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37858-Z
~y4 Town of Southold Annex 1/9/2014 P.O. Box 1179 54375 Main lip o Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36701 Date: 1/9/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 2230 Laurel Ave, Southold, SCTM 473889 Sec/Block/Lot: 56.-1-2.22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otTiced dated 3/4/2013 pursuant to which Building Permit No. 37858 dated 3/12/2013 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: ADDTION TO A ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Quillin, Kevin & Quillin, Lorraine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37858 01-02-2014 PLUMBERS CERTIFICATION DATED 01 - Au o ' ed % atur TOWN OF SOUTHOLD p BUILDING DEPARTMENT 6 TOWN CLERK'S OFFICE 75yg 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 37858 Date: 3/12/2013 Permission is hereby granted to: Quillin, Kevin & Quillin, Lorraine 2230 Laurel Ave Southold, NY 11971 To: construct an addition to an existing dwelling as applied for At premises located at: 2230 Laurel Ave, Southold SCTM # 473889_ _ _ Sec/Block/Lot # 56.-1-2.22 Pursuant to application dated 3/4/2013 and approved by the Building Inspector. To expire on 9/11/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $344.00 CO - ADDITION TO DWELLING $50.00 Total: $394.00 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 from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance1rom 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) rion-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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: 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of.Occupancy - $:25 4. Updated Certificate of Occupancy - $50.00 .5- Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 2 3 New Construction: Old or Pre-existing Building: (check one) Location of Property: U30 L,&y GL 14ye• V crCf- o a House No. Street Hamlet Owner or Owners of Property: -_1~nu 11-4 ~4- ~-u. ~2ILPrtr~ Q UtLUK • Suffolk County Tax Map No 1000, Section Block Lot Z Subdivision Lxi6::- At4 &Ak, -So,4-,v---'T'" Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriter's Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ r. _ Applicant Signature SOOlyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 rog Southold, NY 11971-0959 er.riche rt(D_town.southold.ny.us Ova BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kevin Ouillin Address: 2230 Laurel Ave City: Southold St: NY Zip: 11971 Building Permit#: 37858 Section: 56 Block: 1 Lot: 2.22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: homeowner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: SUN ROOM, 1-paddle fan Notes: Inspector Signature: Date: Jan 2 2014 81-Cert Electrical Compliance Form.xls sairyo#TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION 0 DATION 1 ST ( ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT ON [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL UGH) [ ] E CTRICAL (FINAL) REMARKS: i Al c5 ~f DATE L(2 INSPECTOR `~~L 7 ° ~ ~l Of SON ~o !o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLEIG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t DATE •~U 3 INSPECTOR OF S0//rT6 TOWN OF SOUTHOLD BUILDING DEP 765.1802 / INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. ~xo [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE S INSPECTO oof SON TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) N REMARKS: DATE INSPECTOR ~o~, fog ski. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 1 ELECTRICAL (FINAL) REMARKS: 1 DATE " 2` INSPECTOOW!9 FIELD INWWMN REPORT DATE MMENTS tf J ro '(w LA FOUNDATION (IST) x Le"A FOUNDATION (2ND) z 0 3 y Q ROUGH FRAMING & y PLUMBING INSULATION PER N. Y. STATE ENERGY CODE C7 FINAL ADDITIONAL COMMENTS 90 m A d t~ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health_ _ SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ~y~- Survey_ _ SouthoIdTown.NorthFork.net PERMIT NO. ~ I3 ~ k Check_ _ Septic Form N.Y.S.D.E.C. Trustees D is [ p C.O. Application _ e= l~~ I!, Il i~ Flood Permit _ Examined 3 a .20/J D Single & Separate 4 413 Storm-Water Assessment Form Contact: Approved 3 tl~' , 20~ BLDG. DEPT. Mail to: TO" Disapproved a/c Phone: 6-Sy-966,7r Expiration p f0t-.201 /6.3 -608y Building Inspector APPLICATION FOR BUILDING PERMIT Date b ~l3 20 l3 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. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances. building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sienature of applicant or name, if a corporation) v233u /9L, f ?w,,zD (Mailing address of applicant) State whether applicant is owner, lessee. agent, architect. engineer, general contractor, electrician, plumber or builder Name of owner of premises Y~e•V/ 6•t ¢ (c rr,4 .o Qr~ 1 LLl M (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Cc CF Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2-2-3v 1 /4v (fie t_ pwe sv u44-P Q House Number Street Hamlet County Tax Map No. 1000 Section Block \ Lot at~ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~zv.,•_6 S/&a-Ce b. Intended use and occupancy ,Cis'-r~ S/j+cr. 3. Nature of work (check which applicable): New Building Addition ? Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee ~gt (To be paid on filing this application) 5. If dwelling, number of dwelling units ~N mber o£`elling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 30 Rear Zg Depth -to Height Number of Stories 2- Dimensions of same structure with alterations or additions: Front S?~w.c _ Rear d" Depth L(Z, Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front l u Rear iS-0 Depth 26S 10. Date of Purchase P~ ~r1 ( Name of Forster Owner ) <(O^ ri i ,.a c M6e.A 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 Will excess fill be removed from premises? YES NO ~ 14. Names of Owner of premises Cllr 4 Address 2.?-3o /Mac df Phone No. 76~' 6u 95" Name of Architect N /DVAle-- Address Phone No Yr`/ Name of Contractor Szu= Address Phone No. 7am!ii--`-1 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 R) QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NC * 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 * IF YES, PROVIDE A COPY. CONNIE D. BUNCH STATE OF NEW YORK) Notary Public, State of New York No. 01SU6185050 SS: Dualitled in Suffolk County aI COUNTY OF ) Commission Expires April 14, 2_-~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief: and that the work will be performed in the manner set forth in the application filed therewith. Swgrn,tp before me this ~t-?-r-day of rte, 201 6'o~n Notary Public Signature of Applicant ~o~~OF SO(/ryo~ Town Hall Annex 7f Telephone (631) 765-1802 54375 Main Road N ,ax (631) 7 5-9502 P.O. Box 1179 ' roger.richertlL l0 NR1.S0 O .nV us Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION j REQUESTED BY: Date: i Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: i ~ 6 V /A~ / Il UI LL / t/ *Address: 2Alo 1,4di?-z Ave Ja?i-,&11 NY //52/ *Cross Street: /„„~~fs *Phone No.: 6,31 6-iT ,9/.d 761'-4 a''y Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) uJ~~_ j i (Please Circle All That Apply) pp6- *Is job ready for inspection: YO NO ou~tl ln~)G\ Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION J OI ~ I 82-Request for inspection Form 1 n V Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NOME: Owner -Agent • ConeJbM•Cohreacterorother (Clelso") Property OWNER: (IroltfmM Nan Applicant) Address: Address: i. Telephoref; I=N: Taiephane>: Faafi E - Mail: E • Mail: ProparAddna: Brief Description o(Cen9Qyojpa Actelty, Proposed Structural BI11Ps, 9m7 S.FT.M.N: 7000 St ba =6m BUYs, Pr*ctSoope and/or Sequmne of Comwucdm Ad * errTka arsons awe rat IProaae AdAdnxl Papeaer Neeotl) Nana of Conbaclor endrar Cow" Person Responsible far hnplsmwdalim of SWPPP: Addreass; _13' __(I_r_ t Arl C-c Telephone S; Fsaet _ - _ -f%-- Nsmsd Ponans Rnspaaibk/ar lnereNatlone MNintarna a/Erosion control Preotla: ess: Telephone & Fax fk E - Mail: - Total Area dAN TdalAroa of Land clearing Prated Former: and/or Ground Dishabance: (eF l9ea) pF.frees) Project Dunne: Jaunt End I (gngdpated) Osu: Dole: f a~erra ta~,oy+l ( WIII this Project Disturbs, five (5) or More Acres at r_1 Any One Tana During the Proposed Developmant 7 Yes No