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HomeMy WebLinkAbout31174-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32702 Date: 10/30/07 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location Of Property: 4322 WESTPHALIA RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 9 Lot 9.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 26, 2005 pursuant to which Building Permit No. 31174-Z dated JUNE 1, 2005 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JEAN A SAUNDERS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL, N/A ELECTRICAL CERTIFICATE NO. 2102244 11/20/06 PLUMBERS CERTIFICATION DATED 09/26/07 WALTER H. BERRY PLUMBING A thorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT j TOWN HALL --- 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead, 5. Cormnercial 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: l . 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 Werefor in writing to the applicant" C. Fees 1. Certificate of Occupancy - New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. C G 4 . ZS _ 200 New Construction: _ Old or Pre-existing Building: _* (check one) / Location ofproperty: �� �A���T��l - � House No. 1 ^ Street Hamlet Owner or Owners of Property: V Suffolk County Tax Map No 1000, Section_ ��3 Block Lot 2 Subdivision _ - _ Filed Map. Lot: Perm t No. 3�� Date of Penn — �5 Applicank06VQ � 73&U Health Dept. Approval: Underwriters Approval'. Planning Board Approval, Request for: Temporary Certificate Final Certificate: (check one Fee Submitted: $25 ©o 1373� pplic t ignat 'e r_01-, -3) 02- 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. 31174 Z Date JUNE 1, 2005 Permission is hereby granted to: JEAN A SAUNDERS MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4322 WESTPHALIA RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0009 Lot No. 009 . 002 pursuant to application dated MAY 26, 2005 and approved by the Building Inspector to expire on DECEMBER 1, 2006 . Fee $ 150 . 00 Author zed a ure ORIGINAL Rev. 5/8/02 O rJrJorJrJ�r.PclrJrJ�rJ�rJ�rJ�cPr.PrJ�rJ�rJ�cJ'rJ'rJ'c.nr�rJ'rJ�r�'cPr�r�rJ�rJ�r�rJrJ�rJrJ�r�rJrJ'rJ'rJ�rJ�r.PrJ�rJ�rJ�rJ�rJ'rJ'rJ'rJ'rJ'rJ'rJ'rJ'rJ'rJ'AJ'cfd�r�rlr1'rJ'� O 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAUTY 40 FULTTON STREET F C NEW YORK, NY 10038 S 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 ROSLAK ELECTRIC JEAN SAUNDERS 5 PO BOX 164 4322 WESTPHALIA ROAD 5 5 CUTCHOGUE, NY 11935-2453, MATTITUCK, NY 11952 5 5 Located at 4322 WESTPHALIA ROAD MATTITUCK, NY 11952 5 e�5 5 Application Number: 2102244 Certificate Number: 2102244 cCSJ Section: Block: Lot: Building Permit: 31174 BDC: ns11 e5 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: S 5 First Floor, Second Floor,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, was conducted in accordance with the requirements of the applicable code. and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 20th Day of November,2006. 5 5 Name OTY Rate Rating Circuit Type C 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 3 0 Smoke 5 Appliances and Accessories 5 Oven 1 0 30 Amps rj Cooking Deck 1 0 40 Amps 5 5 Dish Washer 1 0 1.2 KW 5 5 Hydro Massage Tub(Therapeutic) 1 0 5 Wiring and Devices 5 5 5 Outlet 19 0 Fixture 5 Fixture 19 0 Incandescent 5 5 5 Outlet 38 0 General Purpose L� Receptacle 22 0 General Purpose 5 5 Switch 13 0 General Purpose 5 fj Dimmers 13 0 crj 5 Paddle Fan 3 0 5 5 Receptacle 6 0 GFCI seal 5 5 Continued on Next Page I of 2 5 011 c� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 D rJ�rJ'rJrJrJ'3rPrJ'� cP rJ�rJ�rJ�tPrJ�rJ�rJ�cPcPrJ�rJ�rJ�rJ�rJ�cPcPrJ�rJ�rJ�rJ�rJ�cPrJ�rJ�rJ�rJ�cPrJ'rJ�rJ�cfcfrPrJ�rJ�r�rJ�r1rJ��PrJ�rJ�rJ�rJ�rJ�rJ�rJ�a•PrJ�cPr1'� o O rPrPrJ�rJ�rJ�rJ�rJ�rJ�rPrP cnrP�nc nrrcJ�� 1,1: !:.McPLrL3@3cncPcPr.PrJ3PrJ1r�1:1rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�cn�ncPrJrPrJ@nr PcncPrJ�cPr�c ncnclor�cn o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 S5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 c� Upon the application of upon premises owned by ROSLAK ELECTRIC JEAN SAUNDERS r7 5 PO BOX 164 4322 WESTPHALIA ROAD 5 5 CUTCHOGUE, NY 11935-2453, MATTITUCK, NY 11952 5 r5j Located at 4322 WESTPHALIA ROAD MATTITUCK, NY 11952 55 5 c5 Application Number: 2102244 Certificate Number: 2102244 e5 5 Section: Block: Lot: Building Permit: 31174 BDC: ns11 �S 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: S r5 First Floor, Second Floor, Outside, rS A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 20th Day of November,2006. 