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30085-Z
FOR14 NO_ 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. i t j CERTIFICATE OF OCCUPANCY 1� 1J No: Z-30476 Date: 10/01/04 :I THIS CERTIFIES that the building ADDITION & ALTERATIONS Location of Property: EAST END RD FISHERS ISLAND (HOUSE NO_) (STREET) (HAMLET) County Tax Map No. 473889 Section 4 Block 4 Lot 9 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JATIUARY 16, 2004 pursuant to which Building Permit No_ 30085-Z dated FEBRUARY 13, 2004 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 DECK ADDITION AND ALTERATIONS TO AIS EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EDMUND M CARPENTER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 1177887 08/06/04 PLUMBERS CERTIFICATION DATED 08/09/04 JOSEPH D HIRSCHTELD ori d Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT ' (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) a f �pERMIT NO'. 30085 Z Date FEBRUARY 13 , 2004 Permission is hereby granted to : EDMUND M CARPENTER ! 14 PECKSLAND ROAD GREENWICH, CT 06831 for ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at EAST END RD FISHERS ISLAND County Tax Map No. 473889 Section 004 Block 0004 Lot No. ,009 pursuant to application dated JANUARY 16, 2004 and approved by the Building Inspector to expire on AUGUST 13 , 2005 . Fee $ 1 , 272 . 90 Authorized Signature ORIGINAL Re%r. 5/8/02 TOWN OF SOUTHOI.D ~` ' BUILLDINGDEPARTIIIENT TOWN RALL 1l \ r N�;: 765 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 7 �r This application must be flied in by typewriter Drink and submitted to the Budding Department wills; A. For new building or new use: I. 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. Shorn statement frdm plumber certifying that the sadder-used in system contains less than 2110,o€1%lead, 5. Commercial buildiag_industrial building,multiple residqueesandsptiilarbuildings and installations,acertificate of Code Compliance from arcGitect or engirue er'resparm Ytble for thebiulrl±ng. 6. Sutnffitplanning Board Approval of completed site plan requirements B. For etisfng gs(prior to April 9,1957)non-conforrgIng use or buildings and"pre-existing"land Uses; iBUildi» 1. Accurate hurrt,ey'of plop`erry droning all property lines;:streets,budding and unusual natural or topographic featrires. 2. .\ pr.,p rlc c.r„pl�ted';ptul=�;i•,n�i d ; ;e_t tt. L_apcO ;ig-,.;,1 bytb applicant I€a Certificate of Occupancy i..at�•J�i]_rhr B'�d r,;Lu i�!i•R�II ir�rP Ilr iCia:ln, 61 re(.Ir In Writing to the applicant. C. Fees 1_ Certiliirate of Occupancy-New dwelling$25.00,Additions to dwelling$25-00,Alterations to dwelling$25.00, t Sv4mnva`mg pool$25_00,Accessory building$25-00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Preexisting Building- $100.00 3. Copy;dfjCertiflcate of Occupancy-$25.00 4_ U dak&,,CeruBcate of Occupancy- $50-00 5- Tmpotary Certificate of Occupancy- Residential$15-00,Commercial$15.00 Date. C)9- I S-U`j New Construction: `` Old or Pre-existing Building:�(check one) LocationofProperty: i7S HUP6R _T_T ry OAZi 0(6Sci1C House No. Street Hamlet Owner or Owners of Property 70, a 0,D r HA?".e Suffolk Comity Tax Map No 1000, Section tgL9 i i Block (-Z Lot Subdivision Filed Map. Lot: Permit No._ :kCC)�' _Date of Permit 0Q-,Q3-C�j Applicant:$b rt�z L N� lte�aer��r tote Health Dept. Approval_ F-)i ll Underwriters Approval:_ —e;r-i';ca-rL Planning Board Approval: s)(44 Request for- Temporary Certificate Final Certificate: t/ (check one) o0, Fee Submitted:$ xS \_ n � Applicant Signahm qw TowitItnu,3309SWoRwo9 .. _ Baxti73 e( t) .isr3 AO Scu�a]c�art�YodeFL97k _, �¢ � QUUMIM MPPARTMERr TOVM SOF SOUTHOM CERTIFICATION 0 Date: a % ` J - i Building Permit No- 300 b 5— Z Owner: �crMa.„� /Yf, 64,,eo-v TP t— (please punt) Plumber (please print) I certify that the solder used in the water supply system contains less than 2110 of 1%lead. S-rA. e Df- NEW Yb C1, � IVY,0 hw4w CpuW-I,i cF (Plumbe Signature) nn Sworn to before me this _l1 day of 2004 _ Notary Public, 5u Colwty MARY Q PAPoRIEN 2 NAry auble;fp of New York No 52-$2674,50 CMDOW twos 0 L@JL3QrcP�rL3rL3Pr nr@rrucPr IrJ�r�r�rJrJrJc nr r3rL3rP�rar rffj3PJ Tran r iaJrdPrn k3i 111 CSU BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU- OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 55 CERTIFIES THAT y Upon the application of upon premises owned by 5 5 5 S BD REMODETING AND RESTOR. MARY& ED CARPENTER S r5j P.O. BOX 477 175 HUNGRY POINT 5 FISHERS ISLAND, NEW YORK 06390, FISHERS ISLAND, NY 06390 5 5 I Located at 175 HUNGRY POINT FISHERS ISLAND, NY 06390 I Application Number: 1177887 Certificate Number: 1177887 5 5 5 Section: 004 Block: 10 Lot: 5 &6 Building Permit: BDC: NS11 5 9L 5 V' CS Described as a Residential occupancy, wherein the premises electrical system consisting of CBU electrical devices and wiring, described below, located in/on the premises at: 5 C� Basement,First Floor, Second Floor, Outside,Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 6th Day of August,2004. Name OTY Rate Rating Circuit Type fAlarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide cc Sensor 3 0 Heat �.I Sensor 8 0 Smoke L+ Appliances and Accessories r75 Exhaust Fan 2 0 F.H.P. 5 CU Oven 1 0 50 Amps Furnace 1 0 Oil Air Conditioner 1 0 60.000 BTU Air Conditioner 1 0 36.000 BTU fp] Air Conditioner 1 0 30.000 BTU L+ 5 Wiring and Devices 5 Outlet 105 0 Fixture _ 5 Fixture 105 0 Incandescent Outlet 176 0 General Purpose Receptacle 115 0 General Purpose -- Switch 78 0 General Purpose seal Receptacle 2 0 20 amp Laundry ' Continued on Next Page 1 of 2 � This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 15 r D rJ�rJ@lr?PrSrJ��rJ@PrJ�r3j-L3 JM�rJ@PrJ@PrPrJ�cPrJ�r�rJrJ�rrJ�rUrJrJ�cJ ar�rJrnrJ�rSrfrJrJ�rJr�rJ�c far�rJ�rJ�rUcPcPrJ�rJ�rPrJ�rJ�rJrJ�rJ�rJ�r�rJ�rJ�rJ� D r�rJ'rJ�rJ�rJ�i_nrJ�rJ�r��.rrJ�rt�ra�nJr�J�rJ�rJ'rJ� rJ�r�r�rrJ� t LJ BY THIS CERTIFICA-CE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT Upon the application of upon premises owned by 5 �5 C5� BD REMODETING AND RESTOR. MARY& ED CARPENTER I P.O. BOX 477 175 HUNGRY POINT ` FISHERS ISLAND, NEW YORK 06390, FISHERS ISLAND, NY 06390 9 5 Located at 175 HUNGRY POINT FISHERS ISLAND, NY 06390 5 5 Application Number: 1177887 Certificate Number: 1177887 rCj+ Section:- 004 Block: 10 Lot: 5 &6 Building Permit: BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of Cj CSU electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,Fust Floor, Second Floor,Outside,Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed C 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ry authority having jurisdiction, and found to be in compliance therewith on the 6th Day of august,2004. I� Name QTY Rate Rating Circuit Tyoe Receptacle 2 0 30 amp Dryer Cj Receptacle 1 0 20 amp Appliance Disconnect 3 0 60 amp Air Conditioner r5Receptacle 15 0 GFCI Service 5 a I Phase 3W Senace Ratine 200 Amperes Semce Disconnect: 1 200 cb 5 Meters: 1 5 sea/ 5 2 of 2 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. l] r�r�rJ@nrJ@Pr�cncnr ........... �rPrJ�rJrJ�rPrJr�PrJ�rJ�c rur�Cror�Pr�rrurJ@PrJ�rJ�rPrJ�PrPrJ�r�rJ�rJ�cnEP rrurJ��nr�rJ�rnrJr�rrurJ�r�cPrJ�rJ�r�r2PRE � Applicant/ Date. Owners Name: '" Architect/ / ` ? Date ` Engineer: �F9i.. ^J �c� _ Submitted: SCTN4 a: l j District: I Section: _ / 131uck: _ Lot: ij Project ` Subdivision Location. �� �t _� C Name: Single& separate Required 14 cerllficalion: (Yes N0) ]ening Dislric[i�C (l. ac: la-7l.'��/ Acmif: r. --i 42f. [I�t cu%.Mgc� pu: Req. (( �( Req. _i, ,j Req_ '7 --7 [iron(Yard 1_Proposed:4 �Y I [Side Yard Proposed: _) (Rear Yard / 5� Protwsed'_ / [ Y Project Description: f � 1 P AGENCYEERMITS Permit . f REQUIRED FOR REVIEWS N.A. NO YES Number Suffolk County Health De�jc, )LA l New York State D. E. C- Town Trustees _ Town Zoning Board approval: I Town Planning Board approval: Flood Plane Elevation ??? 9 Flood Zone: 1I s - � -ter e`�f l Z . y NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIIvLA.TTC/GEOGRAPHIC DESIGN CRITERIA: 4, Ground Snow Load: 45 ✓ Wind Speed: 120NIPH i Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H � Decay_: S-DI Design Temp: 11�ce Shield Underlay: ITS_/-Flood Hazards: USE/OCCUPANCY CLASSIFICATION: % HEIGHT/FIRE AREA: I TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED SR��E C��E/� FULL FRAMING DESIGN ELEMENTS: Y/N I / HEADERS: Y/N WALL STUDS: Y/N ✓ GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N Lr'vT- Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUfREMENTS: Y/N, EGRESS 5-7 S.F.: Y/N LIGHT S%: Y/N FENT 4%: Y/N / NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N �-' PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y,'N TRUSS DESIGN: Y/N CERTIFICATION: YIN J ENERGY CALCS: Y/N — !o/. �, i °✓ I fl TOTAL COMPLIENCE? YIN (RETURN TO PAGEONE) Permit Number nSclzeck Compliance Certificate Checked By Date New York State Energy Conservation Construction Code . I EScheckSoftw•are Version 3.5 Release Id Data filename: Untitled.rck COUNTY: Suffolk STATE:New York l FIDD:5.750 CONSTRUCTION TYPE:Detached 1 or 2 Family iHEATING TYPE:Non-Electric I" DATE:01/23/04 COMPLIANCE:Passes Maximum UA—993 Your Home UA=993 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Alteration Flat clg:Flat Ceiling or Scissor Truss 105 60.0 0.0 3 Alteration Slope clg S: Cathedral Ceiling(no attic) 80 28.0 0.0 3 Alteration Slope clg N: Cathedral Ceiling(no attic) 80 28-0 0.0 3 East Wing Flat clg: Flat Ceiling or Scissor Truss 85 60"0 0.0 2 East Wing Slope clg W: Cathedral Ceiling(no attic) 80 28.0 0.0 3 East Wing Slope clg E: Cathedral Ceiling(no attic) 80 28.0 0.0 3 Center 6:Flat Ceiling or Scissor Truss - 1058 60.0 0.0 25 West Wing Flat clg:Flat Ceiling or Scissor Truss 229 60.0 0.0 5 West Wing Slope clg W:Flat Ceiling or Scissor Truss 134 28.0 0.0 5 West Wing Slope clg E:Flat Ceiling or Scissor Truss 134 28.0 0.0 5 Sun Porch clg. Cathedral Ceiling(no attic) 253 38.0 0.0 7 Alteration South Face: Wood Frame, 16" o.c. 269 19.0 0.0 14 Window 1:Wood Frame:Double Pane 11 0.400 5 Window 2:Wood Frame:Double Pane I3 0"400 5 Windom 3: Wood Fratne:Double Pane 8 0.400 3 Alteration West Face:Wood Frame. 