i- grE&PimaAnswertheFaonlrel a. Does the Applicant have a Qualified Inspector On 0 Q Staff To Conduct the Required Inepedbns 7 Yes No It. Does the SWPPP Indicate How Frequently the Site Q List the NAMES ar description efall Personally lessee Wabwbo,dhmmwftrwailandw Inspectlorts will Occur and for What Period of Tine 7 Yes No c. Does the SWPPP Adequately Identify All Temporary Q r__1 i and/or Permanent Soil Stat)atizallon Measures 7 Yes; No d. Does the SwPPP Adequately Identify a Comple6o I Project Phasing Plan 7 Yes No stew. Of as~ waterbedy: (p. Tenn. gri(d) Lhbd, knpslred-) e. Does the SWPPP indicate Additional Site Specific Q Q Practices that will be I1MIzed to Protect Water Quality 7 Yes No I. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Fonn for Review O Type of h*Wad Waherbudy: (eg. Lake, erase, Bay, Pond, Sounq Freshwrerv aM6_) by the Town of Southold 7 Yea No STATE OF NEW YORK, lmutHrY u C, ate of New York COUNTY OF SS No. 01 BU6185050 Qualified in Suffolk County4'1 `4 'rya That I, being duly swom, deposers%M'fMtNFlpSsANFlh)b¢li8arit for Permit, . (Name of mdlddMl signing Docmnen) And that he/she is the (Corer. tbrrbaGOy .............AOae.............p....... O....M........... f Carmte w,erej I' i. Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to bclopre me this; f ' a .T.1.".""." day oil. Y. ~ Oi~!J!._~.." . , 20/.J Notary Public: ....C /15Y7 (Sianaiua alAppsad) I SWPPP Assessment FORM: 03-12 WDE MMOMtt MTE REQUIRED 'i ,.IMM LATELY" ENCLOSTOLTO CODE ` QC~ PpNIyY Q 27 BEFO E W TER,, last is lc 1~ of Q~ ~CClP ~NCV 269 41 cn O 7 m A 0 N c , a 7~c-~M1`i0 ~ _ f1 1 O: N Z 14SRNA=i .R 'VF N-Y(p ~ f 0 .ti z. 4 cP!'J pa ~ Cl'~ O. n ll 260.08 _T I 50 W 1 \ s 75°38 "IMMEDIATELY" 29 ENCLOSE ~'OOLTO CODE ON CO ON \z ° _ BEFORE ti q R.. ~ D C`L oR \ W `S C~~t`~`G Z 1 W a. W. W I f 1 d19 J F + P r~(, Generated by REScheck-Web Software Compliance Certificate Project Title: Quillin / Rich Energy code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Addttlon/Altaration Heading Degree Days: 5750 Climate Zone: 4 COnakuction Site: Owner//gent Designer/Contractor: Laurel Avenue Quft James Rich Southold, New York Laurel Avenue Southold, New York Southold, New York Compliance: 19.7% Better Than Cods Cam 11A: 146 Your UA: 126 The%Beher"Www Turn Code incla1 relbrb hnnv~b mmplaraeea tmae 0 based on oodeb 9.off saes e DOES NOT rraalde an eatimahafengy uee IXf rela*veb a mbmurn d rams. Gross Assembly Area or R-VaILIC R-Valae or Door Perimeter 360 90.0 a 0.0 a 12 Gelling: Cathedral Floor. Unheated Slab4k lGrade 55 10.0 42 Insulation depth: 2.0' Wall: Wood Frame, 16in. o.c. 478 19.0 0.0 17 Window: Wood Frame, 2 Pane w/ Low-E 119 0.280 33 Door. Glass 79 0280 22 Compliance Statement The proposed building design described here is corgMent with the building plans, specifications, and other calculations submitted with the permit applkatim. The proposed building designed to meet the 2010 New York Energy Conservation Construction Code requirements in RESchw*-Web and to comply with story is Hated In the RESdaeck Inspection Checldist. Name - Title ----7 Date OF NEW Y eoPMEq~, * 9^ T~ r a a- ~a82'ZA ~ESs VA Project ntle: Quinn / Rich Report date: 11/07/12 Data filename: Page 1 o14 Generated by REScheck-Web Software Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Add@IordAMeratlon Heating Degree Days: 5750 Climate Zone: 4 Callings: ? Caging: Cathedral, R-30.0 cavity insulation Comments: Above-Grade Walls. ? Wall: Wood Frame, 16in. o.c., R-19.0 cavity insulation Comments: Windows: ? Window: Wood Frame, 2 Pane w/ Low-E, Lldactor: 0.280 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? - Yes - No Comments: Doors: ? Door. Glass, 1.1-factor: 0.280 Comments: Floors: ? Floor. Unheated Slab-0n4Grade, 2.0' insulation depth, R-10.0 continuous insulation Commends: Slab insulation extends dawn from the top of the slab to at least 2.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 R Air Leakage: ? Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in time building envelope that are sources of air leakage are sealed with caulk gasketed, weatlreraUipped or otherwise sealed with an air baffler material, suitable film or solid material. ? Alr banter and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between windovddoor jambs and frarning. ? Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or caging cowering. ? Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without Insulation compression or damage) to at least the level of Insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ? Wood-buying fireplaces have gasketed doors and outdoor combustion air. ? Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ? Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of leas than 7 ACH at 50 pascals OR 2) the folbMng (tams have been satisfied: (a) Air barriers and thermal barrier. Installed m outside of air-pemoable insulation and breaks a joints in the air baffler are filled or repaired. (b) Ceilinglattic: Air harder in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade wells: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. Project Title: Quillin / Rich Report date: 11107112 Data filename: Page 2 of 4 (d) Floors: Air barrier Is installed at any exposed edge of insulation. (e) Plumbing and wking: Insulation is placed between outside and pipes. Batt Insulation Is cut to fit around wiring and plumbing, a sprayedthlown insulation extends behind piping and wiring. (f) Comers, headers, narrow framing cavities, and rim joists are Insulated. (9) Shower/tub on exterior wall: Insulation exists between shavers/tubs and exterior wall. Sunrooms: Sunrooms that are themrally isolated from the building envelope have a maximum fenestration lJ-factor of 0.50 and the maximum skylight 1.1-factor of 0.75. New windows and doors separating the sunroon from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: C3 Materials and equipment are installed in accordance with the manufacturer's installation instructions. C] Materials and equipment are Identified so fiat compliance can be determined. Manufacturer manuals for all installed healing and cooling equipment and service water heating equipment have been provided. ? Insulation R-values and glazing 1.1-factors are dearly marked on the building plans or specifications. Duct Insulation: O Supply duds in attics are insulated to a minimum of R-8. All other duds in unconditioned spaces or outside the building envelope are insulated to at least R43. Duct Construction and Testing: Building framing cavities ere not used as supply ducts. All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return duds are substantially airtight by means of tapes, mastics, liquid sealants, gaskefing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 1818 and are labeled according to the dud construction. Metal dud co macbms with equipment and/or fittings are mechanically fastened. Crimp joints for round metal duds have a contact lap of at least 11/2 Inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray pdyuretinane foam. Where a partially Inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously wekled and locking-type longitudinal joints and seams on duds operating at less than 2 in, w.g. (500 Pa). Dud tightness test has been performed and meets one of the following test criteria: (1) Postconsbuction leakage to outdoors test: Less than or equal to 8 aim per 100 f12 of conditioned floor area. (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 12 dm per 100 U. (3) Rough-in total leakage test with air handler installed: Less than or equal to ti cfm per 100 ft2 of conditioned floor area. (4) Rough-in total leakage test without air handler installed: Less than or equal to 4 cfm per 100 f12 of conditioned floor area. Tempen lure Controls: Where the primary healing system is a faced air-furnace, at least one programmable thermostat is installed to control the primary heading system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Stang: 0 Additional requirements for equipment sizing are Included by an inspection for compliance with the Intemetional Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems Include an automatic a accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: WAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an