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HomeMy WebLinkAbout37263-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 8/14/2012 CERTIFICATE OF OCCUPANCY No: 35876 Date: 8/14/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: DECK 2595 WELLS AVENUE, SOUTHOLD, Sec/Block/Lot: 70.-4-17 Filed Map No. conforms substantially to the Application for Building Permit heretofore 4/24/2012 pursuant to which Building Permit No. 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: covered deck addition and deck addition with stairs to an existing one family dwelling as applied for. Lot No. filed in this officed dated 37263 dated 5/31/2012 The certificate is issued to RALPH & ANTHONY VIV1NETTO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A/~j~ed S~gnature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37263 Permission is hereby granted to: Vivinetto, Ralph & Vivinetto, Anthony 821 Bowling Green Dr Date: 5/31/2012 Westbury, NY 11590 To: Demolition, Additions & Alterations to a Single Family Dwelling; Deck with Steps & Covered Deck, as applied for. At premises located at: 2595 Wells Ave, Southold SCTM # 473889 Sec/Block/Lot # 70.-4-17 Pursuant to application dated To expire on 11/30/2013. Fees: 4/24/2012 and approved bythe Building Inspector. CO - ADDITION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $345.6O $395.60 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 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 fi'om Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial bnild01g, 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 buildiugs (prior to April 9, 1957) non-conforming uses, or buildings aml "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features 2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor itl writing to the applicant. New Construction: Old or Pre-existing Building: Location ofP,-opertyC~'-~'-~'5- ~1,) eZ/~O"///~ t)eoo O.e., [-louse No. Street C. Fees Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $5000, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00 2. CeKtificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy $.25 4. UpdatedCe~xificateofOccupancy $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. (check one) o L p Owner or Owners of Property: /~0. /.~5)~ ~ A ~J--'r~ o/k/d} Suffolk County Tax Map No lO00, Section r-~ 0 Block SuEdivision Pe=it o. Health Dept. Approval: Filed Map. Date of Permit. ~ ~51 - I 2,.-- Applicant: Underwriters Approval: Hamlet Lot c> ! "2 Lot: Planniug Board Approval: Request for: Temporary Certificate Fee Submitted: $ ,...~'~. O o Final Certificate: V// (check one) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 // INSPECTION ['/] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE INSPECTOR 7zG3- 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [j/']'I~MING / STRAPPING [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ELECTRICAL (FINAL) DATE ~INSPECTOR _~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROU~LBG. [ ]~I~ULATION [ ~ FINAL [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ [ ]ELECTRICAL (ROUGH) ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD ~UILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined so?ot PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm-Water Assessment Form Contact: /q ,, Building Inspector PLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 