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HomeMy WebLinkAbout36629-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 5/3/2013 CERTIFICATE OF OCCUPANCY No: 36224 Date: 5/3/2013 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 1980 August Lane, Greenport, NY, SCTM #: 473889 Sec/Block/Lot: 53.-6-46.7 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 7/19/2011 pursuant to which Building Permit No. 36629 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which tins certificate is issued is: New Single Family Dwelling: Living Room, Dining Room, Kitchen, Foyer, 2 Bedrooms, 3 Baths, Entrv Porch, Rear Declr: 2-Car Garage, Laundry, Mud Room, Walk-In Closet, Finished Basement, as applied for. Lot No. filed in this officed dated dated 8/15/2011 The certificate is issued to Vullo, Louis (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2/11/13 R10-10-0052 3/22/13 36629 6/6/12 and 1/24/13 / Georgies Almyradis 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 #: 36629 Permission is hereby granted to: Vullo, Louis 57-27 162nd St Fresh Meadows, NY 11365 Date: 8/15/2011 To: Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, Foyer, 2 Bedrooms, 3 Baths, Entry Porch, Rear Deck, 2-Car Garage, Laundry, Mud Room,Walk-In Closet, Finished Basement, as applied for. At premises located at: 1980 August Lane, Greenport, NY SCTM # 473889 Sec/Block/Lot # 53.-6-46.7 Pursuant to application dated To expire on 2/13/2013. Fees: 7/19/2011 and approved by the Building Inspector. CO - NEW DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $2,528.40 $2,578.40 Building Inspector Fo;-m 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: 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/I 0 of 1% lead. 5. Commeroial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6.Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey'of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shah state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling 5;50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00~ Businesses $50.00. Certificate of Occupancy on Pre-existing Building - $100.00 3.Copy of Certificate of Occupancy - $.25 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: ] ~ nO{) ~'Jo, 7 ~.i ~'~' ~ House No. Street Owner or Owners of Property: _ ~- 0 d [ ~ S , Suffolk County Tax Map No I000, Section 47J ~OoP~' Subdivision I { ~ ~0 I Permit No..~ O t~ .l, q Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ (check one) _Block .-5'3,- '~-b,? Cot Filed Map. _..~.~,,' o°/4 0o.} Lot: j // Underwriters Approval: Final Certificate: ~ (check one) Applicanl Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer.richort~,town southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Daniel Jerome ~,ddress: 1980 August Rd City: Greenport St: NY Zip: 1194,~ ~uilding Permit #: 36629 Section: 53 Block: 6 Lot: 46.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Cell Electrical Lighting Inc License No: 1022-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ ServioeOnly ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph 3[300 Service 3 ph Main Panel 2-1.' Sub Panel ~ Transformer Disconnect Other Equipment: INVENTORY Hot Water GFCI Recpt A/C Condenser Single Recpt NC Blower Range Recpt Appliances Dryer Recpt Switches Twist Lock Ceiling Fixtures [~[~ HID Fixtures Wall Fixtures I I Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtur~ ~ Pumps Emergency Fixture Time Clocks Exit Fixtures TVSS 300a underground service, 2-150a disconnects, I sub panel Notes: Inspector Signature: Date: June 6 2012 81-Ced Electrical Compliance Form.xls ~'~..~ FEB 1 3 20L1 BLDG DEP[. CERTIFICATION (Please print) (Please print~ ' I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before me this ~(~ day of 4~ ~0 ~c4~, 20 [ 3 Notary Public, un: l co .y ANNIII[ ~GRO No. 01E85078083 QuaJit~l in ~k ~ ~ ~ ~av !9 ~015 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 //INSPECTION [~/]~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAr~, ( INSPECTION []FOUNDATION 2ND []FRAMING / STRAPPING []FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS~UCllON [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO~JNI)ATION 1ST [ ] ROUGH PLBG. [~]~FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRB RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELE~;,mlCAL(FINAL) DATE INSPECTOR~~/~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ I,,,]'ROUGH PLBG. [ ] FO/JJNBATION 2ND [ ] INSULATION [,~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~'- -, ~, DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMiN6 / STRAFPIN6 FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] ELECTRIC(ROUGH) ~ ELE~ ~ (.dCAL (FINAL) REMARKI~~I~~- DATE J~/~/~? INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAr,', ( INSPECTION [ ] FIRE RESISTAHT CONSTRUCTION I ] FIRE RESISTANT PENETRATION ~ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~INSPECTOR~~~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST []R~ PLBG. [ ]FOUNDATION 2ND r~[ ]INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F~ INSPECTION ] FIRE RESISTANT CONSTRUCTION[/,~j~'IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC~.,(~ANAL) REM~ DATE ////3//"~ INSPECTOR ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO/UNDATION 1ST [ ]ROUGH PLBG. ~ ]/~OUNDATION 2ND [ ]INSULATION ~_~/~ ~/]' FRAMING I STRAPPING []FINAL []FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRERESISTANTCOflSTRUCTION [ ]FIRERESISTANTPENETRATION [ ] ELECTRICAL (ROUGH) I ] ELECTRICAL (FINAL) REMARKS:~ DATE INSPECTOR /~~'~ TOWN OF SOUTHOLD BUILDING DEPT· 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~ILATION [ ] FRAMING/STRAPPING [~] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) · ~ REMS, KS. , ~ ~ ~ DATE INSPECTOR~/~ TOW. OF SOU~tL~K)B2UILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] ERE RESISTANT FENETRATION C~ELECTRICAL (FINAL) [ ] FIRE RESISTANT CONS~UCTION [ [ ] ELECTRICAL (ROUGH) REMARKS: JK fYm ' b r l ~2g~1~t1~, F,C, 203 Weaver St. Winooski, VT 05404 802.655.4463 ikstructuraldesiqns~gmai .corn 26 October 2012 Town of Southold Building Dept. 54375 Main Road P.O. Box 1179 Southold ,NY 11971-1179 Re: Vullo Timber residence, 1980 August Lane, Greenport, NY 11944 I have reviewed photos of the construction of the timber frame residence referenced above, which was designed by me and cut and erected by Vermont Frames. The timber frame was cut in the Vermont Frames shop according to the timber frame shop drawings sealed and dated Dec 21, 2010. Because timber frame connections are traditional mortise and tenon joinery, the corresponding elements must be cut exactly to the plans in order to fit together as an assembly on site. Any design change required for accurate assembly must be reviewed by me as the timber frame engineer. Therefore quality control is more tightly controlled than with conventional stick frame construction. There were no design changes on record to the odginal sealed shop drawings, nor were there any field questions regarding the frame dudng erection. Based on the photos provided by the owner of the construction of the frame and reports from the erection crew at Vermont Frames, the frame was cut and assembled as designed and detailed on the sealed shop drawings. The timber species and mechanical connection to the foundation was according to the timber frame notes shown on F1 of the sealed set of shop drawings. Please cell with any questions or concerns. Sincerely, . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved ~-- 1- ,2o tt Expiration PERMIT NO. Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, betbre applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to:~ APPLICATION FOR BUILDING PERMIT Date '--'/- [~'1 ,2011 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 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. t: 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 constmction of buildings, additions, or alterations or for removal or demolition as herein described. The ~uPtFhlio;~znet ~ ignr~;;~t°o~s° omnPlpYreWmiti~e~la~lniCbaubi,~llna~V ~,olO. ~deicneas~r~, ibn~ic~~~ations, and to admit ,/..~r//- ~l(atu/f applicatnt or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (N~ of corporate officer) Builders License No. [ .'~ ,~'"]~ Plumbers License No._ q._'~ ~'~ Electricians License No. Other Trade's License No. House Number Street Hamlet County Tax Ma.&p No. 1000 Section ~'.'.'~ Block t~ Lot Subdivision ~"/~l~l~,~ ~i-~..~ Filed Map No. ] l~&---~l Lot 2. State existing use and occupancy of premises and intended use an..~k.ox~p~proposed construction: a. Existing use and occupancy /_/ b. Intended use and occupancy ~ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cos~ 5. If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) Nurnber of dwelling units on each floor 6. If business, commer~clfy nature and extent of each type of use. 7. ~epth 9. Size oflot: Front .