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HomeMy WebLinkAbout32861-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33802 Date: OG12G/09 THIS' CERTIFIES that the building ADDITION & ALTERATION Location of Property: PETERS WAY FISHERS ISLAND . (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section G Block 2 , Lot 3.11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 23, 2007 pursuant to which Building Permit No. 328G1-Z dated MARCH 29, 2007 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 ADDITION WITH DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ROBERT G & ANN. GAIL. CYPHERD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH.APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3049713 03/27/09. PLUMBERS CERTIFICATION DATED 02/03/09 GLENN GELLO • //uth'/ized gnature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD D BUILDING DEPARTMENT TOWN HALL 765-1802 SUN 2 3 2009 APPLICATION FOR CERTIFICATE OF O C BLDG.DEFT. This application must be filled in by typewriter or ink and submitted to the Building TD Itta be followi g: 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$25.00, Additions to dwelling$25..00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, 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$15.00 Date. 1, New Construction: Old or Pre-existing Building: � (check one) Location of Property: -(iT[ S b letz, 'r 54z—&-$ „r5 ac 41 House No. /—Stre Hamlet Owner or Owners of Property:_20&41 (rr,� Suffolk County Tad Map No 1000, Section 0(p lock 0002. Lot O o3 .O 1 Subdivision - Filed Map. Lot: Permit No. 32,A01 p f Date of Permit. !�7 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ iD C> 3��50 ct- 4c-1� X'1 C�, Applicant Signature t] �fr E[0J�rPrU7r3fR[!I`ff:: � "Ji gg;'091�PcPr�rJ�r�rJr_J��r�ir_JJ�rJ�r�rJ�rJ�rlr�rJ�rJ�rJ�rl,�r�r�rJ�r�rJ�cPr��P�r�rJ�rJ@PrJ�cPr�rJ�rJ�rJ�r�rJ��rJ�rJ��PrJ� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK SOAR OF FIRE UNDERWRITERS 5 NI 5 BUREAUF ELECTRICITY 5 5 05 5 40 FULTON STREET — NEW YORK, NY 10033 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by S 5 � 5 5 Z&S CONTR. INC. GREG CYPHERD S 5 PO BOX 202 PO 28 PETE'S WAY 5 ec�] FISHERS ISLAND, NY 06390-0202, FISHERS ISLAND, NY 06390 5 5 5 Located at PO 28 PETE'S WAY FISHERS ISLAND. NY 06390 5 Application Number: 3049713 Certificate Number: 3049713 S S 5 Section: Block: Lot: Building Permit: 0 BDC: ns11 C5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor,Second Floor,Outside, 5 55 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on i e 27th Day of March, 2009. 5 5 Name OTY Rate Rating Circuits s Type Amount 5 Property Type 5 5 Residential $150.00 5 5 Alarm and emergency equipment 5 Sensor 1 0 0 Carbon Monoxide $0.00 5 Sensor 3 0 0 Smoke $0.00 5 Wiring And Devices Dimmer 4 0 120 V $0.00 S 5 Fixture 3 0 Fluorescent $0.00 5 Fixture 17 0 Incandescent $0.00 5 Outlet 20 0 Fixture $0.00 5 Outlet 53 0 Gen,Purpose $0.00 5 5 Paddle Fan 5 0 $0.00 L5 Receptacle 2 0 GFCI $0.00 u Receptacle 40 0 Gen, Purpose $0.00 5J Switch 20 0 Gen,Purpose $0.00 5 5 5 Sub Total $150.00 5 $0.00 5 Administrative Charges 5 Total Amount $150.00 5 5 5 5 seal 5 5 5 5 1 of 1 5 5 5 Cj This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 TEL.- 765-1802 �O OG TOWN OF SOUTHOLD y� OFFICE OF BUILDING INSPECTOR ,z P.O. BOX 728 �y TOWN HALL SOUTHOLD, N.Y,, 11971 ` 11� C E R T I F I C. A-.T. I O N ' .. - Date 2 /3 1,�2 Building Permit No. 31 Owner C9.YJ 1 C1Y VL�GQ Plumber (please print) I .certifjy that the solder used in the water supply system contains less than 2/10 of 1% ,leada . (plumber ' s signature) Sworn to before--me this day of N ary .Public Notary - Public, lkllelcd Zdllvvl'county GEORGE E.PEIABODY,jR. NOTARY PUBLIC MYC0MMIS8'0N f X!';BES q(;T•31.201(1 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) PERMIT NO. 32861 Z Date MARCH 29, 2007 Permission is hereby granted to: ROBERT GREGORY CYPHERD PO BOX 28 FISHERS ISLAND,NY 06390 for ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR; FOUR BEDROOM LIMIT at premises located at PETERS WAY FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0002 Lot No. 003 . 011 pursuant to application dated MARCH 23 , 2007 and approved by the Building Inspector to expire on SEPTEMBER 29, 2008 . Fee $ 1, 188 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 ho�&pE SOUryolo cOUtdi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: \ DATE �a4�2 INSPECTOR r TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET rVILLAGE DIST. . SUB. LOT Gi ACR. nn REMARKS , TYPE OF BLD. 7 /= 00(sh Fork L VQ A et-d I s PROP. CLASS Irv0.�S�) �bu(k �,aNp6i- N(- 90 LAND IMP. TOTAL DATE j9 �. ConrF Fqi�) . . a a�� ��� C ' a 2 ®© 5 r7(o vewr r`- t. 28 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD D ND h DEPTH MEADOWLAND _ z � BULKHEAD HOUSE/LOT TOTAL Z..Q6� '"' ■■■■■■■■■■■■■■■■■■■■ ■■ COLOR l4------ll�■���1■■■■ TRIM 2-/q7 M. Bid 67--5' Foundation Bath Dinette r • - Floors ExtensionSLAB ExtensionExtension Ext. Walls V%t44LCL#1 Interior Finish L.R. Fire Place Heat + w • ••• • Pati•• Dormer DeckAttic Rooms •• Breezeway Garage 5_0 Driveway Rooms 2nd Floor � 0 O.B.- Pool ®_ bo • 4� Mar 29 07 10: 09a Susan Young (212) 724-9779 p. 1 PA4 175 �52�, 2. ca C) 7 W / OXyWjWy lV Q jO 11171 5 1 \ N I A 1p \ -- ----- ------------ I----------- } � i 0 101'-14" .03-29-2007 09:00 SOUTHOLD BUILDING DEPT 16317659502 PAGE1 .J ' r CREScheck Software Version 4.0.1 NJ( Compliance Certificate Project Title: Greg and Gail Cypherd Report Date:03/18/07 Data filename:C:\Documents and Settings\Susan Young\My Documents\1 Client Folders\Cypherd.Greg Gail\Cyphert Res Check.