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HomeMy WebLinkAbout30232-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31431 Date: 02/10/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1000 RAMBLER RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 5 Lot 18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 31, 2004 pursuant to which Building Permit No. 30232-Z dated APRIL 12, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & 2ND STORY BALCONY AS APPLIED FOR. The certificate is issued to LIA POLITES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0149 02/09/06 ELECTRICAL CERTIFICATE NO. 97942C 01/04/06 PLUMBERS CERTIFICATION DATED 01/19/06 THREE B'S PLUMB.&HEATING ut oriz d Si ature Rev. 1/81 ( S_�/6) � t Form No.6 TOWN OF SOUTHOLD w BUILDING DEPARTMENT TOWN HALL, p 765-1802 S V APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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 CCpp 11 ((�� 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, AlterationsFtb'd�JelHng$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 r Date. ) —o New Construction: V Old or Pre-existing Building: (check one) / Location of Property: 1600 R4j House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot a Subdivision Filed Map. Lot: Permit No. 30.a3-2 R— Date of Permit. Applicant: W <'aNaou,L j 254 1-c"to u c Health Dept. Approval: t/ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appli ant Signature �9 ?63 coF_-31V3! Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 1/412006 375 Dunton Avenue 979420 East Patchogue,New York 11772 (031)296.0042 Issued To: Ms. Lia Polites Street: 1000 Ramblers Road Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor:E feStairEfecfrlc " - Lic. ; X338--E Was examined and found to be In compliance with the National Electrical Code. ❑ Commercial ❑ NV Dsbcts ❑ Pool X tat Floor X Indoor X Basement ❑ Hot Tub 757 Residential ❑ Dat.Garage ® Attic X 2nd Floor X Outdoor ❑ Addition ❑ Survey Switches Receptacles Fhrtures GR Heaters A/C Pans 49 57 64 11 2 13 Dishwasher WashedAmps Dryer/Amps Oven Rangs✓Amps Microwaves 1/20 1 20 1 GAS 1 GAS 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 3 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 ❑X / 1 Bldg. Permit: Other Equipment 1- 200 Amp Main Breaker Panel/2- 15 Amp Air Handler Disconnect/ 1- Garage Door Opener Receptacle/ 1-20 Amp Well Hugo S. Surdf Disconnect/ 1- 40 Amp A/C Disconnect/ 1- President 0 Amp A/C Disconnect Rough Inspection: 08/09/2005 Inspector: John Me Mahon III Final Inspection: 12129/2005 Inspector: John McMahen III This certificate must not be tittered in any manner. Inspectors may be Identified by their credentials. 1 own I Inll, 53095 Mnln Road cd� Z Pax (516) 765-1023 P. O. Dox 1179 v- 1eiephone (516) 765-1802 Southold, New Yolk 11971 17I OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E It 'r 1 is I C A 'r 1 0 H DivrE: January 19 , 2006 Building Permit` JNo . _ 3o,23�t 7— Owner: L1✓�_.�i1� / � -- (Please print) P) untber: Three B' s Plumbing, Heating & A/C Corp. --(pleas- -- -e_ p )irinL) 1 certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( Plumbers Signature) Sworn to before me this 19th day of January 2006 Notary Public, Suffolk County Eileen M.Roache Notary Public,state of New York No-4626942 Qualified in Suffolk County Commission Expires January 31,20 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. 30232 Z Date APRIL 12 , 2004 Permission is hereby granted to : LIA POLITES 990 STH AVE NEW YORK,NY 10021 for CONSTRUCTION OF A NEW SINGLE FAMILYD WELLING AS APPLIED FOR at premises located at 1000 RAMBLER RD SOUTHOLD County Tax Map No. 473889 Section 088 Block 0005 Lot No. 018 pursuant to application dated MARCH 31, 2004 and approved by the Building Inspector to expire on OCTOBER 12 , 2005 . Fee $ 1 , 472 . 70 11 A i th riz d ignature ORIGINAL Rev. 5/8/02 ho�aoF souTyO6 rnuxn TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FIN%S %,T—Y [ ] FIREPLACE & CHIMNEY [ ] FIRINSPECTION REMARKS: DATE °' INSPECTOR E�Y11 G� pF SOOTyolo �y000MV TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION G/ REMARKS: �^✓d✓ Lf-� I�S�� c f do�P < t( ' DATE INSPECTOR y 3 z -z;>-- 765-1802 z765.1802 BUILDING DEPT. INSPECTION [Al/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ! © INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 1'9 INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. I 14 Re: Framing/Plumbing/Strapping Inspection Lia Polites 1000 Rambler Rd. Southold, NY 11971 Permit#30232 To Whom It May Concern: After a Framing, Rough Plumbing, Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A pressure test was also performed on the plumbing system. Any other questions please call. Y 4 � b°fpcerely �sF0 1,VC) 07250 fipFESS / J es J. erkoski JAMESJ. Dt,,ERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 119.52 (631) 198-7116 To: "Town of Southold Re: Insulation Inspection 1 4 Lia Polites i IOODRamblcr Rd. Southold, NY 11971 — "----- Permit# 30232% To Whom It May Concern: An Insulation Inspection was preformed al the above mentioned property, all insulation was installed as per P4ui and meets all State and local Building Codes. Any questions please Teel Irce to call. OF E 10 Sh crely sfi w m #' LU Jam e os . 0 5ti ti AgOFES$ Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\D&T SOUTH.rck PROJECT TITLE: D&T Unique COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 04/01/04 DATE OF PLANS: 03-22-04 PROJECT DESCRIPTION: D&T Unique RAMBLER ROAD SOUTHOLD,NY. 11971 SOUTHERN PROJECT DESIGNER/CONTRACTOR: EAST END DESIGN ASSOCIATES LLC 5130 MAIN BAYVIEW RD. SOUTHOLD,NY. 11971 PROJECT NOTES: ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE UNITS OR EQUAL ALL DOOR TO BE U40 OR GREATER COMPLIANCE: Passes Maximum UA=528 Your Home UA=507 4.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1346 30.0 0.0 47 Ceiling 2: Cathedral Ceiling(no attic) 249 25.0 0.0 10 Wall 1: Wood Frame, 16"o.c. 3143 19.0 0.0 149 Window 1: Wood Frame:Double Pane with Low-E 487 0.340 166 Door l: Glass 94 0.330 31 Door 2: Glass 24 0.400 10 Door 3: Solid 47 0.400 19 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1595 19.0 0.0 75 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, • specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy 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 is C Builder/Designer !w a-R Date d`(-02-0`f KVFleck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release le DATE: 04/01/04 PROJECT TITLE: D&T Unique Bldg. Dept. Use I Ceilings: [ ] I I. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-25.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: ( ] I 1. Window ]: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: I Doors: [ ] 1. Door 1: Glass,U-factor:0.330 Comments: [ ] I 2. Door 2: Glass,U-factor:0.400 Comments: [ ] 3. Door 3: Solid,U-factor:0.400 Comments: I Floors: [ ] 1. Floor l:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 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,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: Alliance Abstract of New York, Inc. 120 Fourth Avenue • Bayshore,New York 11706 (516)666-4900 Fax:(516)666-6606 Policy Writing Agent For Fidelity National Title Insurance Company of New York VARIANCE SEARCH TITLE NO. : C4133-03S Alliance Abstract of New York, Inc. , hereby certifies to the Town of Southold, Suffolk County, New York, that it has caused a search for conveyances only in the Office of the Clerk of the County of Suffolk against the premises herein set forth from 1/8/1902 to date and the results are as shown on the sheets hereto annexed and made a part hereof . The li y 0f this company under this certification is limi d o $25, 000 . 00 1 ability. l �LI�DA TIRADO TITLE OFFICER SWORN TO BEFORE ME THIS (q H DAY OF J NE, 2003 n. NOTARY PUBLIC $AFAMMATANOWSIQ N*"FdMe,$beef1lWV ik S~Cw*,N&A1K ff138 Tem bow faL$,-2�S TITLE NO. : C4133-035 1000 - 088 . 00 - 05 . 000 -018 . 000 SUBJECT PREMISES STEPHEN WALLER DATED: 1/8/1902 ANNIE WALLER RECD: 1/8/1902 TO LIBER: 915 JESSE H. TERRY PAGE: 9 JESSE H. TERRY DIED 2/11/19, SURVIVED BY CAROLINE TERRY - WIDOW AND HOWARD H. TERRY - SON. CAROLINE TERRY DIED 1/3/27 . HOWARD H. TERRY DIED 1/6/27 . SURVIVED BY MARY TERRY - WIDOW, HOWARD M. TERRY, CAROLINE T. TERRY AND JONATHAN H. TERRY - CHILDREN . MARY TERRY DIED 7/4/34 . HOWARD M. TERRY DATED: 3/20/56 JONATHAN H . TERRY RECD: 3/21/56 CAROLINE T . ROSE LIBER: 4086 TO PAGE: 269 HELEN G. COCHRAN HELEN G . COCHRAN DATED: 7/29/68 TO RECD: 7/31/68 JOSEPH E. HOFMAN LIBER: 6392 HELEN D. GRELL PAGE: 226 LI DA TIRADO -TTtLE OFFICER Sworn to before me this / q TH DpA,Y, OF JUNE, 2003 NOTARY PUBLIC BARBARAMAZAROWSKI Nabry tdkl Stab d New York SaOaBIX 01MA8065138 TMft Oef 7",S, 2 TITLE NO. : C4133-035 1000 - 088 . 00 - 05 . 000 -018 . 000 SUBJECT PREMISES CONT'D JOSEPH E. HOFMAN DATED: 9/25/68 TO REC ' D: 10/15/68 HELEN D. GRELL LIBER: 6437 PAGE: 318 LUCILLE SCUDARI / DATED: 6/15/74 EXECUTRIX OF ✓/ REC ' D: 7/1/74 HELEN D. GRELL LIBER: 7638 TO /' PAGE: 349 SOPHIE HOFMAN SOPHIE HOFMAN DATED: 7/10/95 TO REC ' D: 7/10/95 SOPHIE HOFMAN / LIBER 11132 AND PAGE: 398 JOSEPH E . HOFMAN THE SOHIE HOFMAN LIVING TRUST AND TRUSTEE DIANE L. MOORE (FIRST SUCCESSOR " BRIAN T . HOFMAN, (SECOND SUCCESSOR) LAST DEED OF RECORD h LDA TIRADO ;ADA OFFICER Sworn to before me this Iqq TgHH DAY OF JUNE, 2003 NOTARY PUBLIC BARBMB" MAZAROW5K1 NNmry Public,State of New York Idbik CourAy,No.01MA8006130 Tena Dow Oct 9,j��!�' TITLE NO. : C4133-035 1000 - 088 . 00 - 05 . 000 -017 . 000 PREMISES ADJOINING THE SOUTH STEPHEN WALLER DATED: 1/8/1902 ANNIE WALLER RECD: 1/8/1902 TO LIBER: 915 JESSE H. TERRY PAGE: 9 JESSE H. TERRY DIED 2/11/19, SURVIVED BY CAROLINE TERRY - WIDOW AND HOWARD H. TERRY - SON. CAROLINE TERRY DIED 1/3/27 . HOWARD H. TERRY DIED 1/6/27 . SURVIVED BY MARY TERRY - WIDOW, HOWARD M. TERRY, CAROLINE T . TERRY AND JONATHAN H. TERRY - CHILDREN. MARY TERRY DIED 7/4/34 . HOWARD M. TERRY DATED: 3/20/56 JONATHAN H. TERRY RECD: 3/21/56 CAROLINE T . ROSE LIBER: 4086 TO PAGE: 269 HELEN G. COCHRAN HELEN G. COCHRAN DATED: 12/21/60 TO RECORDED: 1/3/61 THORVALD REIERSEN LIBER: 4929 GYDA REIERSEN PAGE: 496 G ` � LI DA TIRADO -TITLE OFFICER Sworn to before me this I ITH DAY OF JUNE, 2003 n 'NOTARY PUBLIC BARBARA MA7ARCWSKI Notary PrbNe,Stab of New York Saffakeavoll^81MA6965138 iorrnD fkt.%*2. !!- TITLE NO.C4133-03S 1000 - 088 . 00 - 05 . 000 -017 . 000 PREMISES ADJOINING THE SOUTH GYDA REIERSEN, DATED: 2/21/75 SURVIVING SPOUSE OF RECORDED: 2/25/75 THORVALD REIERSEN LIBER: ?801 TO PAGE : 961 GYDA REIERSEN RALPH REIERSEN CAROLYN ASPLUND CAROLYN ASPLUND / DATED: 12/21/93 INDIVIDUAL AND CO-EXECUTOR ✓ RECORDED: 3/8/99 OF THE LAST WILL AND LIBER: 11666 TESTAMENT OF GYDA REIERSEN PAGE: 919 DECEASED AND RALPH REIERSEN TO RALPH REIERSEN LAST DEED OF RECORD. LIN A TIRADO LE OFFICER Sworn to before me this (� TH DAY OF JUNE, 2003 NOTARY PUBLIC BARBARA MAMWSKI Netu9 p§Mlt,Stale of kwYuk TITLE NO. : C4133-035 1000 - 088 . 00 - 05 . 000 -010 . 000 PREMISES ADJOINING ON SOUTHWEST STEPHEN WALLER DATED: 1/8/1902 ANNIE WALLER RECD: 1/8/1902 TO LIBER: 915 JESSE H. TERRY PAGE: 9 JESSE H. TERRY DIED 2/11/19, SURVIVED BY CAROLINE TERRY - WIDOW AND HOWARD H. TERRY - SON. CAROLINE TERRY DIED 1/3/27 . HOWARD H. TERRY DIED 1/6/27 . SURVIVED BY MARY TERRY - WIDOW, HOWARD M. TERRY, CAROLINE T. TERRY AND JONATHAN H . TERRY - CHILDREN. MARY TERRY DIED 7/4/34 . HOWARD M. TERRY DATED: 3/20/56 JONATHAN H. TERRY RECD: 3/21/56 CAROLINE T . ROSE LIBER: 4086 TO PAGE: 269 HELEN G. COCHRAN HELEN G. COCHRAN DATED: 1/2/71 TO RECORDED: 2/1/71 JOHN B. WATSON LIBER: 6878 GLORIA WATSON, HIS WIFE PAGE: 497 L DA TIRADO TITLE OFFICER Sworn to before me this / I TH DAY OF JUNE, 2003 6z��. NOTARY PUBLIC t' ',RRARA MAZAROWSKI Notary Pubk,Stale of New York Sul et Onft NLIlMA6065138 Tom BOW ft9,?-�e'C TITLE NO. : C4133-03S 1000 - 088 . 00 - 05 . 000 -010 . 000 PREMISES ADJOINING ON SOUTHWEST CON' T JOHN B. WATSON DATED: 4/1/77 GLORIA WATSON, HIS WIFE RECORDED: 4/5/77 TO \ LIBER: 8215 CLAUDE LEONARD PAGE: 340 NINA LEONARD, HIS WIFE ROBERT C . LEONARD r DATED: 6/23/89 NINA LEONARD RECORDED: 7/6/81 TO LIBER: 10889 SALLY WOLFE PAGE: 466 LAST DEED OF RECORD . 1 LI lDA TIRADO /LE OFFICER Sworn to before me this TH DAY OF JUNE, 2003 NOTARY PUBLIC ` BARBARAMATAROWSKI Notary PM M,Slab dNow York SoNolk ,Na*1MA6065136 Taw Oot 9,Zook' TITLE NO. : C4133-03S 1000 - 088 . 00 - 05 . 000 -009. 000 PREMISES ADJOINING ON NORTHWEST STEPHEN WALLER DATED: 1/8/1902 ANNIE WALLER RECD: 1/8/1902 TO LIBER: 915 JESSE H. TERRY PAGE: 9 JESSE H . TERRY DIED 2/11/19, SURVIVED BY CAROLINE TERRY - WIDOW AND HOWARD H. TERRY - SON. CAROLINE TERRY DIED 1/3/27 . HOWARD H. TERRY DIED 1/6/27 . SURVIVED BY MARY TERRY - WIDOW, HOWARD M. TERRY, CAROLINE T. TERRY AND JONATHAN H. TERRY - CHILDREN. MARY TERRY DIED 7/4/34 . HOWARD M. TERRY DATED: 3/20/56 JONATHAN H. TERRY RECD: 3/21/56 CAROLINE T . ROSE LIBER: 4036 TO PAGE : 269 HELEN G . COCHRAN HELEN G. COCHRAN DATED: 3/18/72 TO RECORDED: 23/25/72 RUTH McADAMS LIBER: 6905 PAGE: 1 LI A TIRADO TLE OFFICER Sworn to before me this (� TH DAY OF JUNE, 2003 ' NOTARY PUBLIC BANlANA I NohryPdjk,ShbNNMrYek swWcwoq,kAlM11i 13$ Tmmv- &IS, 2- 0! TITLE NO. : C4133-035 1000 - 088 . 00 - 05 . 000 -009 . 000 PREMISES ADJOINING ON NORTHWEST GEORGE F. McADAMS, EXECUTOR DATED: 10/21/72 LAST WILL & TESTAMENT RECORDED: 11/30/72 OF RUTH K. McADAM LIBER: 7293 TO PAGE: 272 JAMES EOANIDIS MARY EOANIDIS, HIS WIFE JAMES EOANIDIS DATED: 8/17/82 MARY EOANIDIS, HIS WIFE RECORDED: 8/23/82 TO LIBER: 9229 JAMIE GALARZA PAGE: 178 DIANE E. GALARZA, HIS WIFE JAMIE GALARZA DATED: 5/14/96 DIANE E . GALARZA RECORDED: 5/21/96 TO LIBER: 11774 MICHAEL D'ARCANGELO PAGE: 816 NATHALIE ANN D'ARCANGELO LIN A TIRADO TLE OFFICER Sworn to before me this (�TH DAY OF JUNE, 2003 `NOTARY PUBLIC T BARBARA MAIAROWSKI NMry Paw,State of NewYork sonollC q,Ne.OIKWN138 Ywi E�gkOe fki.8,2.-"oIC TITLE NO. : C4133-035 1000 - 088 . 00 - 05 . 000 -009 . 000 PREMISES ADJOINING ON NORTHWEST MICHAEL D' ARCANGELO DATED: 11/15/00 NATHALIE ANN D' ARCANGELO RECORDED: 12/8/00 TO LIBER: 12089 RALPH G. TENEBRUSO PAGE: 359 LAURA A. TENEBRUSO LAST DEED OF RECORD. LI A TIRADO — TITLE OFFICER Sworn to before me this 0 TH DAY OF JUNE, 2003 °NOTARY PUBLIC �j SAR6ARA MAWDwrrc Notary Pontic,State of Nuo cork So"Coanty,No.01MA6065138 Tom =Dot 6, TITLE NO. : C4133-035 1000 - 088 . 00 - 05 . 000 -019 . 000 PREMISES ADJOINING ON NORTH STEPHEN WALLER DATED: 1/8/1902 ANNIE WALLER RECD: 1/8/1902 TO LIBER: 915 JESSE H . TERRY PAGE: 9 JESSE H. TERRY DIED 2/11/19, SURVIVED BY CAROLINE TERRY - WIDOW AND HOWARD H. TERRY - SON . CAROLINE TERRY DIED 1/3/27 . HOWARD H. TERRY DIED 1/6/27 . SURVIVED BY MARY TERRY - WIDOW, HOWARD M. TERRY, CAROLINE T. TERRY AND JONATHAN H. TERRY - CHILDREN. MARY TERRY DIED 7/4/34 . HOWARD M. TERRY DATED: 3/20/56 JONATHAN H. TERRY RECD: 3/21/56 CAROLINE T . ROSE LIBER: 4086 TO PAGE : 269 HELEN G. COCHRAN HELEN G. COCHRAN DATED: 7/29/68 TO REC ' D: 7/31/68 JOSEPH E. HOFMAN LIBER 6392 HELEN D. GRELL PAGE: 222 LI A TIRADO TITLE OFFICER Sworn to before me this TH DAY OF JUNE, 2003 NOTARY PUBLIC BARBARA MATAROWSKI SdW 0",N&K ASSSS'n TWO Flip I bRS,7 00� TITLE NO. : C4133-03S 1000 - 088 . 00 - 05 . 000 -019 . 000 PREMISES ADJOINING ON NORTH HELEN D. GRELL DATED: 9/25/68 TO RECD: 10/15/68 JOSEPH E . HOFMAN LIBER 6437 PAGE: 320 JOSEPH E. HOFMAN DATED: 7/10/95 TO REC' D: 7/10/98 TRUSTEES JOSEPH E. HOFMAN LIBER 11732 THE JOSEPH E. HOFMAN PAGE: 397 LIVING TRUST LAST DEED OF RECORD LIND TIRADO E OFFICER Sworn to before me this TH DAY OF JUNE, 2003 NOTARY PUBLIC BhQbARAMAZAROWSKI Nehry Pvb k,StatedNow Yak SMIi Cer�q�,IN.NiMA8S66138 Tom O4lM#aS, �=S� TITLE NO. : C4133-035 PREMISES ON THE EAST RAMBLER ROAD 1\\ LIN A TIRADO ITLE OFFICER Sworn to before me this TH DAY OF JUNE, 2003 NOTARY PUBLIC BARBARA MAiARONISKI Notary PubNc,Stab of Now York Sdb&Guuty,No.NiMAGM138 Yon•DOW sat, ?�{ FIELD INSPECTION REPORT DATE COMMENTS r� FOUNDATION(1ST) - N9J� � N � -------------------------------------- FOUNDATION(2ND) b O ' 0 Sby ROUGH FRAMING& H PLUMBING r INSULATION PER N.Y. 3 STATE ENERGY CODE L FINAL r ADDrrIoxAL co NTs 1/10/4 ctC - �o a py, m �" ao o Cn w b - O G1 O z � a Or ` a x W � ro 0 H 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) 765-9502Oa3a� Survey www. northfork.net/Southold/ PERMIT NO. Check 37; 612.2 0 Septic Form j- N.Y.S.D.E.C. / 2 / T stees Examined ,20 J Contact: � Approved Z- 201 ;Dw Mail to: o C&J/z0 LL'- Disapproved a/c 375- .14-7-&c I GRal t(,E y 300W4. Phone: �s�b) Expiration / z L ,20 Bung Inspector / O•lJ 2�G� MIS 4 APPLICATION FOR BUI-LDING PERMIT _ Date 20_qJ_ 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 inspectio (Signature of applicantor n re,if a corporation) 37r wAr0; +r112Ac, E 50A old I NV, //9 °7/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 3Q1JJE/1 , 6CiJCknl C<)44AgC /60— . 4T4A/1"f �AnpE,/;rcy �55r✓s c, Name of owner of premises LIC, IDJI'fC, S 990 S4' AyC / "i'l u,y /a-OL/ (As on the tax roll or latest deed) IfAplicant 's a cog)ooraattion,ygnar of dul authorized officer (Name and title of co orate officer) Builders License No. Q&0 H Plumbers License No: Electricians License No. D of+f- Mrt i - I C Other Trade's License No. 1. Location of land on which proposed work will be done: 2a w, 01_r1Z ,21 SDq-+1,3 House Number Street Hamlet County Tax Map No. 1000 Section Y Block < Lot Subdivision Filed Map No. Lc71' (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S 1 u OL(,% DW -b J 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work _ (Description) 4. Estimated Cost a S , i� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor i If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use, 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Frontr y; Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height 3C F +- , Number of Stories a_ 9. Size of lot: Front O S • S Z Rear S . Depth y 3 y y 10. Date of Purchase 0 3 Name of Former Owner I)_ S k— I Z d 11. Zone or use district in which premises are situated t S t EA1 �9 of 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOX- 13. Will lot be re-graded? YES VNO—Will excess fill be removed from premises? YES �NO ,7 14. Names of Owner of premises L Ik ? 1(4 6 5 Address jQd S fWE '�tyi"Xone No. Name of Architect �Cas� GiD D4,4ff,rls Address 1-141-y &q ikw-PhoneNo 76C- Name of Contractor>{TUN 1 am I (,A22Address 37.1'NrtT,Ell PA4A(iPhone No.(f6` LiU -ti 8�Z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ( pO iV 4 G b R - (UN N s U H ` r#0S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe �RL$1�Gl� f dF � � U //i [llL� CudItUt/1 �j bCXIy,/.S TJ ( (Contractor, Agent, Corporate Officer, etc.) — I —� of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this y ofi 20� � � /. Notary ublic Signature of Applicant JW* im'" Yolk �er �-Y& SURVEY OF LOT 35 It is the app►i�2nt' r,, " rl�ib!