~ q'2-~ Rear 352-I 10. Date of Purchase Dimensions of existing structures, if any: Front ~ Height .Nu m~-o~8~ffr~~ ~ Dimensi~~ Number of Stories Depth ~.,..----"""H eight Dimensions of entire new construction: Front ./~>t Rear ID~t Height ~ ' Number of Stories ~- _Depth Name of Former Owner "{~T~ Ca_/._ 11. Zone or use district in which premises are situated Rear Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES NO 14. NamesofOwnerofl~,re_rnises [~t) Vl..II-L/~ Address ~ Name of Architect [--,la~-'"(14 ff,~.. _/,-~.ff?,._ Address~r~T~l:3i~lLPhone No Name of Contractor ~il)l~[/,il~l l~=t.~ Address d,~!,~J~[zt~Phone No.~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ * 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO ~, * 1F YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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 Nltf · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O~x~d___ ~ ~.t-t.~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)"e is the A~-/bJ'~ (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 tree to the best of his knowledge and belief; and that the work will be performed in the m_)axaL.set forth in the application filed therewith. Sworn to befoffe//)me tlf~-. J // Nota,',, Public ' Si ture'oq ppncant J/il M. Doherty. Presicient Bob Ghosio, Jr.. Vice-President James F. King Dave Bergen .Iohn Bredemeyer Toxin HaH. 53095 'qai~ Rd P.O Box 1179 $outhold. NY 11971 Telephone {631 ) 765- [ 892 Fax (631 ) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Januaw 24,2011 Mr. William Kelly Morton Building, Inc. Cox Lane Industrial Park 22355 County Road 48, Unit 4 Cutchogue, NY 11935 RE: LOU VULLO 1980 AUGUST LANE, GREENPORT SCTM# 53-6-46.7 Dear Mr. Kelly: The Southold Town Board of Trustees reviewed the survey prepared by Nathan Taft Gorwin III, Land Surveyor, last dated January 13,2011, and received on January 21, 2011, and determined that the construction of a proposed dwelling with sanitary system, porch, deck, garage, driveway, and proposed barn with porch, is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111 ) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 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. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Jill M. Doherty, Presit~ent Board of Trustees JMD:eac New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 · Fax: (631) 444-0360 Website: www.dec.state.ny.us LETTER OF NO JURISDICTION FRESHWATER WETLANDS Joe Martens Commissioner May 9, 2011 Louis Vullo 57-27 162nd Street Fresh Meadows, N.Y. 11365 Application #1-4738-04034/00001 Re: Vulio Property Facility: 1980 August Lane, Greenport, N.Y. SCTM#1000-53-6-46.7 Dear Mr. Vullo: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that all proposed project activity required to construct a single family dwelling, garage, barn, driveway and Sanitary system in accordance with the 2 page survey prepared by Nathan Taft Corwin III dated 9/15/10 and last revised 3/22/11, is more than 100 feet from NYSDEC regulated freshwater wetlands. Therefore, no permit is required pursuant to the Freshwater Wetlands Act (Article 24) and its implementing regulations (6NYCRR Part 663). Be advised, no construction, sedimentation, or disturbance of any kind may take place within 100 feet from the freshwater wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to p~'event any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 24 jurisdiction which may result from your project. In addition, any changes, modifications or additional work to the project as described, may require authorization by the DEC. Please contact this office if such activities are contemplated. lease note t~at~is letter d~ot relieve you of the responsib ty of obta n ng any necessary permits oc..a~pprovals from other ag~ncies or local municipalities. D~u _Pe~r cc: Morton Buildings, Inc., BOH, File · TOWn of So.uthold Erosion, SedimentatiOn & S~orm.Water Run. Off AsSEssMENT FOR_..~ ~r~k~ )~ LOCATION: S.C.T.M. ~ THE FOLLOWiNG A~TiOi~ MAy RE~i, UIRE THE $1mweeu~N OF A b. WhM b the Total A~a M Land Clea~g la~.t~,l · (~.~.~:m) STATE OF NEWYORK, ~;~.).r r~.. .. No. 01BU6185050 Tba' ~ ] t-r .... · . . L/~ ' Qualified in SUffolk County t J, ,...~~.....~ ................. be/ag duJy swora, de-,~ ..~X~iWM] E~31maA~il 1~-, ~ C:)1,,¥-- . u~me m m~aw ~ oeam~) ~ ,~u ~.~ u~,~ nc/me m ~d tba~ b~e b ~e _.~ .................. . ................................... . ' '~:~'~ ~,~i ...................................................... · ............... ;~'g;g";;;;;~;~;.~.......A.~.~A ............ ~o..- oe/~0 ~'"'~~<~ ~' ................. TOWN O~ ~OWl~Ot.~ APP.LICATION FOR ELECTRICAL INSPECTION DESCRIPTION OF WORK (Plea.se PUnt "boo ~ ~ " ) . a8 e *l.~JOb.mad¥ for .Inepe~n: ' YE81 NO Temp Info.etlon (~ needed}. Rough IR.'" *"ew~ervloe: 'Re-con%~~ Numl~e~eiMet~m Change Of Senace Additional' I~ormatlon: PAYMENT DUE WITH'^PPLICATION O~ler OYa'fleed !. Town Hall ~ancx 54375 ~ Road P.O. Box 1179 Sou~old, NY 11971-0959 company Name: Name: ~Eicense No.: 3,: BUll,DING DEPARTMENT TOWN OF SOI3THOLD APPLICATION FOR ELECTRICAL INSPECTION Telephone (631) 765-1802 . (631) 7 5 miler, nchert~.t~n.so~l~)~, ny. us JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: <~ {~U ~Oi ~ Tax. Map District: 1000 . Section: ~_~--~ ~|EF DESCRIPTION OF WORK (Please Print Clearly) (Pl~ase Circle Ali That Apply) *IS-job ready for inspection: E~ NO *Do,you need a Temp Certificate: YES / NO Temp Information (If needed} *s'e'rvice Size: 1 Phase 3Phase 100 *New Service: Re-connect Underground Ad..dit!enal Information: Block: t~ ~ Lot: Final S2~Request for Inspection Form 150 200 300 350 .400 Other Number of Metem Change of Service Overhead PAYMENT DUE WITH APPLICATION BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: 7-/~"~// Date Reviewed: ' '~~ ~ L-~° Conforming? Building Permits (Open/Expired): BP ~-Z / ~0 Z-__., Info: BP -Z / C/0 ~ , Info: BP -Z / C/0 Z- ., Info: BP -Z / C/0 Z- . Info: BP -Z / ~0 Z- , Info: Single & Separate Search Required? Y o~etermm~ion: ~ ~ o** ~Tog~ ~Q. Front 6o ACT. Front 0~ ~Q Side ~ ACT. Side o ~ ~Q. Re~ ~ PROP. Re~ ~Q. H~ght. ~ ACT. Height R~. ~oTH $lb~S~ ACT o~ Waterfront? Y o~ ~ ~ - ~~ ~~,~ ~ Ify~, water body: PanelO ~ Flood Zone: ' Bul~ea~BfuffDi[t~nce: ~ ADDITIONAL APPROVALS REQUIRED pkn~$('~) Sl6,'w-I~., .~nL~:I~ng/CSuRV~_¥~ Suffolk Coun~ Health:~r N-If yes, *Bed~: ~ *Date: C/~lJ *Permit~: ~0- ~0-oo~ ~ Romlc:~ - If no, certification required: Y or N Received: Y or N By: ~S DEC: eRg-v~cgn.s Y o~ Date: / / Permit ~: ~~W~r N~ Letter- Notes: Southold Xruste~: Y or'Date: / , ~/[ Permit ~: o~ Notes: Southold ZBA: Y o~Date: /~/ Permit ~: - Notes: Southold Planning: Y or~ Date: / /Permit ~: - Notes: Town Landmark C of A: Y o~DTE: // *~S CODE ~ompliance (page 2)~r Fee Structure: Calculatio/n: Foundation: I g ~.-'~-SF ,--~"~o9--I X * ,t~'O --$ First Floor: 3 ~ ~S SF + hfitial Fee: $ Second Floor: ~ ~ SF + Additional Fee ( ): $ Other: SF SF X $. =$ Total: ~ 8 ~ ! SF + Nitial Fee: $ ~ + Additional Fee ( ): $ ~ oF o ~E~ ~0. o~ · FEE --O oq-00, oO TOTAL:$ ~L.._~'~', 5LO Groun~t Snow Load: ~0. weathering: Severe__ .Frost Depth: 36"__ Design Temp: 11 · Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: HEIGI:tT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: ¥/N HEADERS: ¥/N WALL STUDS: ¥/N CEILING JOISTS: Y/N FLOOR JOISTS: LU1M[BER SPECIES AND GRADE: Y/N NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CPJTERIA: ~Vlnd Speed: 1201V[PH Seismic Design Category." B . Termite: M-H Decay: S-M Flood Hazards: GIP, D ERS: YfN ROOF RAI~ERS: WI]qDOW AND DOOR SCHEDULE: ,MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: LIGHT 8%: Y/N ~q3;NT 4%: YfN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YfN PLUMBING R2SER DIAG1LAM:~)N LOCATION OF FYRE PROTECTION EQUiPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: YfN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 Janua~28,2013 Louis Vullo 1980 AugustLane Greenport, NY 11944 BUILDING DEPARTMENT TOWN OFSOUTHOLD TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: (- / Application for Certificate of Occupancy. (Enclosed) ~-~- '¢('~II ~'~ ~._ Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. ,/7~ Final Health Department Approval...