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 20% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Box 28 Greg and Gail Cypherd Susan Young Fishers Island,NY 06390 215 West 88th Street Apt.6H New York,NY 10024 212 724-7204 suyoung@rcn.com Gross Cavity Cont. Glazing U A Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 620 31.0 0.0 21 Ceiling 2:Cathedral Ceiling(no attic): 266 31.0 0.0 9 South Wall 1:Wood Frame,16"o.c.: 815 21.0 0.0 35 1st Fl.Window 4:Vinyl Frame:Double Pane: 42 0.490 21 1st F.Window 5:Vinyl Frame:Double Pane: 42 0.490 21 2nd Fl.Window 6:Vinyl Frame:Double Pane: 14 0.490 7 2nd Fl.Window 7:Vinyl Frame:Double Pane: 14 0.490 7 2nd Fl.Window 8:Vinyl Frame:Double Pane: 42 0.490 21 Door 1:Glass: 42 0.270 11 East Wall 2:Wood Frame,16"o.c.: 270 21.0 0.0 14 1st Ft.Window 1:Vinyl Frame:Double Pane: 14 0.490 7 2nd Fl.Window 9:Vinyl Frame:Double Pane: 12 0.490 6 West Wall 3:Wood Frame,16"o.c.: 270 21.0 0.0 13 1st Fl.Window 2:Vinyl Frame:Double Pane: 14 0.490 7 1st Fl.Window 3:Wood Frame:Double Pane: 14 0.490 7 2nd Fl.Window 10:Vinyl Frame:Double Pane: 12 0.490 6 Dining Room Wall 4:Wood Frame,16"o.c.: 116 21.0 0.0 6 Window:Vinyl Frame:Double Pane: 14 0.490 7 Dining Room Wall 5:Wood Frame,16"o.c.: 116 21.0 0.0 6 Window:Vinyl Frame:Double Pane: 14 0.490 7 Dining Room Wall 6:Wood Frame,16"o.c.: 207 21.0 0.0 9 3 unit Window:Vinyl Frame:Double Pane: 42 0.490 21 Basement Wall 1:Solid Concrete or Masonry: 907 0.0 9.0 62 Wall height:8.0' Depth below grade:6.0' Insulation depth:8.0' Window 14:Vinyl Frame:Double Pane: 4 0.490 2 Window 15:Vinyl Frame:Double Pane: 4 0.490 2 Window 16:Vinyl Frame:Double Pane: 4 0.490 2 Window 17:Vinyl Frame:Double Pane: 4 0.490 2 Greg and Gail Cypherd Page 1 of 7 Window 18:Vinyl Frame:Double Pane: 4 0.490 2 Window 19:Vinyl Frame:Double Pane: 4 0.490 2 Window 20:Vinyl Frame:Double Pane: 4 0.490 2 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 Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. / Name-Title Signature Date Project Notes: 631 788-7434 Greg and Gail Cypherd Page 2 of 7 REScheck Software Version 4.0.1 Inspection Checklist Date:03/18/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-31.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-31.0 cavity insulation Comments: Above-Grade Walls: ❑ South Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ East Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ West Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Dining Room Wall 4:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Dining Room Wall 5:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Dining Room Wall 6:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/6.0'bg/8.0'insul,R-9.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ 1st FI.Window 4:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 1st F.Window 5:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 2nd FI.Window 6:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑2nd Fl.Window T:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Greg and Gail Cypherd Page 3 of 7 Comments: ❑ 2nd Ff.Window 8:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 1st Ff.Window 1:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 2nd Ff.Window 9:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 1st Ff.Window 2:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 1st Ff.Window 3:Wood Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 2nd FI.Window 10:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 3 unit Window:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 14:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 16:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Greg and Gail Cypherd Page 4 of 7 Comments: ❑ Window IT:Vinyl Frame:Doubie Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 18:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 19:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 20:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.270 Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-4. ❑ Supply ducts in unconditioned spaces are insulated to R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Greg and Gail Cypherd Page 5 of 7 Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers 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. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an onloff heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Greg and Gail Cypherd Page 6 of 7 v Table 9:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature("F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Piping System Types Fluid Temp.Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurelremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Greg and Gail Cypherd Page 7 of 7 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy single family residence b. Intended use and occupancy single family residence 3. Nature of work(check which applicable):New Building Addition x Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $100,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1/2, 1/2 If garage, number of cars 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 62' Rear 62' Depth 23'10" Height 21, Number of Stories 2 Dimensions of same structure with alterations or additions: Front 82, ,Rear s2' Depth 3 9,-7t v Height 211 Number of Stories 38'x 16' 21' high and 18'xl6' 151high 8. Dimensions of entire new constriction:Front Rear Depth Height Number of Stories 2 9. Size of lot:Front 70, Rear 85' Depth 363' 10.Date of Purchase 1996 Name of Former Owner Walsh Park 11.Zone or use district in which premises are situated R-8 0 12.Does proposed constriction violate any