5 5 Name (OTY Rate Rating Circuit Tyne C 5 157 5 5 5 5 5 5 5 5 C5 55 seal �7 5 2 of 2 c5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 O LrL3rJ'rJrncnL3rL3 frJ�rJ�rJ�rJrJ�cPrJrPcPcPcPcPrJrJ�P�PcPcPrlorJ�rPrJcPcP�PcPcP�PrPrP�PrlcPcP�P�P�PrPcP�P�PrJrlrJ�rlcPcPcPrPcP�P�PrJ� o � r Town Hall,53095 Main Road p �C Fax(631)765-9502 P.O. O Box 11 1971-0959 y�01 .���� Telephone(631)765-1802 Southold, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: G Building Permit No. 3 Owner: � 4—AYJ S�'`UN�'—' 2s // '' (please print) APlumber: '6 `,- (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers lgnature) Sworn to before me this day of a s 20 7 Notary Public, �,,�,y(Kccunty VC0 L LOPER Nolen Pat k Shle of new York No.O1L06070061 o„ I? �o�y�Of SOpT�O� 3117 � z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL A [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: -p" L/ r DATE INSPECTOR �o�yOF SOUT,yp6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING / STRAPPING (FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r DATE 917- 07F INSPECTOR �o��OF SOUlyO� 117 `t z #©� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION/22ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ------ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- . ,X %T, DATE 3 �� �� INSPECTOR- �o��oe souTyolo 3 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION X1 FRAMING / STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /i✓o ire, `�.. �,p �.� - .' �� DATE INSPECTOR �o�a0f SOUIy�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C DATE r INSPECTOR �o�yoF souryo� ou�n, TOWN OF SOUTHOLD BUILDING DEPT. 76S•1802 INSPECTION [,FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / r DATE ' l �_ INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Date: June 14, 2006 Re: Insulation Inspection Saunders 4322 Westphalia Rd Mattituck,NY 11952 Permit# 31174 To Whom It May Concern: After an Insulation inspection was preformed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. Sincerely \Jz ' es J. Deerkoski it JAMES J. DEERKOSKI, P.E. 260 Deer Drive �._ Mattituck,N.Y. 11952 (631) 298-7116 Date: June 14, 2006 To: Town of Southold Building Dept. Re: Framing/Plumbing/ Strapping Inspections Saunders 4322 Westphalia Rd Mattituck,NY 11952 Permit# 31174 To Whom It May Concern: After a Framing, Plumbing,and 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 entire plumbing system. Any other questions please call. c\ Sincerely \C ' :v 3 J� anJ J. Deerkoski .a gUFE $1p JAMES J. DEERKOSKI, P.E. ti 260 Deer Drive Mattituck,N.Y. 11952 J (631) 298-7116 -- Date: May 14, 2006 To: Town of Southold Building Dept. Re: Framing/Plumbing/Strapping Inspection Saunders 4322 Westphalia Rd. Mattituck,NY 11952 Permit# 31174 To Whom It May Concern: After a Framing, Strapping inspection was performed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A Plumbing Inspection was also performed on this structure with a pressure test on the copper and the vent stack being filled with water to the roof. Any other questions please call. C �ti0� N� YOB gS_DEJ� �O �P Sincerely P�OpZy�ti \11ames J. Deerkoski ROFe Y (\ \\,(� FIELD INSPECTION REPORT 7DATE7 COMMENTS / 4.- w FOUNDATION(1ST) y ------------------------------------ IL FOUNDATION(2ND) z � tw y ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE FINAL � D ADDITIONAL COMMENTS of IV m a Jo z x H x � d %Gaa -11 - _ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET &13 ;?'Z YU( .LAGE DIST. —SN8„_ LOT �Of�MER OW E Lna('6A+!P ¢0� N E ACR. , Y Y q S W TYPE OF BUILDING 19NN 4 Bu iER _ co C G S- 0 2E5. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value z 0 LAND IMP. TOTAL DATE REMARKS qo 0 3 / v d� pN�-of,�N 1 r i»f.� 0 l7 L/Y-D d 0 Q ` a/s 7s SpL 1� °e9$o®o rAR. v9rw 1 r;ANo 3r Ne. Od �lfG l� 0441 ��3 3./� /o� 21a eo»sty faux e�a�i Uh y [✓we// �/C ��G �O - L 40 ( - G Ic iY�as+Ee� ri o BUI ING CONDITION Trus.( 'Y CT S 1�0 0 d s- asa o �J000 ,/. gab 00 j Tillable 1 Tillable 2 Tillable 3 Noodland d 3wamplond FRONTAGE ON WATER _ 0 ' 3rushland FRONTAGE ON ROAD louse Plot DEPTH A 3 ` v BULKHEAD rotaF DOCK ♦ Cb=y I.� T FvAlowsz. `l ■■■■yes■�iiiii ■■■■■■' Jai M on om M221 ■e■■■■■■■ ■�i■■■i■ ■N■1�■■■■■■■■■■■■■■■ ■I lgi 0■■■O■■I t■■■■■■■■■■■■■■■ ■■ 'am Q■ ■ ■■■■■■■Extenskdh ■■■■■■■■■■ Foundation WerAsio Basement ! ® ® ME --- Albert J. Krupski,President -``�OF SO(/ryO Town Hall James King,Vice-President �� l� 53095 Route 25 Artie Foster ,If, # P.O.Box 1179 Ken Poliwoda T Southold,New York 11971-0959 CA Peggy A. Dickerson 5& p� Telephone(631)765-1892 COUNTI Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 25, 2005 Ms. Jean A. Saunders 4322 Westphalia Rd. Mattituck, NY 11952 RE: 4322 WESTPHALIA RD., MATTITUCK SCTM#113-9-9.2 Dear Ms. Saunders: The Southold Town Board of Trustees reviewed the survey prepared by John C. Ehlers last dated August 10, 2004 