16" o.c" 337 19.0 0.0 19 Window 4:Wood Frame:Double Pane 13 0.400 5 Window 5: Wood Frame:Double Pane 13 0.400 5 Alteration Not thFace: Wood Frame, 16" o"c. 256 19.0 0.0 13 Window 6:Wood Frame:Double Pane 13 0.400 5 Windom,7:Y[rood Frame:Dcuble Pane 8 0.400 3 Panel dr wfstonn: Solid 20 0.280 6 North Center:Wood Frame, 16" o.c. 1041 13.0 0.0 61 Window 8:Wood Frame:Double Pane 18 0.400 7 Window 8 copy 1:Wood Frame:Double Pane 18 0"400 7 Window 8 copy 2-Wood Frame:Double Pane 18 0"400 7 Window 8 copy 3:Wood Frame:Double Pane 27 0.400 11 Window 8 copy 4:Wood Frame:Double Pate 27 0.400 11 Window 8 copy 5: Wood Frame:Double Pane 27 0.400 11 Window 8-copy 6: Wood Frame:Double Pane 27 0.400 11 Window 8 copy 7:Wood Frame:Double Pane - 27 0.400 11 Door 2: Glass 24 0.550 13 Door 2 copy 1: Glass 24 0.550 13 Door 2 copy 2: Glass 35 0.550 19 Door 2 copy 3: Solid 22 0.390 9 East Wing North Face:Wood Frame, 16"o.c_ 263 13.0 0.0 18 'Window 16: WoodTrame:Double Pane 8 0.400 3 'Window 16,copy 1:Wkood Frame:Double Pane 19 0.400 8 .Window 16 copy 2:Wood Frame:Double Pane 19 0-400 8 Center East Face:Wood Frame, 16"o_c. 118 13.0 0.0 8 Window 19:Wood Frama:Double Pane 19 0.400 8 East Wing East Face:Wood frame, 16"o.c. 570 13.0 0.0 37 Window 20: Wood Frame_Double Pane 19 0.400 8 Whu dow 20 copy E Wood Fxame:Double Pane 19 0.400 8 Window 20 copy 2:Wood Frame:Double Pane 19 0.400 8 Window 20 copy 3:Wood Frame-Double-Pane 19 0.400 8 Window 20 copy 4: Wood Fratne:Double Pane 19 0.400 8 Window 20 copy 5:Wood Frame:Doublc Pane 19 0.400 8 East Wing South Face.Wood Frame, 16" o.c. 273 13.0 0.0 19 *indow 28:Wood Framc;:Doirble Pane 19 0.400 8 Witidmv 28 copy I: Woo d'Frame:Double Pane 19 0.400 8 Cenjter South Face Lower Other 388 0.400 155 Center South Face Upper:Wodd Frame, 16" o.c. 311 13.0 0.0 16 Window 26:Wood Erame:Double Pane 19 0.400 8 Window 27:Wood Frame:IJouhle Pane 19 0.400 8 Doox 6: Glass 24 0.550 I3 Door 7: Glass 24 0.550 13 Door 8: Glass 24 0.550 13 EastWing West Face: Wood Frame, 16" o.c. 350 13.0 0.0 26 Withow 30: Wood Frame:Double Pane 19 0.400 8 Window 31: Wood Franic:Double Pane 19 0.400 8 We Wing East Face: Wood Frame, 16" o.c. 407 13.0 0.0 25 Window 32:Wood Frame:Double Pane 38 0.400 15 Door 9: Glass 21 0.550 12 Door 10:Glass 24 0.550 13 Door 11: Glass 24 0.550 13 West Wing South Face:Wood Frame, 16" o.c. 287 13.0 0.0 15 Window 33:Wood Frame:Double Pane 63 0.400 25 Window 34: Wood Frame:Double Pane 8 0.400 3 Window 34 copy 2: Wood Frame:Double Pane 38 0.400 15 West Wing West Face: Wood Frame, 16"o.c. 100 13.0 0.0 8 Window 34 copy 1: Wood Frame:Double Pane 8 0.400 3 Basement Wall 1: Solid Concrete or Masonry 830 0.0 30.0 22 Wall height: 8.0' Depot below grade: 7.0' Insulation depth: 8.0' Sunt Porch Floor: AIL-Wood JoisVTruss:Over Unconditioned Space 245 38.0 0.0 6 Alteration Crawl: Solid Concrete or Masonry 300 0.0 30.0 8 Wall height: 7.0' Depth below grade:6.0' Insulation depth: 7.0' Center Crawl: Solid Concrete or Masonry 500 0.0 30.0 15 Wall height:5.0' Depth below grade:4.0' Insulation depth: 6.0' West Wing Crawl:Solid Concrete or Masonry 547 0.0 30.0 I6 Wall height: 5,0' Depth below grade:4.0' Insulation depth: 6.0' Boiler 1: Other(Except Gas-Fired Steam), 86.8 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Consen�ation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting tha to the best of his/her knoiwledge,belief;and professional judgment,such plans or specifications are in corn lianc is Code. qq 77 Builder,Desigiier Date .�D U- REScheckInspection Checklist New York State Energy Conservation Consttuefidii Code REScheckSofnvare Version 3.5 Release Id DATE:01,23/04 Bldg. Dept. f Use Ceilings: [ ] ! 1. Alteration Flat clg: Flat Ceiling or Scissor Truss,R-60.0 cavity insulation Comments: [ ] 2_ Alteration Slope clg S: Cathedral Ceiling(no attic),R-28.0 cavity insulation Comments:_ [ ] 1 3. Alteration Slope clg N. Cathedral Ceiling(no attic),R-28.0 cavity insulation Comments:_ [ ] 4. East Wing Flat clg:Flat Ceiling or Scissor Truss,R-60.0 cavity insulation Comments: [ ] 5. East Wing Slope clg W: Cathedral Ceiling(no attic),R-28.0 cavity insulation Comments: 6. East Wing Slope clg E: Cathedral Ceiling(no attic),R-28.0 cavity insulation Comments" [ ] 1 7. Center CFg:Flat Ceiling or Scissor Truss,R-60.0 cavity insulation 1 Comments: [ ] I S. WesfWing Flat clg:Flat Ceiling or Scissor Truss,R-60.0 cavity insulation Comments:. [ ] f 9. West Wing Slope clg W:Flat Ceiling or Scissor Truss,R-28.0 cavity insulation ComSrients [ ] 10. West Wiug,Slope clg E:Flat Ceiling or Scissor Truss,R-28.0 cavity insulation Comments: [ ] 11. Smi'porcii�clg: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments:: Above-Grade Walls: [ ] 1. Alteration South Face: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments:' [ j f 2. Alteration West Face:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] 3. Alteration North Face: Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] 4. North'Ceuter: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: _ [ ] 5. EastWing North Face: Wood France, 16" o.c.,R-13.0 cavity insulation Comments: [ ] 6. Center East Face: Wood Frame, 16"o.c., R-13.0 cavity insulation Comments: [ ] 7. East,Wing East Face: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comment's:_ [ ] 1 8. EasrMing South Face: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: [ ] 9. Center South Face Lower. Other, U-factor:0.400 Docutrientation must be submitted verifying the ox erall assembly U-factor. The U-.Wtor must be developed in accordance with accepted engineering practice. Comments: [ ] 1 10. CenterSouth Face Upper: Wood Frame, 16"o.c.,R-13.0 cavity insulation Com m enik [ ] f 11. East'Wmg West Face:Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: _ [ ] 12. West Wing East Face:Wood Frame, 16" o.c.,R-13,0 cavity insulation Comments: [ ] 13. West Wine South Face: Wood Frame, 16" o.c..R-13.0 cavity insulation Comments: _ [ ] 14. West Wing West Face: Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments. Basement Walls: i [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'hr'7.0'bgi8.O'insul, i � R-30A continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in_below grade. � Windows: [ ] 1. Window 1:Wood Frame:Double Pane,U-factor: 0.400 g For windows without labeled U-factors,describe features: #Panes__Frame Type Thermal Break'? [ ] Yes [ ]No Comments: i [ ] I 2. Window 2:Wood Frante:Double Pane,U-factor. 0.400 j For windows without labeled U-factors,describe features: #Panes_Frame Type Therrual Break? [ ]Yes [ ]No Comments: [ ] 3. Window 3:Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factors,describe features: #Panes__Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: [ ] 4. Window 4: Wood Frame:Double Palle,U-factor: 0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments; [ ] 5. Window 5-Wood Frame:Double Pane,U-factor:0.400 For windows without labeled U-factors.describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ] No Comments: [ ] 6. Window 6:Wood Frame:Double Pane, U-factor: 0.400 For windows without labeled 15-factors, describe features: #Panes_ Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 7. Window 7: b'l'ood Frame:Double Pane, U-factor: 0.400 For windows without labeled U-factors, describe features: #Panes__Frame Type Thermal Break'' [ ]Yes[ ]No Continents: [ ] 8. Window 8: Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factors, describe features: #Pates_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 9. Window 8 copy 1:Wood Frame:Double Pane, U-factor:0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal BreA9 [ ] Yes [ ]No Comments: [ ] 10. Window 8 copy 2:Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled 13-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 11. Window 8 copy 3:Wood Frante:Double Pane,U-factor: 0.400 For windows without labeled U-factors,describe features: #Panes_France Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 1 12. Window 8 copy 4:Wood Frametbouble Pane,U-factor: 0.400 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ] No Comments._ [ ] 13. Window 8 copy 5:Wood Frame:Double Pane,U-factor. 