__-5~¥~ ~t.._ ( Plumbers Solder Certificate. (A, permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 36629 - New Single Family Dwelling HOLE DATA I / / $. LOT ~ VACANT / / / / / / / / LOT [~ VACANT SCALE 1"=1,OO0' SHEET 1 OF 2 SURVEY OF LOT 1 MAP OF PARADI~ E FILE No, 11881 FILED JANUARY 8, 2005 5'1TUA TE ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-5,5-06-46.7 SCALE 1':100' SEPTEMBER 15, 2010 JANUARY 1~, 2011 REVISED SEPTIC SYSTEM PE SCD~S NOTICE 11-2 20!0 MARCH 22, 2011 CLEARING L~MITS AS PER N.YSD.EC NOTICE JUNE 22, 20il CORRECTED EFFECTIVE CESSPOOL DEPTH AREA : 330,252 sq. ft. 7.581 ac. CERTIFIED TO: CHICAGO TITLE INSURANCE COMPANY LOUIS S. VULLO NOTES 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ~ 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE F~OM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. SUBJECT PROPERTY N Y S Lic No 50467 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fox (631)727 1727 30 206k HOUSE SCALE 1"=40' CHANGE(S) DRAINAGE SYSTEM CALCULATIONS' ROOF AREA: 2,608 sq. ff. 2,608 sq. ff. X 0.17 = 444 cu. ff. 44A cu. fK / A2.2 = 11 vertical ff. of 8' diD. leochlng pool required PROVIDE (6) 8' diD. X 2' high STORM DRAIN POOLS PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PROPOSED CONTOURS LINE SHOWN THUS: ~EPTIC SYSTEM CALCULATIONS 1. MINIMUM SEPTIC TANK CAPACITY FOR A 1-4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-S' WIDE, 6'-7' DEEP 2. MINIMUM LEACHING SYSTEM FOR A 1-4 BEDROOM HOUSE IS 250 sq ff SIDEWALL AREA. 5 POOLS; 3' DEEP, 8' dia. 3. SEPTIC SYSTEM STRUCTURES: ? ~ PROPOSED 50% FUTURE EXPANSION POOL  PROPOSED 8' DIA. X 3' DEEP LEACHING POOL ~ PROPOSED 1,000 GALLON SEPTIC TANK / / / / SHEET 3 OF DETAII,S HDUSE ELEV ~ INV EL PROPOSED SEPTIC SYSTEM DETAIL (NOI TO SCALE) DISTRIBUTION POOL OF 5 POOL SYSTEM SEPTIC TANK BOT EL 60' CLEAN COLLAR ~GROUND WA1ER ELEV 3 O' LEACHING POOLS (5) MINIMUM LEACHING SYSTEM FOR A COPIES OF THIS SURVEY MAP NOT BEARING ~HE LAND SURVEYORS INKED SEAL OR Nathan Taft Corwin III Land Surveyor Successor To 5tonley J Isoksen Jr LS Joseph A Ingegno LS PHONE (631)727-2090 Fox (631)727 1727 30-~06 T£'HT HOLE DATA / / / / / LOT ~ , ¢ LOT ~ VACANT x 0 SHEET I OF ~.'> SURVEY OF 1,07 1 MAP OF PARADISE I~LE~" S FILE No. 11881 FILED JANUARY 8, 2003 ,SITUATE ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-55-06-46.7 SCALE 1"=100' SEPTEMBER 15, 2010 JANUARY 18, 2011 REVISED SEPTIC SYSTEM PE SCDHS NOTICE 11 2 20!0 MARCH 22, 2011 CLEARING LIMITS AS PER NYSDEC NOTICE JUNE 22, 2Oll CORRECTED EFFECTIV? CESSPOOL DEPTH AUGUST 1, 2011 REV:SE PROP BARN LOCATION AREA = 330,252 sq. ff. 7.581 DC. CERTIFIED TO: CHICAGO TITLE INSURANCE COMPANY LOUIS S. VULLO NOTES I. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ~o 2 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. LOT ~2~ / / / \ / / LOT [] VACANT MAP SCALE 1"= 1,000' N Y S Lc No 50467 PROPERTY SLANO VJEW Nathan Taft Corwin III Land Surveyor 30 206( HOUSE i/ SCALE 1"=40' DRAINAGE ,S'YSTEM £ALCULATIONS: ROOF AREA: 2,608 sq. fl, PROPOSED R' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PROPOSED CONTOURS LINE SHOWN THUS: / / SEPTIC SYSTEM CALCULATIONS SttEET o ~- OF / / PROPOSED FINISHED GRADE SEPTIC SYSTEM DETAIL (NOT TO SCALE) FNISH GRADE TOP EL 103'~ 1' MIN SEPTIC APPROVED PIPE TANK APPROVED PIPE EL 9 3' ~INV EL 88' BISTRIOUTION POOL OF 5 POOL SYSTEM SEPTIC TANK (1) BOz EL 60 ~OROUND WA~fR ELEV. 3 O' LEACHING POOLS 1 MINIMUM LEACHING SYSTEM FOR A 1 4 BEDROOM HOUSE :S 500 sq ft SIDEWALL AREA 5 POOLS: 3' DEEP, 8 dia 2 LEACHING DOOLS ARE TO BE CONSTRUCTED OF PRECAS] REINFORCED CONCRETE (OR EQUAL) LEACHING STRUCTURES, SOLID DOMES AN0/OR SLABS 5 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) 4 A IO m;n DISTANCE BETWEEN LEACHING POOLS AND WATER LINF SHALL BE MA!NTAINED 5 AN S min DIS]ANCE BEfWEEN ALL LEACHING cCOLS AND SEPTIC TANK SHALL BE MAINTAIN-D THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. No 50467 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fox (631)727 f727 30 2061~ T~LS'T ttOLE DATA EL WATER N BROWN FINE TO COARSE' SANO SW WITH HEAV" GRAVEL 12' LOT rT~ LOT ~ LOT~ VACANT / \ / \ LOT~ "~ ~p[~'~)_ ~ SURVEY OF LOT 1 MAP OF PARADISE ISLES FILE No. 11881 FILED JANUARY 8, 2003 SITUA T£ ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-55-06-46.7 SCALE 1"=100' SEPTEMBER 15, 2010 JANUARY 15, 2011 REVISED SEPTIC SYSTEM PE SCDHS NOTICE 11 2-2010 MARCH 22, 2011 CLEARING LIMITS AS PER NYSDEC NOTICE JUNE 22, 2011 CORRECTED EFFECTIVE CESSPOOL DEPTH AUGUST 1, 2011 REVISE PROP. BARN LOCATON AUGUST 51, 2011 STAKE FOUNDATION SEPTEMBER 26, 2011 FOUNDATION LOCATION AREA = 330,252 sq, ft. 7.581 ac. C£RTIFIED TO: CHICAGO TITLE INSURANCE COMPANY LOUIS S. VULLO NOTES' DETAIL ' ' SCALE 1"=40' LAND N Y S Lic No 50467 Nathan Taft Corwin III Land Surveyor TEST HOLE DATA (TEST HOLE DUG BY ~ ON AUGUST 2§, 2010) EL. 9.0' EL 12' / / / / / / / / rot [] UNDEROROUND~ PROPANE TANK CAP ~.) 1 STORY- FRAME BARN LOT [] J / \ \ LOt [] VACANT LOT [] SURVEY OF LOT 1 MAP OF PARADISE ISLES FILE No. 11881 FILED JANUARY 8, 2003 SITUATE ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-53-06-4.6.7 SCALE 1"= 100' SEPTEMBER 15, 2010 , JANUAJ~f.~, 15, 2011 REVISED SEPTIC SYSTEM PE S.C.D.H.S. NOTICE 11-2-2010 ,,,,~,i~1~:_~011 CLEARING MMITS AS PER N.Y.S.D.E.C. NOTICE "~3JdN[ 22, i2011 CORRECTED EFFECTIVE CESSPOOL DEPTH AUGL~T 1, 2011 REVISE PROP. BARN LOCATION ~AUGUST 31, 2011 STAKE FOUNDATION SEPJTEIdBER 26, 2011 FOUNDATION LOCATION - ~ o.~ z_ DECEUSER 27, 2o12 ~l suev~ .D_. _ AREA = 530,252 sq. ft. 7.581 oc. CHICAGO TITLE INSURANCE COMPANY LOUIS $. VULLO SEPTIC SYSTEM TIE MEASUREMENTS HOUSE I .OU E CO.E8 [] CO. ER® 18.7' LE.~CNINO POOL ~l~O ~OOL COVER 3 44' ~ ~CHING POOL COVER 4 44' 59' ~CHING POOL COVER 5 50' 51' Nathan Taft Corwin III ..... Land Surveyor I~IGNE (~31)727-2090 Fax (~11)727-1727 DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE o,,23,2o 0 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL ENSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: (866) C847) chicago IL 60601 USA.--.w......~P'R'~O?~U~C:E~RID#: COVERAGES CERTIFICATE NUMBER: 570040155589 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATEO. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requestec DAMAGE TO RENTED $1,000,000 Z CLAIMS-MADE ~]OCCUR MEDEXP(Anyoneperson) $5,000 GENERALAGGREGATE $2,000,000 IWC STATU-J JOTH- CERTIFICATE HOLDER CANCELLATION Town of southold PO BOX 962 Cutchogue NY 11935-1146 USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WiLL BE DELIVERED IN ACCORDANCE W~TH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la. Legal Name & Address of Insured (Use street address only) Morton Buildings, Inc. 252 W. Adams Street Morton, IL 61550 Work Location of Insured (Onl. v required (£coverage ix specifically limited to certain locations in New York State, i.e., a Wrap-Up Policy) lb. Business T~lephone Number of Insured 309-:'63-7474 lc. NYS Unemployment Insurance Employer Registration Number of Insured 1532342 2. Name and Address of the Entity Requesting Proof of Coverage (Entity Being Listed as the Certificate Holder) Town of Southold 54375 Main Road Southold, NY 11971 1 d. Federal Employer Identification Number of Insured or Social Security Number 37-0347310 3a. Name of Insurance Carrier American Zurich Insurance Company 3b. Policy Number of entity listed in box "la" WC 9376311-07 3c. Policy effective period 10/01/10 to 10/01/11 3d. The Proprietor, Pamaem or Executive Officers are [] included. (Only cheek box ifallpan'ne~/offic, e~included) [] all excluded or certain panners/officers excluded. This certifies that the insuranoe carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "2". The Insurance Carrier wit also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regutar mail.} Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c ", whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that thc business is complying with thc mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Mary Keane .,,~ (Pdnt name of ~/zed repr~enlative or licensed agent o£insuranee e artier) 10-01-10 Title: Regional Operations Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 312496-9345 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-10§.2. lnsw'ance brokers are NOT authorized to issue it. C- 105.2 (9-07) www. wcb.state.ny, us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head cfa state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue o f such permits, shall not issue ~uch permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head cfa state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-07) Reverse STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF IIqSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la. Legal Name and Address of Insured (Use street address only) Morton Buildings, Inc. 252 West Adams Street Morton, IL 61550 I b. Business Telephone Number of Insured 309-263-7474 lc. NYS Unemployment Insurance Employer Registration Number of Insured 1532342 Id. Federal Employer Identification Number of Insured or Social Security Number 37-0347310 2. Name and Address of the Entity Requesting Proof of Coverage (Entity Being Listed as the Certificate Holder) 3a. Name of Insurance Carrier American Zurich Insurance Company Town of Southold 54375 Main Road Southold, NY 11971 3b. Policy Number of entity listed in box "la": WC 9376311-07 3c. Policy effective period: 10-01-10 to 10-01-11 Policy covers: a. [] Alt of the employer's employees eligible under the New York Disability Benefits Law b. [] Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent oft. he insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed: 10-01-2010 (Signature ° finsurance carrier's auth°dzed