and determined the construction of a first floor porch and second-story addition to the existing dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 25' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 97 and/or Chapter 37 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. i This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr., President Board of Trustees AJK:Ims TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health��� SOUTHOLD, NY 11971 4 sets of Building Plans 1/ TEL: (631) 765-1802 Planning Be pproval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check. Septic Form N.Y.S.D.E.C. Trustees Examined 6 /"20 Contact: Approved 20 T Mail to: Disapproved a/c Phone: �m - 9667 Expiration 20 < Building Inspector `J i APPLICATION FOR BUILDING PERMI y 2 6 2005 Date 200,S INSTRUCTIONS a. This applicatio3lEJST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets ofyplans, 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 authori4e, 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 inspection . W�) ( ig atu f applica r name,if a corporation) 4L2 W / ve /tlalfr><u Al (Mailing ad ss o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder i Name of owner of premises J eALn /C (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. T3 p Plumbers License No. 743 0 Electricians License No. 13 p Other Trade's License No. g A 1. Location of land on which proposed work will be done: H3 Z.2 /Ne5fy� Ayc House Number Street Hamlet County Tax Map No. 1000 Section 1 / 3 Block 9 Lot 17- 2- Subdivision . 2.Subdivision &1A Filed Map No. 99 Lot /(�t) _L (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 2 r^i.m 4cx r-e5 "/ n c e- b. Intended use and occupancy r ,).,lig foie 17 C"- 3. Nature of work (check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /,eHd aj 1 "I� f Fee { S'0.t1D Lesf 4hun gSU "�A (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars nfl.e 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Z� f 3 Rear ZG f 3 1 Depth !8 Z Height !8 ' Z Number of Stories 2 Dimensions of same structure with alterations or additions: Front SV9 '9 " Rear yo ' 9" Depth /.e f Z " Height Z 5' 6 " Number of Stories Z- 8. 8. Dimensions of entire new construction: Front /q ' D" Rear / f d Depth /8 Height Z S'� " Number of Stories / \ 9. Size of lot: Front / 77 . 96 Rear / 80 , 6?7 ' Depth ,380.Z6 P/2. 18 / f 10. Date of Purchase /- /D- 9AName of Former Owner ('a.a/ �Q� i 11. Zone or use district in which premises are situated r e ride. 'l 'a/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO yc 13. Will lot be re-graded? YES_NO C Will excess fill be removed from premises? YES NO�(/A 14. Names of Owner of premises .Jean X. S4,.,, Address `�3 7 41ex .I. hone No. _X98 - 94�7_ Name of Architect "4A4a'0'!%/ Address . r one No y7 7 - dvoo Name of Contractor Y!;i� Address hone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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 at40 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) Jam" A • s being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe 01-l/9e/ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to befigrp methisA,G�__ day of 20�Z� Public Strata ary Public No SY-A257284 Si afore of plicant CxXW h l&Ik Cosazty ENERGY CODE CALCULATIONS CHAPTER,5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B For: V east] S'-'AJyl Per: 14h11ti 9 eS Q P i ( v Y Dated: SUBSYSTEM , DESIGN CODE . DESIGN CODE "U" "[P' UA UA Exterior Walls 142 0 ,o�(Y7 0.14 qO .S J Ceiling Roof �-3 z o,02 0.031 y 6 7 I Floor Over Unheated SpaceL j Z 0.0 0.05 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: 5J� . t J 2-1t5' , l Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment;HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 -F, rartyr To the best of my knowledge, x -1, r w ., sa w belief, & rofessional judgement, oa�z`"-t cz�' these plans are in compliance °10 � OFESSIONP, with,the code. APPLICANT: DATE SUBMITTED: s- /Z6 /04rr- SCTIVI# DISTRICT: 1,000, SECTION: I I'_� , BLOCK: g , LOT: SUBDIVISION: ADDRESSAMP We �k,�_�,'� CITY: I�(����(°��� ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1963),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time afl REQ. LOT SIZE: ACT. LOT SIZE:G 9?