►itY to MAP OF TERRY WATERS maintain adEgI!aZ ;unitary distance 00 SITUATED AT beetween a!i v:/ ;�; sup;}iy and sewage I O d!sBAYVIEW, TOWN OF SOUTHOLD y� I i t litips DWELLING WELL MATER SUFFOLK COUNTY, NEW YORK VACANT SEPTIC IN REAR DWELLINGF: 12/29/1958 MAP NO. 2901 WELL WATER I YTIC S.C.T.M. NO. 1000-88-5-18 SEPTIC IN REARO G NOTE: WELL MUST BE 3' DEEPER t$Iltr AREA = 14,835 SQ FT. A5 FOR EVERY FOOT LESS THAN 100' 0 6X ELEVATIONS U S.G S DATUM 3' X B' = IB ADDITIONAL DEPTH FE. COR. 0.1'E EL. 13.3 S 29'04'42"E' 143.44' a^. u e n _, .9 of m ;a_y }� J I ,1- I E s f t erv�a FD. PIN 0.65- HOLE 0.23'E CROSS WALK" �— ROP. fti WELL PEE PRORTY ONE O 110• � TO 0) 290 PROP. DWY. 1� "o .. > r r'r —fir..`T.tR\)•A� O � 01 � i5 :.N.hl, .WGfI�. i••� ^ 01 DWELLING .0 WELL MATER 44 W .0 Q. ^ O WELL UNSUITABLE SOILS MUST BE REMOVED AND REPLACED SEPTIC IN REAR IAD WITH A THREE FOOT CLEAN SAND AND GRAVEL COLLAR PROP. DMC. Op . AROUND THE LEACHING POOLS TO A DEPTH OF AT LEAST a LLING CF EL 13.0 DECK 0 V' WELL WATER SIX FEET INTO A STRATA OF TYPICAL LONG 'O PROP. Op. 35• a SEPTIC IN REAR ISLAND SAND AND GRAVEL. O SEPTIC DECK 10.28(15.2) ? SYSTEM GUARANTEES OR CERTIFICADONS ARE NOT TRANSFERABLE UNDERGROUND.UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. LDE D ZW 20 88, A O m THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE O 1 - c m �. ERECTION OF FENCES. RETAINING WALLS. POOLS. PATIOS, PLANTING AREAS. FE (15.5) EL. E 0 11yJi m •� ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT _" O 4 OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN EXP CO QFj.B _ ARE NOT GUARANTEED TION O THIS S A GROUND ELEVAT/ON DARKBBROWN y ? pi X57� 1 SECTION 71209 OF THE ZED DNEW YORK ON OR ISTATE T EDUCATION�.I COPIES OF THIS SUlRJVEY MAP 5 NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL SILTY LOAM OL NOT BE CONSIDERED A TRUE VALID COPY. 1' BROWN SILTY SAND A9 FD pIPE 035Ed 36 PAT T. SECCAFI C0 WITH IOX GRAVEL SM �! 3' S ''R;�t /� p n---'WELUNC A30 PROFESSIONAL LAND SURVEYOR, PSP. -- YELLOWISH BROWN FINE UCAVA�0 iYVSPLCTI .11 RbiEUIRWIWATERC IN REAR L 43 �O — SUCCESSOR TO — TO COARSE SAND SW BO r C WITH 5-IOS GRAVEL DWELUNG DONALD TASE, L.S. +_ zs WELL WATER eeaR ^^ RICHARD WILHELM AND ASSOCIATES SEPTIC WATER IN YELLOWISH L NORTHSTAR SURVEYING, P.C. AND PALE BROWN FINE j PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. TO COARSE SAND WITH 5--IOX GRAVEL SW A � GOOD GROUND SURVEYORS, P.C. IA' J3, W. TEST HOLE' (,� 328A Main Street 107am to Montauk Highway '(Y.�`'j Center Moriches, NY 11934 Hampton Ba s, NY 11946 BY. MCDONALD GROSCIENI Phone: (631) 878-0120 Phone: 631 728-5330 DATE.. 8/25703 Fax: (631) 878-7190 Fox: �631� 728-6707 REVISED: 2/1312004 `" N.Y.S. LIC. NO. 049287 FILE NO. T7516 SCALE. 1" = 30 DATE: 9/5/2003 COPYRIGHT — 2003 PAT T. SECCAFICO P.L.S., P.C. SURVEY OF LOT 35 MAP OF TERRY WATERS SITUATED AT I BAYVIEW, TOWN OF SOUTHOLD O SUFFOLK COUNTY, NEW YORK F. 12/29/1958 MAP NO. 2901 S.C.T.M. NO. 1000-88-5-18 4a AREA = 14,835 SQ. FT. ELEVATIONS U.S.G.S. DATUM PE. cox. 0.1'E EI.. Is.s S 29'04'42"E 143.44' 4 FD. PDP 0.65 N - 0.29'sCROSS WALK" W cn o -� 49.7 29.0' N O N o y ' ' .0' 43.9' 51 8 '-, o� o -A 1.0 0 !� w F�•a� w 9b rn MM 9' ?° o wl 44 44. NOTE: UNSUITABLE SOILS MUST BE REMOVED AND REPLACED j 4 38.0. a WITH A THREE FOOT CLEAN SAND AND GRAVEL COLLAR 10. AROUND THE LEACHING POOLS TO A DEPTH OF AT LEAST • Q� r v` SLY FEET INTO A STRATA OF TYPICAL LONG / J w o o ISLAND SAND AND GRAVEL. + 2p 8' O � GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES CO W 0 0' ME FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE tt$• $Y y4 1� m m ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS. PLANTING MEAS, cc ADDITION TO THER _,�^/■ ,y lO5'88 p1pE 0 49 S U OF NOYS, WETLANDS Ep SD/OR AND OEtSEMENTSSOF RECORD, IF ANY, NOT SHOWN YRUC77ON THE EKISTENCE OF GM `\ rJ•14 5 r"� SEC77ON 7209 OFIZED THE NEW YORK STATEO THIS EDUCATION LAW.IS A COPIES OF THIS SURVEY MAP L LA71ON OF la•Z N 4 NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL O Ln NOT BE CONSIDERED A TRUE VALID COPY. 4s ops sb$N sB PAT T. SECL..t" i_ ?000, PROFESSIONAL LAND SURVEYOR, P.C. 43 6p, — SUCCESSOR TO — �a DONALD TASE, L.S. Y RICHARD WILHELM AND ASSOCIATES NORTHSTAR SURVEYING, P.C. * PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. �'�iN_ GOOD GROUND SURVEYORS, P.C. A 328A Main Street 107-4 W. Montauk Highway �v[Y,j3 Center Moriches, NY 11934 Hampton Bays NY 11946 Phone: (631) 878-0120 Phone: 631 728-5330 REVISED: V2B/2004 FOUND. LOC.) ' Fax: (631) 878-7190 Fax: (631) 728- 6707 REVISED: 17%004 (�OVED OSE) REVISED: 2 I /z D4 N.Y.S. LIC. NO. 049287 FILE NO. T7516 SCALE: 1 " = 30' DATE: 7;712003 COPYRIGHT - 2003 PAT T. SECCAFICD P.L.S., P.C. SURVEY OF LOT 35 O-�_ MAP OF TERRY WATERS SITUATED AT OODWELLING BAYVIEW, TOWN OF SOUTHOLD 94 VACANT WELL WATER SUFFOLK COUNTY, NEW YORK SEPTIC IN REAR WDWELLING ELL WATER ,{1c F.• 12/29/1958 NAP NO. 2901 SEPTIC IN REAR NOTG E4. S.C.T.M. NO. 1000-88-5-18 45 FOR EE ERY FOOT LESS 3THAN 100' Ex1' DEEER �lN AREA = 14,835 SQ. FT. 3' X 6' = IB ADDITIONAL DEPTH 0 ELEVATIONS U.S.G.S. DATUM S 29'04'42'x' 143.44' 9A < �. FE. COR. 0.1E EL. 13.3 9 FD. PIN 0.65 N 0.23"CROSS WALK" 2 �l- + TO PROPERTY LINE 290 _ O 110' (13 5) , PROP. DWY a O N N �� I.n ID O N O `f^ X10 G OP DWG CT w MM W FY E� 3 �a' S_0'. PROP. CT W r3 4� o.x GF.EL. ? 'o PECK 0. � DWELLING O (8 CK) o.o m °' 35- m WELL WATER 44 O \�' CDr'1 Q WELL NOTE. SEPTIC IN REAR c d� M UNSUITABLE SOILS MUST BE REMOVED AND REPLACED 6.0' _ .° 10,28' W WITH A THREE FOOT CLEAN SAND AND GRAVEL COLLAR o AROUND THE LEACHING POOLS TO A DEPTH OF AT LEAST DWELLING.1 T SIX FEET INTO A STRATA OF TYPICAL LONG cC PROP. = REAR ISLAND SAND AND GRAVEL, O47 a SEPTIC SEPTIC1 20 BB 2) SYSTEM 36A .0 (1 D 5. 5 GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES 2w DEME) (1 5) EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. 0. ( m THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES COR "0 in 14 0 m a ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE fE. .-A EL_ p 11'$ m ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, in FD PIPE. D14'9 E u ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN GROUND ELEVATION EL. 9.8 EXP EXP. 14 57"W 105•g6 ��\ ARE NOT GUARANTEED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF DARK BROWN 6 15 2 N 45, ',� SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL SILTY LOAM OL 1 p NOT BE CONSIDERED A TRUE VAD COPY 2 ti BROWN SILTY SAND 49 p f1PE 035E 36 LI PAT T. SECCAFI CO WITH IOR GRAVEL SM f YELLOWISH BROWN FINE WELL WATER L 3' DWELLING ?0.00, PROFESSIONAL LAND SURVEYOR, P.C. TO COARSE SAND SW SEPTIC IN REAR 4.36+0, — SUCCESSOR TO — WITH 5-IOT GRAVEL DWELLING DONALD TASE, L.S. 7.6' WELL WATER SEPTIC IN REAR t RICHARD WILHELM AND ASSOCIATES WATER IN YELLOWISH �- \YJ,' NORTHSTAR SURVEYING, P.C. AND PALE BROWN FINE TO COARSE SAND t'{� PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. WITH 5-IOR GRAVEL SW i 14• GOOD GROUND SURVEYORS, P.C. 328A Main Street 107-4 W. Montauk Highway TEST HOLE REVISED4/7/2004 (MOVED HSE) Center Moriches, NY 11934 Hampton Bays, NY 11946 BY MCDONALD GEOSCIENCE Phone: (631) 878-0120 Phone: 631 728-5330 DATE 8/25/03 �� Fox. (631) 878-7190 Fox: f 631) 728-6707 : / REVISED: 2/13/2004 N.Y.S. LIC. NO. 049287 FILE N0. T7516 SCALE: 1" = 30' DATE: 9/5/2003 COPYRIGHT — 2003 PAT T. SECCAFICO P.L.S., PC. SURVEY OF LOT 35 L MAP OF TERRY WATERS �! FEB o 1 Zoos V ' SITUATED AT I �ILI BAYVIEW, TOWN OF SOUTHOLD By SUFFOLK COUNTY, NEW YORK F. 12/29/1958 MAP NO. 2901 S.C.T.M. NO. 1000-88-5-18 AREA = 14,835 SQ. FT. LOT 45 LOT 34 ELEVATIONS IN N.G.V.D. DATUM FE.COR. EL. 13.3 S 29004'42"E 143.44' EL. s.a H.D.REF. NO. R10-03-0149 LOT COVERAGE = 15.5% FD.PIN 0. 'E. 0.22'E' "CROSS WALK" GRAVEL co BIB CURB EXIST. " .4 47 DRIVEWAY 6 W " W 3~ , GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE UNDERGROUND UTILITIES gL.15' 149.7 ll EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. hL' 2g 4 THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ' UO -•, Q O ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT 51 6Q N �Y 3.9U.P. OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN STY. 1,0 C Lr , ARE NOT GUARANTEED 2 p1PG•5• is CT ^ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 'Z 1.0 F F:gy 14.2 h SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP w WOOD G F,gL. fV I Ih Q NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL STOOP �l r NOT BE CONSIDERED A TRUE VALID COPY. C9 •c O "c', l.` i� 2nd.STY. i O WOOD m I BALCONY LOT 44STOOP �� OVER !.11 O La 44-6, ti0% STOOP Cu uoo t L 10.44 38.0 h+y SJFFOLY.GC!IN-r DErAR7MtiNT OF HEALTH SERVICES r WOOD _ gy.15• �t �P STOOP o /1f'fr ^Nle_r�. C 'r1<' �'f{'vl�7_i3 WORKS FOR '44G EXISTTNC 1 O N` EL.15 9 CO Q/; A 'i.4Cs p SEPTIC ' m20 21' l �. FFPGt� SYSTEMS M 34• 2'N 9' S w m 'I"�:' J'i'}S It th!l tcica4M haw bW COR. 0 i '16 6 AA A� 14 O S ECT' c r r r_� ..s=PAG /,7 and fayq b Et 11 COV- 'Fa To ;G7C�SSeDFCOMS. \FD.PIPE � r j 86, 0.5'E a' 05• _ _ o °14'57"ytl iel 45 LOT 3s ' Ig ZL Cf"of Vgat wwater Management D FD.PIPE Ey. 15'2 . LOT 43 0.4N. Y - ' - 77 3 OF �oZvdl 00 R20 z 436. 0' PAT T. SECCAFICO (� PROFESSIONAL LAND SURVEYOR, P.C. Y �J SUCCESSOR TO DONALD TASE, L.S. ��OF NE6yy RICHARD WILHELM AND ASSOCIATES �p S t SECc� OQ NORTHSTAR SURVEYING, P.C.PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. �1 GOOD GROUND SURVEYORS, P.C. UPDATE: 01/19/2006 (FINAL) N,� * * 328A Main Street 107-4 W. Montauk Highwoy REVISED: 116 2006 (WELL LOC.) Y Center Moriches, NY 11934 Hampton Bays, NY 11946 REVISED: 11j12005 Y C'1 O Phone: (631) 878-0120 Phone: 631 728-5330 REVISED: 1012512005 (SEP. LOC.) Fax: (6 1) 878-7190 Fax: �631� 728-6707 REVISED: 10120/2005 REVISED: 41712004 (MOVED HSE) s `'.c 926 REVISED: 211312004 �gV N.Y.S. LIC. NO. 049287 FILE NO. T7516 SCALE: 1" = 30' DATE: 9/5/2003 COPYRIGHT - 2006 PAT T. SECCAFiCO P.L.S., P.C. car--le r ENGINEER'S SEAL Dlllns canticle the building nmsl be insulated to R-6.S Permit Number STRUCTURAL DESIGN Duct Construction: BUILDING CONSTRUCTION NOTES: All dot 1(x09.1.1.1 ApptcabiIity- The provisions of SSTD 10 and the AF& PA Wood Franle Consina ltun [ ] h must he sealed with mastic and fihrsms backing tape. Pressure-Fensave tape cont a ase Manual for One and T'wo Family Dueilings, SBC High Wind Edition are applicable only fix fibrous ducts, mureat tape vie permitted. (iENF.RAIr1609.4. [ ] The HVAC system const provideameanq fnr holnncing air and water system.. to buildings located within Exposure A, B or C as defined in Section 160 4. The provisions REBcheck Compliance Certificate Checked ByrDam I. All construction work shall comply with [he Budding Cade oFNew York Slate,and the American Forest and Paper shall not apply to building sited on the upper half of an isolated hill, ridge or escarpment 1995 MEC Temperature Contra[.: meeting the following conditions: RLSchedSuRwure Version 3.5 Release In I 1 rherems1seh are required fdreech separate HVAC system. Amanual ur automatic means to Association (AF & PA) Wood Frame Construction Manual (WFCM) fur One-and Two-Family Dwellings,2003 SRC K g Data 0luname: CnPra¢ram FOesiG'heck'tRESuhwk\UA 15OU'fHnek padndly restrict or shut olTthe heating source codling input to each zone.n fluor shall be provided High Wind Edition I. The hill, ridge or escarpmentmm is 60 feet 18288 or higher if located in cxP osuie B or g' ( ) `J TIT[ F D&T Unique Circulating Hat Water water „ 30 feet (9144 mm)or higher If located in exposure C; [ ] hunlnte circulating hot venter pipes to the levels in Table I. 2 All work shall comply with the New York Stale Energy Code. A. II shall be lire contractor's responsibility to submit the size, design,and type ormechanical systems which will be 2. The maximum average slope of the hill exceeds 10 percent; and Cl I Y:Southold swimming Pooh: ' 1 ] All treated stvimahig pools most have an om'off hewer switch mud reynile a cover unless over 20% used In sufficient detail as required by the Building Department. STATENov York of ata hcahng energy is Goin Dat-depletable sources. Pool pumps tequila n lints dunk. B. Insulate all supply&return ducts and piping as required by code 3. The hill, ridge or escarpment is unobstructed upwind by other such topographic lealures HDD: 5572 C All windows,door sills,openings,etc. shall be caulked and weather stripped. CONSTRUCTION TYPE:Single Family for a Distance from the high point of 50 times the height mf the hill or I mile(L61 km), I Heating and Cooling Piping msnm(mn: 3. Single and multiple-station smoke alarms. Single and multiple-station smoke alarms shall be installed tit the following DATE, 03!22'04 HVAC piping convoying Fluids Trimmer 120 aF TO chilled fluids below 55 °F must be insulated to the whichever is greater. DATE OF PLANS03-22-04 levels.n table 2. ' I) In tach sleeping room PROJECT INFORMATION: Table 1: 3finirn'nn Insulation Tler'eknne for Qircnloling Hot Water Pipes. 2)Outside of each separate sleeping arca in the immediate vicinity ofthe bedroom. 1609.1.2 Minimum wind InaJs.'I he wind mads used in lire design of the main w mdlbroe-resisting system shall 1)ST Unique ImmJ Rational, in Inches by Pipe Sizes 3)On each additional story of the dwelling, including basement and cellars but not including crawl spaces and not be less than 10 pounds per square Pout(0.479 kN/m2)multiplied by the arar of the building or RAMBLER ROAD Banned Winer Non-Chmdadng Rnpmns Circuln ng Mains nod Recalls uninhabitable attics. In dwellings and dwelling units with split levels and without an intervening door between lire structure projected on a vertical plane normal to the wind direction. In the w1culaliun of design wind SOUTHOLD,NV. I97I 170-Omunnrc(F (iro lot zs" L5"to 2 0" ovcr'2" PLUMBING adjacent levels,a stroke alarm installed on the upper level shall suffice for the adjacent lower level provided that the loads for components mid cladding for buildings, the algebraic sum ul the pressures acting on opprsilr SOUTHFRN PROIECT 170-130 05 LU 1.5 2 U 140-166 0.5 R5 1.6 1.5 ALL PLUMBING WASTE B WATER LINES NEED lower level is less than one full story below the upper level. faces shall be taken into account. The design pressure for componenls turd cladding of buildings shall C'OMPA NY INFOR MA'TION: 100-130 0.5 05 05 Lo TESTING BEFORE COVERING not be less than 10 pounds per square flet(0.479 kN/m2)acting in either direction normal m the EAST END DESIUN ASSOCIATES LLC 4. Engineer Is not responsible for the supervision of construction. General Contractor must verify all dimensions and surface.The design force for open buildings and other structures shall not tn:loss than 10 pounds per 5130 MAIN BAYVIE W RD. W conditions before construction or fabrication. Engineer is not responsible for any changes without written prior approval, square fort (0.479 kN/m2)multiplied by the area Af SOITHIOLD NY. 11971 Y'uhle 2 •Ifintnuun haulatlnn Tlacknees fnr HCIC Pipes. Haid Learn. institutor, Ihekmeas in Inches Iry Pipe Sizes U 5. Do Dol scale drawings. 1609.13 Anchorage against overturning, uplift and sliding. Structural members and systems,and NOTES: PipingD 5y91mrt es Ran c F rta 2"Rums P and Less 1 25"to 2" 2.5"to 4" 41.1.W'TNDOWS TO BE ANDERSEN HIGH PERFORMANCE LIM IS OREQUAL Healing Systems components and cladding in a building or structure shall be anchored to resist wind- ,ALL DOOR 10 BE C40 OR GRFATER. Low TomPresa<at...c erasure 201-250 I 0 1.5 1.5 2.0 6 The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any Luvr Tempera sat 120-200 0 5 LO LO 1.5 materials, workmanship, means or methods of construction. The engineer shall not be held responsible for the design or induced overturning, uplift and sliding and to provide continuous load paths for these Steam Condensate(Fur rind worst) Any L0 I,0 L5 ^_.0 rr��11 >Q installation of materials and equipment Electrical, Plumbing, Healing,Ventilation, Air Conditioning,or any other system COMPLIAN'C'E. Pasts Garonne Synems I--1 0 y: not specifically contained in these drawings. forces to the foundation. Where a portion of the resistance to these forces is provided Chilled Wntur,t<efriy_eravt, Belo 0.5 0.5 0.75 1.0 /W//•t O Maximum 1'n=579 nail Br int Below 40 LO 1 0 1'5 LS iFF�NF`Y�1i W 'dead load, the dead load shall be taken as the minimum dead load likely to be in place Your Hope IIA= 507 ~ W 7. Electric construction is to conform to the National Electric Code, Residential Code of New York Slate,Building Code of � 5 99a Better Than Code 91A) New York State, and LIPA. during a design wiled event. Where the alternate basic load combinations. of Section 1(,05.1? Aima Glazing Area ler Cavity tato. or Door CERTIFICATION OF �j a Q R Plumbing is to conform to rte County and Local Health Department requirements,and Residential Cade of New York are used, only two-thirds of the minimum dead load likely to he in place during a design Perimeter R-value It-Value U•Fncto u_A NAILING CONNECTIONS F-4 F��]1 Stale, Building Crile of New York Stales MUTES TU FIELD (Building Ucpnnmenr Ilse Only) Q � a wind event shall be used. Ceiling 1:Flat Ceiling or Scissor Truss 1 49 30.0 0 0 17 - rTl O Calling 2-Cathedral Ceiling(no Anc) 249 250 0.0 10 _ _ F'�I Z 9 All heal producing equipment shall be Installed in accordance with Residential Code of New York Suite, Building Code Wall I: Wood Frame, IR'ox 3143 19.0 0.0 149 /1 17- ofNcw York State and manufacturers specifications. Window 1: Wood Froonv Da dde Pane with Low-E 487 0340 166 RETAIN STORM WATER RUNOFF O 1609.1.4 Protection of openings. In wind borne debris regions, glazing (flat receives positive external 94 0.310 31 PURSUANT TO SECTION 4ri•10C Door I: Glass pressure in the lower 60 feet(18 288 mm)in buildings shall be assumed to he openings Ducar2:Grass 24 U,4U0 IO �l 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required.d, unless such glazing is impact resistant or protected with an impad-resistant covering Door 3. Solid 47 0.400 19 OF T E TOWN CODE• C) meeting the requirements ofan approved impact resisting standard or ASTM E 1996 and of Hair I. NI-Wand lmist.Truss.Ove,Unconditioned space 1595 19.0 0.0 75 O 11. Limitation of Professional Liability' ASTM E 1886 referenced therein as follows: cOro1Pt.IANCe STnrF.MP.KT The nrrlpruul balding design described here i ntsiamnt with the building plaids,specifications, canons, By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of East End Design it npphcmion. fire proposed lwil Associates, LLC'.,and their draftsmen due to neglect, acts of error, such that the total aggregate liability of East End and doer calculations submitted with the permdmg has leen designed to meet lire 1995 MLC Design Associates, LLC., and there draftsmen shall not exceed 50%of the total fee for services rendered on this project excluding East End Design Associates, LLC's expenses such as blueprint copies,reimbursed fees,ere. LGlazed openings located within 30 feet(9144 mm)of grade shall meet the requirements of the 12 All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or large Missile Test of ASTM E 1996. requirements in RESr•he.ckVersion 3.5 salami In (formerly MECnii and to comply with the mandatory requirenromts listed In r reconslmcted without written permission. 