reT:~'mativ~ffr NYS ~censed Insurance Agent °f that insurance carrier) Telephone Number: 312-496-9345 Title: Regional Operations Manager IMPORTANT: If box"4a" is cheekeds and this form is signed by the insurance carrier's authofi~d reprt~entative or NYS Licensed Insurance Agent of that carrier, t his ceniBoate is COMPLETE. Mail It directly to the certiBoate holder. I f box "4b'* is checked, this cenlficat e is NOT COMPLETE for purpos~ of S~ction 220, Subd. 8 of the Disability Benefits Law. It must be mailed for completion to the Workers' Compensation Boa~l~ DB Plans Acceptance Unlh 20 Pa~ S~reet~ Albany~ New York 12207. PART 2. To be completed by NYS Workers' Compensation Board (Only if box "4b" of Part 1 has been checked State Of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed. By_ (Signatme of NYS Workers' Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write IVYS disability benefits insurance policies and iVYS licensed insurance agents qf those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120. I (5-06) Additional Instructions for Form DB-120.1 By signing this form, the insurance cartier identified in box "3" on this form is certi~ing that it is insuring the business referenced in box "la" for disability benefits under the New York State Disability Benefits Law. Ihe Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". This Certificate is valid for the earlier ot'oneyear after this form is approved by the insurance carrier or its licensed agent, or the policy expiration date listed in box "3c". Please Note: Upon the cancellation of Ire disability behests policy indicated on ~his form, if the business continues lo be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head ora state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connect/on with any work involving the employment of employees in employment as defin.ed in this article, and not withstanding any general or special statute requiring or authorizing the issue of such penmts, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment &employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carder is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5-06) Reverse REScheck Software Version 4.4.1 Compliance Certificate Project Title: Vullo Residence Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Climate Zone: 2010 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family 18% 5750 4 Construction Site: 1980 August Lane Greenport, NY Owner/Agent: Compliance: 15.8% Better Than Code Maximum UA: 393 Your UA: 331 The % Bette¢ of Worse Than Code index reflects how close to compliance the house is baSed on code ~'ade-off rutes. It DOES NOT provide an estimate of energy use or cost relative to a minimum~ode home Designer/Contractor: Jeffrey T. Butler, P.E. 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2: Fiat Ceiling or Scissor Truss Wall 1: Structural Insulated Panels Window 1: Vinyl Frame:Double Pane with Low-E Door 1: Glass Dcor 2: Solid Wall 2: Wood Frame, 16" o.c. Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space 1519 28.7 0.0 55 320 38.0 0.0 10 1440 23.0 49 204 0.340 69 168 0.340 57 21 0.300 6 652 21.0 0.0 37 1832 38.0 0.0 48 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Na~me ~ Title ,// 'P" ' / Date '}" :> ' ~' ./"'..1t Project Title: Vullo Residence Report date: 08/08/11 Data filename: J:\MISC_JOBS\Misc Jobs 2011\Bill Kelly-Vullo Residence\Untitled.rck Page 1 of 3 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: Ceiling 1: Cathedral Ceiling (no attic), R-28.7 cavity insulation Comments: [] Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: Wall 1: Structural Insulated Panels, R-23.0 assembly R-value Comments: [] Wall 2: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: r~ Windows: Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Note: Up to 15 sq.ff, of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: Door f: Glass, U-factor: 0.340 Comments: [] Door 2: Solid, U-factor: 0.300 Comments: This door is exempt from the U-factor requirement. Floors: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are either 1) Type lC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type lC rated and ASTM E283 labeled, or 3) installed inside an air-tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Sunrooms: [] Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doom separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: [] Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided, [] Insulation R-values and glazing U-factors are cleady marked on the building plans or specifications. Project Title: Vullo Residence Report date: 08/08/11 Data filename: J:\MISC_JOBS\Misc Jobs 201 l~Bill Kelly-Vullo Residence\Untitled.rck Page 2 of 3 Duct Insulation: [] Ducts in unconditioned spaces or outside the building are insulated to at least R-8. [] Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: [] Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. [] All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181B. [] Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. [] Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: [] Thermostats exist for each separate HVAC system. A manual or automatic means to partially restdct or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: [] Circulating service hot water pipes are insulated to R-2. [] Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: [] A pen'nanent certificate is provided on or in the electrical distribution panel listing the pr~dominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Title: Vullo Residence Report date: 08/08/11 Data filename: J:\MISC_JOBS\Misc Jobs 2011\Bill Kelly-Vullo Residence\Untitled.rck Page 3 of 3 ~2010 New York Energy Conservation Construction Code Certificate Ceiling / Roof 28.70 Wall 23.00 Floor I Foundation 38.00 Ductwork (unconditioned spaces): Window 0.34 Door 0.34 Heating System: Cooling System: Water Heater: Name: Date: NA WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WINO GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10x3" (wi WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" D.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 ( W/WASHEI MACHINE BOLT @ 12" D.C. II II PROPOSED VULLO RESIDENCE I~J¢O ~,U~U~T LANE G,~EENPOI~,T, NE~ YOf~K II II ~._.~ ~ ~L.. ~ PROPOSED VULLO RESIDENCE ~E~O~T, NE~ YORK ~ ~"-----"---.7' ~ ON LEIiDCONTENTBEFORE ; ~ ~ 'CERTIFIC~TEOFOGCUPANCY ~ ~ ~ r~ r~ r~ r~ r~ r~ r~ r; r; r: r~ r~ r~ , J--I .... 41_ L I ............. J L j L _rz.__ i i~ J k ..... ii ~--J L .... Jill ...... Jl IL ...... Jl IL ...... Jl U ~ ..... ~11 L -- -1,~ -- J.~ I IL ...... J IL ..... iJ ' '$OLDERUSEDiN~WATER ~. ........................ .~-, ~ ........................ ~ ~ ~ ~ r ~ r ' ' SuP~PLY$¥$TEM.C'ANNOT ~, '~ L__,_,-J L ........ j L_~__~r [k___~_J I. ...... J L ...... J L__~_,___~ I___,_~__J L ........ J L.~_,__~ .,.,. . .... ~ , , ,. -~~,, .. ~,, .. ,, ,, ,, ... , ,, ,.. ,,~~-, , ... ,,, ~LECT~C^L ~'~0~.~. /"'~ ~ ~ ~ ~ ~ ' ,'~',O~/,' ,'~../~~I' ,' ~',, %',", ,,, ,~'//, ,''~ ~'', ~ ~"~=, ~ ~r,~='O ~ ,'', ~', '~' , '', INSPECTION REQUIRED ..... , T.O. TOP "'" , ,, "" ' "" i "' 'ATE t~ ! ~ ~ h ,m II ,, ,, 'I PLUMBING ,,,, ,, ,',, , =+ ,, ,, ,,,, = L LUM ,NgWA , · /-"1 // ~ ~ ~11 I1~-~ ~(~) ~ ~ ~ ~~~ ~~,mmm mm ~ .... ~mm~ ~ ~ TEeiNG BEF~E C~VER NG II I %% % ~1 :: I i JC Ir L ..... ~ ................ J' ...... 'l.I -- ~ T.O, BEAM / ~ / ~ ~ ~ ~ ~ ~ ...................... ,~/~ - ~ , , ~ - - ~ % - ~ .................................................. ~ ~ ~ "~ ~ ~ PURSUANT TO CHAPTER 236 , , ~ _ ~ .... ~~~ ~ ~ - ~/~' ,, OF THE TOWN CODE. ~ ~ ~ ~ ~ ; ~ ~ ~ ~ .... ~ = ~1 I~ J~l ~ = ', ~, ~ ~ ~' ~ NOT PROCEED WITH ~ I I E , ' = r i i - ~ .... ~ ~ F~NGU~ILSURVEY , , , , ' ~ - -- -- ', , , , , ~E IE ~b -' J~ ~J q~, , , , ' I' ~ FIRST ' ~ I L ..... . . .... FLOOR I I I ~ I I J L . ~ ~ = = = . COMPLY WITH ALL CODESOF k-~ ~-4 *-~ .................................... ~ ......... ~ = ~ ~ ~ NEW YORK STATE & TOWN CODES L~ J - L Cj L~%~JJ AS REQUIRED PLANS REVI~ED FOR COMPLIANCE WlTH-NY5 RESIDENTIAL CODE & NYS ENERGY CONSERVATION CONSTRUCTION CODE, CHANGES TO ORIGINAL MANUFACTURERS/DESIGNERS FR ON T VIE W "'STEP FOOTING~'~'' DRAWINGS ARE SHOWN IN A SHADED TEXT BOX OR IN A CLOUD AND ARE DATED AND INITIALED. ~(~)~4' BAR ~TEND THRU STEP SLOPE & EXTENDS MIN. ~8" BEYOND - ~ ---,'~ROFESSIONAL~IUDGEMEN~,' ~NESE PLANS ARE IN COMPLIANCE WITH THE NYS ENERGY CONSERVATION ~OTH ENDS MAINTAIN MiN. FLAT FOOTING THICKNESS THRU ENERGY CERTIFICATION- TO THE BEST OF MY KNOWLEDGE, BELIEF & CONSTRUCT ON CODE 2007. KEITH C~MER, ARCHITECT ,;~h~ ' WINDOW SOHEDULE TRIM SGHEDULE U.L. A~gROVED METAL FLUE w/SPARK ARRESTOR CAP APPROVED A8 NOTED' ~. WE RECOMMEND THAT ALL 5.I.P. BUILDINGS INSTALL A FRESH AIR ~CHANGER w/ HEAT RECOVERY FAOIA BOARD ~ X 8OGOUPANOY 2. NY5 CODE REVIEW- GROUND SNOW LOAD- 20 PSF (SUFFOLK CO.), ROOF LOAD- 40 PSF, FIRST FLOOR & NON-SLEEPIING AREAS-40 PSF, SECOND FLOOR BEDROOMS-30 PSF , A 2'-8",_0. X 4'-8"3'-0" AWNING FAglA DRIP BOARO 1 X ~ .,,. 