zoning law,ordinance or regulation?YES_NOS 13.Will lot be re-graded?YES_NO x Will excess fill be removed from premises?YES_NO x 14.Names of Owner of premisesG.Cypherd Address Box 28 Phone No. 631 788-7433 Name of Architect Susan Young Address215 W.SBSt.NYC Phone NO 212 724-7204 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x *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 x *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. STATE OF NEW YORK) SS: COUNTY OF New Yox)k Susan E. Young 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 ef'ore me this day of C 20 0 Notary Public N Cg atudof Ap ifcant HENRY B.TRATTNER NOTARY PUBLIC,State of New York No.TR-01-4689385 Qualified in Nassau County Certificate Filed in New York Ctounty Commission Expires October 31,20 0 , � o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health v SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 q/ Survey www.northfork.net/Southold/ PERMIT NO. ✓ Check 'Septic Form N.Y.S.D.E.C. QQ Trustees Examined .20 Contact: Susan E. Young, R.A. Approved 20al Mailto:215 West 88th St. Apt.6h Disapproved a/c New York, NY 10024 Phone: 212 724-7204 Expiration.-__-_. ,20 r� r , _..`'-- -- 1 ' I Building Inspector MAR 239- "T r I t PPLICATION FOR BUILDING PERMIT ~� 7, ""- ': Date March 15 120 07 INSTRUCTIONS __. .. .. ._. J;1 a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. r- (Si-ature•of applica e,if a corporation) Sus , E. ng 215 West 88t St. ,pt. 6H, N.Y. , NY 10024 (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 Gregory and Gail Cyoherd/Walsh Park Benevolent Corporation (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. By Owner Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9 Peter's Way Fishers Island House Number Street Hamlet County Tax Map No. 1000 Sections Block 2 Lot 3,11 Subdivision Wash pa,-k .Sheet i of 4 Filed Map No. Lot (Name) FIELD INSPECTION REPORT DATE COMMENTS s 74 7. FOUNDATION(IST) y ------------------------------------ �yf�D� yid 65 rA FOUNDATION (ZND) 40 z r ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE U. FINAL ADDITIONAL COMMENTS O C/ Z _ CC1 � b 1 . y � z x �Z— . tl `d y 6 24' DIA COVER KNOCKOUT INLET AND ULET ❑PENINGS o a 0 o U c a 0 n ` 0 0 a o 0 0 0 a n <4) 8' DIA KNOCKOUTS RIBS INSID %D a o 0 0 o c 0 a a I n 0 a c a c o o n . c o ' I n a e c c o 0 0 0 � + � _ �•• 0 0 0 0 0 o 0 a 0 y 4•� `}�7 ►-IGi-ft'(h.IZIC_ CAST 1,.16.,lL, lu .fAyemu-m _ _ CONCRETE COVER ?0-.Fso_' j)RY WELL CROSS SECTION PLAN / Q NOT TO SCALE LOCKING CASTING �ETE2 S TO GRADE FINISHED GRADE fE HIMNEY 4 x 4 12.6/12.6 GA. WIRE MESH 6 x 6 6/6 GA. WIRE MESH ,� 1 -f4' I VENT--fir,• 3• VEN�� OUTLET 0 . LEVEE N iAFFLE 4. UOUS HOT 4' DUTLETT SEALLINED WITH BAFFLEEDULE #4 i 60• GAS a 1 0�• ��j �� ��� .�' I/.t .1 REFLECT So 4sr•o ltilATe� � I GE ----�•� �� � \�c��� •p�SC�„ r 4." I r 5'-8' j 3 Gj �?,'L ,� on 1, S���• CROSS SECTION 1000 GALLON COMPARTMENT Of IS r w/ SEPTIC TANK ;1 /�� TYIcT tIC_ NOT TO SCALE 0 © _ 9 I am familiar with the standards for approval ...� rs • � �A� and construction of subsurface sewage disposal COy `�"E - ` systems for single family residence and will "Fov.�vp:�sio� ' Jl) abide by the conditions set forth therein and I8,'7 m on the permit to construct. 20*/-5. . � APPLICANT L..IM►T i 19.C,00' S 0=,•�ptvl:SEiT! a=daEf.tL�,V TE51 HOLE DATA ,-H FOR TEST HOLE DATA REFERENCE 15 MADE TO THE FOLLOWING MAP. m -8 1 Loci-� �a� #ice MAJOR SUBDIVISION PLAN, PREPARED FOR WALSH PARK BENEVOLENT CORPORATION, SHEET I OF 4. N TES• N � H tjI. REFERENCE 15 MADE TO THE FOLLOWING MAP: MAJOR SUBDIVISION PLAN, PREPARED FOR, WALSH PARK i O BENEVOLENT CORPORATION, FISHERS ISLAND, NEW YORK, \ ` SCALE: I =100, CHANDLER, PALMER 4 KING, NORWICH, CONNECTICUT, NOVEMBER 5, 1988, ADDITIONS 4 6` REVISIONS: 50JAN89, 81=E589, 25 FEB89, 28APR8q, 14JUNE5q,31JULYbc1 4 25NOVSq 2. ASSESSOR REFERENCE: Liv^►rs ora SECTION 006, BLOCK 2, LOT 5.11 Gc►J��`-rtorJ �/ � µC- (PORTION OF) 5. LOT AREA = 40,865 +/- S.F. 4. OWNER: WALSH PARK BENEVOLENT CORPORATION C/O THOMAS DOHERTY FISHERS ISLAND, NEW YORK Ob3gO (516)1b5-1251 \ 5. BASE FOR LEVELS: NOVO M21 A 6. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" —20— — EXISTING CONTOURS i W / ' 7 7 SURVEY MAP PREPARED FOR err f�rt� `Ti E� 40 20 • 0 40 1" FA% OW03 C9 N[ ION GRAPHIC SCALE IN FEET LOT #C1 --- PETERS AAY REVISIONS FISHERS ISLAND, NEW YORK Certified to: DATE DESCRIPTION Robert Gregory Gypherd 4 bail Ann Gypherd � 8K Ticor Title Gu arantee Company, Fleet Mortgage 41JoJf_ ' 1=��taa-t-�� .�,-t-�oN 1� CHANDLER, PALMER #<SNG Corporation, State of New York Mortgage Agency -7175e- 9'o RLilc_ UriLaTr4 Lced--noun U-- ® Im Architects, Engineers Surveyors New York State Affordable Housing Corporation, Ia-pt�,�itv F1�tJ1SlC�iS %Z� ® A Architects, NOR ngiICK CT s a 03 .PAX-203-886-7BB1 and Walsh Park Benevolent Corporation, in 14JUaE' o7 r►6vJ Fov►1DJl'rto A'A'AED ; accordance with the minimum standards for title surveys of the New York State land title association. DATE JUNE 26, 1996 SC ALEI 1'=40' AUG SHEET 1 OF 1 - OIL TANK FURNACE STAIR UP TO FIRST I 8'-0" STORAGE FLOOR PROTECT UNDER STAIR AREA WITH V GYP. BD. MIN. AS PER SECTION RR 314.8 NYS -RESIDENTIAL CODE L -�--Z , EXISTING GARAGE � '::] L. �• �:.. _ ;r _.. ._ .; :._a ::� I�`: 4 (NO WORK ) a�._•.' '• '� 4'-1 W 5'-8il" 6'-8" 5'-0" 5'-3" = EXISTING ' •'°:-' 'M•.•• .• .�... � '�•� �_ — — �- -- — — — - 1 I I I I I I i I I 1 UNHEATED '•' 1«. RELOCATED DOOR I I I I I I I I I I I STORAGE ^ '-• ' �''�°"���r`.a-• ' ~'-•��r' • '%' � r • / ( � , I I I I I I I I I I CELLAR • ;• ., �.