soils. w 0 SECTION VIEW ��� 8 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN ce W a � a Q "BULGES" DEVELOP IN THE SILT FENCE. CONSTRUCTION SPECIFICATIONS PERSPECTIVE VIEW PLAN APPROVAL OF STAR ATER MANAGEMENT ; TRO P.: -T•wn Code : . =r 236 0 4' i e..� z 'pProved by: / - 1' MIN. '-3' 711 Q 3 UNE PIT WITH 10 MIL I- w v PLASTIC SHEETING. KEY- 1�4'-� z z ENDS INTO GRADE - z PROVIDE STRAW BALES BACKED Q L CO 3" MULCH SECTION WITH SILT FENCE (TW) cc, OR ADDITIONAL STONE co o I I - ... ... - I _ I I _ DRAINAGE CALCULATIONS ...�r .� EXISTING .%'' CONCRETE WASHOUT PIT LEGEND m N I CC Y W r N P"L ADDITION (ROOF AREA = 394 SF V7"'I i J�. Jj 4 12" CPP ROOF �� REQUIRED = 394 SF X 1.0 X 2/12 = 66 CF NOT TO SCALE " " " 66 CF 50.27 CF VF = 1.3 VF 6 • L �'�� `"'''' / / N/F NOW OR FORMERLY o o �•'• •"'• "'"' SLOPE AT 1% ••'•'•'• NO ADDITIONAL DRY WELLS REQUIRED NOTES: ~ W ,•i%.%•i.%•ii%.%•i, W Z ._. ,,.,,,.,.,.,.,,,,�,,�,� so_ CONNECT •TO RELOCATED DRY WELLS 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL SF SQUARE FEET -� Y cD NON-WOVEN ifi.� i.�.� '4V-4, %%%•%•.% •., o o 0 Q w oo J -• 1" •STONE CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING GEOTEXTILE '14:11 � ,} /' •,i i%% %%%.q'• %%y ��ti/ O_ O w ec m O 4" PERF. PVC OR HDPE IN %'%%'%''•`r •'' �'G� SOIL CLASSIFICATIONS PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, - - 14 - - EXISTING CONTOURS o_ co 0 o o o �- y '411.1.,%,•...<`-.1 •••.:•::,,� 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). FILTER FABRIC SOCK �' '�'; �,%•,,,%.14:S%,, ReC - RIVERHEAD VERY STONY SANDY LOAM, V u V u V '/- LAWN DATE: 1 1/1 4/201 4 `S 0 "'•'"•• •'':'•''�' �I 8 TO 15 PERCENT SLOPES 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM � •��''''�'%'%�'�'%�%�'��'�' SOIL SYMBOL ROOF WATER COLLECTION DETAIL �F ••.�r%•%•%d%•%• %'%' �INIIP PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES ReC NOT TO SCALE FI %%%%•;. :$I: I TEST HOLE DATA 75% OF ITS CAPACITY. SCALE: 1 = 30 '�'•'•'•%••' BY: R. STROUSE P.E./L.S. 41 'tR F "'�''� 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT QUALITY CONTROL CERTIFICATION -4\---- AeRIC y TEST HOLE #1 10/30/01 OF WASH WATER. GROUP REVIEWED DATE / ROOF DRIP LINE �p �p PROJECT MANAGER RESIDENCE / CONSTRUCTION RUCTION EN I RANCE 0"- 32" TOPSOIL SURVEY j ROOF WATER COLLECTION NOT TO SCALE 6"- " SANDY SUBSOIL 30 15 0 30 SHEET ENVIRONMENTAL / SYSTEM (SEE DETAIL) 62 - 1060SAND --- 1 OF 1 CSL / 60"-110" SANDY TILL (MED COMP) GRAPHIC SCALE IN FEET 1 \TE1(00 _ -C-) N Lq / °FRC-E.-- OF i . . .�,`'t' M ,P,e7:. ' a, i a E! YO M 'S 13';` TnLL0_7::::, e TWOQES. sr' NCoi, ,, 1- rNSOF. 1Y-L ,�.P.t'-; AS REQUIREQ A O Y E3UILOityG P r"aRT",�FNT AT SOU' r r -4ARD GENERAL NOTES ELECTRICAL NOTES i802 8 AM 10 4 P�." FOR THE �� �, T c G,=S o':f�IA}G INSPECTIONS: 1• The contractor shall furnish and install all items 6. workingdrawings stamped "Issued for 1. All work and materials shall be in strict FOUNDATION - TWO REQUIRED -- 6� _ �y k Only 9 P • unless otherwise noted. Construction" are permitted to be used for accordance with local building codes. FOR POURED CONCRETE-.P __` 2. The contractor shall verify all dimensions and construction of this project. All other drawings 2. Provide and install all wiring, devices, conduit, 