/ Q. LOT COV. ACT. LOT COV. REQ, FRONT PROP.FRONT . -- EQ SIDF ` ACT. SIDE REQ. REAR PROP. REAR REQ. OIGHT PROP. HEIGHT PROJECT DESCRIPTION: ' r I, -- ESTIMATED PROJECT COST. ARCHITECT/ /,fir' w a✓ IP WATER FRONT? DESCRIPTION:1'�0 C PANEL # FLOOD ZONE: APPROVALS RE QUIRED SUFFOLK COUNTY HEALTHD T: YES or O (BED#): DTE:_/ /_ PERMIT#: TOWN SEPTIC RECEIPT: Y o NEW YORK STATE DEC: PRE-DEC 9/1/75 Y or O DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: r DTE__/_/_ PERMIT#: TOWN ZONING BOAlAPI'ROVAL: o l O DTE: /_I PEP-MIT#: TOWN PLA N. BOARD APPROVAL: YES o DTE_ / / RMTT#: TOWN HYSTORICAL�PRE (SPLIA): YES or 0, / NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2) VES r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (--SF)- SF)= SFX$ _$ +$ _ +$ _$ 2. ( _SF)- SF)= SFX$ _$ +$ +$ _$ 3. (_ SF)- SF)= SFX$ _$ +$ +$ _$ FINAL TOT r E: $ NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS:YIN WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMB R SPECIES AND GRADE:YIN DESIGN LOAD CALCULATIONS:YIN LIVE: Y/N DW-Y/N SNOW:Y/N SEISMIC: Y/N WIND:Y/N WINDOW ANS;-(AOR SCHEDULE: MTI "I� '' T REQUIREMENTS: Y/NJ. J El." SS 5.7 S.F.: Y/N f �1 T-A- T 8%: Y/N / VENT 4%: Y/N ` { NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: YIN ENERGY CALCS: YIN TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) SURVEY OF PROPERTY l 51 TUATE:MATTI TUCK TOWN OF 5OUTHOLD 11Howara's kcTee SUFFOLK COUNTY, NEW YORK of matf1ml-, SURVEYED: 04-29-9G AMENDED: 09-10-99 180.8 GARAGE FINAL: 02-08-01 PROPOSED ADDITION 08-10-2004 N79°39'11 E SUFFOLK GOUNTY TAX MAP _ — — — — �nign w°ieP a-aa j u 1000-113-9-9.2 io CERTIFIED TO: JEAN SAUNDERS C, a pio G propof - c �15t P o re Z yts 8 AddWoRlon� .P ° � ,o - /oo-t drive�� •�� i, o; .f 4 00 \ \ \ I u m3o � O'3 o, o I S69°A N U O J n < � f ,3 Leo . Al oma. m° o�FO Zig ' �o z� 1 �1r�•Aa GO0 A j(o po ° �s y G _ W�s SHA �i LIA A NOTES: MONUMENT 0 PIPE SET ` r —x—x- WIRE FENGE —o—o- WOOD FENCE L AREA = 64, 921 SF OR 1.4cl AGRES a a �d ELEVATIONS REFERENGE N6VD '2G DATUM JOHN C. EHLERS LAND SURVEYOR GRAPHIG SGALE I"= 60' 6EAST MAW STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y. 11901 369-8288 Fac 369-8287 ` p fi',t-e APP OVED AS NOTED DATE: -//0 B.P.✓R8/� m � o FEE: BY: ,/ _ NOTIFY BUILDING DEPARTMENT AT - 765-7802 p �THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Q I� FOR POURED CONCRETE 2. ROUGH - FRAMING 8 PLUMBING r, ~ 3. INSULATION 4. FINAL - CONSTRUCTION MUST 3 a ISI'' p1 BE COMPLETE FOR CO. o N Ip Im ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. CERICAi / NAILING&CONNECTWNS OCCUPANCY REQUIRED. USE IS UNLAW WITHOUT CER I , I �\ UNDEmITERSCERTIFIDATE OF OCCUPANC ` REQUIRED — — -- -- - - PLUMBER CERTIFICATION ' �---- - _ ON LEAD coNTENTSEFORE -' l CERTIFICATE OFOCCUPAACSY' SOLDER USED IN WATER ' I " UPPLYSYSTEM CANNOT m EXCEED 2110 OF1%LEAIX n — } j -- a. WOER PURSUANT TOSECTION 4510C ¢ x csa OF HE TOWN CODE. cc o IL L a oFLOOD ZONE wZ COMPLY WITH C AE "46" IT DAMAGE PREVENTION I _ _ SOUTHOLDTOWN CODE. ro I I 2 J o PLUMBING ALL PLUMBING WASTE Z d WATER LINES NEED C%x!�"�f1 E-- I-4�k➢C� fM-! _(�la� Au, L����T�fVF��h9��eo»�I�G 44HCCf LI w E - r 4 �C� �l alert % 1 Q _ —p.LL r Ch,Yi Hr t�"- }'JFr •w..+� COAAP,I-Y WITH-,Igk�-,P91DE$OF NEVN YQRI( $T�4TE &TQW_N CODES �1 I OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL- SECTION 310 BUILDING CODE N.Y.S. AS E '01FI€17`A,f�1C1'CORq,,ITIONS OF USE DWELLING UNIT-SECTION 310.310.2 ' 'f-`; f '`-•.f • '" �`x`� I'�' 2 HEIGHT 25-6" �SOUDIOLD T0�RA \ FIRE AREA s 254.25 .ft FIRST FLOOR AREA - 4 -'� r �'' l�FR0�6•TOWN PIANNING BOAiID 254.25 .ft SECOND FLOOR O L:';'�`" I"%l� -1a6 $OUTIIOU)TOWN TRUSTEE$ I)F� 508.50 .ft. TOTAL Ib4 S1�OrU�T 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION IY:C�.O�Cf 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN- 1906 HIGH WIND EDITION WFCM =d+� "•' '-'`' 'I'""'""� ' ' 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS DESIGN LOAD CALCULATIONS PAGE 9 - INDOW AND DOOR SCHEDULE PAGE 7 ALL CONSTRUCTION SHALL AD PATH SEE SECTION PAGE 5 LING SCHEDULE PAGE 9 MEET 7HE REQUIREMENTS OF THE�JESS SEE DOOR AND WINDOW SCHEDULE PAGE 7 i,iuES OF NEW YORK STATE GING RISER DIAGRAM PAGE 7 TOTECTION SEE FLOOR PLANS o ESIGN DRAWINGS N/A w CALCULATIONS ATTACHED a a � t J u .:a !P C N O N C( C�7 L7 '77 \ i �' m �I L__ Il ��—__ �� r- -------- - __ r ... - -- - - -- - Lj Jill - W - �xP-ap I m tc� — - —I i i -_- -NOT W� tut -, F'�' Fiti f-'-- -_ C NC1T Or. rFh t C7 II4.. J --�- -- -- - - t �W r IpY w Q r a 0 0 I SJ "E�W q�cE�S ILI) 1 -S •�Y F'I.IL!.. C�Jdhmt+r�r_•4.JI - N � 1 ,3r + I � 11 4a 3 2v$ Cv 4 �• {� �I rll GI oil i , � A. +i If" 10 �--xrq :ill 1 I i Ito m r� y5U Y. CL ------- -" - "`--'— -- —��--- w up - i-- - - - - --- - -- - - -- --- --- r LLI f Y �I qll LI Fir[ 6 T�-Rl+GF l Pa^./� `%nfi- Z cc2 r 9 �`..HwXw _0'52 i r��_- I V VE w -, 3•� �.((. 141 �+Cp UP. G�l..laold yi Pay, + q �' + a. K c rp-i. �9 r poW+.J +a'.rFYfk- Fa^'�.L% fir x , I 1 —{ — ta6e2 _ Ile -�'- , O )),A I - �Nft� � ,ILS: �xj l�� 41 I ilALi.tiv n-J �` r t -- L� -✓�! l o c�.__ .�_ - - _._ 14 c/j 1 C� _ rrr - - - 12 / ,I-i• - I _. III �•�— � W n tI— r ,b�n tl l ,Lil-'_4- II l�.i •% �. Gkl'i .. � � I`.