0.400 For windows without labeled U-factors,describe features: #Panes__Frame Type_ _Thermal Break? [ ] Yes [ ]No Comments: [ ] 14. Window 8 copy 6:Wood Frame:Double Pane,U-factor:0.400 For windows without labeled U-factors,describe features: #Panes__France Type_ _Thermal Break? [ ] Yes[ ]No Comments:_ [ ] 15. Window 8 copy 7: Wood Frame:Double Pane, U-factor,0.400 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? j ]Yes[ ]No Comments: [ ] 16. Window 16: Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 17. Window 16 copy 1: Wood Frame:Double Pane, U-factor:0.400 For wihdows without labeled U-factor, describe features: #Panes_Frame Type Thennal Break? [ ]Yes [ ] No Comments: [ ] 18. Window 16 copy 2: Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factors,describe features: 4 #Panes__Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 19. Window 19: Wood Frame:Double Pane,U-factor:0.400 For windows without labeled U-factors,describe features: #Panes__Frame Type Thermal Break? [ ]Yes[ ]No Comments:_ [ ] 20. Window 20: Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factors,describe features: #Panes Frame Type_ _Thermal Break? [ ]Yes [ ]No Comments:_ [ ] 21. Window 20 copy 1:Wood Frame:Double Pane, U-factor: 0.400 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? f ] Yes [ ] No Comments: [ ] 22. Window 20 copy 2: Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 23. Window 20 copy 3: Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factors,describe features: #Partes__Frame Type _Thermal Break? [ ] Yes [ ]No Comments: _ [ ] 24. Window 20 copy 4: Wood Frame:Double Pane,U-factor: 0.400 i For windows without labeled U-factors, describe features: #Panes__Frame Type_ _Thermal Break? [ ] Yes [ ]No Comments: [ ] 26. Window 20 copy d:Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factors, describe features: #Panes_Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: [ ] 1 26. Window 28:Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factor,describe features: I #Panes__Frame Type_ _Thermal Break? [ ] Yes [ ]No I Comments: L ] 27. Window 28 copy 1:Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-Factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 28. Window 26: Wood Frame:Double Pane,U-factor 0.400 For w unows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Cormnents: [ ] 29. Window 27: Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factor,describe features: ! #Panes Frame Type _Thermal Break? [ ]Yes [ ] No i Comments_ [ ] 30. Window 30:.Wood Frame:Double Pane,U-factor: 0 400 For windows without labeled U-factors,describe features: #Panes France Type Thermal Break? [ ]Yes [ ]No Cbraments: 31. Window 31: Wood Frame:Double Pane, U-factor:0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]I'es [ ] No, i f Comments: [ ] 32. Window 32: Wood Frame:Double Pane, U-factor: 0.400 For windows without labeled U-factors,describe features: #Panes,Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 33. Window 33: Wood Frame:Double Pane,U-factor: 0-400 For windows without labeled Li-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: ( ] 34. Window-34: Wood Frame:Double Pane,U-factor: 0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type____Thermal Break? [ ]Yes [ ] No Comments: [ ] 35. Window 34 copy 2: Wood Frame:Double Pane, U-factor: 0.400 For windows without labeled U-factors, describe features: #Panes_Frame Type Tltemtal Break? [ ] Yes [ ]No Comments [ ] 36. Window 34 copy 1:Wood Frame:Double Pane,U-factor:0.400 For windows without labeled U-factors,describe features: #Panes_Frame TypeThermal Break? [ ] Yes [ ]No Comments: Doors: [ ] 1. Panel dr wdstonn: Solid, U factor: 0.280 Comments: [ ] 2. Door 2: Glass, U-factor:0.550 Comments Door 2 copy 1: Glass, U-factor: 0.550 Comments: [ ] 4. Door 2 copy 2: Glass, U-factor: 0.550 Comments: [ ] 5. Door 2 copy 3: Solid,U-factor: 0.390 Comments: [ ] 6. Door 6: Glass, U-factor: 0.550 Comments [ ] 7. Door 7: Glass,U-factor: 0.550 Comments: [ ] 8. Door 8: Glass,U-factor: 0.550 Comments: [ ] 9. Door 9: Glass, U-factor. 0.550 Comments: [ ] 10. Door 10:Glass,U-factor: 0.550 Comments: [ ] 11. Door 11: Glass,U-factor:0.550 Comments: Floors: [ ] 1. Sun Porch Floor.All-Wood Joist,Truss:Over Unconditioned Space, R-38.0 cavity insulation Comments: Crawl Space Walls: [ ] 1. Alteration Crawl: Solid Concrete or Masonry,7.0'hn6.0'bgi7.0'insul, R-30.0 continuous insulation Cormrrents:_ Applies to scalls of unventilated crawl spaces. _ Eiterior insulation niusthave a rigid,opaque,weather-resistant protective covering that - covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 2. Cetlter CraivL' Solid Concrete or Masonry,5.0'ht4.0'bgi6.0'insul, R-30.0 continuous insulation Comments: Applies to wails of unventilated crawl spaces. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(aboe-grade)insulation and extends at least 6 in.below grade. [ ] 3. West Wing Crawl Solid.Concrete or Masonry,5.0'ht'4.0'bg.'6.0'insul, R-30.0 continuous insulation Continents. Applies to walls of unventilated crawl spaces. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I Heating and Cobling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam), 86.8 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage nnust be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5' clearance front combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, scalls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints, seams,and connections must be securely fastened with welds, gaskets,mastics (adhesives),mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered kith a vapor retarder. [ ] Air-filters are required in the returrairsystem. [ ] The ITVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: ! [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace door,. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code oft\ren York State , the Residential Code ofhrew York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swiumting Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 2090 of the heating energy is from non-depletable sources. Pool pumps require a time clock Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table l: Hhdintan Insulation Thicknessfor Circulating Hot aater Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulatine Runout Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.2511 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Zable2: ,blinhuantlnsulationThickuessforHVACPipes. Fluid Temp_ Insulation Thiclutess in Inches by Pipe Sizes Piping System Types Ranee F 2"Runout 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems LowPressureiTemperature 201-250 1.0 IS 1.5 2.0 Loci,Temperature 120-200 0.5 1.0 1.0 1.5 Steam'Coudensate(for feed water) Any 1.0 1.0 15 2.0 Cooling Scstents Chilled Nater,Refrigerant, 40-55 OS 0.5 0.75 1.0 and Brine Below 40 1.0 lA 15 1.5 NOTES TO FIELD (Building Department Use Only) TOWN 9F SOUTHOLD PROPERTY_ _ 99C_ORD CARD OWNER STREET VILLAGE DIST. SUB. LOT! y i 1 . 'r,. ✓e GY7V /"�,�9 _+-M1\''`a%4'l BN t1, ei^ 9 M1 grt' FORMER,O\ /NER 1laK op,r' sl{ivl�,4b E _ ACR. "A'07IQ./I�P`Jn dFW r'4,.&.. pC.'•^au r �,5l.Or .e -IICI'..F; .��./� (d _ Pe/�e pro-C°?� S vv n /h, pOF BUILDING ,abody y j - - � 5- F7_teL F_ n wz..P::m lie. 4 .�m _ ZES. SEAS. VL. FARM COMM CB. MISC. Mkt, Value LANDIMP. TOTAL DATE REMARKS A ,P / e;,r a u O // /J� F�2 .il ✓7 F7 /7 ;TF.y. ly'Ari�es._..O�i�i,_/19. /"e � a /fes !e IC) 7'ZO 'i 6iMEj'8 1 4iviri4�,�k -22-L0 o g8 �s- s�cep ' - Q ` �fw2 Jr TqW14k t+Ndsk r- k'° k^"...�b PS i loa u AGE BUILDING CONDITIO ��i /a T ! , `S a`1'�94_ J1,��- ,,.02 r� C:)"r�j - C©Il 5 P' ,4�f�T;0i� f` �� (r)e%/, r'I r En c I 57i-,;f: NEW NORMAL BELOW ABOVE ' ^ T� , - L 11 lel -i c tie/ o t/ao be �Sc r'r v',-d, aaNY0 ar),a FARM Acre Value Per Value a ±�" -.---• - Acre _ _ ^IF. ,t"° I r2 7 7n Nn �k�1� h Aey ' RVr1r16111tf% 4 Ckl"�f' 4 I. ej�,.9? Tillable 1 ,/ Tillable-2 — . (X Tillable 3 _ vVoodland - - 1 Swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD House Plot 7 DEPTH/.z n J �9 t �' BULKHEAD Total O 9^+ "'� DOCK t % k"y+� % O1L ■�®lir!■fr�wi]■■■ '" ■�I I�■■■ ■ 'II 1 Y A �.y M* v 'Vpr .Y � l .l... l ■ ��`•��.■�J■■■��■■�I■■ �. ■■ ■ ! ' ■ ■■ �phl � ■ ■r ®ice■■■�■■ ■■■■■ - � .. ■ ■■N�fiNO GQ�i■i■N■�■N■ ■ ■■■- . .. ■ Y ■■■■■■ s i eek • •.- :ltd • ' • ,iYry �E 3 BD it DESIGN INC. .gib Vv.n d d e s i g n us a.cc 10 February 2004 Pat Conklin Plan Examiner Southold Building Department 53095 Route 25 Southold, NY 11971 RE-- Carpenter Residence, Fishers Island Dear Ms. Conklin, i I certify that the accompanying hold-down deck detail has been engineered to withstand uplift winds of 120 mph. I Sincerely, I i Samuel W. Fitzgerald `a; zo'cnn\� � Lo NY Registered Architect c ' J1 O ST y0. 