2. ROUGH - FRA".9!NG & PLUMBING ' job conditions. All discrepancies shall be are obsolete and are not permitted on the job special outlets, light bulbs/lamps, and other 4 ANALLATIoiv OCCUPANCY 0 material as required for a complete, 4. - CONSTRUCTION MUST ������� brought to the attention of the architect. The site. Contractors usingincorrect drawings are fully-functioning system. BE COMPLETE FOR C.O. USE IS U contractor shall be, solely responsible for solely responsible for all work not performed in y g Y em. CONSTRUCTION SHALL MEET THE 3. Size of existingelectrical service should be ALL REQUIREMENTS SOFvisiting the job site and obtaining all correct accordance with the drawings issued for REQUIREMENTS OFT E CODE a0E FOR WITHOUT CERTIFICATE YORK STATE. NOT R information for the completion of the contract. construction. 4. Coadn ra toruate orisew responsible for design and { DESIGN OR CONSTRUCTION ERRORS• OF OCCUPANCY a. All dimensions locating exterior walls are 7. Manufacturers installation instructions for all installation of properly sized and loaded system. to outside face of framing unless noted products shall be kept on site by the contractor 5. Install weatherproof equipment and devices as otherwise. for use by the owner. indicated or as required by code. PLUMBER CERTIFICATION b. Dimensions locating interior walls are to 8. Contractor shall provide all tools, materials, 6- Provide electrical connections as required for ,, ON LEAD CONTENT BEFORE rough framing or centerlines of finished labor and equipment necessary to provide a HVAC equipment. with Coordinate CERTIFICATE OF OCCUPANCY HVAC openings unless noted otherwise. complete installation of the work described in contractor. SOLDER USED IN WATER 3. In the event that certain details of the these drawings. e all lht SUPPLYSY TEI:�'CANNOT construction are not fully shown or noted on 9. Drawings are not to be scaled in the field. 7. cceilingmountedju ctionbo estures at wall- and EXCEED 2110 OF 1S L '.D• the drawings or called for in the specifications, Written dimensions take priority. 8. Provide smoke and carbon monoxide detectors RETAIN STORM WATER RUNOFF their construction shall be of the same size and 10. General contractor and all sub-contractors per code. PURSUANT TO CHAPTER 236 character as for similar conditions which are shall be familiar with all drawings for project. 9. All switches to be on dimmers unless those not OF THE TOWN CODE. PLUMBING shown or noted. Information for all trades appears on sheets. allowed by code or in closets. ALL PLUMBING WASTE 4. The contractor agrees to assume sole and 11. Sam Fitzgerald Architect PC shall retain all 10. Final location of all electrical fixtures to be &WATER LINES NEED complete responsibility for job site conditions copyrights, and all statutory and common law determined at walk through with owner TESTING BEFORE COVERING during the course of construction of this rights with regard to these plans and the prior to commencement of work TRUSS PLACARDING REQUIRES project, including safety of all persons and building design depicted in therein. Any property. This requirement shall apply reproduction, change or assignment to a third ^:il<tlr� >:r,. ""'T:CA]S �CFt ?)ll?r 2 continuously