2. Glazed openings located more than 30 feet(9144 mm) above grade shall meet the provisions Ila RESrh,l Alnspcctlor Checklist. xD•sAH 13. Owner/C'ontiaclor must verify any site specific requirements for the construction such as Rood zone requirements, etc. of the Small Missile Test of ASTM E 1996. Bwldrduemgner _ Date Exceptions• PLUMBER CERTIFICATION $33115NLLNMOI.QIDFIDIO�° 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, 1. Wood structural panels with a minimum thickness Of 7/16 inch(11.1 mman ) d maximum panel 995 M OF OCCUPANCY EC ek inspection Checklist ON LEAD CONTENT dEFCRE such as Suffolk County Dept. of Health Services,Town Building Departments, DEC, FEMA,ere. Verify all conditions, span of 8 feel(2433 mm)shall be permitted for opening protection in one. mrd two-story 1995 M ('m X 15, codes, and requirements with such agencies prior to construction, buildings. Panels shall be precut to cover the glazed openings with attachment hardware RCScheckSuOware Version J.5 Aeleese le _,i voED IN WATER provided. Attachments shall be designed to resist the components and cladding loads 8UMy8I6TW CANNOT �0 SNOIlI4N00�NV Q�dl��d N 15. Owner I Contractor must verify al I notations and construction specifications and ensure that all construction meets or determined in accordance with the provisions of Section 1609.6.5.Attachment In accordance DATE: 03•^^_.n4 aaa��� _b`3Q�,eJ'.j4NI iE 31V� N1 dW MSN exceeds the Building Code ofNew York Slate, and the American Forts[and Paper Association(AF& PA)Wood Franco with Table 1609.11.4 is permitted for buildings with a mean roof bright of 33 fact(10 058 mm) Faure 12-97 EXCEEy a�1 -- $ TITLE'DET Unique , SFS S3Q _ 7 . Hl1A AldW09 Construction Manual (WFCM)for One&Two Family Dwellings,2003 SBC High Wind Edition. or less where wiled speeds do nes exceed 130 mph al• •,mon-stoner } ...... SII LLhmm�t on either wood- ccmmwm , 1'� �uc� 2. Buildings in Cauegmy IV as defined in Table 1604.5, including production geelumSes as Bldg. 1,^ae y, nesnnr'w•dls .n u„ er 1 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, D•PI- 9 ' "'xI ' Trip, - d in Si1609.3.3 ? such as Suffolk County Department or Ilealth Services,Town Building Departments, DEC, FEMA, etc. Verify all defineectoon . Use y y Conditions, codes, and requirements with such agencies prior to construction. TABLE 1609.1.4 WINDIBORNE DEBRIS PROTECTION _ Ceilings: -x f U i S--I'•n�ia nr -'� r, FASTENING SCHEDULE IFOR WOOD STRUCTURAL PANELS a,b,C ( I 1. Ceding 1: fhl Ceiling m Scissor Tmw,R-30 0 cavity insulation v-EL^` +-• a' • 'n° __ _ -"ii "a 17. Any discrepancy rn this plan is to be brought to the attention of lire Engineer immediately for Re-Design. Comments: - _ iQN w Ile m _ _ •s sr T_ _- - _ ga FASTENER SSPACING(inches) 2. Coiling 2:Cathedral CeiWig(no uttic).R-25.0 envityinsnlntmn t v ~ , P _ -_ { Comments NOTE :'+"". w�h.,i�� rw,"n I"ASTENER IPdOeI 2l feete q{hem 6is,e '- -- - din. 't t TYPE a en Farrel Per[. _ Panel_ the Eng meal rd Wontl _ _ - - - Above-C.rade Walls: • Z GENERAL NOTES: - _ <2 feet afman span span t y Assucudmn (formerly the �'� - U n " [ ] 1 wool wand Frame, Ib"n.e,A-I9.o aamd maalahun g Amerman plywood Association) - noarnm I_ t- i- ,i.i O °Fo 4i feet <6}eel 18 fact Comments: ._ her plPpmPd law boahurus that "-0, :rc"n,._ „'. ___ I windows; l: Wood Frame:Oouble Panc with Low'-E, nn.san' huwood-t rria am " , emlct ) ' xy.� E a CARPENTRY: zirz u6 woad I6 u6 _ ¢ 9 ,,, 5crcws ocu: CA 8 Provide double joists under all partition walls unless otherwise noted. 21e2p8 word 16 h6 16 __ 12 [ ] U-mixon:0.340 designs ler wood-name and '''+itle o " Sam Davin s' In Umga. The sw = Provide typical energy comers-F interior/partitions. _ - - For windows wuhoul labeled U-lactars,describe leaturps: ` -:y ti�� -"' h £ ..uchuu•,R ntP auaARUle sto-lme -�' - -li• ,'Z, ; Fireplace- provide support for hearth as required. fi Panes_frame Type Thermal Break?I 1 Yes I I No _ rr , For 51: 1 inch 25.4 rare, fort mm, 1 pound 0.454 kg, al the Englnaered Wontl , la 1 1 "� Sill plates are to be 2" x 6" treated 40 year CCA with sill sealer. Cnmmemr _ I '�t-'j1"- E o^ Assnriatmn tvebSlle til Itllp'4 �> �1L � t� ° Provide sill scaler-below termite shield. I mile per hour=0..44 mis. r I' L a. This table is basal on a imaximum wind speed (3-second gust)of 130 Doors: evnv.aparvopu pr9•' . 2" x 6" - 16" oc exterior walls. ( 1 I I Heart Ulass, U-fatter 0.330 -� � .t� W � Q " 05 2"x 4" - 16" oc interior walls-unless noted otherwise. mph and mean moltheightpp si feet d less. Ill Fasteners shall be insof fhd at opposing ends esthe woad structural Conuucuu'. All wall studs are to be#2 or better Douglas Fir-Larch. 2. Dar 2:Glass, L'-fil 0.400 All other training members are to be#2 or better Douglas Fir-Larch or otherwise noted. panel' Crxnmentr woos sine amt m,annry veal -- - PROJECT xo: Provide solid Mocking beneath all bearing points. c- Where screws are anachlel to masonry or masonry(smeco,they shall [ ] 3 Door 1:Solid.o-factor:0.400 J 848-2004 he attached utilizing vibnnfion-resistant anchors having a minimum Comments: FEDERAL EMERGENCY MANAGEMENT AGENCY am" DoProvide structural metal connectors as required in all conditions as per stale and local codes. withdrawal capacity of4f90 pounds. Openings to have(2)2 x 10 headers-unless otherwise noted. Fluurn: CMA Lag bolt all steel columns to girders in cellars, crawl spaces and basements. [ ] t. Flour 1:AII•W'ored Joist/'foodi:Over Unconditioned Spam,R-19.0 cavity imulafion LR MD ZONE UNDERWRITERS CERTIFICATE' G"E°"ra ar' 3/4" cdx subfloor This APA hurricane shutter design is based on pressures Comments: I'LW G H C REQUIRED I/2" cdx roof sheathing (5 ply) associated with a design wind speed of 120 mph Building COMPLY WITH E PFIEV �4Be ` 1/2" cdx roofextesir wall sheathing codes ars currently being reviewed for possible changes. Air leakage: FLOOD DAMAGE PREV TION APP ED AS NOTED 1/4"= 1 -0 Before constructing shutters, therefore, it is important to [ ] Joims,penetrations.and all other such ripenings in the building envelope that are sources of air SOUTHOLD TOWN CODE. 30 r3 3 v'7� DAM Provide fire blocking in all walls and floors as required by state and local codes. check with your local building department for an update on leakage must be sealed. DATE: B.P.Y current fade requirements [ 1 Acccssod lights most tic I)Type W rated,or 2) installed inside an appropriate air-tight assembly �p s� 03-22-04 " CONCRETE: with n U 5"dcarmnce Rom combustible materials. If non-IC rated, the fixture most tr installed with a FEE: '• BY: / i Contractor I5 to mealy loll load bearing capacity prior to construction. TABLE 7 Maximum Span without Stiffeners 3"clearmice from insulation -OCCUPANCY OR NOTI BUILDING DEPARTMENT AT 765.7802 B AM TO 4 PM FOR THE Strength of walls=3,000 P51 al 2R day ASTM C-94 ready mix concrete as per Residential Cade of New York Stale. Approximate vapor Retarder: r FOLLOWING INSPECTIONS: All footings, foundations, etc. shall rest on undisturbed soil. fiAp(proldricate Maximum Deflection(in.)at USE IS UNLAWFUL 1. FOUNDATION - TWO REQUIRED [ ] Vapor Retards warm-in-winter side ofnll non-vented framed tailings,walls,unJ Sours.Footings shatl be 4R" below finished grade-minimum. eight Shutter 120 mph DesignFOR POURED CONCRETEAll footings, foundations shall be formed. b.ML2) Span Wind Speed Materials IdentiRcatian: WITHOUT CERTIFICATE. 2. ROBGH - FRAMwG B PLUMBING Provide reinforcing buttress' un any wall over 20' long,T-0" below final grade. at 75-ft. Height Materials and equipment must be identified aothat compliance can be determined. C3. INSULATK)N 1.5 so 05 [ ] Manufacturer nrmtuals for all installed healing nod cooling equipment and service waterheating OF OCCUPANCY4. FINAL - CON6TRUCTION MUST (2'-O" x R" with 3-#5 Tabun on 16" x R" concrete footing)Foundation Waterproofing and Damp proofing-as persection R406 ofthe Stale Building Code. as os Insul tion must ms provided BE COMPLETE FOR C.O. z1Insulmiun R-values andglufigU-factors must be clearlymarkedon the building plum ar apecdiu9limns. ALL CONSTRUCTK)N SHALL MEET THEsxrcr III1EELECTRICAL: a6 n 15 REQUIREMENTS OFTHE CODES LE FORNEW GENERAL Duet Insulation: YORK STATE. NOT RESPONSIBLE FOR Keep boxes 5" minimum from edge of box to rough opening. [ ] Duels m unrundibuneJ spares mux be iawleteJ m DESIGN OR CONSTRUCTION ERRORS. NOTES Electric construction Is to conform to the National Electric Code,New York Slate Building Code, and LIPA. TABLE 2 Eatmated Deflection at 720 mph Design Wind I Speed ENERGY Provide smoke detectors as per stale and local codes. at 16-ft. Height for Shutters with 2 x 4s at 76 inches o.c. Din"!^- "4OCEEDWITH ALL CONSTRUCTION SHALL CALCULATION PLUMBING: APA Panel Approx. Shutter Span(in.) F TILSURVEY MEET THE REQUIREMENTS OF THE Supply pipes In walls(for toilets)at 3" from plywood Span Weight C "U(.� N LOCATION Plumbing is to conform to the county and local health department requirements and New York Slate Code. Rating (Iblft.2) 24 76 m so N114 • ' BL�i�APPROVED. CODES OF NEW YORK STATE.All wallsmckeme at penetrate though rnnfal tear til'house when ever possible,spray lm match ranrahingle calor. apse 25 02 pz nes or a.a 01 0.1 02 a3 �� xUnerz4 - 01 oz ©Copyright2003,East End Design Associates, LLC. All floor plans and elevations are protected under Federal Copyright Law. Ian" 46 - of G1 Plans may not be reproduced without written authorization. property VERIFY SPANS OF STIRUCTURAL PANELS GREATER THAN 30" WITH APA RATINGS. All plans to builand d onere esolerefromtheseptEnd liscenedexgn clasorlyt t 1 of 1 4 ALL PANELS ARE TOI BE CONSTRUCTED IN ACCORDANCE WITH APA AND FEMA. Therighttobuildonlyonegsdoesnot efromtheseplansislttob ilewithoutt the tile buyer. 1 PANELS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE of local governingnce of a drawingsdoesComedy righttobuialth Services, Town authorization OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION of tical encs,DE agencies,such as Suffolk County Dept. es,and Services,Town Balding (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO Departments,DEC,FEMction. Verity all conditions,codes,and requirements with such r FAMILY DWELLINGS, :2001 SBC HIGH WIND EDITION. agencies prior to construction. MMUEfn'e SM. SECTION 8303 SECTION 8310 SECTION 8312 LANDINGS Tread depth at any walking line, measured a consistent distance from a side ofthe stairway, LIGHT, VENTILATION AND HEATING EMERGENCY ESCAPE AND RESCUE OPENINGS shall be unilbrm as specified in Section 8303.1 I Idbitable roams. All habitable rooms shall he provided with aggregate glazingacl afnnt less than 8 percent R312.1 General. Landings for stairways shall comply with this section. o/the loor area of suet,rooms. Natural ventilation shall be through windows,doors, louvers or other appro+ed R3 10.1 Emergency escape and rescue openings required. Basements with habitable space and every P314-7 Illumination, All stairs shall be provided with illumination in accordance with Section openings la file outdoor air. Such openings shall be provided with ready access or shall olhem ise be readily sleeping room shall have at least one openable emergency escape and rescue opening. 8312.1.1 Landings for stairways. There shall be a floor or landin at the to and bottom of each R303.4. controllable by the building occupants. 'I'hc minimum opentible area to the outdoors shall be 4 percent ofthe flus area Where emergency escape and rescue openings are provided they shall have a sill height of g P h'inp ,-cntilmcd. not more than 44 inches (1 118 mm)above the floor. Where a door opening having a sourw`tyR314.8 Under stair protection. Enclosed accessible space under stairs shall have walls, under stair I ,ccptiolls threshold below the adjacent ground elevation serves as an emergency escape and rescue Exception: At the lop of an interior flight of stairs, provided a door does not swing over I. The glazed areas need not be operable where the opening is not required by Section R31 0 and an affirmedsurface and any soffits protected on the enclosed side with 1/2-inch (12.7 mm) gypsum board. o mechanical ventilation system is provided capable ofproducing 0.35 air change per hoar in the room ora opening and is provided with a bulkhead enclosure,the bulkhead enclosure shall comply the stairs. R314.9 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures n „hole-hone mechanical ventilation system is installed capable ofsupplying outdoor ventilation air a/15 cubic f,cl per with Section 310.3. The net clear opening dimensions required by this section shall be R312.1.2 landings at doors. 'there shall be a floor or landing on each side of each exterior door. Y Ys g of par[ofthe minute felon) (7.08 I/s)per occupant computed on the basis of nun occupnm.s firr die firsl hedromn and one occupant obtained by the normal operation of the emergency escape and rescue open ing from the Exception: Where a stairway of two or fewer risers is located on the exterior side of a required building egress and providing access from the outside grade level to the basement her itch additional bedroom. inside. Emergency escape and rescue openings with a finished sill height below the adjacent 2. [lie glazed areas need not he provided in rooms where Exception I ahuve is satisfied and artificial light is ground elevation shall be provided with a window well in accordance with Section R310.2. door, other than the required exit dour, a landing is not required Ibr the shall be exempt from the requirements of Sections 8312, 8314 and R315 when the maximum Aron rdcd capable o/producing an average illumination o(6 footcandles(6.46 lux)uv a etre men n/the national a height exterior side ofthe door. The floor or landing at a door shall not he more height from the basement finished floor level to grade adjacent to the stairway is covered by ,,/ ,p aches(702 mm)above the floor level. R31 0.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear than 1-1/2 inches 38 mm lower than the to of the threshold. ( ) P a bulkhead enclosure with hinged doors. 8303,2 Adjoining rooms. For the purpose of determining light and ventilation requirements, any room shall opening of 5.7 square feet(0.530 m2). Exception: Provided that the exterior doorway is not for the exit door required by Section 1611, the step between the landing at an exterior doorway and the be considered as a portion of an adjoining ronin when at least one-ball'of the:arca of the common wall is open and unnhstrucled and provides nil opening of nal less Ihan one-tenth of the floor ace ofthe inlcrior norm hill not less than Exception, Grade floor openings shall have a minimum rel clear opening of square feel top ofthe threshold shall have a rise not greater than permitted in Section SECTION 8315 HANDRAILS '� squ,ue deet(232 m2). (0.465 m2). R3142. The door, other than an exterior storm or screen door shall not swing over the landing. 8315.1 Handrails. Handrails shall be provided on at least one side of each stairway with two or more p p aggregate R310.1.2 Minimum opening height. The minimum net clear opening height shall he 24 inches R312.2 Size. The width of each landing shall not be less than the stairway or door served. Every risers. Handrail height, measured above stair tread rmings, shall be not less than 34 inches 113(13.3 Buthnx,nu. Badroims, water closer compartments and other similar rrroms shall h+: provided with a (864rom) and not more than 38 inches (965mm). All required handrails shall be continuous glaring arca in windows of no less than 3 square feet(0.279 m2),orae half of which must he crpenable. landing shall have a minimum dimension 086 inches(914 mm)measured in the direction (GI U mm). of travel. the full length of the stairs from a point directly above the top riser of a flight to a point P sceptical The glazed areas shall not be required where artificial light and a mechanical ventilation system directly above the lowest riser of the night. Ends shall be returned or shall terminate in newel W arc provided. '[be minimum ventilation rates shall be 50 din (23.6 L/s) for intermittent ventilation or 20 cfm R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches SECTION R313 RAMPS posts or safety terminals. I landrails adjacent to a wall shall have a space of not less U (9.4 Us) for continuous ventilation. Ventilation air from the space shall be exhausted directly to the (508 mm). than 1-12 inches (38 mm)between the wall and the handrail. outside. R310 1.4 Operational constraints. Ernergency escape and rescue openings shall be operational from 83111 Maximum slope. Ramps shall have a maximum slope of one emit vertical in eight units R316.2 Handrail grip size. All required handrails shall be of one ofthe following types or provide W/'� horizontal (12.5-percent slope). equivalent graspability. W 1-� Q Ic aUa g airway, inns n d ere All neo for and exterior stairways shall be provided with i mesons ce illuminate rhe stairs, the inside of the room without the use of keys or awls. 8313.2 Handrails royuired. handrails shall be provided on at least one side of all ramps 1--I >-1 including the landings and treads, inlcrior suurwuys shall be provided with an artificial light source lorn[e+i in the Type I. Handrails With a circular cross section shall have an outside diameter of at least immediate vicinity of each hmding ofthe stairway. For interior stairs the artificial light scwrces shall be capable of exceeding a slope atone unit vertical in 12 units horizontal (8.33-percent slope). Handrail a Q y g g ( ) I-1/4 inches(32 mm) and not greater than 2 inches(51 mm). If the handrail is not circular I--I � P illuminating treats and landings to Icvda not less than 10 f+otrandlcs IOA l x measured m the coos of treads and 8310.2 Window wells. Window wells required for emergency escape and rescue shall have W landings. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity orlhe lop height, measured above the finish surface of the ramp slope, shall be not less than 34 �/ W I.ading of the stairway. Exterior stairways providing access to a basement from the outside grade level shall be horizontal dimensions that adlow the door or window of the emergency escape and rescue it shall have a perimeter dimension of at least 4 inches(102 mm)and not greater than I-II 0y Z opening to he full opened. The horizontal dimensions of window well shall provide a inches (864 mm) and not more than 38 inches (965 non). Handrails on ramps shall comply provided with ran artificial light scarce Incazcd in doe immediate vicinity of the hnttom landing ofthe stairway. P g Y P p 6-//4 inches (160 mm)with a maximum cross section dimension Oft-1/4 inches(57 mm). W minimum net clear area of 91 square feet (0.84 m2) with a minimum horizontal projection and with Section 8315.2. tW Q l ixcepwidth of 36 inches (914 mm113 13.3 Landing required. A minimum 3-I+ot-by-3-root (914 mm by 914 mm) landing shall be lion: An artificial light source is not required at (he lop and bottom landing, provided an artificial Type 11. Handrails with a perimeter greater than 6-114 inches(160 mm)shall provide a ). O light source is located directly over each stairway section. graspable finger recess area on both sides ofthe profile. The finger recess shall begin W Exception: The ladder or steps required b Section 1 ^ M provided: p cps e q y 113 0.2.1 shall be permitted to encroach a 83113,4,I Light activation. The control for activation ofthe required interior stairway lighting shall he 1. At the top and bottom of ramps. within a distance 3/4 inch (19 min) measured vertically from the tallest portion of the H w accessible at the top and bottom of each stairway without traversing any steps. The illum!nation of exterior maximum of 6 inches (152 mm) into the required dimensions of the window well. 2. Where doors open onto ramps. profile and achieve a depth of at least 5/16 inch (8 mm)within 7/8 inch below the widest WWW stairwnvs shall be controlled from inside the dwelling unit. 3 Where ramps change direction. II----�� Q portion of the profile. This required depth shall continue for at least 3/8 inch (10 mm)to I--� Exception: lights that are continuously illuminated or automatically controlled. R31112.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches (I I 18 film) SECTION R314 STAIRWAYS a level that is not less than /-3/4 inches(45 mm)below the tallest portion ofthe profile. shall be equipped with a permanently affixed ladder or steps usable with the window in The minimum width ofthe handrail above the recess shall be 1-114 inches (32 Tom)to a the fully open position. Laldders or steps required by this section shall not be required 8314.I Width. Stairways shall not be less than 36 inches(914 mm) in clear width at all points r,ou5 locate aJ glazed openings. he uildi glazed openings shah open directly oma a street or public alien, or n yard to comply with Sections R314 and 8315. Ladders or rungs shall have an inside width of above the permitted handrail height and below the required headroom height, Handrails maximum olf'2-3/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch ar,until IoeatcJ on too same Int as the building. at least 12 inches 305 mill), shall project al least 3 inches 76 mm from the wall and shall shall not project more than 4.5 inches 114 mm) on either side ofthe stairway and the ( ) P J ( ) P I ( Y ' (0.25 mm). R u 13 5 1 Rooted parches. Required glazed openings may, lace into a roofed porch where the porch abuts a street, yard he spaced not more than 118 inches (457 mill) on center vertically for the full height of the minimum cicar width ofthe stairway at and below the handrail height, including treads window well. arid landings, shall not be less than 31.5 inches (787 mm) where a handrail is installed SECTION 8316 GUARDS of onto and the longer side ofthe pnrah is at least 65 percent open and unahxln,eted and the ceiling ought is not less aon one side and 27 inches(698 mill)where handrails are provided on both sides. d,nn 7 feel (2114 mm). R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. Exception- J he width of spiral stairways shall be in accordance with Section 8314.5. R316.1 Guards required. Porches, balconies or raised floor surfaces located more than 30 inches 8103 6 Required heating. When the winter design temperature in Table x301.2(1 ) is below 60°F(I 6"c), The bulkhead enclosure with the door panels in the fully open position shall provide the 8314.2 Treads and risers. The maximum riser height shall be 8-1/4" inches (209 mol and the (762 mm) above the Hoar or grade below shall have guards not les than 36 inches(914 mm) every dwelling unit shall c)provided with healing facilities capable r maintaining a minimum room minimum net clear opening required by Section R310.1.1. Bulkhead enclosures shall also b in height. Open sides of stairs with a total rise of more than 30 inches (762 rom) above the temperature ol'68°F(200c) at a point 3 feet(914 mmj hoose the moor and 2 feet (6 10 mm) Ilam cxta-ior con ply with Section 8314.9. minimum (read depth shall be 9 inches (229 Ino . The riser height shall be measured walls in all habitable rooms at the design temperature. floor or grade below shall have guards not less than 34 inches(864 mm) in height measured R310.4 Bars, grills, covers and screens. Bars, grills, covers, screens or similar devices are permitted vertically from the nosing ofthe treads. SECTION 8304 MINIMUM ROOM AREAS to be placed over emergency escape and rescue openings, bulkhead enclosures, or windowvertically between leading edges of the adjacent [reads. The tread depth shall be 11316.2 Guard opening limitations. Required guards on open sides of stairways, raised R304 1 Minimum area. Every dwelling unit shall have at least one habitable room that shall have not less wells that serve such openinigm, provided the minimum net clear opening size complies with measured horizontal ly between the vertical planes ofthe fbremost projection of floor areas, balconies and peaches shall have intermediate rails or ornamental than 120 square (bet(112 m2) ill'gross floor area Sections R310.1.1 to R310.1.3, and such devices shall be releasable or retrievable tTom the adjacent treads and at a right angle to the tread's leading edge. The walking surface closures that do not allow passage of a sphere 4 inches(102 mm)or more in 83012 Other moms. Other habitable rooms shall have a four arca of not less than 70 square feet(6.5 m2). iometer. inside without the use of keyr, tool or force greater than that which is required for normal of treads and landings of a stairway shall be sloped no steeper than one unit vertical operation of the escape and rescue opening. in 48 units horizontal (2-percent slope). The greatest riser height within any flight of Exception: The triangular openings formed by the riser, tread and bottom rail of a guard at the - nccpliom livery kitchen shall have not less than 50 square feet(4.04 m2) of grecs Drax area. open side of a stairway are permitted to be of such a size that a sphere 6 inches I a o stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). The greatest tread mum dimensions. I labitablc rooms shall not be less than 7 [bel (2134 mm) many horizontal (152 mm) cannot pass through. + to 5a 8304 3 Mini depth within any (light of stairs shall not exceed the smallest by more than 3/11 inch til n k dimension. (9.5 ). t_+ SECTION R311 E(ITS mmo R314.2.1 Profile. The radius of curvature at the leading edge ofthe tread shall be no greater U o Exception: Kitchens. R31 L I Exit door required.Not less than one exit door conforming to this chapter shall beprovided O E m E than 9/16 inch (14.3 min). A nosing not less than 3/4 inch (19.1 min) but not more g from each dwelling emit. The required exit door shall provide for direct access from the u 3 8304.4 Height effect on room area. Portions of a rtom with a sloping ceiling measuring less than 5 feet habitable portions of the dwelling to the exterior without requiring travel through a garage. than 11/4 inches(32 mm)shall be provided on stairways with solid risers. The o o (1524 nim) or a furred Z ' greatest nosing projection shall not exceed the smallest nosing projection by more n a R311.2 Type of lock or latch. All egress doors shall be readily operable from the side from which FI E „m ceiling measuring Tess than 7 feet 6_inches12286 mm) from the finished floor to the finished ceiling shall egress is to be made without the use of keyor special knowledge or effort. than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of � Q on g a� not he considered as contributing to the minimum required habitable area for that room, extent asroovvided R311.3 Type and size. The required exit dour shall be a sidehinged door not less than 3 floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 mm). Risers W W troch for in Section R305 1. Exception 3. shall be vertical or sloped from the underside of the leading edge ofthe tread above (914 mm) in width and 6 feet, 8 inches(2032 mm) in height. Other exterior hinged or sliding at an angle not more than 30 degrees from the vertical. Open risers are permitted, `Fier "P SFC'fION 8305 CEILING HEIGHT 846-2004 doors shall not be required to comply with these minimum dimensions. provided that the opening between treads does not permit the passage of a 4-inch DRAWN as R305.I Minimum height. Habitable rooms shall have a ceiling height of not less than 7 feet 6 inches CMA (_286mm , and hallways, corridors, bathrooms, toilet rooms, and laundry rooms shall have a ceiling height iliometer(IU2 Ino) sphere. w1aWm e R311.4 Hallways. The minimum width of a hallway shall be not less than 3 feet(914 mm). Exceptions: fit not less than 7 feet(2134 mm). P 111c required height shall be measured from the finish floor to the lowest projection from the ceiling. 89 1. A nosing is not required where the tread depth is a minimum of I 1 inches (279 mm). seer 1 t,5 Exit facilities. Exterior exit ballconies, stairs and similar exit facilities shall be positively 2. The opening between adjacent treads is not limited on stairs with a total rise 30 1/4 _- 1 0 Exceptions: anchored to the primary structlare to resist both vertical and lateral forces. Such attachment inches (762 mm) or less. 0AM shall not be accomplished by use of toenails or nails subject to withdrawal. 03-22-04 8314 1 Beams :rod girders spaced not less than 4 feet (1219 mm)on center may prgject not more than 6 inches .3 Ilmdrtom, The minimum headroom in all Paris ofthe stairway shall not be less than 6 feet, 8 inches (2032 mm) measured vertically from "the sloped plane adjoining the (152 mm) below the required ceiling height. tread nosing or from the floor surlace ofthe landing or platform. 2. Space in basements. other than habitable space, may have a ceiling that projects to within 6 feel, 8 inches (2032 mm) ofthe finished floor; and beams, girders, 8914.4 Winders. Winders are permitted, provided that the width ofthe tread at a point not ducts in such space or other obstructions may project to within 6 feet, 4 inches (1931 mm) of the finished floor. 3. Habitable space in basements may have a ceiling that protects to within 7 feet (2134 mm) ofthe more than 12 inches (30.5 mm) lion the side where the treads are narrower is not less [inlshed floor:and beams Birders ducts or other obstructions may project to within than 10 inches(254 mm)and the minimum width of any tread is not less than 6 inches 6 feet 8 inches (2032 mml of the finished floor. s"�""�' 4 Not more than 50 percent ofthe required floor area of a room or space is permitted to have a sloped (152 mm). The continuous handrail required by Section 8315.1 shah be located on the ceiling less than the required height with no portion ofthe required noor area less than side where the tread is narrower. 5 feet ( 1524 mm) in height. 8314.5 Spiral stairs. Spiral stairways are permitted for interior use as a component ofthe means NOTES of egress from a habitable room. a basement or an attic. provided the minimum tread width shall be 26 inches (660 mm)with each tread having a 7-112-inch (190 nun) minimum tread depth at 12 inches (305mm) from the narrow edge. All treads shall be identical, and the rise shall be no more than 9-1/2 inches(241 mm). A minimum headroom of6 feet, 6 inches (1982 min) shall be Provided, A spiral stair is not permitted to be the only means of egress sNrrr No. from a stOry of a building. ©Copyright 2003, East End Design Associates, LLC. 1014.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than All floor plans and elevations arc protected under Federal Copyright Law Plans may not be reproduced without written authorization. 12 inches (305 mm) from the side where the treads are narrower of not less than I I inches All plans and designs are the sole property of East End Design Associates,LLC. of (279 mm)and the minimum depth of any tread shall not be less than 6 inches(152 mm). The right to build only one structure from these plans is liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services,Town Budding Departments, DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CHIMNEYS AND FIREPLACES FIGURE R10031 TABLE 2111.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS (v) ENGINEER'S SEAL: GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE ITEM LETTER REQUIREMENTS SECTION LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. VENT REQUIRED HAZARDS CATEGORY 45 lbs/sgft 1 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY ISLIGHT TO MODERATEI 11 degrees YES 1984/1998 B HEARTH AND HEARTH EXTENSION THICKNESS4 INCH MINIMUM THICKNESS FOR HEARTH, 4-INCH MINIMUM THICKNESS DESIGN CRITERIA 2 F MIN A FOR HEARTH EXTENSION 2111.9 OBOND BEAM E HEARTH EXTENSION (EACH SIDE OF OPENING) RE B 8 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUAFEET. 12 INCHES FOR PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS e1DRTAR CAP - Mnso"aBTI BLOC v GAP K FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 2111.10 (in pounds per square foot) a --II oo0 HEARTH EXTENSION (FRONT OF OPENING) C 16 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 20 INCHES FOR USES(s) AND OCCUPANCY CLASSIFICAl10N(s) USE LIVE LOAD DEAD LOAD FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 211110 TIVE P FLUE AREA ., utienl NICE — fl FIREBOX DIMENSIONS _ 20—INCH MINIMUM FIREBOX DEPTH. 12—INCH MINIMUM FIREBOX DEPTH FLUE naEn Il USE OCCUPANCY EXTERIOR BALCONIES 60 10 FOR RUMFORD FIREPLACE. 2111.6 �� _ QRONUBEAM,'; L FLABHNc AIN 4Ci HEARTH AND HEARTH EXTENSION REINFORCING D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. RESIDENTIAL R-3 DECKS (f) 40 10 .Qs ANCHORAGE WIDTH OF FIREPLACE 2111'9 _ OPENING THICKNESS OF WALL OF FIREBOX 10 INCHES SOLID MASONRY OR 8 INCHES WHERE FIREBRICK LINING IS USED TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 PUN VIEW E 2111.5 TYPE GROUP FLUE LINING DISTANCE FROM TOP OF OPENING TO THROAT F B INCHES MINIMUM 2111 7 ATTICS WITHOUT STORAGE (6,e) 10 10 2111,7,1 I' -- MORTAR CAP 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; V B SMOKE CHAMBER WALL THICKNESS WALLS NOT INCLINED MORE THAN 45 DEGREES FROM VERTICAL FOR 2111 81 ATTICS WITH STORAGE (b,e) 20 10 z'_ ( BOND BEAM DIMENSION G PREFABRICATED SMOKE CHAMBER LININGS OR 30 DEGREES FROM VERTICAL HEIGHT AND FIRE AREA QBOND BEAM FOR CORBELED MASONRY. ROOMS OTHER THAN SLEEPING ROOMS 40 10 { (Y)ANCHORAGE 2 F MIN IllrrrAAAuuu (D HORIZONTAL REINFORCING TIES HEIGHT FIRE AREA _ ___ FOUR NO. 4 FULL LENGTH BARS FOR CHIMNEY UP TO 40 INCHES WIDE. ADD SLEEPING ROOMS 30 10 oF�T MINCE ® - CHIMNEY VERTICAL REINFORCING TWO NO. 4 BARS FOR EACH ADDITIONAL 40 INCHES OR FRACTION OF WIDTH, H OR FOR EACH ADDITIONAL FLUE. 2111'3'1 HEIGHT. BUILDING. � aewFORTAL nes DET IL FORMASO2113.3.1 THE VERTICAL DISTANCE STAIRS 1' < wnUL u /�vemlcAL FROM GRADE PLANE TO 40 (c) 10 UNLIMITED AREA REINFORCING �' THE AVERAGE HEIGHT \1� FLASHING CHIMNEY HORIZONTAL REINFORCING J 1/4-INCH TIES AT EACH 18 INCHES AND TWO TIES AT EACH BEND IN 2111.3.2 OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 1' ANCHORSTRAP VERTICAL STEEL. 2113.3.2 AS PER TABLE 503 200 (°) 10 WALL THICKNESS 11 SURFACE E 2fiN- 5/8" Q CLEAR nE FIREPLACE LINTEL NON-COMBUSTIBLE MATERIAL WITH 4-INCH BEARING LENGTH ON EACH SIDE RANGE WITH \ CLEARANCE DETAIL WITH 2111.7 AS PER SECTION­502 OF ROOF �" MoaTnR R WOOD 1v IN MIN GROUT L OF OPENING. THE BUILDING CODE OF 30 10 „ MnT ERIAL s - eE�v,EENAIN.corvcREre NEW YORK STATE. ew MIN = ' ! MASONRYAHOCL,�r FLUE - nHCNOanGE xa IN LINING CHIMNEY WALLS WITH FLUE LINING M 4—INCH THICK SOLID MASONRY WITH 5/8—INCH FIRECLAY LINER OR EQUIVA— 2113111 ^ BOLTS EACH srdAP LENT. 1/2-INCH GROUT OR AIRSPACE BETWEEN FIRECLAY LINER AND WALL O ©CHAMSMOKE F� 1Qyl BERS S 'tl FLUE LINER v) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- EFFECTIVE FLUE AREA (BASED ON AREA OF P SEE SECTION 2113.16 �� LUMBER SPECIES AND GRADE POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. - FIREPLACE OPENING AND CHIMNEY) 2113.16 'I,IN MIN ;I THERMAL t CLEARANCE OR b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. �� DISTANCE t BIN MIN CLEARANCES ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER �i aVERTICAL NG _ `/� 21 IN MIN PURGE\B IN � FROM CHIMNEY 2 INCHES INTERIOR, I INCH EXTERIOR OR 12 INCHES FROM LINING. 2113.19 Twnl a HORIZONTAL FROM FIREPLACE R W c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY MORTAR'* �REINFORCNG TIES 2 INCHES BACK OR SIDES OR 12 INCHES FROM LINING. 211111 z COMBUSTIBLE TRIM OR MATERIALS 211114 ew MIN 6 INCHES FROM OPENING. ALL EXT. DECK FRAMING MATERIAL CCA NO PINE 2 AND BETTER DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING D,N.MIN ABOVE ROOF '� OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER HRRKNESIE , MEASURE FROM 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE OF FREE srnrvolNc RIN MIN 2113.9 STRESSES. �nllcnrvess a"TEL© � MRE OF nN rwcrc Mnsouav uNlrs WITHIN 10 FEET. Y Q EXTENSION TOP OF FOOT'NG F-i HEARTH ru IIN -I ExrRsION OPENING ANCHORAGE STRAP F O d) A SINGLE CONCENTRAl10N WITH WOOD TRUSSES SHALL BE DESIGNED IN mN rIeEERICK HEIGHT '�VEnnCAL REINFORCING CC) HEIGHT 20 IN LAP IF SPLICED TO NUMBER REQUIRED LINTEL L 3/16 INCH BY 1 INCH ACCORDANCE WITH SECTION 11802.10.1. FOOTING DOWELS EMBEDMENT INTO CHIMNEY S TWO FTI OT.1.NNSLnR� HEARTH _ FASTEN TO 12 INCHES HOOKED AROUND OUTER BAR WITH 6—INCH EXTENSION. 