02 9�OF NE44~Cf i i I E. FTTTI!A:.I k\\NUE. GREENR ICH, (:I 00330 THE GLOAMING, ROS ii, FIiHERi ISLAND, NS tl6390 TEL 1203)953-6039 FAX (2u3)983-665+ IEL (631 -S5-5648 FAX 16311'39-564- i t CME CME Associates Engineering & Land Surveying, PLLC -formerly Chandler, Palmer&King 32 Crpbtree Lane, P.O. Box 849 110 Broadway Woodstock, CT 06281 Norwich, CT 06360 (860)1928-7848 FAX(860)928-7846 (860)889-3397 FAX(860)886-7801 r co 1 2 2004 February 4, 2004 _._. Town of Southold Building Department 53095 Main Road Southold,NY 11971 Sent Via Facsimile (631) 765-1823 and Mail Attn: Pat Conklin Re: Carpenter Residence—Fishers Island—Sctax ref: 1000-004-4-9 Dear Pat: I have taken elevations (NGVD 1929 datum) at the captioned site and have determined the structures are not with the 100 year Flood limits as shown on FIRM 36103CO039 G 5/4/98. The adjacent flood zone is an AE Zone with base flood elevation of 10,while ground elevations around the house average 20 feet and around the garage average 14 feet. I have enclosed a photocopy of the reference FIRM with the house marked for your review. Please contact me ' ou should have any questions. �E y H. Yours truly ¢ G (J7 o c^ R' ha H Strouse P.E., L.S. +0' 04952 Cc: BD Remodeling &Restoration via facsimile—(631) 788-7192 Toll Free 1-888-291-3227 An Equal Opportunity Employer www.cmeengineering.com i7k a'fl"Tma HHaa '�-""" Nosulnlwa uWol str'awarglN pari paarda dA nma�IMat;am dec H.d -.& st .ama _ ai45"(d1 OQYkO djIVC).^^'�� - Trim Heatl scree&p1r1a O N .ED-TY dixairiumrvcr O , -,r-_rsnrtmn en*.r:t p.rY W U1�� 51'W da v..h¢ara 1a luck, a6,n im Etl-W and carve+wl, r l Y adhrlH ld tnpal fluor l-Ju4. I--1 0 rl.r: r i W W o Z z . z Z EB-TY MANUFACTURER'S INSTALLATION DETAIL o 2 SCALE:NONE Z W Mahogany Decking or similar,attached W y with EB-TY fasteners.See Manufacturers detail this page - U Jr'galvanized threaded rod with nut,washer and lockwasher, q 20 PT SYP Sleeper.\ M Epoxy. O J\ Existing Concrete. o Z �❑ ` o Q o o NOTE:See sheet A401 for anchorage capacity requirement. g a v p _ o_ _o _ v ❑ N i o o o �fcPED ggcyPm IAMlt IL �, Y 7t F�acrau �✓ � N�.029Sq" V N -4 m OF ,� TYPICAL DECK ATTACHMENT Qy SCALE:6a=T-0" U1 a 08/10/2004 11:00 FAX 831 788 7788 FITELEPEONE Imoo2 7651802 BUILDING DEPT. INSPECTION [ I FOUNDATION 1ST [ j ROUGH PLBG. [ I FOUNDATION 2ND [ ], INSULATION [ ] FRAMING ( /-�NAL [ I FIREPLACE A CHIMNEY REMARKS: � .P Gf I . DATE INSPECTOR I Z003 09/16/2004 11:08 FAX 601 788 7798 FITEU HONE n :r. comffNTS �s fi''' /J• r' _ co FOUNDATION(157) ...------ - °� 5-'_G FOUNDATION(2ND) y $OItGII FRAMING& —�—_—,-- PLUMBING ---. _,a III L ef- `r r I ' INSUGaTION PER N.Y_ •-_. .—.—__._ .— � y STATE ENERGY CODE 2 FINAL — I ADDITIONAL COMMENTS m L — — ---- 7_ TORN OF Sf?UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEP XRTAfENT Dolyou have or need the folloa-ing,before applving' TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans 4 TEL: (631) 765-1802 tf " Planning Board approval F-AX: ((31) 765-9502 Sun ey__ XvWW..n rrthfokk.net/Southold/ PERAUT NO. C3 Check _ Septic Form N.Y.S.D.E-C_ „ tl.!1 7' L 'els -:' n i I Contact: ' Examined �% ,��� �; - I Approved_ +`-,(_ ,z0 r 1 i 'JAN I 6 ZOOq ' Mail to: Disapproved ate '=7[,,..s" Phone: .. Expiration 20 €~ U v Building-hi.spector [, - f APPLICATION FOR BUILDINq PERMIT Date O�-r 3t 20o% INSTRUCTIONS a.a.This"application MUST be cotnpl'catily filled in by typewriter dr m ink and submitted to the'itilding Inspector with') sets of plans, accurate plot plan to scale. FWaccordina to schedule. I b. Plot plan showing location of lot and of bK44e kgs on premises,relationship to ad]ouirtg�pf tszs or public streets or C 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 Inspecfor 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 commend rd within 12 months after the date of issuance or has not been completed within l4tnam&A, i' �i iich date. If no zoning amendments or other regulations affectina the property have been LQJQed in the interimildia MiNli~"ctor may authBrizd:ta,Awniihy ic! extension of the permit for an { addition.sib F. o hs. Thgreafter, a new permit siY2TI'N".. 3e3. 4,PPd I6ITIO&IS HEREBY N1tDE;to-t3ie3uils}it;�Department ft;tktesissy }t .e g;a$f?ildirrr Perrrtit pursuant to the Building Lone Ordinance of the Town of Southold, Suffollc 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 tauthorized inspectors on premises and in building for necessary inspections. i (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises M$Q7 aNDp [ARN1A (As on the tax roll or latest deed) IIf applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 2'5lm b'5-N I Plumbers License No. 4(,2- p Electricians License No. 2-9(,-r Other Trade's License No. I. Location of land on which proposed work will be done: 5Loek - to — LOT5 5 I (� rISH dSLA�1n House Number Street ` Hamlet County Tax Map No. 1000 Section O o Block Lot q Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a- Existing use and occupancy f o4 g�'a j b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration �[ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 1-D0, 000 Fee (To be paid on filing this application) 6. If dwelling, number of dwelling units----� Nurnber of dwelling units on each floor_ MAA If garage, number of cars NIA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. V/A 7. Dimensions of existing structures, if any: Front___8V jV Rear 15 9 ` Depth S i Height 30' Number of Stories 2- Dimensions Dimensions of same structure with alterations or additions: Front Act ' Rear 89 ' Depth 51 Height Sp Number of Stories 2- 1 8- Dimensions of entire:_nevviconstruction: Front Rear Depth Height Number of Stories i 9- Size of lot: Front 311 ' Rear 25G ' Depth-3r2j' 10. Date of Purchase /0- I - o a Name of Former Owner riri * fl 11. Zone or use district in which premises are situated r,- I'ZD 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOS 13. Will lot be re-graded? YES_NO 1 Will excess fill be removed from premises?.YES_NO 14 ffi"&ANp to 14. Names of Owner of premises t-%gaPE&n-M Address 426W 1*1 o[DWI Phone No- Name of Architect so n 15.a -79 e .t " � 1..,� Address��,,,,,,:._�,�y Phone No zR3 4Rg-boa&� Name of Contractor ep 9,. - Ahy.t Address 0o6� 4!L7 rt,myPhoneNo. (.3t 789-7419 t has '1 :1` 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 NO �C * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ,_i 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. :a .:r 17. If elevation at any point on property,is at 10 feet or below, must provide topographical data on survey. STATE OF NFW-Y�`tom { s5: COUNTY OF r gg /7 o.r I w,nrJ� Kf rc�-L. e►' being duly,worn, deposes and say;that ls)he is the applicant (Name of individual signing contract) above named, Ia JJ (S)fle is the Cen + 'aCLC (Contractor, Agent, Corporate Officer, etc.) 1 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,-aRc?that,the work will be performed in the manner set forth in the application filed therewith. y 9 Sworn to before me day of i/P l izr/1 20 0') NotaryPubllc`r<<:''l ;`±1 " Siena �ppliEa " DIANA M. MANOU NOTARY'PUBLIC My Commission Expires April 30,2008 9 i EAST HARBOR ° v URDmIDn � c° E 10-e a 1a-v 1 ay a o 1--11 C4 19-1 10-,.1. I.1D-e 10_9 � �y MTN 10-e, m-)A,eN 10-4 � U Mti O shr i, 8 z° c LOi ] W LyL �J MIWNEN 1/ SVBDMSIDN � 9 IY)9 Q� O L mV - M U N CWNIOVSE Q r Ol D 15 ' 17 ' 14 " rTl CD N 75'49'33" E T 34,81' r R 259,38' L =69.21' _ �— LC 69.00' - ROAD E LOCATION MAP SCALE 1 "=400' U / O N 83'2810 D 152' 21' 00' HYO. �, 69.00 d' CO 5 20'21'20" E D 100 '23 '06 " N 83'28'10" E p T 167.01' CDN '23 ' 6 E 190,66 11 w S ♦� R 41,10' 7 23" E �A / L =109,29' R 22.67' to \r LC 7982' w L =39.72' U LC 34.83' . 1^ z.° Z Z N i4a i2.4 W Of Ln O 149 / I 120 ly U LF) 3r xs.s ITrN 13 a o W - z BLOCK 10 134 o o �? LOT #6 144 o N ST 50" E ELEC.NNS 7p�?O•• N/F > a X g 22.67 POLE OBax \m 144 .22' �' PRESTON REED, INC. D w W O N Asea cb a ir— f In Ld C) w O �/ 2x4 �� CL 9j5/A / /Ti.s19 r7 0] x POUO 172 20Ar 207 209 Q J / v^ AAP REFERENCES 201 16J x . F.F 18.6 / / 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO JEFFERY VON OER \O 11 x SCHULENBURG; BLOCK 10 - LOTS 5 & 6; FISHERS ISLAND, NEW YORK;CHANDLER, PALMER & KING; NORWICH, CT.; DATE: OCTOBER 10, 1998; atl/ Po / / / SCALE: 1"=40'; SHEET 1 OF 1 \ POLE #989 / zas/ 16.e te.9 S6�j 3 \ 12- ♦ a o P� \ y MON. 14zoeZia z1a rzzx 10.4 1)N4 74B v ° r YL n � tlGffS .SO a (ENO.) ">F1ss Sa 0 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED N 345.68 2Ix.) 19.0 SSS/ 70 38' 0 _ _ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO VI zo E 3315.19 OCG / / S 0704 8' W BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Z 0 \ BLOCK 1O ENGAGEMENT. CL ¢ PO LOT 05 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, O TEL. 00 Z p Q UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO — o BOX 4 00 , ALTER AN ITEM IN ANY WAY. N \ JC3` pS; 5.2 � l y1 �4L r0 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S �°i'",50 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF D9�`O•J'• S,(O APPROXIMATE LOCATION LAND SURVEYOR. W 0, iy S � FRESHWATER 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S, COAST AND GEODETIC a WETLANDS SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" \ 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP \\ 1000, SECTION 004, BLOCK 4, LOT 9. i PROPANE N/F TANK FISHERS ISLAND 6.) TOTAL AREA = 1,74± ACRES. DEVELOPMENT 7.) SITE IS LOCATED IN R-120 ZONE. 4 � z CORP. 8.) BASE FOR LEVELS: NGVD 1929. Q E° m m o � W M � ✓1 M DO ShP�PpO H 1FAFND O c~i oz w G QUALITY CONTROL CERTIFICATION ¢ m 0 o w 0 w GROUP REVIEWED DATE apil m N/F NOW OR FORMERLY a m o 1 S RR°aEn MANADER LeEN-s 1a't4aS - _ VOL VOLUME DATE: 12/18/2003 ENNRONMEMAL ° 5'LN �,O PG PAGE = 40� s RUOTUR°L / P4 SF SQUARE FEET 46 20 0 40 USCALE: 1 " ----^ GRAPHIC SCALE IN FEET ARCNRECNRK FILE—F . 