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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: 06/26/09 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: PETERS WAY FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 6 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. 32861-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 "......"127 A/ nature Rev. 1/81 11 Form No.6 TOWN OF SOUTHOLD E 2 BUILDING DEPARTMENT LS TOWN HALL D 765-1802 tUN 2 3 2009 APPLICATION FOR CERTIFICATE OF O t C ' BLDG.DEPT This application must be filled in by typewriter or ink and submitted to the Building a-.10 i •. ' Mettle 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$15.00// q Date. �Q/1f��9 New Construction: Old or Pre-existing Building: v/./ (check one) f, Location of Property: PC-I-G S hist his ..r54-c..qo NT House No. // Street/ Hamlet Owner or Owners of Property: gObe - / (I LO cj 013 Cykte-d Suffolk County Tax Map No 1000, Section 0 0& V lock ©002. Lot 0 o3 .0 I ( Subdivision Filed Map. Lot: Permit No. 3 Z$&I Date of Permit. 3zt/07 Applicant: Health Dept. Approval: !!! Underwriters Approval: ✓ Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2 C.00 444igizia Applicant Signature F -9-13Lra BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Z&S CONTR. INC. GREG CYPHERD PO BOX 202 PO 28 PETE'S WAY FISHERS ISLAND, NY 06390-0202, FISHERS ISLAND, NY 06390 S 5 Located at PO 28 PETE'S WAY FISHERS ISLAND. NY 06390 Application Number: 3049713 Certificate Number: 3049713 �5 X75 Section: Block: Lot: Building Permit: 0 BDC: ns11 [5 Described as a Residential occupancy, wherein the premises electrical system consisting of 55 electrical devices and wiring, described below, located in/on the premises at: rti,, First Floor,Second Floor,Outside, e� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 authority having jurisdiction, and found to be in compliance therewith on the 27th Day of March, 2009. Name OTY Rate Rating Circuits Type Amount Property Type Residential $150.00 5 Alarm and emergency equipment a]' 5 Sensor 1 0 0 Carbon Monoxide $0.00 l5 5 Sensor 3 0 0 Smoke $0.00 Wiring And Devices Dimmer 4 0 120 V $0.00 Fixture 3 0 Fluorescent $0.00 5 Fixture 17 0 Incandescent $0.00 Outlet 20 0 Fixture $0.00 5 Outlet 53 0 Gen, Purpose $0.00 ['S Paddle Fan 5 0 $0.00 S Receptacle 2 0 GFCI $0.00 (((+++ 5 Receptacle 40 0 Gen,Purpose $0.00 t5 5 Switch 20 0 Gen,Purpose $0.00 Ij Sub Total $150.00 Administrative Charges $0.00 Total Amount $150.00 5 5 seal 5 S I of I S 5 5 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 OPrJ�rJrJ��JefarSrJrJrJdJePc _P,rPc_Pc JrPcJsrJcPcPcPLLI PrPLI Pr PLIMMPLI7MPr17r?.fir.TcPrPLIEcJrSrJPLPrJErPLIEIPLIEPr�rlarPrPrJrJ�rJ�rJ�rJ�r�r�rJrJO . ,/.p.........,. � • • TEL. 765-1802 �,Ot c� f 00(1, e ��... .� 49 i TOWN OF SOUTHOLD IL._ tt '•. '�C ; OFFICE OF BUILDING INSPECTOR o ~•t; Y,t.'; , z P.O. BOX 728 . . • ;� ,r ;... 41C� TOWN HALL ea �•\._ SOUTHOLD, N.Y.; 11971 _gyp! i kL �' ..� • . CERTIFICATION• ' Da•te 213 & Building (Permit No. 2-u (40 I. • 3 Owner egpFj-g-✓ 1 6-rtgcr p�GQ ' '/(please p in ` Plumber l�/<Hn 6e/l0 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% .lead. • (plumber ' s signature) • Sworn to beforer me this ✓� 3 .,'/ day of /�Q E9 ,20 •0 2://CIO:;triClcubliC Notary - Publico /4L4) LAVerounty GEORGE E.PEAsouy,.iR NOTARY PUBLIC Ml'COMMI881oN7XnRES OCT.31.2010 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 // fL24_ o- Authorized Authorized ORIGINAL Rev. 5/8/02 f � „,,;Of SO-;;;;7 6 lc TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ I FIRE RESISTANT PENETRATION REMARKS: Nr Ce Com - fr- >" / % - _ y DATE 007 INSPECTORit 1_, TIELD INSPECTION REPORT DATE _ COMMENTS 007 r •AP -fog a. t 6- FOUNDATION(1ST) riweea, 3' ( ) FOUNDATION 2ND a �� - "ieco? r410,70 9 (411/17 (r1 y /#,(/,1 FAIMM FA fvj A., tE ROUGH FRAMING& PLUMBING V g :5" • r INSULATION PER N.Y. STATE ENERGY CODE tf FINAL b ADDITIONAL COMMENTS G z m. CC1 tmi • t CJ � Z t�7 x d r� H _.. a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? .49:16-d,? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans F '- TEL:(631)765-1802 Planning Board approval ✓-` . J FAX:(631)765-9502 '/ Survey www.northfork.net/Southold/ PERMIT NO. i ,,4pi Check Septic Form N.Y.S.D.E.C. ,QQ Trustees Examined rl 20 o1 Contact: Susan E. Young, R.A. Approved 20_0 Mail to:215 West 88th St. Apt.6h Disapproved a/c New York, NY 10024 Phone: 212 724-7204 _ !t it MAR Building Inspector '• 2 3 v APPLICATION FOR BUILDING PERMIT Date March 15 ,20 07 INSTRUCTIONS 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. -i (Signature of applies' P-,if a corporation) Susan E. ng 215 West 88tCst., Aps. 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 Cvpherd/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. I. 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 Section---y. g__ Block 2 Lot 3.11 Subdivision Wai Ph park chPPf 1 of 4 Filed Map No. Lot (Name) w • S 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 i 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 82Rear R7' Depth 39'-i n^ Height 71 ? Number of Stories 2 38'x 16' 21' high and 18'x16' 15'high 8. Dimensions of entire new construction: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-Rn 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO x 13.Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES NO x 14.Names of Owner of premisesG.Cyoherd Address Box 28 Phone No. 631 788-7433 Name of Architect Susan Young Address2i5 W 88St.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 York 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 'eforc me this day o // j 220 07 Notary Public ignatof Apr cant HENRY B.TRATTNER NOTARY PUBLIC,State of New York ``/ No.TR-01-4689385 Qualified in Nassau County Certificate Filed in New York County Commission Expires October 31,20 0 (000- (, _z_3. \ 1 TOWN OF SOUTHOLD PROPERTY RECORD CARD -- - - - ---=--- OWNER STREET VILLAGE DIST. SUB. LOT GI ~` eJ`rtGre9c`Gri 41 AM(schneii-1 VRVo S1r)ers Is\and . l.lsh �QrlC tlank CH- TYPE OF BLD. z120/%- L II gin P 761- ukils1l Park I&Cypkeit] I l/4, sac \Actl sh Wark i- encslo�n� Core PROP. C LAND IMP. TOTAL DATE S0 15U Y 41 \90 /i/F9-- d31�* - Ctons , onrfan, . Lie/L r /a , cCO zoo() PAS Zoo° /✓ 4\c�\9O lofa9 (% 5Po2 Lia N laces BP " l2t a I7 ea2xo-?el) 9(cr» GA= 2/27197 %00 s9 oo mno oo /'l 3q 4 S -J c a t yes- c,_ ,lqJ )7 Ad' FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD VykDIrAND� 15 D DEPTH MEADOWLAND BULKHEAD HOUSE/LOT (1 0) IS: a TOTAL 2°� b -;` I i I COLOR 4 , 1 24 24- z t+- k -FP rest A TRIM ' Zie pr 2/ - M. Bldg. Ai X53., 9 t 2 /o"- 37Od Foundation a Bath I Dinette u«5 SLAB Extension \ebb 22s 22t Basement " Floors t Wl,,,,./ Kit. / �n 9 rF a h�s•n.a ' w Ext. Walls Interior Finish 5.e L.R. Extension u ` v NyLC�� 1 1 Extension Fire Place ‘it-fa. Heat o \kkWea D.R. Patio Woodstove BR. Porch Dormer Fin. B. t Deck Attic BreezewayC4:4 � ie-i)) Rooms 1st Floor LF :---4:4, ,r \ cA,,, i'K -c2+\\ Garage ZitXX4 = 576 /SP Driveway Rooms 2nd Floor /Be Zbad-„ s O.B._ Pool h i -W cJ en-o, _ — 41 z 4 6 t t zNQ • vat,naGN. $5(004-7;? 54R!f �/f8 Mar 29 07 10: 09a Susan Young (2121 724-9779 p. 1 9 Lat 63/ ieS 9c Z bo o o 0 ry ^ _f`C7 4 fyoF i V16....4 . Soiw•' N 03> 7 \// \ 41W(0R , is rc '• Q�U \ f ' I. \ y Ilfr �_ , \ c-, \ ` ./44," i- 1-1 101 -it 03-29-2007 09:00 SOUTHOLD BUILDING DEPT 16317659502 PAGE1 REScheck Software Version 4.0.1 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 Enemy 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 C_ Passes -' 351 -:- -- 345 --. 1.7=- Better Than Code !UA. Gross Cort. Glazing UA P�,-itlic:E' � 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 Fl.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 Ft.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 Walt 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:Vmyl 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. <;7dfrit,#)0A7(P'el 3/4V - Name- dle Signature Date Project Notes: 631 788-7434 Greg and Gail Cypherd Page 2 of 7 0 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: U East Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: U West Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: U Dining Room Wall 4:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: U 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 18.0'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 Fl.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 Fl.Window 6:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U4actors,describe features: #Panes_Frame Type Thermal Break?_Yes—No Comments: U 2nd Fl.Window 7: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: U 2nd Ft.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: U 1st Fl.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: U 2nd Fl.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: U 1st Fl.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: U 1st Fl.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: U 2nd Fl.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: U 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: U 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: U 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: U 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: U 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 Gag Cypherd Page 4 of 7 • Comments: ❑ Window 17:Vinyl Frame:Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: Wanes 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 U-factors,describe features: #Panes—Frame Type Thermal Break?—Yes—No Comments: Doors: ❑ Door 1:Glass,U-factor:0.270 Comments: Air Leakage: LI 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: u 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 manufacturers installation instructions. II Materials and equipment are identified so that compliance can be determined. LI 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 manufacturers 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: Li Supply ducts in unconditioned attics or outside the building are insulated to R-8. LI Return ducts in unconditioned attics or outside the building are insulated to R-4. LI 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: LI NI 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 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). LI The HVAC system provides a means for balancing air and water systems. Temperature Controls: u 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: ci Fireplaces are installed with tight fitting non-combustible fireplace doors. D 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: u 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. u Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: O All heated swimming pools have an on/off 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: u 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 • Table 1: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 7 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(°F) 2"Runouts 1'and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 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`.._.._..... --� -_---`�---_-'_M- Page 7 of 7 /ilii.