2111 4 1� w H THICNNEtiE E%TENSION ' FIREBOX WALL e) SEE SECTION 11502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ----- E THICKNESS NUMBER OF BOLTS 4 JOISTS }- - - � - -- T FOOTNG NDTH TWO 1/2-INCH DIAMETER 2113.4.1 O TABLE 11402.2 AGHDUMP OPTONAL REWFORCMIII IENT 1IT IN MINI eIN AROUND (FF-1F MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE CLEANOUT GRADE ,���'Ur T I:P y" FREE STANDING �J ��\ { ;•. FIREPLACE FOOTING rte, - '/' A '`\\` THICKNESS 12-INCH MINIMUM V J FOOTNG DEPTH Q '� WIDTH T 6 INCHES EACH SIDE OF FIREPLACE WALL. O (DFOOTING WIDTH-+I FOOTING WIDTHOT NATURAL 21112 AREAS OF STRUCTURE MINIMUM SPECIFIED BARS IN conwsTe T GRADE COMPRESSION STRENGTH (a) (fc) •i;,1 ;_ O FOOTING HEARTH 2Q IN MIN CRAWL SPACE 401 sq. . TYPE OR LOCATION OF CONCRETE CONSTRUCTION BASEMENT 1,195 sq. ft. WEATHERING POTENTIAL _,� NOTE: INSURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDANCE WITH STATE FIRE FIRST FLOOR 1,346 sq. ft. SEVERE (b) CODE AND THE RESIDENTIAL CODE OF NEW YORK. (SEE "P" ABOVE) SECOND FLOOR 1,178 sq. ft. BRICK FIREBOX AND CHIMNEY— BRICK FIREBOX AND BLOCK CHIMNEY— BASEMENT WALLS, FOUNDATIONS AND OTHER SECTIONAL SIDE VIEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLAB THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BALCONY 272 sq. ft. PorSIlin.h='_5annn, lFnnl=l0aamnl. LOFT NA ATTIC HOUSE O 456 sq. ft. BASEMENT SLABS AND INTERIOR SLAB ON FIGURE R1003.1 ATTIC HOUSE 6 570 sq, ft. GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) FIREPLACE AND CHIMNEY DETAILS GARAGE 486 sq. ft. ATTIC (GARAGE)(a) 264 sq, ft.NA sq. ft. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND BONUS ROOM NA ATTIC (GARAGE)(b) OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) RESIDENTIAL CODE OF NEW YORK STATE 261 SCREENED PORCHES NA SUNROOM 249 sq. ft. PORCHES, CARPORTS AND STEPS EXPOSED TO DECKS 773 sq. ft. THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) COVERED PORCHES NA COVERED ENTRANCE 54 aq. ft. POOL HOUSEZ CABANA NA FOR Si: t POUND PER SQUARE INCH + 6.895 kpD FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ACCESSORY STRUCNRE NA (a) AT 28 DAYS PSI OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. U au (o) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING e o CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) ' a g (b) WITH STORAGE (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) R602.8 Fireblockin r SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. required. Pireblocking shall be provided to cut offal) concealed draft Openings (e) SEE SECTION 11402.2 FOR MINIMUM CEMENT CONTENT. (both Vertical and horizontal) and to form an effective fire barrier between Stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame U ➢ „ R construction in the following locations. E t NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and z n E floor levels. Concealed horizontal fitrred spaces shall also be fireblocked at intervals not F Z e „o NOTE exceeding 10 feet (3048 mm). Batts or blankets of mineral or glass fiber shall be allowed as fireblocking walls constructed using parallel rows of studs or staggered studs. PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, 2. At all interconnections between concealed vertical and horizontal Spaces such as occur at AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO PRaEc No.FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, soffits, drop ceilings and cove ceilings. 848-2004 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed DMxN Be NOTE: spaces under stairs shall comply with Section R314.8. CMA EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist the free CHECKED He INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. passage of flame and products of combustion. Scue 5. For the fireblocking of chimneys and fireplaces, see Section 111001.16. 1/4"= l'-O^ . Fire locking of cornices of a two-tarn ily dwelling is required at the line of dwelling unit MTEos-z2-o4 SHEATHING NOTES: separation. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATIOM R602.8.1 Materials. Except as provided in Section R602.8, Item 4, fireblocking shall consist of (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITIONI. 2-inch (51 mm) nominal lumber, or two thicknesses of 1-inch (25.4 mm) nominal lumber (1 ) SHEATHING TO BE NAILED TO CCA SILL with broken lap joints, or one thickness of 23/32-inch (19.8 mm) wood structural panels(2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM with joints backed by 23/32-inch (19.8 mm) wood structural panels or one thickness of (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 3/4-inch (19.1 mm) particleboard with joints backed by 3/4-inch (19.1 mm) particleboard, SHEET TTTIE 1/2-inch 12.7 mm sum board, or 1/4-inch 6 4 mm cement-based millboard. Batts or NOTES & (4) SHEATHING TO BE NAILED TO TOP PLATE ( ) g}� ( ) ' blankets of mineral wool or glass fiber installed in such a manner as to be securely LOCATION OF retained in place shall be permitted as an acceptable fire block. Loose-fill insulation HOLDDOWNS N❑ SUBSTITUTIONS material shall not be used as a fire block unless specifically tested in the form and manner FOR WINDLOADS intended for use to demonstrate its ability to remain in place and to retard the spread of & All framing hardware shown on these plans, tY unless otherwise indicated, is Simpson Strong-Tie. fire and hFIREPLACE ]lot gases. CODES No substitutions are approved or authorized, R602.8.1.1 Unfaced fiberglass. Unfaced fiberglass batt insulation used as fireblocking shall fill the SHEET NO: Due to the relationships of framing hardware to entire cross section of the wall cavity to a minimum height of 16 inches (406 mm) ©Copyright 2003, East End Design Associates,LLC. All floor plans and elevations are protected under Federal Copyright Law. e other components of the structure, any framing measured vertically. When piping, conduit or similar obstructions are encountered, Plans may not be reproduced without written authorization. hardware substitutions will render these plans p tightly All plans property Design 3 of 14 P the insulation shall be packed ti htl around the obstruction. P designs are the sole roe of East End Desi Associates,LLC. null and Vold, and wilt result In the installer/contractor The right to build only one structure from these plans is liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization assuming responsibility for the design and R602.8.1 .2 Fireblocking integrity. The integrity of all fireblocks shall be maintained. of local governing agencies,such as Suffolk County Dept.of Health Services,Town Budding performance of the entire system, Departments,DEC,FEMA,etc. Verify all conditions,codes, and requirements with such --- ------ - . _ agencies prior to construction. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION _ USE Ol NIN ILS OF U iV0 Btl NAILS THIS ENDINEDi'6 SFl1 FASTENERS LLOW E LOA 1•° LOAD SIDE OF TRUSS. M T S 2 0 L T S 2 0 MODEL GA LATERAL WITH UPLIFT UPLIFT TOTAL IMP N0. RAFTERS TO TO UAVG LT. (133/160) NAILS REF. Od NAILS O TRUSS / PLATES SN05 (133) (160) , F, (133k INTO TRUSS _ STU J'- NOTE: REFER TO SIMPSON WOOD CONSTRUCTION :=�c SIMPSON H7 16 4-8d 2-8d 8-Bd 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND I/ TAKE-UP WASHER PROVIDE (i) HOAi OKT ON PROPER INSTALLATION PROCEDURES SDE DE CEILING U015T H6 16 8-Bd 8-Btl 3983 915 950 650 5, 44 'i AND ON 510E OF RAFTER DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) MODEL CA (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TVD /ARTt.12 NO AX. LEAR ULT. EFTA' CODE Btl NAll, 1}" 2" 2 ' 3• 3 • EFTA REF. INTO O PAN L Ott DIA } } 1}' 2' 2}" 3" 3F PLATES op ti EIGHT EFTA 16 24• 17• 381]•16-10tl — 4200 1205Ed IL 1400 5, 44, 85 INTO S P 4 STUD DOUG-FIR LARCH / 50. PIKE FASTENERS ALLOWABLE UPLIFT LOADS MODEL L AVG led led x 1}' CODE N0. ULT. REF. L!I- TA 10tl tOd x 1}" (733 / 1fi0) (133) (160) LSTA21 MT516 16 14 lud 14-lua x 19" 3116 1000 840 1000 3. 41, 128 MT520 20 14-1od 14-,OT, x ,}" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 LST20 20 12-10d 12-10d x if 2383 775 720 720 3, 41 rT, CNW- Simpson Strong-Tie W DOUG-FIR-LARCH COUPLER NUTIIE 11 T TYPE OF DIRECTION 50. PINE CODE DETAIL MODEL CONNEC- OF LOAD ALLOWABLE LO LADS REF. HGAIO Equal number of NO. TON 100 125 F 125 (133/ q ls0 specified nails in ^ G 55 64s s]o F-I I ' each end W LTP4 5 J 511Simpson Strong-Tie DETAIL "K"5 645 6]0 6, 39, 97 CS16 H� H 515 645 670 DETAIL 11H11 r/1/ C MATERIAL DIMENSIONS FASTENERS ALLOWABLE 1EN510N LOAD51'r'°(OF/SP) (133) HOEDOWN HOEDOWN `J MODEL TUD AVG LENGTH OF DOLT Wa DEFLECTION DEFLECTION CODE ARTj'x72 wW' N0. BASE B00Y ANCHOR ACHINE ULT. IN VERTICAL WOOD MEMBER AT RICHES AT HIGHEST REF. STU CA GA HB SB W H B 50 CL DIgA° OLTS ALLOWgBLE ALLOWABLE F+1 DESIGN LOAD DESIGN Ott DIA 1}• 2" 2}• 3" 3}' S}' LOAD WHEN RAISED OFF •O /SIMPSON H02A 15 12 4&• 21" 24" 8• 2$• d' 1�" 2 r 12150 1555 2055 2565 2775 2]]5 2760 0.058 0.077 2, A3, 82 C TAKE-UP WASHER 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS U 88 W 0�,�M NO. AVG OF / Re CODE µ4 ARTg"x12 Q W L STUD PLATE ULT. (133) (160) REF. I--+ SP4 31�• 74• -10d x 1}• — 2914 735 885 7, 40, 127 O MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE • O NO. GA W L NAILS F1a�R (133) (160) REF. Cliff) /� LSTA21 20 1 ' 21 - 905 1205 1295 7, 40, 90 V) MODELtROU NS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. LNAILS FLOOR (133) (160) REF. MSTA24 4 - 1025 1370 1640 7, 40, 90 Simpson Strong-Tie LUS46 MODEL FASTENERS ALLOWABLE TENSION LOADS NAIL CODENO. GA CUT LENGTH (TOTAL) ° SPACING REF. HDLA (100) (133 / 160) oo.IN q Ro NOTE: ALL HANGERS TO BE USED ON THIS PROJECT C516 16 CLEAR SPAN +31• 28-8d 1235 165024" 7. 40, 90ARE TO BE TOP MOUNTED UNLESS OTHERWISE Slnpson Strong-Tie MODEL S FASTENERS ON _ LIIA NOTED. FAILURE TO COMPLY WITH ALL NOTES H6 NO GA HEADERS pyG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION W H B led 76d JOISTS ULL 3) 160 led 76d Tod 16d To' 16d REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES n II LUS46 1e 3 ' 44' 2 ALL LIABILITIES ON THE CONTRACTOR. DETAIL E 4-t6tl 4-I6d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 HUS210-2 14 3},' 916" 2 8-16d B-16d 60]6 1755 2105 — 1650 — 1900 2065 1, 36, 04, 122 nTn �A TT N0. GA AVG UPLIFT S,rU 'INE AT I ULT. (133/160) REF. DETAIL 1 MODEL FASTENERS UPLIFT ARTh12 DET LATERAL CODE SIMPSON TO AFTERS TO PLATES TO STUDS (133) (160) 1, 1 F TAKE-UP WASHER 11CA1pKTN 1 4-5054•x1}• 4-SDS}-x3" 1 1523 435 435 7165 940 160 USE A MINIMUM OF U TWO Rd NAILS THIS SIDE OF TRUSS. CNW- TOTAL FOUR /. • 0 a SE A MINIMUM OF COUPLES NUT P4 COUPLER NUT •a Btl NAILS TWO Btl NAILS THIS INTO TRUSS S P 4 ST 5 a s I a SIDE of reus5, MTS16 " TOTAL FOUR Y: a : MTS16 SIMPSSTU ON LSTA21 SIMPSON a X60 q TAKE-UP WASHER U n / Rd NAILS HDCA TAKE-UP WASHER SIMPSON o 0 INTO TRDS LSTA21 Strong-Tie O o HUS210-2 CA rv0 g # IL Fl 7D (, E n IEA E In h� PLATES •p EBi VD77 dRMAIL Rd AIL j STDG Simpson StrnnO-TIe PLATES ••p DETAIL "A" II rOn ANCHOR BOLTS H] EIGH Btl NAIL / P6pJUTT NO, INT STUD Simpson Stron9-Tle ® DETAIL 1'D" DETAIL "G" DETAIL IIJ eaa-2ooa II 6RANN r: LFTA Stimpson Strong-Tie 47 CHECKED W.CMA EFTA EFTA ROD SYSTEM SCALE SHEATHING NOTES: ME DP CA N❑ SUBSTITUTIONS ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION 03-22-04 (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All framing hardware shown oln these plans, unless otherwise Indicated, is Simpson Strong-Tie. (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized. I (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of iFraming hardware to (4) SHEATHING TO BE NAILED TO TOP PLATE the other components of the structure, any framing hardware substitutions will render these plans LTP4 null and void, and will result In the Installer/contractor I assuming responsibility for thle design and SHEET RITE LTP4 performance of the entire system. LTP4 DETAIL °Ln SIMPSON WINDLOAD CHARTS & CALC. DETAIL Ilcrl NOTE: & ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE STRONG-TIE Simpson Strong-Tie REQUIRED AMOUNT CALCULATED FOR EACH CASE. DETAILS Floor-to-Floor Connections NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWOSHOT No: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ©Copyright 2003, East End Design Associates,LLC. LTP4 All floor plans and elevations are protected under Federal Copyright Law. IL "I3" NOTE: Plans may not be reproduced without written authorization. l th i plans and designs are e property of East End Design Associates, LLC. e so7 A LTP4 EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER All p1 L� INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. The right to build only one structure from these plans is liscensed exclusivly to the buyer. 1 Simpson Strong-T l e Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services,Town Building OOr-to-F�OOr Connections Departments,DEC,FEMA, etc. Verify all conditions,codes,and requirements with such agencies prior to construction. Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads - 6NmNERs Table 3.1 Nailing Schedule Table3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure g q -- Table 3.2A S/B" Anchor Bolts - Sill Plate to Foundation Connections Resisting - --- (Prescriptive Alternative to Table 3.6) i Exposure B ) Shear Loads from Wind - Exposure B Numberof Narcom of -- '-- - - Joint Dacopoon Common Nail, Bax Nail. Nail Spacing (Prescriptive Alternative to Table 3.2) •yA.1 1 -., ,1 Dead Law As.ampllow: Roof Assembly Dr. 10 paf IDma Hec,,,,d t,,,s' g5 9u 1Uo IIU 12U uo uo teat Than Semnd Grant Winds M(m h BS 90 100 110 120 IJO 140 150 Three second Dual Wind Speed(mph) 85 90 IN tic 120 130 110 150 WmA SpttdlmPl]l Rafter to Top Plain (l'oc-called) (see Table l.4A) Mass pa Table J.4A) perrefla - CulingJmmmTopPlate (Toc�nnil<d) (see Table 3.4A) pee Table 3.4A) pajaiat Raor Pilch RafSpn ,,, STRUCTURAL SHEATHING Foundation Building Dimcnaion SM"Anchor Bolts Number of Nd Corinna Nulsm IN Be.Nub beach sad of 1- "' F F E r F F E r F F [ r Number o(Balls Required m Sharwail Line'" Calling iliac mPanlld R.flcr (Puce-nmled) (see Table 39A) beer Table 39A) <nch la 0 1/4•Rwp" Su ornn P P O F F E F PP . Ila Couto Ceiling Joist LeDr Over Pannions (Fnoe-nndM) (ace Table 39A) pee Table 3.9A) each lap 12 t 2 3 Z 3 3 4 sneai:unp Loun,,,r Boar%1 rm,5pnung Sharw.11 Lim(fll 9 Colby Tic In Raper (pace-naledl (see Table 3 RAI (see Table 3.6A) aper tin 16 3 2 2 3 4 q 3 dnn¢s.nc1 Max,nmm Vmltimn'�np far go comma,Nntl,ur ma box NaJs Onaba.,11.I' 12 1 1 Z 2 2 2 3 l 16 2 2 2 2 3 3 3 4 lac Ing to RORd(Fac-nmled) 2-8s] 2-Ind each end 20 3 i 2 ] / 0 5 6 u n ❑ n I; a 1; n 1Z 6 ¢ e c 6 + n I; 20 2 2 2 ) 7 4 d 5 Rim RoedmRnBer(Ens]-purled) 2-16d ]-16J each end 312 24 2 2 3 3 4 5 6 T 16 n 12 6 I: 1, 12 6 12 6 1' fi IZ 6 I' n 1] 24 2 2 3 3 4 4 5 5 ,9FT1":4t!ei'wliilt tANtl Aeld j,&`r6•i1:4R I' •', 111lamar Cc,, 2a 2 2 3 4 5 6 7 a Iv± 6 12 fi R 6 12 6 12 6 12 6 12 6 12 6 12' 28 2 3 3 4 4 5 5 6 Top Plate m Tnp Phone I ime-nadod) 216d' 246d' per tom 32 2 3 3 / 5 7 A 9 24 6 12 6 12 6 12 6 12 6 12 L 12 6 12' Tnp Plates at lntcomennnn (Faceimled) 4-16d 5-16d James-inch side 6 I± I Story 32 3 3 3 4 5 5 6 7 Sled to SNd (Faneo-naibd) 2-16d 2-16d 24"o.v. 36 2 3 4 5 6 7 9 12 n 12 6 I'± 4 12 6 12 6 12' 6 12 6 6 6 n 36 3 3 4 4 5 6 7 A Hander to Hender(Face-nmled) 16d 16d 16"Oct.along edges 12 I 1 2 2 2 3 3 Par mCld Earle Lune In n 12 6 12 6 12' 6 122 6 6 6 n 6 d 6' n 40 3 3 4 5 6 7 7 9 Top or Bonn.Plmc lm Bml (FmLnniled) (,ace Table J.SA) (see TnMe]SA) persmd 16 I 1 2 2 2 3 3 ° In: n 12 n 1 n l:' 6 6 6 6 6' + 50 / 4 5 6 7 ! 9 11 20 I 2 2 2 3 4 4 5 '-° 1T 6 I: 6 e 6t 6' 6' 6' 6 E ! J' 4' a' 60 4 5 6 7 8 10 11 13 Bosom Plate to Flacmniii Hanaboal,codjomt or 246d" Z-16d" pa fact 412 24 2 2 2 3 3 4 5 6 1,mcFVlue:R,A,C,kAo l runs w'Linwm RICA 1. C. n' n' e' fi' n' 4 q n' n' 70 5 6 7 8 9 II 13 15 Blocking (Face-purled) 28 2 2 ) I 4 5 Ii 7 (,4nk rlWuall Rakc m asset Ouerhan n o 6 e 6 a 6 fi 6 fi fi' b' b' o' n' n' AO 6 6 R 9 11 13 14 17 20 3 3 7 4 5 5 6 7 32 2 Z 3 1 1 5 6 7 24 3 7 4 5 3 6 7 R J.iO to HnAgingllo loin (l'nc req+( " '.f d 111 ::"t4Epd 1 � ll, 2 2 9 9 5 6 7 N BOARD SIIEATHING meu6,ng sn' HallanTro"snauop 28 J 4 4 5 6 7 R 9 r GC'l) (I'm-nodcd) 4-fld 4-I Oil pajand 12 I I 1 2 2 Z 3 h1,mm,m NY1PC, nr Rd Camman Nnls m eel 2-Rd 2-10d each end Im.bm,O c l Par g,iPpart 32 4 4 5 6 7 R 9 11 Blocking to lout FromCalled) 2-Rd 2-10d ach rnd 16 1 I 1 2 Z Z l ) 76 4 5 6 7 B 9 10 12 Blocking to Sill m Top Plate(T.nailed) 3-16d 4-16d each block lapin ne ancalh,np I±.19 2 ± a 2 Stones 20 1 1 Z 2 z 3 3 4 2 - _ 40 5 5 6 7 9 10 12 13 i.In cr laughs shrmM1Cy 2- 9' ) 50 6 6 8 9 11 12 14 16 Ledger Smp m to Be mace-puled) 3.fol 4-16d rnch els, 5:12 24 I 2 Z 2 3 I I 5 - l 7, 177 Baal on Ledgerle Beam(FOC adc,l) ilcd) 3-AA )-IOd perlma[ 2N 1 2 2 3 3 4 5 7 7 9 Il 13 IS 17 19 Band Joist to Joist(Bndmlate( 3-16d 4-16d parfait 32 2 2 2 5 t pal ep+.meal clarl<dge•1'n1 60 Bend lois to Sill or TO,Plate bile-nodcd) 2-16d 3-16d par fact 3 1 / 5 6 ,1 70 8 8 10 12 I S 17 20 23 P r nn,.ap ong rel imemmdmre mppam,n lM1e panel field in r_l u 1 ft0 9 10 12 14 I7 19 23 26 36 2 2 3 3 1 5 6 7 28 4 5 6 7 A ID I I 13 r , ( :si n` `.a[S4j? 6tii RLSD'r8 "fIfIN - ' )'i{.`'T�JI",!'rfti 12 I I I I 2 Z Z 3 Im 1uul,hea nun lam 4 reel tit lite 32 5 5 7 8 9 11 I1 14 v gxn peummenilRc n[rhe mol.mclnWud4 Rcl rn each sdmrihe r0ufpcuk.the 4lbor Penmmm edge acne auxthmcm regmrtmenn Swcmnl l'nnel+ Ad IOd pa Table l,l0) Il, I 1 1 Z 2 2 J ] di.,u,.u,ca Jfi 5 6 7 9 IO 12 14 16 Diagonal BraO Sheathing 20 1 1 2 2 2 3 3 4 1Inulued1Lt=L 0C mill IPnnng aswma„nnallul lunched m innenmss fnlmnrg members with 0>049 For lrvmog members with 1)42< G<049,the nail 3Slone. 4n 5 7 8 9 12 13 Il, 16 1-xb"nrI",R" 2-8d 2-10d Perauplmn 612 24 1 1 2 2 3 3 4 4 +p+"r g,lied l bo Clinics]m 6,ndo,neis I"x 10"or wider 3-8d J-IOd Per multipart LbaLm'd n mrh oc ala 50 7 A 10 12 14 17 19 22 W 2N 1 2 2 2 I 4 4 5 ,a4 col "umn snealh,ng+rueFe4ln nalenlnue nanany men,6an w,IM14an.19 Fm miming members wilts n42<li<p.Jv,me nal 'IN(3r�A 'B�N)Jln(j.'C,';I.',, eiEj 32 2 2 2 3 3 4 5 5 11C.11 g„bnl lbe reduced m4'msh„u. 60 9 10 12 M I7 20 27 326 1 tem..11 n :I,CI nn I"m.n,.o,CC ,Hieninin 70 1D 11 14 17 20 23 27 31 , 1 a gnrwJ,edn+n,Mmn,+s lminry;mCmb=n win G>o49 nn 6am,ng members wnh.42«<uw,Ne n°'I AO 12 13 16 19 23 26 31 35 � F•••i � �"t Gypsum W.Ilbaud Sd cooler Sd coolers 7"edge/10"6dd 36 2 2 Z 3 4 4 5 6 .p,minguhn U.be mdu.cdw]uubss n.0 ' " ,l�fir5ri;'¢IJSISg15, 12 1 I 1 1 1 2 2 2 ledalamJ n.nl,paonRanaumrami,ldmg nmmeJ u,ss awreB Anchorage mquhmdto melt lateral load,shall be deoerm'nad la the(.Mdd..deer F go per Rection L 1.4, J Structural Ponds RA IOd Il, 1 I 1 2 2 Z 2 3 Anchor ti it timate ate bleed on na,W puna iv Table 3.2. (see Table].111 P P �i Fiberboard Panda 20 I 2 2 2 3 S 1 -- ° Anchor boltsahall et uniformly dlodWtM along thelagdrlathemSectilline,andira na lase shillthe mchor boll 7n6' 6a' - redge/6'field 7 12-12 12 24 1 1 2 2 z , , 4 Table 3.11 Wail Sheathing and Cladding Attachment Requirements for Wind spacing cxeeed6feet on center. For other anchor bolt limitapana,a Seepon 71.L7, 25/32^ R8 - 7"edge/6'fidd 28 1 2 2 2 3 ] 4 a Loads - ExposureB t Sill plates am assumed to be treated Southern Pine. Gypam Wallloma 5d caatels 5d Conten T'edge/In"Geld 32 z 2 2 3 3 HnrJboaJ Aa Rd .menlda3113 36 2 z 2 , J 1 5 6 Table 3.2B Bottom Plate to Foundation Connections (Anchor Bolts) Resisting H W Ha Pnrideand Panel Rd Rd (sa Table 3 TabW.ted canna(i0h rtquhemevu alWl be pemuvedmlw mmtlpliw by 0.70Im Rmriug nm iaard widJoafca of budding Three Second lion a5 90 100 110 120 130 140 150 ,mats windsacco m " Lateral and Shear Loads from Wind - Exposure a W �y D......I Roard Shalbog s Tabulated ridge Courted.laws u.imm a build,°&leashed In expaawal B. (Prescriptive A ITB W I"x6"or VCR, 2.8d clod Mauppnn ' Tabulated covvauon requirements ate barq on total uplift roms,0.6of the roof uaambly dead 100(ON x 10 p50. ptive Alternative to Table 3.2) 1"x Io"or wider 3-Ad 3-10d upp0n ' Tabulated Mran E F G F E F B F E F E F E F E F -- - requhamots anbwd onal2 inch ddge amp•PatbaW for diDmrnl ddge.maP.paela&,multiply the -- - - -- 1--3 Iv'c:Yd'�'ir4e l:.r ,�19A'C:,if•kgN;i;l' ReRE�r r 4 "�,_4'V!!i�d:�;a'}'s 1^,i '�y tabulated ailuro by the appmpdale multlplia below: Three Second Full Wild I� C � . Sand Sirem, Srmmnl Panels Red,eomapon Spacing(l,.) 