21.2 EXISTING saoT GRADE SHEET; 1 OF 1 PROJECT DIRECTORY GENERAL NOTES All work and materials shall be in strict OWNER: ARCHITECT: accordance with local building codes. Ed and Mary Carpenter BD Design Inc. Contractor shall provide all tools, materials, 14 Pecksland Road 79 E. Putnam Avenue labor and equipment necessary to provide \ Greenwich, CT 06831 Greenwich, CT 06830 a complete installation of the work J Tel. 203 983-6083 described in these drawings. Drawings are not to be scaled in the field. CONTRACTOR: Written dimensions take priority. Verify with architect any discrepancies between BD Remodeling and Restoration drawings and field conditions before The Gloaming, P.O. BOX 447 proceeding with new work. Fishers Island, NY 06390 *CPIGeneral Contractor and all sub-contractors \` k (63"I ) 788-7919 shall be familiar with all drawings for project. Information for all trades appears SHEET INDEX on all sheets. REMOVE THAT PORTION OF % BD Design Inc., shall retain all copyrights, PREVIOUS ADDITION A100 SITE PLAN and all statutory and common law rights NOT ORIGINAL TO THE HOUSE. E D101 FOUNDATION DEMOLITION PLAN with regard to these plans and the building � v D102 FIRST FLOOR, SECOND FLOOR DEMOLITION PLAN design depicted therein. Any reproduction, change or assignment to a third party shall I Al 01 FOUNDATION PLAN not occur without first obtaining the EXISTING TWO-STORY J expressed written permission and consent r A102 FIRST FLOOR PLAN, SECOND FLOOR PLAN FRAME RESIDENCE. A2011 EXTERIOR ELEVATIONS of BD Design Inc. 50 A202 EXTERIOR ELEVATIONS A3011 SECTIONS A4011 GENERAL CONSTRUCTION NOTES 47.7' +/- S1011 FRAMING PLANS 10 S102 HOLD DOWN DESIGN GARAGE E1011 FIRST AND SECOND FLOOR ELECRICAL PLANS P1011 PLUMBING RISER DIAGRAM SCOPE OF WORK DRIVEWAY DECK POOL All existing windows and exterior doors to be replaced. FLOOD ZONE COMPLY WITH CHA TER '46" FLOOD DAMAGE PREVENTION Interior remodeling of ail bathrooms. All new finishes and fixtures. SOUTHOLD TOWN CODE. Locations of existing bathrooms to remain. New interior stair to basement. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE Major remodeling of existing east wing. New window and exterior CODES OF NEW-YOWSTATE. doolr openings. Interior-to be completely reconfigured. New shingling as required. PLLIIVIGING ALL PLUMBING WASTE &WATER LSF k.irFp CERTIFICATION OF BLOCK 101 LOT #5 New dormer in Master Bedroom. TESTING —�, .BRING NAILING & CONNECTIONS 0.85 +/- ACRES PLUMBER`C �L REQUIRED. \ ERTIF/CA Tl (PARCEL #1 ) Exis►ting kitchen cabinets and applicances t� :E,�,,? LFORF \ SOLDER Y DRAWING ISSUE USE ✓L I, NO. DATE ISSUE FOR New hydro-air HVAC system with air conditio��LYSYS ,,C1W 'A"V','. 1 10/30/03 PERNff ED 2/1;. OF I oa L�_A D. 2 01/12/04 PERMIT REVISIONS OCCUPANCY OR USE IS UNLAWFL!L WITHOUT CERA �ICATE OF OCCUPANCY DRAWING REVISIONS NO. DATE ISSUE FOR UNDERWRITERS CERTIFICATE RkUiRED s APPROVED AS NOTED DATE:A/23/14 ,. B.P.# `- FEE: a BY• :- NOTIFY BUILDING DEPARTMENT AT DRAWN BY CHUCK n 765-1802 8 AM T 4 PM FOR THE FOLLOWING INSPCTIB APPROVED PRoJLrr# 0316 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRITE .. ti l " s _y f,. 2. ROUGH - FRAMING & `QLUMBING �. ,,.,. <-.�,F� 11-0, . . k" Y'�"`�:, _N(' 3. .�_ ��� `�... 3. INSULATION 4. FINAL - CONSTRUCTION MUST COMPLETE FOR C.O. BLOCK 10 LOT #6 ALLBCONSTRUCTION SHAD MEET THE RENOVATION TO THE REQUIREMENTS OF THE CODES OF NEW 0.89 +/- ACRES r YORK STATE. NOT RESPONSIBLE FOR (PARCEL #2 CARPENTER RESIDENCE DESIGN OR CONSTRUCTION ERRORS. CARPENTER RESI E FISHERS ISLAND ON J0 fi�p ��6Z0 NEW YORE- FISHERS ORK FISHERS ISLAND, NEW YORK SITE PLAN 10/30/03 F AS NOTED Al 00 SITE PLAN SCALE: 1116"'=1'-0" r------------- --_______� I i I ' I L---- I I - WINDOW WELL i --_-- 1 I � DRAIN NOT WATER /' BOILER ��i WASHER/DRYER CONNECTIONS OIL TANK F.F.ELEVATION:+84" ❑ F.F.TO BOTTOM OF JOISTS:7'-1' PHONE PANEL ELLTRo ELECTRICAL PANEL 13 EXCAVATE IS THIS AREA FOR NEW STAIRS TO ❑ BASEMENT.SEE A101 ❑ FOR NEW WORK. ❑ ❑ CRAWL SPACE ❑ ❑ DRAWING ISSUE NO. DATE ISSUE FOR 1 10/30/03 PERMTr 2 1/13/04 Reissued fox permit ❑ DRAWING REVISIONS NO. DATE ISSUE FOR DRAWN BY CHECKED APPROVED PROJECT# 0316 Rio q CARPENTER RESIDENCE pq FISHERS ISLAND NEW YORK Zm * FOUNDATION ° P DEMOLITION PLAN FOUNDATION s�9 " �2 DEMOLITION PLAN W Q 10/30/03 � D101 w SCALE: 11C= 1'-0" W AS NOTED N r-------------T-------------, ----------- --_—_----_---z-----------------�--J ------ ---------- — -- _____ _-- REMOVE EXISTING FRAME -- — REMOVE EXISTING FRAME �— — �--I I I r---------- _____ STAIR TOWER;GENERALLY III I STAIR TOWER;GENERALLY IIII -9 PREP FOR NEW CONSTRUCTION. 07- PREP FOR NEW CONSTRUCTION.- I III — I III I I I I I IIII � I�I BEDROOM 1 I Iili I L— J -------- --------- 110 r II--------- --------- -------- --------- 1I I �------, I I I r-------- I r-------- I T-------1-- - � ------ --------J III ----- I _ _ -------- --------- I ------ -- if I III [-------- __ _ --------- N> B H1 I III I I j 1L �i 111 III I i i ----TIIIIII1,—--_---- REMOVE ALL FIXTURES, FLOOR,WALL AND CEILING I 'J � I \IIiI � IIIIIIIIIII REMOVE EXISTING FRAM E BA Y;FINISHES. GENERALLY PREP FOR NEW WORK. GENERALLY PREP FOR NEWL---J ---------- BOX WINDOW AS SHOWN ON ARCHITECTURAL PLANS, DINING ROOM BEDROOM I KITCHEN I STUDY 103 ------- 0 210 I � 01DIN HALL DN-44 207 II I 00 `-------iii CLOSET LOSET 208 _ REMOVE ALL CONSTRUCTION NECESSARY TO INSTALL NEW CARPENTER-BUILT STAIRS TO BASEMENT. I ,4 I VIII I I IIII I I P====== I IIII I I CLOSET HALL\,,__ I �III'II 211 DN 212, ' f Ilii I I iiii 1ST-2ND STAIR UP ■ 200 / i III I 1ST-2ND STAIR BEDROOM 4 I III I 200 III 213 I ihl % IIII I I REMOVE EXISTING STONE AND 4—__— IVIIIII I CONCRETE STEPS. GENERALLY PREP FOR NEW WORK. I I I I II I I III'Tj I I jjl� I I REMOVE ALL SLIDING DOORS III I I AND FIXED WINDOWS ON THIS CLOSET I i IIII -------------� FACADE. r- I IIII I 214 � I IIII I I I I II i i -------------j HACK,=_ IIII - ---------------- 215 I III I i i I I 4 i I I Iiiil i 11 BATH up LIVING ROOM I IIII I I 216 101 DRAWING ISSUE I \� CLOSET I I I NO. DATE ISSUE FOR 217 I I 1 10/30/03 PERMIT I I I I I 2 1/13/04 ReissuedfotPermit REMOVE ALL FIXTURES, I I I I IIII IIII FLOOR,WALL AND CEILING III IIII III i I IIII FINISHES. GENERALLY IIII III I PREP FOR NEW WORK. I III I IIII II 'll I I I I I I I I III I I IIII I I BEDROOM 5 ■i DRAWING REVISIONS 218 IIII I NO. DATE ISSUE FOR I IIII I I II I /� � I I III I I IIII I I PREP FOR NEW BOOKCASES I IIII I EACH SIDE OF FIREPLACE. I IIII I I CLOSET iiii i l CLOSET 220 I Iiiil I 116 nmDIN I I ===== DRAWN BY CHECKED ----------- — — ---- — --- '� CLOSET I APPROVED PROJECT# 0316 222 I REMOVE ALL WALL,FLOOR AND HALL CLOSET CEILING FINISHES, GENERALLY I I 112 118 BD DESIGN INC. PREP FOR NEW PLUMBING III I HALL L------------- INSTALLATION AND NEW WORK, IIII I CLOSET THE GLOAMING,FISHERS ISLAND,N.Y. 06390 2 0 113 -0-(631)788-7919 —(631)788-5647 ----------------- ----� — --- -- ----------------- -- �I ------ PHONE(2 0 3)983-6083 FAX(2 0 3)983-6084 79 EAST PUTNAM AVE.,2ND FL.,Greenwich,CT 06830 III i I BEDROOM 7 11Q fj BEDROOM 3 III II BEDROOM 6 REMOVE ALL FIXTURES, I 223 III IIII CARPENTER RESIDENCE I FLOOR,WALL AND CEILING BATH I C�] I II I 117 IIII ,��RED ARC � III I 219 FINISHES. GENERALLY 221 I I IIII I I �C> hj a FISHERS ISLAND I PREP FOR NEW WORK. I ------ I (� ��L1 A A4 F �� Q� � /rnNEW YORK � J BATH 2 REMOVE ALL FIXTURES, �" m --- ---- e/-'\ --- —� 1 ---- ------ BEDROOM I BEDROOM 2 — — FLOOR,WALL AND CEILING 111 FINISHES. GENERALLY Q ^ * w FIRST FLOOR, 114 i �___J PREP FOR NEW WORK, Q SECOND FLOOR SECOND FLOOR I FIRST FLOOR i CLOSET six 029398 DEMOLITION PLANS = RSCALE. EMOLITION PLAN Imo- � � 119 N DEMOLITION PLAN _ ------- D102 __ __ 10/30/03SCALE: 1/4"= 1' — ------ — --_-- = = — -- L— ---- As NOTED D 10 2 FILL-IN CORNER WITH 12"CMU FOUNDATION WALL KEYED INTO 12"x 24"CONTINUOUS FOOTING. CRAWLSPACE NEW CMU INFILL ■ NEW CMU INFILL HOT WATER NEW 801LER EXISTING WASHER/DRYER CONNECTIONS OIL TANK EXISTING BASEMENT EXISTING BASEMENT ■ RELOCATED WEL-TROL NEW ELECTRICAL PANEL NEW PHONE PANEL '':..'EXPAND. •, E�CISTINQ — OP�NING ' 'TO SIZE'; OF BULL o HEIGHT b(ED)QR EXCAVATE AREA FOR NEW CARPENTER-8UTA STAIRS.. NEW STAIRS.NEW 4" ■ z TO FIRST FLOOR.LOCATED ., CONCRETE SLAB WITH 6 m up TL . X6-W1.4xW1.4 WWF w ¢ r STAIRS TO S�QON D'FLOOR. ' ON 6 MIL VAPOR f BARRIER OVER 2"SAND LAYER OVER 5"GRAVEL _ BED.FINISH ELEVATION OF SLAB TO MATCH ADJACENT.SHORE NEW 12"CMU FOUNDATION WALL EXISTING FOUNDATIONS KEYED INTO 12'1 AS NECESSARY. CONTINUOUS FOOTING.VERIFY EXACT LOCATION IN FIELD. ■ UNEXCAVATED - ■ CRAWLSPACE DRAWING ISSUE NO. DATE ISSUE FOR 1 10/30/03 PERMIT 2 1/13/04 Reissued for Permit ■ DRAWING REVISIONS NO. DATE ISSUE FOR ■ DRAWN BY CHECKED APPROVED PROJECT# 0316 BD DESIGN INC. THE GLOAMING,FISHERS ISLAND,N.Y. 06390 CRAWLSPACE: -0-(631)788-7919 —(631)788-5647 79 EAST PUTNAM AVE,2ND FL.,Greenwich,CT 06830 PHONE(20 3)983-6083 —(2 0 3)983-6084 -D