0B~'-0"~ 6'-8"PATIogASEMENTDoORS WINDOWwtNDOW ~AMB~AO T~MTR~M xX ~ ' USE IS UNLAWFUL SEISMIC DESIGN CAT. C, SITE CLASS ~t. TIMBERFRAME w/SiP WALL & ROOF IS ~ FULLY BRACED SYSTEM. BASIC WIND SPEED- ~20 MPH D 5'-4"2'-4" X 4'-8" OASEMENT WINDOW SILL TRIM 5/~ X ~VV]THOUT OERTIFIOATE 76~-18~NOTIF~ BUILDINg8 A~ TQDEPART~ENT4 P~ FOR THEAT 3. ALL LUMBER AND TIMBER IS TO BEND. 2 GRADEPINEORBEI I~R.rE 2'-0" ~ 1',-0'~. TRANSOM DOOR H~AD TRI~ 5/4 X ~ '~ r- ~, ~ -0 GASEMENT OC OD.UPANOY ~O~LOW,.~ INSPEgTIONS. G ~'-0" X AWNING ~,, ~ FOUNOATION-~REQUJ~g 1'-8" DOOR JAMB TRIM 5/~ X ~ , H 2'-8" X 1'-7" BASEMENT GABLE TRIM 5~4 X 6 ~ FORPOURED~ONCRETE 2'--6" X 4'--0" SKYLIGHT EAVE TRIM 5~4 X 8~z ROUGH-FRA~ING,~UMBIN6, ,/ INTERMEDIATE TRIM 5/4 X 6 .2" THICK APPLIED STONE ,,¢¢,, STRAPPING, EL~TRICAk & CACKLING ' * EGRESS WINDOW I I ¢ I ~ 3. INSUBTION I I I[~ FACING ,' ~ ~N 4 EINAL-CONSTRUCTION&ELEGTRiCAL ' '~ ]~b~ = I I I ~ CONSTRUCTION ~b MEET THE ~ ]E__~"~2,L . ~ , ,. ---4' .~.,~.~.~.~Ss~.~ ~T°~.~S~.S~.~, ~ CO..S, .o.°" ..w ~ 8 12 jL /~c ¢/~% ~ ~%~ ...... ~ ~ ~ - J ...... ~ D~SlON OR CONSTEUC~ON ERRORS, ~ [ .' ...... :_ ....... ~'..' , . '. -.% ~ = ; ~~1 Jill , --~ ' ' ' ' , ., , , ' -~ ~ ' ~ ~ ~ FIRST {) L ...... ' ' ' ' ' , I' , ' ' ' ~ T FLOOR -- - ~ ~ ~ ~ ~ I I ' ~ '~~ ~ ' BASEMENT ~ ' ~ ................ ~ ................ J~ 3~ ~', ~' --2" THICK APPLIED STONE I ~T ~1~ ~/1~1 PARTIAL LEFT SIDE VIEW / FACING LLI, ~'~-.~4.~-. ........ , DATE: REVIEWED BY: FOR DESION DEVELOPMENT, BUILDING SHEET: DEPAR~ENT REVIEW, ESTIMATING, AND AS' ~ 07 SEP 10 KEITH CRAMER ARCHITECT CONSTRUC ONGUIDELINES. VU LLOR E SIJD FN CF T I M B E R W 0 R KS SEPTEMBER95 HURST AVE.,29, 2010ALBANY'NY12208 ~RIFICA~oNSUGGESTIoNsCONSTRUCTIONoFONLy'DETAILSExISTINGARE~ INTENDEDsiTE CONDITIoNsAS , SCALE:i/ 4"= 1 '-O' ~i . ~ DESIGN :..~,,~.~°~ ,o~ ~,~, w,~-,,, ~.~ sco~ o~ T.~ ~¢S~O AUGUST ~A"~, C~,,O~T. ,~ ~t .a~*~ ~o*o, .o~ a~u~o~o~, ~ oa~a~ (a~) ~-~4~ THIS HOUSE DESIGN ~ DRAWINGS ARE TO BE TO~N OF 50UTHOLD FILE: ---- OF 7 USED FOR CONSTRUCTION OF THE VULLO VULLO,DWG I I I I U.L APPROVED METAL FLUE w/SPARK ARRESTOR CAP I I I _11 SIDEWALL & VALLEY 12 ~)//.,.~. ~k~.._~ --L 12 T,O, TOP ......... ~_ ~.~~-- ~ ~ T.O. BEAM ~ ~- - H ~HI~HIIIII~ ~ j IL~ nuu~luHl~u FLOORFIRST ~ , FIRST 1 3/4" X 3 1/2" PAINTED WOOD RAIL FLOOR 4 3/4" X 7" PAINTED WOOD TRIM AROUND 5 1/2" P.T. POST I I 5 6 1/4" X 6 1~4" X 3/4" PAINTED WOOD POST CAP SHIM 6 4 3'/4" X 1 172" BEVELED PAINTED WOOD CAP 1 ~ ~R FRAE, POST 8 7 1/4" X 7 1/4 X 1 1/2 BEVELED PAINED WO0~ POST CAP 2 3~ X 5 1~2 TAG WOOD DECKING 9 7 1Z~" X 7 174" X 5/4" PAINTED WOOD POST CAP SHiM 3 3/4" X 9 1~4" PAINTED WOOD TRIM 10 i 1/2" X 2" PAINTED WOOD BALLUSTER 4 3/4" X 7 1~4" PAiNTEO WOOD FAClA 5 TIMBER FRAME BRACE RIGHT SI 6 3/4" X 2 1/2" PAINTED WOOD DRIP BOARD ~..~.~.A~*~ DECK RAILING DETAIL 8 TIMBER RAFTER 1/2':1'_0' 9 ~/4" X T~8 ROOF BOARDIN~ SCALE: RESTORE NATU~L GRADE 5/4" X 5 1/2' PAINTED WOOD TRIM ' ,,,,-:" PORCH DETAIL SCALE: 1/2"= f-O" FILE; VULLO,DW~ ~ I ..... L ...... J L ...... d L ..... J I L-- _J L ...... J I L ..... J L ...... J L ...... J L ..... I ................ , /,, ,, ,, ,,,,, ,, ,, ,, ",,, ,, ,, " "" ,, "' ' T.O. TOP ~ _L I~ ~ , I , LL ....... I--~ ....... ,--, ....... I--, ...... ~ ,, O , e ,, " --'-~ ----" " " "' " ' " ' PLATE ~ ~ I ~~ ~ ~ ~ ~ ~ ~ ~1 ~ tt ' ~ ~ ~ ,, ,~ ,,, ,, ,,,~,~_ , ,, , ,, ,,, ,, ,, ,, ,~ --~,, ,, ,, ,, ,, , , L~ ,,, ~, ,, ,, ,~__ ¢ ¢ ® ~, ,, ,, ,, ,,,~,' , __ I- T.O. BEAM ~F--' . - ~ ............... ............. ~ L _ - ~ ..... ~4 ' ~ ~- ......................................................... .....-- . __ q~-.~_ _ _ __ _~- ........ ~-~ ._------- __---'-"-~- ............................. ~, j' FLooRFIRST ~ ~ ~ ..... r ............................ ' E~U~Ei ~ 1/4"=1'-0" BASEMENT , ~ ~ . ~ ~.~.~. ~..~.~;/ FLOOR~~ ~ SHEET: REAR VIEW ~ GENERAL NOTES ELECTRICAL NOTES DOOR NOTES ALL CONSTRUDTION TO MEET OR EXCEED OUTLETS TO BE 110 VOLT, 15 AMP DUPLEX ALL INI1ERIOR E~G, RE.~,S DOORS AR.~ TS. BE A ALL LOCAL, STATE, & NAllONAL BUILDINO OUTLETS LOCATED O 12' OC MAX FOR ALL A MINIMUM OP 2-8 WIDE AND B-B HIGH CODES INTERIOR ROOMS ALL EXTERIOR E~RE~S DOORS ART T~ BE A OUTLETS IN BATHROOMS, KITCHEN, & LAUNDRY A MINIMUM OF 5-0 WIDE AND 6-8 HIGH HEATING NOTES TO BE CFI OUTLETS HEATINU BY OIL FIRED BO~LER OR AS EXTERIOR OUI~-ETS TO BE WATERPROOF CFI STAIR AND RAILING NOTES r SELECTED BY THE OWNER OUTLETS STAIRS SHALL BE DESIGNED AND GONSI~UCTED LIGHT FIXTURES ARE TO BE 110 VOLT FIXTURES IN ACCORDANCE WITH THE "RESIDENTIAL CODE 48'-0" I PLUMBING NOTES FANS TO BE 110 VOLT, MINIMUM 90 CFM OF NEW YORK ~ ALL STRAIGHT RUN STAIRS ARE TO 16,_O- PPE W/__ 'L' OR 'H' COPPER PIPE.FOR MAXIMUM WATTAGE FOR CLOSET LIGHTS IS H~,VE TREAD.S. W~ A MINIMUM WIDTH OF ~ 1B'-O" 1B'-O" SUPPLY L, NES - D,A MAIN WATTS ' OS,NGS AND R,S IS ' " OC TO PRO,DE ISOLATIOH VALVES PER S~TCHES TO BE llO VOLT. 15 AMP SWITCHES RAILINosALL STA~RxRELANDINGTo B~ 36AN'p HIGHBALCONY O~ERS SPECIFICATION 110 VOLT SMOKE AND HEAT DE~CTORS SUPPLIED~l~--t~ ABO~ NOSINGS, LANDINGS, OR FLOORS BATHROOMS W¢/(O ~NDOWS ARE TO HAVE AR~FIC~AL LIGHTING AND VENTILATIONS SYSTEMS FREE STAND NO RAILINGS ARE TO w/ A RATE OF 50 CFU umNmvuu <~ ...... HAVE BALLUSTER AT 4" MAX SPACING F ~ ~ U ~ I DETECTOR SYS~M IN BEDROOMS LlaNO, 6'-8" CLEAR HEIGHT ABOVE STAIR NOSINGS I KITCHEN, LAUNDRY, MECHAN CAE · GARAGE / HANDRAILS SHALL BE PROVIDED ON AT LEAST .... ~ ALL ROOMS ARE TO HA~ A S~TCHED OUTLET ONE SlUE OF EACH STAIRWAY F- ...... OR S~TCHED LIOHT FIX~RE THE HAND-GRIP PORTION OF A ROUND~ HAND RAIL SHALL HA~ A DIAMETER MAIN PANEL 250 AMP SERVICE BET~EN 11/~" AND 2" ALL ELECTRICAL WORK MUST BE INSPECTED~ BY A NEW YORK STA~ CER~FIED ELECTRICAL FIRE SEPARATION NOTE INSPECTOR ADJACEnt ~ViNG SPACES BY A ONE HOUR DECK FIRE RATED ASSEMBLY GARAGE & MUDROOM & CLOSET ROOFS ARE MIN. 2X12 . FIREP~CE HAS AIRTIGHT G~SS RAFTERS ~16" D.C. W/R-38 FIBERG~SS, 2X5 CEILING DOORS, FRESH AIR INTAKE, TILE OR JOISTS ~ 16" D.C. . ALL ARE O~IONAL TIMBER STRUCTURE MASONRY HEARTH AND/OR STRUCURAL INSULATED PANELS AS IN MAIN HOUSE, ~ ) mini MASORY HEATER, STONE I ~I GARAGE & MUDROOM & CLOSET / _, / X . ,F~~))~ mm '~ FACE TO 2ND FL METAL .... ' ROOFS ARE MIN 2X12RAFTERS~16"=~z ~, / ~ ~ , ~,, - i m ~ FLUE ABOVE. CERAMIC OR ~ .............................. n - D.C. W/ R-38 FIBERGLASS, 2X6 U- [~ / /~ ~ _ m'-~" _ ~ : ~ STONE HEARTH. ', , CEiliNG JOISTS ~ 16" D.C.. ALL ARE / /// x xm , DINING i, ' J OPTIONAL TIMBER STRUCTURE AND/ / / /// ~ ~ , -- , m ....... / .............................. ~ OR STRUCURAL INSULATED PANELS AS ~,[ ---- / ENTRY m ........... ~ C 5 X~ ~L KITCHEN AND LAUNDRY ROOM OUTLETS ARE GFI . PORCH ' X X X~5 ~MOKE Om~ IN ALL BEDROOMS & 5 ~ ~~ ~MMmm~EW.~I~ALLSLEEPmNGAREAS. ~ ~~ ~ ~ ' ALL LEVELS HAVE AT LEAST ONE CARBON MONOXDE DETECTOR. ~ ..... ~ f ' , ~14' -0" ~. 17'-0" ~ STRUCTURAL TIMBERFRAME AND STRESS SKIN PANEL SYSTEMS. B~M ~ SIZES AND SPACING ARE SHOWN ON TH~ TI~.~ DRAWINGS GARAGE IS SHOWN AS 2x6 CONSTRUCTION. INSULATION NOTES: THIS IS A LOW-ENeRGY BUILDING:. AVOID PENETRATIONS IN INSU~TION. SUPPLIED BY THE MANUFACTURE~T ................. DATE'. MAY BE BUILT AS A TIMBERFRAME AS AN AVOID PLUMBING AND ELECTRICAL WIRES IN OUTSIDE WALLS. AVOID PLUMBING AND ELECTRICAL NOTES: ¢ 07 O~ION. IFSO, ADDITIONALSTRUCTU~L FIXTURES & WIRES IN TOP FLOOR CEILING. ~ SOLID BLOCKING FULL HEIGHT UNDER ALL PO~TS/ BEARING , ~ ~'" DRAWINGS WILL BE SUPPLIED BY THE TIMBER WHERE PENETRATIONS ARE REQUIRED, ADD HIGHER R-VALUE iNSU~TION AND SEAL w/TAPE A~D/OR POINTS MAINTAIN VAPOR BARRIERS AT ALL PENETRATIONS. DOUSLEJOISTS AT ALL FLOOR OPENINGS FmREPLACE HAS AIRTIGHT GLASS DOORS, FRESH AIR INTAKE, TILE OR MASONRY HEARTH Fl R S T FLO OR P LA N W~'FY LOCATION OF mN-WALL LEDGER BOARDS , ALL KITCHEN AND LAUNDRY ROOM OUTLETS ARE CFI w/PANEL MANUFACTERER ~~.+~ SHEET: SMOKE DETECTORS IN ALL BEDROOMS & IMMEDIATELY OU'TSIDE ALL SLEEPING AREAS.~ ALL LEVELS HAVE AT LEAST ONE CARBON MONOXIDE DETECTOR. ~~ 5 FILE: VULLO.DWG GARAGE & MUDROOM & CLOSET ROOFS ARE MIN. 2X12 RAFTERS @16" O.C. W/ R-38 FIBERGLASS, 2X6 CEILING,JOiSTS @ i6" O,C. , ALL ARE OPTIONAL TIMBER STRUCTURE AND/OR STRUCURAL INSULATED PANELS AS IN MAIN 1 HOUSE, / : : : : , ,, - ' ' ...... Ti- .............. .... I I I I I I , [ ] I : __ ' Il I I I i I I I I I I I X I I [] i .l / I I 0 mi I I I I I / I 1OPEN TO BELtOIW / I I U ' I I / I 11~/I i~l]l , I , I , I / , I , I I , i ~ il; ~,~- " Ill II II i i I : "I I I i i i i ~..~ l[~l-- --'~ ' I! II Ii :J~F'=~: Il I I c/: i : I I I I I I I I I I I [ I BATHii ~ ~..