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 aud of buildings on premises, relationship to adjoining premises or public streets or areas, alia waterways. c. The work covered by this application may not be commeuced before issuance of Building Permit. d. Upon approval of this application, tile Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept oil tile premises available for inspection throughout the work. e. No btfildmg shall be occupied or used iii 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 svork attthorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months fi'om such date. If no zoning amendments or other regulations affecting the property have beeu enacted itl 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 issuauce ora Building Permit pursuant to the Building Zone Ordiuauce 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, ordiuances, building code:.)_ousing code, and regulations, an~Lto admit authorized inspectors on premises aug in building for necessary inspections~: --~ ~ '~. ffJJ ............. ~Si=natu~ of applican~r name, ifa c~-rporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ///~CL[p]~ ~-,A ,/q ~OtaA3xTo,1 7Id/',A3~ (As on the or latest deed) If applicant is a corporatiom signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed,work ,will be done: House Number Street Halnlet County Tax MapNo. 1000 Section "') o Block 0 c/ Lot 0 IQ Subdivision Filed Map No. Lot State existing use and occupancy of prem'),ses an,d i/r}tended use and occupancy of proposed construction: a. Existing use and occupancy / b. Intended use and occupancy Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost ~ ,5-, c300 If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee ~"o ~ o o Alteration V./ (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and e,xtent of each type of use. Dimensions of existing structures, if any: Front Rear pth Height. Number of Stories Dimensions of same structure with alterations or additions: Front . , R. ear ~ ! Depth /~f~ Height 8, Dimensions of entire new construction: Front Rear ~- Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase ~>O/]~ll~ Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~/ 13. Will lot be re-graded? YES NO V/ Will excess fill be removed from prelnises? YES NO '-- ¢, v ,>,, e /ro . 14. Names of Owner of premises/~, {,O~t/0~/'P/~,Xddress ~'~e.S Pgt/~_~4,oL] Phone Nq~'Y/(°)-~3~4'-?~I~- Name of Architect t / Address / /t 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 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO ~// * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO v'/ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY O F~ff~S)S: I1¢)~ ¢10 /)'~5 ~ beingduly sworn, deposes and saysthat (s)he istbe applicant (Name dffindividual signin, contract) above named, (S)He is the O'7..a-r%4-X-''~ (Contractor, Agent, Corporate Officer, etc.) of smd' owner or owners, and is duly authorized to perform or have pertbrme~illc~:~g~'~r-k~dCdl'FtC~aEeuo~ e f and file this application; that all statements contained in this application are true to the best of bis know~J~rgYq~3~$¢J~t~t~l~o,'k will be · Oua[ified ir~ Suffolk County performed in the manner set forth in tim application filed therewith. Commission Expires April 30, Sworn to 12e_$f. pre me this /0''''/'~ day of /O/"W-, ~ 20/2-- Not~-y Public ""~""\ - (jCignature'of,~p~licant Town of Southold Erosion, Sedimentation & S,torm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C,T.M. ~ Section Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL pL~J~I CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION a. What is the Total Ama of the Project Parcels? (Include Total Area of all Parcels located within the Scope of Work for Proposed Construction) b. What Is the Total Area of Land Clearing (S.F./.