and shall not be limited to normal party shall not occur without first obtaining the Contact 1 'S Gr, ir�eering at 7GS-1560 before hours. The contractor further agrees to consent of Sam Fitzgerald Architect PC. Backfill,OR Provide Engineer's Certification defend, indemnify and hold design professional 12. Owner-provided items (installed by contractor) that the drainage has been installed to Code. harmless from all liability, real or alleged, in are the following: \ I connection with the performance of work on a. Decorative light fixtures not listed in PORTION \ this project, excepting liability arising from the Electrical Notes. BLOCK 28 - LOT 15 PORTION sole negligence of the design professional. b. Items from existing house to be salvaged (SINGLE FAMILY RESIDENCE BLOCK 28 - LOT 10 5. The architect preparing these plans will not be for re-use. I ON SITE SEPTIC/MUNICIPAL WATER) (VACANT LAND) P P 9 ELECTRICAL / responsible for, or liable for, unauthorized EL , REQ • changes to or use of these plans. All changes fit I DSPC r I �w RC / \ to the plans must be in writing and must be L / \ approved by the preparer of these plans. ♦ / .• \\ / / MONUMENT / \ ♦ • (FOUND) 1 261.35' N 86'4700" E\ / ''...4'1141:0 / r--� WETLANDS / UTILITY BOX I I IRO 40" E ♦ �wN E % _ S 1733.96Renovation and Addition to the I N 8�'4 219274 -- W 7700.52 .27' / A (FQUNB) X02 • ff / EDGE OF LAWN / w W--------WE---------- t 90.00' I ' �� ,I\ ;� '`'�--� / , 1-- A''''''' �r����\��/ O. vi/ -'-- !-'' ------------------------------- _ .. i „ n , 7,,,,.., , II , • /�\ � 'I�1� � � - ��/ ' iii i\ �I� ' / �'. i� r .A I i . > 431 „..,. ., ....., , ,,,,,„ €., ,,,w „Tit UMITS OF TIDAL I �� ' �Y ROOF �J, /� , I WASHOUT DR\��� _-_/'/ �'\ %' . R , . , ers island . . WETLANDS (APPROX.) I r,\ ° DRAGE ��\,� l I PIT "'���- ��o iNINI , I l I (SEE DET�iL) 43 / �� I �Z �� ROOF AND DECK I 0, 7 DRAINAGE COLLECTION I Y` '''� /1$ / \ \ ' 'Noy co �\ o/ SYSTEM (SEE DETAIL) I 1 ► / va % / 0/ \ _y • bFish NY ° / /. / ' EXISTING • w, // / ct ° ° / = RESIDENCE �� / �- / \ Z s=_ o ° '` / F.F. EL. / / / i v� o 0 / TEST HOLE #1 w o �\ R ReC / v• co o = o I I I=;,°.,., -�-' / o a =17.0 __ i (/ / FLAGPOLE i�\ / / vi i-i/� •� / / �'� / Sam Fitzgerald Architect, PC / • I 16.93 aplit w \,� % % ,� 1 /6/ I iI\ a I - _ __ --�'� � �� PROJECT DIRECTORY SHEET INDEX 15 E. Putnam Ave.,#234 rn w l / t,,-Y, / Greenwich, CT 06830 • "/ m) N I \/\-\--\/� SEPTIC SYS--INA 4,-r;�� I \SIr_. 860.287.3808 W = ' 1 1)-`44;-; V A0.0 TITLE SHEET-PROJECT INFO GENERAL NOTES Y I _II �� • EXISTING I •/ p 40' = / . . . U I I 12j 1 info@samfitzgeraldarchitects.com . o irporeeopesTit GARAGE I -,. i D1.0 DEMOLITION PLANS • �� ifs e! -/ i PROVIDE TEMPORARY N,\(\ OWNER.\ ' __ I / •1 i // ACCESS FOR CONSTRUCTION 0A1.0 PROPOSED FIRST FLOOR PLAN I 1 o - /_\�N NIJ IN _ I `/ (SEE DETAIL) Arnold Fisher a ''� _ LOAM AND SEED AT! , _ • 7' ,/" \/ \I,....,,,, ; �� � • • � - � \� ` A d New York, NY, 10171 A2.0 ELEVATIONS DRAWING REVISIONS Li � � RY WELL --- -- \ '1 \< ' A A3.0 SECTIONS .n ^ / / / In - �,,• �� �� ,`' =��----____-- '• • i C; 1 A A6.0 WINDOW SCHEDULE I o / •• :V N n LAWN \ �( _ \ E1.0 ELECTRICAL PLAN • o / �\ • / '$ �`� PROJECT ARCHITECT: S1.0 THREE SEASON ROOM STRUCTURAL PLANS z / A STOMP!. ♦ \ A ' / - N ' - ' o� \ \ • EDGE 0 LAWN ' ;/ AREA WETUWDS P� // Samuel W. Fitzgerald, AIA --\ . • \77 A �� 15 E. Putnam Ave., #234 ' =- •_.