� tur 24' DIA COVER 6'i. I KNOCKOUT INLET AND ,.. .6..e C�o OULET OPENINGS 2 By a a o e e = v� `(4) •e' DIR KNOCKOUTS RIBS INSIDL�� n ?a Rae c o o v u1 rii 11 I�`r 11 n o o ♦ o O coo O "d p -- �I ,'-1 I- e''-D' ➢IA { CAST K- A IYIL- u .'FTWE�.�j,IT _ CONCRETE COVER eLA ,/. 7A-.Pio'. - --------- DRY WELL CROSS SECTION PLAN 7C-_,Ls NOT TO SCALE / TOGGING CAST/NG JIl PE TE215 TO GRADE FINISHED GRADE 14 -y i— CHIMNEY {1533'1.•)4- z 4 x 4 12.6/12.6 GA. WIRE MESH iJ,Z1a,3Z:- +'x 12' 6 x 6 6/6 GA, WIRE MESH Y\ J INLE:,I70N ` 4'OUTLET 11' p \ GVID LEV_N nTINUDUS INT T.4.7-rEr \ �, h 1, I ASPHALT SEAL LINED VITH 4' SCHEDULE II ' i LD' PVc n 7 Q 6 Mad • INLET DAFFLE 60• GAS :a 1 �N es / O I y Y I 1� e SIS 4Q� nPL� DER ! ' WaMe- Sb7_VIcE I.l�/ ' ' .e Cti R �. �! Sue la LfTht11e ��pr`di 4 �$1/4i%' "�. 4• ` 5'-B' 3' N2' D �1, ''S'�� CROSS SECTION •P1 \ ,�. 1000 GALLON z- s E COMPARTMENT ,s / s (}�..l\ k/ tq iu SEPTIC TANK 'J - /_\ -r A7 aar ncTTyp... NOT TO SCALE . 00h Q V / I am familiar with the standards Por approval ,J -Tr.Tr- 4144I, and construction of subsurface sewage disposal co.acxETE-- -1-' systems for single family residence and will _a:AHa-A.erstl - 6s 1 111 abide by the conditions sot forth therein and IYl on the permit to construct. s aaiti lzd-i'E3. tl9.c,o' S It- .......--- APPLICANT L-IM,T3 ORg�. ,n I�S-.CMSetuan.. F,.�EHtH /�J 82145-4/-s.c, / \ TEST HOLE DATA \ FOR TEST HOLE DATA REFERENCE IS MADE TO THE FOLLOWING MAP. H ' , / T 46 / I A:pi:9:aKIHna-re ., J Loc1-Tlo"U Cr- I ly d MAJOR SUBDIVISION PLAN, PREPARED FOR WALSH PARK / / c �a�oMP Slice I B q BENEVOLENT CORPORATION, SHEET I OF 4. N ` BTM �, m 4 \ N N \\ T.:i ! N . lignira \ N N 41;1 r I. REFERENCE IS MADE TO INE FOLLOWING MAP: N. N \ / �Aq� MAJOR SUBDIVISION PLAN, PREPARED FOR, 1'4ALSH PARK \ /i ,I HI O BENEVOLENT CORPORATION, FISHERS ISLAND, NEW YORK, \` �, \ l-- - SCALE: I"=100', CHANDLER, PALMER 4 KING, NORWICH, ,�_ W �'` CONNECTICUT, NOVEMBER 3, 1988, ADDITIONS 4 "-.— I 6` REVISIONS: 3OJAN89, SFEB89, 28 FEB89, 28APR89, \ I 1 �/ 14JUNE89,31JULYB9 4 28NOV89 r €:• �(.3Ic\� 2. ASSESSOR REFERENCE: Llwrs - ric , I �U SECTION 006, BLOCK 2, LOT 3.11 Co,SEVJ/ ' eA CMsrtr \ 1 (PORTION OF) \ / 5. LOT AREA = 40,865 +/- S.F. N IZ 4. OWNER: WALSH PARK BENEVOLENT CORPORATION C/O THOMAS DOHERTY FISHERS ISLAND, NEW YORK 06390 &E.ed \ ii: (516)988-1251 A S85.4-1 °LLJ, / '1 5. SASE FOR LEVELS: NeVD 1929 \ A ; 1. T ISH P3-eK- Q, T,yES,L�L^ ENi'F j�) 6. COORDINATE DISTANCES ARE MEASURED FROM :-"fir-INLw 4 coe-�QjSIot-1 e - / \ i U.S. COAST AND GEODETIC SURVEY TRIANGULATION -. p Q-eMat 1.11 n)4 L-A.HAo 2 i \ / STATION "PROS" :ty ��40 l�.siS ti;_�. I y I� '9 /'o --II---, o v�, / /\4. 46. ;. 12 ,, , 'm 0/ • // \\. IIS ./� 9/ p « I / // — — —20— — — EXISTING CONTOURS ' "I "I i 111 / // 36i H —zzo o �v 7' / - U i-/ \II V SURVEY MAIC V Fr-SID G PREPARED FOR 5EPTIL 'TS Irl = ad 40 20 0 40 110 PARK 6 E4EP T GORPOIkATION I GRAPHIC SCALE IN FEET LOT FF --- PETER'S WAY FISHERS ISLAND, NEW YORK REVISIONS Certified to: DATE DESCRIPTION Robert Gregory Cypherd 4 Gall Ann Gypherd Thar Title Guarantee Company, Fleet Mortgage 4-13a\I. `cKIy 1r o Uµptcnou l cra-Toni Er CHANDLER, PALMER 0. 1GING Tic Corporation, State of New York Mortgage Agency 1 - 910 RQLL. UnL,IT4 La.tnous ` ' Nev York State Affordable Housing Corporation, 163-pEChv g,EVISIoys 1= Architects, Engineers and Surveyors LW ➢ROADWAY NORWICH CT 06360 e03-610-3397swx-163-0116-Tim and a s Park Benevolent Corporation, In 14.1:..1i 01 r.Is•.I FouaoA•nsa A•ott 1 accordance with the minimum standards for title surveys of the New York State land title association. DATE JUNE 26, 1996 - SCALE'1'=40' AUG Z1 SHEET 1 OF 1 - - - F _ ..•• •..14 •,• ••20 04 IA it OIL TANK FURNACE i,.•.•0.+ 91 o.+4, 404 %i MI STAIRTOFIRST UP •• •• 4 •�� 131-0` i•D 4 4 ♦4 STORAGE -I FLOOR �••4 - ‘04 PROTECT UNDER STAIR AREA I ••.-•-•-•1.�1 ••4 . WITH N. GYP. BD. MIN. AS a •%Q'•'•..•'a ♦♦� PER SECTION RR 314.8 NYS �•• . .�. • I RESIDENTIAL CODE 1 —��.� 4 • ,♦• iii_ . — ' '. 1 I, I.<•• I — 1 '. „ ' — • I' ..1 -- I,,:▪' — I ' • -:::•1 — ' 1E:1•445 %Fir"J ”'"1."; iii iii iga I 1� L,>_•_.:1 Lr ..=•J L:,_ -:i ta'_ -�J L.'.,`'_ .''J L•..I ..J.J jj -" :. . . q=� 4;. � - -,♦� - . �• • •� iii. �;.. «_7.7 '. . '.;:.';�..`�.i' .:.•. _ . 7 \ 5'-3" 4'-10i" ■ 5�_� 8 _8" 5•_O" 5'-3" r-4 • ,.—' -. - "7.1.: .• • '- .• b EXISTING •t '•� I UNHEATED •• 1 a' J'' '�', ` ', •"'• O RELOCATED DOOR 11 1/ \ ♦; STORAGE I CELLAR �..: . $ / .' 812 S.F. :,. , , LOCATE AS REQUI D : .; ...;. '.:.' •. . Y I f J� o III I' \ C.H. 8 -O� EXCEPT AVOID AR S WITHIN •, _ / �� 4' OF UNDER BEA ING---= ,�'!. 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I— i 1,�. : °:1, 1 , ",.I J .. • . 