~s) and/or Ground Distarbanco for the proposed construction activity? (sJ=. I N~es) Genera] DEC SWPPP Requirements: Submission el a SWPPP is required for all Construction activities in~oiving soil d.~turbances of one (1) or more acres; including di~turhences of ~ss than one acre that are part of a larger common plan that will ultimately disturb one or more ac~es of land; including C~nstructio~ activities involving soil disturbances of less than one (1) ac~e where the DEC has determined that a SPDES permit in required for stom~ water discharges. { SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit for Storm Water Discharges front Construct fen actlvlly. Permit No. GP-0-10*00t.) t. The SWPPP shall be prepared prior to the submiltal of the NOI. me NOI shall be submitted tebte Depariment prier th the commencement of co~sbuclion activity. 2. The SWPPP shall describe the er0~ion and sediment conlr01 practices and where ITEM#/wollKASSF_SSMENT f Ye~ No Will this Project Retain All Storm-Water Run-Off Generated by a Two (2'} Inch Rabffall on Site? (This item will include all mn-off created by site cleating and/or conslruc~on activities as wail as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/orSurvey Show Ail Pmpoesd Drainage Structures Indicating Size & Location? This Item shall indede all Proposed Grade Changes and Slopes Controlling Surface Water Row. Does tho S~ta Plan and/or Survey describe the erosion and sediment conbol practices that will be used to central site erosion and storm water discharges. This item must be maintained throughout the Entire Constmciton Period. Will this Pmjest Require any Land Riling, Grading or Excavation where them is a change to the Natural Existing Grade Involving mom than 200 Cubic Yards of Material within any Parcel?. Will this ApplicotJon Require Land Disturbing ActMites Encompassing an Area in Excess of Five Thousand~ (5,000 S.F.) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Tmstaes juriediciton or within One Hundred (100') feet of a WetJand Or I._.J '-~ Beach? Wilt there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of vertical Rise to [ One Hundred (100') of Horizontal Distaqce? ~ Will Driveways. Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off W into and/or in the direction of a Town dghtLof-way? Will this Project Require the Placement of Matedal, Rem°val °f Vegetati°n andl°r the Constmc~on of enY [~ Item Within the T°wn Right-of-Way or Road Sbeulder Southold aed Mus~ he Submitted for Revisw I~k~- to Issuance of Any Building Pemflt. Sa'A ' OFm WYOmC, L ,,,C OUN'I~/OF ..~ ........ SS ............. L~-~.n~.~.[~-~j~]~.6~.~;~ ................... being d~y sworn, dc~s ~d ~ys ~t h~c is ~e app~t for Pe~ ~d ~at h~she is ~c ......... ~er ~&or ~prmenmfive of ~e ~er or ~, ~d is d~y au~od~d m peffom or have ~ffomed ~e ~d work ~d to m~e ~d [de ~s application; ~t ~1 s~temcn~ con.ned ~ ~s applimfion ~ ~e to ~e ~st of his ~owled~ ~d ~; ~d · at ~e ~rk ~1 ~ ~ffomed in ~e m~n~ set fo~ in ~c appli~fion ~ed here~. Sworn to ~fo~ me ~s; ......... .................. f / f / ~'c"y Pu':!;c. ~'~*~ of New York ~(~~) FORM - 06/10 ~o o" Oua e:~ "'cu":~ County Con',ru~oa ~xp,,~ Apr, Architec~ ~ ~ SCT~#.IO00- 7o - ¥- /7 Property Address: 3 7g 63 BUILDING PERMIT EXAMINER CHECKLIST Subd~wsion " *Date Submitted: %~'% [ ~Oute Reviewed: Estimated Cost: -'~ Zone: ~-~-O Conforming? City: ~ Pre COs? Building Permits (Open/Expired): BP __ -z / C/0 Z- , Info: BP__-Z / C/0 Z-__, Info: BP. -Z/C/OZ- ,Info: BP __-Z / C/0 Z-__~ Info: BP -Z/C/OZ- ,Info:__ Single & Separate Search Required? Y ~)Determination: .$yogtq~W/~,U~-~. Rttt4.a,~ ~, ~Q. ~t Size: ~0) Ovo ACT. ~t Size: ~oo~ ~Q. ~t Coy. ~o~ ACT; ~t Coy. ~Q. Front ~ 6CT. Front o~ ~QSide /~ A~.Side a~ ~Q. Re~ ~ PROP. Re~_ ~Q. Height. 3~t ACT. Height 0~ R~. ~o~H Sl~S ~ A ~T Waterfront~r N?D L.. ~, ~ If y~, water body: ~~ Panel~ ~ Flood ~ne: ~ Bul~ea~Bluff Distance: ~DITIONALAPPROVALS ~QUI~D ?L~(~)$l~n~, 5~nLKb 0~$uRV~Y oR 5'lTl Snffolk County Health: Y or'If yes, ~Bed~: *Date: / / *Permit~: Town Septic: Y~ - If no, certification required: Y or N Received: Y or N By: ~S DEC: v~-~c~aa5 Y o~ Date: / / Permit ~: or NJ Letter - Notes: Southold Trustees: Y o~- Date: Permit ~: or NJ Letter - Notes: Southold ZBA: Y or~- Date: __/ Permit ~: - Notes: Southold Planning: Y or~ Date: Permit ~: - Notes: Town Landmark C of A: Y o~TE: /_ *~5 9ODE ~omplia~ce (page 2): Y.or N Fee Structure: Calculation: Foundation: SF First Floor: 3~i~ SF Second FI oar: Other: _ SF Total: 3'~ ¢ SF +hfitialFee:$ ~o~ OO + Additional Fee ( ): $ SF X $, :$ + Initial Fee: $ + Additional Fee ( ): $ ~ ~-,~, oo 13Ul/'r FeE & TOTAL:$ -~ l.p,._~, 60 NEW YORK STATE CODE COMPLIANCE CHECKLIST C.LEvIATIC/GEOGRAPHIC DESIGN CK[TERIA: . Groumt Snow Load: ~.0 Weathering: Severe .-Frost Depth: 36" __ Design Temp: 11 __ - Ice Shield Underlay: USE/OCCUPANCY CLASSIFICATION: HEIGI:IT/FI1LE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCILIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YhN WALL STLrDS: CEILING JOISTS: Y/lq FLOOR JOISTS: LU1M[BER SPECIES AND GRADE: Y/N Wind Speedl 120MPH__ ISelsmlc Design Category." B. r Termite: M-H Decay: S-M. Flood Hazai~ds: GI1LDERS: ROOF RAirTERS: WINDOW AND DOOR SCHEDULE: -MISSLE TEST ILEQUIREh~[ENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N MENT 4%: NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMB12qG P,2SER DIAGRAt~: Y/N LOCATION OF FIILE PROTECTION EQU1]?MENT: Y/N TRuSs DESIGN: Y/N CERTIFICATION: Y/N CALCS: Y/N ENERGY :o rAL co 4rLmr,/cE? (rm :um,/TO PA E or, e) sURV6YED FoR:RALPH, VIVINETI'O & ANTHONY V[VINET'fO LOCATED AT: sOUT HOLD.TfO SOUTHOLD,$UFF CO.NY. LOT: IS DESC. ,~'IAP OF: AS SHOWN 1"-40' '*¢'""°* ¢ SCALE: - S.C.T.M.# 1000-370-04'-0~'7 TO,: RALPH ¥1VINETTO & ANTHONY ¥1VINETTO FIDELITY NATIONAL ~ITLE 1NSU~NCE sERVICES,LLC TITLE~ 12-T405-6121eSUFF UNITED NORTHERN MORTGAGE BANKERS LTD. ITS SUCCESSORS AND/OR ASSIGNS FILE N0.47961 'WlL LI~.M fi 12 I~ C. ARLETO~[ AVE_EAS'I' ISLI P.N.Y. 11730 Pro Deck DesignT" 3D View Warning and important Instructions: This is not a final design plan or estimate. EDGENET, tNC. assumes no responsibility for the correct use or output of this program All information contained on this page is subject to the terms in the disclaimer located at the end of this decument. Advertencia e instrcciones importan,tes: Esto no es un plan nj una esfirnaci6n final del dise~io. EDGENET, INC. no asume ninguna responsibiiidad del uso o de la salida correcto de este programa. Toda la informaci6n conter~ida en esta pagina est~ conforme a los t~rminos en la negaci6n, situada en el extremo de este documento. Copyright © 1989-2012 Edgenet, Inc. Page 2 of 21 Doc ~D I n~Odga2-aO20~eda-8eaa-2cdc2d026c20 - R01 302-477 --74.0¢ EA 2X2-8PT#1 WEATHERSHIELD/ _ Y $2.97 .___ $219.78 F R02 255-677 6.06 EA 2X8-16 PT#1 WEATHERSHIELD/ Y $17.97 $107.82 RO3 159-091 49.0(3 EA 5/4X6-16 PT PREM-WEATHERSHIELD / Y $14,57 $713.93 R04 168-768 1.00 EA 5/4X6-8 PT PREM-WEATHERSHIELD / Y $5.27 $5.27 R05 254-258 11.00 EA 2X4-8 PT #1 WEATHERSHIELD / Y $3.77 $41.47 R06 255-457 14.00 EA 2X6-16 PT#1 WEATHERSHIELD/ Y $tl.97 $167.58 R07 258-132 6.00 EA 4X4-12#2 PT/ Y $15.57 $93.42: R08 256-276 9,00 EA 4X4-8 #2 PT/ Y $7.371 $66.33i R09 255-457 5.00 EA 2X6-16 PT #1 WEATHERSHIELD / Y $11.97 $59.85 R10 254-907 2.00 EA 2X4-10 PT #1 WEATHERSHIELD / Y $4.77 $9.54 Rll 2'~6-974 1.00 EA 2X12-8 #2 WEATHERSHIELD / Y $14.97 $14.97 R12 ~;¢~-988 1.00 EA 2X!~';10 ~ WEATHERSHIELD / Y .¢']~? $_17~.97 R13 'f.,~;7-894 2.00 EA 5/4X6-10 PT PREM-WEATHERSHIELD / '~' $7.27 $14.54 R14 168-768 11.00 EA 5/4X6..S PT PREM-WEATHERSHIELD / Y $5.27 $57.97 R15 735-003 3.00 EA DECKMATE SCREW, GREEN, 3 IN, 5LB/ Y $29.98 $89.94 R16 735-002 1.00 EA DECKMATE SCREW, GREEN, 2-1/21N, 5LB / Y $29.98 $29.98 R17 544-208 24.00 EA CARRIAGE BOLT-GALV. 1/2 X 8 / Y $2.87 $68.88 R18 538-892 24.00 EA HEXNUTGALV 1/2/ Y $0.38 $9.12 R19 538-981 24.0C EA FLAT CUT WASHER GALV 1/2 / Y $0.33 $7.92 R20 192-708 1.0C EA 16D 3-1/2" HOT GALV COMMON 5 LB / Y $14.84 $14.84 R21 666-249 24.00 EA 60LB. SAKRETE CONCRETE MIX / ¥ $2.98 $71.52 R22 258-132 3.08 EA 4X4-12 #2 PT/ ~ ~ Y $15.57 $46.71 R23 544-208 24.00 EA CARRIAGE BOLT-GALV. 1/2 X 8 / ' Y $2.87 $68.88 R24 538-892 24.00 EA HEX NUT GALV 1/2 / Y $0.38 $9.12 R25 538-98t 24.00 EA FLAT CUT WASHER GALV 1/2 / ~, Y $0.33 $7.92 R26 258-132 3.00 EA 4X4-12 #2 PT / Y $15.57 $46.71 R27 544-208 24.00 EA CARRIAGE BOLT-GALV. 1/2 X 8 / .]Jt~]=l:Jie]ll¢.,ll $2,538.34 Y $2,87 $68.88 R28 538-892 24.0{ EA HEX NUT GALV 1/2 / SALES TAX $218.93i Y $0,38 $9,12; R29 538-981 24.00 EA FLAT CUT WASHER GALV 1/2 / TOTAL $2,757.27j Y $0.33 $7.92 R30 927-708 36.00 EA CARRIAGE BOLT GALV 1/2 X 6 / BALANCE DUE $2,757.271 Y $2.53 $91.08 R31 538-892 36,00 EA HEXNUTGALV 1/2/ ' ";~:, Y $0,38 $13.68 R32 538-981 36,00 EA FLAT CUT WASHER GALV 1/2 / Y $0.33 $11.88 R33 177~313 1.00 EA DECKMATE SCREW~ TAN~ 3-1/21N~ 5LB / Y $29.98 $29,98 R34 446-408 3.00 Eh 16D 3-1/2" HOT GALV BOX 1 LB / Y $4,39 $13.17 R35 865-827 56.00 Eh LUS26Z DOUBLE SHEAR HANGER Z-MAX / Y $0,96 $53.76 R36 479-710 5,00 EA SIMPSON #10 X 1.5" CONNECTOR SCREW / Y $11.97 $59,85 R37 593-250 4.00 Eh LSCZ ADJUSTABLE STRINGER TIE ZMAX / Y $1.78 $7.12 R38 479-710 1.00 EA SIMPSON #10 X 1.5" CONNECTOR SCREW / Y $11.97 $11.97 R39 222-686 1,00 Eh DECKMATE SCREW~ TAN, 3 IN~ 25LB / Y $98,85 $98,85 RIDGE 2XB LEDGER BOARD 12 61 2X6 6X6 6X6 3 2X12 HEADER u 16"0.C. W/6 8d EA. END RAFTERS @ 16" O.C. COLLAR TIES/CEILING JOISTS @ 16" O.C. W/lO 8d EA. END RAFTER TO HEADER CONNECTIONS X 20 GAGE STEEL STRAp FROM RAFTER TO STUOS. NAIL PER SCHEDULE HEADER POSTS W/ SIMPSON POST CAPS OR EQUIV. 2X8 LEDGER BOARD 3--2XB ROOF SHINGLES: A~TACH SELF-SEALING ASPHALT ROOF SHINGLES TO ROOF SHEATHING WITH (4) GALVANIZED STEEL, 12 GA., FASTENERS CONFORMING TO ASTM F 1667. (FOR EAVES 20' OR MORE ABOVE GRADE: (6) FASTENERS). ROOF SHINGLE UNDERLAYMENT: EXTEND RUBBER ICE SHIELD (SELF ADHERING POYNER MODIFIED BITUMEN) FROM EDGE OF F-AVE UP ALONG SHEATBING TO A MINIMUM 2~" HORIZONTAL DISTANCE FROM THE ~NSIDE OF EXTERIOR WALL. APPLY ASTM D 226, TYPE 1, OR ASTM D 4869 UNDERLAYMENT, AS APPUCABLE PER BELOW: FOR ROOFS > 4/12 PITCH: APPLY ONE LAYER IN SHINGLE FASHION OVERLAPPING BY 2" MINIMUM. FOR ROOFS 2/12 to 4/12 SLOPE APPLY TWO LAYERS. FASTEN 36 INCH STRIP PARRALLEL AND OVERLAPPING THE ICE SHIELD. OVERLAP SUCCESSIVE SHEETS BY 19". ROOF DECK: NEW 1/2" EXTERIOR PLYWOOD. (SEE CONNECTIONS DETAILS SBEET FOR FASTENING REQUIREMENTS) J~OOF SBEATRING NAILING: FASTEN 1/2" EXTERIOR PLYWOOD TO RAFTERS USING (6) BD NAILS AT 12" O.C. EXCEPT AS FOLLOWS: INTERMEDIATE NAILING (NON PANEL PERIMETER) SHALL BE NAILED AT 6' O.C. WITHIN 48" OF RIDGES. EAVES. AND GABLE END WALLS. AT GABLE END WALL FRAMING SPACE NAILING AT 4" O.C. MAX[MUM 2X6 JOISTS @ 16" O.C. POSTS 2X12 STRINGERS POST SIMPSON EPS66 OR EQUIVALENT L4" SLAB PITCHED FOR EVERY 1'-0" 4X4 POST ON 12"¢X56"~ DEEP CONC FOO~NG TYPICAL 11 PLCS 2-2X8 GIRDER SIMPSON EPB~66 OR POST 6X6 POST ON 56"X36"X48" DEEP CONC FOOTING COMPLY WITH ALL CODES OF INEW YORK STATE & TOWN CODES AS REQUIRED ~ · SOt:t~.OLO TOWN ZBA / ~ SOUTHOL~'NG aOARO __ / ~/,/"/'- S0~/JJ~T0WN TR~'T'~S ..]' RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY rNOTE: r THESE PLANS ARE IN CONFORANCE WITH THE 2010 RESIDENTIAL CODE OF NEWYORR STATE AS WELL AS THE AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN & THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS 2001 EDmON FIGURE R301.2(8) COMPONENT AND CLADDING PRESSURE ZONES CLIMATIC ANO GEOGRAPHIC DESIGN CRITERIA I I MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS NAILING & STRAPPING @ EXTERIOR WINDOW/DOOR HEADER ** "SIMPSON" - CS20 (COILED STRAP) ** FAS]ENING SCHEDULE I 9'-o' 9 ~2~ 3 GENERAL FASTENING SCHEDUI F RESIDENtiAL CODE OF NEW YORK SLATE NOTAllON: A- NOMRE]~ OF Rd NAILS O E~, END d~ RTR/~PIN~S (TA~CE 5.7. P. 157) ~ (T~ 6A PA~ B- NUN~ ~ Sl~ ~DS-~ DT (DOB NOT ~PLY TO DOORS) (T~ES 3.~e, P, 193) C- N,,BER OF m~ HBmT Kr,O StuDS · E~ ~DE OF H~Dm (T~ 5.2~. P. NAILING AND STRAPING (eR E~J~_) ** ALL STRAPPING TO BE I ¼" x 20 GAUGE RTL ** "SIMPSON" EQUIVALENT - CS20 (COILED STRAP) UAY 2 5 2012 BLDG DEPR TOWN OF SOUTNOLD * TYPICAL SECTION DETAILS I~Z ~ Z :3_F~ ~- 7 II ler) EXISTING DECK TO BE 'REPLACE~. DE] TD AGE 290 SQ, FT,___..... NEW ADDITIONAL DECK 234 SQ.~F TOTAL DECK 524 SQ, FT, S 37° 33' OO'* E i08,31' SCALE', 1/' 0" / / LEI Z E~ zLd I~(.0 Z EXISTING ,fl ,~"~ LAG BOLTS HGR. @ 16" STRAPPING @ PORCH/RAFTER/GIRDER BOLTS @ 16" U210 HGR. @ 16" CONNECTION DETAIL REPLACE EXIgTING -3040 WINBDWS LWITH NEW SLIDING DBBR, VERIFY NEW DECK 15, E' DECK PLAN SCALE: 1/4-" = 1' - O" 2 X EXISTING CELLAR DOOR .i EXISTING CELLAR ENTRY~ WAY TO BE EXTENDED TO END OF DECK HGR. @ 16" 5/8" ANCHOR BOLT PORCH/DECK/HOUSE CONNECTION DETAIl 2' X 8' LEDGER BOARD LAG BOLTED TD BOX JOIST & INTD EXISTING JDISTS WITH 1/2'~ X 6' LONG GALVANIZED LAG SCREWR 2 EVERY 16' D.C, 15' 5" 4X4 POST ON 12"¢X56" DEEP CONC £O0~NG- 6 POST ON 56"X3 DEEP CONC FOOTING FOU N DATI,. PLAN SCALE: ~1/~= 1' - 0" 1/2"e THRU BOLTS SIMPSON HUD PORCH/DECK/dOIST CONNECTION DETAIl n ~ 11