• ,.d' '_ •b• :'a'�'•',''• ., 812 S.F. •�'"' „_; •' y' 'r, . •° 'r 1 / / / II II II I1 II II II' II LOCATE AS REQUIR ;;. EXCEPT AVOID AREAS WITHIN oC.H. 8 -0 � I I I I I I I — II1 III I UNDERPINNING/REPLACEMENT OF GARAGE ' aFOUNDATION MAY( BE REQUIRED. DETERMINE 16'_0" COLUMNS ABOVE (KITCHEN) I 1 1 I I I I I 1 1 I I I I I 1 1 I I 1 1 UNKNOWN CONGEALED CONDITION IN FIELD. -:'d; -?'-e'_= - •. .: .« ' ; 04 ° ' III I 1 I i( I 1 i i i i i 1 2 8" AFTEI7S 1 0.�C. 1 1 4 a i r I�-1�it i " . ..,.'••. :. I� 1 J I p • ° ' III I I I I I I I I I III I I a, 1d• • 1. I ,• .,� .lsa 'I •' A' 14 1'a ,/ '•�•, .I " I. '1 < I• �I•td• 'I • .I ,• I' •I• ♦. I• L' h.,< _.,�—•i`i'', E.W�LJNH ET1Tf W- _.—• ... I :' ,•q: •y ; ,. J: r , d' ••. . , •, 4, r ,• • �' "'�� •41 (' . I I•; �' la, '•I' '.•,1 : •I''y �' : I I'.e r, f'" .�' I �j 1° I.. 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'n jd A 1o" -------------- A: • fAl'TO :A ed,•; + . .rf ':° J.,f I' 3l I* 14I d 14 O B XTR ' 2XV DECKING CC ES CL PAC REQUIRED -0"38' 171 1 1 1 , 1 1 1 17. � 1 1 1 1 ]1 1 1 1 rI: ) 1 1 1 1 — SECOND FLOOR FRAMING 7'-1i" 7' 1f" 7'-11" 7'-1i„ 35' 91" B LEGEND FOUNDATION & FIRST FLOOR FRAMING PLAN NEW FOUNDATION NEW WIII AL L S EXISTING FOUNDATION EXISTING TIII(IIIIIIO R1�IIII11IEIIM—A�11 IiIIIIIiIII i—N" W IIIIIIIII ALLSIIIII1III IIIIIIIiI p C�FEt�B �2�N5 2 ,00=9 EUDG.DEPT. TOWN OF SOUTHOLD PIER FOOTINGS _ ———_—_ REMOVALS BEAM ABOVE �,D �•' NA - ZAS —'—•—• JOISTS / RAFTERS Q CE���RTJ yi C Y P H E R D E S I D E N C E A D D I T 10 N SCALE: 1/4 = 1 FOOT FOUNDATION FRAMING PLANS �C �a ISSUE: FILING DATE: 3/15/07 REVISIONS: AS BUILT BASEMENT S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE. (212) 724-7204, FAX. (212) 724-9779, ON FISHERS ISLAND. TEL. & FAX: (631 ) 788-7434 PARTITIONS SHOWN 2-23-09 F PROPERTY DESCRIPTION STRUCTURAL NOTES LEGEND: PETERS WAY, FISHERS ISLAND, NY 06390 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, WALLS EXISTING TO REMAIN TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND ROOF OF ADJACENT PROPERTY AS CONDITIONS REQUIRE. ` DISTRICT 1000, SECTION 006, BLOCK 2, LOT 3.11 PROPOSED USE: AND OCCUPANCY:"R"ONE FAMILY DWELLING 2. BOTTOM OF FOOTING SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. TYPE OF CONSTRUCTION: CONVENTIONAL LIGHT FRAME CONSTRUCTION TOTAL AREA OF PROPERTY: .94 ACRES =40,955 S.F. 3.THE FOUNDATION AND FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM BEARING CAPACITY EQUAL SECTION OWNER: GREGORY & GAIL ANN CYPHERD BOX 28, FISHERS ISLAND , NY 06390 TO 3000 PSF. EfAI (631) 788-7433 HEET AND WALSH PARK BENEVOLENT CORP. (631) 788-7251 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE OF MINIMUM COMPRESSIVE STRENGTH EQUAL TO 3000 PSI AT AGE 28 DAYS. SCOPE OF WORK 5. PROVIDE POSITIVE DRAINAGE AWAY FROM HOUSE AT FOUNDATION. ABBREVIATIONS: 1. ADDITION 2. HEIGHT: 22 FEET (AVERAGE BETWEEN ROOF PEAK AND EAVES 6. DUE TO THE TOWN OF SOUTHOLD'S LOCATION IN A WIND-BORN DEBRIS REGION ALL GLAZED OPENING SHALL A.F.F. ABOVE FINISHED FLOOR 00 3. NO CHANGE OF USE OR OCCUPANCY. COMPLY WITH GLASS THAT MEETS THE LARGE MISSLE TEST CERTIFICATION OR WITH STRUCTURAL SHUTTERS WITH @ AT 4.SAME NUMBER OF BATHROOMS FOR A TOTAL OF 3. ATTACHED HARDWARE AS REQUIRED. B.O. BOTTOM OF 5. ONE MORE BEDROOM TO BRING THE TOTAL TO 4. BSMNT. BASEMENT 7. ALL EXPOSED WOOD IS TO BE PRESSURE TREATED OR ROT RESISTANT SUCH AS CEDAR OR REDWOOD. C.H. CEILING HEIGHT GENERAL ZONING NOTES R_8o cl CENTER LINE 8. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED.SHALL BE SURFACED DRY EXCEPT STUDS (WHICH CMU CONCRETE MASONRY UNIT 1. THE LOT LIES WITHIN THE LOW DENSITY RESIDENTIAL R-80 DISTRICT WHICH IS DESCRIBED UNDER ARTICLE III OF ZONING SHALL BE KILN DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: C.T. CERAMIC TILE ^, CHAPTER 280 FROM THE CODE OF THE TOWN OF SOUTHOLD. DET DETAIL RAFTERS AND JOISTS: DOUGLAS FIR LARCH #2 EL ELEVATION 2.THIS .94 ACRE S.F. LOT IS NONCONFORMING AND THEREFORE IS SUBJECT TO SECTION 280-124 OF THE ZONING CODE OF BEAMS GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 I' E.T.R. EXISTING TO REMAIN \ THE TOWN OF SOUTHOLD. STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE EQ. EQUAL POSTS: DOUGLAS FIR-LARCH #1 F.F. FINISHED FLOOR 3.THE USE OF THE PROPERTY FOR A SINGLE FAMILY RESIDENCE IS IN COMPLIANCE WITH THE ZONING CODE OF THE TOWN OF F.A.I. FRESH AIR INLET 1 SOUTHOLD. 9. UNLESS OTHERWISE NOTED PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS: F.P.S.C. FIRE PROOF SELF CLOSING (' SQUARE FOOTAGE OF LOT EXCLUDING I INTERIOR WALLS:2 2X10 LAV. LAVATORY CONSERVATION + SETBACKS EXTERIOR OR BEARING WALLS:32X10 MIN MINIMUM s j EASEMENT: 18,720+/•S.F. i NOM. NOMINAL SIZE OF LUMBER 00 1. UNDER SECTION 280-28 OF TH ONING CODE OF THE TOWN OF SOUTHOLD, FOR AFFORDABLE HOUSEING REQUIRED 10. RAFTERS &JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. INSTALL ADDITIONAL STUDS WHERE REQUIRED. O.C. ON CENTER a, SETBACKS ARE AS FOLLOWS:/ I ° INSTALL SIMPSON HURRICANE CLIPS SUCH AS H4 OR H2.5 TO JOIN RAFTERS TO TOP PLATE AT EVERY FOURTH RAFTER. PERP. PERPENDICULAR I FRONT YARD: 35 FEET �A 0 ± PLUS OR MINUS It . s o SIDE YARD: 15 FEET 11. BUILT-UP BEAMS SHALL BE GLUED AND SPIKED TOGETHER WITH 2 16D NAILS 16"O.C. RAID. RADIUS �I BOTH SIDE YARD$: 25 FEET RELOC. RELOCATED 480 F ISTING I REAR YARD: 35FEET. 12.STAGGER ALL SPLICES A MINIMUM OF 32". R.O. ROUGH OPENING F S.F. SQUARE FEET 2.. PROPOSED SETBACKS: IN COMPLIANCE 13. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE SPANS INTENDED FOR USE ON THE S.H. SILL HEIGHT TI GRADE STAMP. ALL PLYWOOD SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE THE FOLLOWING THICKNESS: STL STEEL A n FLOORS:5/8" T.O. TOP OF ! LOT COVERAGE COMPLIANCE ROOFS 1/2 V.I.F. VERIFY IN FIELD 1. PROPOSED CONSTRUCTION IS IN COMPLIANCE WITH THE LOT COVERAGE REQUIREMENTS OF SECTION 280-28 OF THE WALLS 1/2" W WITH I LIMITS OF CON 6ERVATION�a� M NT ----- - ZONING CODE OF THE TOWN OF SOUTHOLD WHICH STATES THAT THE ALLOWABLE LOT COVERAGE IS LESS THAN 20 PERCENT. j 14. ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE STANDARDS SPECIFIED IN 1.2.2.1 THROUGH 1.2.2.7 I 2. CALCULATIONS: OF THE WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION FOR ONE-AND TWO-FAMILY I DWELLINGS.SCHEDULES ARE PROVIDED HEREWITH IN THE SPECIFICATION SHEET ACCOMPANYING THE • SIZE OF LOT: ACRES OR 40,955 S.F. (43,560 S.F. X.94 = 40,955 S.F.) LIST O F DRAWINGS. j I ARCHITECTURAL DRAWINGS. I ALLOWABLE LOT COVERAGE: 20% OR 8,191 S.F. (40,955 S.F. X.2 = 8,191 S.F.) A-1 COVER SHEET SECTION 006, BLOCK 2, LOT 3.11 j 15. ALL FRAMING SHALL CONFORM TO THE STANDARDS SPECIFIED IN THE WOOD FRAME CONSTRUCTION MANUAL A-2 FOUNDATION & FRAMING PLANS .94 ACRES EXISTING LOT COVERAGE: 1480 S.F. 1995 SBC HIGH WIND EDITION FOR ONE-AND TWO-FAMILY DWELLINGS. FIGURES ARE PROVIDED HEREWITH IN THE A-3 FIRST FLOOR PLAN I SPECIFICATION SHEET ACCOMPANYING THE ARCHITECTURAL DRAWINGS. A-4 SECOND FLOOR PLAN I ADDITIONAL LOT COVERAGE: 1211 S.F. A-5 NORTH & EAST EXTERIOR ELEVATIONS 16.STRUCTURAL DESIGN LOADS: A-6 SOUTH &WEST EXTERIOR ELEVATIONS TOTAL PROPOSED LOT COVERAGE: 2691 S.F. 6.5% AS PER THE CODE OF NEW YORK STATE RR301.2.1., CONSTRUCTION IN THIS HIGH WIND REGION (ABOVE 110 A-7 SECTION A I MPH) SHALL BE AS PER THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS, A-8 SECTION B TOTAL PROPOSED LOT COVERAGE OF THE 18,720 S.F. PORTION OF THE LOT: 14.4% 1995 HIGH WIND EDITION. 3r . A-9 PLUMBING RISER DIAGRAM, NAILING SCHEDULE,TIE SCHEDULE ' PRESCRIPTIVE DESIGN CRITERIA SHALL BE USED BASED ON THE UPDATED"WOOD FRAM CONSTRUCTION CONSTRUCTION DOCUMENTS ALSO INCLUDE: i SEWAGE DISPOSAL SYSTEM MANUEL FOR ONE-AND TWO-FAMILY DWELLINGS 2001 EDITION." RESCHECK N I PLANS BY CHANDLER, PALMER KING APPROVED BY THE SUFFOLK COUNTY HEALTH DEPARTMENT ARE ON FILE AT THE ONTRACOR TO PROVIDE PRE-CUT STRUCTURAL PANELS FOR WINDBORNE DEBRIS PROTECTION. PANELS TO BE N SOUTHOLD DEPARTMENT OF BUILDINGS 1996 )1/2"THICK CDX PLYWOOD OR BETTER. FASTEN WITH Y2" #8 WOOD SCREWS OR LONGER AT 16"O.C. FASTEN TO I DOOR AND WINDOW FRAMES IN THE EVENT OF GALE OR HURRICANE FORCE WINDS. GENERAL NOTES OCCUF"A ",/ C WIND LOAD: I 1. BEFORE STARTING WORK, THE CONTRACTOR SHALL OBTAIN AND POST ALL REQUIRED PERMITS AND SHALL VERIFY EXISTING FASTEST MILE WIND SPEED MPH ASSUMED AT 120. EXPOSURE CATEGORY B. C i (MPH) FUSE IS- J� �l ; v►=, :M s i m 70 DIMENSIONS AND CONDITIONS AT THE BUILDING AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. SEISMIC LOAD: ITHOUT CE R�� i C'(vn I E CCA 2. ALL WORK SHALL CONFORM TO APPROVED PLANS, ALL APPLICABLE BUILDING CODES RULES AND REGULATIONS. AS PER THE CODE OF NEW YORK STATE FIGURE RR 301.2 (2) THE SUBJECT PROPERTY LIES IN SEISMIC DESIGN OF OGCU?ANCY CATEGORY B. UNDER RR 301.1.1 SEISMIC PROVISIONS OF THE CODE SHALL NOT APPLY. j o > I SEISMIC USE GROUP: 1 CERTIFICATION OF 3. ALL WORK IS TO BE IN CONFORMANCE WITH THE INTERNATIONAL RESIDENTIAL CODE,AND ANY OTHER APPLICABLE CODES. NAILING & C; ­"NNECTIONS _ __ IF ANY WORK DESCRIBED IN THE CONTRACT DOCUMENTS IS FOUND TO VIOLATE APPLICABLE CODES THE ARCHITECT SHALL BE WIND SUBJECT TO DAMAGE FROM REQUIRED. NOTIFIED IMMEDIATELY BEFORE STARTING WORK. GROUND i <<{ SPEED a SEISMIC WINTER ICE SHIELD f'►r + SNOW DESIGN Frostiine FLOOD LOAD (M.P.H.) Weathering a depth b TERMITE c DECAY d DESIGN UNDERLAYMENT HAZARDS h DATE: A J` 4.THE CONTRACTOR SHALL MAKE CONTINUOUS OBSERVATIONS OF THE STRUCTURE DURING THE PERFORMANCE OF THE CATEGORY g TEMP f REQUIRED WORK. SHOULD THE CONTRACTOR BECOME AWARE OF ANY SITUATIONS THAT REQUIRE FURTHER INVESTIGATION OR STUDY FEE: 1�',� (SUCH AS CRACKS IN MASONRY,STRUCTURAL DEFECTS IN THE BUILDING OR FOUNDATION, ADDITIONAL DEFLECTIONS, ETC.) 45 120 M.P.H. B SEVERE 36" M-H $-M 11 YES B �+l' NOTIFY BUIL )' ALL CONSTmI 1�T( 71 ,}f A L .. 7s5-1sa2 s r.�.. HE OR SHE SHALL NOTIFY THE ARCHITECT. VEST THE '' THE FOLLayvlr,'c, ;.,, For SI: 1 pound per square foot=0.0479 kN/m.02, 85'-0" 5. ALL STAIRS SHALL BE AS PER AS THE INTERNATIONAL RESIDENTIAL CODE SECTION RR 314. 1 mile per hour= 1.609 km/h. CODES OF I�� , r v,,:� I aTE. 1. FOUND,;,;�;i, FOR POl;=,;. 2. R0�aH F' c r .'•t. ..a. Weathering may require a higher strength concrete or grade of masony than necessary to satisfy the structural �� j 6. ALL EXITS SHALL BE AS PER INTERNATIONAL RESIDENTIAL CODE SECTION RR 311. PLUMBER CENT. (CATION 3• INS'..,!._ requirements of this code.The weathering column shall be filled in with the weathering index (i.e.,"negligible," , - �c_ qE "moderate"or"severe") for concrete as determined from the Weathering Probability Map [Figure RR301.2(3)].The grade ON LEAD COIVTEf. ; F ✓�r 4. 7. INSTALLATION OF ALL BUILDING MATERIALS SHALL BE AS PER MANUFACTURER'S INSTRUCTIONS. of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 216 or C 652. CERTIFICATE OF 0�:;; /�PvCY BE r SOLDER Ul"l; 1"0 VtATER �;c` `,i1_ �T TI,E 4 8 16 32 8. CONSULT OWNER BEFORE DISCARDING OWNER'S FIXTURES HARDWARE OR FITTINGS. b.The frost line depth may require deeper footings than indicated in Figure RR403.1 1 . The jurisdiction shall fill in the r, �_; , ,, r p Y q p 9 g ( ) SUPPLY Sl S I; .' A.dNOT SITE PLAN: SCALE 1"= 32 FEET frost line depth column with the minimum depth of footing below finish grade. - FOR EXCEED 2,/10 G� � CLAD. DC;�i� � �R c;�_:::�, - ,� � yF�r"�Of;s. GRAPHIC SCALE IN FEET 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE AND FOR KEEPING OUT c.The jurisdiction shall fill in this part of the table with "very heavy,""moderate to heavy,""slight to moderate,"or"none to UNAUTHORIZED PERSONS. slight"in accordance with Figure RR301.2(6) depending on whether there has been a history of local damage. DO NOT PROCEED WITH d.The g FRAMING UNTIL SURVEY jurisdiction shall fill in this art of the table with "moderate to severe, "slight to moderate,"or"none to slight"in PLUMBING OF FOUNDATION LOCATION 10. DRAWINGS AND NOTES CONTAINED IN THIS SET ARE AN INSTRUMENT OF SERVICE AND AS SUCH REMAIN THE PROPERTY OF p g APPROVED. THE ARCHITECT. THEY MAY NOT BE COPIED, EXCERPTED OR REUSED BY OTHERS OR USED FOR ANY OTHER PURPOSE THAN FOR accordance with Figure RR301.2(7) depending on whether there has been a history of local damage. ALL PLUMBING WASTE HAS BEEN WHICH INTENDED OR ISSUED WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. &WATER LINES NEEDe.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map [Figure TESTING BEFORE COVERING RR301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordance with §RR301.2.1.4. RETAIN STORM WATER f. Refer to Table RN1101.2, "Winter Design Dry-bulb Temperature"column. PURSUANT TO SECTIC OF THE TOWN CODS. g. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from§RR301.2.2.I I. UP1DEr{Vyr r. - v,,,TE h.The jurisdiction shall fill in this part of the table with (a) the date of the jurisdiction's entry into the National Food REQUIRED Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the �%FD A �} dates) of the currently effective FIRM and FBFM, or other flood hazard map adopted by the community, as may be ,g / J amended. I. See Figure RR301.2(5) for ground snow loads. f (' ` VIA 6 CYPHERD RESIDENCE ADDITION IN W A L S H PARK COVER SHEET ISSUE: FILING DATE: 3-15-07 SCALE: AS NOTED � I� DESIGN E D BY: S U S A N E. YOUNG, ARCH - I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (21 2) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 REVISIONS: 1 1 i 5ti:',fir— / 1 • fC� 1 �J, • 1 / 1 �.,•`is •',/ / 1 �r•,Y�' 1 �1•'''M' / r' r---' EXISTING GARAGE . ° — -� 1 I I I I I I I I I I I 0 WOR'K _ I I I I I I I I I I I 4,,! ° ° ° 5'-3" 5'-3" 3'-11" 6'-8" 6'-8" 5'-0" 5'-3" -' — 73=6d" '` -'�d - - - d - RELOCATED — \ I I I I I I I I I I I d ' ,/r BILCO DOOR / 1 EXISTING CELLAR -`=-.r -° ° -'' °°'� /}y(y l000l Qa: �d. 'e. .a �.. - °r—°',"a T � —• _: — ° d r' � / III I 1 1� •t 1 1 1 1 1 UNDERPII�VNING/REPLACEMENT OF GARAGE e a, a.e �; ° "�° 4 °° \ I I I I I I I I I I FOUNDATION) MAY BE REQUIRED. DETERMINE °'a a' ° q / I I A8 F}AFTEkS 1 o b.UNKNOWN (CONCEALED CONDITION IN FIELD. e °°. d _._._�_�_.—,J I I I 4,4 III I I I I I I I I I I 1 1 I ' 1:I'e. . iI °, iIl s aliI.a•' daI�l a O •l °y i ° ;j ° a, pPiI a: ....a9e l'a..a.a 1l.'° • I1I° °Il1 p°° �iIe .d1.1d j1 °. <;I eI,I °.e Ii° e° LI. . ed --° °° n— —'— - -N i a a e d e• d d e , : d � .° °1 ` 14 ° .. I LLAR UNDER ;.DtNIN� R00 , ; " d . _a Z— I I I I I III II II I1 II I1 II II II II II A ioo, ]y'{�,��yJy•tt��->t.:IIIIIII_'°C°' __�.°'<���IIIIIIdII°a C..°.. qI I11ILL.lIlg'IIIIIIi II,,d..e°,'—,Naar—a aIeJr.IaIlf•I.I',IIIIII I;,°."a'n,...°d°rt�(.'O.aII1lLi.lI IIIIII I°.<.,.'°°aQ.°.1°e,;•d-))'II1IIlIII1 IIIIIII�a°..e',e.dq°.QF�'.°I11I�1I11II III;Ii°°°°°,a',a.a°.v�1IlIII.IIII IIII I;dl;°.,�,.—.°da.°.a.�.a?I1III IIIIIIli�°n8.°'e..°.°a<3 a.11lIlr IIIIIIl°1,.°I°°sd 9IlI1bl!1II1 iIIIIIl.°° a, 1°1IIl1I1III lIl�a' .e°a.a;°�.Il1IIISIII lIl�4 e.e:.e_°lj1IIIlIIIIIi lII'e'°°-a. A-I1IL11IIlrlII °'°°a-.d;IIIlII1Il II�lI., .°,aa°-,.4,,a�IIIL�I1IlIIIl°.°°:aa,:P°..DhI7IIIlIIIIl;lII a..l, '�•°a'.e�II11 lIIIIIl..°.e°..q°..1i1..(Il IIIIl,lI°�°.eb°°..°,e II1!ItIIIIli lI—a'..g .Ib a 9lIIIII iIIIIIli e,:.°°ada..-.•.-'.'�lIIII l IIIIIlIr'°°-:.''a ad°�'IIbll II Il III-a..-..,..°. .). . a3 —./Y))�—Y (— I I° e d I ° I°a la` ea a dla a d , ° 1IIIII1((I1 I(11I(IIIII II11I1II1I 11III1IIII1 IIII11IIIII IIIIIIIIIIII I1IIIII1II1I II1III((I111 —II1111II1111111II111I1I 111I1II11�IIII(II1I1I1•NE WIIIIIIIII11I W AL11I1I IIIIIII ABgII111II11I V E IIIIIIII.II1 1 3i " IIIIIIII11I1. " -e8 IIIIIIIIIIII II11IIIIIIIII IIII11II(1III 1III1IIIII.III 1I1III1II.I1II II1IIIIIII NEW IIIII11iI111I WALLII1II1IIIIIII ABO1 YILLIIIIIIII1II E'—1�II11IIIII1I1 11p" 1I1II�1II(I1 1I1III11II '� 1II e ° 1° al ' °O 11 ° I - ?_�—e_OZ— e _._-F. I W I 1 ° Jd .. I . 1 l I A d ° d a d e ° I d d ° 4 4 ° ° °a ° I o4^ I I L ° I° I ee •,a d d . ' °. .4 IA '° a I I Ia ° I 1O Id l 4 dd e a d ° ° � °d 1 CKING 0 8' O.C. OPTIONAL8 O:C 2 CRQSS RACI G 0 SOLIDZC CRQSS ' �A I° < r—�"14 0Jo a d 14—4} to A ° °A e el a ° J . 1 I �X1D • JOIS e<I i ° I I ' i ° is 16M O.C.a I° dI:q, .CELA �ER IVIG M BEDqpOM° R WALLS ISEP1RATING III IIII b0UBLE J6ISTSI UNDE dT dI lD UN le. el I ° e I ° °,I 1° d { I . .I '<°1 '1 a as qeI O ° °1 ° A-7 d ad' °I' I° A-7a e.. ry —1I�" f a q 13' r . 1 • al °d I : . .Ia ## ° .I d .l 1 le° I l °•d 4, 14 % °I e ° 1° dJ ° ° d d° r, d a 0 AIXIR � QKING CCEST CIW �PAC REUIRE 38r-0" I I � I I I - `° -1 I I I I F. al 1 1 1 F I -rrt- ia art . -i- .a; SECOND FLOOR FRAMING 7'-1i" 7'-1i 7' 1i 7'-1C 7'-1C 35' 91" LEGEND III11II III III III III II1 I(I III I1I III 1II 1I- NEW FOUNDATION NEW WALL S FOUNDATION FIRST FLOOR FRAMING PLAN EXISTING FOUNDATION EXISTING TO REMAIN WALL PIER FOOTINGS -__———- REMOVALS BEAM ABOVE —•—•—• JOISTS RAFTERS S t,c _A b. 1� SCALE: 1/41 FOOT Y P H E R D R E S I D E N C E A D D I T ION FOUNDATION & FRAMING PLANS ISSUE: FILING DATE: 3/15/07 REVISIONS:S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLANID: TEL. & FAX: (631 ) 788-7434 EXISTING ELECTRICAL SERVICE (2" DIA. TWO 3/a" COPPER SUPPLY & RETURN LINES FOR CONDUIT FROM BASEMENT TO SECOND FLOOR) 38' V F2ND FLOOR HEAT. _ 00 M STAIR UP CL. EXIST. 1 ST FLOOR BATH O FOYEfR STUDY ► EXISTING FIREPLACE � I CC L. I fr MUD ROOM STAIR ----- M „ DOWN UPPER CABINE_T_S ABOV _ 14 -21� _ 6 H ------ COUNTERTOP & LOWER CABINETS UNDER PATCH & MATCH d FLOORING TO CONFORMI TO NEW PARTITIONS 8 -201 , ; 1 T „ 6'-91" LOCKERS ITK CHEN- COOKTOP I O REF. ,-6„ �� "'i W/HOOD ABOVE I 00 OUN ER 3' HIGH = I f 1 = _ N 5'-11" 10'-7" _ 4'-0" ; DINING ROOM i t PANTRY _� KITCHE - - WALL co ao r -------------------------- ------- I COUNTER aO I D.W. I OVENS ---- -�--.................................... BEARING SHELVING COLUMMI 36 HIGH I 1 11 AINEW EXISTING GARAGE 15 -01" �` 9' I BE uMN NO WORK I BEARING BEARING TRIPLE 2X12 = p`� BEARING WALL WALL BUILT UP BEAM ���\ COUNTER 42" . WALL -------- ------------------------------ ------------------- --------------------------------------------------------------- ----------------- �} ___________________________________________________------ _______ _ ___ 11 _ ---------- I - ---------t ------------------------------------ ------------------------------------------------ - ---------------------- - ll' NON ELECTRICAL LEGEND NOTE: I '�' COMBUSTIBLE OUTDOOR SHOWER & CHANGING i STONE FLOOR WINDOW/DOOR CASING, BASE TRI -�- RECESSED INCANDESCENT CROWN MOULING, DOORS-TO MATH TYPE X GYP BD. WALLS IN WOOD EXISTING. ;� I STOVE AREA RECESSED DIRECTIONAL INCANDESCENT FIXTURE 4I WALL MOUNTED / AA7 o LIVING RZOOM OOD INCANDESCENT oo 0 STOVE I { - SURFACE MOUNTED INCANDESCENT SURFACE MOUNTED o O FLUORESCENT ® RECESSED EXHAUST FAN SPA VENITED TO THE EXTERIOR "CASiABLANCA" TYPE CEILLING FAN ' V DUPLEX OUTLET NEW WALLS CEILLING MOUNTED P EX OUTLET DU 220)V OUTLET ' `�/ FLUISH FLOOR MOUNTED .. / OU1rLET (VERIFY LOC.) --- --- I--� EXISTING TO REMAIN WALLS TELIEPHONE OUTLET d DAT7A OUTLET t Ul TELIEVISION OUTLET - - - --- -- REMOVALS SPEAKER LOCATION SD 110 VOLT SMOKE DETECTOR B A-B © CARBON MONOXIDE DETECTOR FIRST FLOOR PLAN ` , ?'; r _5.A F Will -C Y P H E R D R E S I D E N C E A D D I T ION SCALE: l /411 = 1 FOOT FIRST FLOOR PLAN ISSUE: FILING DATE: 3/15/07 REVISIONS: ". S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: VEL. & FAX: (631 ) 788-7434 0 OMASTER BATH MASTER BEDROOM r I r 16'-0$" 00 CLO CLO SD TUB CLO wer STAIR DOWN / \ 71 n E o RELOCATED II \ \ o ROOMY TO SD RELOCATED CABINETE ROOF BELOW ' . _/ BATH WITH LIGHT it STAIR IP \ USE EXISTING / �.Ii VENT./EX T,END S THROUGHNtW ROOF aCLO 0 \ \ ROOF BELOW Fi. CLO i II `i C Ja CLO N/ io REUSE II '� CLOSET BEDROOM BE OOM i BEDROOM DOOR FROM NOAH'S ROOM ELECTRICAL LEGEND - U') -� r -E- RE:CESSED INCANDESCENT RE:CESSED DIRECTIONAL N II A-B INCCANDESCENT FIXTURE r A o II o WALL MOUNTED A-7 INCCANDESCENT 00 II 00 - SURFACE MOUNTED INCANDESCENT 11'-8i" 12'18i" I� SURFACE MOUNTED FLUORESCENT ® RECESSED EXHAUST FAN f VENTED TO THE EXTERIOR 70-21" + -lit-gill 11'-91" 7'-21" "CA1SABLANCA" TYPE 38' 0" CEILING FAN DUJPLEX OUTLET B CEILING MOUNTED NEW WALLS DUJPLEX OUTLET cE 220V OUTLET FLUSH FLOOR MOUNTED I---� EXISTING TO REMAIN WALLS OUTLET (VERIFY LOC.) TE:LEPHONE OUTLET 4 DATA OUTLET Efl TE:LEVISION OUTLET -—- REMOVALS SPEAKER LOCATION SD 1110 VOLT SMOKE DETECTOR © CARBON MONOXIDE DETECTOR SECOND FLOOR PLAN ED ARC` AS o.fz 'A C Y P H E R D In" E S I D E N C E A D D I T ION SCALE: 1/4�� = 1 FOOT SECOND FLOOR P LA N : . ISSUE: FILING DATE: 3/15/07 REVISIONS: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 /II \ r � 1 i 1 DINING ROOM ADDITION / \I I\ \ YH* I I I I I I I ILFY11111 1 l / `r° EXISTING I II ` \ _ 3046 -.\ 3046 3046 NDERSE 1 \ \ gn E.T.R. r ... ..... . .. .... 1 w n A c q q w A q a !a ci ' A � ■ A tq � P q � G� P - - Z Q NORTH ELEVATION NOTE: AS PER R.R.1001.6 TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION 0 F A BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE RROOF. 10 -E Avyl,41103 WINDOW IN T EXISTING TO REMAIN A� �M S C R MATCH EXISTING OVERHANG, VENTING SOFFIT 7 Wi THROUGHOUT NEW ADDITION (TYPICAL) RELOC. MATCH EXISTING 6" CORNER BOARD _ - THROUGHOUT NEW ADDITION (TYPICAL) - --- 4NSUL-AT TFiR _ 6" CORNER BOARD 9'-O" ° 3046 3046 3046 I I " i BASEMENT UTILITY WINDOW 2813 EAST ELEVATION V° ARny�� 0 CC F 0� tiN C Y P H E R D R E S I D E N C E A D D I T ION SCALE: 1/4" = 1 FOOT NORTH & EAST ELEVATIONS ISSUE: FILING DATE: 3/15/07 REVISIONS: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 29'-0" BEDROOM FAMILY ROOM ADDITION R .0_A �\ 0 B HUNG1 WINOOW r AWNING I{�E SIZE•1 D 0j RELOC. o0 ------------ I ' 00 E.T.R. RELOC. RELOC. 911_o" -XISTIN0-304&-1ST—FLOOR ---DtNtNG--ROOM—WtNt70 i on C. _ L_R _Z� UZI- r A q p A a p I G� Rq P a '� 1�•• q � q WEST ELEVATION EXISTING TO REMAIN ROOFING & SIDING TO MATCH EXISTING (215# SELF SEAL FIBERGLASS ASPHALT SHINGLES OVER 15# BUILDERS FELT i/I1 21 TI�S To POOFk EXISTING TO REMAIN _ I I 3046 L_o3 46 11 3046 � I \ � \ 1 �� III �\ I �\ � � � ---------------- _____--------------------------__--__—_--- ��" _ ----_____$�»--__ ----��—� — --$L-pan — it 608SLIDER _ E.T.R. _�—�_—= 3046 3046 3046 3046 3046 3046 RELOC. RELOC. OPTIONAL 15X55" LOUVRE H TTERS / i ET.T.R. i I1� EXISTING 3046 2ND FLOOR WIN W & y FRAMES RELOCATED _c qq P � q A p 14'-61„ 38'--0" D AR SOUTH ELEVATION �5 \JAB�l Qq o C Y P H E R D R E S I D E N C E A D D I T ION SCALE: 1/4" = 1 FOOT SOUTH & WEST ELEVATIONSPIN ISSUE: FILING DATE: 03/15/07 REVISIONS: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND:. TEL. & FAX: (631 ) 788-7434 TOP OF RIDGE MANUFACTURED SCISSORS TRUSS (ACTUAL CONFIGURATION OF STRUCTURAL MEMBERS DESIGNED BY FACTORY. ENGINEER STAMP REQUIRED.) Mir GYP. BD. CEILING SECOND FLOOR TOP PLATE TRIPLE 2X12" HEADER 38'-0" F J F.. J(� ZO LL N BLOCKED 2X8" COLIAR TIES AFFIXED TO ROOF RAFrER. TRIM D WITH CWNER CHO E OF WOOD. 11'-8i" 54' 12'-84" 51" 1 V-81" SUB FLOOR SECOND FLOOR (3) 2X10" BUILT UP BEAM SPIKED 32" O.C. TRIPLE 2X12" HEADER TRIPLE 2X12" HEADER TRIPLE 2X12" HEADER r, x cn wi FIN FL. FIRST FLOOR GRADE i 3 U l O 00 00 iIt f 10" BASEMENT FIN. FL. �A LOOKING SOUTH SECTION A (FRAMING SHOWN WITHOUT FINISHES) C Y P H E R D R E S I D E N C E A D D I T ION SCALE: 1 /2" = 1 FOOT SECTION A ISSUE: FILING DATE: 3/15/07 REVISIONS: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 MANUFACITURED SCISSORS TRUSSES %12 PITCHI 45 LB. PSF SNOW LOAD AREA 38' SPAN WITH 1' OVERHANF EACH SIDE. FOLLOW WANUFACTURER'S INSTRUCTIONS AS TO: 1. SPACIMIG 2. SEAT 'TO RECEIVE TRUSSES 3. LATERAL BRACING (NOTE HIGH WIND AREA 120 MPH 3 SEC GUST). 4. PLACEIMENT OF INSULATION 5. ATTCHIMENT OF GYP BOARD CEILING. VERIFY, WIDTH OF HOUSE, HEIGHT OF THE EXISTING ROOF PEAK FOR FIT OF TRUSS AND FINAL HEIGHT OW TOP PLATES TO RECEIVE TRUSS. rn I 2 rn TRIPLE 2X12" BUILT UP BEA IF x O O I I � Zoo r �ctED A �5���\LA6 J � " C� (P ��.., LOOKING EAST SECTION B C Y P H E R D R E S I D E N C E A D D I T 10 N SCALE: 1/2" = 1 FOOT SECTION B =.,. ISSUE: FILING DATE: 3/15/07 REVISIONS: m S U S A N E. Y 0 U N G.. A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: 212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 • FLOOR FRAMING ER D Nailing Schedule: Joist to Sill, Top Plate 4-8d 4-10d per joist Fl�UCf.* 2.�C T For connections not made by other moans such as Simpson Ties r Girder Typical Wind Uplift Connections' (Toe-nailed) Bridging to Joist 2-8d 2-10d each end w Prescriptive design based on "Wood Frame Construction Manuel for One-and Two- (Toe-nailed) Family Dwellings 2001 Edition" Table 3. 1. Blocking to Joist 2-8d 2-10d each end Joinit Description Number of common Number of Box Nail Spacing (Toe-nailed) CROSS SECTION ��� �i�� Nails bails Blocking to Sill or Top 3-16d 4-16d each block ROOF FRAMING Plate Rafter too Tap Plate 3-6d 3-10d per rafter (Toe-nailed) (Toe-nailed) (Table 3. 4A) (Table 3. 4A) Ledger Strip to Beam 3-16d 4-16d each joist Et11G� CeilingJoist to To 3-8d 3-10d per joist r�o�sT � p (Face-nailed) - R7 Plate (Table 3. 4A) (Table 3. 4A) Joist on Ledger to Beam 3-8d 3-16d per joist --- -;F. SIMPSON MTS 12 EA. (Toe-nailed) (Toe-nailed) - RAFTER Ceiling Joist to Parallel 3/12 slope: 15- 3/12 slope: 15- each lap Band Joist to Joist 3-16d 4-14d per joist Rafter 16d 40d (End-nailed) (Face-naliled) 4/12 slope: 11- 4/12 slope: 11- Sand Joist to Sill or To 2 16d 3-16d per foot �.1 16d 40d p Plate 7-12/12 slope: 7-12/12 slope: 4-16d 4-40d (Toe-nailed) ROOF SHEATHING (Table 3. 9A) (Table 3. 9A) m -� pi C Structural Panels Bd 10d 6"' spacing Ceiling Joist Laps Over 4-16d each lap -- _ Partitia)ns (Table 3. 9A) (Table 3. 9A) As per Table As per Table ediges, R 3. 10 3. 10 pe,rimete r lo5okout black,, (Face-naailed) OR y ., �. SIMPSON MSTA 36 4 O.C. AT EA. SIDE Collar Vie to Rafter 3/ 12 slope: 3 ea. 3/12 slape: 3 ea. per tie Flv Face-nailed) assuming 12`" end end maker end 1Qt5T HEADERS & AT CORNERS _ strap 1. 5" pride 4/ 12 slope: 2 ea. 4/12 slope: 2 ea. waall. - (o end and 12?" spacing @ 7-12/ 12 slope:2 7-12/12 slope: 2 paanel interior ea. end ea.end CEILING SHEATHING _ (Table 3. 6A) (Table 3. 6A) Gypsum Wallboard 5d coolers 5d coolers '7" edge/10" Blackings to Rafter 2-8d 2-10d each end field Q (Toe-naiLled) WALL SHEATHING , _ — Rim Board to Rafter 2-16d 3-16d each end Structural Panels Bd 10d 6' spacing � (Toe-naiLled) g e`d es : SIMPSON LSTA 18 4' O.C. AT EA. SIDE WALL FRAMIbTG 12" spacing m HEADERS & AT CORNERS Top Platje to Top Plate 2-16d (1) 2-16d (1) per foot imterior .. (Face-nailed) Gypsum Wallboard 5d coolers 5d coolers '7" edge/10" FLOOR Top Platte at 4-16d 5-16d joists - ea. field JOIST Intersections side FLOOR SHEATHING (Face-nailed) Structural Panels 1" or 8d 10d 6`' edge/12" Stud to Stud (Face-nailed) 2-16d 2-16d 24" o. c. less 10d 16d fiieId Header to Header 16d 16d 16" o . c. @ Structural Panels greater 6"'"" edgel6"' (Face-nailed) edges than I" fiield Top or Bottom Plate to For walls C For walls 8- per stud Stud (End-nailed) 16' high 2-16d 16' high: 2-40d 1. Nailing requirements are based an wall sheathing nailed 6 inchfesan-center Bottom Plate to Floor 2-16d (1) , (2) 2-16d (1) , (2) per foot at the panel edge. If wall sheathing is nailed 3" on-center at the panel joist, Bandjoist, edge to obtain higher sheer capacities, nailing requirements fcor'structural Endjoist or Blacking members shall be doubled, or alternate connectors, such as sheaarplates, (Face-nailed) shall be used to maintain the load path. 2 . when wall sheathing is continuous over connected members, the ttabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. 3 . Corrosion resistant 11 gage roofing nails and 16 gage staples ,are permitted, check IBC for additional requirements. l�t?E•R IGAs3 u�'9COCfi�JIr,iL I I I VENT I VENT ROOF I I ,I, I I I I I I I I I I I I I I I I I I I I I I I I I 8 I I I I I I I I I I I ► I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I CLOTHES I I ( Loi WASHER I SHOWER �� I SECOND FLOOR i I I I C,LEANOUT CLEANcOUT J r--------- ------------i------�� I ------------------------------------ ---- t i I I g I I I I I I I i I i I I I I I I I 0 I I i I I I I ( SINK I I o I I if l � I DISH EXTERIOR F.A.I. WASHER FIRST FLOOR L_�JlI I I � \ I GARBAGE DISPOSAL CLEANOUT I I I I I I I I I I I I CELLAR ,. kSD ARC, C� ti1,�ZA8ET PLUMBING RISER DIAGRAM (EXISTING TO REMAIN, , t V CYPHERD RESIDENCE ON FISHERS ISLAND SCALE: NOTITOSCALE NAILING SCHEDULE, TIES AND DATE: 3/15/07 PLUMBING RISER DIAGRAM