___� '' ' - \'� Greenwich, CT 06830 / DRAWING ISSUE I DEED WETLANDS r \i% Off\ (860) 287-3808 1 01/15/2015 PERMIT LINE ' / (AREA OF \\% �'' L. \ Q ' PHRAGMITES) AA PROVIDE A CONTINUOUS UNE OF SILT FENCE A HIGH MAINTAIN THROUGHOUT WATER 50.21' • CONSTRUCTION A. ,�<6 *4 G MONUMENT I ( DETAIL) ���.y��o SURVEY PREPARED GENERAL IRON 257.51 20730 ey / RED BY. CONTRACTOR: • PIN N 86'48'40" W (FOUND) c, / , ,2S A / CME Associates Engineering, BD Restoration & Remodeling • BLOCK 28 - LOT 12 ase• �' Land Surve In & 1420 The Gloaming, P.O. Box 447, Renovation and Addition to (VACANT LAND) FLOOD ZONE I X20; w ` Surveymg Fishers Island, NY OF VE / CME Architecture PLLC (631) 788-7919 FISHER RESIDENCE J formerly CHANDLER,PALMER&KING r.„), c3300 Claypoint Rd., FISHERS ISLAND, NY ST �`C��' Sheet Title 32 Crabtree Lane,Woodstock, CT 06281 Phone 888-291-3227 ,r �333 East River Drive, East Hartford, CT 06108 www.cmeengineering-com * 7 , � PROJECT INFO SURVEY SHOWING PROPOSED WORK tr, �:,.a,,..,SCALE: 1" =30'-0" g �``� <0 ( j` rryC,!J (i . Date ».� 01/15/2015 4' f` o :::t c ,.�-....ali\�� 1 60-142 ' � ' AS NOTED AO to 0 z I 1 GARAGE O j O O 01 O 0 PLAN LEGEND: 0 0 0 0 0 GUT ROOM OF ALL FINISHES, EXISTING TO BE DEMOLISHED POWDER ROOM REMOVE EXISTING REMOVE FIXTURES AND CABINETRY EXISTING TO REMAIN 10 STAIRS,PREP FOR NEW EXISTING PREP. FOR NEWLY RENOVATED 103CE a STAIRS - BATHROOM PER PROPOSED PLAN I I STAIRS NEW CONSTRUCTION BATH SIT NG ROOM ► I , SHADING INDICATES AREAS OF ' '' ' CLOSET KITCHEN 209 206 I I 1 /i'.'%'3'- 1 K�-,'` 11 IS-1-11-1-1,1-1-1,/ i Q 1 1 1 I 1. , GUT RENOVATION OR ADDITION. OFFICE — CLOSET � � r I i 1 1 ,•• • \1'1 1 1 1 ',,,,,..,- FOYER ' ' 1 ,14,,,,,...,...,, ...-_, ��� ALL OTHER AREAS TO RECEIVE 102 104 `� % : 108 109 t _=y, ?`- MASTER BATH MINOR COSMETIC IMPROVEMENTS — L II -T-- MASTER CLOSET 106 / - BEDROOM LAUNDRY -t-- r --+-- __ 205 204 1 _ _1210 208 --�-- � ""�_ ��_ DN -rte --+-- �' �'1 I I CLOSET i I REMOVE FLOOR AND DN L I 107 1 1 =__� _�� CORRIDOR ALL CONSTRUCTION CLOSET k_, ' �% O 3 200 NECESSARY TO 207 „ Sam Fitzgerald Architect, PC ___ _ \ INSTALL ELEVATOR II REMOVE DECORATIVE ' COLUMNS, STRUCTURAL = - X t 15 E. Putnam Ave.,#234 BEDROOM MASTER BEDROOM Greenwich, CT 06830 DEN COLUMNS TO REMAIN REMOVE FLOOR FAMILY ROOM 1 211 203 860.287.3808 101 AND ALL 110 - 0 BATH info@samfitzgeraldarchitects.com LIVING ROOM CONSTRUCTION // 212 BEDROOM BAT C 100 NECESSARY TO iQ 201 02 �_ INSTALL ELEVATOR -' t 0.0., - _______,=.=.... 4,==,,,=.„.., ,,„,, __I gym===== = .4 r / _ _ ` j DRAWING REVISIONS \ 1 i O O O O O 0 0 REMOVE PORCH EXISTING PORCH ROOF AND ROOF ROOF BEAM, TRUSSES FROM SOFFIT,AND DRAWING ISSUE THIS SECTION FOR FASCIA TO REMAIN. 1 01/15/2015 PERMIT NEW BALCONY. I I L__ I I 1 Renovation and Addition to FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN FISHER RESIDENCE (çf'\ FIRST SCALE: 1/8"= 1'-0" SCALE: 1/8" = 1'-0" 3300 Claypoint Rd., FISHERS ISLAND, NY Sheet Title T _" DEMOLITION FLOOR PLANS .