�.,. a . {! m ' - I2,,,4UPPDW" Nle�p u� ' _`--'.'�' . . `'' �'" I� i�� I..,�.._._.�':.�,-__ �� ��� •L o ` lal:gll G'i^i Alt o . 2Xa�� 31xmt rug ',4 �hVl U` vl ----- -I- _ •- - PI-fW SCYoe PALRAll i 3 ti r g livaP03�'` _ °fd ,o mol Stc 4' sltµ. c JIr 15 W m X cc I__ ti �(' J1 �!^• ' G�pl..wrrs *I(n'�? L x, rImW o (A 12\ f _t_ �_._ _-•- -�'-t-�--j--- 4i�:.{'' 7"4:� 'c,i�� W� .,�i - 1411011 _ A AC--rC4 A" �sCi�r'!�1p�t.� U ! G�uIAALLW/ R`!� NEW VDA w 032 1 FESsId�'P O 0 x 0 y LL W Q a aa1�Mwawa) /Lx3 Ft1291Rtp . ,moo t�IStaLA-1-1c�ti1 IIRT �o }� -HIP Vmr val f — r- t;),V [�.etiidb c. 2x411 ,GOVr A ,hR'Tf� I(d'D�c _ - 1Iwllo,c.. rt Qxfl RICX{E Ip 2 <Ce �2A IV O.G. �� IG i . -.2�-'�Ji-SFI`721ui.,erpoi!? I pt. 151OSU AY I W-I I �c I I aCAA NAIL O n r�,tJDi}M6J1 . q a a I I Lx{a EIY �Ei k y I n G 40 " ! 1 A' ! s�.l7./y ! �'" . . i . -_ _ .i" '! --' + ��• 'x4f.�'(.'J1.42 f' f-✓'A ,n 2x8•PJC 1�"t,c. �arlew iw"o,c �• 21 IJ'�PFt4i�' D''r � 2�i.�4.711p rlcH _`�-- e7 LL 9.7 T r�T '2v 2 2 41O 7 MIt♦ PIA - { - a 1 � cc W O 1 Z Z r I � i u �- II It{ I CZ n1 _.- �jl V, jZ �'^`''G� 2'2�8cjIRC>�R j � .. ��2 2xSciim�n• �f 4rd� - t HE ,N 2 PC A�i.A& 14 A�StaME� -,�`—k- u i Oil sc 11, l i ri r4•J � c OF NEW Y �sF oazzea-+ �� o .. POOFESSI,�• O 0 x 4 LL 31 3 ' f u C N O m tj I � „fr�p a x 9 o I a W l �\ to•,IZ I ( c � I CL 1 fi 0 uw amr- LD ,F�& s1Ew v 0 - 14�- ifLEE O .y C 6�225A-0 � • pROFESS1,O' i / y x 9 t. . j LL ^' W r I (7 Q i' a ^ 9 STRUCTURAL MOD PANELS FOR WIND430RNEOEBRIS PROTECTION FOR WALL OPENWO PROTECTION OHWMPH}xECOND WND GUSTS IL1A%DAGMYEIN RdbFHFSOHf:eY1 - I I I I 'MULTIPLE SECTION ASSEMSLY:1/4" 7ILWPZH I l*45 _ 9 .7 50' 24"X ' THICK$GL'T3 2'OC - B52 .. " „'+ ' 1 IT 415 .. 25.9 34.7 50' 2'4"X 66' p TILTWASH _ " ''. f}:0 " .Si. -40'" 26.9 ,74.> SD" 2'S"X5'5" a Z 10 "478 A 25;9 •34.7 '60" 3'4"X4'4" LL 01 . 10 "' 4. _ Z6.B- 34.7 50' RDHP30310 .DO A 1D 4; 25,9 34.7 50` 3'a" X4'4" m Q , U A 10 25:, 34.7 50' 1'4!' X4?' - .{ '� S � � S 1'D�" '' 26:- -28.1 70 28" ROUND 10 4/ - .25:9 -28. 30 2'4"X2'4" 25. ,A - $ 10, w ' ,, -34.7 70 'Xz'S' - � w E ' '4, '" 7.94 - 210,'9-9 34.7 50' 2'8"X5'5' " q y A w 58 - S: 18;6 M5 24.7 32.4 50' 318"X 6 10' .38 0 25.9 34.7 50' 2'4"X5'5' j It - NHP PERFORMANCEORAPPROVEDEQUA -�--- -------------� ------ -_.- - --- I OLL FWH. 27:3 1,.,4,' .89 20 415 2 .7 32.4 40 5'5'X810' ViV1N00W9 70 BE ANDE -- - - -- - - - - - -- -- -- - -- - ---- - - Z CALCULATKN'I$FOR W NDOWS BA9 p UPOM EXPOSURE BT MUST HAVE DP UPGRADE KIT _ COEFFICHENT 1.0 WITH 120 MPn BAS WIND SPEED. AS PER - MEETS NY STATE EGRESS REQUIREMENTS _ F- FABLE RR 301.2{2);NEW YORK 97ATBUI- -�CbE-E� _ FOR HABTT'ABLE SPACE. �,- _ _- - ID ��' '�`- _ `^ T__�_ CUSTOM GRILLES-SEE ELEVATIONS IQ IL N- WA,L 6peNiNGSINCLUDING WIN(�DW9SHALLS ROTE PWrrH REMOVEABLE 5/B'WOOD STRUCTUR�AALP NELS__,_______ _- . _ WITH ' �F S-0 SSIPAN, ;F �„ RS FDR SPA P &-T SHALL BE 21/2-#8 WOOD SCREWS AT 16 OIC, FASTENERS �! I II FOR PANS UP TO S'-0"SIHALL BE2 1YT'-!!BATI, 17'OIC. TABLE301.2.1:2 ALL NARROUNE WINDOWS MUST USE: ADDITIONOF A 112,11"HFT IN DP UPGRADE SILL STOP. (SILL STOP TOTAL A ti 1/4-- -_'-- - 1/2" HENyHT SILL STOP (OTR STOOL)AND THEAIt r- HEIGHT AND REOUBiE THQ I TACLATION O A'SPECIAL SAS ,LIFT NGLUD D WITH DP UPGRADE BILL STOP KIT.) l _ J O LL UNITS MUST MEET OR EJB--EDD-111E MINIMUM DESIGN PRESSURE REDUI ED,ANY MULLED UNFTS MUST MEET OR EXCEED I W 1.5 TIMES THE DESIGN,PRESSUREREQ'1_R D AND TT#ANB ER'LOAM TO THE U13H OPENING SUBSTRATE. ALL E_XTERIO_R _ _ W GLAZING MUST MEET ASTM E 1985' ST R OGIREMENTS•A P R V K 6 A RESB)EN11AL CONSTRU_C110N CODE - _ STERASSE8IBLY RE'--F _ SEOITIN R 18D8.1.4 FOR TER-�NFSTV`L-OPEN PROTECTION. M '� - L- P': PAM$,L!FIA j06x4'-0"MIIDESP, I - _ O E 1861.144, : - ff � 23132"APASPAN•RAT'ED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4') Z Q USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. - ,LABEL ACCORDING TO LOCATION. 4.ORWF'RNT ROOF ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/88x3"(wl WASHERS)GALVINI2ED OR 14 STAII"SS'STEEL WOOD SCREW 418'O.C.OR BETTER ALTERNATIVE FASTNER-FOR SHUTTER TO BUILDING: ATTIC ---- ,M10 TEE NUT$ATTACHED TO SLOG.w/11081 Y2"(WI WASHERS)MACHINE BOLT 0 12"O.C. WHERE$CREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED o� 1 4- 11 UTILIZIN6 VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAW-CAPACITY OF 490 lbs. SHUTIERASSEMBLY' SH WER N � LLI N.T.S+ S9eCON0'FLOOR IY FOR P/iLu MEL SPAN6:4'd"OR WIPER SPAN _ C. N Z MEN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'd"SPAN. 0 U NOTE ADDITIONS: _. - - - - I � Z ' 2x4 STRONG-BACKS'0:24"OC _ �w w �a , O L .w. O ASSEMBLY; LL 1),PAS6 PLYWOOD TO 2x4'5:1110x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL FIRST FLOOR �ilEy.y0 LL WO00'SCREW 6 t2"O.d 1 wFOR a Tv ("� Q t Lwvw�N�nmm f 1/��PIAt w T LU W�OOU 'RALPANEL6 WRHA MWNUM ICKNE98 OF T/1C ANDM/�1WMIPANEI SPA OF P.e" e- .._ _ �. P, SRALL'SE PERMp_ ED FOR OPENUi3 PR(1TEGMINWONANDiWO 674RYLj W06. PIVlEL9=_ ^ _ {II BASEMENT 032269-1 FRiy - PREr4"U7rm66 Z66 MDOPEMNSOWIMA'RACHMENTINRDNAAEPROVIDED. PEBTDaECIHlNOW14AND/eOY.e_6ANDTABLE1e0t11) = {,__- ��_--- OFESSIO� i T ,____ 1. I .._1 .. SLOPE"1I1"PER FOOT PITCH TO DRNN ..