11 Il, 191 2/ II 7Z Sheathing Location Maximum Nail for ed Common N.Ib m l m Box Nail. and" speed(.Ph) RS 90 100 I10 120 Il0 140 I50 Q (melanin=1 Epson, Buuom('lar to Foundation Anchor Boll O 1"or less Ad IOd 6"edge l l2"trail MWupiia 1.00 1.J3 1.60 200 100 600 "air,(hall l" IOd Ifid 6"ad,.16"red ' Wim.the Mbodbodoumberafuub required b each and ofthaatiap is ryual in land led framing banacnM m acmrdonce with I2 6 12 6 12 1 12 6 12 6 12 6 IZ 6 12 6 12 Commen9n Rwrsun Foundation Supporting Maximum Mchor Boit 5p.cmg 0n) ��' Diagonal Board ghrnthmg Table 3,I,the ridge strip and additional nailing ianot r�uhed. Immo,Zane 16 6 12 6 12 fi 12 6 12 6 12 6 12 6 Il b li Ill"Mchor Bolla "ar l"xP" + 24 6 12 6 12 6 12 6 12 6 12 6 12, 6 12' 6 12° Larrnl unJ Sl]cor Loddn 1-3atinn 30 1"x 10"or wider 3-ad 3-IOd per support Wheo.calif de i.and in heatoh ddge Mp,Ilam lumber of l0damma pub required in each end of the colla ur need not IOd pa support aced the lahulned number of Ad common ndh lin•sial trap,aNe nwnhr of 13d box otih iv Tach end of rM1a mll.r ate need par exceed IM1e tabulated number of I0d box nail,lin•tlttl.m . 12 6 12 6 l i 6 13 6 12 6 12 6 12 6 12 6 12 5/8 me; Bolts Nmling regwremenls are bused m wall sheathing period 6 inches on-cement the pmol edge,I(well sheathing b nailed l inched oncemer m the P I-J s'oncs 1"Edw Zone Ifi fi I2 6 2 6 12 6 12 6 12 6 12 6 12 6 Ile 45 panel edge to nMain higher shear Cartoons,ensilin uircmenr for trucNml memben.hall be doubled, Prescriptive limits ate bored oil aysump'ions m Table)2, Area d,or nitemar cannecbrs,such as aha` 24 6 12 6 12 6 12 6 12 6 if 6 12' 6 12' 6 IZa - When anchor bolls ur used'o resin uphR,Ihmnl,and chem loads,the muimom anchor bolt Spacing droll Dol exceed the laser of the rbulmaJ plates,shall he used i mmnlnm the land path values fpnipliil toed.(Table 31C')or bmml and shear loads(Table 3 ZB). Forolhann Wit hila Iimmli°m sae Sead t 3 2 rmJ)2 2.3. When wall ehaathrn I it continuous over cnnn 16 upamhm,the tabulatednumber HICfilaahn116e PenruBwmbe reduceA to l-16d Cud per Fnat BOARD SHFA Gm LAP mme 'Fal.,,Solaro nkled It I..d,(Tr Imit able3 farlmeralraland it h .,loads ads s(Tale32ume me Fortsheathheiancc°Nmcewlne-,th .a Seeli3.4 g Fmmhe iwall 1.3a mx Conomon m5rmnt 1l gage rmfing pelta and ll,gage staples me P<rmiued,check BBC for Wdmond nquioemenD AMERICAN WOODCOLNCIL AheelM1,n Sue RoBMfmm 8 Spatial Minimum Number of Rd Common Nails ar Had Bax Nail, types the tabulated anchor boll spacings shall be divided by lbe appropmon Sheathing type adjustment factor In Table 3.17D,bill m no case shall (inches,o.0) Per Samoan anchor bolt spacings exceed 6 feet on center lata AMERICAN FOREST&PAPER ASSOCIATION Ix6. leRShendom, 1224 2 2 2 2 2 2 2 2 Far three second gnat wind speed,grant lot. 110 mph,will]u tabulated Island value bum Table 3.5 Ammer Ned 262 Ph.lateral co„nenmms shall Table 3.9A Rafter/Ceiling Joist Ne®I Joint Connection Requirements X10 ar[-Crgar snea,ag 4 3 3 be determined turn&lM1e loads from Table 3.5 Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection (Prescriptive Alternative to Table 3.49) E snit rpamgmpnadedsnP.) Requirements - ExposureB - - -- _ - F Nod spacing at intermediate Supports In die nand field Un) (Prescriptive Alternative to Table 3.4) Dad Load Aammpiotn:No,rAsaembl DL=10 sf For wall ancnmim,within 4 fed ofair comets,the 4 Foot edge zone almmment rcgwrements ehdl be Wed. ---- Roof Live 1.ned Oround Snow Land ' T.bulaed 12 inch C C Call cpaing asman annlbing attached 10 studframing members with G>-0.19. for fmmingmembm with OtAll<0.49,the halt Nosemas Table 3.2C Sill or Bottom Plate to Foundation Connections Anchor Bolts hallIn reduced to6mahas.... Resisting Uplift Loads from Wlnd - Ex ( ) Thea Second Oust Wind Spad(mph) 85 901 100 110 120 130 140 150 20 par 70 Per SO Def 70 pif Roof Spall(ft.) For extedir Pnnd aidlnA,gdnnixw box nails shall be perminedmbe mbsumled oar mmman nulla Exposure B Rnaer/Ceiling lois( wall Number of For Common Naib or 10d rax Naih(Towelled) 12 2/ 36 II2 1s] 36 II 24 Ifi 12 24 36 ' Tnhulated nail spacings patinas building located in Bsposun B (Prescriptive Alternative to Table 3.2) Specing(tit.) Hmght(fl.) Required in Each Raper nal Ceiling Joist 10 Tap Plate Connection'"" Raper Spacing --- RnncrSlope Required Number of l 6d Common or 40d Box Naile Table 3.2A 1/2" Anchor Bolts - Sill Plate to Foundation Connections Resistin Terra seaaM Gaanvina (iv.) Per Heel Joint Canncctioni`ha'sn g S ad m h RS 90 l0a 110 IID U0 14U I50 R 2 2 2 2 3 3 3 Shear Loads from Wind - Ex Bmmm Place r.lmltldnlmn Co.,MBoll 12 12 4 7 10 4 ft 12 fi II 17 N IS 22 Exposure B _ 10 2 2 2 2 3 3 3 ] Connection Resislln Foundation SmVormg Maximum Mchor Bolt Spain,(,a I't .'-'1j Ifi 5 9 ❑ S 10 Is 8 I5 22 10 20 29 (Prescriptive Alternative CO Table 3.2) m Ib A 2 2 3 3 3 4 4 4 312 192 6 II 16 12 IR 9 IA 27 12 24 35 _ A'End Zo.cs E - IU 2 Z 3 3 3 5 4 4 -- - -- - UPllfl Looe 1.3 scones 72 70 49 R 3J Z8 25 2] '' � 24 8 3 3 4 4 5 5 5 5 24 7 17 i9 ® IS 23 11 22 33 15 29 44 Three Second Gus WmdSpeed(mh 85 90 too 110 120 130 140 150 Imm�arZOnn lis 0 10 3 3 4 4 5 5 5 6 12 3 5 8 9 6 9 5 9 IJ h it 17 foundation Building Dimcvtan ��11 it g Fir Mchor BotB td stones 7Z 72 57 43 38 33 30 27 �U ' Prescriptive limits we board on aasumpfiar"In Table 3.4. 41' Ifi 4 7 10 4 A 12 6 11 17 A 15 22 Supporting Perpendicular to ' I"Clolipuvc limits are based op wmm Y 1----II 9' Number of Bolts Required in Sharsvall Line p mm rte T able 3.2 U a ' Tabulated connection IrcmmM naaumeohuildin Ioatedin Ex tum B. 191 4 A I2 SS 9 74 7 14 2D u IA 27 Shcarvavll Line(R.) 9 t ° requ g po When anchor bolls 0m wed In rcmn uplin,lacerti,unJ shcn 100ds,IM maximum anchor boll spacing shill not exceed Inc lesser of We tabulated v t When Ceiling joists amiwmlledpaumleltomHere,tile..nofthelaamihinOrmufterataceilingj.SI hllegwlorexceednc� 24 S 10 IS 65 12 17 9 17 ZS II 2z 33 12 2 2 2 2 3 3 3 4 vol urs 6r upliftloads(Table 3,2C)orlateral Old Shear loads(Teb1e3.213). For other anchor boll limdatiovssee Second 12.17.nd1123 Q 1 o tabulated number of rwle required. 12 3 4 6 33 5 7 4 7 a 5 9 14 Ifi 2 2 3 3 3 4 4 5 (/7 E " To.,Old s Infill ,no moan than 2 tornail.shall be Installed in each side of a raga or ceiling t when fislmed to a 2x4 to lele Il, 20 2 3 3 4 4 5 5 6 h o P 6 AJoia PP 5,12 3 6 8 31 6 9 5 9 14 6 12 IR QI c or 3(lents m each dda when fwlaned to a 2.6 to Iota 24 3 3 4 4 5 6 6 7 i� F F AP 14 4 7 10 4 A 14 6 11 Ifi v 14 21 28 J 3 4 5 6 6 7 N ALTERNATE RIDGE STRAPPING Z $ R 24 4 H 12 SS 9 I4 7 14 20 9 IS 27 32 3 4 5 5 6 7 8 10 DETAIL TO BE USED IN ALL 0�h I Story CATHEDRAL LOCATIONS. V g 12 J 3 5 JI 4 5 3 5 A 4 7 10 36 4 4 5 6 ] 8 9 11 E rm 40 4 5 6 7 8 9 10 12 SIMPSON MSTA24 STRAP TIE � Cn t 7.12 16 3 4 6 31 5 7 4 7 10 5 9 13 50 5 6 7 8 10 Il 13 15 TO BE INSTALLED 16• oh 19,2 3 5 7 31 6 R 4 8 12 3 10 IS 60 6 7 8 10 11 13 IS 17 (ON EVERY RAFTER) ill iJ-1 Q 23 SHEATHING NOTES: 22 J 6 4 41 7 4 3 4 6 7 U 19 70 7 8 9 11 13 IS 20 20 ?' ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE 12 3 3 4 31 3 4 3 4 b 3 s a 80 P v II Il IS Itl 20 23 NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER 16 3 3 5 31 4 5 3 5 A 4 7 10 20 3 4 4 5 6 7 R 9 PROVIDE 2xB COLLAR RE PRO'1ELR ND' ASSOCIATION AF & PA WOOD FRAME CONSTRUCTION MANUAL 9 12 24 4 4 5 6 7 9 10 a UNDER RIDGE - 16• on. 848--2004 ( ) 191 3 4 6 3 4 6 3 6 9 4 8 12 28 5 5 6 7 8 10 11 13 FACE NAIL USING (4) 10D NAILS ONAgN Df: WFCM FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC 32 s s 7 s 10 11 13 15 TO EACH ENO OF COLLAR HE CMA 24 3 5 7 3 5 8 4 8 II 5 l0 15 UNDER RIDGE - 18• on. HIGH WIND EDITION. 12 3 3 3 3 3 3 3 J 5 3 4 6 2Studes 36 6 6 8 9 11 13 14 17 cHEexDt W. 1 SHEATHING TO BE NAILED TO CCA SILL 12:12 16 3 3 4 3 3 4 3 4 fi 3 5 8 40 6 7 8 In 12 14 16 IA O 50 8 9 10 12 15 17 20 23 19,2 J 3 4 7 3 5 ] 5 7 i G 9 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 60 9 10 12 15 18 21 24 27 a ° sGtB 24 3 4 3 7 4 6 3 fi 9 •1 N II (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 1 NOIIIng requirements shall be permitted In he reduced 25%dilute bre clinched. 70 II 12 14 V ZO 2I 2H 32 o e ° ° 1/4"= 1�-0" (4 SHEATHING TO BE NAILED TO TOP PLATE ea 1z a 16 2a 23 n 3z 36 ) Heel c.nnedions vin not required who the ridge is suppiodrd bynlondbwrinA 0011,herder or ridge Jai•Cud In resasuhen lied 2A b Dn>E: B h Pp 7 A 10 11 13 15 IN 03-22-04 mads 32 7 7 9 II U 15 17 20 When rnlermedimesuppud of(he rnRerisprovtded by vert'..,]arms orpurWst°01°adhennngwvll,the tsbdmindheelj°intconneclion 36 A N 10 12 14 17 20 22 requirements shall be permitted to be reduced proportionally tin the reduction in spm. 3 Stories 40 8 9 11 14 16 19 22 25 ' LquaIdenl Connections are required far.,longjmm to ceiling joint lapriplcec. 50 10 11 14 17 20 21 27 31 s Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly, 60 12 14 17 20 24 28 32 37 " Tabulated httl joint Connection n mmarm nb assume ceilinggone or rafter ties me located al the bottom of the attic space when haling 70 14 16 N 23 211 32 38 43 J 80 16 18 22 27 32 37 43 49 Jolts re sed Mics me located g factors in the pure apnea no attic storage i,ouumed,and the tabulated heel joint connection regniremems shill Anthaage required to rental Iateni loads shell be determined m do.founded m design Section 1.1.4. he increased by the fallowing fedora' gra per TT Pnchormo limen am benwcdal,w.umnted Iohm, hle 3 ehaa DETAIL rlmn Gelling Height/Roaf Ridge Fleet Joint connection Anchor most hall be mrformly dutriburd al�ngtha leogd'uf the anemwall line,nod who Co.shat(the mchur bola 1V1 NOTE: J spacing exceed 6 fee(on center For other anchor bolt limitations me Section 3.2.1.7. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO � k-� Htight(Htl14q) Adjustment FonOr. HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED v2 2 Sill pbta.r laeumed,°be marl Saul Pine. SHM rine: AMOUNT CALCULATED FOR EACH CASE. "� ----�- .- - 1/3 Is T T~ . I/4 1.33 NOTE: 1/5 Lzs NAILING PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS 1/6 L2 SCHEDULE REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, 1/10 111 ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET & AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) Note.Lalemlde0edianofthemflerbelow the raflerheamay exceed Jl4inch When nflerlieaarelocatedaboveone-third OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO or ridge Iagh',H„or when ll,is grater than z feel and may require additional consideration NOTES FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY AMERICAN FOREST&PAPER ASSOCIATION DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: sHtxr NO: EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO ©Copyright 2003, East End Design Associates,LLC. All floor plans and elevations are protected leader Federal Copyright Law. NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY GABLE STUDS SEE LAYOUT . Plans may not be reproduced without written authorization. r MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. ( ) All plans and designs are the sole property of East End Design Associates, LLC. O 1 1 ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. The Eight to build only one structure from these plans is liscensed exclusivly to the buyer. 1 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments, DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. EHOINED3'S SOME. Table 3.23D Reduced Full Height Stud Requirements for Headers or Window Sill Table 3.24E Header Spans for Interior Loadbearing Walls ALL TABLES ARE FROM THE AMERICAN FOREST & ALL TABLES ARE FROM THE AMERICAN FOREST & Plates in Exterior Walls Resisting Wind Loads - Exposure B & C PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL supporting Two Center Bearing Floors) PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION Dtstmee ftnm Tnp PMte Down Well H Height (a)or postal srote BOIiOm Phare 0p to Window Sill Plate(b)to Decd Loaf AnauwVtiom. R rd L'vdor8 Assembly DL= 10 pef FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION WNIIIeight(x/h),whercxisit.lugerofaorb (PRESCRIPTIVE DESIGN) 00 U.1 U.2 ,9 L0 W'idth(A) VE DESIGN) 03 0.4 0.5 0.6 0.7 O.tl 0Building Wall stud 12 24 1 36 Sprang un) Header Span(R J Ninal-real Height Sad Requued al E.Lh End ofthe Header' Maxw HcadcoGi.lrr Span.lot 1 1 1 I 1 [ 1 I 1 1 nmmon Lwnber So eche¢'" q I Headers Su orl size (a.nL) (11in) (a.-m,j TABLE 11404.1.111 I 2 2 2 2 2 2 2 I pp - PLAIN CONCRETE AND PLAIN MASDN1i�FOUNDATION WALLS Table 3.23A Header Spans for Exterior Loadbearing Walls Resisting Wind Loads - 6 1 2 2 3 ; 3 3 3 2 - IHe Floor only 2-2X1. 2-10 2. 1 I-B PLAIN CONCRETE MINIMUM ud - L PLAN MAG TIIMINIMUM NOMINAL WALL Exposure B .2 8 1 2 } 4 4 q q q 3 � eu:nA1 iCenmrB7.2xfi 4-2 7- 1 3-M1 WALLTNICKNEBBpncMed) HICKNEBe[Incnul MA%IMUM -- IG 1 2 4 5 5 5 5 5 4 [ 3-2x8 S-a 111 3.3 MAXIMUM WAIL UNBgLAHd GM,GC Se MH,ML4tL Salldaxud' 9C.MH,MLCL J 22x10 6-6 4.9 7 11 HEIGxi 1 3 4 6 6 6 6 6 4 I BACKFILL NEIGHW GW,GP, SM,SMdC and lno,Mmk GW,GP,SW one DM,GC.DM, ad Metal Three Frenal fu,r W r d Speed 14 1 3 5 b 7 7 6 5 , .-2.12 7-6 5-G 4.7 Oa.q bees SW.ntl SP .ns]ML CL 9P eM-BC and ML CL R5 v0 100 110 120 130 140 150 16 r 3-2x8 h-R 4 ID 4-0 - 4 6 1 6 6 6MIW4 nrA 6sohtl`orS 6s.li!a n,R InTri l 3 6 7 tl $ 8 1 fi ? 7 1 5 __ n G n _ 6sobd°oIA F Ir I 1 I I I 1 I 1 1 I }2x10 3-1 M1-D 4- I1 a Ma%unwn Iiader'Glder Spens for Common Lurcher Spmies' '''"'° q I I ] 2 2 6 6 N 6 solid°or 8 fi solid°n,a $ 2 2 1 1 I 1.2x12 9 5 6- I'. 5.9 fi 6salldLmB 6 5 6 6 t 6wlid'l orb E In ,vc Id-a) (R.-HU) (flans] (R.-m) (R:m,) (D:m.) (R.in) (n:m.) R 1 1 2 2 3 3 3 2 2 1 4-,x11 -8 5-8 d-8 - 6 G Ar, tle A U 1, 16 1 2 2 3 3 3 3 3 2 2 4.2x:2 9.4 6-10 5-8 A 6 n 6 6edr °ur3 3 u ._,4 7. 1 6-A 6-0 5 5 5-0 4-, 4-1 4-0 10 1 2 3 4 4 4 4 4 '1--2x12 IU-IU fl 6 6 Bx 10 3 2 6solid°... .4 IU !xI A. i 7 9 7-11 h 4 5 1D S-5 5-0 4-8 12 1 2 3 4 5 5 5 4 3 7 I Maxrmurn Head<rlUneer Spam for Glued 9 N A 10 I:` Asande 10 12 I O.arIiJ` 6 5 4 J Laminated Beans S It 7 2 6-7 6. 1 5-3 -t 2 6 6 1 6 fi 6 6xoliJ°raft 6so0d°or8 I a s 14• sand° blood lot 10 13 . ]xlu 10-3 9-6 8.9 7-!1 3 6-0 6-3 •_-10 16 I 3 a 6 G 6 6 6 4 1 1 Size fR-ia.) IF -.n) (Rains] 6 6 a tl,a _x1 IO-9 ]0-2 9-2 8.4 7-ft 7. l G-7 6-1 2 I 1 1 1 1 1 1 1 I e G ex A 10 v ' -hF II -a IU-N o-a 8-9 X-1 7 5 6-II 6-5 4 I 1 L 1 1 I 1 1 1 1.5500 5-4 3-} 2-fi IU 12 ❑sold° ] 250 12.7 II -10 10-fi 9.8 8-It 8 7 7-, 7-I 6 1 1 I & 2 2 2. 2 I 1 I 3x6.975 5:8 4-1 3-2 R IJ 10 I' 12 soled° FIran IIII 8 1 ] 2 '1 6 Irl G 6en ufd orR 6scia: or n„ R mglr rTl 3x8156 a.11 4- 11 }-10 N F3-,( ] 13-2 '9-fi II-1 10-: 9-4 AA A-0 7 h 24 2 2 2 2 2 2 1 3x9.625 9.4 5-9 4-5 S 6 S' 8 R IU 4-20 I7- 1 .2.5 I1-= 10-2 !1.4 8.7 8-0 7-s 10 I 1 2 3 3 3 3 7 2 1 1 lxII1KK1 IG 8 6-7 5- 1 " 6 8 8 Ill In 12 +.sa LJs 1-2x10 I4-6 :)-A 12-4 11 -2 10-3 9 6 A-10 Ad 10. 1 _ 1 1x13750 I7-4 g-3 6-4 y onnJr •rs .rare ialc"1- v Fou 12�ef FnmJ 12solidd I:^tenors: 2 2 3 3 7 3 3 2 2 3x:"775 3-U 7.5 4 R r v',d° Fnomom r Fwmme r J 10 10-0 9-1 R-A 2 4 4 3 3 7 nomE PoolnalCr rmmalee W 42x1.'. IS-i Ib-5 li-0 I -9 I - 3 3 4 n 16 I 2 7 4 4 4 4 4 I hl Invh-_`Sala,.) u. =l0_k ten,IP P V h 6F5U. 3 2 I 3x15.135 I4 A 9 1 7 U 1 Mmsvutl J,,T,,M,uS.lajRa... xM1All hr lad in slung Sunt.Un muted Anllnw If"91 Muxu my HnWedu'uJerS (ur Glues]Lwstnalra aGarM''44f ' P .rs ae P:anmcJ Lxcer whoa Ln mw„v i..Juu,eJ. M,..... Pwx TlMulp.1f.'of[hucsore (I,C)dil,d by,hamplebctoeachf,lff.gM eludshe&(NFHnlmlhe uvit lerenlioed(w)¢rvcn oil aLlcli 1,16.500 16.0 9-10 - h5a - ..rnrdan;r„nirhe la,iO:J Sod Clxnslicnrmn 5ysum RernmTvbh 84115 pores hulfuflhe header spun(I/:)dlvldM by the mquued muuber alfa))hci [eRlds }xl>,BiS ^ 10-x 6-3 Il,h,dan 1-1 kfvl Luyhtvthcclllrmaired of(Ar Lelcira ay,om rOmsa nun S." (ft _n) (Rain.) (R:hod (A. a.) (R-in) (R,-m) (T:iu.) (R.-in) Cls (NPH)eelected(tete 3.23D. Top or➢ottom Plate[u Each Full HeiClst Said Conveadnn=wa 21147•][ N (� O (V ) , M1ac,lil '4 " pr gmusson InavlLail, n,nlenmenncree slob is".v.n:a, nunnh,lanrnl `J t� 7.5.31,0 n IS-5 11- 11 12-A II-i 10-R 0- II 9�} 3x19150 11 -6 R- II tab)sial))Lr mLvr,led item:he e¢e.m.@uxL Freund leve 'n Dem It be iumim.vn.rcn s].6 IF'�C I'"IM e.Se¢I •roaredh.LLI1 .1 ur,rud,nesalry.nn, nmwn,eoehn ,edrrc<w.Mable l(4041 Ill)on devgn hal be Forlikid IA,M,aIn..... Inn Nis o v Is-6 b-2 13-U 12-U 11- 1 IU-4 ].ZU 615 0 1?-4 , • ed 1L87v0 e o v 15 6 14.2 13-1 12-2 11-4 3X22.000 n 13-2 10-2 v 'Nell c, Linkms,..m'w6m:he,,,,,,dUd mm,m.rr spennrdcal. Iron lb If....oN ., Ioro �_ _ DDIb IS To Plate 1x24750 n '4. IU 11 .5 - p1 t5S,eY P ./ Fs. ls9.rr2 :: rr n r IS.4 t4-2 I7-2 12-) 3x27]75 w- - 'F_L'N-lila F/--11 Isle rdl[I c v v v v 15- 1 Iq-U 13-1 � P ° 1x12775 n n n n - 14- 11 I1- 11 I 5x5500 h- Ire 4 IC 3-7 •, o _ fi-I 4 61•I1750 15-8 14-8 8-7 TABLE 3J5125 n n 15.4 5x .625 120 8-6 69 REINFORCED CONCRETE ANDMASCIFIR FOUNDATION WALLS O1-`8 MINMUM AEICREINFORCEMENBgEAND BPACING `FA t,17FII 5X12.325 15-5 II -0 B-2 84MCH NOMINAL WALL THICKNESS h5x11111 13-8 9-9 7.3 � w` rF�GFQSyryJ]i11; O1W'r'I MAXIMUM WALL MA%IMUM UNgAIANCEo - Ball elarw° 5%15.125 0 13- I0-0 HEIGXi BACKFILL HEIGHr^ G� M,GC,SAI,SMHIC in°ML eC,MH,all an iinarpmlc O 3.19]5;1 .. u _ u u u n = hest) GW,GF SW and SP.an. ..It. CL II h]C 6a Full Height-,, 5x16.5°0 a la-1 1IL Ill )IeeU IN or O U] 1.' ld :1 v v - in c o o - Stud Jack Stud v 5 5x17.875 IS- 10 II-9 L. #4 at N4at.140'oe. b4 an 6 r,4 nl4R"u° 4Sm• p,}'75 u n u �, n ., . � 5x19,250 v v 12-8 - N4 a140'a.a 16"o.c. WlndoW Sx20�fi23 n a 13-7 4 #4 at 46' o.c q4 e{4R'o.r r/'x 3,3J 1511 0 _ 0 0 v , has , #4m4R"oc Vl Sit Plate \ R Maxrmom Alowoble headeN dente ezcmds 16 f¢La v".are tlb' o,r #4 at 4fl'nc, N4 u,a. 5,;5 znp0 0 0 = o - o c a ���``C``` Mr V P _ hmaeJw l6 feet, 7 44abtYo,c l•nr, Nan. m-,ir.