1 ; i1.••< • .rl l i , • I• 1 i i1 'rLi SECOND FLOOR FRAMING 7'-,i" 7'-1i" 7'-11" 7'-1i" 7'-if" 35'-9i" • LEGEND • FOUNDATION & FIRST FLOOR FRAMING PLAN 288:888= NEW FOUNDATION • L1 ±' NEW WALLS • • • i❖-74+:4.•i EXISTING FOUNDATION EXISTING TO REMAIN WALLS P.:,t:;:;I PIER FOOTINGS - - REMOVALS Lam'' l L . — . — BEAM ABOVE JOISTS / RAFTERS • C E ADDITION SCALE: 1/4" = 1 FOOT FOUNDATION & FRAMING PLANS ' 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 ISSUE: FILING PARTITIONSDARTI 3/15/07 REVISIONS: AS BUILT BASEMENT SHOWN 2-23-09 PROPERTY DESCRIPTION STRUCTURAL NOTES LEGEND: PETERS WAY, FISHERS ISLAND, NY 06390 I. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, WALLS EXISTING TO REMAIN I 1 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND ROOF OF ADJACENT PROPERTY AS CONDITIONS REQUIRE. DISTRICT 1000, SECTION 006, BLOCK 2, LOT 3.11 PROPOSED r 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. int (631) 788-7433 Iv. r 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. 7 E SCOPE OF WORK 5. PROVIDE POSITIVE DRAINAGE AWAY FROM HOUSE AT FOUNDATION. ABBREVIATIONS: 1. ADDITION O 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 COMPLY WITH GLASS THAT MEETS THE LARGE MISSLE TEST CERTIFICATION OR WITH STRUCTURAL SHUTTERS WITH Q AT �0 3. NO CHANGE OF USE OR OCCUPANCY.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 bX, GENERAL ZONING NOTES R-80 CL CENTER LINE 8. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED. SHALL BE SURFACED DRY EXCEPT STUDS (WHICH CMU CONCRETE MASONRY UNIT 1O- // // 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 z / CHAPTER 280 FROM THE CODE OF THE TOWN OF SOUTHOLD. DET DETAIL i" �•,/ y' RAFTERS AND JOISTS: DOUGLAS FIR LARCH #2 EL ELEVATION 7 / �,.,. '� 2.THIS .94 ACRE S.F. LOT IS NON CONFORMING AND THEREFORE IS SUBJECT TO SECTION 280-124 OF THE ZONING CODE OF BEAMS GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 E.T.R. EXISTING TO REMAIN /7 / -� THE TOWN OF SOUTHOLD. STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE EQ. EQUAL i i �--ll POSTS: DOUGLAS FIR-LARCH #1 F.F. FINISHED FLOOR j j 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 j / SOUTHOLD. 9. UNLESS OTHERWISE NOTED PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS: F.P.S.C. FIRE PROOF SELF CLOSING / SQUARE FOOTAGE OF _ INTERIOR WALLS:22X10 LAV. LAVATORY l// LOTEXCLUDING CONSERVATION SETBACKS EXTERIOR OR BEARING WALLS:32X10 MIN MINIMUM ISI EASEMENT:izo�+i�s.r. j NOM. NOMINAL SIZE OF LUMBER c. I /� ) j I 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 / �` j m SETBACKS ARE AS FOLLOWS' I , / 1 INSTALL SIMPSON HURRICANE CLIPS SUCH AS H4 OR H2.5 TO JOIN RAFTERS TO TOP PLATE AT EVERY FOURTH RAFTER. PERP. PERPENDICULAR V� �- ± PLUS OR MINUS j FRONT YARD: 35 FEET -Q� .2° MID`? ..0.XD D j SIDE YARD: 15 FEET 3 I 11. BUILT-UP BEAMS SHALL BE GLUED AND SPIKED TOGETHER WITH 2 16D NAILS 16"O.C. RAD. RADIUS BOTH SIDE YARD . 25 FEET + RELOC. RELOCATED EMI? I REAR YARD:g FEET H DI 12.STAGGER ALL SPLICES A MINIMUM OF 32". R.O. ROUGH OPENING I �° - -p j/ 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 I ®� I ( GRADE STAMP. ALL PLYWOOD SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE THE FOLLOWING THICKNESS: STL STEEL �F LOT COVERAGE COMPLIANCE FLOORS:5/8" T.O. TOP OF ROOFS 1/2" V.I.F. VERIFY IN FIELD III 1. PROPOSED CONSTRUCTION IS IN COMPLIANCE WITH THE LOT COVERAGE REQUIREMENTS OF SECTION 280-28 OF THE WALLS 1/2" W WITH I7,ATTs or=CnNSFRVATIo EAEm SeNT -.-L. ZONING CODE OF THE TOWN OF SOUTHOLD WHICH STATES THAT THE ALLOWABLE LOT COVERAGE IS LESS THAN 20 PERCENT. - I 14. ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE STANDARDS SPECIFIED IN 1.2.2.1 THROUGH 1.2.2.7 J OF THE WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION FOR ONE-ANID TWO-FAMILY 2.SIZECOF LOT: .ONS: DWELLINGS.SCHEDULES ARE PROVIDED HEREWITH IN THE SPECIFICATION SHEET ACCOMPANYING THE jl OF .94 ACRES OR 40,9555.F. /43,5605.F. X.94 =40,955S.F.J LIST OF DRAWINGS: 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 !I 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 11 94 ACRES I 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 SPECIFICATION SHEET ACCOMPANYING THE ARCHITECTURAL DRAWINGS. . . A-4 SECOND FLOOR PLAN ADDITIONAL LOT COVERAGE: 1211 S.F. A-5 NORTH &EAST EXTERIOR ELEVATIONS 16.STRUCTURAL DESIGN LOADS: w 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 A-8 SECTION B 1995) AS PER THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS, II I TOTAL PROPOSED LOT COVERAGE OF THE 18,720 S.F. PORTION OF THE LOT: 14.4% 1995 HIGH GH WIND EDITION. ..ice' A-9 PLUMBING RISER DIAGRAM, NAILING SCHEDULE,TIE SCF PRESCRIPTIVE DESIGN CRITERIA SHALL BE USED BASED ON THE UPDATED"WOOD FRAM CONSTRUCTION CONSTRUCTION DOCUMENTS ALSO INCLUDE: ro l ii SEWAGE DISPOSAL SYSTEM MANUEL FOR ONE-AND TWO-FAMILY DWELLINGS 2001 EDITION.' , RESCHECK o I j "v PLANS BY CHANDLER, PALMER KING APPROVED BY THE SUFFOLK COUNTY HEALTH DEPARTMENT ARE ON FILE AT THE II//ONTRACOR TO PROVIDE PRE-CUT STRUCTURAL PANELS FOR WINDBORNE DEBRIS PROTECTION. PANELS TO BE N J2" j SOUTHOLD DEPARTMENT OF BUILDINGS 1996 THICK CDX PLYWOOD OR BETTER. FASTEN WITH Y2"#8 WOOD SCREWS OR LONGER AT 16"O.C. FASTEN TO j GENERAL NOTES DOOR AND WINDOW FRAMES IN THE EVENT OF GALE OR HURRICANE