�g,�°�PrD A�c�y` �r✓ E �� Date 01/15/2015 r.,'",,,\4° C t v `x ' J A"nb ' t1 Project �,� ,.. ��„�, , , 60-142 . I .0 �w;'} Scale AS NOTED a°°m'Q, C2°'�'� G< , a\\ Ari'L 3 I 4. :V ` I 1 l 61 it 0 0' :0 Q I I I 1 I I I I I I I I I I I I I I I I z 0 0 0 0 0 y13'-4" 19'-2" i NEW EXTENDED FOYER 81/4" 17'-91/2" EXISTING DIMEN I N AND NEW FRONT ENTRY EQ y 8'-0" ), EQ �� WITH SIDELIGHTS y 31/2" - \ \- 31/2" y` POWDER ROOM �� .,,� -�_ r \ 103 o NEW STAIR Z CONFIGURATION 1'-8 3/4" y 3'-4" 3'-4" '16" - \ q R 1=1 �1�-$"t a M , . . ._ • 11m= _.3. . 1=1____ _,,,..,1_1_,_ __ . F-1 r . \Ora-1_ - Ij�il]_ \ \ \ 4. ,11 . DN rl , '' 1 I �,. I II I I UPOD E7,) ` 1/ \1 (i) _y `�� I I II I ,ii' 0zl- d' `�` 1 J1 'i'/ M w te CLOSET CLOSET KITCHEN 10 �A� r- • I'\ r- —I7 ,r'� , r. 104 • 0--.- 108 109 ' _3:i�r- ' -ter -i 6'-0" OFFICE 1 �\ , fJ 102 ' RECONFIGURED PORCH / \�`.� �,'� 111 r. , � r FOYER ��/ � 106 �� \\ _ Z., _ A. DN* II ;1 DN i,. ♦ ) q N 0o �— = T- - DNJ ( r -1 Y1 yv IL- -I 0 u I . II NEW ELEVATOR THINE EASON ROOMS \ 107 ,� �' :'`43- \ jcii '` 112 3�_�" #1,11,1,11 1 CA) A /% r1 I r co i„ I I ... CV W //// i.,„,....„.... �_ 1 I I PLAN LEGEND: 111\ ' .a I I I . . "*' I DN I ILI ch • EXISTING TO BE DEMOLISHED - I ____ L J L I L J –___h FAMILYi) \:11111 E) \ TO REMAIN -, M - 110 \ rn NEW CONSTRUCTION ��lila 31/2" ; d 31/2" SHADING INDICATES AREAS OF - DEN EQ • 8':-On --)c,----\- EQ GUT RENOVATION OR ADDITION. )' i\ ALL OTHER AREAS TO RECEIVE 101 81/4" 17'-91/2" L J L J L J i i ,� MINOR COSMETIC IMPROVEMENTS 19'-2" — LIVING ROOM i '( 100 0A2,0 a/ i r Sam Fitzgerald Architect, PC , 15 E. Putnam Ave.,#234 ` Greenwich, CT 06830 860.287.3808 ...\\\ L i L 1 J','Ai_im _/ info@samfitrgeraldarchitects.com DRAWING REVISIONS 0 011110 -_ 0----0 0- 0 DRAWING ISSUE 1 01/15/2015 PERMIT Renovation and Addition to FISHER RESIDENCE 3300 Claypoint Rd., FISHERS ISLAND,NY �C.�_D ARC•y/l,� Sheet Title 459.s\\\. a rel F,r� �� Q.., G, PROPOSED FLOOR PLANS F 0 t,- FIRST FLOOR PROPOSED PLAN * g.: .`w.`,',' ;i Date 01/15/2015 (1) SCALE: 1/4" = 1'-0" cZV s " 9k0, ::: 60 142Al, " II -''° ', AS NOTED (11c I / -7 -40 -00- =„=„I■ • II II NEW STAIR NEW FINISHES, FIXTURES AND CABINETRY CONFIGURATION lliiiiii immm BATH MSITTING ROOMoo 6'-2o1/2" o - MASTER BATH L - b 205 I CDI MASTER CLOSET BEDROOM LAUNDRY I -- i ,, 3'-71/2" immimilis31/2" 204 II 208 21041 -- limilimiiiimmimmis N � DN 4 r ; 101° I 4:1) 1 lAll . NEW ELEVATORMI _ 411‘111111 Mill ? 1: h 11 1 irl 207 'MO M M NEW WALLS AND DOORS,TYP. I CORRIDOR " ' EQ2 EQ2 PLAN LEGEND: 200 WU' CC o DOOR EXISTING TO BE DEMOLISHED a o w ' EXISTING TO REMAIN NEW CONSTRUCTION 111 MASTER BEDROOM =/4203 SHADING INDICATES AREAS OF BEDROOM GUT RENOVATION OR ADDITION. 211 Mt II ALL OTHER AREAS TO RECEIVE BATH 3III DOOR MINOR COSMETIC IMPROVEMENTS IL I � IF WINDOWNEW DOOR WINDOW 212 BEDROOM EQ3 EQ3 201 I illilh el ci Sam Fitzgerald Architect, PC 15 E. Putnam Av34 \ / : 11 IVI (oI Ili E ± m (0I,I¢1 ISI`� IZIozl ! Lu I 111)11 ! 1-- 1121 III ISI ISI III ItilIl¢I DRAWING REVISIONS a II IWI I� IF-I III..._.._.._.._.._11111E mor_. eNN_.._.._.._.: !!!III EQ4 i EQ4 2" POST BETWEEN POST BETWEEN DRAWING ISSUE WINDOW AND DOOR WINDOW AND DOOR 01/15/2015 PERMIT NEW BALCONY CUT INTO 1 EXISTING PORCH ROOF f A2.0 Renovation and Addition to FISHER RESIDENCE 'eD FRC, , 3300 Claypoint Rd., FISHERS ISLAND, NY Cy ‘i\ , Sheet Title fr, .: PROPOSED FLOOR PLANS SECOND FLOOR PROPOSED PLAN ,, OF Date 01/15/2015 Project Al I I SCALE: 1/4" _- 1 -0r n �� 60142 Scale111C nr • AS NOTED S_ B/ROOF TRUSS ELEV. EXISTING I l I 1 i :111 I -_ _ 111 111 111 111 HI _t It III TT 11 T/SECOND FLOOR FINISH FLOOR III_ m..... ----- limiMihh.., _ ELEV. EXISTINGr....„._------------.-------------7---_____ h -e G' mu] iL C iii iii ii , ■un i ❑ffiE I I ELI -- -- -- -- -- -- -- T/FIRST FLOOR FINISH FLOOR - ELEV. 1T-0" p - I - , o ,h T/3 SEASON ROOM FINISH FLOOR _ ='I- _ - _ �� 5 ) 1-1_ 1 ) f - ELEV. 16 5 - - r 11 ■ Illi` SOUTH ELEVATION EAST ELEVATION 1 SCALE: 3/16"= 1'-0" SCALE: 3/16"= 1-0" ELEVATION LEGEND: SHADING INDICATES AREAS OF GUT RENOVATION OR ADDITION. J Ii . ALL OTHER AREAS TO RECEIVE J" MINOR COSMETIC IMPROVEMENTS Sam Fitzgerald Architect, PC 15 E. Putnam Ave.,#234 Greenwich, CT 06830 860.287.3808 info@samfitrgeraldarchitects.com S _ B/ROOF TRUSS ELEV. EXISTING DRAWING REVISIONS T 1 T III I III 1111 III T III TT ti / i,_ s i - - T/SECOND FLOOR FINISH FLOOR ELEV. EXISTING DRAWING ISSUE ■ 1 1 �- -- 1 01/15/2015 PERMIT III T "-- IminwrImmor Bien IN III T Ca TT iii dill I HI 111 II ii — I — T/FIRST FLOOR FINISH FLOOR ��_, 37 ELEV. 1 T-0" _' INI ..... ......., _ iiIIMI■MII■ _ M _—. r— J _ S T/3 SEASON ROOM FINISH FLOOR Renovation and Addition to r �- ELEV. 16'-5" FISHER RESIDENCE 3300 Claypoint Rd., FISHERS ISLAND,NY Sheet Title ` SI 4 , -n t T ELEVATIONS EVATION S 3WEST ELEVATION ' ? i SCALE: 3/16" = 1-0" TZ0 °5%� Date 01/15/2015 -17 g o Project 60-142 A200 IA i fi Scale AS NOTED 11.,7-<- ..= 31) NEW POSTS, RAILING AND BALUSTRADE, PNTD TO MATCH EXISTING TRIM WORK 1 1/2"TYP. ,, , , 4 1/2" O.C. MAX. SPACING TYP. L J IT J 1 = `'\ I L—...1 0 z -\ I- o ti = o J LE LL 0 i j zo = U o `- U W Z NEW IPE RIM BOARD --a:; o w KEEP 1" SPACE FROM ROOF \ m LI- MEMBRANE MEMBRANE FOR DRAINAGE ci Zo 2 IIILMINIIIIIIIIIIIMIIIIIIIIUIUNINIIIIIIIIMUIUMNIIIIIIIIMIIUMIIIIIIIIIIIIIIIIINIIIIIIIIIIIIMIIIINNIIMMILMI 1111..Z SIMPSON STRONG TIE HCP CO - AT LVL TO RAFTER AT 11 p‘ CORNER BEYOND co , *..._ \ _X _ EXISTING STRUCTURAL ► r �, I SIMPSON STRONG TIE � r- BEAM TO REMAIN \ >< ECCLQ-SDS2.5 AT CORNER c d Il JI _, I r BALCONY CONSTRUCTION , IF EXISTING COLUMN TO REMAIN let AND FACIA TO MATCH • 1X4 IPE DECK BOARDS WITH%" GAPS 1 .;- i. AND ALIGN WITH EXISTING • • DOUBLE TAPERED PT 2X SLEEPERS,ALIGN WITH JOISTS BELOW • EPDM ROOF • Y2" BEAVER BOARD EXISTING COLUMN • %"TONGUE AND GROOVE PLYWOOD TO REMAIN • (2) 1-3/4"X 7-1/4" LVLs @12" O.C.TAPER 5/16" PER FOOT TO DRAIN • PORCH CEILING TO MATCH AND ALIGN WITH EXISTING . -.L' Sam Fitzgerald Architect, PC 15 E. Putnam Ave.,#234 Greenwich,CT 06830 860.287.3808 info@samfitzgeraldarchitects.com L[) O � r _r 0) DRAWING REVISIONS DRAWING ISSUE 01/15/2015 PERMIT J I 43 `4 \ \ \ IRenovation and Addition to x FISHER RESIDENCE >< \ 3300 Claypoint Rd., FISHERS ISLAND, NY / As ' . „„„) Sheet Title >C ZS -.41I / .s, ,: NEW BALCONY SECTION D : .,-,;:,,i ; E a :.�:`, ,111 ® Date k 01/15/2015 g ,fj. ; Project �'� ��''� . 