~11 I~--lY ~1 H ,~3 r,l ~ , i D~ECTOR ' i il.3 BEDROOM ? i iI : i .i i : II SMOKE ,,, . ,, ,, ,i ,, , i,,. ;'~ ,i 'I / :il ::, i, i i I I I ,,,, -:~---,ll, II SECOND FLOOR PLAN ~OOD STOV[ O~ CO~CR[T[ FLOOR W/ METAL FLUE. CONCRETE 12 ADD (i) 12"X32" INSUL. BLOCK SUPPORT FOR FIREPLACE & 8~ BASEMENT WINDOW CHIMNEY ON FIRST FLOOR, SIZE SUPPORT PER MANUFACTURERS ADD BASEMENT WINDOW ~1~ STORAGE - [ l + + ~ _ : --,% I -- SMOKE DETECTOR & ' STORAGE , ~" ~ ~', ~- J cx~,o~ ROOM I ', I DETECTOR ...... BAT[: I I I II X II I 1/4"=1 I ~ : MECH ~ Ii ~ II III I , :: [, ~--~ ',', F I I ] f 4 I r :[ CROSS SECTION ~oou LOWER LEVEL PLAN ~j~ FILE: VULLO,D~G BARRIER ON CRUSHED STONE __r ~ 12" RDNFO~CED. COU~RETE PAD REINFORCE W/ (3~ ¢4 BARB ~]~ ~oooo oooo~B~ EACH WA~ qYe ~ ~~ A~-. BASEMENTWALL-MIN. R-lO/13, DOWN TO 48" BELOW GRADE. STEP FOOTING DOWNTOMIN. 4' 0" _ ~', ~ , S~B [DG[ ~ W~kKO~T DOOR HAS 2" RIGID IRS~k. w/ PROT[CTIV[ G~D[ AWAY FROM DOOR. - - COVER OR SILL EXTENTION THICKENED SLAB DETAIL TOP OF FOOTING HAS CAPiL~RY BREAK OF WATERPROOF COATINGoR 6 MIL POLY FOUNDATIoNDROP FOOTING FORWALK-OUT. FULL HEIGHTCONCRETEwALL FOR 24" RETURN ON SCALE; 1"=1'-0" BEAM POCKETS, WATER & SEWER & UTILI~ SLEEVES LOCATED BY BOTH SIDES, CENTER WALL IS 2x6 ~ 16" O,C. ON 48" CONTRACTOR FROST WALL OPTIONAL- SUMP PUMP AND INTERIOR FOOTING DRAIN t W/ADJACENT GRADE O~) ~ I , ~ ~ ~ ~ CONCRETE BLOCK BASE FOR ' ~ ~ ~ o ~ ~/ ~ MASONRY HEATER ON FIRST ~ -. ~ ~ o t~ / /~ ~X X¢ BASEMENIT WINDOW ', ~ ........ ~ : FLOOR. BLO~CK SUPPORT SIZED : - ~ / /~///,%%' ~ I ~ 7-4 X 4-~ X 12 CONCRETE , ' TO H~TER MANUFACTURERS ' I CHIMNEY SUPPORT PAD REINFORCE I ' m W/ ~5 BARB ~ 60C EACH WAY , ~ ~ ~ ~ SPECS STONE FACING ON FIRST , ~ ~ ~ ~ FLOOR METAL FLUE ABOVE THAT. i ' ADD I2 X32 INSUL L J : BASEMENT WINDOW .... ~ i i< REINFORCED CONCRETE ~lH OKENED SLAB ~ REINFORCED C NCRETE . Z I ENDS OF PLATE SECTIONS / ~ - _ ~ OPTIONAL SUMP PUMP IN , ~ z ' ' I MECHANICAL ROOM X X <// FOUNDATION NOTES II FOO~NGS TO BEAR ON UNDIS~RBED I' SOIL2500~sFTH A BEARIN~ CAPACITY OF TOP OF FOO~NG TO BE AT 48" "ELOW AO 07 SEP 10 INSTALL BEAM POCKETS AS REQUIRED% SCALE: BY FIRST FLOOR FRAkM~NG DEPENDS ON ~E EX(ISTING GRADE STEP FOOTINGS- ,* ' r ' SHEET: ~NCLOSURES (2) ¢4 BAR EXTENO THRU STEP SLOPE &EXTENOS MIN. 18" BEYONO BOTH ENDS I~ MUDROOMsizES FoRANDpAN~ASTw~% LOSEr FOUNDATIONS M~. 18 VERTICAL STEP AND MIN. 36 HORIZONTAL STEP, . MAINTAIN MIN. FLAT FOOTING THICKNESS THRU SLOPE r .~ ,~.~~ b OF7 .......... ~ FILE: VULLO.DWG FLOOR FIRST ~ ' GARAGE ~ I F.OO. FLO0~ GARAGE PARTIAL RIGHT SIDE VIEW GARAGE & ~UDROOM & CLOSET ROOFS ARE MIN. 2X12 RA~ERS ~ZG" 0.~. W/R-38 FIBERGLASS. 2X6 CEILING JOISTS , ~ (~) 2x~o's -, (2) ~xm's , , (2) 2xm's ,---, (2) ~xm's ,---~ (~) 2xlo's ,--- ~ ~ ~'-8" ~ ~ 16" D.C. ALL ARE O~IONAL TIMBER STRUCTURE AND/OR ~ : ' ( ' ' , ~ ' ~ ' ' :  ~ STRUCU~L INSULTED PANELS AS IN MAIN HOUSE, ........................ I METAL ROOF, GROUNDED : FLOOR JOISTS A~ ~ACH TO CENTER FIRST ~ ~ ~ BEAM WITH GALV. JOIST FLANGERS ' I RAL WALLBELOW FIRST FLOOR DECK FRAMING NOTES .'". OF LESS THAN 1/360TH OF THE SPAN ~ A J ~ ~ ~ · '~ DEAD LOAD OF 15 PSF AND A LiVE LOAD OF EAVE Ii ~ ~ N ~ TOLER~C~F ~ POSTS/BEARIN~ POINTS ~~~ 07 SEP 10 I ~A~R~k C~L~ AT ~ LOCA~ONS JOIST BRIDGING ~ 8'-0" MIN. ' SCALE: ~i COO DIN I COLUM~ ~ S~IR LOCA~O~ DOUBLE JOISTS AT ALL FLOOR OPENINGS , "~m.~ ' ~/4": ~ '--0' ~¢ ~R~b~ dO~T ~R E~TALENT - FOLL~ VERIFY LOCATION OF IN-WALL LEDGER FIRST ~~ ~1~ MANUFACTURERS INSTALLATION SPEGIFIGATION~ BOARDS w/ PANEL MANUFACTURERi FLOOR ~ DECK AND PORCH FLOOR DIMENSIONAL LUMBER FLASH ALL ~TERIOR LEDGER BOARDS FRAMING IS PREUMINARILY DESIGNED FOR A GARAGE ~ I M~NiMUM Fb OF 875 PSI ~OUT ADJUSTMENT ~ - ......... FLOOR ~ FACTORS AND A MODULUS OF ELAS~C~ i REVFEWED BY A S~UCTURAL ENGINEER I I OF 7 GARAGE LEFT SIDE VIEW ~--t- ~ --~-~' FILE: VULLO,DWG 111 <2)2×~o,s Il" '~ 2X6 WINDOW FRAMING ~; METAL ROOFING, GROUNDED ' ...... ' w/1xs DRIP BOARD ~ ' ................ , AT OC MAX (TYP) ~ 7/16" osa /~;~?:';~ ,~:~:~' ROOF SHINGLES ~ ~ ~i ~ ~ JAMB R=4,1 PER INCH (~) //~':';';~ ............. ~ ~ ~~,, ON 30 LB ROOFING FELT ~~t*' < 1/2" DRYWALL 11111 / ,',',',',',~x~ X~,,,,,,,,,,, x INSULATION PANEL ON ,~ 1 ~/4 X 5/4 DR~B LEDGE ~ ~,,,,, ,': ..... ~ ....... R=4.1 PER INCH (TYP) ~~ ~ -- I AT O0 MAX (TYP) I 18" lX6 T&~ SOFFIT BOARDING ', ', ',', ~ SIDING ~ ~ i ~"~' ~ H~ ROOF IS MIN, ~0" PANEL, ~-~8 7 ~s" DSS ON 5 5/~" ..... WALL IS MIN. 6" PANEL, R-2~ ~ ULATION PANEL ON ,,,,, ~ .-., :',',:: ' ~ LOW 'E' ~tAZ~C SCALE: 1"=1'-0" ,,,~ FIRST 7/16" OSB} ~.~lo.[ EACB BOLT LOCATION L I FLOOR SCALE: 1"=1'-0" ~- :',',:', , A ,,, ..... , 5-5/8' FOA~ CORE PANELS ~ ~Sd null. SOLID BLOCKINO BELOW i ~ ~ ~: ~ I m I m ..... 10 RING SHANKED SPI ES ~ 2~,~x[,~)~x U (~) 1/2" THRU BOLTS 0 m m m~ ..... AT 8" OC MAX (T~) ~ ~ 0 SPLINE CONNECTION ~o,,~ w?~o~,,oo~,,~ ~~, SCALE:CORNER BOARD PT DECK FLOOR dOmST INSULATED PANEL DETAILS ::~:~:~:~/~ .~,*.~.~.,o~. ~~:::::::~',,,,,,~ ~~ DECK CONNECTION DETAIL ~-~ tFr: ~"=~'-o" S~[A~N~ ~ ~ ~ ~T ~' OO B~X (TYP) i' ~ SCALE: t ]:::: SOFFIT ~ ~ ..... m m """"" 4 1/2" DR P BOARD ON 2X8 SUBFAOIA ~ ..... m ) o , 1/~" D~YWALL ..... I~_ ~ W~SILL SEALER ~ , , , , , F.O. FRAME " '" F.O. CONC ~ ' .... ~ INSULAT)ON PANEL ON ~" STRESS SKIN PANEL ' ' ' ' ' -~/r~ F,o, FRAME-F.O.CONC Z ,~.-,,p.o,.o~.s~~ ~ CORNER DE'TAIL (~~lmm~,, j~j) ..... ' ~~ -- ," m...... ' ~RINO CHANNEL (TYP) 4" REINFORCED CONCRE~ ~'" ' 3 4" TAG PLYWOOD DECK '~ ', ', ',', I ..... I STO~ BASE 00~~°°°° ' " 1' 0" ..... ~ ~ STRUC~A~ CmUUNS ' ' "',' SCALE: 1 = - ~ FIRST~~ ,,,,, ..... oD O~oO ~ = ',:',',', i FLOOR 3(~ ..... i 0 e" POURED CONCRE~ ~ALL~ ~ ~ ~ ~ ] ~ ~ .: ~ D GARAGE & MUDROOM & CLOS~ ROOFS ARE MIN. 2X~2 RA~ERS scud BLOCKING BELOW ~ ~ [ I ,,,,,, ..... I G g AND NAIL PERP ..... I ~3000 PSI ~ 28 DAYS) ~ ~ ~ ~ ~ STRUC~RAL COLUMNS I , , ..... I TO FLOOR JOISTS ',',','' FLOOR UNFORCED W/ (2) ~4 RODS ~ ~ ~ ~ ~ZG" O.C. W/ R-38 FIBERGLASS, 2X6 CEILING JOISTS ~ 16" O.C. ' ' ' ..... ',,,,,'" "" mm __ r,m ', ', ', ', ', m ..... BOm TOP ANDBOTTOM OF WALL ALL ARE OPTIONAL TIMBER STRUCTURE AND/OR STRUCURAL FLO0~ JOIST ~ m m ..... I FLOOR JOIST m m m~'~ ..... I ' r m m ..... m BASEMENT m mm ..... m INSULATED PANELS AS IN MAIN HOUSE, 1/2" DR~ALL · ' CEILING m m m ',::,, m Z FOUNDATION ~ GARAGE' WING ~,,,,: ..... ~, ~.~...,..~..,L~ _ ~", SCALE: 1"=1'-0" OPTION- GARAGE MAY BE TIMBERFRAME 1/2" DRYWALL ',: ', ',, I 2x12 PRESSURE TREATED ~ I , , ,, , SILL W/ SILL SEALER 4)i ~ 0 CONSTRUCTION, STRUCTURAL DRAWINGS TO BE 7/m" OSg ON 5 S/~" , .... m ~,ll SLOPE ~ o z INSU~A~ON PANEL ON .... I ..... ,,, ~ I~ ..... I _ 5/8" ANCHOR BOLTS ~ SUPPLIED BY MANUFACTURER. R=~.l PER ~NCH (T~) ',',',',', , AT ~'-0" OC MAX~ .~ 0 ] ,, ,, , ~ EATHING W/ AIR INFL~A~ON -- O ~RING CHANNEL (TYP) ~:'' ' ..... ........ SIDIN~ ~,''', III BARRIER : ~AP ANOHOR * / . . ~.. ) [-- ... '. ~..[ ~'. ~. ~j,, ~ ~:~wooo o~cx ~ ::::: TM ..... ' m" ~ou~ co.c.~ WALL ' ~ ---' , ~ ~ ~ E ~ND "A'L PERP .....,mm ~ ~ F'RST ~m' ~ PL~O0~ ~EC~ ~m ' ' ,m ~ 2X1~ STUD ~OoO PSI. ~. TO FLOOR JOISTS ', ',,,, FLOOR o E AND NAIL PERP FIRST EINFORCED W/ ~4 R DS ~ , ,,,, -- TO FLOOR JOISTS m FLOOR 18" ~RT a 16" HORIZ ,,,,, NFILL ~-]0 ,,,, , i SILL W/ SILL SEALER ' J FLOOR JOIST : I T.O, FOUN CONCRETE SLAB ON BASEMENT 4" REINFORCED CONCRETE ~ ' '-'. ~, ', ' 0 0 I WALL 6 MIL VAPOR BARRIER ON FLOOR ,~ ' ~: ', · . o o o 0o , ~ TOP OF 6" SLA~,,ON 6 MIL VAPOR BARRIER CRUSHED STONE BASE ?. ~ Z ON CRUSHED STONE BASE O0~a ~~~ o o ~ ~ FOOTING 2x8 PREssd~E TREATED / 4 mi 2X10 PRESSURE TREATED ~ ~'- t~m SLOPE ~'~ _z '~ ' , mmmm SLOPE ~ ~ ~ FILTER FABRIC )oo~> ~~., ~ ' , 0o0~000~ DATE: 5 8" ANCHOR BOLTS ',~ ..... A~ 6'-0" OC MAX ,0~ ~ . ' : , ' 2" RIGID INSULATION , ". ~ ~ ~ ~'~ ~,.~o~ w/(~) ~ ~ m ~ ~ ~ [ ~ ~ ~ ~ . "' ' ~'" ' ~o" ,ou~0 oo, c,,~, w*:~ ~.,, ~ ~ ~ ~0" ,ou~,~ oo~c,,;~ w~ ~ ~ AS NOTED 10" POURED CONCRETE WALL ~ 18 ~RT ~ 16' HORIZ ~- ~ ~ lB VERT · 16" HORIZ D~IGHT FLOW TO gSla" VE~T a m" HO~Z WALL DETAIL ~ MUDROOM WALL DETAIL ~ BASEMENT WALL SECTION DETAIL WALL SECTION DETAIL ~ ENTRY sc,~: ~,,=~,-o,, WALKOUTSCALE: 1"=1'-0" (( OF 7 SCALE: 1"=1'-0" SCALE: 1"=1'-0" FILE: VULLO.DWG BX14 6X12 8X1¢ 6X12 6X10 8XI4 6X12 REAR FRAMING ELEVATION 8X14 6X10 5X7 12 6X12 BX14 8X12 BX1 4 5X7 6X12 12 16'-0" I 16'-0" 48'-0" FRONT FRAMING ELEVATION. 16'-0" 16'-0" 16'-0" >', Bx~2 I¥ 6x10 l~.l 6x12 ~ 6x9 6x9 6x9 6x9 6x9 BXl o ~ 6XlO -'-~ BXlO ~-8X10 8XI0 6X10 mi SXg LOFT LAYOUT PLAN BENT 'C' BENT 'B' BENT 'A' DATE: 07 SEP 10 SCALE: 1/4"= 1 '-0" SHEET: OF4 FILE: VULLO,DWG 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" ~ 3'-10" ~ ~ 8'-4" g'-4" ~; 3'-10' RAFTER LAYOUT PLAN BEAM SIZING NOTE TIMBER FBAME MEMBERS HAVE BEEN PRELIMINARILY SIZED FOR EASTERN ALL SIZIN~ SHOULD BE REVIE~D BY STRUCTURAL ENGfNEER '%6X10 I ~%--8X10 -- ~--BXlO 6~10~3 BENT 'C' BXiO,~ BENT 'B' BENT 'A' COLUMN LAYOUT PLAN <mm> DATE: 07 SEP 10 SCALE: 1/4"=1 '-0" SHEET; OF 4 FILE: VULLO,DWG 6X12 8X14 8X14 8X14 .BENT 'B' <~ ~ ~O { DATE: i " 07 SEP 10 SHEET: VULLO,DWG i *LEAVE LONG - CUT _ _ i O TO LENGTH IN FIELD PORCH FRAMING ELEVATION 6X12 6X12 30'-0" RIGHT SIDE FRAMING ELEVATION I~1 12 zoLo 6X12 6X12 07 SEP ~5'-o" SHEET; LEFT SIDE[ FRAMINO ELEVATION ',, " FILE; VULLO.DWG TIMBER FRAME NOTES: 1.ALL TIMBER IS EASTERN WHITE PINE #2 OR BETTER (NELMA gRADINg RULES AGENCY) U.N.O. NOTED ON PLAN. NDS 2005 TABLE D ALLOWABLE STRESSES WERE USED FOR TIMBER DESIGN: Fb=575psi (B&S); Fb=450psi(P&T); Ft=275psi (B&S); Ft=5OOpsi (P&T); F¥=125psi; FCperp=550psi; Fcparallel=4OOpsi(B&S); Fcparallel=525psi(P&T); E=9OlO, OOOpsi; Emin=550,OOOpsi. 