FORCE WINDS.WIND LOAD: OCCUPAI b USE / 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. IS UT I DIMENSIONS AND CONDITIONS AT THE BUILDING AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. j SEISMIC LOAD: WITHOUT'° A o''i A I 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 OCCLs CATEGORY B. UNDER RR 301.1.1 SEISMIC PROVISIONS OF THE CODE SHALL NOT APPLY. I 1 < I SEISMIC USE GROUP: 1 CERTIFICATION OF o I 3. ALL WORK IS TO BE IN CONFORMANCE WITH THE INTERNATIONAL RESIDENTIAL CODE,AND ANY OTHER APPLICABLE CODES. NAILING & CONNECTIONS ________j IF ANY WORK DESCRIBED IN THE CONTRACT DOCUMENTS IS FOUND TO VIOLATE APPLICABLE CODES THE ARCHITECT SHALL BEWIND SUBJECT TO DAMAGE FROM REQUIRED. OD .r-,.,,._r, NOTIFIED IMMEDIATELY BEFORE STARTING WORK. GROUNDOWDESIGN WINTER ICE SHIELD Ar ' C..'s ["e. SNOW SPEEDe FrostlIDESIGN Weathering a depth be TERMITE c DECAY d DESIGN UNDERLAYMENT FLOOD n 4.THE CONTRACTOR SHALL MAKE CONTINUOUS OBSERVATIONS OF THE STRUCTURE DURING THE PERFORMANCE OF THE LOAD (M.P.H.) CATEGORY g depth b TEMP f REQUIRED HAZARDS h DATE: -�, WORK. SHOULD THE CONTRACTOR BECOME AWARIE OF ANY SITUATIONS THAT REQUIRE FURTHER INVESTIGATION OR STUDY 45 120 M.P.H. B SEVERE 36" M-H $-M 11 YES B NOTIFY BUILDI (SUCH AS CRACKS IN MASONRY, STRUCTURAL DEFECTS IN THE BUILDING OR FOUNDATION,ADDITIONAL DEFLECTIONS, ETC.) ALL CONSTRICTION SHALL HE OR SHE SHALL NOTIFY THE ARCHITECT. - FOLLOW 8 FF' For SI: 1 pound per square foot=0.0479 kN/m.02, MBET THE RE" - -•'Ts IAF THE FOLLOWING C 1 mile per hour= 1.609 km/h. CODES OF Ivy r r u� ,n 3 T ATE. 1. FOUNDATIOL 5. ALL STAIRS SHALL BE AS PER AS THE INTERNATIONAL RESIDENTIAL CODE SECTION RR 314. FOR POUF6 I`- a. Weathering may require a higher strength concrete or grade of masony than necessary to satisfy the structural 3. ROUGH - F b. ALL EXITS SHALL BE AS PER INTERNATIONAL RESIDENTIAL CODE SECTION RR 311. PLUMBER CERTIFICATION 3. IfJS':1LA Fr" �; requirements of this code.The weathering column shall be filled in with the weathering index (i.e.,"negligible," ON LEAD CONTEI:f BEFORE 4. FINAL - OOP- "moderate"or"severe") for concrete as determined from the Weathering Probability Map [Figure RR301.2(3)].The grade 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 OF.i;i IPANCY BE r:,'y,- cr N b1'A TER .ALT. CuIE., ,_ SOLDER U. G REQIJI r ,ter„ -- 4 8 16 32 8. CONSULT OWNER BEFORE DISCARDING OWNER'S FIXTURES HARDWARE OR FITTINGS. b.The frost Ilne depth may require deeper footings than Indicated in Figure RR403.1(1). The Jiurisdiction shall fill In the SUPPLY SYS I Fhb CANNOT YORK 5:„TE N „ SITE PLAN: SCALE 1"=32 FEET - frost fine depth column with the minimum depth of footing below finish grade. EXCEED 2/10 Or 7:o LEAD. DESIGN OR Q,i rEirEt 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 PROCE FRAMING UNTO 10. DRAWINGS AND NOTES CONTAINED IN THIS SET ARE AN INSTRUMENT OF SERVICE AND AS SUCH REMAIN THE PROPERTY OF d.The jurisdiction shall fill in this part of the table with"moderate to severe,""slight to moderate,"or"none to slight'in PLUMBING OF FOUNDATION 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 AP 8 WATER LINES NEED WHICH INTENDED OR ISSUED WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. e.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 V f. Refer to Table RN1101.2, "Winter Design Dry-bulb Temperature"column. PURSUANT TO SE OF THE TOWN GC g.The jurisdiction shall fill In this part of the table with the Seismic Design Category determined from §RR301.2.2.1. ANDERWni,.. ,_h IL,ATEI h.The Jurisdiction shall fill in this part of the table with (a) the date of the Jurisdiction's entry into the National Flood AEQWAED Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the currently effective FIRM and FBFM, or other flood hazard map adopted by the community, as may be amended. f i. See Figure RR301.2(5) for ground snow loads. ..? /I�IP S it 1 ' Sme14, , (2i,✓ 12.3n / er CYPHERD RESIDENCE ADDITION IN WALSH PARK - - COVER SHEET ISSUE: FILING DATE: 3-15-07 SCALE: AS NOTED , DESIGNED B Y: SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 REVISIONS: ♦♦ :♦ • ti • ^ mss• ♦♦: •• �� ♦♦ • I •• iiii • • •• *4 •• � •• j� : � a 71 — 1 • .I — — ' — , r .•1 i '4+M .i ire 00•.4.0•• •0•• • I 1 EXISTING GARAGE •• i'i :% I•♦ - - -' - - • /� (NO WORK) �� L �r-� J — J H_L: �•♦ / • V ' 5 -3 5 -3" 3'-11" 6'-B" 6'-B" 5'-0° 5'-3" ♦� _ _ _. _�.,�,_.�° _ / , , \ • ♦• ��° ; ° RELOCATED 7,— — — T _ — — — - • BILCO DOOR •♦ EXISTING CELLAR "_ • rr / I � \ • ' \ i i w. o X11 I I I rn I• I UNDERPINNING/REPLACEMENT OF GARAGE ♦• - - - '-" I-• -,- I,-.-.-,- _ _ I / FOUNDATION MAY BE REQUIRED. DETERMINE I♦• ♦, / III II — UNKNOWN CONCEALED CONDITION IN FIELD. �♦ -F. - / ' III I I I 1 1' I I II I I •• / ' 11! 1 1 !I 1 11 z ke° �AFTE�s ,k" o.b. 111 ••OOiiiiiiii♦ii♦iiiiiiii•iiiiiiiii••iii•i♦iiiiii•Oiiiii•••ii♦i0iiii� 3' °" �•OOOOOOOpO0000d i =' / —iH-1 1 1 I I I• 1 I I 11 11—I —i- \ •• ° - I - 'I I• as . 4 1 1 1 I • • 1 1 - I P. 1 ' j• 1 J • 1' ' i,' 1° '1 'a r • 1 . 11 , 1 1 I • ;r _,_,_, .f _.a :2 I I 111 i II i 111 I I I, °1 ' 'la, ' I' 1 . -1 1 1 1 1 •' rd 1 h• I ^ d, i '„ 'I I° ' l a I - I' i• C£LLAR UN6,; R DINING ROOy • . .•0 iiiiiiiiii III i iI 1 I 1 1 i1 I , i _ _ _,_,_ • 1 1 1 1 I III I 1 1 II 1 1 I I III 1 1 I I_— I ,' , I•• i . 