� TABLE 16091_4_ _ ! /� � 0 WWD60RW DESRI6� PROTEWMN FA81ENW0 SCNEOUIE FOR WOOD STRUCTURAL PANELS -� w FASTENER SPACMFAN E9 PANEL SPANe 2'-0"<PANEL SPAN.ANEL e'a PA EL FASIENERTYRE R�D' SPAN<4'fi'SPAN<ey' BPAN<e•A" IPLUMbING DIAGRAM 2VT "W00D SGREWS IS 10 12 E NTS- 2,UP 0 WOOD SCREWS +e 16 to 12 IA_1FIK TASLE $bASEb DN A,MAWAUMONDSPEED 3 SECOND OU69OFIMMPHANDMEANROOF �\ EIORFOF33-0'ORlES6 _. ._.-} 1_.-.. B. P TENERS BHHALL BE UISTRlRF-fTOPPOSW6 EN090F iH�YpONfi7R_IICRIMLPANEL _ _ LO D C. WHERE BCREWS�i RE F.TTACHED OMASONRY OR LT6DNRY/STUCCO.THEFStIALL'SE ' DHEU DR�0N0 VEIRATTUN RESISTAIQQAtlCf10_R9 f41NN6AMRlAAVM_WfIHWfAWI --._._.____4 Q rCAPACOY_ 4W LBS RIDGE RAFTER USPRS250 AT 21" o z i Z!j- alit/ I AI �I A RAFTEWRIDGE/RAFTERwm,cr KING STUDS ---- RAFTER RAFTER-- STUD _ ___ IQ RIDGE—_— - LL USP RT16 OR(2)RT7 IZ HEADER 'Q '} RAR — TOP PLATE USP 8720TOP PLATE __fl �USP RS250 AT 21 USP RS260 AT1B" USP RT3 pill i - USP R8260 AT 12" USP L9 0R TMU IES- WALL STUD WALL STUD - O 0 JACK STUDS LL Al RAFTER/RIDGE/RAFTERwiocrB RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD C HEADER/STUD HEADER/JACK — - p z Uic 0 o � g Z (D r' a USP CBE-- ti�;i 02=54-1 �@ ! V 7apt: to / P.C. FOOTING 2ND.FLOOR WALL STUD - 2ND,FLOOR WALL STUD- -- 1ST.FLOOR WALL STUD--- 1ST.FLOOR WALL STUD E) / y. �/ co Er W 2ND.FLOOR P2ND.FLOOR PLATE- G POST ANCHOR FOR COVERED PORCHES Z LATE SUSFLOOR SUSFLOOR-- 1ST.FLOOR PLATE 1ST.FLOORPLATE U RIM BOARD----- RIM BOARD— SUBFLOOR— SUBFLOOR-- Z USP KLFTA USP RS250 AT 36" -- USP RS250 AT 36" _ USP RS250 AT 16" 0 RIM BOARD -- RIMBOARD Q 1ST.FLOOR TOP PLATESIST.FLOOR TOP PLATES DOUBLE SILL PLATE POST O DOUBLE SILL PLATE - USP MP6F U. z IST FLOOR WALL STUD — IST F40OR WALL STUD- FOUNDATION WALL --o FOUNDATION WALL - Q USP PAU __._ W 0 P.C.FOOTING a-EJ t^rv� _ D FLOOR TO FLOOR D FLOOR TO FLOOR E STUD/PLATE/SILL (:i:)STUD/PLATE PLATE/SILL G POST ANCHORS FOR DECKS G G tv w w < 0 a JNA GENERALIliaditatieµr$f >Nash'ofconstryeUam,!ltreumerBa Bali Tt reyllf btsac tit»tun 7 A8 agt5tl,2ir4 and 218,tu be stud grade or halter TABLE�3.tG ING EDULE ---- - --'- - - ----- - - --- - - - ---� .. MIG mit 16"o)O. Allotherftambigmaterial -- -- -- IMerkisiq'frpmrgdpt16}I T1tay;ni lrlpNTlle4fso a conitfu6Non ,nQf it std/itlbib to be 02 doubilasflr or better: LUDIf1�3.3 . 03.9 --j forgmsml$YrApC;p(Ild' fiWltlbgpiaotllij,alW domplbgtfrV burrenI York 19968BG HIGH...EOR1pN W000 FRAME CONS7RUCIpN MANUAL -__ __-._._i_ state IKdkgrnq '- �,,d�dsral contia'atpls 1p;Pgllisbte}0a'proldmg'etaMlird' 2.qIY WDad framing In contact with concrete or masonry to be Pressure treated. d01NT'DESCRIPTION co"�� NAIL GUALfrY NAIL SPACING adurttl amtlCMdta '1oCO0ROnalehe oommiliewA/'auenb rogAnkilrpidla,�tlChedUWlg of 1iW q1d Ity otherwise specified.dopr'Jrnste under all walls parallel to floor span direction unless WF R! +roE NAKED - _ - 8'-0 WALL 38tl _ PER RAFTER. - z oMJIy lInl TOPPLKFE productdouble _ PERRAFTE IMareetiOn htllM/een tr$dnH. that alt Worst gtrupil011 4.Provide or solid blocking at maximum of S'-0"OIC for ell dimendoMl J015T�f TO �L- - �TC7E WILLED _ .-=1l-0 WALL 4-ea PER JOIST R _ _ - I a i0 Oto TJTgN1,Qpdgl tRt�]be C@IgkaTed•tia asudnQ Otl�agn, RA R ^FACE NAILED _ _SEE TABLE-3.7 EACH'LAP -._ --- --- - - - - - --- -- -- LL O W and a Naxn�eds red ,ant focal gbdM,OI;dlNancn an applied oyer .apbflcor. Gtu@ tongue and groove plywood auelbar, Finleked.melatial to be GEI I TLARS.OyER PA FACE NAO.EP SEE TABLE 3 7- EACH UIP O z 3.The_{lartsrat Qgrlafcfor Itrlisponsl _ _ _ _ _ ui Floo fHk of thee for this b Mks, 8.plied construction:Y."ucand screw plywood decking b 11oorJolsb. GOLIARJ 70 RI(PTE-�_ A FACE ILES_ SEE TABLE 3 4 PEN TIE a m wlntlOwantl ticor bestiary ro be minimum(2)2x10 un1eH o1he1Vdg0 apeaftad:. _ _ f'UILED '___ . _ _ _._Z - - EACH END _ .- - _ - -_ _ _ N a Ili Wj pis Invitianee with the Wan. @L �RA 7ER ND NA RJ -_ 2 I'd - EACH END .. . -_-_ - .__ _ QI I 4,Aknanswtu slWI bks precedent over scsie,draMrore(do not scale dregrings). Ail Interior header$to tie(2)2x10 unless otherwise specified. � � YV�LL.L RIasMIR6 -- - -- -- - -- -� ---'�-- ,., ' � IIIA 5'.'fM designer hq Rdtheen engaged construction supsrvfakln and essumesTro 7. PnWM4 full solid blocking under all bearing coals. P ):AIS 7i53"P PLATE"` FACE NAILED '- 2-18d • GEN F00T 'J 4 LJ rellporWpiAFy for p0rnnptian doon inafto with these pant,nor respond wifor � TAP PLATES A SITERSECTIONP. FACE NAKED 4-16d V ¢. r 'S111D- __- -_.--- F ILEA - g U1I<: col phabaI pgoeuheans,metHeds,Ipdinquea,sorjdanl»s;or prodatlores;or for 69tgty S.All beams o have adequate bearing at each end or as specified. .___ _- NA . _ 2.16d -_ 24^aC -" "- - - - - --tTA7L'� i6E 76 O/C ALONG ECG_ES PrtlCe4t(dtl ''attld'plggOrn�1t1 a0n With the Work There Bre no warrambs for a T EA -@panOM,pLA7Lr'rO STUD FACE LE_D 2.1Bd PER 2X4 STUD -- _ .__. _ speeMa Use algKssaBd,br Impladuse of diose pans. g.All flush beam and Joist intersections to have galvanized hangers. - - "` _ a18d 7.n dosed'#windows i dos be high;performance justify or for type$end slurs of 10.Typical wells and roof to b@ .sheathed to pa war a grade and or BANTOM P AENDJ016�T,h BLOCi(WG (FACE NAILED_ _ �. 216tl_'-_ PER F_OOT UD__-_ _. _--_ {L _ I � 6.Rerer to door pan _ 4,16dPff4�(.L pi- wlntlows. AI(WltfdowsM ro quaktya aPProvetl equal, 7118"03B,PIyrwad,group 1 APA rated. Plywood to open war all pletee and - Q, align Unless otherwise Madera. - - _- .. - - 1UL FL00RFRA1itN0 Z JOIS�TTO SLLL,IOP PLATE.OR_GIRDER -ENHILED _ _ '4-0d _ PENJOIST -_-- --- _ 6.General o*AMWarle teeoaure Manu masonry and PreRorions andep applicable penetrations Installed as required b approved be ween B PIG W JOG7�� ^ �Td-E 0 ConahtbY111aselt Or 6%oaada afl manulertturere apgClflbelfOns and eppliaabta codec. 12. Exterior J!"hing to be chimneys,projections,and aorrectly Installed at all canysotlna between 71walb, - BLOCK8IG TD J©I5T- '- _i ---- - - 11.Riovlde insulation badges at save verde between rafters. _ _ IDE NALLED _ 24d- 9. -sd EACH END IX:K- 'rO SILL OR PLATE ILED - 31Bd- EACH BLOCK 9.General coT111aoaFfq coneuM end coordinate with tfg owner and Me plana for all practices. tEDG R STRIP TO'BEAM' _ FACE WAILED - }16d_ - EACH J0157 - W70ni0� ,Mab' ' JOISTON LEDGER TO BEAM lOE N41LED - 3-0d buih in berm Such es bookcases,aMrying,pa 13,General contractor to provide adequate attic ventilation and roof vents. gANUJOIST TG,p157 - END NMLED - 3-164 PERJOIST Resroldentiel Ctl1111b110tib Coda.�etall oecarbon eRetYnckup On all flcore and in each � BAND JOFT TO SILL OR 115 PIAIE 7OE NAILED __ .2 etl � PER FOOT 10 ProNtle haidty A7 ON.N T� ea per Section R317,New York State 14 Provide appropriate soffit ventilation at overhangs. monoxitle detector$as per code. GENERAL PLUMBING NOTES ROOF$HEA NG a RAL PANE - --- 4'PERIMETER EDGE ZONE 76'0/C-8 AT PANEL GENERAL FO D 0 E3 1.Plumbing subcontractor to be,responsible for adhering to all applicable code and I EDGES AND AT INTERMEDIATE SUPPORTS IN THE safety requirements. __-_-______-__..___-_,__.-.__- _______ ________ __ 8d PANEL FIELD f- 1.Gegera6bonfiaMorto raven plane,elevations,and detafta to determine intended INTERIOR ZONE-16"O/C-S"AT PANEL EDGES AND 12" hen hta Of flntshad tb s)etiwe typical grade. 2. If Wall plates or Joists are out during the Installation of plumbing fixtures or Sd AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD d O equipment Provide bracing to tie Gaming beak together. OR ROOF SHEATHING WRHIN 4'-0"OF E PERIMETER EDGE OF THE ROOF, INCLUDNG 4':5 ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" Z n PERIMETER EDGE ZONE ATTACHMENT REGUIREMEN7S SHALL BE USED. liJ r concrete bf "exWrtttlon sWrbatl Boll. g - -------- 'r --- -- - - - - d, v 2. npato rep on GENERAL HVAC SYSTEM NOTES CoGSUNG SHEATH '- 3.Provide JOIM rtlelaritl between all concrete Blabs and abutting GYPSUM WALLBOARD - 5d COOLERS T71EL E/10 FIELD masonry walls occurring In exterior or unheated Interior areas. 1. Mechanical subcontractor is responsible far adhering to all applicable codes and --^- -- - -- - .- - _ _ ._Intarioril tyon BMll;alibi sefMy roqulromenb. WALLSHEA7W. -_.._ ed _- - 4EZONE to"O/C- - ZS7RUCTUR4L PANEL6' - __ - __ _ _- _ _ ZUsed p01yefl1yle0a Y9POf 6arrTsr. 2-HVAC subcontractor to fun coordinate all a stem data end SAT PANEL EDGES AND i2"dint Ps plaided 'ly y requlrem@Ms colt tits -�__ _ V - ___ AERMEDIATE SUPPORTS IN THE PANEL FIELD__ __equ)pmeM supplier. �' - Sri INORZONE VT6/C- -----6. General eoMiaoor fd sten{ n Per IOaI Cada requiremenb. 