2.TIMBER IS SHIPPED gREEN. OHEOKS (CRACKS) TYPICALLY DEVELOP AS THE TIMBER SEASONS OR DRIES. 5. THE TIMBER FRAME IS DESIGNED TO RESIST gRAVITY LOADS AND COMPONENT AND CLADDINg WtIND LOADS ONLY. 4. DESIGN LOADS ARE IN ACCORDANCE WITH ASCET-05 & INCLUDE: DEAD; FLOOR LIVE LOAD = 4© psf; 50 psf SLEEPING ROOMS & HABITABLE ATTICS; 20 psf ATTIC WITH STORAGE gROUND SNOW = 20 psf; I = 1; Ce = 1.0; Ct = 1.0 DESIGN WIND SPEED = 120 MPH, EXPOSURE CATEgORY=C; I=1 SEISMIC USE GROUP II (RESIDENTIAL); SITE CLASS D; DESIGN CATEGORY = B LATERAL LOADS ARE RESISTED BY THE SIP PANEL ROOF DIAPHRAGM AND SHEAR WALLS BY FOAM LAMINATES OF VERMONT. REFER TO SIP SHEETS FOR LAYOUTS, CONNECTIONS & FASTENER SCHEDULE. TIMBER KNEE BRACES ARE DESIGNED TO TRANSMIT COMPRESSIVE LOADS ONLY. ALL TIMBERPOSTS MUST BE SUPPORTED BELOW THE FIRST FLOOR DECK TO A SUITABLE FOUNDATION BELC)W. SOLID BLOCKING IS REQUIRED BETWEEN THE FIRST FLOOR DECK AND THE SUPPORT BELOW. FOR A CONTINUOUS LOAD PATtH, EXTERIOR TIMBER POSTS MUST BE MECHANICALLY FASTENED TO THE FOUNDATION WALL BY OTHERS WITH SIMPSON HPAHD22 OR HPAHD22-2P STRAP ANCHORS, EMBEDDED INTO THE CONCRETE WALL AND NAILED TO THE EXTERIOR SIDE OF THE POST (2 HD AT CORNER POSTS). USE MAXIMUM NAILING PATTERN. 9. VERMONT FRAMES IS NOT RESPONSIBLE FOR ANY STICK-BUILD OR FOUNDATION WORK. ATTA(CHMENT OF ANY APPURTENANT ARCHITECTURAL FEATURES, I.E., CUPOLAS, EXTERIOR BRACING, ETC., TO THE TIMBER FRAME IS BY OTHERS. 10. THE TIMBER FRAME WAS DESIGNED IN ACCORDANCE WITH THE 2007 RESIDENTIAL CODE OF NEW YORK STATE. PROJECT ADDRESS: LOT; Green Port, NY DRAWN BY: HPG REVISION #: 4 0 0 DATE: DEC 21, 2010 SCALE: 'SHEET: OF 7 FILE: VulloHSB4 8x10 ~ ~ 8x12 X ~ gx12 I I X/ m %,~ ~ 8x12 E~ X [@ 8'-6" AFF ELEV] -- c ' DRAWN BY: HOUSE SECOND FLOOR FRAMINg PLAN ~EWS~O~ ~: 4 I ~[C 2~, 20~0 %. SCALE: /4"=~'-0" SHEET: OF 7 FILE: V~llo~S~ 1¢-¢ 1¢-¢ 15,_8', 16'-8' 15'-8" '1 I ~ >~*'~ ~' ~ ~ xx'" LOT: '~ I ,,-o,, I ~,-o,, I ~,-o,, I ~,-o,, DRAWN BY: '~'-~" HPG REVISION #: ® ® (5 © 4 HOUSE ROOF FRAMIN6 PLAN L~J Z ~0 ~0 DATE: DEC 21, 2010 ..J SCALE: ~/4"=~'-o" SHEET: OF 7 FILE: Vu I I o ~--I S E~ .~:~ a' ~ E. £ ~ m: !o' 4'-1' ~- 7'-10" ~- 4'-f' L 1¢-¢ ~ 8'-¢ ~ 8'-o" 1~'-0' it 1~'-0" PROJECT ADDRESS: 48'-0" ~O' -0" LOT: Green Port, NY I HOUSE FRONT ELEVATION HOUSE RIGHT ELEVATION [DRAWN HPG ,NOTE: ALL CURVED BRACES ARE 3'-0" REVISION #: 4 ._ ~1~ ' ~ - ~ ............................................ DATE; DEC 2~, 20~0 HOUSE REAR ELEVATION HOUSE LEFT ELEVATION SHEET: OF 7 DRAWN BY: HPG ~EVISION #: 4 DATE: DEC 21, 2010 © CD ® © CD SCALE: HOUSE BENT C HOUSE BENT D 1/4"=1'-o" SHEET: OF 7 FILE: Vu I I o1-~ SE3 4 KINCPOST k .... ] ~ ~,, DRAWN BY: 19'- 4" _ _ ,~ HPG DOUGLAS FIR ~1 OR BTR ~ ~ ~ - FOR EXTERIOR TRUSS x x I ¢ ~ ~7~x7~ ~ =-. .... ~ 31'' ~ ~ ~ ~ BOTTOM CHORD ~.2.1 ~ ~ 7~x7~ ~TIMBERLINX A475 w/ ~" ~ ~ POST THREADED ROD INTO CONCRETE ~ ~ ~, OR GROUT-FILLED MASONRY B.O.~ ~ LEAVE POSTS LONG- CUT IN FIELD ~ EXTERIOR TRUSS EXTERIOR ~OUSE TRUSS ~OST BASE DETAIL 8.0.~ CONNEOnONS SCALE 1/2"=1'-0" SOA~E ~-~/2"=¢-o" T b O, EXTERIOR TRUSS NO%ES: ~ X 1. ALL TIMBER IS KD DFC1 WWPA GRADING RULES AGENCY. 2. ALL TENONS ARE 2" THICK. 5. PEGS ARE ~" DIAL WHITE OAK, EXTENDING FULL WIDTH OF CONNECTION. 4. ALL TENONS ARE CENTERED IN THE CONNECTION U.N.O. ON DATE: DRAWINGS. )Lc 2~, 2o~o 5. CONNECTION DETAILS ARE TYPICAL SCA,E: VARIES SHEET: OF 7 FILE: '~ (3) 12" TIMBER SCREWS -~ ? (2)lO" TIM.ER SCREWS 2' _ "' 8 (2) lo" T, MBER ,,, il /~' 8,~2 ;o, ,EASE I ~'~l P~AN VIEW SHE VIEW ~,ONT V, EW SIDE VIEW SIDE VIEW SlOE V, EW r'ZhRX~TER TO TOP P,ATE r'~RAETER TO TOP PLATE CONNECt, ON ~ ("'~RAFTER TO TOP PLATE r'...E2/'CONNECTION AT SHED DORMER tk.~,YAT DOGHOUSE DORMER i .3 WAY BEAM TO ~ CONNECTION F~.~//SxlO POST CONNECTION (2) 12" TIMBER SCREWS, B,S.- TOP VIEW ~ SIDE V]EW / ~ RDBE PLAN VIEW PROJECT ADDRESS: · ELEVATION VIEW "-../ :~ ~FLOOR JOIST TO '" ~k,,L~/.BEAM CONNECTION - ~ ~r~n Port, NY (~RAFTER TO RAFTER ___,/v___ ('?~SHED RAFTER & COMMON CONNECTION ft,,L~/RAFTER TO RIDGE CONNECTION o 12~ o o o ~/// / ~ F'"',.~_~,/TO 8x10 POSTw./TENON CONNECTION NOTE: RIDGE BEAM TO PIOST CONNECTION SIM. T¥,,CAL KNeE B,AOE LL Z 0 TIMBER FRAMED CONNECTION NOTES: 1, ALL PEGS ARE ~" DIA, DRIED WHITE OAK OR ASH. 0 Z 2, ALL TENONS ARE 2" THICK, UNLESS SHOWN OTHERWISE IN DETAIL. 3, ALL SPLINES ARE 2x6 F.S. DRIED HARDWOOD. TENSION CONN£CTION NOTATION Z 4. FOR TENSION CONNECTIONS NOT SPECIFICALLY DETAILED: MINrMUM SPACING BETWEEN PEGS : S" 7' 0 0 MINIMUM EDGE DISTANCE BETWEEN CENTER OF PEG AND FACE OF MORTISE = 5" POST MINIMUM END DISTANCE BETWEEN CENTER OF PEG AND END OF TENON = 3" ,, END DISTANCE ON TENON MINIMUM EDGE DISTANCE ON TENON : 1~" REFER TO TENSION CONNECTION DIAGRAMS BELOW. MINIMUM 5. CONNECTION DETAILS ARE TYPICAL. DIRECTION OF LOAD BEAM o · I PEG SPACING EDGE DISTANCE 6. PEG MUST EXTEND 2" MINIMUM BEYOND EA. SIDE OF TENON. - ........ "~ ON TENON 7. CONNECTIONS NOT SHOWN ARE STANDARD, VERMONT FRAMES JOINERY. LOADED EDGE DISTANCE '-- ON MORTISE DATE: NOTE: 7' DEC 2~, 20~0 TIMBER FASTENERS SHALL BE HEAVY DUTY STRUCTURAL SCREWS. ACCEPTABLE TYPES INCLUDE: SCALE: TIMBERFAST BY TRUFAST; 1/4"=1'-0" OLYLOG OR TIMBERLOK BY FASTENMASTER; RSS BY GRK FASTENERS, SHEET: OF 7 OTHER STRUCTURAL SCREWS MAY BE SUBSTITUTED UPON APPROVAL. FILE: TIMBER FRAME NOTES: 1. ALL TIMBER IS EASTERN WHITE PINE #2 OR BETTER (NELMA GRADING RULES AGENCY) U.N.O. NOTED ON ~PLAN. NDS 2005 TABLE D ALLOWABLE STRESSES WERE USED FOR TIMBER DESIGN: Fb=575psi (BAS); Fb=450psi(P&T); Ft=275psi (Bas); Ft=5OOpsi (PAT); Fv=125psi; FCperp=550psi; Fcpardlel=4OOpsi(Bas); Fcparallel=525psi{P&T); E=9OO,OOOpsi; Emin=550,OOOpsi. 2.TIMBER IS SHIPPED GREEN. CHECKS (CRACKS) TYPICALLY DEVELOP AS THE TIMBER SEASONS OR DRIES. 5. THE TIMBER FRAME IS DESIGNED TO RESIST GRAVITY LOADS AND COMPONENT AND CLADDING WIND LOADS ONLY. DESIGN LOADS ARE IN ACCORDANCE WITH ASCET-05 & INCLUDE: DEAD; FLOOR LIVE'. LOAD = 40 psf; 50 psf SLEEPING ROOMS & HABITABLE 20 psf ATTIC WITH STORAGE GROUND SNOW = 20 psf; I = 1; Ce = 1.0; Ct = 1.0 DESIGN WlNID SPEED = 120 MPH, EXPOSURE CATEGORY=C; SEISMIC US,E GROUP 11 (RESIDENTIAL); SITE CLASS D; DESIGN CATEGORY = B I=1 ATTICS; LATERAL LOADS ARE RESISTED BY THE SIP PANEL ROOF DIAPHRAGM AND SHEAR WALLS BY FOAM LAMINATES OF VERMONT. REFER TO SIP SHEETS FOR LAYOUTS, CONNECTIONS & FASTENER SCHEDULE. TIMBER KNEE BRACES ARE DESIGNED TO TRANSMIT COMPRESSIVE LOADS ONLY. ALL TIMBERPOSTS MUST BE SUPPORTED BELOW THE FIRST FLOOR DECK TO A SUITABLE FOUNDATION BELOW. SOLID BLOCKING IS REQUIRED BETWEEN THE FLOOR DECK AND THE SUPPORT BELOW. FIRST THE EXTERIOR SIDE OF THE POST (2 HD AT CORNER POSTS). PATTERN. 9.VERMONT FRAMES IS NOT RESPONSIBLE FOR ANY STICK-BUILD OR FOUNDATION WORK. ATTACHMENT OF ANY APPURTENANT FEATURES, i.E., CUPOLAS, EXTERIOR BRACINg, ETC., OTHERS. 10. THE TIMBER FRAME WAS DESIGNED IN ACCORDANCE CODE OF NEW YORK STATE. FOR A CONTINUOUS LOAD PATH, EXTERIOR TIMBER POSTS MUST BE MECHANICALLY FASTENED TO THE FOUNDATION WALL BY OTHERS WITH SIMPSON HPAHD22 OR HPAHD22-2P STR,AP ANCHORS, EMBEDDED INTO THE CONCRETE WALL AND NAILED TO USE MAXIMUM NAILING ARCHITECTURAL TO THE TIMBER FRAME IS BY WITH THE 2007 RESIDENTIAL PROJECT ADDRESS: 6reenport, NY DRAWN BY: HPG REVISION #: 5 0 DATE; DEC 20, 2010 SCALE: SHEET', OF 5 FILE; VulloCc~rH SE~3 PROJECT ADDRESS: Greenport, NY 0 Z rw' © $ OL ~0 DATE: DEC 20, 2010 SCALE: 1/4"=1'-0" SHEET: OF 5 FILE: VulIoC~rHSB3 I DRAWN BY: REVISION #: GARAGE ROOF FRAMING PLAN I,I ~ ~ ~ E ~ PROJECT ADDRESS: GARAGE FRONT ELEVATION GARAGE RIGHT ELEVATION ~v~soN ~: 3 ' > DATE: DEC 20, 2010 GARAGE LEFT ELEVATION GARAGE REAR', ELEVATION SHEET', OF 5 FILE: VuIloC~FHS~ 27L BENT A Dx12 27' BENT C 1U'-10" 8x12 8x12 8x12 13'-10" 27 -B" BENT B 8x12 8xl 2 13'-10" PROJECT ADDRESS: DRAWN BY: HPC REVISION #: 5 DATE: DEC 20, 2010 SCALE: 1/4"=1'-0" SHEET: OF 5 FILE: VulloOcmH SD3 M/ ~--~ 8 /- (2) 10 TIMBER .¢' 6x9 I I ~FL I~.' PLAN VIEW 8x12 TOP PLATE -- o 1~" o o o .m SIDE VIEW ~ ~RAFTER TO RAFTER ~ ~F {~ - - ~CONNECTION / ~RAFTER TO TOP PLATE CONNECTION 8x10 FRONT VIEW ~ SHOULDERED 2-WAY 8x12 BEAM ~o¢~cTA~¢~ss.. ~OTE: ~I~G~ B~AM TO ~OST CO~ECT~O~ SIM. D~AW~ BY: m HPO TYPICAL KNEE BRACE ~" 56" LONG KNEE BRACE ~ O TIMBER FRAMED CONNECTION NOTES: ~ TENSION CONNECTION NOTATION 1. ALL PEgS ARE ~" DIA. DRIED WHITE OAK OR ASH. ~ Z 2. ALL TENONS ARE 2" THICK, UNLESS SHOWN OTHERWfSE IN DETAIL. ~ ~ Z 5. ALL SPLINES ARE 2x6 F.S. DRIED HARDWOOD. 4. FOR TENSION CONNECTIONS NOT SPECiFiCALLY DETAILED: POST 0 MINIMUM SPACINg BETWEEN PEGS = 5" ~ ~ END DISTANCE 0 M~NIMUM EDGE DISTANCE BETWEEN CENTER OF PEG AND FACE OF MORTISE = 5" ON TENON MINIMUM END DISTANCE BETWEEN CENTER OF PEG AND END OF TENON = 5" [ MINIMUM MINIMUM EDgE DISTANCE ON TENON = 1~" ~ ~ o i PEg SPACING REFER TO TENSION CONNECTION DIAGRAMS BELOW. DIRECTION OF LOAD BEAM ~ ' 5. CONNECTION DETAILS ARE TYPICAL ...... ~.