60-142 SECTION AT NEW THREE SEASON ADDITION SECTION AT NEW BALCONY �` --F- -a A3 .O scale AS NOTED 2 SCALE: 1" = 1'-0" 1" = ,r SCALE: ilidir 1-0 $ �*' : I i. LEGEND ® RECESSED LIGHTING FIXTURE I MWALL WASHER FIXTURE O ACCENT LIGHTING FIXTURE 17 SURFACE MOUNT LIGHTING FIXTURE 1,1 Ili ARTICULATED ARM WALL MOUNTED FIXTURE 1111 WALL MOUNTED SCONCE 1 Alc QUAD RECEPTACLE O DUPLEX RECEPTACLE I I I C CLOCK OUTLET-VERIFY HEIGHT CLOCK Afic HALF SWITCH,HALF HOT DUPLEX RECEPTACLE ,T la ® HALF SWITCH,HALF HOT FLOOR OUTLET 1 I 0 FLOOR OUTLET 1 l O EXHAUST FAN GARAGE — r i.— CEILING FAN j SWITCH I ! ,mow WALL MOUNTED TV JACK 16.' { 1 , ;' i i . I – — I 1 I E°� - - - - - - - i POWDER ROOM ^ E3j ;i' �` ;:�._: -- ---- + ® �I CONNECT TO EXISTING I - _ .,.__._—_--- 11 �STAIRLIGHTSWITCHES i l -- ----- CONNECT TO I F -II �„ .-a......� j r 1r-- +.` + OO � s ' i=--- y., I ISWITCH ON / - '` `NO CHANGES ! EXISTING FOYER UP I� �/ $ $ T r--� / BATH I FIXTURE tl w � H �Bti IS ROOM : LIGHT SWITCH {1 I I ! I l€:-I CLOSET ® -�I I NO CHANGESSIIN THIS ROOM SETTING ROOMY ( © \O5 I NEW SWITCHTOt ICLOSET KITCHEN j1����T -_.___ EXISTINGLIGHTI --JN THr -- toa Ti_ oe tos 1 r-_1 I 1 I NO CHANGES MASTERBATH j171{x/ FUTURESOFFIC I -- A1 • 0 I, I NO CHANGES IN THIS ROOM IN :10)1 ®/NOEItpp - NO CHANGES - ROOM '1 J j ® :j . :IH0 . REC IGURED PORCI ><cJI ±J/O CHANGES I IN THIS ROOM ® / I NO CHANES ROaI IN THIS ROOM FOYER i / 1 D - D M LAUNDRY MASTERLO ETI�I BE k S 1 ij 3 1 1 CLOCK - ® I 1 DN ' JGINHISOM n r rg_ � g _ I , ......,ii-- 1 I .:, ON11 - II DNifi !� _____ / © CONNECT TO EXISTING ...�CE TER-BOX CENTERJ-BOX III ,—�— Y) 0 L © SWITCH FOR KITCHENI ! 0 1 I ON WALL NEW ELEVATORfil . III I- CONNECIT TO EXISTING - NEW ELEVATOR LIGHTS ® R00 ® ® - ,__ - SWITC LACE -- /CONNECT TO EXISTING SWITCH FOR OVERHEAD / H FOR FIRED r — .s �� �/ SEASON I, k � / I 0-el LIGHTS vs...., I 6'-'" 1 .-_- LIGHTS ` - • ; � - -�1 - �..-. CONNECT TO EXISTING.-1--- -- I, 1I i 1 �� - I CORRIDOR --t _ 1 ' C - 11"x 15 RUG ------ -7---1-71--1--------- i \, A. - _l�J i ( _- - •! © -1--- 1 I (111 I I ,WITCHLairs? 1 �' rCONNECT 70IXISTING b 1 -.-. DN a, MU ES53 cErilEaJ X • CONNESWTCH EXISTING �1� SWITCH ° Sam Fitzgerald Architect, PC € LIMI N STING t', j ICLOCK j BAY LIGHTS e - I +. ._ _ ON WALL s SWITCH FOR PERIMETER ' �' 11'x15RUG « 17 x15 —' x1 RUG I ; FAMILY ROOM P' `T r 1 13' Si.3 NO CHANGES IN THIS ROOM * F� % 3 15 E. Putnam A -� I ® 1 r I YI / BEDROOMI ..v Greenwich,CT 06830 . 0 e� / DEN M= CLOCK m_ i NO CHANGES IN THIS ROOMEll i 860.287.3808 ` ®J - -N / NO CHANGES i I Iry� __I 1 �J�-'� BATH __ , eHi ' -I 1 LIVING ROOM f 1 Q ® IN THIS ROOM info@samfitzgeraldarchitects.com 1--- ' L I r Ij x NO CHANGES BEDROOMji i : _1 ' r tao CONNECT TO EXISTING pt /- -J i / IN THIS ROOM I r O ( (\/ �� 3 I\ SWITCH FOR OVERHEAD .' li �, i -r J 3 I 3 L I I � LIGHTS l CONNECTTO EXISTING �' If JV SWFrCHFOROVERHEAD .,? : ? 1 *-.4 ",- .-,_ fr y, -..yr .. ". I'S r LIGHTS Y^t :. — _ —-t!^" _ rm iLJ j \ � \ /1:.:,....._______vi W d Ei� DRAWING REVISIONS it p �� % 1' I1 1– T_11 II 1 1 _I DRAWING ISSUE 1 01/15/2015 PERMIT I_ I I 1 Renovation and Addition to 0 FIRST FLOOR ELECTRICAL PLAN 0 SECOND FLOOR ELECTRICAL PLAN FISHER RESIDENCE SCALE: 1/8"= 1'-0" SCALE: 1/8"= 1'-0" ;/. k.i .� -iv), 3300 Claypoint Rd., FISHERS ISLAND, NY cl c 'v �e 1 V7-.)...".,.140,41 tt Sheet Title ro-itr, r .',,, t' DEMOLITION FLOOR PLANS s . 4,0 ,,,t) �� :. -° yd Date •• 01/15/2015 Project II I 'i 60-142 , j + , ._, 0 (1 (( I I Scale \1 AS NOTED R5/ . r; ��3/4" THEADED o HOLE , / N • .- a ' v TOP VIEW . '. ::• :. •- - h-8°—1 f' a d b � e - Standard requirements: 1 . Roof sheathing: 1/2" plywood with 8d nails at 6" on center at panel edges 2. Exterior plywood sheathing: 1/2" plywood with 8d nails at 6" on center at panel edges unless otherwise noted. 3. See notes on drawings below and A3.0 for additional requirements. 4'-4" 5'-0" PRECAST FOOTING/FROST POSTS ALLOWABLE LOAD BEARING AT TOP = CONCRETE PSI ) AREA / FACTOR OF SAFETY 4000PSI w (8*8) / 2.22 = 115,315LBS ALLOWABLE LOAD BEARING AT SOIL = ALLOWABLE BEARING CAPACITY NE AREA = EDHIGH WIND REINFORCEMENT � 12' I 2000PSF (2*2) = 8,000LBS SCALE: n/a 0'-4' —0'-4" — 23' -1 NO. 1 DOUG FIR 24" ITEM WEIGHT FROM 2 x 6's 16" Q.C. GENERAL NOTES, SIDE VIEW S❑NAS 725 ® BELOW @ 1. CONCRETE 4000 PSI IN 28 DAYS, 2. CALCULATIONS BASED ON SOIL PRESSURE OF 2000 PSF. -:___- -------_------____--------___-- SIMPSON HUCQ210-2-SDS _ i - - BEAM HANGER @ (2) 2X10'S - i FROM TYPICAL FROST POST DETAIL TO COLUMN, TYP. BELOWGSCALE: 1 - 1 -0 I3-112"x3-1/2" PSL FROM FROM FROM WITH al ® SIMPSON ABW44Z BASE BELOW BELOW (2)-1 -3/4"-x 11 7/8 ML � BELOW � .®I QUI. -- -- OVER FROST POST ��� 1, -t' `r POST DOWN TO - (2) PT N0. 1 DOUG - - ea DN j ��_♦ L ''' ,I - PT N0. 1 DOUG FIRw FIR 2X10'S BELOW 'llSIMPSON ABW44Z BASE 2 x 6 OUTRIGGERS OVER FROST POST 0_, (2) N0. 1 DOUG FIR N0. 1 DOUG FIR 2 x 6's @ @ 16" O.C. 2 x 10 HIP RAFTERS, ,. „ i (2) NO. ' DOUG F R 2 x 10'S 16" 0 C.FRAMING BEARING FROM 3-112 x3,1/2 POST i TYP. III v OVER 8" CONC. SONOTUBE _ W.� ON THREE SEASON o ® BELOW - s FLOOR FRAMING. ill =o _ o V (l) (/) J T U� I RECONFIGURED PORCH o v o 1II I LIh1 x XO x ao zcfl ti cv LI- _ N �-. x PT NO. 1 Sam Fitzgerald Architect, PC i rn W — `�' r90(U2G) FIR 2X10'S1 Cts �r i� � NO. 1 DOUG FIR DN- '). ri: o 0 �- DN x 15 E. Putnam Ave.,#234 I _ , 2x8s@16 O.C. o n - I 1 , 1% � i Greenwich,CT 06830 CO 0 0 M - 860.287.3808 T- o x o FROM gg i . t O N r �� III FROM eil info@samfitrgeraldarchitects.com I. o o BELOW BELOW FROM THREE SEASON ROOM N _� BOLT LEDGER TO - DRAWING REVISIONS III \,, ��� � --- --- .� - � `." 112 � EXISTING DECK —' FROM // - - � STRUCTURE WITH 5" BELOW (2)lir_ _____ N0. 1 DOUG F R 2 x 10'S ' 01 , STAINLESS STEEL LAG NO. 1 DOUG FIR ----___ i / BOLTS, 32" O.C., 2 x 6 s 16 O.C. 17\ ---, ,,/ , 1 [T DN @ STAGGERED, MIN. 2" 11„w, 1 1 17- , _ ,... ; FROM TOP AND B �r i- — 1 il DRAWING ISSUE ` \ -- - - ��_ 1 ��- OTTOM � (2 1 3/4 x 11 7/8 ML ---- ------ \ FROM I FROM EDGE OF BOARD. ..„ _ ___ ____ °' ' 1 01/15/2015 PERMIT Cl j Cl BELOW BELOW a FROM BELOW , 1 BOLT LEDGER TO - EXISTING PORCH ROOF! (2) PT NO. 1 DOUG FIR 2X10'S BELOW ii BEAM WITH 5" ! - - FROM Renovation and Addition to - - FROM � � BELOW STAINLESS STEEL LAG - - ----- --------- --- ---/ BELOW ��P�o mo,. FISHER RESIDENCE BOLTS, 32" O.C., NO. 1 DOUG FIR mac.`��LtIA z x, /1 3300 Claypoint Rd., FISHERS ISLAND, NY / STAGGERED, MIN. 2" / 2 x 6's @ 16" O.C. Qati NI �V'�,`� FROM TOP AND BOTTOM * , ; * Sheet Title # ' EDGE OF BOARD. '' . . STRUCTURAL PLANS er _ ko, 0293° o•k- r 1c o / Date �1 0 •.i,,�,� 01/15/2015 THREE SEASON ROOM ROOF FRAMING PLAN THREE SEASON ROOM FIRST FLOOR FRAMING PLAN 11 F Project I 60142 S SCALE:3/8"= 1-01' 0 l SCALE: 3/8"= -0" r Scale ° 11 j I j AS NOTED