6 AI PANEL EDGESAND Z b. Proafroin 3.HVAC t46contrcCfdrlo rovide finale stem la btu dr$win end submit It id -' - '_- _ qERMEDIATE SUPPORTS IN_7HE PANEI FIELD 12ITP y Y 9 gOnerel FIBERBOARD PANELS - • 7/1E"- -- - -atl - - 3' E%6"FIELD -- QContractor,Owner,anti equipment supplier for ftnal review anti approval. '"- 2832 " ' -- - -- - - - - -- - - -_ Maptco IWp•M1lea(od to co fa'*o m aimiy surfa s. Sd _ 3E/6 FIELD bekveenallvaiotltodaoaeillaLAregpdMdt0conareleormeicory;udaCes. GYPSUM WALLBO-ARD _ _-__ - - _6dCOOL_E_R§ TE/10' FIELD - - - -NEW CODE - 6d 4' EZONE febiC-6"ATPANELEDGESANDI2"7:Damgpropfexarior.WPoundationWith a bitumirrouscoatingespercotleantidrill HARDBOARD_ - - _ - _ - - ARMEDIATE SUPPORTS IN THE PANEL FIELDcondHons. '' GENERAL WIND PROTECTION CONNECTION NOTES 8d INOR zoNE=IW Oi0 6"ATVANEL EDGES AND72" Adapted from Standard for HuMcane ReiisbntResider al Consnction;SSTD 1"9 - _ _- ARMEDIATE SUPPORTS IN THE PANEL FIELD and 1085 SBC High Wlntl EdNon Wood Frame Constnrcdon - - - - - - -G OOR PLANµ07E5 FaSterner$and Conneoto a for Wood Frame Construction PANE •1"OR LESS - ----- i.Dimehebn;S - Ed-_ - 8E/'�12'FIELO - - --- _ _-- _ GENERAL hall anti PteoedentwM scale drawings(do not scale drawings). i.q continuous load path between footings,foundations walla,floors,studs and roof - framing shall be provided. _ 2.All interior wr$stobe covered with%"gypsum board with metal comer reinforcing. TABLE 3.4�----- - '------ -- - -------- - `-�1_ _ TABLE 3.7 I_ n ' Tape,110tt,and Mnft,C3MAb). 2.Approved connectors,anchors and other fastening devices not Included in tits 1956 SBC HIGH WIND EDf110N WOOD 1095 SBC HIGH WIND EOfI_L WOOD FRAME - �' W rq Standard Building Code,Table 2306.1 shall be installed in ecoordance with FRAME CONSTRUCTION MANUAL __ CONSTRUC710N MANUAL __ _ _ ' Of 3.Wella,cpminon fo,g@rage and house tq have a ayerof 515",dre'reled "" - gypsum board manufacturers recommerMations. RAFTEN-§PACING�6"OIG f_ RAFTER SPACING 1B'OIC I- r - - ---" -- - W at ganBlp;loo,witr 5'-W return on adjacent walls and,ceiling. Manufactured lumber - _7.20mpb FASTEST WINDSPEED -'- I- requires 2lYypTSofbla^;'fire rated gypsum board. 3. Metal Plata,connectors,screws,bob,and nails 7--- ROOF PrfCH ROOF SPAN Z P exposed directly o the weather a - - W subject to soft corrosion in costal areae,shell be stainless steel or hot dipped ROOF ROOF NUMBS 12 20 ze 38 r ✓N EW Yp U 4.All beth tttd tolls[Aria Wolfs and ceilings adjacent o Wet Arose to have Grater galvanized. 3:12 5 8 11 14 T F / 9¢ resistat;gypsumbovo,or waltele set on wonderhoard or equal, 9 PITCH SPAN { OF NAILS Z __ 4:12 1 3 4:72 4 8 8 11 P y Z 4.Where rowindows.and doom interrupt mod structural panel sheathing and aiding, ---ie - -' ---4 5.12 3 5 7 g I _ O )ESK ILW CALCULATIONS Gaming anchors or connectors shell be provided al-the top and bottom of cripple 20-- --5 7.12 3 4 5 6 I W - etude,header ands,and at least one stud at each aide of openirre. - _-'--- 24 -6 8.12 3 3 4 5 d �/ �: 0 ___ 21t - 7 12:72 3 3 3 4 ` „ - yt t � LL INIMUML DISTRIBUTED- LIVE LDADS ben --- 5.Ridge Straps shelf be attached to each pair of opposing rafters except where coller 32 --- S ?; O E dee of 1x6 or 2x4 lumber is located in upper IMM of attic apace entl attach to each pair 38 '' - zek,', �,� ¢Z 40 of rafters. 512 12 3 A OUf STORAGE 30 8.UpIH connecloro shell be provided a!each rafter bearing. -- - -- - --------ie --- ------ -'-i i D W A. -Sk41fFt STORAGE 40 ------ ---- ..20 - -'-----'4 )/� O ER 3LEEPING,ROOMS) 40 7. Floor to floor hold-donne to be provided every 48,and every 16"within 4'df exterior _____3- _ -_...- 5 _ SLEEPING ROOMS 3D comers. 25 6 32 B.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 7 CR _ LOULA NOF DEAD LOAD 9 - 6:12 72_ _ _ _ _ 3 ACTUAL with anchor bulb having a min.bolt diameter of 6l8"end 3"x 3"x 1/8"washers. A - - --" '" 1S - 3 IG L RE A.LA. _2b4 minimum of one anchor bolt Shall be provided within 6 to 12 inches of each end of __ . ____ _ ___ . _ -_- ARCHITECTURAL GRAPHIC STANDARDS each plate. Anchor bob shall have a minimum embedment of 7 Inches in coneretel ---- -- --------- - ----- SNA masonry foundations. Anchor bolts shall be located within 12 inches of Boman and at ---""---- --- Zg ---- _. ---5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA spacing not exceeding 4 feet on center. --. --------------------- ----- GROl1 D SNOW LOAD 451bs. -- --- _ ..__ __ 32___ - _--- 9 WEATHERING SEVERE 38 7 FROST LIN-DEPTH 712 72 12 12 2 IERMfTE MODERATE TO HEAVY SEISMIC --- - - -- - - --{s----- ------2 THESE NOTES ARE GENERAL HIS PLAN. THE NOTES. THEY ARE NOT DECAV SLIGHTTO MODERATE DESIGN IEGORY B ----------- -'----- --20 --� -- 4 . SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS ___ ._.. - _____-___- WINTER DESIGN TEMP. 11 GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR -- --- ----- . 26----- -. _. 5 ICE SHIELD UNDER- __ AS PER MANUFACTURER'S IND GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. -- - ----. .. .__.- _32 . _ ___ -S LAYMENf REQUIRED SPECIFICATIONS l STATE CODE IWIND SPEED 120 mPh FLOOD HAZARDS i ]EXPOSURE CATEGORY 9 - � __. ___,__6 w ¢ a