„ M3 at #5m40"r,- 4.8:50 u o v �� ' Tubulated epacs me hnwd oa#2 Goods Hem-Fir,add are applm.ble o r. h5 a!4U"ae F6 PI b8'e.c. enc•.'S o v v v - e Io sperm with eque,or greater F,and E fast the Supplement(,e, 5 04.1 as-u c. 05 or a c #. L Murm,m a louablc hcvdengudeo saute are IlrNted m 16 feel 5' 6 #4 aI 48"n r N5.14F' o e 1 as 40 a L Uenglns Fir-tomb,Saalhern Pine,or SprucrPme-Fu) Par M; HS at 4R' ;16m4P"oc 45 at 10' 4'F al?4' o c v v �\ 'T Cirtdc lrunber,apvvs shall be multiple.by 075 c Y,S at 40" #6m40"n.0 #.(x124`°. Teiuklo, lcde..pnns shell be arachnid w be doilies]by 0,96,In,frumag a,,b,sell within B lett ������ .� 1 Tabulen,ry. ,assumc_`4F rombial dlnm. 5 44 at 48"ae 14 at 48.1 ' n f),1111 irp rn,ars G L. US at 411' nc �Y�\ TvLulalyd spnns na.umc hcvders supporting Magee xpw ReorjOms, 4 H4 X148' 9 c #5 x148'ec bh s s]8" ar Ta,ulamt aPau aasuaneabaildinRlmted in nxpneureFl Bottom Pl ata-' ���� � Fnr hrvders supponmgcontmuu,o two saw HdnnnnM tehWmed N h5 at 48'u1. #6 at codeox46 v,12'ec US a:SIU"o.c. F,6.132"tic #6 at 24'oc �L ;Pax xLnll be amluabcd hyo A9 9 46 at 40"oc• M6 at 24"ac #600 Ifi'a,c ' The nombr oaecheaJercqu#2relMed at each en, of the Leede-epa06e detto,,alnad firmgral Table o 122E `� �L� hnr hl: Indr 254 mm, )totl-2 r. lbs m„rhea nf)vete surds required al eucL mdoLhe header xhnl 6c - A pm Taaulatet velum are hash nn p2 Grade Men,Fir nod are epplicahly to Rreome will alunl or greuler � ' m F,a,d E firm the Supplcmmauj.c I Fun gluR Fir-T I'll,S,nnhcm Pine,ur Space-Pme-PD) d ed i T bl-1"aC n hbun slmll ba lepr ill IT sand mmm.ry all he la d Lr ranting acid, Till, L nlremm'ea rcmli,n:rg us,van and a ,noajhlol .a.eyu,ral<nl ernes-arhar.l nam of nminaemenr pe.Inual fact of wall sMll be pe..e.ad Provided In, ' the earliieder of AHLhme24Fuvrequanmrg lulnm, avfvE Tall rrrrnneel ales res exceed 77 nates ' I6c number of ILII hnghl s6Ms:<gmr<d at cecb end of Ne header ehWl be,determined in azmrdvu<e raticll:ce-ollemncshell U,(161)mwivue. Th,Jietaace tram he Ina albrrad.atl<m The a r�l m the center vf,•edicl r,flmn.cnnbell,e.'Ice ml Ls. 3Jc. Table 3.24A Header Spans for Interior Loadbearing Walls Table 3.24C Jack Stud Requirements for Headers in Interior Loadbearing Walls J ,au cla=e<,at,.rare udonL-w.m mEnm6ed suit Caesrfieahyng - -. - r.L,mel.,eE.1,cot--511 a..Ma.x:n<m:1<rtnre i,eeigl,annr eKrenr,xre a)sabot-ndr,c tie smell, wllnean mlerior carnHe IN[,m (Supporting One Center Bearing Floor) ...k=lgnr:en•,nl,<rrea.an�1-nm me<xrr:;lrnh ama.dle.el le he apanhe,nrrmr ronernr.lab, Fra7m<a,nr annnlnrlee I Table 3.238 Header Spans for Exterior Non-Loadbearing Walls and Window Sill Raaf SPen(R.) Plate Spans Resisting Wind Loads - Exposure B Dead Load Asmmptione Rlwfif-eilirg Assembly DL-10 pt - 12 24 36 Header Width Blmldmrg Width(ft.) 3" 4.5" 511 6" 7" 4.5" 5" 6" 3" 4.5" 5" 6" TABLER4W.1.1((] Tbne Second Such R'rd eased l2 24 36 2-2x 3-2x 4-2x 2-3x 3.x 4-2x1 2 2x 3-2x 4-tri _ REINFORCEO CONCRETE AND MASONk�FOUNDATION WALLS KS 90 100 110 120 130 Iq0 ISD VERTICALREINFORCEMEMTDIZE AND SPACINOee Nnphl Maxlmmm HEadEdGlydEf$pane far Hinder FOR 13JNCH NOMINAL WALL THICKNESS U Ips Render Supporting 1,1 Af�-ALL MAXIMUM UNBALANCED Sell cbaaesa Comrtnoa Lumber S nee FP^m 8 Number of):vete Studs Re uired at Each End of the Header - � .J a Maxunum HcudP ^all Span(R) q BACKFILL XEIGHP GW,GP,SW and SP c Urdcr Spa:M Por Common Lurcher SpecivxHwders Su rlw p..n .ora se,All MI.CLare mammal, -� Supporting Size (R-in.) (R:urs] (R-in.) _ GM,Gc,SM,ease8"ML si so0. � �= BIu 2 I I l 1 1 ] I 1 1 I 1 ° 4s].1 72 o r0 o r4r at (riin1 H in) o in) (it (DAR) OL-in 10. in' ,r1-,a.l Une Noor Only 2-2x4 4-4 3- 5 °'c• #4 at 7Y"° ^ a oa ( ) - 1 1 2-6 44 at 71' a Nq nl'12'o.c. ����77 (Cent<r Hearing) 4 1 I I I I 1 1 1 1 I 1 1 #4 at 48'l I7W 10.0 ;.) fi- 0 /-J ' , 5-2 S) 2-2x6 6- 6 3- E 6 ham 72"tic A4 m4tl'a.c. 5 4- #4 vt 4Sr,0C. 1` o I - 4 9 q.t q l 6 1 1 1 1 1 1 1 1 2 I 1 I _ p4 at 77"oc, tl4 at 12'tic NSW Sfi'nr 1-2x6 i0eli '0 7 I0-0 D-6 P-3 7-I 0- 11 6-5 6-u 2.2x$ A-1 5.9 4-E One Floor Only B 1 ] 1 ] 2 1 l 7 2 2 2 I 5 #nMR"oc. q.t at 72"uc �" 1 #aW,2 tie U - at 2-2.4 ust, .0-9 Ina 0-2 E-4 7-e 7- I f-6 f•. I 2-2x10 9-11 7-0 5.9 H"cnla Dearing) 10 1 1 1 1 2 2 1 1 3 2 2 , R d4 al ba"ar Na at 5Vca Y5.1 72"uc O I g is is _-2x6(0a0 5-0 1411 13-5 12.2 II -? Ilya 9-i Y- 1: 2-2x12 11-6 8-1 6-i 12 1 1 I 1 2 2 2 I l 2 2 2 y #5 a,64`o.c. #4 at 32' nc 14 2 1 l 1 J 2 2 2 4 3 ] S West 411'1.c. 44 et}?'ec (A E A-a1411 0.1: e Wdt i2'oP p4 at 72'o.c. w4 n,72"uc G T.nnlded header spas,heh be pemrrnad In be divaind by 0 or, 5 a frmamg act located within 8 Re, fbmldmp cnmere 3-2a$ 10-2 7-2 5- 10 16 2 1 t. 1 3 2 2 2 4 3 3 2 d e7 X172'o.c, C4 at 36"as AS 11140 oc. -e F ° TPbunned saws esumcabuildmalncared,n F,PvnreR 3-2x10 12-5 8 9 7-2 '7 44 at 56' ae e i w 2 1 1 1 1 1 1 1 I 2 1 1 1 r 44 at 61 ,a C4 at 40"uc. #6 al li4'o,<. Fz s M ` Tabulm<d hevder:pnn,at:nosed on 10 Hart wall neillil Far 1Ih<l wall hnghtr,H,the triallod header lips.,shall he donderl 3-2x12 14-4 IU-2 $- 3 2 1 1 1 ] 2 1 i 1 1 2 2 2 I x, t u "06 at 6a"oq, 06 til 4e" N_ - N o e 47.172 clic. t 96.140"u c v E lr(FPlul Ishas"' 4-2x8 11 .6 8-3 6-9 6 2 1 1 I 3 2 2 2 4 3 2 • 10,51 1 .In 254 mm,I Iasi 3643mm. � � � 0- I -' labu,a¢dlITa.,arc hanednn b?@odesher,pAand urenpplrcebkmr0emesu,d;equal or gaster Fa nnJ EGumIli, 4-2x10 14-4 10-1 8-3 Two Flnnn 8 2 t I 7 2 2 2 5 3 3 3 + Moru,1.116c I)pe 1110.S.mdnevnrtr shall Lr)Lit inmontes nod 0_ Tho,ernher.if„Lleugla<R'-larch,Sounc�m plus,or Sp,.ce-Pine-F.r1 4-2x12 D 11 -9 9.7 (Cenlcr Fell 10 2 2 2 1 4 3 3 2 6 4 4 1 bglJem,memnl'nrcmP bur rite.and+7nr,lg Lava,g au rqn.,relcross-vn+ion,)erev nr rnnforcenmm nllnml Ponteresu sP' m4 til res Nnfo,ce.vn aces ter e.ce<d T inch,. P. II shall he arm tied pro,JW the W W Q ' Thenumher affil Le.gll..wJv rcynrctlunch evd of'J,ehmder shall be dermrinN in necuNun.e wtlh'13?3C. Maxwum HmadedGudm Spina for Glued IZ 3 2 2 2 $ 7 3 3 7 3 4 4 . v,.mcrinerearamm its,lyorndr65nni.a.y lnnnce fit.o :hehccofNennot ideofJm,rull� riinEoI afvedmW rcminrcmea,LJl be es leas a L.Mcd Beutls`�'l 14 3 2 2 2 5 4 3 3 R 5 5 4 %b mc+e 16 4 3 2 2 6 4 4 ] 9 6 5 5 dS:.I:I.....,rre in acwrdancewnl larL...h_d snit Clamfwa,as Sydem Relerw Thhle R405... PROI Nor Sin fR-iu.) (R-in.) (ft.mJ whom the numbsrafeck and. 1,the header shall 848-2004 I q be permitted to he supported by fiMnmg avehor adachedmthe Nll. ur 5.dnncrd psrhfd 6,aabriafrter....,wrorb ?'bem Is,d,a nee Rdshs,lundlevca wherein m.ior c...rerc,bb,: , height well elud, ha.krill Lm81..-hall be memnrN firm Lav aaennr limsb P arts, Yue veli.'bc ID6.Innae I Table 3.23C Full Height Stud Requirements for Headers or Window SIII Plates In 3Kssoo 7-3 s-9 4-a gaa.m ln.e.muern lire bHenar rar<mrc d,6. DRAMN Bw Exterior Walls Resisting Wind Loads - Exposure B 8a C 3x6,875 9- 1 7.3 5-5 ° .An alurvalent numbera full herghtstuds Are penmhed to replacepick stint when adequate gravity'conblicarnameprurided, CMA 3x8.250 10- 11 8-8 6-6 CHECKED Bs% W ell bond Spacing(in) 3x9b25 12-9 to- 1 7.7 TA LE 1140/1.1 47 IJ Ih 24 3.11.000 14-7 [1-7 9-8 REINFORCED CONCRETE AND MASON �ya FOVNDATIDN WALLS g3-r. HemlarR n Nuenberot Full lie,ght Said Required at Foch 3x12375 a T MINIMUMVERTICALREINFORCEMEW SME ANDBPACING,. pun( / End of the)leader 13-0 9-9 FOR Io4NCN NOMINAL WALL THICKNE36 1�4"- V-0- End 14-5 10- 10 ux9gLgN ED _ HEION 3 I 3x15.125 v IS-11 13 -0 MAXIMUMyea, IwgLL BACKFILLNEIGHir OR 51N GM,GQ SM,SIN Sc v ado ML sells as promote CL..It. �� 1 17 "D 4 44x156' oc. 44.156 ac Be,MH,ML-CL and D�22-G4 C. ? 1 - 3x16.500 v v % C 7x17.875 th n - N4 x156'ae ' ' IM1 1 44 x156"°1 44 of 56"oc 44 at 40T r, fi 44.156'rare 64 X184"u c #4 at 40'n.r 10 5 •1 3 5x5.500 8-$ 6-10 6-0 h4.156'n.c 06.156"o,c CS 1148"ox -2 6 5 7 5x6.875 10-9 8.7 l ;/4.156"ac tl4 a143'ac 4 i 7-6 5 #4 tit 5G'uc b 4 hs]at 56"o c -5 P 6 4 5X9.625 IS- I 12-0 10-6 A " #4 ant8'o,c MS X15(1 tic .ha number of Nle lHH, 1 midroUnned am ch nod of We Sx II Ooh G 13- at at 4A"o.e 04.02" g6xt56'a,c, tl 12-0 8 #5 nt 56"ll 45.140'°.. 47 at 56'.I. leader shall He pcm'ncd w be redLCed in Malnutrition eth 3x12.375 v 15.5 13 .5 5 #4X[56"aC. #4 at 36"o.c. #•1at 48' tic •lc rcqulremcnts ofsccLnn]41A .c.and Td'Iv323Lt 5x13.750 v u 13-0 9 6 N4 at 56'oc 04 at 40"or #4In32"Da 44 a156'a.e. 1[5.1 is"no 46x148" o 5.15.125 n v ,. ° 44 0l 12"n.e C6 0l 48'ue. 84 at 16" u n SHEET TII1E: " MaXmtwn allowable belldedgirder span(exceeds 16 rem,spnns are ) 45 at 40'u v _#6 at 40'a.c ,97 at 40"I, linnfed to 16 cal. T"NI Inrh-^s4 nu.,I :w -3043 - a Muria 111,11 tie T,N M a,Said mnaanp'slat1 he led a ru.I Wild. FOUNDATION Tabulates with arebased or gratr2(3rad Efrom the Suppand lement ent(nblc L..Alarr.ne mmlb,cirg'"II,.,wdspsa,n,,ailing11,elHI,nkulcrnxs-wainnae umafreinfumemenlper broad rml no wnllshnll be ..J THICKNESS to,penes with equal of greater Fa and B'fmm the Supplement(i.c, spnanA ultra mrnforcenmm'.I'11111x11117^i,.ches, Palm Fountain, & Douglas Fir-Larch,Southern Pine,or Spmeo-PmcFm), For#3 Gale a 5;-:m -nn Tate,.,'.shall ba Greae 61.minimum nm Jntance Ran Nc ficc til the ern sideoNK esu Un lheammofvenica .sinfnrenem shall.^.e v'1eaL' REINFORCEMENT hamate,spays shell be multiplied by 0.75. '5 roe,ter ' 4So d,».,arlKaccord....esu,ri'l ed Sall ca."rr,nn"s.rler, Rck:,adbleRtesL TABLES Tabulated mB a 24Fco,aprorIglsingl I I'nieach X,k:Jl III flyd Iion.Lcuh:g fine a"ana,m.dn,m:br for at mar,East, war......ml.nurcarc,Udab�" dE l For laatedep supporting eon IT rural Twotiia tacticians Flbulat lets. neklll,,bI,.rrI"reasurmlfnnd.e ene-mrlm6h gmn,d4.A le 1111.,°fan reamcrrene,loL P'°„ J.4em,cuhmced Far Lenten supporting con Hnunw owe sp+nn Roorjoists[ebulated %pals shell be multiplied by 0,89. eIHS7 NO: determined number From Ta etude required vt cnclh end of the header shill he ©Copyright 2003,East End.Design Associates, LLC, Jeternvned Ram Tvble 3.240 All floor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization. Ali plans and designs are the sole property of East End Design Associates,LLC. of The right to build only one structure from these plans is liscensed exclusivly to the buyer. 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SKEET W, All plans and designs are the sole property of East End Design Associates,LLC. LEFT ELEVATION( The right to build only one structure from these plans is Acceptance sed a of iese to the buyer. 7 of 14 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction. DIM EFnS Si FUEF�I=, II II III '�' 1, h, II IIII-hill ILII 1111 II II TII FITF _ U �mm�III II hI ' 1! ' 1 '! 11 II II IuIII 111111 ! m� IIII ILI LII III 11 , _ _ _ — i1 L� 11 111 " 111111 11! 1IN 11 111 11 111111 111111 ray 1 111 11 1 I,,1 11. 111111111 II 1111111111 '111 LLLJJJ JJJ_JJL_JJJ 11411 II 111111111 IJII 1 ^ pG 2 III ;I 1111 VII -� 1 III IIII III II IIJI IP. 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II 11 11 11 1111 0 1 II III II!Illllllll l - - - - , 11 '11' 1111! 11111 L .1 '1 L '� hlllll! !11111! i1 111111iIJll� '�i , 11 1 Il lll�lli 1 Hill 11111111111, 111111111 :1111 ! 11111! !' " II II II 11 ' ',Iry ! '. 11 II I II ] � �� 111111111' 1. 1111111! ,111 !� ' '' P 11 !x 1111111111111 II II '111 » 1: 11 ; 11 1111 ©Copyrilans and elevations End Design Associates,LLC. :1111 Vill11111 II ,1111111 � 11 I 1 � "' 111111 � 1 1 'I. 11 !11111111111111111)11111 111111 II '11111 ] 11- LI I-TI '1 I11� �1 1 I 11111, .1 Illll 1 III Illi li 'I II '1 � ', IIII I Allfloor plans and elevations are protected under 111111111 'i 1 II_IIII,II 1111111111 111111 :I II 11[1ILII Loll�1 - — -- - . II '�I 1111'' 1 1111111111 JII' 1111I11111l 111! 1111111 L ' 1 ,1 , 1II !IIIII ' 111 ' 11, I' I '. III11L 1 _ III' -- 1 '11�I111 II 1 1 1 ' II '.I II 'I 111111_111111111111 II LII II,ILiIhJll_Il_ ___ _ __ I ' 1111111i11I ''Il it II 1111 '',1 !i 111'' ,;11111111111 1111!11 11111 11 ,111 -_- - 1 Federal Copyright Law. 111111IIIIII1111h1111111II' !IIII 11 II 11 .I II ,'111 :! 1111 -1 n' - 1IIIIIIIIllII11111!1III, II111111IIIII I `1, �I ' 'Ill ' III'. IIII' 111 'I1 'll1 'UW IIII '�1 I I1 � II! 1II I _ � I � � �111 'I " ' 11 '1II ',', '1p �, ' III i� .l I. Ill II ' Plans may not be reproduced without written authorization. s"�' NP All plans and designs are the sole property of East End Design Associates,LLC. The right to build only one structure from these plans is liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right 8 of 14 REAR ELEVATION to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction. ENG8R1Di'S SERI: NOTE ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS WASHERS. (SIMPSON) NOTE: FLOOR JOISTS ARE TO BE SOIFROM BLOCKED 48" oc. FOR FIRST BAYS PARALLEL TO EACH OTH EACH END OR SIDE OF HOUSE ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF 4x4 CCA POST ON TOP OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER 12" DIA CONIC. FILLED SONA TUBE PIER. 72, ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND MIN. 4-0 BELOW FINAL GRADE) TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. TO BEAR ON BEARING UNDISTURBED SOIL 37 -23'q 10' 494 2'-43'4" 22' (INSURE SOIL BEARING BED SN) EACH COLUMN TO HAVE 12" ANCHOR BOLT AT TOP OF PIER BOLTED TO 4x4 POST ANCHOR WHICH ATTACHES 6' TO POST. TOP OF POST TO BE ATTACHED 5" '-1 Pyo" 103'4" too" 1Py4" 10y4" 1Py4" lUy4 1Py4" TO GIRDER T USE OF APPROVED POST - •- - fi•- — 8'_ •_ c.- TO GIRDER ANCHOR PLATE FOR I 7 CONTINUOUS THE DOWN (USE APPROVED SIMPSON HANGERS SEE DETAIL) C D r"iP.ta rr• rRnFR jz)2x1tLC3'A_GIBpER__�_j2)2xf4CGA_GIR _ E "'moi FI-1-12jzxnl.CCA GIBDEB_ 121n.i0_CCiGIB p )2x]fLCCA.GI80EB_ _� _(2)2,c1➢ LCiGIBOE6 M1zx(pSG LIRDEB— U I 4.4 CCA POST ON TOP OF EDI 12' DIA CONC. FILLED SONIA TUBE PIER. w o °F °m or °o (MIN. 4'-0" BELOW FINAL GRADE) TO BEAR ON UNDISTURBED SOIL10 0 TONT h ll I ¢ 1 1. �� o EACH COLUMN IL TO HAVE12"12NG P ANCHOR o 0 0 0 v o pl BOLT S TOP OF PIER BOLTED r^ O 0 o p o o �` TO 4.4 POST ANCHOR WHICH ATTACHES "� o� n TOPOST. PGIRDERTOP BY OSE POST OF APPROVED POST p N LU LL CONTINUOUS TIEDOWNTE FOR 77 ^ W �I T E R p ON SMPSON HANGERS VED 77 1. •-103'4" I 5 103; •-103'4 1DY4" •-103'4--�(—� 1Oy4" 2' 4' •-4�5,. 1y4" 2,_ " 8" PC FOUNDATION ON wA � I 16" x 8" CONCRETE FOOTING (2) 2x10 CCA HOUSE BEAM (2) 2x10 CCA HOUSE BEAM (2) 2x10 CCA HOUSE BEAM T 22xIO CG GIRDER �4p (2) 2x10 CCA HOUSE BEAM MIN 4'-0" BELOW FINAL GRADE ON 4x4 CCA POSTS SITTING ON 4x4 CCP POSTS SDTING IO-V I ON 4x4 CGA POSTS SITDNG -—- — - ON FOUNDATION FOOTING. ON FOUNDATION FOOTING. ON FOUNDATION FOOTING. o 2'� ON 4.4 CCA POSTS SITTINGI �� c� ON FOUNDATION FOOTING. �-2xID CG GIRDER 2 2x10 CG GIRDER )2x10 CG GIRDER -2x10 CG GIRDER —(2 2x10 SCG GIRpER l41ry ` -— — _ I -- (2)2x10 CG GIRDER T/1 n NOTE: FOOTING BENEATH THE FURNACE AREA IPBEAM BEAM I V1 CHIMNEY TO BE MIN. p pROMDE OUTSIDE • POCKET ` _ _ 1'-0' THICK AND EXTEND •� 16 I AIR As PER NYS. $ I ° ° 6 CODE, 5(Pae I 21 -634• BEYOND CHIMNEY BY I PROVIDE MIN. OF CRAWL SPACE Z F / u 6' ALL THE WAY AROUND. °0 100 SF. 5/e' 0 ♦ g m u w w FIRE RATED ° F'�`j ( "4.0 % ¢7" - 16' ac x I •I 2' PC. SLAB ,I SHEET ROCK 1O I D ';T$—�' m Q ABOVE FURNACE N U m \ •I CRAWL SPACE 0 x 2' PC SLAB VERIFY ALL DIMENSIONS •1 BASEMENT V� BASEMENT I o p AND CLEMAFICE AS PER. a PC. SL w I $ •w NYS CODE. $ ♦g 4• PC. SGB �' I ❑ 1' Y p CONCRETE 8'xtfi' I m o FOp BE FLOWING MOVE p I I BEAM j1 a RESTING ON 12' " a AS PER NYS. CODE a m • POCKET N THIGH FOOTING 3 — VERIFY ALL CLLARANCES x x _ AND CHIMNEY LAYOUT Y I I nB OCR OIgT STEP FOOTING AS REQUIRED TO ARE IN ACCORDANCE '�' Y 1��y�IR LN_ WITH NYS. CODE - 3 L MAINTAIN A MINIMUM OF 48' 0 0 DROPPED GIRDER 4 r T nn' FI QOR JOIST I BELOW FINAL GRADE. w � " � INSURE SOIL BEARING CAPACITY. i o -4" 2'-8" V - " 3'_5P2" 14'-2)'4" 8' PC FOUNDATION F p I I I - r 31y' STEEL COLUMN ON ON o w e - .�- _iv Help. x 9H' LVL 2I 1 .}_s LN. 0 p BEAM � I pROPPm GIRDER DROPPED GIRDER z'-D' x z•-o' x Y-fi' 16" x g' CONCRETE FOOTING POCKET Q L --F J L I CONIC. FTG Om.) MIN 4'-0" BELOW FINAL GRADE -;S 0- ABL I J)f" s Il+COLUMN m w/ (4)O05 BER EACH i0 w •w Hw'� z'-D' x z'-O• x t'-B' BASEMENT w I n x w w o CRAWL SPACE �•h q GONG FTG (TYR) v) "w 4' PC. SGB I I o'm m Q> ` z• pc. sus I I w/ (4) #5 GSI I' I GARAGE p o I I w m _ m DBL. FLOOR JOIST 4" P.C. SLAB W/ 6 x 6 WWM -m I I I I z m<J _ n •-3uz• _12•-83'4 3'- Ap 14•-7)i" F -I I UNEXCAVATED as 0Z o�� w a_ BEAM 1yj • LVL �- ,(2) x e ' LVt, 2L try=s r r Fl_oOR J0157 I COMPACT SOIL I ¢ In law POCKE _ ORDPPED CIRDEF T' DROPPED GIRDER-I (n i `y., E^y �I DROPPED GIRDER I PLUMBING WALL • T\' L L -I - -( L . $J FLOOR JOIST I I N MINIMUM 2" SLOPE w D w~p I 3W STEEL COLUMN z 0� I Dc d F ^1 o a o — I z'-D' x 2 0' I.O W40 x - 16' °c I �p I I O w¢p U D FSTs ' z I < a o taut FLU; (TYP.) w/ (4) • °CTINDIRE �Jmrn InC ODcr w• i Z5 O �Mn •w p 4rc' li - v / 1V14 • - 6" uI p I I I I rc4 OR BASEMENo 0m Er o J 4' PC. SGB n o I I 3 5I BASEMENT wo l 4' rT PC. SLAB I rc 1 I WWA om .) STEEL' COLUMN 21 -4" 2'-0'-W x 7-0' x 1PROJECT N0: L — CONIC. FTG — — R BEAM "/ (4) /5 REBARAR EACH 848-2004 — — — — _VI POCKET DIRECTION J DRAM BY _ _ _ _ _ _ _ _ _ _ CMA — CHECKED W. 281T-- 2617 r 281 2817 STEP FOOTING AS REQUIRED TO \ / � � MAINTAIN A MINIMUM OF 48' UNEXCAVATED (, BELOW FINAL GRADE. M £ a INSURE SOIL BEARING CAPACITY. .J�p� 1/4"- 1 -O" 4I " " 4' Pc. swe 4 8" PC FOUNDATION ��/v{ DAM. h 4' BRICK LEDGER ON ` IIID C/ 19T 0.3-22—D4 A 7 -8" crop OF mcx m 16" x 8' CONCRETE FOOTING �o/, BE 10�of 1HOUSi�W ��'j MIN 4'-0" BELOW FINAL GRADE x FOUNOAnoN WAu) ((( / �6 C �- - �� -2 1_3'_4" "�_7•_g^ Ig• D{-3•_4" 7•_2"- - 4 14'-6" 11 14'_6" NOTE: ALL ANCHOR BOLTS 12 38' 22, �¢' ' ARE TO HAVE 3"x3" BASE 72' PLATES TO BE USED AS WASHERS. (SIMPSON) NOTE: FOUNDATION P LAN FI BLOCKED 48" oc. FOR FIRST TWO FRAME FLOOR JOISTS ARE TO SOLID FOUNDATION PLAN ©Copyright 2004, East End Design Associates, LLC, r v'1 BAYS PARALLEL TO EACH OTHER FROM All floor plans and elevations are protected under EACH END OR SIDE OF HOUSE Federal Copyright Law. Plans may not be reproduced without written authorization, SHEET NO' All plans and designs are the sole property of East End Design Associates,LLC. ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF The right to build only one structure from these plans is liscensed exofthese to the buyer. 9 Or 1 4 H BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER Acceptanceofthese to the buyer. gs not authorize the right y j ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. to build without the authorization of local govenning agencies, such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes, - ._ _ and requirements with such agencies prior to construction. - --- - ENGINEER'S SPR: 72' 0 22' 1074({ T-113'a" 21'4 7Y4 4 7'-1 Y' 11•-4" 6' W U W Q =ONI.I-TR PSTXRSE RNLS ANO WNO WS ON FIRST FLOOR' SNJRS AS PEN NYSARE TO BE SET AT B'-0'CODE IF REQUIRED (TO MATCH DOOR HEIGHTS)) N z f DECK DEA5EANDERSEN 2� c) 9 4� ANN AS2S. i 1W26W26 52 3-SM 1W26522 ANDERSEN ANDERSEN ANDERSEN SWRCHIM t3 •IOyM1 (2) 13x4 x 9Y2" LVL HEADER O Fy SSA/ N \ J N 50B0 ANOERSO TW3052 1W3052 MG60M r2-43x4 '( fWGANDERSEN ANDERSEN 3'SM (� 13, x 9Y2" LVL FLUSH HEADER 1W30410 1W30410 3'SM (2) 13x4 x 9Y2' LVL HEADER (2) 13x4 x 9V LW HEADER (2) 13x4 x GJrz' I VL HEADER : 10, L 2080 _ — _ yy•�� m w U40 (2) 13x, x 9Y2" LY HEADER 'U1 anccuzzl 14'-3" I DBL 2x12-16'O.. RIPPED FROM 8}" .��. "T+�Io DR,vN I BREAKFAST ;.�UD/LAUNDRY POWDER ¢� N e AT THE E)(T, WALL INCREASED AT -�' " ° I� NOOK �x ROOM <€ }' PER FOOT SET O 8'-10d' o rI� '03 0 Y N ABOVE SUBFLOOR. Lrm m 4080 DO. ° ml „ ERM'-6 o ° ° m O W140 x 11 " 16" Oc \ n `5 NNn � ISTD �•• 3,1�^ �, x �€ Sw z: x I" 2050 UID FIRE RATED N N SUN 3g W.m, �o FAMILYJ = _ - - c;— ==- - °M°TH°RSE"u°cosusY yyvv pnA $ . ROOM ,B Zs0 w sJ 1 ROOM O' 4 HINGES PITCH—{' PER FOOT N v m IN ROOD F fires z�rc; m PPRO DE 9{' TYPE x W 11I- c4 o FlRE-RATED SHEEIROM J m •+ 19 _1^ 3 te^ 2 OON F GAR E.AND COLING NNn z' u u° KITCHEN "" � °m m PROVIDE soFFl0T 10 S >a FOR PLUMBING m m mm • .5� a� Z .I I.v m .U-1 0� SO m_ m n xT w N m DBL 2%12-16'oc. RIPPED FROM 7j" x ° `N' N u Wei, o z AT THE EXT. WALL INCREASED AT to ®/ O O Iv o�� ^ $ Ea �n ;" PER FOOT SET O 8'-10j' n I mew xy`N I $ o ABOVE SUBFLOOR 3680 T.O. 3080 T.O. • (1) 33' x 18' GLUE-LAJM DROPPED GIRDER U (2) 13'4 x9Y2' (z) 13ixBYz. - - -- - aF.'C) o a LVL HEADER LVL HEADER GARAGE U 5V2" ( 1%' x 9 ' Loi HEADER '-636" 4" P.C. SLAB W/ 6 x 6 WWM I z _ W740 x 11�' - 16" oc ��LOOR J ISTSJ ISTS 6 . wIY ¢ w m 1i y { ANDERSEN 3SM ANDERSEN 3Y2^ °NLA MINIMUM 2" SLOPE o� II RZ�Q� y 9 w M30510 1W30510 a p o EZj 1O0 b0 ZdIOO�D fy UQL vi S �o LIVING DINING Acw.+ "'0 o ROOMx xTME ROOM PBRO DED SHEE' TYPE x 15gFlRE-RAZEIROCK o wJ V O I mw Y 01 m�, ON WALIS AND CEILING `� ^3 x9 5 • a9 OF GARAGE. v PROJECT N0,1 848-2004 m i3 O1 m Yi3 w140�1 'J-I6C Z1•_Gttt• DRAW W. Ir'J (2) 13'4 x 9J¢" LVA HEADER CMA _ CHECKED Rr: 14'-3" (2) 13x' 9Y2' LVL FADER 3 SM - ANDERSEN ANDERSEN yr PN055'IBLE LOWON FOR M3052 W3052 SGLE _ ANDERSEN ANDERSEN 1200-333pppBBBO-1280 ANDERSEN 'u1 PNOERSEN RANGE HOOD DUCTING t�4'- t'—O 1W]052 TW3052 . I I 2xE 0� � I o 1W3052 TN3052 VERIFY WRH MANE. SPECS. ` ME =.FIN�0&�S.ONBR�� 14J / BOXED HEADER NNOWS ON FIRST FLOOR0 22-04 OR PRDNOE '44 \ y ARE TO BE SEr AT B'-0' ' 2x4 CJ. VA1 (TO MATCH OODR HEIGHTS)TS) ,B' HBkG PFAMAfASI COLUMN r` ( 'v 'lK NFI➢FA /� '_gY{" �7'-2 10" 7'-107'-2"- 44 11'-2'y4" ✓/�//a SHEET i1IlE _6" 14._6.. --1 4' V FIRST 21 36' 22FLOOR ©Copyright 2003,East End Design Associates, LLC. PLAN 72' All Boor plans and elevations are protected under FIRST FLOOR PLAN Federal Copyright Law. Plans may not be reproduced without written authorization. SHEET NO: All plans and designs are the sole property of FIRST FLOOR AREA 1,595 SQ/FT. East End Design Associates,LLC. FRONT COVERED PORCH AREA 54 S,%/FT. The right to build only one Structure from these plans i6 GARAGE AREA 486 /FT. listened exclusivly to the buyer. 1 O of DECK AREA 773 SQ/FT. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction. MIN. PLATE SPLICE ON WALLS PERPENDICULAR ENGINEER's sEw TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. C D E NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 72' NOTE: 16'-4 jj' "— 7'— 2 -9r2 EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER 12 21 ' 21 93'6" HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. rrl U Q r� ANDERSEN ANDERSEN // 1 — — — — — - - — —_ V30410 YSM 1WW410 // TW30410 TW30410 6x6 CG POSTS I/F1r1+/Ijl „W/ WRAPPED WRH 1x MATER� Z 12. MD FLASHED 7• '-11" 7' �31' 2'wit- 11'—,Oz 0 -L3V `? CCL. 1 I � n PROVIDE LEAH COUNIER MASTER m BEDROOM °o M ^ FLASHING MOUNDBEDROOM I Mb� O ry-I, CHIMNEY D ROOF Y� N yw I\ IINTERSECnONS 6x6 CCA Posts i° WMATER . WITH I a i I IDI O } = MO PUSHED 2660 2680 2660 YU I T/1 BALCONY � 16 �! �' �p•_�2" � I Vl PRCH }' PER FOOT w � m IN ROOF RAFTERS M LINEN I M I a n '-11N2" 2CL 060 1O' PROWOERS OF �— }• cou DOWNED wmt o g (1) LAYER OF }• ACI ' I F/L BATH STAGGERED SEAMS UNDER RUBBER MEMBRANEur jp'_ SYSTEM, 0' ROOF M, PROVIDE •– I N n FLASHING MOUND PLL J Y O POSTS AND FLASH UP HOUSE WALLS MIN. 12•. in .4122 3 2 WFIMPPEED WORM 95" 'e0 M 1„ WIERML MASTER ^ MD E HED BEDROOM 26M N 4060 DO, d - - I I I I I 334" BEDROOM I OU I i„j F9 rn 14'-3^ -- ------ - - - - - - -- -- - - --- - P " ANDEREN ANDERSEN M30410ar IMYlO3 0 TWRSANDERSEN10 MM410 F — — — — — % `� PROJECT Na 848-2004 C L — J � DRAwx ar: p E \ CMA CHECKED W. Gql£: T —to" .—to"" 7._z" 1/4"= l'—O" 12' 39• � 22, 03—22-04 72' SECOND FLOOR PLAN sxEE RE SECOND FLOOR AREA ] 178 SQ/FT. BALCONY 272 SQ/FT. SECOND FLOOR NOTES: ©Copyright 2003,East End Design Associates, LLC. PLAN ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION All floor plans and elevations are protected under AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE LAND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Federal Copyright Law.Plans may not be reproduced without written authorization. SHEET NO: ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION All plans and designs are the sole property of (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE iAND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. East End Design Associates,LLC. The right to build only one structure from these plans is liscensed exclusivly to the buyer. 7 Oil` Acceptance of these drawings does not authorize the right 1 14 to build without the authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Town Building Departments,DEC, FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction. EHDINEfa'S SELL: MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO C FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. W f1 - -- ---- -- — Z1 \�2 — W F� - - --- -- - - -- - ----- -- ---- --- - -- L , 3 Ir / FLAT ROOF PITCH a ~J a Q VL S U ay r J DLL o� - - oW oy C) iW x Q H II � I o� � IIr — 7 L U� c JL Jt] <LJ — -- ---- �I I i O II JI IJI O IL —r - - -terI C/] D / FLAT ROOF PITCH \ —J 2x12 RIDGE r— — —� 2.12 ROGE 2x12 RIDGE LL - -- -- I F- II L — — — JI II II I I I I I IL_ _ _ IILII II I I I L - - - - L - - - I � rjL — _— — JI - - - - — I I I I I I Ir- - - 71 I I I r-- - JI I Of NK LL_- - oW I I IIIA II I I o� I ^ Ln o — --- -- - Ov I II o II _ �1` II A E" q Z W WWA as L- ---- - --- - - - \ 1 PFWECT H0: D E 848-2004 DRAWN W. CMA CHECKED W. 1/4"= l'—O" DA ROOF PLAN 03--22-04 SHM TI11.G ROOF SHEATHING NOTES: PLAN©Copyright2003, East End Design Associates, LLC. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION All Floor plans and elevations are protected under (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Federal Copyright Law. Plans may not be reproduced without written authorization. sHrer No. NOTES: All plans and designs are the sole property of ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATKON East End Design Associates, LLC. (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. The right to build only one structure from these plans Is liscensed exclusivly of these to the buyer. !1 O(` ,t ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION) Acceplanceofthese drawito the gs oyer. not authorize the right G I 4 (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services,Town Building Departments,DEC, FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction. ENGINEERS GFAl: NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CONTINUOUS RIDGE VENT 2x12 RIDGE 2x6-16 ac COLLAR TIES M° 2x10-16 oc RAFTERS COX ROOF SHEATHING BOLT 15$ FELT 25 YR. ARCHITECTURAL ROOF SHINGLE 2x6 RIDGE POLES - 16" oc. ATTIC WEB PACKING 2x6/2x4 STRONGBACK W m U 3, cox sueaooR GWEp & NAILED 01� W140 x 93" - 16" GO FLOOR JOISTS 1x8 FASCIA `-R-30 INSULATION 12" SOFFIT (VENTED) 'IFy'N"JJI •W/ PROMDE (T)LAYERS OF PROVIDE 2x DUCK BOARD I" COX COVERED WITH MASTER DBL 2x6 PLATE w SYSTEM WITH J"x 6 DECKING (1) LAYER OF 3" AC BEDROOM 1�,I / I R-19 INSULATION STAGGERED IMEM5 UNDER CL. 2x6-16" Oc WALL STUDS FASTEN TO THE TOP RUBBER (MEMBRANE a PROVIDE HANDRAIL ROOF SYSTEM, N PROVIDE NOTE: ENSURE FIRE BLOCKING IN }' FO-1 SYSTEM AS PER FLASHING AROUND ALL TYVEKXHOUSEWRAP MING M POSTS AND FLASH UP WALLS AS PER N.Y.S. CODE. 18" RED CEDAR PERFECTION x W NYS. CODE HOUSE WALLS MIN. 12". NUL SNSIEM DBL. 2X12-16"aC. RIPPED 3i' COX 6UBFLOOR ;:• COX SUBFLOOR SHINGLES w/ 5)¢" EXPOSURE RUBBER MEMBRANE ROOF SYSIEAI FROM ]j" AT THE EXT. PRCH J'/ PER _r O GLUED k NAiIID GWEO h NAILED 2x6 SHOE WALL INCREASED AT � IN RaoF "Rs _ ' PER FOOT SET 0 8'-10A' f 'r 2x12 HOUSE BEAM O O ABOVE SURFLOOR. M40 x 11 " - 12' oc FLOOR JOISTS ROOF RAPIER SY6fElA ROXED GIRDER 1x6 VENTED SOFFIT AROUND PERIMETER HANGERS R-30 INSULATION DBL 2x6 PLATE SEE DETAIL •C DBL 2x6 PLATE R-19 INSULATION FAMILY LIVING FAtvA LY 10• HEAD PERMACASr COLUMN 2x6-16" oc WALL SHEATHING ROOM R-19 INSULATION ROOM ROOM 2x6-16" GG WALL STUDS BRICK VENEER TYVEK HOUSEWRAP NOTE- ENSURE FIRE BLOCKING IN TYVEKX HOUSEWRAP WALL THING 18" RED CEDAR PERFECTION — NOTE: ENSURE FIRE BLOCKING IN WALLS AS PER N.Y.S. CODE. 18" RED CEDAR PERFECTION SHINGLES w/ 5)i" EXPOSURE 3;' cox waELmDR WALLS AS PER N.Y.S. CODE. W GO 2x6 SHOE GLUED &NAILEED GLUED &SUBFILOORNAILED 1' CDX SUORCOR SHINGLES w/ 5J§" EXPOSURE GLUED & NAILED TOP OF FouNwnoN 2x6 CCA SILL PLATE w/ 2x6 SHOE TERMITE SHIELD W40 x 94' - 116 oc OOR JOIS MI x 9;" - 16• oc FLOOR JOISTS BRICK LEDGER & SILL SEAL V440 x 9 - 16 PC FLOOR JOISTS — RIM JOIST GRADE —(z) I x ar LW - 2x6 CCA SILL PLATE w/ N' x 12" ANCHOR BOLTS R-19 INSULATION GIRDER TERMITE SHIELD & SILL SEAL R-19 INsuunoN GRADE DAMP PROOFING 8" PC FOUNDATION WALL BASEMENT BASEMENT R-ta wsuunoN )¢" x 12" ANCHOR BOLTS 2• PG SUB 2x4 KEYWAY 1 -1 lY4' -5" 3&' 6 Eo COLUMN 1 IN x 8" F FOOTING z'-D• . 2'-0• . P-6" MINIMUM OF D48"IS BELOW FINAL GRADE CONE. Em (r .) BEAR ON UNDISTURBED SOIL ./ (4) #5ERMAR DAMP PROOFING 8' PC FOUNDATION WALL INSURE SOIL BEARING CAPACITY 7�� g' 8" PC FOUNDATION WALL2x4 KEYWAY 4• P.C. SLAB 4' PC SUBSTEP FOOTING AS REQUIRED TO 2x4 KEYWAY 16" x 8" PC FOOTING MAINTAIN A MINIMUM OF 48MINIMUM OF 48" BELOW FINAL GRADE BELOW FlNAL GRADE. 16" x 8" PC FOOTINGBEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY. MINIMUM OF 48" BELOW FINAL GRADEBEAR ON UNDISTURBED SOILINSURE SOIL BEARING CAPACIT INSURE SOIL BEARING CAPACITY U 0 .P & E a a V g - E CROSS SECTION A CROSS SECTION B CROSS SECTION C NOTE: INSULATION BETWEEN INTERIOR �- FLOOR AND WALLS IS NOT REQUIRED AS PER NYS. CODE. PROJECT NO: 848-2004 NOTE: INSULATION BETWEEN INTEIRIOR DRAWN By.. ]HEATHING NOTES: FLOOR AND WALLS IS NOT CMA A 9LL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION REQUIRED S PER NYS. CIODE. CHECKED W. AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. SCAL 1) SHEATHING TO BE NAILED TO CCA SILL 2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM wte 3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 03-22-04 4) SHEATHING TO BE NAILED TO TOP PLATE NOTE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. VOTE: 'ROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO =AMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. SHEET Imc VOTE: -AST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. I❑ SUBSTITUTIONS CROSS It framing hardware shown On these plans, ©Copyright 2003,East End Design Associates, LLC. SECTIONS Inless otherwise Indicated, Is Simpson Strong-Tie. All floor plans and elevations are protected under o substitutions are approved or authorized, Federal Copyright Law. Plans may not be reproduced without written authorization. SHEFT xo: All plans and designs are the sole property of ue to the relationships of framing hardware to East End Design Associates, LLC. he other components of the structure, any framing The right to build only one structure ITom these plans i6 ardware substitutions will render these plans liscensed exclusivly to the buyer. 7 Or 7 11 ul1l and Void, and will result in the installer/contractor Acceptance of these drawings does not authorize the right 1 to build without the authorization of local governing agencies, ssuming responsibility for the design and such as Suffolk County Dept. of Health Services,Town Building erformance of the entire system, Departments,DEC, FEMA,etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ENGINEET's SFN: NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Sc PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CONTINUOUS RIDGE VENT 202 RIDGE 2x6--16 oc COLLAR TIES 200-16 oc RAFTERS )" COX ROOF SHEATHING }" BOLT 15# FELT 25 YR. ARCHITECTURAL ROOF SHINGLE 2xB�16 oc 2x6 RIDGE POLES - 16" oc. WEB PACKING ATTIC 2x6/2x4 STRONGBACK ioW I CONTINUOUS RIDGE VENT r 2x12 RIU RIDGE ;{ COX suen_ooR 2x6-16 oc COLLAR TIES GLUM & NAIIID 2x10-16 oc RAFTERS [j] W k" CDX ROOF SHEATHING Q FELT / 1x8 FASCIA15# N14 d 4'rxoc ZR-30 INSULATION 12" SOFFIT (VENTED) 25 YR. ARCHITECTURAL ROOF SHINGLE BEDROOM BATH BEDROOM DBL 2x6 PLATE R-19 INSULATION 2x6-16" oc WALL STUDS 2x4 RIDGE POLES - 16" oc. w/ a A NOTE: ENSURE FIRE BLOCKING IN }" CDX WALL SHEATHING I��CC.•(( Q�] TYVEK HOU2x6/2x4 STRONGBACK WALLS AS PER N.Y.S. CODE. 18" RED CEDARDAR PE PERFECTION ATTIC "C� II-Jrll ���yjl SHINGLES w/ SX" EXPOSURE �( �" COX SUB �'i COX SUBFLOOR GWEO & NAI GLUED & NAILED O 2x6 SHOE ;� Cox suA'LITR GL.Um & NAILED W740 x 111- - 17 oc FLO JOI TS 2x10-16 oc RAFTERS IZM 2x6-16 oc CEILING JOISTS 2xB - 16" oc CEILING JOISTS 1.8 FASCIA R-30 INSULATION r — (t) $ . TB' GLUE-uu 1x8 FASCIA 12" SOFFIT (VENTED) DROPPED GIRDER 12" SOFFIT (VENTED) DBL 2x6 PLATE R-19 INSULATION DBL 2x6 PLATE DINING 2x6-16" oc WALL STUDS GARAGE LAUNDRY R-19 INSULATION KITCHEN BREAKFAST ROOM 2x6-16" oc WALL STUDS ROOM �" CD% WALL SHEATHING NOOK TYVEK HOUSEWRAP T CDX WALL SHEATHING TYVEK HOUSEWRAP HI REO CEDAR PERFECTION XPOSURE 18" RED CEDAR PERFECTION N, cox suatloca 3; COX SUBROOR I SHINGLES w/ 5X2" EXPOSURE CLUED & NAILED GLUED & NAILED 4" P.C. SLAB W/ 6 x 6 WNM SHINGLES w/ 5J4" EXPOSURE i 2x6 SHOE 2x6 SHOE W140 z 9jj- 16 oc LOOR JOIS RIM JOIST RIM JOIST 2x6 CCA SILL PLATE w/ _ W140 z " - 16" oc (2) I x 9X! LVL GIRDER TERMITE SHIELD & SILIL SEAL FLo08 JOISTS GRADE GRADE R-191NsuunoN BASEMENT a-19 INsuunoN Y2" x 12" ANCHOR BOLTS CRAWL DAMP PROOFING SPACE 8" PC FOUNDATION WALL 7 P.c. sua 2x4 KEYWAY 3X" STEEL COLUMN jr STEEL CSLUMN ON ON 16' z g' PC FOOTING z-O' x 2'-0' x 1-6, 2'-0' x 2'-0" , P-s' DAMP PROOFING MINIMUM OF 48" BELOW FINAL GRADE GONG. FTG (rm.) GONG. "G (M.) BEAR ON UNDISTURBED SOIL w/ (4) IR RMACTOR w/ g) IR CrON INSURE SOIL BEARING CAPACITY EACH DIRECTOR EACH DI5 RMA B" PC FOUNDATION WALL L) G N 4' P . SLAB 2x4 KEYWAY o _ bq 16" x 8" PC FOOTING " MINIMUM OF 48" BELOW FINAL GRADE a BEAR ON UNDISTURBED SOIL V o a INSURE SOIL BEARING ICAPACITY Q e S P a E CROSS SECTION D CROSS SECTION E z � E NOTE: FLOOR AN R BETWEEN INTERIOR NOTE: INSULATION BETWEEN INTERIOR W W (� 8q FLOOR AND WALLS IS NOT FLOOR AND WALLS IS NOT REQUIRED AS PER NYS. CODE. REQUIRED AS PER NYS. CODE. PROJECT NO 848-2004 DRAWN W. CMA CHECKED M. SCLLE 1/4"= 1'-0" 611E 03-22-04 DOTE: 4LL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE 2EQUIRED AMOUNT CALCULATED FOR EACH CASE. DOTE: 'ROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, \ND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO AAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. SHEET TTILE: TOTE: -AST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ,NY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. CROSS ❑ SUBSTITUTI❑NS SECTIONS U framing hardware shown on these plans, C Copyright2003,East End Design Associates,LLC. All floor plans and elevations are protected under mess otherwise indicated, is Simpson Strong-TIB. Federal Copyright Law. O substitutions are approved or authorized. Plans may not be reproduced without written authorization. SHEET NO; SHEATHING NOTES: All plans and designs are the sole property of ue to the relationships of framing hardware to East End Design Associates,LLC. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION The right to build only one structure from these plans is he other components of the structure, any framing (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. liscensed exclusivly to the buyer. � 1 A ardware substitutions will render these plans Acceptance ofthese drawings does not authorize the right 14 of 14 A and Void, and will result In the installer/contractor (1) SHEATHING TO BE NAILED TO CCA SILL to build without the authorization of local governing agencies, ssuming responsibility for the design and (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM such as SulTolk County Dept.of Health Services,Town Building erformance Of the entire system, (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Departments,DEC, FEMA,etc. Verify all conditions,codes, (4) SHEATHING TO BE NAILED TO TOP PLATE and requirements with such agencies prior to construction. ENGINEER'S SE J I W PLUMBING RISER DIAGRAM U NTS W NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE Q RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG d `' WITH THE PLUMBING CODE OF NEW YORK STATE AND THE '- :4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL -14 GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF SANITARY DRAINAGE SYSTEMS. R RODE ODE J. J' TO V1 z' I SECOND BOOR RAm r I � � 1 i/z' J 3' J' 1/4' 2' 11/2' 1/4 11/Y / 1 / 11/2• J. 1 1/4' Y 1/2 4G.1 3' 1 1/2' J IN5111✓E NJ.hLN91N0 NWO T IXLS-F➢S I '�5 N1S .VN SWIIS EW6µR REWtATIXiS U �r` i 2• , f J' 7 3' I J ISlICOENI @A)d UUNDE [ 11���/2 1 1/4 3- 1 :2' Co. C.D. T T2' C.O. Y Y smH5 ro SIn Its 4• a. sTunt stunt rwK HWSE NNW MUN DRAWN W.AWN . 846-2001 -- I —__-1 CMA 1 CHECKED W. SC4E' i 1/4"=—1'- D" MSE 02— 04-09-"i i SHEET RE PLUMBN2 RISER DIAGRAM ADDENDUIdi ©Copyright 2004, East End Design Associates, LLC. SHEET All floor plans and elevations are protected under Federal Copyright Law. �.�PaDrrssPlans may not be reproduced without written authorization. SHEET NO. y.PJ" 7 awl All plans and designs are the sole property of East End Design Associates, LLC. The right to build only one structure from these plans is 9 listened exclusivly to the buyer. 4'u ssnp '$ Acceptance of these drawings does not authorize the right O of 14 TN*'srAvcal ` to build without the authorization of local governing agencies, j such as Suffolk County Dept.of Health Services, Town Building + Departments,DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. i