A,&9? CARPENTER RESIDENCE 0AM FISHERS ISLAND �v m NEW YORK � D 2 r �D. 02939 Q� FOUNDATION PLAN F FOUNDATION PLAN 10/30/03 W 1 SCALE: 114"= 1'-0" A101 �¢ AS NOTED u V.I.F. V.I.F. op EQUAL CLOSET 41 5'-0° EQUAL 109 O O EG ESS o CLOSET `"CIO m 106 I VALVES _ - m ALIGN WINDOW - WITH ABOVE N REF. CLO ET 0 18 m EGRESS — — — — BEDROOM 1 O WINDOW O MASTER BATH Z z N 4 3/4" 4 3/4' 110 w O 205 O " x FLOAT 4 314" 2'-0" 2'-0" 7'-9101" A) w -01 11 m o MED CART MED CART I I BATH 1 l, HALL _....,,'" EQUAL EQUAL CLOSET 202 CLOSET Q MUD ROOM PA ��A TRY = 111 D 204 203 105 107l %J O O O A", I Zl'\ I ED I I �` 30"DEEP COUNTER � LAUNDRY �'` B o I ALL NEW CABINETS,APPLIANCES CENTER NEW BAY 206 I BO AND FIXTURES IN KITCHEN ON EXISTING O I E2 --------------------------------------- I DINING ROOM KITCHEN — — EGRESS 103 o 104 1 BAY STUDY MASTER BEDROOM I EAKER] I � 210 DN HALL D 201 ----------------------------------- - 207 OF FAX O EGRESS OSET STEREO CLOSET // \`�/ \�� r/ \V/ \\� PRINTER NEW WOOD 9 1208 EGRIESS SHELVING BSMT-1ST STAIR CABINET 100 Al I DN 0 z HALL CLOSET HALL-,,- O 102 211 DN 21 LNEW CARPENTER-BUILT STAIRS TO BASEMENT. I 1ST-2ND STAIR I 200 1ST-2ND STAIR 200 DN% OH EGRESS BEDROOM 4 EGRESS O / / 213 CLOSET \` 214 B DN O HALL O �/ I D 215LIVING ROOM ---- I PT SLEEPERS @ I 24"O.C. OVER 4" DRAWING ISSUE BATH UP 1 D1 216 NO. DATE ISSUE FOR SLEEPERS`24" 1 10/30/03 PERMrr NOTES 2 1/13/04 Reissued for Pemiit • CLOSET MED.CAB'T gO DN i DRAWING REVISIONS NO. DATE ISSUE FOR BEDROOM 40 I 218 EQ.1 NEW WOOD NEW WOOD BO SHELVING SHELVING VIF CABINET CABINET O EGRESS EGRESS O EQUAL 2 EQUAL 2 E �1oe CLOSET 116 CLOSET DRAWN BY CHECKED 22O O z APPROVED PROJECT# 0316 DN EG ESS --r-- PWDR RM HALL CLOSET BD DESIGN INC. CLOSET I (EGRESS I 118 A ICLOSET 113 112 I THE GLOAMNG,FISHERS ISLAND,N.Y. 06390 222 I I I PHONE(6 31)788-7919 F—(631)788-5647 224 i I CONVERT EXISTING DO \� r— UP IL -----------J CLOSET INTO NEW HALL POWDER ROOM. PxoNs(203)983-6083 —(203)983-6084 ALL NEW FINISHES 7�EAST PUTNAM AVE.,2ND FL,Greenwich,C O6S30 ------------------------------ --------------- ----------- ---- �I 220 ----- --- -------- Y C% AND FIXTURES. MED.CAB'T H CARPENTER RESIDENCE EGRESS BEDROOM 3 I EGRESS FISHERS ISLAND t v BEDIROOM 7 A 117 Oa O �..`ti U NEW YORK OA EGRESS BEDROOM 6 219 BATH 2 o a BEDROOM 2 FIRST FLOOR PLAN 111 • * SECOND FLOOR PLAN a _ 114 U ----o -- -- ---------------------------------— — — ------ -------------- -- F . ---------- BATH -----------� CLOSET �� 0239 y��� Q 1/09/04 W 221 Al 0 2 CLOSET EGRESS E ESS 119 W AS NOTED N 225 FIRST FLOOR PLAN �. . EGRESS SECOND FLOOR PLAN EGRESS �� II � SCALE: 1/4"= 1'-0" z ,_ 0 1 SCALE: 1/4 - 1-0 III I ILM 1 ! 11 111 1, 11, ri I I I I 1 11 11 11 1 1 11 11 1 1 1-11 111 11 11 11 4--1 1111 1.1111 11111111 [111 1 1 11 111 111 1 1111 1 111 1111 111 1 11111111 111 1 111111 11 111 1111111111 ROOF TO RECEIVE NEW 518"RED CEDAR #1 PERFECTION SHINGLES,PRESSURE- AND FIRE-TREATED,WITH 5"EXPOSURE WIDTHS. —ILL NEW DORMER H A tjA A H C A-1 Al A T 1 MASTER BATH&CLOSET FINISH FLOOR ELEV.MATCH MASTER BEDROOM ELEVATION D ❑ ❑❑ TOOTH-IN NEW HAND-CUT SIDEWALL ❑ ❑ ❑ ❑❑ ❑❑� SHINGLES WHERE NEEDED TO MATCH ❑ ❑ � EXISTING IN SPECIES, F ❑ ❑� � FINISH,COURSING,ETC. IL A ❑ ❑❑ ❑❑ 17 El -IFFIFIFE :1E T I FIRST FLOOR _ ELEV.MATCH EXISTING SOUTH ELEVATION - SCHEME 'C' 2 SCALE: 1/4"= 1'-0" F11 ' III ROOF TO RECEIVE NEW 518"RED CEDAR #1 PERFECTION SHINGLES,PRESSURE- DRAWING ISSUE AND FIRE-TREATED,WITH 5"EXPOSURE WIDTHS. NO.1 DATE I ISSUE FOR 1 10/30/031 PERMIT 2 1/13/04 Reissuedfo:Permit IFID NEW DORMER A H H A A H A C C 11111 lit 11 11111.. m A DRAWING REVISIONS T/MASTER BATH&CLOSET FINISH FLOOR _ —� FOR NO.ELEV.MATCH MASTER BEDROOM ELEVATION D El I I . ) - DATE ISSUE :][:]E ❑ ❑ ❑ ❑ TOOTH-IN NEW HAND-CUT SIDEWALL FIFI SHINGLES AS REQUIRED TO MATCH 17- EXISTING IN SPECIES, g g g A FINISH,COURSING,ETC. g g _1L I EIE :]FIE LIE10iii LE I FIE :11:1E DRAWN BY CHECKED A . I APPROVED PROJECT# 0316 T/FIRST FLOOR — ELEV.MATCH EXISTING BD DESIGN IN . THE GLOAMING,FISHERS ISLAND,N.Y. 06390 PHO—(631)788-7919 —(6 31)788-5647 SOUTH ELEVATION - SCHEME 'C' 79 EAST PUTNAM AVE.,2ND FL,Greenwich,CT 06830 2 SCALE: 114"= 1'-0" PHOxi;.(2 a 3)983-6083 aex(2 0 3)983-6084 ��REO ARC,yf H CARPENTER RESIDENCE ``A FISHERS ISLAND a 4u' NEW YORK * n �r Q E r cS� O s�9o. 0 3g9 EXTERIOR ELEVATIONS OF N w 10/30/03 � A201 AS NOTED N EXTERIOR DOOR AND WINDOW SCHEDULE ILL LL 171 -IEIE: \ \ J1 3 INTERIOR SHUTTER CONFIGURATION INTERIOR SHUTTER INTERIOR SHUTTER CONFIGURATION CONFIGURATION NEW DORMER Al A 1:71❑O A Al B C D ❑❑ ❑❑ ❑❑ Ti SECOND FLOOR FINISH FLOOR ILL L ELEV.EXISTING - L Ll EHHE ❑ \' TOOTH-IN NEW HAND-CUT SIDEWALL LIE111FEEIEL SHINGLES AS REQUIRED TO MATCH L L ❑ ❑❑ ❑ EXISTING IN SPECIES, IE I I FINISH,COURSING,ETC. L__j L_�= =�j ❑ \ �/ \ IHH A 1 E2 E3 / H H E1 E \ T 1 FIRST FLOOR _ E F G H ELEV.EXISTING Mark Rough Opening Type Frame Glazing Interior Qty. Muntin (W X H) Shutters Pattern L�L A 3'-10" x 5'-5" DOUBLE HUNG WOOD SINGLE 21 6/6 Al (2)A's W/31/2" MULLION MULLED DOUBLE HUNGS • 2 6/6 B 3-10"x 7'-9" DOUBLE HUNG 7 9/9 COURTYARD ELEVATION LOOKING WEST COURTYARD ELEVATION LOOKING EAST 3'-4" x4'-6" DOUBLE HUNG 5 616 CO (3) D 2'-41/2"x 2'-31/2" CASEMENT 3 2/2 4 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" E1 1'-6" x 6'-9" COTTAGE DOUBLE HUNG 1 3/2 E E2 9'-4" x 6'-9" FIXED 1 8w x 5h E3 l'-6"x 6'-9" COTTAGE DOUBLE HUNG 1 3/2 F 7'-5" x 8'-5" FIXED 2 6w x 6h INSWING FRENCH ALL LITE G 7'-5" x 8'-5" WITH SIDELITES 3 SIZES TO AND TRANSOM MATCH WINDOW F H 3'-6" x 7'-0" INSWING FRENCH 7 (2)2w x 5h NOTE: PROVIDE STORM PANELS FOR ALL WINDOWS AND EXTERIOR DOORS DRAWING ISSUE NO. DATE ISSUE FOR 1 10/30/03 PERMtT 2 1/13/04 Reissued fbr Permit ROOF TO RECEIVE NEW 5/8"RED CEDAR #1 PERFECTION SHINGLES,PRESSURE- AND FIRE-TREATED,WITH 5"EXPOSURE WIDTHS. -ILL -JLL 7_1 DRAWING REVISIONS NO. DATE ISSUE FOR LL LJL ELI C A A q AILIA FFE A _ � T!MASTER BEDROOM LEVEL ELEV.EXISTING ❑ ❑ DRAWN BY CHECKED TOOTH-IN NEW HAND-CUT SIDEWALL APPROVED PROJECT# 0316 SHINGLES AS REQUIRED TO MATCH -ILL EXISTING IN SPECIES, FINISH,COURSING,ETC. BD DESIGN INC. CTHE GLOAMING,FISHERS ISLAND,N.Y. 06390 g g -0—(631)788-7919 —(631)788-5647 A A A E3 79 EAST PuTNAM AVE.,2ND FL.,Greenwich,CT 06830 PHONE(203)983-6083 F—(203)983-6084 T/FIRST FLOOR ELEV.EXISTING CARPENTER RESIDENCE FISHERS ISLAND U .� NEW YORK �RED A%. EXTERIOR ELEVATIONS EVATION WEST ELEVATION `� m * D EAST EL SCALE: 1/4"= 1'-0° s� 99 A 10/30/03 11 2 SCALE: 1/4 - 1-0 Ty 0. 0293 y Q` w AS NOTED � A202 OF NO bjA CEDAR SHINGLES TO MATCH EXISTING. 30 LB ROOFING FELT. 12 1" BOARD SHEATHING. 5 AIR SPACE. 2 x 8 WOOD RAFTERS @ 16"O.C. WITH R-28 BATT INSULATION. 3 MIL VAPOR BARRIER. DOUBLE STARTER COURSE, CORROSION-RESISTANT DRIP EDGE, CONTINUOUS. 5/"x 8" CONTINUOUS FASCIA. 518" BLUEBOARD UNDER PLASTER SKIM COAT. VENT AND INSECT SCREEN. SIMPSON H2.5, EACH RAFTER. 2 x 6 WOOD STUDS @ 16"O.C. WITH 1 x 2 FASCIA. R-19 BATT INSULATION. SHAKES TO MATCH EXISTING. 3 MIL VAPOR BARRIER. 518"CDX PLYWOOD SHEATHING. — 518"BLUEBOARD UNDER PLASTER >< I iNSULATION, TYP (NOT SHOWN) SKIM COAT. I I SIMPSON HD2A I R-60 BATT INSULATION. I BLOCKING UNDER HOLDDOWN STUD 0 TENSION ROD 0 I RIM JOIST I I I — I I SIMPSON HD2A I 0 a BASE PER FINISH SCHEDULE. I SIMPSON HD2A FLOOR FINISH PER FINISH SCHEDULE. I �--AREA OF BUILDING BLOCKING UNDER HOLDDOWN STUD I ALTERATION. 3/4"T&G CDX PLYWOOD, GLUED AND SCREWED TO JOISTS. I HOLDDOWN ANCHOR BOLT. SEE ° HOLDDOWN INSTALLATION NOTES. 0 2 X 8 PT SILL PLATE. I TERMITE SHIELD I DRAWING ISSUE NO, DATE ISSUE FOR I1 1/13/04 Permit 8"CMU FOUNDATION WALL. I I PARGE COAT OVER o a Q GROUT FILLED BASE COURSE. I DAMP-PROOF COATING. _ >0>0 I DRAWING REVISIONS — o IIIIII=III =III _ CONCRETE SLAB. I NO. DATE ISSUE FOR III=IIIIII1I III=111=III—III 111-111-111-III— I ° MOISTURE BARRIER. - a , 1. P1571111 SLOPE TOP OF FOOTING WITHI EXISTING FOUNDATION. MORTAR. R-30 INSULATION. 1 NEW R-30 INSULATION. nRAwNSY cHECICEn a EXISTING SLAB. APPROVED PRojFcr# 0316 — — II _ - - - - - _ _ ._ - - 3/4 IN. DIA. RIVER ROCK III— —III ExISTINGGRADE. BD DESIGN INC. AROUND DRAIN PIPE WITH 18" —III— III— �, � - GRAVEL BED. MIN. COVER. � THE GLOAMING,FISHERS ISLAND,N.Y. 06390 I I I I I I I I I 1� I o P--(631)788-7919 —(631)788-5647 p � 20"x 10"CONTINUOUS CONCRETE = — o ---(203)983-6083 —(203)983-6084 2 #4 BARS � — _ — 79 EAST PUTNAM AVE,2ND FL,Greenwich,CT 06830 FOOTING. PROVIDE O o a IIII - I I III I I I1 I I I_I III=11 I I=1 =1 — 1111 I I— IIII=1 I IIIIIIII1 1 I= ONE ON EACH SIDE OF FOOTING. III-IIII -IIII -IIII -IIII -IIII1I II =IIIIIIII1IIIII1 II -IIII -1I -IIII -1I II -11111-IIII III-III -IIII ° � a � � I I I A1 I I I I1 I I I I1 I I I I1 I I I III I I I1 I I I I1 I I I I-1 I I I I1 I I I I-1 I I I I=1 I I I I1 I I I I=1 I I I I1 I I I I1 I I I I1 I I I III I L I I-1 I I I I-1 I I I , . .� � Mary -III -111 -III -IIII -IIII 11 -1 1 -IIII 11 -1 I I I =IIII -IIII 11 -IIII 1 I I I=IIII =1 -IIII � Carpenter 4" PERFORATED DRAINPIPE °. • �• a WN IIII-11 1 -11 =111 -11 I= IIII-1 I -11 -1 I1 IIII-11 �� ���.�.