1. l ,I I I " la 'lai• f• •I .l 19' ' la - I ' 1 , •' ` i . ' I •• 1 • al I, 2• 1 1 1 1 • - • • 1 1 1 1 1 1 1 111 NEWI WALK ANNE 1' I I I 1 111 INEW 'IWALLI ABO'I I I I ° 1 d I. ▪ " I'. I. is - I I I' P 9• .I a ,I .I I —•-'-•4•-•--4•-•-: - - �$ �� 2a ", a q p I 1 I 1 I 1 1 1 III' I I I 1 I I I 1 I 1 II I 1 I 1 I I I -I I I I ', I I' 1 ' A , I•, I ' .I � ' I I ' I ° I I ' I° • I J I. I I I I • I 9 Ia` r ' _ •_ I I I I I I I I III I I I I I' I I I I III I I I I I I I I I 4•11 I -• 'I° . I., I • i I I 1 '- d • 1a. it L▪ ' J 'I ' I' I� la . I 1 , 11 4. 1 '. I ', • > •1_ � .� �% p 4•�` �, j i• 1' I .1 al' -. t Al1 '• i i ' 1 H. a 1 a 1 ° 1 •'i I 1 . 1 .• I. °i•. 1 " • 8S-� � Oa a• 2 Oa 0 j N l J 1 2 CR{�SS' p ACING qR 2S3LID �LbctG • I • 'I I. ' L .I .. ,d I. I d I; I. I 1 III 4'_.y^ 2N, CR9pSS g1RACING OR 50 1D III I' III c • ?� o e B O7C OP ONA •' B CKIIJG ®I B' d.C. dPTIONAL III II III • w . �—� .. I. { 1--� ,1• . I' IIII '^ • . I q ' ' I ' 9 lay 2X10' JOISY . i ° I ;i ce. 1 'a . i S 1iB" °i° 1 :1i i i I I 1 1 III bOUBLE Jb15T51 UNDER WALLS ISEPAIRATING III I a 1•, ' 1 , I. '. I, °• ICEL�P.R 'UNR IVIt�'G_TI 'I • l ' BED oM E .i I I' ' i , i `', I ' JI'° 4 d " I 1 •I 1 a� 1 J ,I • I I , M M I i« 111 11 I 13'1 ii" III 1 II 111 4 . r 1 ° 0 0 r ® , I 1 a .11I 1 1-' . I 1 I 1 . 1 a. i " 1 • a ® i I i 111'-1i 1 � 1h'-111i" 1 E • '41• a • 4.I I I '11. : 14IHAL iifi�����] I 1 I 1 111 1 1 1 1 I' 1 1 1 111 1 1 1 1 1 1 1 1 p • 1‘. Ia '° • ', 1' , 1 . 'I " .I 1 1' 1. ' l a I a 1 ,a I • 1 ` 1: '• aJ . Fill1 II 111 I 1 . i f 1 a.I I ; 1 ' I 1 ' ' 1 . 1°; ' 14 '4 I ,I • • I 1 ° ' 1' °h' • J ° .1 • 1 I• I • 1 • I 1 1 1 1 I 1 1 I 111 1 1 1 1 I' 1 1 1 1 III I I I 1 1 I p. 1 I 1 D •4 •0 • •i•A ••••••• ♦ ♦ •i• ••i •• O 00i•0A•i•O.000i •i •i•O ••Mi ••Oi• Oi •••i 0 0.00• •i0i • ••d I I I I I III I I I I I I I I I III I I 1 I I 1 2 �tA2 . k� K4d. ._ 2• T• 4 i3H i i 1 i i i i i i i . i i i i r1 i i i i i 1 II 'ii i i i GG i i i i I 1 1 i 1 i 1 i e io L I 11 1 I I ACCESSXTTO CRAWL SPACE RE9UIRR4 38 '-0" m ISI I I I III III 11 III 1 1 1 1 1 1 1 II II I I I I I 1 1 I I 1 I I 1 I 1 I 111 11 11 I i ii I I I I I I I I I I 1 I I I I I I 1 II Ti-imi I 1 i 11.- 7-4-) i I 1l'°1 -1 I 1 I I l ,ll I 1 I a li 1 1 I I I . 1 1, li —i • T • -Hhii :sail—i • -- • -- • 1- "-i , rt , -H . 'I� � , i • rt ' -H • i—li.:T.rniT ' T ' IT I ,a1 i • ; 11 -.• L1 , • , I 1 ; 11 '� 4 L • I • 1 1 '1 i I1 •PL, SECOND FLOOR FRAMING 7'-UU" 7'- 1i" 7'-1i" -11„ 35' -9d" e LEGEND w•e0' '► ^ NEW FOUNDATION I_---C'___,_i NEW WALLS FOUNDATION & FIRST FLOOR FRAMING PLAN ;ii�iii�iii EXISTING FOUNDATION EXISTING TO REMAIN WALLS r. .si';'.) PIER FOOTINGS - - REMOVALS L'• 'SJ _ , — . — BEAM ABOVE _,_,_,_.- JOISTS / RAFTERS /.- ,,,4s"),:tAL'.=i4,o E A(_r ,c; '.1. .���1 ii CYPHERD RESIDENCE ADDITION SCALE: 1/4" = 1 FOOT FOUNDATION & FRAMING PLANS A .. 2 SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FILING DATE: 3/15/07 REVISIONS: • EXISTING E_ECTRICAL SERVICE (2" DIA. CONDUIT FROM BASEMENT TO SECOND FLOOR) 38'-0" TWO /" COPPER SUPPLY & RETURN LINES FOR \ f —2ND FLOOR HEAT. 1 I� _ o A 1 in O o STAIR CL. I UP EXIST. 1ST FLOOR BATH O FOYER STUDY i PEpOTM EPLACEy CL. I �is, MUD ROOM r STAIR L__--_ _ '�j DOWN V U I-- o BEE REL f UPPER CABINETS ABOVE'- 14'-21" •��' �- of PATCH & MATCH DUNTERTGP & LOWER CABINETS UNDER ;' FLOORING TO CONFORM 0 0 I 1 TO NEW PARTITIONS - 8'-23" IL _ li 1" LOCKERS _ (1 REF. �U KITCHEN COOKTOE e 0 � � Y W/HOOD ABOVE \ Y z. COUNTER 3' HIGH ��iv le 60 ffiN 8' -co ., 5'-13" 10'-7" 4'-0" "" 1 7 0 @L' PANTRY 1=1 , r r P --- -- PINING ROOM i m L J KITCHE T WALL to -- BEARING n COUNTER CI CI I D.W. I OVENS— SHELVING tCOLUMN iv N36' HIGH , -- 11'_4] . T L EXISTING GARAGE I- --- - ' — ' ' — - ' ' — ' 15_03" I 1-21. 1 BEARING NO WORK BEARING BEARING-/ B -� COLUMN � TRIPLE 2X72" , WALL___)1 IxWALL BUILT UP BEAM COUNT[R 42" . �� BEARING , n�j� IN/ L..1 (2 c> • • ___ _....____ 1 ELECTRICAL LEGEND NOTE: OUTDOOR SHOWER &_CHA GING o i v ...,./ NON WINDOW/DOOR CASING, BASO SHOWER_ „ �'� COMBUSTIBLE STONE FLOOR RECESSED INCANDESCENT CROWN MOULING, DOORS'TO MATH N o 1 TYPE X GYP BD. EXISTING. a WSTOVENA EA D j'I p RECESSED DIRECTIONAL ' INCANDESCENT FIXTURE IK WALL MOUNTED �/ �1 0 o LIVING ROOM FOOD INCANDESCENT -�- SURFACE MOUNTED 4 t STOV [ h INCANDESCENT C. �� SURFACE MOUNTED o $1 FLUORESCENT I 01 r : . ♦, d�CASABLANCA TYPE - "� / I14'_BP' ® RECESSED EXHAUST FAN SPA ' V) "I' ° //:/ ,d ,/,�) / _VENTED TO THE EJfTERIOR ✓ Ayf N. CEILING FAN 11\ 1e DUPLEX OUTLET ` CEILING MOUNTED 0 (y I . NEW WALLS DUPLEX OUTLET \ kg 1 zo 1a 220V OUTLET N 1 l!n/' �'� pp ® OUTLET F(V RRIFY ir 1 TELEPHONE OUTLET / EXISTING TO REMAIN WALLS 4 DATA OUTLET I 177 TELEVISION OUTLET SPEAKER LOCATION - - - - REMOVALS ® 110 VOLT SMOKE DETECTOR © CARBON MONOXIDE DETECTOR FIRST FLOOR PLAN FRED AR 4c;s ,. /76/4.X' v," r `p V f,, iASf ! h p i'''.K , ti'If. t.1',5N CYPHERD RESIDENCE ADDITION SCALE: 1/4" = 1 FOOT FIRST FLOOR PLAN SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE FILING DATE: 3/15/07 REVISIONS: A _ 3 0 0 As K-----e11}__ _.J.JI MASTER BEDROOM i LO [ s,_w. CLO �Q sD TUB CLO i I -il"---\ 1 STAIR DOWN /^^ �,�'� RELOCATED © / I \ o _ LAUNDRY 1 ® / HP�LL \ OR \M RELOCATED MEDICINE ROOMS / \ ' caBINEi ROOF BELOW � _/ _ _ _ _ �z E>>� �1 • UP-0111 rl \ [1i WITH LIGHT / / ^STAIR IP 1-I \ \ ,'I USE EXISTING / "-I 'WA 1 VENT. EXTENDS -! THROUGH NEW e / / ROOF / I� , H �- I \I CLO N : 11 • / / "' ! ! - _ill \ \ ROOF BELOW 2 1,--2'--6— I ` ' 1 -1_ _ ■ „'-0" L:I! ;..■ 6'_0"cLo ■■.■, . �� �I'�i j 'iB� �N�r CLO _ 11 ini- \ ARE SE CLOSET DOOR BEDROOM BED f�00M BEDROOM FROM FROM _ `� NOAH'S ROOM ELECTRICAL LEGEND bi� 4- RECESSED INCANDESCENT 1 1i i* RECESSED DIRECTIONAL0 INCANDESCENT FIXTURE _ ! �� �I 132( WALL MOUNTED ® o I I o INCANDESCENT f � SURFACE MOUNTED I m INCANDESCENT III I I SURFACE MOUNTED 11 -� 12 11'-Bi" - FLUORESCENT ® RECESSED EXHAUST FANiniiMME =i` 'Y 11ti'i II II A.. __"____._, -.__._11____.41-___ VENTED TO THE EXTERIOR 7'-23" 11'-93" 11'-93" 7'-21" "CASABLANCA" TYPE 38' 0" CEILING FAN DUPLEX OUTLET 0 CEILING MOUNTED , , NEW WALLS 0- DUPLEX OUTLET 220V OUTLET FLUSH FLOOR MOUNTED EXISTING TO REMAIN WALLS U OUTLET (VERIFY LOC.) / TELEPHONE OUTLET 4 DATA OUTLET III TELEVISION OUTLET -- -- - REMOVALS SPEAKER LOCATION ©D 110 VOLT SMOKE DETECTOR © CARBON MONOXIDE DETECTOR SECOND FLOOR PLAN „caw ARO , rt �ZABS Ctt c°11'3X1 '° , Ai 9 ,4 / � ` ,9r<266 -- 7.1#0"- OF NC.N CYPHERD RESIDENCE ADDITION SCALE: 1 /4" = 1 FOOT SECOND FLOOR PLAN SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FILING DATE: 3/15/07 REVISIONS: . A _ 4 ' I I I I I I I I I I I I I I I I I I I I I I I J I 1 1 1 1 1 1 I I I I I L I I I I I I I I I I I I I I I I I I I 4 “ 11 I I I I I I I I I I I I I I I I I I I III 11 III I II I 5�� h I I i t?' q,1 r I I I I I IIII 1 I I I I III 1 I I 1 1 I ' + 1 ■■■■■■■■■■ 4 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �'' � N � - _.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■a■ t' , ; ��! 1tII"!1■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ a ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■ mss; , ° „ �I \ 1 t (sk Iltal 0 \ i ? I■..■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �,���\ We i _ _ C' '►�1' rY�q �, � �_ e e e S■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I �N,�' 1 r \‘,1‘T:\ �-- �� ��_. \ ��9r. DINING ROOM ADDITION �— ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I IS II1\,�\ \ . � ►.�:; i� == — _ _ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ $'& I ssssssssssssssssssss I- - — " i, , % I__ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ,, y _,. JI I �► r� i'Y 1■■■■■■■■■■■■■■■■■■■ _ — f —_ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I ,� ;If�� I ` ( ��t ■■■■■■■■■■■■■■■■■■ — I _ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ .�,SAi � I �.■■■■■■■■■■■■■■■■■■■ __ — - - — ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ' ..�■■■■■■■■■■■■■■ ■■■■ _-■■■■ ■■■■■■■■■■■■■■■t-_ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I ;/ 1■■■■■■■■■■■■■■■■■■■ � -y� CS 47 )7liq �f — - -- , %F, tll 1 .Ma _ _ _ ( ' �= C�� Ii��S EXISTING — ' :j �R'Y ��^y� _ 011 �i / M= �� TYPICAL a r o 1 4 I ��� 'ME =lot v`- ' . 411Yi �1 Irmi TO ,1�rQa. ill I A I , ! =MI=. —3046 I IMWIMim ;,vo'�, �lipy� � ,w?�n 'w.. �r'1 1`� ,4 401 1 \ 1 • �LREMAIN v j10•� 'aq, v all v -- _ r n— = 4NDERSEL . v. ' �, a �l'I �' 'a;Vc 1 1� �I Nh� ,.. 3646 3646 i Or / 111= �CiI!! Gra P4!'y,l�aP, , 1 ♦ ,' •. aJ. •.]L_. . rim �r� �1�,� +#41 ��' 11 +,AY Q �� '� ME __ aR ...taw L� .I vpa� w y7 Y". -Ilu�'�'% II 1� v OA ¢`/ iY7.11em E.T.R. 1 � '� � ��r` 'Nj1�Hi ,' �ryi �I ,\ GRUy^2^I `l t i`\h1teN�',.'�,.If:.�l-;;," mar_ f ,_ 'i7�I tilesin 4i14 A Id il _� — r! :!. .rrr r_9 Y. SJR 4 I ffi J .__ on_ I` ''�_ raWi,tt- M3.'.�_ -.I- "- y r l� • {� � �." r. A :. TaI'i ire-42n _ • 'A' ,.'_-P ;.a ,r..,.. G; � A se o • asc A w', :.-..qP �_ 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 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 I I I I I I I I I I I I I I I im ■■■■n■■■■■■■■■■■■■■■■■■ ■■■..■■..- I I , n• .i iii ■ nnn EXISTING TO REMAIN ■■■■lI■E■■■■■■■■■I414,�.11_SW�!v�'�■■per ■■IM11■■IIIM■W/iilM7.71;11'I■� ■■■Pr :+3arwaximsu.1��:1e3t------ ■■■■■I■■■■■■■■■■■■■■■■■■■■■- ni in 1 ==_=_ ■■■■im nom■ MEEE ■■■■■■■■■■■_■- y.161�li3,6,L�_===—t� MATCH EXISTING OVERHANG, VENTING SOFFIT IIII.. ------ THROUGHOUT NEW ADDITION (TYPICAL) ■ ' . IMI= �� _ � _ �_I RELOC. 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FRAMES RELOCATED y 6 Ds — — --- — — sSS! dQJSSl4lJ_.!¢ t!•!¢•s!¢!¢!!llss!!•4 — —a tl•d•••••••••••••••• •••••!••••!+••••.!.!1 �I �� -- — - - -- = a�Y�)'I4r ' A�.MA �' ••• H••••♦•••♦ , -♦'♦Y'." i' •".'.• vvY•Y'.v-vvvso• .e♦www_a♦.♦www.cw•w.a ♦ !•1i}i!♦4!♦ri!QQi .�iAS? !♦!!♦S2i? !!♦A!♦! �� o SOUTH ELEVATION .�EREpgR ?` 7.1 o a r+ � • m* r- j1 `�j•�, n �C; OF- 10 CYPHERD RESIDENCE ADDITION SCALE: 1/4° = 1 FOOT SOUTH & WEST ELEVATIONS SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FILING DATE: 03/15/07 REVISIONS: A .. 6 STOP OF RIDGE • MANUFACTURED SCISSORS TRUSS (ACTUAL CONFIGURATION OF STRUCTURAL MEMBERS DESIGNED BY /�� FACTORY. ENGINEER STAMP REQUIRED.) � r CO -00 0GYP. BD. CEILING 411,1111.t.._ SECOND FLOOR 1'-0" TRIPLE 2X12" HEADER ��=.m.., ; TOP PLATE IA 38'-0" i�tdi094���i�0i�0�J� �ii�U1��0i�000��i�i9�0�► i�ii�i < =0� � • U 9 0 m 10 �♦ BLOCKED 2X8" COL R TIES AF'IXED TOcv ►� ROOF RATER. TRIMM D WITH NER CHO CE11! _• OF WOOD. 11'-63° +53" ►: .� 1 Y-83 wa �i .. SUB FLOOR SECOND FLOOR �T� i ,iii► �� i� ii �i �i�i��ii�i Ela �iii�Ii�Ii�ii�i��i,ii ...- III �� ,�ii,�iy ► �i�i� ota- • (3) 2X10" BUILT UP BEAM SPIKED 32" 0.C. •♦ TRIPLE 2X12" HEADER ►4. 1lIIIfI IIII M 2X12" HEADER TRIPLE 2X12" HEADER 11111 I. ei 1 m • i Q FIN FL. ( ) ( I 1 1 1 1 _-I- _(- ) _I 1 ( 1 1 —I ( ( . FIRST FLOOR 1 I 11 I II II II I I I� I II I I I I 11 -M -I-a it II-1 II-II / 1 II • 4 GRADE b 1 03m 14'-6B" le 1 i • BASEMENT FIN. FL. • A &S� >>A W. /.rto tr 11 * g1.1,Tt!�(L1 * LOOKING SOUTH SECTION A (FRAMING SHOWN WITHOUT FINISHES) ,,.nle Y •r_NON CYPHERD RESIDENCE ADDITION SCALE: 1/2" = 1 FOOT SECTION A SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FILING DATE: 3/15/07 REVISIONS: A _ 7 vj o In Sark lir it !Ara IN" riT ' v Init .t. 448.4 4 tea • 40lib /1 41111 VOL, 40 gate, .OP • sb 4400- 0 nab, II - ms's E , MANUFACTURED SCISSORS TRUSSES • .. N2 PITCH 45 LB. PSF SNOW LOAD AREA 38' SPAN WITH 1' OVERHANF EACH SIDE. • FOLLOW MANUFACTURER'S INSTRUCTIONS AS TO: 1. SPACING Ill 2. SEAT TO RECEIVE TRUSSES I � 3. LATERAL BRACING (NOTE HIGH WIND AREA 120 MPH 3 SEC GUST). ►� 4. PLACEMENT OF INSULATION 5. ATTCHMENT OF GYP BOARD CEILING. • :� VERIFY, WIDTH OF HOUSE, HEIGHT OF THE EXISTING ROOF PEAK FOR FIT OF TRUSS AND FINAL HEIGHT OF TOP PLATES TO RECEIVE TRUSS. O O • s ►. 2 -3 _ ill • as • • • r ►41 '' !IT TRIPLE 2X12" BUILT UP BEA II II �� I EF .. 1 ian ik 111 , oco :• M NI • •• n of HI N 16,_0" MQa NOl J _I Kew AI A r` tt�0 0JZA►r, � 'I 1 c LOOKING EAST SECTION B �* i �eC� '1c Wi IJc':f CYPHERD RESIDENCE ADDITION SCALE: 1/2" = 1 FOOT SECTIONS SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631) 788-7434 ISSUE: FILING DATE: 3/15/07 REVISIONS: A _ 8 CYPHERD Nailing Schedule: Joist to Sill, Top Plate 4-Ed 4-10d per joist - - For connections not made by other means such as Simpson Ties or Girder Figure 2.2e Typical Wind Uplift Connections (Toe-nailed) _, -__,d,_.., .�—__._.�__ ___ _ _ __ Bridging to Joist 2-Ed 2-lOd each end _ v 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-ed 2-10d each end CROSS SECTION END VIEW Joint Description Number of Common Number of Box Nail Spacing (Toe-nailed) Nails Nails Blocking to Sill or Top 3-16d 4-16d each block its%its Plate Rafter to Top Plate 3-Bd 3-10d per rafter (Toe-nailed) � r 111111111 (Toe-nailed) (Table 3. 4A) (Table 3. 4A) Ledger Strip to Beam 3-16d 4-16d each joist WCeiling Joist to Tap 3-8d 3-10d per joist (Face-nailed) =_Plate (Table 3. 4A) (Table 3. 4A) Joist on Lodger to Beam 3-8d 3-16d per joist - SIMPSON MTS 12 EA. (Toe-nailed) - � .Rill� - ' RAFTER Ceiling Joist to Parallel 3/12 slope: 15- 3/12 slope: 15- each lap (Toe-nailed) - ► — Rafter 16d 40d Band Joist to Joist 3-16d 4-14d per joist (Face-nailed) 4/12 slope: 11- 9/12 slope: 11- Band ��, � 16d 40d Band Joist to Sill or Top 2 l6d 3-16d per foot 7-12/12 slope: 7-12/12 slope: Plate 4-16d 4-40d (Toe-nailed) \\\\ (Table 3. 9A) (Table 3. 9A) Structural Panels 8d 10d 6" spacing @ ALI O Ceiling Joist Laps Over 4-16d each lap Partitions (Table 3. 9A) (Table 3. 9A) As per Table As per Table edges, ' (Face-nailed) 3. 10 3. 10 perimeter, ---- =1 -�` �� I SIMPSON MSTA 36 4' O.C. AT EA. SIDE Collar Tie to Rafter 3/ 12 slope: 3 ea. 3/12 slope: 3 ea. per tie lookout block, MIT 1{ /' � + HEADERS & AT CORNERS Face-nailed) assuming 12" end end rake, endue //,/ strap 1. 5" wide 4/ 12 slope: 2 ea. 9/12 slope:2 ea. wall. E \1/4.,___ E end end 12" spacing @ 7-12/ 12 elope:2 7-12/12 slope: 2 panel interior ea. end ea. end (Table 3. 6A) (Table 3. 6A) Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" Alli'. �.� Blocking to Rafter 2-Bd 2-10d each end fieldis (Toe-nailed) I 4111-7,31i Rim Board to Rafter 2-16d 3-16d each end Structural Panels Ed 10d 6" spacing yy*** (Toe-nailed) edges {j, � SIMPSON LSTA 18 4' O.C. AT EA. SIDE 12" spacing �8 � � HEADERS & AT CORNERS Top Plate to Top Plate 2-16d (1) 2-16d (1) per foot interior (Face-nailed) Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" �'l IT� Top Plate at 4-16d 5-16d joists - ea. field Mir Intersections aide (Face-nailed) Structural Panels 1" or 8d 10d 6" edge/12" � . Stud to Stud (Face-nailed) 2-16d 2-16d 29" o. c, less lOd 16d field Header to Header 16d l6d 16" o. c. @ Structural Panels greater 6" edge/6" (Face-nailed) edges Top or Bottom Plate to For walls < For walls 8- per stud than 1" field Stud (End-nailed) 16' high 2-16d 16' high; . . 2-40d 1. Mailing requirements are based on wall sheathing nailed 6 inches on-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, Eandjoist, edge to obtain higher sheer capacities, nailing requirements for structural Endjoist or Blocking members shall be doubled, or alternate connectors, such as shear plates, (Face-nailed) shall be used to maintain the load path. . . 2 . When wall sheathing is continuous over connected members, the tabulated 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 IEC for additional requirements . . AMFRICANWOOOcW IL I I ROOF VENT VENT J. r T T r T J 7 7 T 7 H 8 0 91 ir ter a —1/4j _ LOJ CLOTHES v I WASHER SHOWER SECOND FLOOR / T CLEANOUTI l ICLEANOU�� ` ` _ ��� �J i \ _I 8 0 \ SINK f" 1 '�(rII- DISH �-.,/ ( I 0 J EXTERIOR F.A.I. WASHER FIRST FLOOR I \ 1 1� � N. CLEANOUT GARBAGE DISPOSAL CELLAR 0 W \S1.t EDB RO. C4 �? fT i4 Q� f ;.i )� fit PLUMBING RISER DIAGRAM (EXISTING TO REMAIN, NEW, ) * l,„ ' Piga CYPHERD RESIDENCE O N FISHERS ISLAND SCALE: NOT TO SCALE NAILING SCHEDULE, TIES AND A DATE: 3/15/07 PLUMBING RISER DIAGRAM m 9