__.~ EDgE DISTANCE 6. PEg MUST EXTEND 2" M~NIMUM BEYOND EA. SIDE OF TENON. { ON TENON 7. CONNECTIONS NOT SHOWN ARE STANDARD, VERMONT FRAMES JOINERY. LOADED EDgE DISTANCE ~ ON MORTISE DATE'. NOTE:~ I bECsc,LE..20, 20~0 TIMBER FASTENERS SHALL BE HEAVY DUTY STRUCTURAL SCREWS. ACCEPTABLE TYPES INCLUDE: ~-1/2"=~'-o" TIMBERFAST BY TRUFAST; OLYLOO OR TIMBERLOK BY FASTENMASTER; SHEET'. OF 5 RSS BY ORK FASTENERS. OTHER STRUCTURAL SCREWS MAY BE SUBSTITUTED UPON APPROVAL. FILE'. VuHoO~rHSB5 NOTE: ALL PANEL JOINTS MUST BE SEALED WITH EXPANSIVE FOAM StP WAkL CONNECTION SCHEDULE CONNECTION FASTENER OSB SKINS TO 2x ONSET Bd BALVANIZED NAILS ~ 6" ~ WALL OPENINGS O.C,, B.S, SPLINE BETWEEN 8d GALVANIZED NAILS © 6" PANELS O,C., B.S, CONNECTION FASTENER OSB SKINS TO 2x INSET Bd BALVANIZED NAILS ~ 6" ~ WALL OPENINGS O.C,, SPLINE BETWEEN 8d GALVANIZED NAILS © 6" PANELS O,C., B.S, PANELS TO TIMBER 9" PANEL SCREWS SUPPORT @ CORNERS 6" O.C, PANELS EDGES TO 9" PANEL SCREWS @ TIMBER SUPPORT 8" O.C, ROOF SIPS TO WALL lf' PANEL SCREWS @ SIPS THRU 2x 6" O.C. OSB SKINS TO BEVELED 8d GALVANIZED NAILS "OP 2x iNSET A BOTTOM @ 4," O.C., B.S. SHOE PLATE SHOE PLATE TO SILL 1Od HDC* NAILS @ 4" PLATE O.C, SILL PLATE TO ~" DIA, HBG* OR SS ANCHOR BOLTS FOUNDATION** (A.B,) w/ NUT & WASHER 4'-1" ~'-11" ,T-M" ~'-6" I' ,T-?' ~'-,F ], ~u¢ t' ~'-~" ~,_7. y_6- ~'-H" ,~'-11" 4'-]" ,_ · ,- · '-" '-" PANELS TO TIMBER 9" PANEL SCREWS ~ :: ~ ~ : PANELS EDGES TO 9" PANEL SCREWS 0 I 12' _ 12' 10' 12' 12' F ~ TI"DER SUPPORT 8" O.C, - ¢ %, -,, s" ' '/ ,4' " ¢ " ~ ', ]14' ,;" ' / ---p m--7- % TOP 2x iNSET A BOTTOM O.C., B.S. ~ F" ~ :~ ~ ,~,~1 ~ ~,,,12".i ~, ' ~ ~~~~%~~~ OS" SKINS TO 'E~LEDsHOE PLATE ~Bd GALVANIZED NAILS~,, I&' ~¢-' ',-~' ~1$' 10' 21 ' 14' e4" g ' I ~ I~ I ~ 1Od HD~* NAILS ~ : ' 1 4' 12' ~" ~ I ~ 14' -- s~.~ ,,A~, TO ~,;C.~,. ,~* O, SS A,C,O, .......... ~ .... FOUNDA~QN** ~ . IIIi ¢1 ~ ,': '; ...... ~ ___~x ....... t¢ ....... :: __~ ~z_ _~;~/ _ t~ ....... tt ................. ,?: , *PER AS~A153; SS OR EQUIVALENT CORROSiON-RESISTANT FINISH ,, ,,, ~ ~,, **ANCHOR BOL~ ARE PLACED IN FOUNDATION WALL B.O. '('>' ~----- ~-- ~ 'X [I ..... J ~ I?~ ~ Z I ' DURING OO~S~UO~ON. (2) Ai (MIN) A~E REQUIRED EA. SiLL I I ~ II I " ' ' I ~ ' ' PLATE SEO~ON WI~IN 6" OF ENDS, MAX SPAOIN8 IS 5' O,C. ' L~ ~I~~ ~°'~ ~o' ~' "'"'°'°~'L~"" 12' ~ J 12' 12' 1 ' 2' 12' 12' 10' ~ 10' 10' 10' 10' -,~-- __ SIPTP BY TRUFAST; I~ ,I HEADLOK HEAVY DUTY FLA~EAB FAS~NER BY FASTENMASTER; i; mi OTHER SIP FASTENERS MAY BE SUBSTITUTED UPON APPROVAL 0 ~ ) ,, ~HOLDDOWNS ~ mm ~ m F .... q [ HOLDDO~S,, m ,m~ ,rmm mL ) ) ~ 1. SIMPSON HPAHD22 (or HPAHD22-2P) HOLDDOWN AT ALL EX'PlOP ~MBER POSTS SUPPORTED BY CONCRETE BELOW BECK, --% ,,'-0"~O~ ~' ~' D~ 'm SIMPSON LT~5~ AT ALL EX'ER'OR TIMBER 'OSTS SUPPORTED BY LL- I .........sTuo WALU aLLOW DECK. .... Nx .... ~ s~ ~ USE MAX NAIUNG PAT~RN. ~0 STRAPS REQ'D. ~ EACH CORNER HOUSE FRONT HOUSE RIGHT ELEVATION ~AW, er: BG ~" OSB SKINS, B.S. REVISION 5~" E,P.S. FOAM CORE ~N~OR F~,SH ]NST*~L~U NO~: VERIFY ALL DIMENSIONS - FIELD DIMENSIONS REFER TO TIMBER FRAME DRAWINGS FOR SIP SUPPORT SPACING ~ DIMENSIONS NOT SHOWN. W, NDOWA DOOR OPENiN~S ARE CUT,N TH EF'ELD. w,, ow ARCHI~C~RAL PLANS. ~), ~ - ~_ lO'.._ , I~ " ~ ~~~ 16 %':L, 0 r ~2' , ~," 10, ~:/8' .... , .... 8'~ -- ." % ~ . m~ m ~De 2 u ',' .~ - --~mm-- - m ,~ m. , ~ ) ~ *' .- ,~ I ................................ %~; ..................... f ................ ~z / m -- 1 ~ x ,., ~ -- _ -------- ~ I x ~ SEE SCHEDULE , ' ' '~ ~'~ 12' ' / ' ' 10' ~' 2' }' 10'~ O' O' ~ 12' ' ',,12' ~2' ,', 12' 1(/,, d) 10'~ ¢ ,', 12' ~12' 1 I( 10' 10' 1 1 ~ 10' 10' , , ~,' ,, ~ ~ .... ,.,. ~,. ~ , ,, , ,, .......... ,,, ,, c ~ ,,,, ~ SIMPSON L~IHOLD DO~ / / I I '_'5 / 2 '/~ ' ' SIMPSON L.~IHOLD DO~ /~~m % -- ELEVATiO~iI ~,o. *T s~ W*~L. TV,. SEE . rD,, ,~¢,T STU~ ,~ HOUSE REAR ~- ,~ ~*sT~,~, 2' I ' 9' HOUSE LEFT ELEVATION ~,s~,~so,~u,~. 12/28/2010 '""~'" 2' I '~,, ~, ~.s~w,~,~As~,~, /4"= ,, ,, ,,, 9 "b, ¢ sc.~u~. 1 1 ' - 0" /9' ~ 12' 12'I- 9:SHEET: OF ' HOUSE SHED ROOF-- · ' '~ "~x 14' ': - )' ;~ 1 1, 2 J , ,, ,~ . ,,, -. ~'~ 12' ~ ~2' ~2'~2' ~2' ~'~ ~0' ~0' ~ ~2'~2' ~2' '_'5 ~ STUD WALL B.O, ELEVATiONiI~,o. AT S~D WALL, TYP, SEE ~. FIIII HEIGHT STUD RE~D HOUSE REAR ~- ~[~ FASTENER SCHEDULE. _?_ .... I()' 10'~10'10' 10'10' 10'10 A.B. TYP, / ONCRE~rOUNDA~ON B,O. /9' 12' x ) 2' 92 / x CONNECTION - SEE FASTENER SCHEDUILE. WALL BELOW SIP ROOF PANEL FASTENER SCHEDULE REFER TO SECTIONS & DETAILS,, PDI. ROOF TOP SPLINE CONNECTIONS: 8d GALVANIZED RINK-SHANK NAILS @ 6" O.C. ROOF PANELS TO TIMBER SUPPORTS: lf' PANEL SCREWS @ 8" O.C,(MIN 7 SCREWS/PANEL END) ROOF SIPS TO WALL SiP TOP PLATE (RAKE & EAVES): 11" PANEL SCREWS ~ 6" O,C. NOTES: 1. ALL PANEL JOINTS MUST BE SEALED WiTH EXPANSIVE FOAM. 2, REFER TO THE TIMBER FRAME DRAWINGS FOR SIP SUPPORT DIMENSIONS NOT SHOWN. DRAWN BY: BG REVISION #: MAIN HOUSE ROOF PANEL PLAN IR-30 STRUCTURAL INSULATED ROOF PANEL: 7/(6" OSB SKINS, B.S. 7~" E,P.S. FOAM CORE btE BELOW. NER TO TIMBERFRAME R SCHEDULE TIMBER FR RIDGE LINE PANEL FASTENER SEE FASTENER GARAGE ROOF PANEL SIP WALL BELOW PLAN EDGE OF ROOF SIP WALL BELOW b 0 > 0 DATE: 12/28/2010 SCALE: 1/4"=1'-0" SHEET: OF I P2 FILE: GAl:RAGE REFER TO P2 & P5 FOR SIP ROOF SCI- EDULES. I J-t' II,_ / -" 14-' ~',, ;/ ,, 1 2 10' 14' 12' ~- 1 _. 7 1 {3' ~ ~1 ~0' ~0' ~0' 1~' ~0' ~0' ~0'~ D'-I¢ GARAGE ~ ~AR VIEW CONCRETE FOUNDATION B.O. R-24 STRUCTURAL INSULATED WALL PANEL: Ns" OSB SKINS, B.S. 5~" BP.S. FOAM CORE INTERIOR FINISH INSTALLED SEPARATELY R-50 STRUCTURAL INSULATED ROOF PANEL: ~" OSB SKINS, B.S. 7~" E.P.S. FOAM CORE WINIDOW & DOOR OPENINGS ARE CUT IN THE FIELD. REFER TO WINDOW & DOOR SCHEDULE. VERIFY ALL DIMENSIONS - FIELD DIMENSIONS MAY DIFFER. 10' 1 10' 12' 10' lC (4) SIP FASTENERS TIMBER 3E BEAM AT EA. STUD ~1'~---~/-I- ~- \ ^ / rN I VILVV SIMPSON STHD14 Rd HOLDDOWN B,O, © 3MBER POSTS @ 8ARAGE LEFT ELEVATION, & WALL FASTENER O' 10' 10' 6x10 (2) 2X INSERTS FULL HEIGHT © GARAGE DOOR OPENING ¢CONCRETE FOUNDATION BY OTHERS.~ 10' 10' .R.!GH T \/JEW V (2) ~" ¢ 4 CURB TYP. IN EACH / //% 4 SIMPSON HOLD DOWN HDUS-SD52.5 GARAGE LEFT VIEW NOTE: CODE PRESCRIBED STICK FRAMINg B.O. MAY BE USED INSTEAD OF SIPS BELOW THE TIMBER TIE BEAM. GARAGE LEFT WALL SIP WALL CONNECTIONS* CONNECTION FASTENER OSB SKINS TO BBL 2x 8d GALVANIZED NAILS @ 4" INSET ~ GARAGE DOORS O.C., EA. STUD,B,S, SPLINE BETWEEN 8d GALVANIZED NAILS @ 4" PANELS 0.0., B.S. PANELS EDGES TO 9" PANEL SCREWS © TIMBER SUPPORT 6" O.C, OSB SKINS TO SHOE 8d GALVANIZED NAILS PLATE © 4" O,C., B,S. SHOE PLATE TO SILL 1Od HDG* NAILS © 5" PLATE O.C. SILL PLATE TO (2) %" DIA. HDG* OR SS ANCHOR FOUNDATION** BOLTS (A.B.) w/ NUT & WASHER EA. WALL SEGMENT * BELOW PLATE/TIE ELEVATION. FOLLOW TYPICAL WALL SCHEDULE (P2) ABOVE TIE BEAM. SEE ELEVATION FOR HOLDDOWNS. CE) CD REVISION #: 5 U 0 Z :- Z ° <:C DATE: 12/28/20~ 0 SCALE: ~/4"=~'-o" SHEET: OF FILE: ROOF RAFTER 8d NAILS, E,S. 2x~ BEVELED INSET TOP PLATE EXPANDABLE FOAM CAULE TOP PLATE WALL S)P - SEE SCHEDULE, P3 2X12 PRESSURE TREATED SiLL W/ SILL SEALER SIMPSON HPAHD22 {or HPAHD22-2P) F,O, FRAME z I~ T.O. BEAM NEL FAS~NERS SEE SCHEDULE ~) FIRST FLOOR TO SILL PLATE - SEE SCHEDULE B-P2 FOUNDAIION WATERPROOFING 4" REINFORCED CONCRETE SLAB ON 6 MiL VAPOR BARRIER ON §" CRUSHED STONE BASE IO"X2R" CONCRETE FOO~ND 3000 PSI ~' 28 DAYS I~EINFORCED W/ (3) #~ RODS TYPICAL HOUSE EXTERIOR WALL TOP OF FOOTING SECTION SCALE: NTS HOLDOWN SIP WALL POST ALIGN INSIDE FACE NTH CONCRE~ & RLLER KD PT SILL, w/SILL SEALER SIP FASTENERS SEE SCHEDULE -- ~" DIA, A,B, SEE EXTERIOR WALL REINFORCING SCHEDULE /--SLAB NOTE: FOUNDATION IS REQUIRED BELOW TIMBER POST. PILASTER SHOWN IS RECOMMENDED BUT FOUNDATION WALL DESIGN SEE ARCH DWOB, · CLEAR, PIER REINF SEE BELOW SUGGESTED PILAS~R REINFORCEMENT: (~)#4 VERTICAL w/ #BTIE AT TOP, BOTTOM & CENTER ~ NOOKS INTO FOOTING REINFORCING B I' THICK COLUMNS 10" THICK COLUMNS PILASTER PLAN VIEW TIMBER SUPPORT AT GARAGE VALL 11"P,~NEL FASTENER SEE PANEL FASTENER SCHEDULE ROOF SHINGLES ON 30 LB ROOFING FELT 1~__2" DRYWALL(TYP ~ALL) ~.1 PER INCH 18" GABLE DETAIL SCALE: 1"=1'-0" EXPANDABLE FOAM CAULK ~U~ER RAFTER "' RrDGE DETAIL CORNER 80ARD SIDING 1/2" DRY~ALL 7/16" OSB ON 5 5/8" CORNER DETAIL SCALE: 1"=f-O" NOTES: 1, REFER TO P2 FOR WALL SIP FASTENER SCHEDULE, 2, REFER TO P3 FOR ROOF SiP FASTENER SCHEDULE, 3. ALL PANEL JOINTS MUST BE SEALED ~THI EXPANSIVE FOAM. WALL PANEL SPLINE CONNECTION SCALE: NTS /7/~"x3" OSB SPLINE . I-i/2¢1 h I )'_ I / _ i IL-YE' - F7/1~ O.S,e. r-- ~ ~ r-- / :::::::::::::::::::::::::: ::::::::::::::::::::: ROOF PANEL TOP SPLINE CONNECTION SCALIE: NTB ROOF PANEIL ABOVE NOT SHOWNI. SEE TYP. WALL ~SEC~ON, )IN SET SIDE ~EW DIMENSIONAL SPLINE @ TIMBER SUPPORT SEE TYPICAL EXTERrOR WALL SECTION FOR SIP ABOVE CUT, ROUGH OPENINGS SCALE: ~/4: =1'-0" A-P2 LOWER WALL SECTION @ WALKOUT BASEMENT NOTE: siP CONNECTION IS SIMILAR AT EXTERIOR DECK ATTACHMENT 1 , B DRAWN BY: REVISION #: SCALE: NTB SHEET: OF I FILE: