The URL can be used to link to this page

Home My WebLink About31575-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32294 THIS CERTIFIES that the building NEW DWELLING Date: 04/16/07 Location of Property: 65 THE SHORT LA EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 30 Block 2 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 2, 2005 pursuant to which Building Permit No. 31575-Z dated NOVEMBER 2, 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE FRONT COVERED STOOP & REAR WOOD DECK AS APPLIED FOR. The certificate is issued to PHILIP J & VIRGINIA WACHTEL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0192 04/10/07 ELECTRICAL CERTIFICATE NO. 3006637 03/13/07 PLUMBERS CERTIFICATION DATED Rev. 1/81 03/19/07 RBT. VANETTEN PLUMBING 4hor,;Aedgnature 60?9 Form No. 6 TOWN OF SOUTHOLD ® �( BUILDING DEPARTMENT TOWN HALL --- " q 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: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. .5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 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 therefor in writing to the applicant. C. Fees I. 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 New Construction: Old or Pre-existing Building: Location of Property: 65' +h,2 %) k'`>` I House No. Street Owner or Owners of Property: pk r I if? Vire Suffolk County Tax Map No 1000, Section 3o tiii a Date. 3�D 7 (check one) 6J.';t M2 ioh Hamlet 1,J a ch4e Block a Lot Subdivision P,661- l3ea, Filed Nlap. Lot: I Permit No. 315'-7.62 Date of Pennit. I / 9 o 5' Applicant: 004 r /i p Ay aC A i- / Health Depl. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ 6k,,� ?�06s Co-�_3 iy Underwriters Approval: Final Certificate: V (check one) r 2 Zl/d a rzGe,C Applic m Signature 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. 31575 Z Permission is hereby granted to: PHILIP J WACHTEL 802 MAIN STREET GREENPORT,NY 11944 for Date NOVEMBER 2, 2005 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 65 THE SHORT LA EAST MARION County Tax Map No. 473889 Section 030 Block 0002 Lot No. 002 pursuant to application dated NOVEMBER 2, 2005 and approved by the Building Inspector to expire on MAY 2, 2007. Fee $ 1,017.60 ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE ✓ila — 3'— NEW '— NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by DANIEL WILCENSKI ELEC. CONTR. MR & MRS WACHTEL PO BOX 319 65 SHORT LANE SOUTHOLD. NY 11971, EAST MARION, NY 11939 Located at 65 SHORT LANE EAST MARION, NY 11939 Application Number: 3006637 Certificate Number: 3006637 Section: Block: Lot: Building Permit: 31575 BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 13th Day of March, 2007. Name 2 Rate Ratine Circuit Type Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Sensor 6 0 Smoke Appliances and Accessories Exhaust Fan 2 0 F.H.P. Range 1 0 50 Amps Dish Washer 1 0 1.2 KW Furnace 1 0 Oil Wiring and Devices Outlet 43 0 Fixture Fixture 43 0 Incandescent Outlet 67 0 General Purpose Receptacle 37 0 General Purpose Switch 37 0 General Purpose Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp Dryer Receptacle 8 0 GFCI seal Service Continued on Next Page I of 2 �. This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indiiat'ed. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by DANIEL WILCENSKI ELEC. CONTR. PO BOX 319 SOUTHOLD, NY 11971, Located at 65 SHORT LANE EAST MARION, NY 11939 Application Number: 3006637 Section: Block: MR & MRS WACHTEL 65 SHORT LANE EAST MARION, NY 11939 Certificate Number: Lot: Building Permit: 31575 3006637 BDC: nsl1 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the l3thDay of March, 2007. Name OTY Rate Rating Circuit Tyne I Phase 3 W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: I seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. DWG. WOOD DECK O LOT 2 m ? x 10 O 0 M 7 SURVEY OF LOT 1 � • " co Cys � MAP OF PEBBLE BEACH FARMS 0 SITUATED AT • as N� ^ � LI — SUCCESSOR TO — e9 OOSOWNFOTHOLD v e� SUFFOLK COUNTY, NEW YORK o "r F. 06/11/1975 MAP NO. 6266 f 47 r1i S.C.T.M. NO. 1000-30-2-2 AREA = 27,823 SQ. FT./0.64 ACRES ju ELEVATIONS ARE IN N. V.D. DATUM .r T ACTUAL AMOUNT CLEARED SQ. FT./98.8X EATSl: LOT COVERAGE — 1,789 S . FT./6.3X E.R.EL.97.6' _ E,R.EL.36.4' _ EXIST. WATER MAIN 10 en n J 4 i U C.LEL37.8' THE �} SHORT LANE E C.L.EL97.0' I 9 _ }^ C.LC.LEL37.3' (60' {VIDE) E.R.EL s7.4' TELEPHONE E.R.EL3B.B' BOX � WALL o.t'W. ba°� 1 76"5 108"E 7 .27' FD. It ,Pm EBOXLECT.c.rc. BO / ' ` ��> �em � 00.'s C GRAVEL r En 0 cr, `+ / IV �� r 38.3' ROD O EL.38.0' rQf r Ai 29. ,J EL.38.9' cd WOOD �+ 20.0 CAR. (7.4's4.0µ) STY G.FE.993' 65 29.�fi t4 F.F.EL41.6' cc qO� 79 3BCE.1of1. AE an .• C�•CC T.38.3l IKUS DWG. WOOD DECK O LOT 2 m ? x 10 O 0 M 7 EL37.9' EL.36.2' 43.03' S 76"57'Oi NO. T1354 SCALE. 1 " = 30' WOOD DECK WOODED �O NO, EL.36.1' -NI / UPDATE: UPDATE: UPDATE: UPDATE: REVISED: DATE. / I auawmz av rnmrAtp6 Na wr 1rtW4LM61L crAmcminv ur�n6 EA4IM15 not soYx � urAt" roe[ mrwrlora Ara xor cuwxma. iK RiSET ObBMI 9pN HHIW ecav IlE SIxIF0.M5 m ll[ iFI14mY IlE3 Au tax srEVA mm�rt AID us. MaRpY wrt nor snoom ro EwE r� fAl'IMV 4° iFM'4 lRL1Yan^ MILS WJIS iA1UR N.WIY.4 N2tG W MM m euaxAw ml[R m161MKnwl tle [itirocc Sart .ilL11LL5 NA/dt El5F1F,R5 OI ,o.A 2LCW...W1: I.Vr 9pIM, Ari nOr paRAYIAD ✓MI/ThpttiID NIFME M LM M NYm 116 AA a A NQA.M: W rlE snxw rsaa ar ne. mar sarz [aEoaxw w. ao6 Of 116 sxe>:r eev / eSVQM M INA F,MEm6 8i'.M11A21M 6D N! lM EI�.>5m YN 9W1 Ml E M6 aw A IIM1E VNA CSP/. Au Eoce1A6 NA narNx6 ro xEus ,vA asmoas .art er CM` 14Ya iRpl rdacuxrels. nno aligMMnva ia• Z Alrsw CQ/AtCD AM MVS LK£ U AI31Al 11.�L 116E IOGIIMS AIA WIEIISVa Gl'I.VI We � • " co Cys � PAT T. SECCAFICO 0 PROFESSIONAL LAND SURVEYOR, P.C. • as N� ^ � LI — SUCCESSOR TO — e9 DONALD TASE, L.S. v e� RICHARD WILHELM mo Assocwu o "r NORTHSTAR SURVEYING, P.C. f 47 r1i PAUL T. CANAUZO, L.S., ROBERT A. KART, L.S. GOOD GROUND SURVEYORS, P.C. ju rr i +; .r T Center M(ojric)hes, NY 11934 Hampton Boys) NY 1194y6 1878781 Ph 28 728-6707 020 Fox: (6.i1 Fax; 63 1) 10 en n J 4 i U �1 Ir •1 COPYRIGHT — 2007 PAT T. SECCAFICO P.L.S., P.C. 9 _ }^ <1 EL37.9' EL.36.2' 43.03' S 76"57'Oi NO. T1354 SCALE. 1 " = 30' WOOD DECK WOODED �O NO, EL.36.1' -NI / UPDATE: UPDATE: UPDATE: UPDATE: REVISED: DATE. / I auawmz av rnmrAtp6 Na wr 1rtW4LM61L crAmcminv ur�n6 EA4IM15 not soYx � urAt" roe[ mrwrlora Ara xor cuwxma. iK RiSET ObBMI 9pN HHIW ecav IlE SIxIF0.M5 m ll[ iFI14mY IlE3 Au tax srEVA mm�rt AID us. MaRpY wrt nor snoom ro EwE r� fAl'IMV 4° iFM'4 lRL1Yan^ MILS WJIS iA1UR N.WIY.4 N2tG W MM m euaxAw ml[R m161MKnwl tle [itirocc Sart .ilL11LL5 NA/dt El5F1F,R5 OI ,o.A 2LCW...W1: I.Vr 9pIM, Ari nOr paRAYIAD ✓MI/ThpttiID NIFME M LM M NYm 116 AA a A NQA.M: W rlE snxw rsaa ar ne. mar sarz [aEoaxw w. ao6 Of 116 sxe>:r eev / eSVQM M INA F,MEm6 8i'.M11A21M 6D N! lM EI�.>5m YN 9W1 Ml E M6 aw A IIM1E VNA CSP/. Au Eoce1A6 NA narNx6 ro xEus ,vA asmoas .art er CM` 14Ya iRpl rdacuxrels. nno aligMMnva ia• Z Alrsw CQ/AtCD AM MVS LK£ U AI31Al 11.�L 116E IOGIIMS AIA WIEIISVa Gl'I.VI We � PAT T. SECCAFICO PROFESSIONAL LAND SURVEYOR, P.C. ®FR — SUCCESSOR TO — e9 DONALD TASE, L.S. v e� RICHARD WILHELM mo Assocwu o NORTHSTAR SURVEYING, P.C. PAUL T. CANAUZO, L.S., ROBERT A. KART, L.S. GOOD GROUND SURVEYORS, P.C. ju 328A Main Street 707-5 W. Montauk Highwo .r Center M(ojric)hes, NY 11934 Hampton Boys) NY 1194y6 1878781 Ph 28 728-6707 020 Fox: (6.i1 Fax; 63 1) N.Y.S. LIC. NO. 049287 COPYRIGHT — 2007 PAT T. SECCAFICO P.L.S., P.C. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Gyp y z BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: o -7 Building Permit No. 3 15- 7 S-- Owner: S Owner: yl t 1 1 p W 8 C k -t 2 1 (Please print) Fax (631) 765-9502 Telephone (631) 765-1802 Plumber: R06eri Van C'-f+en (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 6l- Y Iy%� (/� (Plumbers Signature) Sworn tobeforeme this day of 20oZ Notary Public nnty JANETLES E. tae f New York No. 483194) SuNolk Coun(tyy CoMM00n WISS July 31, ZO Q 7 870 Bay Shore Road Greenport, New York 11944 March 29,2007 Building Department Town of Southold P.O. Box 1179 Southold New York 11971 Dear Sirs, As soon as the weather permits, it is my intention to landscape the property at 65 The Short Lane, East Marion, New York, 11939. Said landscaping will include plantings, establishing a lawn, etc. , so that the property will look similar to other properties in the neighborhead. York No: 52-4661406 Qualified in Suffolk Coun Commission Expires De( D �U-0 k% 3 �o�e'7 Signature ate • TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR ` �o��OF SOUryp� moo/ • �.� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESIS�AH CONSTRUCTION [ ] FIRE RESISTANT PENETRATION v DATE 3 0 1 3 l 65`75�- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [RO H PLBG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: e S�- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY f REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE DATE C -- INSPECTOR -A4',-41 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [4- ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �ING / STRAPPING [ ] FINAL AM [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE i INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION OCUA0rc. DATE /a-;--04 INSPECTOR �� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FQUNDATION IST [ [ VJ/FOUNDATION 2ND [ [ ] FRAMING / STRAPPING[ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR ?I o_,�/*-wr 3/s7s� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [VTIFOUNDATIONIST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� INSPECTOR r= • •COMMENTS -----------------------------------— ROUGHPLUMBING i �r�rii fro NPIA-IN. �r►�iir� . �l 0VM—W,M; 1 DD • • .%%itis L" L 1I i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 !! www. northfork.net/Sou,4old/ PERMIT NO. 20 / 20 -) Disapproved Expiration j/ 2-- , 20 21 'f ,A,�vl. JDUIPVOLD s l BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the followi , before applying? Board of Health 4 sets of Building Plans Planning Bo approval � purvey J �f Check Septic Form N.Y.S.D.E.C. Trustees Contact: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS ail Lone: q 72^ /65 3. Date ,9 V . o'? 20 B,( a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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. 1 e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatike of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder d W N Name of owner of premises S,eAte.l (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 Plumbers License No. _ Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 6Y The Short Latt/&- House Number Street 1E,151- Mari nn Hamlet County Tax Map No. 1000 Section 3 Block Lot �'- Subdivision *bbl 6eae 1, arm-- Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyya e a n r 1 -2nd b. Intended use and occupancy 3. Nature of work (check which applicable): New Repair 4. Estimated Cost o»t hOrn,C Building a Addition Alteration Removal Demolition Other Work -0�275-,o00 0�3ao. 000 Fee (Description) (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars d, 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: Front Depth Height Number of Stori 8. Dimensions of entire new construction: Front .'8 Rear S',f Depth Height a 8 z Number of Stories i 9. Size of lot: Front Rear y 3, o 3 Depth Ys' 10. Date of Purchase / 1 4.2/ O o Name of Former Owner D o p a IJ Wa_ h t k 1 11. Zone or use district in which premises are situated K- 3y 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Z 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises ?It di 0 W a ch tv i Address Y70 Raj %r• 174 Phone No. N91 i 6 s-3 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1✓ * 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__tZ * 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) S: COUNTY OF qq being duly sworn, deposes and says that (s)he is the applicant (Name of dividual signing contract) above named, (S)He is the (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 0,.,the manner set forth in the application filed therewith. re me th' / day of 200 �> Vep6nica F. Cidone Notary Kiblic, State of New York No: 52-4661406 Qualified in Suffolk County Commission Expires Dec.31,�2 Signature of Applicant ARE, PRO PRO ADJACENT PROPERTIES SERVED BY PUBLIC WATER ELEVATIONS ARE IN N.G.VO. PLANE. TEST HOLE BYM XWALDao�CE OSOEN EL JZQ OL BROWN SILTY LOAM PALE GROWN SM SILTY LOAM -17.0' PALE BROWN FINE TO COARSE SAND NOTE: UNSUITABLE SOILS MUST BE REMOVED AND REPLACED WITH A THREE FOOT CLEAN SAND AND GRAVEL COLLAR AROUND THE LEACHING POOLS TO A DEPTH OF AT LEAST SIX FEET INTO A STRATA OF TYPICAL LONG ISLAND SAND AND GRAVEL. SURVEY OF CER77FIED TO: LOT I MAP OF FILE NO. 1354 OF NEVA PEBBLE BEACH FARMS MAP NO. 6266 �sEccgP�o� FILED: JUNE 11, 1975 `' eP SITUATE AT EAST MARION REVISIONS: REV. PR. HOUSE 09/15/2005 TOWN OF SOUTHOLD ✓ SUFFOLK COUNTY, NEW YORK ND SCALE.- SCALE.- 1 "=40' DATE: AUGUST 23, 2005 S. C. T. M. DIST. 1000 SEC. 30 BLK.2 LOT 2 EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED PA T T. SECCA FICO UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR WHOM THE SURVEY IS PREPARED, ONNMENTAL AGENCY AND LENDING INSTITUTIONS AND LISTED HIEREON, AND TOBEHALF 70HLE THE TASS GNEESNOF THEELENDING INSTITUTION. GUARANTEES ARE PROFESSIONAL LAND SURVEYOR, P. C. NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC 107-5 W. Montauk Highway 328A Main Street PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, HOm ton Ba NY 11946 Center Moriches, NY 11934 RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER P Boys CONSTRUCTION. PHONE: (631) 728-5330 PHONE (631) 878-0120 ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS FROM HOMEOWNERS, FAX.' (631) 728-6707 FAX: (631) 878-7190 FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM OTHERS. SINCE MOST ARE NOT VISIBLE /� p THESE LOCA71ONS AND DIMENSIONS CANNOT BE CERTIFIED, N. Y.S. LIC. NO. 049287 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS COPYRIGHT — 2005 PAT T. SECCAFICO P.L.S., P.C. SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A TRUE VALID COPY. 3[s �5 a - _ EXSITNG WATER MAIN -� 36.40 SHORT LANE f (60' WIDE) X36.96 f I MEW 36 MON FOUND X06 I 37.4 ��0 d I +36.2 7.3'W I I WOOD IQ I DECK 1. 3'W PLASTICF FE E. O 1.9,W 36.9 (IMPROVED) 37.9 + try le V M�36.1 ) r^ O v �V 4/ 06 h1 � ' Z 36.2 i � Sp 35.5 S76 "W / 43.03' MAP OF PEBBLE BEACH FARMS (OPEN SPACE AREA: 27,821 S.F. = 0.64 AC. w ADJACENT PROPERTIES SERVED BY PUBLIC WATER SURVEY OF LOT 1 MAP OF PEBBLE BEACH FARMS SITUATE AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE: 1 "=40' DATE- AUGUST 23, 2005 S. C. T. M. DIST. 1000 SEC. 30 BLK.2 LOT 2 EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT BE CERTIFIED, UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS (�3-, CERTIFIED T0: ^,, -�...°1= C -.. LCCi. .°T. FILE NO. 1,354 MAP NO. 6266 FILED: JUNE 11, 1975 REVISIONS: REV. PR. HOUSE 09/15/2005 STAKE PR. HOUSE 12/06/2005 STAKE PR. HOUSE 12/14/2005 FOUND. LOCATION 05/25/2006 PA T T. PROFESSIONAL SECCAFICO LAND SURVEYOR, P.C. Li 107-5 W. Montauk Highway 328A Main Street Hampton Bays, NY 11946 Center Moriches, NY 11934 PHONE: (631) 728-5330 PHONE. (631) 878-0120 FAX (631) 728-6707 FAX. (631) 878-7190 N. Y.S. LIC. NO. 049287 COPYRIGHT — 2005 PAT T. SECCAFICO P.L.S., P.C. ENERGY CODE CALCULATIONS Detached One and Two Family (For Non -Electric Heat) For: V l c CQS� M4rru+ CHAPTER.5 Design Criteria SECTION 501 5750 Degree Days Zone 11B Per: Pehh) /-tib+, Dated:G G n SUBSYSTEM AREA DESIGN ICU„ CODE . <CU„ DESIGN UA CODE UA Exterior Walls r" L O O 1'8:5/ 0.14 22/,73 3 /S• O v Ceiling Roof .1-42 1 0,03 0.031 3c. 43 3 7.85' Floor Over Unheated Space r 12-1 p, O S 0.05 6 05, bel. 0S Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 Li' 3.9° NOTES. 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 To the best of my knowledge, belief, & professional judgement,. these plans are in compliance with,the code. Town Of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 11/01/05 Receipt#: 147 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3538 $10.00 Check#: 147 Total Paid: $10.00 Name: Wachtel, Philip 870 Bay Shore Road Greenport, NY 11944 Clerk ID: MICHELLE Internal ID: 3538 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: // l y105 APPLICANT: (.p�,�1 DATE SUBMITTED: )/ �105 SCTM# DISTRICT: 1,000, SECTION:, BLOCK: =9, LOT: G SUBDIVISION: ?i L, 7o kc co.. ADDRESS:0- At Aa-rI" �°. CITY: BUILDING PERMITS OPEN/EXPIRED: PRE CO: YJ0,RN - BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO /BP -Z /C/o Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED OTES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LO ROM 14N.1997 100-25. Merger.(A nonconforming at anytime after 7/1/8. REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COVE: -__' ACT. LOT CO REQ. FRONT P -OP. FRONT ~REQ_SIDEAC -SSIDE �✓ REQ. REAR �' PROP. REAR �'" REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: A� S ID ZONING DISTRICT9.0-Ve) CONFORMING?-�fc) ESTIMATED PROJECT COS WATER FRONT? BULKHEAD?--------. k' ARCHITECT/EtqlMMM•) r T "44` DISTANCE? PANEL # —FLOOD ZONE: -- APPROVALS REQUIRED SUFFOLK COUNTY HEA DEP E o NO, (BED #): DTE: io /, 7/ r- PERMIT #: 4'10-`05 �-6/'f TOWN SEPTIC RECEIP . Y o N SEPTI n RTIFICATION: Y or N- NEW YORK STATE DEC: PRE -DEC 9/1/75 YES O DTE: // PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or"` DTE / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES c TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES or DTE: // PERMIT #: DTE / / PERMIT # NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES FEE STRUCTURE: FOUNDATION: 1107 SF d `3(O� FIRST FLOOR: �_ SF SECOND FLOOR: SF OTHER: SF TOTAL: e SF INIT OTHER TOTAL FEE FEE FEE L. SF)- SF)- SF X $'t �,`�/ =$+$ / +$ ?. ASF)- (SF)- SFX $ =$ 3. (SF)- SF)= SFX $ =$ FINAL TOTAL: $ ,/� NEW YORK STATE 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: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 0 i 1� 00 oo�00000 z I r-- t -ME'A -'—Ya.. 1 rl dddd AN .40 .MW Now I m4l 1 k' Jj IFA I .I A /II IF IF An 5, �4= ; ?I v F 4 v ot•� 04 -0 , A I Z l FRONT ELEVATION SCALE: 114" = 1'-0" 111111!11 1 LEFT SIDE ELEVATION CERTIFICATION OF NAILING & CONNECTIONS UNDERWRITERS CERTIFICATE REQUIRED APP' VED PSS NOTE � DATE:Q/Z-2 B P. y FEE: --U.- NOTIFY L'-,II-JINI 3 DEPARTMENT AT 765-1802 E Awl TO 4 PM FOR THE N FOLLOWING INSPECTIONS: w 1. FOUNT q ION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION ; z A. FINAL - CONSTRUCTION MUST R W 3 BE COMPLETE FOR CO. �a o ALL cm",TRUCTION SHALL MEET THE _ REC41',EMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR FL nnn qq//�� DESIGN OR CONSTRUCTION ERRORS. FLWD ZONE COMPLY WITH CHAP R f FLOOD DAMAGE PR VEN Ile SOUTHOLD TOWN CODE. a COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES i AS REQ IRED AND CONDITIONS OF SOUTHOLD TOWN ZBA z ffOUTHOLD TOWN PLANNING BOARD rc N.YS.OEC OUTHOLDTOWNTRUSTEES c SCALE: 114" = 1'-0" OCCUPANCY OR JSE IS UNLAWFUL ATHOUT CERTIFICATE OF OCCUPANCY PLUMBER CERTIFICATION ON LEAD CONI ENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN SUPPLY SYSTE I-0107:�kr:^ EXCEED 2/10 0 a'�s-BEAD>A� M• OF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. F- 0 a Z r wv"T � r M F Z Lu U CD Z_ I� 0 0 L_ LL cl Z i --I w w 0 ^^ O_ P-4 RIGHT SIDE ELEVATION 71 r I r r -n rT�7 I r m -T r� � 7- I III1�11�111 I1�ll 1111.11 TfTI I I I I 11 1,1 L1 L I h' 1 1 111!,1, ITL T; -JT7TC CT, 1 FTi I C'II III I I 1 ( 1111 111111 l�flll'Illfllllfill 1: 1 1'1,11 II 111.1 L i i LTT 1 1 1 11� 1 1 I T_f J 1 TTI 1 1 Z7 r! I C CI,LiL LL L iJs 1_IL_! llrlr I f l 111 X111 111 �11�,11' x1111 111111. I •1' II I LL-ILf I f J --I :_-f_II--I-I t1 I l l I I i I III_ I_IL 1 1_1l__I;_IID LI I I II I1 111 ,'1 _1 I -II I LJ 1 JI IJ!__JIJIII_III1 1 IJI-III1111I I_ 'LI I I J ;L L L1 1 L_11 I-1 II L I II I11 d IIII IIII IIII I 1 LL's IJ -IJ U IJ_I _I '1.11 _ L _1, WI _I IJ LLILl_I_!I J I '111 � 1_I JJ ;_I I_I 111 J J U [I J LI I I L! J _l i ' I_ U,_ it l� Illill 1'11111' IIII!I 111111'1111 1 1 1 IJ LLL1 LUIi LIUi_i L I II 1.1.1 111111 11.111 11111 111111 n SCALE: 1/411 = 1 '-O" BACK ELEVATION SCALE: 114" = 1'-0" F- C) a � Z a 1_- _T I �i1 �T, TrTn 111 rlII I Trrl_ - h II 1.III',I.,,i;ll I' -III .1 r Tr 111 1I I I I �1 Ti II,1 I I I 11 .LI 1 L1 1 I.I _11�_ [ 4I 1 . r -III I I i,1 1 '11111 I 1 11,11,1,1'1 II 1; I I , I _ !I 1� III IC1f IL' r l _-11 II - L�_1___I 1 1 IE j III �" - :- �- T� _ ----� .r._r-�-,I 1 ._Ir_ ,1.. 1 1 1 I I 1_J:1 11 1 1'11111- I1 II I 11 11'1J111� 11;1'1 L Ll ! ? I 11 II I1 Ii 111 l 'I ?.I TT.'_I L1 rL_7 11, . I f l 111 X111 111 �11�,11' x1111 111111. I •1' II I LL-ILf I f J --I :_-f_II--I-I t1 I l l I I i I III_ I_IL 1 1_1l__I;_IID LI I I II I1 111 ,'1 _1 I -II I LJ 1 JI IJ!__JIJIII_III1 1 IJI-III1111I I_ 'LI I I J ;L L L1 1 L_11 I-1 II L I II I11 d IIII IIII IIII I 1 LL's IJ -IJ U IJ_I _I '1.11 _ L _1, WI _I IJ LLILl_I_!I J I '111 � 1_I JJ ;_I I_I 111 J J U [I J LI I I L! J _l i ' I_ U,_ it l� Illill 1'11111' IIII!I 111111'1111 1 1 1 IJ LLL1 LUIi LIUi_i L I II 1.1.1 111111 11.111 11111 111111 n SCALE: 1/411 = 1 '-O" BACK ELEVATION SCALE: 114" = 1'-0" F- C) a � Z a B" POURED OR — BLOCKED CONC. WALL X 8' POURED GONG. FOOTING V m 2-2" X I O" ACO GIRDER BOLTED w TO 4- X 4" POST W/ 1/2" CARRIAGE BOLT5 PROVIDE NUTS AND WASHERS B'-2" U Q X 10" ACO LEDGER BOLTED % J HOUSE W/ 1/2" CARRIAGE iv XT5 9 32"OC B" 50NOTUDE FILU 24" BE FILLED W/ PI PLACED 3' BELOW I 2 I' -B" lwb W/ POURED CONC, RED CONC. 4" POURED CONC.ON F C PROVIDE 4-8" X I G" VENT GRAD EOFiII WMREINF FULL BASEMENT I`N 8' CEILING HT. DBL FJIIII,� "2-13/q' IIS/e'LV FJ V, -p" 7 " Tom" 2 /2'-2 /2'- /a' POURED 4" STEEL STRUQUAL CONC. FOOTING POST 3-I 3t4' X y II/2"LVL GIRDER UO O L J �I L EE J 112" 1 5 114" % 8" STEEL PLATE c� OIL FIRED FURNACE� 16' 8" DIA, FLUE FOR m NEW BOILER O 2 I/2'-2 I/2" -I I/4' POURED rKOV 2 ZONE HEATING SYSTEM; U CONI. FOOTING 51ZE BOILER AS REQUIRED a m L4" STEEL STRUCTUAL HOT WATER STOR. TANK. POST PROV. 5/B" FIRE RATED " DRYWALL ON CEILING m OVER FURNACE AREA I �2-1 'X I1%"LV FJ N. W POURED CONC, HE ON GRADE FILL W/ REINF. �6I(G-10/IOW w 2a 17_ N m B' AGO GIRDER LIFE X 4" POST W/ 1 /2' 8"v AGE BOLT5 PROVIDE 1 AND WA5HER5 O O TO HOUSE W/ 112" CARKRIAGE BOLTS p 32 -OC B" 50NOTUDE FILLED I W/ P 24" BE FILLED W/ POURED PLACED 3' BELOW GRAADE 11 ir 5 -10 1/2" # 5'-10 112- 2-2" X I O" ACO GIRDER BOLTED w TO 4- X 4" POST W/ 1/2" CARRIAGE BOLT5 PROVIDE NUTS AND WASHERS B'-2" U Q X 10" ACO LEDGER BOLTED % J HOUSE W/ 1/2" CARRIAGE iv XT5 9 32"OC B" 50NOTUDE FILU 24" BE FILLED W/ PI PLACED 3' BELOW I 2 I' -B" lwb W/ POURED CONC, RED CONC. 4" POURED CONC.ON F C PROVIDE 4-8" X I G" VENT GRAD EOFiII WMREINF FULL BASEMENT I`N 8' CEILING HT. DBL FJIIII,� "2-13/q' IIS/e'LV FJ V, -p" 7 " Tom" 2 /2'-2 /2'- /a' POURED 4" STEEL STRUQUAL CONC. FOOTING POST 3-I 3t4' X y II/2"LVL GIRDER UO O L J �I L EE J 112" 1 5 114" % 8" STEEL PLATE c� OIL FIRED FURNACE� 16' 8" DIA, FLUE FOR m NEW BOILER O 2 I/2'-2 I/2" -I I/4' POURED rKOV 2 ZONE HEATING SYSTEM; U CONI. FOOTING 51ZE BOILER AS REQUIRED a m L4" STEEL STRUCTUAL HOT WATER STOR. TANK. POST PROV. 5/B" FIRE RATED " DRYWALL ON CEILING m OVER FURNACE AREA I �2-1 'X I1%"LV FJ N. W POURED CONC, HE ON GRADE FILL W/ REINF. �6I(G-10/IOW w 2a 17_ N m B' AGO GIRDER LIFE X 4" POST W/ 1 /2' 8"v AGE BOLT5 PROVIDE 1 AND WA5HER5 O O TO HOUSE W/ 112" CARKRIAGE BOLTS p 32 -OC B" 50NOTUDE FILLED I W/ P 24" BE FILLED W/ POURED PLACED 3' BELOW GRAADE 11 ir I N 81- POURED OR -p' BLOCKED CONC WALL 1'-4" X 8" POURED LONG FOOTING T— WFOUREDCONC 1 I—O�N10FW WMREINF. G-/10 JI \ GARAGE SLAB ON GRADE ', �t, 1, —4' --�/Z, moi 4, A B._2. 21._8. 3B' ^ FOUNDATION PLAN EFTS SCALE: 1/4" = 1 '-0'' N 109 a O 4-4 Q) U) w J z Z W U _O z 0 O O J LL �..E ; z C14 Z a W 0 I-1 91 1 1IIIIII1➢HII 2" X G" SHOE PROVIDE USE R5 16-R 21' CONNECTOR 3/4" PLYWOOD 5UB-FL RIDGE VENT 2-1 3/4° X 1 1 7/8" LVL RIDGE 5/8' COX PLYWOOD PROVIDE USE R5 16-6 3G" CONNECTOR (TYP) TERMITE SHIELD ASPHALT 5hINGLES NAILED AND GLUED 2- 1 /2" CARRIAGE R-30 INS TION BOLTS Q 16"OC CT 16'OC-a R-30 IN51-ILATION 7 CONNECTOR TO ALL FJ l 67�, R-19 INSULATION 'L 1 1 3/4" GPIGS WI 2" X I O" OF RR Q 16"OC ((S V- \6 I G" FACIA BOARD 3-1 3/4" X 9 1/2" LVL GIRDER 528 PROVIDE USP O ALL CONNECTOR TO ALL FJ RIM J015T 2' X 8" ACID SILL PLATE OR I" VENTED SOFFIT 2-2" % 6" TOP PLATE 21- a 1 ANCHOR BOLTS (iYP.) p 36" OC 4 I' FROM CORNERS Q Q [y 2" X G" STUD WALL R-19INSULATION r 2" X e" LEDGER 4" POURED CONG. FL. ON GRADE FILL W/ REINF. GXG- I O/ 10 W.W M 3/4" PLYWOOD 5U5 -FL 24" BE POURED 8" POURED CONC. WALL PLACED 3' BELOW GRADE CONIC. OR 8" BLOCKED WALL I'-4" X 8" POURED CONIC. FOOTING R-30 INSULATION b NAILED AND GLUED "X 2' X 2' X I' POURED -1 1 3/4GPI65 WI FJ 016"OC 6" FACIA BOARD PROVIDE U5P RT20 CONC. FOOTING CONNECTOR 9YP ) RIM JOIST 2" X 8" HEADER OVER 2-2" X G" TOP PIATE WINDOW OYP.) 2" X G" STUD WALL R- 19 INSULATION 2" X G" SHOE 3/4" PLYWOOD 5UB-FL PROVIDE USE R5 16-6 3G" CONNECTOR (TYP) TERMITE SHIELD NAILED AND GLUED 7 CONNECTOR TO ALL FJ l 67�, R-19 INSULATION 'L 1 1 3/4" GPIGS WI FJ Q 16"OC'y L 2" X 8" ACO FJ p 3-1 3/4" X 9 1/2" LVL GIRDER 528 PROVIDE USP O ALL CONNECTOR TO ALL FJ RIM J015T 2' X 8" ACID SILL PLATE I/2" % 5 I/4" % 8" STEEL PLATE PROVIDE USE PAU44 I O" GI 'ER BOLTED TO 4" X 4" CONNECTOR PO5T P OVIDE 2- 1/2" CARRIAGE BOLTS NOT B FILLED W/ POURED CONC. 2" X O" LEDGER LAG BOLTED TC) STRUCTURE PROVIDE I/2" LAG BOLTS p 32"OC ANCHOR BOLTS (iYP.) p 36" OC 4 I' FROM CORNERS Q 4" STEEL 5TRUCTUAL POST 4" POURED CONG. FL. ON GRADE FILL W/ REINF. GXG- I O/ 10 W.W M 24" BE POURED 8" POURED CONC. WALL PLACED 3' BELOW GRADE CONIC. OR 8" BLOCKED WALL I'-4" X 8" POURED CONIC. FOOTING 2' X 2' X I' POURED CONC. FOOTING SECTION A -A SCALE: 1/4" = 1'-0" 4�OF NEµ y D0 0 S�F,R)TLa 9,F. 1� 4 w 0322541 tyV Y A, ti ifI IIililll I - -_ --- --- m W O O W LL 5 Z m O o a Z W 0) V r QD Q Z O O o � r Z n Q � SECTION B-8 SCALE: 3/8" - I ' -O" IIIIItUll I m "F NEW /`NCE T`�9 0. z 3 D a N m J W O z x O z F - o w 0 LL m O N r c Q GENERAL CONSTRUCTION NOTES 1 The information on this set of construction documents is to relate basic design intent and framing details. They are Intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York state building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound, and weatherproof completed product. 2. General Contractor to coordinate all sub contractors, scheduling of work, and interaction between trades. 3. The general contractor is responsible for ensuring that all work and construction meets or exceeds current federal, stale, and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if they are in variance with the plan. 4. Dimensions shall take precedent over scale drawings (do not scale drawings) 5. The designer has not been engaged for construction supervision and assumes no responsibility for ConsWction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or Implied in the use of these plans. 6. Refer to floor plans, exterior elevations, and window schedule for types and sizes of windows. All windows to be Andersen high performance quality or approved equal. 7. Door and window headers to align unless otherwise noted. 8. General contractor Is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes 9. General Contractor to consult and coordinate with the owner and the plans for all built in items such as bookcases, shelving, pantry, closets, etc 10. Provide hardwired smoke detectors, With battery backup, on all floors and In each bedroom, verify with local code requirements as per Section R317, New York State Residential Canstructlon Code. Install carbon monoxide detectors as per code GENERAL FOUNDATION NOTES 1. General contractor to review plans, elevations, and details to determine intended heights of finished floor(s) above typical grade. 2. All footings to teat on undisturbed soil. 3. Provide ''W expanslon joint material between all concrete slabs and abutting concrete or masonry walls occurring In exterior or unheated interior areas. 4. Concrete on 4" sand or gravel fill minimum, with 6x6 -10/ 10 wire mesh reinforcing. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor barrier. 5. Provide crawl space ventilation per local code requirements. 6. General contractor to Install cop-r-tex (or copper) sheet metal termite shields between all wood surfaces that are exposed to concrete or masonry surfaces. 7 Dampproof exterior of foundation with a bituminous coafing as per code and soil conditions. GENERAL FLOOR PLAN NOTES 1. Dimensions shall take precedent over scale drawings (do not scale drawings) 2. All interior walls to be covered with h" gypsum board with metal comer reinforcing. Tape, float, and sand (3 coats). 3. Walls common to garage and house to have a layer of 518", fire rated gypsum board at garage side with 5'-0" return on adjacent walls and ceiling. Manufactured lumber requires 2 layers of 5/8", fire rated gypsum board. 4. All bath and toilet area walls and ceilings adjacent to wail areas to have water resistant gypsum board, or wall the set on wonderboard or equal. DESIGN LOAD CALCULATIONS ROOF NUMBER JOINT DESCRIPTION NAIL QUALITY NAIL SPACING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf 12 3 R BALCONIES S'-6" WALL 3-6d 60 AS PER MANUFACTURER'S SPECIFICATIONS / STATE CODE 10'-6" WALL 4-6d 40 ITHOUT STORAGE S' -G- WALL: 3-5d 30 WITH STORAGE 10'-0" WALL 4 -Ed 40 OTHER THAN SLEEPING ROOMS SEE TABLE 3.7 40 G ROOMS [CRUITERIAFOR SEE TABLE 3 7 30 COLLAIR TIE TO RAFTER FACE NAILED SEE TABLE 3 4 PER TIE CALCULATIONOF DEAD LOAD 2 -Rd EACH END WEIGHTOFMATERIALS REFERENCED TO A.I.A. ECTURAL GRAPHIC STANDARDS 2-16d EACH END WALL (FRAMING 24 SNOW TOP PLATE TO TOP PLATE FACE NAILED 2-16d GROUND SNOW LOAD 45 lbs 4-16d JOINTS -EACH SIDE STUD Tr0 STUD FACE NAILED 2-16d SEISMIC HEADER TO HEADER FACE NAILED 166 DESIGN CATEGORY B 2-16d PER 2X4 STUD 3-16d WIND 4-16d IND SPEED AN U 120 m h EXPOSUR E CATEGORY B 2-16d '- 1. All walls, 2x4 and 24, to be stud grade or better 16" o/c All other framing material to be #2 douglas fir or better 2. All wood framing in contact with concrete or masonry to be pressure treated. 3. Provide double floor joists under all walls parallel to floor joist span direction unless otherwise specified. 4. Provide x -bracing or solid blocking at a maximum of B'-0" o/c for all dimensional lumber floor joists. 5 Floor construction: %" tongue and groove plywood subfloor. Finished material to be applied over subfloor. Glue and screw plywood decking to floor joists. 6. All window and door headers to be minimum (2) 2x10 unless otherwise specified All interior headers to be (2) 200 unless otherwise specified. 7. Provide full solid blocking under all bearing walls 8. All beams to have adequate bearing at each end or as specified. 9. All flush beam and joist Intersections to have galvanized hangers. 10. Typical exterior walls and roof to be sheathed with 1/5" exterior grade plywood or 7116" OSB plywood, group 1, APA rated. Plywood to span over all plates and headers. 11 Provide insulation baffles at save vents between rafters. 12 Exterior flashing to be Correctly installed at all connections between roofs, walls, chimneys, projections, and penetrations as required by approved construction practices 13 General contractor to provide adequate attic ventilation and roof vents. 14. Provide appropriate soffit ventilation at overhangs GENERAL PLUMBING NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and safety requirements. 2. If wall plates or joists are cut during the installation of plumbing fixtures or equipment provide bracing to tie framing back together. GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor is responsible for adhering to all applicable codes and safety requirements. 2. HVAC subcontractor to fully coordinate all system data and requirements With the equipment supplier. 3. HVAC subcontractor to provide final system layout drawing and submit It to general contractor, owner, and equipment supplier for final review and approval. NEW CODE Adapted from Standard for Hurricane Resistant Residential Construction, SSTD 10-99 and 1995 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction 1 A continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 2306.1 shall be installed in accordance with manufacturers recommendations. 3 Metal plates, Connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion In costal areas, shall be stainless steel or hot dipped galvanized 4. Where windows and doors Interrupt wood structural panel sheathing and siding, framing anchors or Connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each side of opening. 5. Ridge straps shall be attached to each pair of opposing rafters except where collar ties of 1 x6 or 2x4 lumber is located in upper third of attic space and attach to each pair of rafters. 6. Uplift connectors shall be provided at each rafter bearing. 7. Floor to floor hold-downs to be provided every 48, and every 16" within 4' of exterior comers. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation Ih anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x 1/8" washers. A mmum of one anchor bolt shall be provided within 6 to 12 inches of each end of ch plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ Isonry foundations. Anchor bolts shall be located Within 12 inches of comers and at acing not exceeding 4 feel on center. THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. NAILIING SCHEDULE TABLE 3.1, INCLUDING 3.3 AND 3 B I c V.191i"Xill • TABILE 3.4 1995 SSC HIGH WIND EDITION WOOD FRAMIE CONSTRUCTION MANUAL RAFTIER SPACING 16" OIC 120 mlph FASTEST WINDSPEED ROOF ROOF NUMBER JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING 12 3 RAFTER TO TOP PLATE T0E NAILED S'-6" WALL 3-6d PER RAFTER AS PER MANUFACTURER'S SPECIFICATIONS / STATE CODE 10'-6" WALL 4-6d PER RAFTER CEILING JOIST TO TOP PLATE TOE NAILED S' -G- WALL: 3-5d PER JOIST 10'-0" WALL 4 -Ed PER JOIST CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 7 EACH LAP COLLAIR TIE TO RAFTER FACE NAILED SEE TABLE 3 4 PER TIE BLOCK ING TO RAFTER TOE NAILED 2 -Rd EACH END RIM BOIARD TO RAFTER END NAILED 2-16d EACH END WALL (FRAMING 24 5 TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS -EACH SIDE STUD Tr0 STUD FACE NAILED 2-16d 24" 010 HEADER TO HEADER FACE NAILED 166 16" OIC ALONG EDGES TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD 3-16d PER 2XB STUD 4-16d PFR 2X6 STUD SOTTO M PLATE TO FLOOR JOIST, 28 5 BANDLOIST, END JOIST, OR BLOCKING FACE NAILED 2-16d '- PER FOOT FLOORI FRAMING 36 7 JOIST 70 SILL, TOP PLATE, OR GIRDER TOE NAILED 4 -ed PER JOIST BRIDGIING TO JOIST TOE NAILED 2 -fid EACH END BLOCKIING TO JOIST TOE NAILED 2-6d EACH END SLOCCING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST JOIST (ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST BAND ,JOIST TO JOIST END NAILED 3-15d PER JOIST BAND .JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT ROOF ISHEATHING STRUCITURAL PANELS 4'PERIMETER EDGE ZONE -15" OIC -6" AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE 6d PANEL FIELD ZONE -16" OIC -B" AT PANEL EDGES AND 12" Rd NINTERIOR INTERMEDIATE SUPPORTS IN THE PANEL FIELD FOR RIOOF SHEATHING WITHIN 4'-B" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH slut: OF THE ROOF PEAK, THE 4' V PERIMIETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. GEILSHEATHING GYPSUM WALLBOARD fid COOLERS ]' EDGE /10"FIELD WALL SHEATHING 6tl 4' EDGE ZONE -ifi" OIC -e' PANEL EDGES AND 12" s TftU L;TU RAL PANELS S AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 6tl INTERIOR ZONE T iS OIC -6" AT PANEL EDGES AND 12" 6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FIRE R190ARD PANELS FIELD 26132 Btl 3 EDGE I B" FIELD GYPS WM WALLBOARD Sd COOLERS 11 EDGE I iG' FIELD 7' EDGE PANEL EDGES AND 12" TS IN THE PANEL FIELD AT INTERMEDIATE SUPPORTS HARDBOARD I c V.191i"Xill • TABILE 3.4 1995 SSC HIGH WIND EDITION WOOD FRAMIE CONSTRUCTION MANUAL RAFTIER SPACING 16" OIC 120 mlph FASTEST WINDSPEED ROOF ROOF NUMBER PlITCH SPAN (ft) OF NAILS 4:12 12 3 WINTER DESIGN TEMP. 16 4 AS PER MANUFACTURER'S SPECIFICATIONS / STATE CODE 20 5 24 6 28 7 32 8 36 5.12 12 3 16 4 20 4 0 24 5 28 6 32 7 36 7 6:12 12 3 16 3 20 4 24 5 28 5 32 6 36 7 7:',12-72:12 12 2 16 3 20 4 24 4 28 5 32 6 36 6 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP. 11 ICE SHIELD UNDER- LAYMENT REQUIRED AS PER MANUFACTURER'S SPECIFICATIONS / STATE CODE FLOOD HAZARDS U. �J J F O_ F- 0 O U) ,sl 0 UJI F rl Z }r-il W U Z Z_ 0 O O LL Z Z W 0 f� STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF120 MPH 3SECONO WIND GUSTS IMWOMUM MEAN ROOF HEIGHT. 351 MULTIPLE SECTION ASSEMBLY1/4" THICK BOLTS @ 2' OC SHUTTER ASSEMBLY SIU N.T.S. FOR PANEL SPANS: 0 <4'-0" WIDE SPAN TABLE 1609.1A 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION. ASSEMBLY. ATTACHING STRUCTURAL PANEL' FASTEN TO BUILDING w/ #8x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING' #10 TEE NUTS ATTACHED TO BLDG. W/ #10x 1 Y2" (WI WASHERS) MACHINE BOLT @ 12" 0 C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 IDS. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'.0" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 <4'-0" SPAN. NOTE ADDITIONS: 2x4 STRONG -BACKS @ 24" OC ASSEMBLY: 1) PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF ]116" AND MAXIMUM PANEL SPAN OF W-6" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1609 1 4 AND 1609 6 5 AND TABLE 1609 1 4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33•-0" OR LESS T FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/ STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS TITnou WINDOW AND DOOR SCHEDULE SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE REq'D OPENING AREA WIND AREA ZONE PRESSURE A TW 210410 TILT -WASH DBL HUNG E 5.81 10.45 20 FOUR 24.7 FASTENER SPACING INCHES FASTENER TYPE PANEL SPAN -2'2'-0"<PANEL 0" SPAN � 4'-0" 4' -0" -PANEL SPAN <6'-0" 6'A"<PANEL SPAN � 6'-0" 2112"#6 WOOD SCREWS 16 i6 12 9 2112"#8 WOOD SCREWS 16 16 16 12 A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33•-0" OR LESS T FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/ STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS TITnou WINDOW AND DOOR SCHEDULE SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE REq'D OPENING AREA WIND AREA ZONE PRESSURE A TW 210410 TILT -WASH DBL HUNG E 5.81 10.45 20 FOUR 24.7 DESIGN DESIGN PRESSURE RATING -26.9 30 B TW2032 TILT -WASH DEL HUNG 248 4.21 10 FOUR 25.9 -28.1 30 C CXW 135 CASEMENT E 7.5 7 9 10 FOUR 25.9 -28.1 40 ALL WINDOWS TO BE ANDERSEN HIGH PERIFORMANCE OR APPROVED EQUAL CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B1MUST HAVE DP UPGRADE KIT. COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS TABLE R 301 2 (2) NEW YORK STATE BUILDING CODE, FOR HABITABLE SPACE. CUSTOM GRILLES - SEE ELEVATIONS WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS WITH MAXIMUM OF W-0" SPAN, FASTENERS; FOR SPANS UP TO 6'-0" SHALL BE 2 1/2 -# 8 WOOD SCREWS AT 16" O/C, FASTENERS FOR SPANS UP TO W-0" SHALL BE 2 1/2" -#E3 AT 12" O/C. TABLE 301.2.1.2 DP UPGRADE SILL STOP KIT ) ALL NARROLINE WINDOWS MUST USE. 1/2" HEIGHT SILL STOP (OR STOOL) AND THEE ADDITION OF A 1/2" X 3/4" DP UPGRADE SILL STOP (SILL STOPS TOTAL A 1-1/4" HEIGHT AND REQUIRE THE INSTALLATION O F A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT ) 4"1dl,�y� 1 ST FL SLUrt" 114" F'tK I' VU I rl I UN I U UPWUv TRAP PLUMBING SCHEMATIC N.T.S. - I I I'll III 0 J f 0 O RIDGE ❑ a z w O o Z ❑ RAFTER Z a � r a USPRS250A 221 < m a L7 Z 3 � w �L NEli,In a q ¢ � A w WITH CT 1�Ti RAFTER KING STUDS W. 1F"rA'1''', u /RAFTERAIDGE/RAFTER RIDGE RAFTER STUD \1'pG'f� USPRT16ORI2IRTT PtiU. RAFTER HEADER IV j W = TOP PLATE TOP PLATE F. F - USP RS250 AT 21 USP RS250 AT 18" USP RT3 2 U USP RT20 O USP LS OR TMU IES WALL STUD WALL STUD USP RS250 AT 12" CONNECnON USP PRODUCT NUMBER - U) JACK STUDS A RAFTERIRIDGEIRAFTER WITH CT' RS25021" p RAFTEILRIDGEIRAFTER WITHOUT CT RS25021"+LSSH1T0 B RAFTERIPLATEISTUD RT20 RAFIERIPLATE RT16 or(2)RTT PIATEISTUD RS250 16" Al RAFTER/RIDGE/RAFTERwo cT rB '�RAFTER/PLATE/STUD nRAFTER/PLATE PLATE/STUID �HEADERlSTUD HEADER/JACK C HEADERISTUD Rn R5250 12' OD D FLOOR M FLOOR FLOOR TO FLOOR KLFTA or R5250 36" O O STIIDIPLATEISILL 85250 3fi" OL r STUDIPLATE RS250 16" W V PIATEISILL MPOF W V NFPOST ANCHOR BOLTS STBIB POST ANCHOR FOR DECKS PAU SERIES ANCHOR FOR COVERED PORCHES CRE SERIES O Z Z "1XB OR 2X4- 16' OIC COLLAR TIES MIN O Z V M PWT USP CBE P.C. FOOTING 2ND. FLOOR WALL STUD 2ND, FLOOR WALL STUD IST. FLOOR WALL STUD ) 1ST. FLOOR WALL STUD t II 2ND. FLOOR PLATE 2N0. FLOOR PLATE POST ANCHOR FOR COVERED PORCHES W SUBFLOOR SUBFLOOR 1ST. FLOOR PLATE 1ST. FLOOR PLATE F- / RIM BOARD RIM BOARD SUBFLOOR SUBFLOOR \/ (� W USP KLFTA USP RS250 AT 36" U USPRS250AT36' USP RS250 AT i6' }j`i'1 �.y 1ST. FLOOR TOP PLATES 1ST. FLOOR TOP PLATES RIM BOARD RIM BOARD ] Z DOUBLE SILL PLATE POST Ofr DOUBLE SILL PLATE USP MP6F O O 1ST FLOOR WALL STUD IST FLOOR WALL STUD FOUNDATION WALL FOUNDATION WALL J ., USP PAUW . • P C FOOTING Z w 1� i D FLOOR TO FLOOR � D /FLOOR TO FLOOR E STUD/PLATEISILL E STUD/PLATE PLATE/SILL rG POST ANCHORS FOR DECKS o_ 1L N O o � N W L� L9 O d