► � WITH HOLES ORIENTED Do —IIIIII—II 111—I —III I I —IIIIII1 =I IV =I I-11111=I I —I I I I=11111=I I � �, SLOPE TO DRYWELL. g SECTIONS 4 —_� — = — _—1 � _ — =1 I I I I I I-11 I II I I I II I I I I-111111 I I I I11111-I I I I II I I I I-I I I I I1 I I I II I I I I-111111 I I I I-I I I I I-I I I I I1 VIIII I I I I �, T � h II I I I I-1 I II I I_I I I—IIII IIIIIII—IIIIIIIIIIIII I I_I I I—I I I_I I I _ II 11 III-IIII I-I III I-11111=I III II III I-11111=IIII I-IIII I-IIII -III I III-11111= III -I III I - IIII-1I UNDISTURBED SOIL. — III— =_=_=1 11_11111 I=1 IIII III II-1� 1�-1���� �I �I �I-1 II-11111-III I-III II =_= _� IIIIIIIIIp,� N Q 1/09/04 _ W WALL SECTION AT NEW FOUNDATION SECTION THROUGH AREA OF SUBSTANTIAL ALTERATION 1 As Noted A301w � 2 SCALE: 1-112"= 1'-0" SCALE: 1/2"= 1'-0" r TABLE 1 : ESTIMATED WEIGHTS USED IN LOAD CALCULATIONS FOR ALTERATION CONSTRUCTION NOTES MATERIAL WEIGHT (PSF) NOTES AS-BUILT ELEVATION CERTIFICATION FRAMING 0.5 2X DOUGLAS FIR, 19%MOISTURE, 16" O.C., PER INCH DEPTH See accompanying Survey Map, dated 1211812003. EXTERIOR WALL SHEATHING 1.5 112 CDX PLYWOOD WALL INSULATION 0.4 HIGH DENSITY FIBERGLASS, PER INCH THICKNESS WALL CLADDING 1.5 CEDAR SHAKE SIDING USE AND OCCUPANCY ROOF BOARDS 1.2 3/4" X 4" PINE BOARDS @ 6" O.C. Classification: R3 (7 Bedroom Single Family) ROOF CLADDING 3 CEDAR ROOF SHINGLES CEILING INSULATION .4 HIGH DENSITY FIBERGLASS, PER INCH THICKNESS CEILING FINISH 2.1 718" PINE HEIGHT AND FIRE AREA INTERIOR WALL FINISH-SHEETROCK 2.25 5/8" GWB INTERIOR WALL FINISH-WOOD 2.1 718" PINE Height of Substantially Altered Portion: 21'-4" Height of Renovated Portion: 26'-6" Fire Area of Substantially Altered Portion: 601 s.f. Fire Area of Renovated Portion: 3992 s.f. INTERIOR WALL FINISH-TILE 9.5 318" GLAZED TILE CEMENTED T01/2" BACKER SUBFLOOR 2.25 3/4" PLYWOOD TYPE OF CONSTRUCTION FINISH FLOOR-WOOD 4 25/32" HARDWOOD Type V as de FINISH FLOOR- CERAMIC TILE 9.5 3/8" GLAZED TILE CEMENTED T01/2" BACKER fined in Section 602.5 of the Building Code of New York State. FOUNDATION WALL(DO 85 12" CMU SNOW LOAD (S) 45 Section 1608, Building Code of NYS DESIGN CRITERIA LIVE LOAD-ROOF (Lr) 20 Section 1607.11, Building Code of NYS (No reductions applied) L2 40 Table 1607.1, Building Code of NYS Unless noted as using engineered design criteria, certain building construction specifications were developed using the prescriptive design methods LIVE LOAD - SECOND FLOOR (1-2) described in the Wood Frame Construction Manual (W.F.C.M) 1995 SBC High Wind Edition for one and two family dwellings, as required by the Building Code of New York State. LIVE LOAD - FIRST FLOOR(L1) 40 Table 1607.1, Building Code of NYS DEAD LOAD-ROOF (Dr) 10 FRAMING +BOARDS +CLADDING +INSULATION +CEILING FRAMING DEAD LOAD - SECOND FLOOR(D2) 20 FRAMING +SUBFLOOR+FLOOR+CEILING _ 15 FRAMING +SUBFLOOR+FLOOR Unless otherwise noted, all new structural framing material shall meet or exceed the Base Design Values for Douglas Fir-South 'Stud' grade, as specified in Table 4A of the W.F.C.M. DEAD LOAD FIRST FLOOR(D1) Supplement. Framing elements shall be sized as indicated in the provided framing schedule which is; in accord with W.F.C.M. prescriptions for the specified Base Design Values. DEAD LOAD - EXTERIOR WALL(De) 10-20 (use 15) FRAMING +SHEATHING +CLADDING +INSULATION +FINISH - Existing framing, sheathing, and roofing may not meet all the criteria set for full compliance with current code requirements including W.F.C.M prescriptive design. Remediations shalle DEAD LOAD - INTERIOR WALL(Di) 5-15(use 10} FRAMING +2 FINISH attempted to the extent practicable and necessary in the normal course of construction. Where compliance with W.F.C.M. load resistance requirements is required under code interpretation, the following framing requirements shall be met, in addition to other construction requirements as may be set forth in these documents: Double top plates provided at the top of all load-bearing walls, overlapping at comers and intersections with other load-bearing walls, or reinforced per W.F.C.M. TABLE 2: ESTIMATED LINEAR DOWN LOADS Bracing, bridging, and collar ties installed according to the provisions of W.F.C.M. Studs continuous between horizontal supports. SECTION LOAD (PLF) NOTES Where notches and/or holes exceed the limits set by the W.F.C.M, adequate remedial measures taken. LONGITUDINAL @ SECOND TOP PLATE 825 Wt- I(S +Lr+Dr), I = length of tributary roof section All code-required clips, straps and foundation anchoring installed as prescribed, in order to develop full resistance to the prescribed load conditions. SECOND FLOOR INTERIOR PARTITIONS 22 Wp= a(Di)/I, a= Area of interior partitions in sf, I= bearing length in ft Dangerous existing framing conditions must be corrected such that applicable current code requirements are met. 620 Ws -w(L2 +D2), w = tributary width Joists, headers, rafters, beams, trusses, and girders supported on adequate bearing and otherwise sized and configured to adequately resist the prescribed load conditions. SECOND FLOOR DECK - LONGITUDINAL @ FIRST TOP PLATE 1572 W2 - Wt+Wp +Wd +h(De), h = height of second fir exterior wall Floor, wall and roof openings, and wall corners constructed in accordance with the provisions of W.F.C.M. prescriptive design. FIRST FLOOR INTERIOR PARTITIONS 15 Wp = a(Di)/I, a =Area of interior partitions in sf, I=bearing length in ft FIRST FLOOR DECK 568 Wf=w(L1 +D1), w = tributary width DESIGN LOADS LONGITUDINAL @ SILL PLATE 2276 W1 = W2 +Wp+Wf+h(Re), h = height of first fir exterior wall LOAD TYPE CATEGORY REFERENCES TRANSVERSE @ SILL PLATE 267 We= h(De), h = average fall height DORMER(TRANSVERSE TO MAIN RIDGE) 203 Wd = I(S +Lr+Dr) +hTDO), I = tributary roof length, h=avg wall ht Live See Table 1, this sheet Section 1607, Building Code of NYS. TOTAL @ SOIL INTERFACE 2786 Wt= W1 +h(Dq, h = average foundation wall height Dead See Table 1, this sheet. Section 1606, Building Code of NYS. Snow 45 psf Section 1608, Building Code of NYS TABLE 3: UPLIFT CONNECTION CAPACITY REQUIREMENTS Seismic Category B Table R301.2(2), USGS Open-File Report 01437 SECTION LOAD (Ibs) NOTES Wind m h (Fastest Mile Windspe d) Figure R301.2(4), Table R301.2.1.3 ROOF RAFTERS (20' span @ 16"spacing) 386 WFCM Table 3.3 Exposure Category C R301.2.1.4 DECK SLEEPERS (16' span @ 24"spacing) 487 WFCM Table 3.3 LN-vjax-�agyp Jr.@� � -C,��. t- 1 PROTECTION AT OPENINGS Wood structural panels (7/16" plywood) conforming to Section 1609.1.4, Exception 1 of the Building (Code of NYS shall be provided. DRAWING ISSUE NO. DATE ISSUE FOR NAILING AND ENGINEERED CONNECTORS 1 1/13/04 Permit LIGHT AND VENT SCHEDULE Sheathing shall be fastened to framing in accordance with the provided nailing schedule, see sheet S10 . Light and Vent Data Code Required Plan Provided Any framing connection that is not made with an engineered connector shall be nailed in accordance;with the provided nailing schedule. Natural Mechanical Natural Mechanical -•• Floor Room Description Area(SF) Glass Vent CFM S CFM E Glass Vent CFM S CFM E All engineered connectors specifications shall meet or exceed the load resisting requirements of the W.F.C.M. for properly installed connections. RED qR 6sa.s o 0 0 0 o Uplift connections shall be installed in accordance with manufacturers recommendations, at each required location. _%_IAM � BASEMENT Mechanical/Storage Holddowns shall be installed at all specified locations in accordance with manufacturers recommendations. Q „ �c ,A DRAWING REVISIONS 1ST FLOOR 100 Bsmt-First Stair 59.2 0 0 0 0 0 0 0 0 * � n * 101 Living Room 769.5 61.6 30.8 0 0 321.8 162.3 0 0 MEANS OF EGRESS NO. DATE 1ssuE FOR m o 103 Dining Room 288.3 23.1 11.5 0 0 97.2 48.6 0 0 See Floor Plans, Sheet A102 for locations of required egress openings. "0) 29 9q 104 Kitchen 407.1 32.6 16.3 0 0 104.7 55.2 0 0 105 Mudroom 74.4 6.0 3.0 0 0 6.7 6.7 0 0 110 Bedroom 1 102.7 8.2 4.1 0 0 22.4 11.2 .2a 0 PLUMBING AND SEPTIC �� _lepfiG `�' e U4'a 111 Bath 1 39.5 3 1.5 0 0 6.3 b 113 Powder Room 22.7 3 1.5 0 0 6.7 6.7 0 0 Septic system shall be made to meet current code requirements unless found to be adequate. Existing plumbing to be patched and repaired as needed unless otherwise shown on plans. 114 Bedroom 2 100.6 8 4 0 0 32.8 16.4 0 0 All new plumbing shall be installed in accordance with current code requirements. 115 Bath 2 72.1 3 1.5 0 0 16.4 8.2 0 0 DRAWN BY CHECKED 117 Bedroom 3 243.7 19.5 9.8 0 0 49.2 24.6 0 0 APPROVED PROJECT# 1 0316 2ND FLOOR 200 First-Second Stair 58.2 0 0 0 0 0 0 0 0 FIRE PROTECTION 32.a o o alarms shall be installed at the following locations: BD DESIGN INC. 201 Master Bedroom 243.9 19.5 9.8 0 0 65.6 In accordance with Section R317.1.1 and AJ of the Residential Code of NYS, smoke a a 9 205 Master Bath 204.4 3 1.5 0 0 33.6 16.8 0 0 - In each sleeping room. THE ( FISHERS ISLAND,N.Y. 06390 PHorrE(e 3 206 Laundry 66.7 0 0 3.1 15 0 0 0 15 631)788 t)788-7919 -(631)788-5647 - Outside each separate sleeping area in the immediate vicinity of the bedrooms. 210 Study 282.5 22.6 11.3 0 0 66.1 48.7 0 0 0 0 44.1 59.5 0 0 - On each additional story, including basement or cellar, but not in crawl spaces or uninhabitable attics. 7�EAST M AVE.,2ND FL., X(Greenwich,CT 06830 213 Bedroom 4 169.4 13.6 6.8 -0-(203)983-6083 FAx(203)983-6084 216 Bath 61.9 3 1.5 0 0 16.4 8.2 0 0 In addition, one carbon monoxide detector shall be installed on each floor level where sleeping quarters are located. Where internal wall and ceiling exposure permits access, all alarms shall 218 Bedroom 5 218.4 17.5 8.8 0 0 66.6 64.6 0 0 be hard wired and smoke alarms interconnected. In other areas where required, battery powered allarms shall be provided. Mary 219 Bedroom 6 172.7 13.8 6.9 0 0 32.8 16.4 0 0 Carpenter 221 Bath 74.5 3 1.5 0 0 16.4 8.2 0 o ENERGY CALCULATIONS 223 Bedroom 7 212.8 17.0 8.5 0 0 49.2 24.6 0 0 :A Calculations shall be provided utilizing an approach based on performance of the total building envelope as set forth in the Energy Conservation Construction Code of New York State. GENERAL All newly constructed elements, components, and systems shall be constructed accordingly. Contractor shall attempt to remediate existing conditions to the extent practible in the normal course CONSTRUCTION NOTES of construction. Contractor shall retain and provide information necessary to verify compliance in accordance with Section N1101.2.4 of the Residential Code. A 01/12/04 LIGHT, VENTILATION AND HEATING A401 No Scale Lighting and Ventilation data shown on this sheet. HVAC specifications are documented in an accompanying REScheck compliance report. o New Blocking @ 48" o.c. LU 0 LU LU Z Blocking @ 48" o.c. first two rafter bays. 0X W �` N LL V N O F. Z 60 X C1— v X ly ci X /fo w o avi 2 x 10's @ 16"o.c. °° �s\\ 1 , �� .C. �� Va 00 N �' N X N Qxxxxxx N O `V x8 I idge oarl N o DN oil xisti g (2 2xft 8's 1 o.c. s 0 17 7`f } Exst 2 x Vs @[1A D x" N tg ru sses (2)2x4 DN s 2x6 Collar Tie each rafter bay,typ. G Note: Uplift connection required capacity: 386 lbs. s One (1) Simpson H2.5 per rafter. FIRST FLOOR FRAMING SECOND FLOOR FRAMING ROOF FRAMING 1 ��_� kED SCALE: 1/4 - 1-0 "- �, _ �f SCALE: 1/4 - 1 0 SCALE: 1/4 - 1 0 �t�� \� SAM � A 4v m * a Q r NAILING SCHEDULE FOR ALTERATION0. ° JOINT DESCRIPTION # OF NAILS NAIL SPACING �0 D2o399 Q� O N Rafter to Top Plate(Toe-nailed) 3-8d per rafter ° Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist FRAMING SCHEDULE FOR ALTERATION Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d each lap ELEMENT SIZE NOTES Ceiling Joist Laps over Partitions(Face-nailed) 5-16d each lap DRAWING ISSUE Collar Tie to Rafter(Face-nailed) 8-8d per tie, each end FLOOR JOISTS 2 X 10 DF LIMITED T014'-5" SPAN @ 16" O.C. NO. DATE rssvE FOR Blocking to Rafter(Toe-nailed) 2-8d each end EXTERIOR WALL STUDS 2 X 6 DF 16" O.C. Rim Board to Rafter(End-nailed) 2-16d each end 1 1/13/04 Permit INTERIOR WALL STUDS 2 X 4 DF 16" O.C. CEILING JOISTS 2 X 10 DF LIMITED TO 14'-5" SPAN @ 16" O.C. Top Plate to Top Plate(Face-nailed) 2-16d per foot ROOF RAFTERS 2 X 8 DF 16" O.C. Top Plates at Intersections(Face-nailed) 4-16d joints- each side COLLAR TIES 2 X 6 DF 16" O.C. Stud to Stud (Face-nailed) 2-16d 24" o.c. HEADERS (2) 2 X 6 DF LIMITED TO 4'-1" SPAN (MOST RESTRICTIVE INSTANCE) Header to Header(Face-nailed) 16d 16" o.c. along edges VALLEY RAFTERS (2) 2 X 10#2 DF LIMITED TO 14'-2" HORIZONTAL SPAN Top or Bottom Plate to Stud(End-nailed) 3-16d per 2x6 stud DRAWING REVISIONS RIDGE BOARD 2 X 10 Bottom Plate to Floor joist, Band joist, End joist,or Blocking(Face-nailed) 2-16d per foot NO. DATE ISSUE FOR Joist to Sill, Top Plate or Girder(Toe-nailed) 4-8d per joist Bridging to Joist(Toe-nailed) 2-8d each end Blocking to Joist(Toe-nailed) 2-8d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block Ledger Strip to Beam (Face-nailed) 3-16d each joist DRAWN BY CHECKED Joist on Ledger to Beam(Toe-nailed) 3-8d per joist APPROVED PROJECT# 0316 Band Joist to Joist(End-nailed) 3-16d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d per foot BD DESIGN INC. THE GLOAMING,FISHERS ISLAND,N.Y. 06390 Horizontal Board Roof Sheathing, 1" nominal thickness(6"wide or less) 2-8d common (3-8d box) per support* PH0—(631)788-7919 —(631)788-5647 79 EAST PUTNAM AVE.,2ND FL.,Greenwich,CT 06830 Gypsum Wallboard 5d coolers 7" edge/10" field P---(203)983-6083 —(203)983-6084 Vertical Board Sheathing, 1" nominal thickness(6"wide and smaller)** 2-8d common (3-8d box) per support Vertical Board Sheathing, 1" nominal thickness(8"wide and larger)** 3-8d common (4-8d box) per support z Mary Structural Wall Sheathing Panels(7/16" min thickness) 8d galvanized 6" edge/12"field Carpenter Structural Floor Panels- 1"thickness or less 8d 6" edge/12"field FRAMING W PLANS Uplift Straps(1-1/4" x 20 gage; Wall-to-Wall,Wall-to-Fndn) 5-8d Each end of strap *End joints in adjacent boards shall be separated by at least one joist space and there shall be at least two boards between joints on the same suppo ** 1/9/04 Boards applied directly to studs and blocking. Q W S101 1/4"=1'0" HURRICANE OVERTURN HOLDDOWN ESTIMATED LOADS, EAST-WEST WALLS (ENGINEERED DESIGN FOR BUILDING ALTERATION) HURRICANE OVERTURN HOLDDOWN ESTIMATED LOADS, NORTH-SOUTH WALLS (ENGINEERED DESIGN FOR BUILDING ALTERATION) VARIABLE FLOOR LEVEL ROOF UPPER WALLS SECOND LOWER WALLS FIRST NOTES VARIABLE FLOOR LEVEL ROOF UPPER WALLS SECOND LOWER WALLS FIRST NOTES LATERAL LOAD(plf) 145 205 205 WFMC Table 2.5C. Roof span: 20'. LATERAL LOAD(plf) 125 285 285 WFMC Table 2.513. Roof span: 20'. WALL (STORY) HEIGHT(ft) or ROOF PITCH 5:12 8 8 WALL(STORY) HEIGHT (ft) or ROOF PITCH 5:12 8 8 LOADED WALL SEGMENT WIDTH (ft) 16 16 16 LOADED WALL SEGMENT WIDTH(ft) 20 20 20 CONTRIBUTION DOWN (%) 100 50 50 CONTRIBUTION DOWN (%) 100 50 50 CONTRIBUTION UP(%) 0 50 50 CONTRIBUTION UP(%) 0 50 50 LOAD DISTRIBUTED TO SHEAR WALLS(Ibs) [2320] 3960/2=1980 [3280] 3280/2=1640 [3280] See WFMC, Table 2.5A LOAD DISTRIBUTED TO SHEAR WALLS(Ibs) [2500] 5350/2 = 2675 [5700] 5700/2 = 2850 [5700] See WFMC, Table 2.5A SHEAR WALL DEVELOPED LENGTH (ft) 20 20 SHEAR WALL LENGTH (ft) 16 16 REQUIRED UNIT SHEAR CAPACITY(plf) 99 82 REQUIRED UNIT SHEAR CAPACITY(pif) 167.2 178.1 STORY HEIGHT(ft) 8 8 STORY HEIGHT(ft) 8 8 TENSION LOAD(plf) 792 656 TENSION LOAD(Ibs) 1338 1425 CONTRIBUTION DOWN (Ibs) 792 0 CONTRIBUTION DOWN (Ibs) 1338 0 MAX. HOLDDOWN TENSION CAPACITY(Ibs) 792 1 1 1448 1 1 MAX. HOLDDOWN TENSION CAPACITY(Ibs) 1 1338 1 1 2763 1 2763 is maximum estimated load; Use for all holddown locations. HURRICANE HOLDDOWN INSTALLATION NOTES -All Holddown anchor Bolts are 5/8" diameter ATR (All Thread Rod). - Holddown anchor bolts shall be sufficiently fastened to foundation so as to resist specified uplift loads. Coordinate with Architect. - Framing at Holddown installation locations shall be doubled and face nailed at 3" O.C. - Use a steel nylon locking nut or thread adhesive on anchor bolts. - Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter. - Standard washers are required between stud bolts nuts and wood. No washer is required on Holddown Load Transfer Plate. - Holddowns shall be mounted flush to bottom plate. - Holddowns anchor bolt nuts should be finger-tight plus 1/3 to 1/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over-torque the nut. - Stud bolts should be snugly tightened. - Simpson HD2A Holddowns will be used to create a continuous tension load path between first- and second-floor shear walls. Install blocking between upper and lower studs. (See S-102:02) i i i i 2763 required:one(1)Simpson HD2A 2763 required:one(1)Simpson HD2A 1338 required:one(1)Simpson HD2A 1338 required:one(1)Simpson HD2A I cif Mlnlmum of 0 seven bolt diameters to Threaded Studs achieve table Rod loads. This distance Is designed Into Blocking holdown. Dlstance may be Rh Joist Increased without affecting load capacity, In§ts3i4 roylded the Washers anchor nut Is not over-torqued, which could split the stud, c Simpson Strong-Tie i i i i i HULDDOWN DETAILS Q2 SCALE: 1/4"= 1'-0" 7 DRAWING ISSUE NO. DATE ISSUE FOR 1 1/13/04 Permit 2763 required:one(1)Simpson HD2A 2763 re ired:one(1)Simpson HD2A 1338 required:one(1)Simpson HD2A 1338 required:one 1 Simpson HD2A END LENGTH CUT LENGTH 0 DRAWING REVISIONS CLEAR NO. DATE ISSUE FOR SPAN FIRST FLOOR�HUURRICANE OVERTURN HOULDDOWNS SECOND FLOOR HURRICANE OVERHOLDDOWNS .9 ,.. �4 = 1'-0" I = SCALE: 1/4 SCALE: 1l4" END � LENGTH Provide minimum 1" end distance Equal number of specified nails In each end Simpson Strong-Tle DRAWN BY CHECKED APPROVED PROJECT# 0316 PL' ONNECTION DETAILSBD DESIGN INC. SC /4"FT= 1'-0" THE GLOAMIIVG,FISHERS ISLAND,N.Y. 06390 Pxo-(6 31)788-7919 F-(63 1)788-5647 79 EAST PuTNAM AVE.,2ND FL.,Greenwich,CT 06830 Pxo-(2 0 3)983-6083 FAX(2 0 3)983-6084 �,�ERED qp H Mary XyIJAM a Carpenter 4�' HOLDDOWN DESIGN 02939th 1/09/04 N S102 1/4"=110" N 211 1-1/2" 2„ 2„ 2" VENT TO OPEN AIR 1-1/2" 2" 3" 1-1/2" 2" 1-1/2" CLEANOUT 2 DRAWING ISSUE NO. DATE I ISSUE FOR 1 1/13/04 Permit 3" 1-112" DRAWING REVISIONS 3// 211 NO. DATE ISSUE FOR /I KITCHEN GRP 3 DEU CLEANOUT CLEANOUT 2" V211DRAWN BY CHECKEDAPPROVED PROJECT# 0316 2„ N❑UT 3" BD DESIGN INC. THE GLOAMNG,FISHERS ISLAND,N.Y. 06390 CLEANOUT PHONE(631)788-7919 F-(631)788-5647 79 EAST PUTNAM AVE.,2ND FL.,Greenwich,CT 06830 PHONE(2 0 3}983-6083 FAx(2 0 3)983-6084 Mary T❑ SEPTIC �D Agcy u Carpenter CLEANOUT * * PLUMBING RISER _ � o DIAGRAM t ',� �, ��' �D• 029.�gg �Q� O 1/12/04 H ��� Q w PLUMBING RISER DIAGRAM NO SCALE P101