onloff heater switch. Project Title: Quillin / Rich Report date: 11/07112 Data filename: Page 3 of 4 ? Pod heaters operating on natural gas or LPG have an electronic pilot light. O Timer switches on pod heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. O Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ? A minimum of 50 percent of the lamps In permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage 15 (d) 50 lumens per watt for lamp wattage > 15 and 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation Is falling, and c) the outdoor temperature Is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-feclons; We and efficiency of space-oonditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FELD: (Building Department Use Only) Project Title: Qulllin / Rich Report date: 1 V07/12 Data filename: Page 4 of 4 J 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value CNBng / Roof 90.00 wall 19.00 Floor / Foundation 10.00 Duclwodc (uncondlllonsd spaces): Glass & Door window 028 Door 028 NA Heating & Cooling Equipment Efficiency Heeding System: Cooling System: Water Heater. Name: Dab: Comments: Generated by REScheck-Web Software Compliance Certificate D F r E ~ pig MAY 2 4 D 2013 Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York BLDG DEPT. Construction Type: Single Family TOWN Of SOUTHOLD Project Type: Addition Glazing Area Percentage: 41% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent Designer/Contractor: Laurel Avenue Ouillin James Rich Southold, New York Laurel Avenue Southold, New York Southold, New York Compliance Passes using UA trade-off Compliance: 102% Better Than Code Maximum UA: 1e7 Your UA: 150 me % eetw or weree Tron Cum roses reXecb row dose m oompwe tw rouge r e w toes vaeaM mbs. R DOES NOT pmv en eMimete of energy use wm rNehe W a mnimumaoae rorre. Assembly Area • • e•• Perimeter U-Factor Ceiling: Cathedral 360 30.0 0.0 11 Skylight: Wood Frame, 2 Pane wl Low-E 37 0280 10 Floor: Unheated Slab-On-Grade 55 0.0 57 Insulation depth: 2.0' Wall: Wood Frame, 16in. o.c. 478 19.0 0.0 17 Window Wood Frame, 2 Pane w/ Low-E 119 0.280 33 Door. Glass 79 0280 22 Comp0ance 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 en designed In meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the story requirements listed in the REScheck Inspection Checklist. T N l~T~n{5./-~---~~ . 7Z A ate ~P$pF NEW nature Y gtav+lr~q~°'~t ~i o • A) wj rn ~FO p5822~ 10gOFE S 6I ONP~ Project Title: Report date: 05108113 Data filename: Page 1 of 4 r4 Generated by REScheck-Web Software Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Pmject Type: Addition Glazing Area Percentage: 41% Heating Degree Days: 5750 Climate Zone: 4 Collings: ? Ceiling: Cathedral, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall: Wood Frame, 16in. o.c., R-19.0 cavity insulation Comments: Windows: ? Window. Wood Frame, 2 Pane w/ Low-E, U-factor: 0.280 For windows without labeled UL-factors, describe features: #Panes Frame Type Thermal Break? Yes _ No Comments: Skylights: ? Skylight: Wood Frame, 2 Pane w/ Low-E, U-factor. 0.280 For skylights without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes - No Comments: Doors: ? Door. Glass, U-facto: 0.280 Comments: Floors: ? Floor: Unheated Slab-0n-Grade, R-0 (uninsulated) Comments: Air Leakage: ? Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film a solid material. ? Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. ? Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket m caulk between the housing and the interior wall a ceiling covering. ? Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ? Wo d-buming fireplaces have gasketed doors and outdoor combustion air. ? Automatic or gravity dampers are installed on all outdo air intakes end exhausts. Air Sealing and Insulation: ? Building envelope air tightness and insulation installation complies by either 1) a post mughmin blower door test result of less than 7 ACH at 50 pascals OR 2) the fotkrwing items have been satisfied: Project Title: Report date: 05/06113 Data filename: Page 2 of 4 (a) Air barriers and thermal barrier. Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, a sprayed/blown insulation extends behind piping and wiring. (f) Comers, headers, narrow framing cavities, and rim joists are insulated. (9) Shaver/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunroonts: 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 doors 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 manufacturers installation instructions. Materials and equipment are identified so that compliance can be determined. Cl Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing 1.1-factors are clearly marked on the building plans or specifications. Duct Insulation: O Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A a UL 181 B and are labeled according to the duo construction. Metal duo connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1 /2 inches and are fastened with a minimum of three equally spaced sheetinetal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1) Postoonstruction leakage to outdoors test: Less than a equal to 8 cfm per 100 ft2 of conditioned floor area. (2) Postooostruction total leakage test (including air handler enclosure): Less than or equal to 12 ofm per 100 U. (3) Rough-in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4) Rough-in total leakage test without air handler installed: Less than or equal to 4 cf m per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a faced air-furnace, at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. O Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. C] For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic a accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: Report date: 05/06/13 Data filename: Page 3 of 4 O HVAC piping conveying fluids above 105 degrees F a chilled fluids below 55 degrees F are insulated to R-3. SvArnming Pools: O Heated swimming pools have an ordoff heater switch. O Pod heaters operating on natural gas or LPG have an electronic pilot light. O Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. O Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: 71 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as are of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage 15 (d) 50 lumens per watt for lamp wattage > 15 and 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting o6 the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's'). CertM Mate: 0 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does no cover or obstruct the visibility of the circuit directory label, service disconnect label a other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 05/06/13 Data filename: Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling I Roof 30.00 Wall 19.00 Floor I Foundation 0.00 Ductwork (unconditioned spaces): - Glass & Door Window 028 SW%" 028 Door 028 NA Heating : Cooling Heating System: Cooling System: Water Hester. Name: Date: Commentsr. z7 ' 2'7" # 81-1 I /2" 8'-1 I OTMN50M E6N50M DOTMN50M B C O ABOVE 3//4° X 9 1 /2" LVL HEADER ~ eENJE~EN DOOR~~~b TRANSOM AO or Ai gBOOE4'hRAR561vt LWINpO s 9 to 99 2"X 6" C.T. `7 jAl - rte: x 1~ ~3n-k `F f-~- @ 16' O.C. x 1 P Slxlu J ii I J N 0 - Le Zr.1v a ~ m v O m TP S"/virf T x IIQ 5w Ili ~I m u 1 y om ~ i V' a C 1 Lnuli ~ N ~ m m li3i~- _ m I13, z O Lft, 1e11u WLiM % 2 9[ LION F i - - - - N --i o mom, U 2" X 6° C.T. e @ IG O.C. p"X 1:11 RR I w~ -r I 3~- ' @ 16D.C. O f 5'-10' I'_ I 5^ U P- 13/4 X LVL HEADER ANING W r Z § LL PROVIDE 3'-0' hrgh 0 a z KNEE WALL W/ CAP RAIL 4 CROWN TRIM v G'AST INTERIOR KM C t BASE COLUMN W/ No CHvtN4 CAP t a CAP BASE 3'-11" 5' 11'-G" EX15TING KITCHEN NG KITCHEN ti z EXISTING DEN zf N~ ~O rfin ri MAY 2 4 2013 Bloc 071 TOWN nrounmto r FIRST FLOOR _OOK PLAN 1/4" = 1 '-O" 5CAL '-O" SCALE V~1 ~j4^ ~'1 {Zj MRS. IS~111.~{y`~UILfwA 1~' Lna SCALE: '14 I OY- APPROVED BY: DRAWN BY-JjPr DATE: 1- 't gEVIBED I 'L~ 1~ - ~Lrk6 l~l~?-h1 A"IR -Fem.>e~i 1'L a.J ~'LI `I• DRA.TNO NUZBER Sol' { dF. ll WW JWW.I ._U II. Jl 211#11 1 I IIIIIII U_L U L I LAI L 1 L ] 1-11_ IJWU JU LII J W L i LLJ- J l Jlll ® L-Il WJW Wi WIJIILW LI-W_1Lllll L1L1_ U _ __ll l1_IL- J1W W W1l WW_ - I_ I1 L1 LIL W 111_IJ_l1JJJ1l, III WW J - -LLI ~II~IWL~WI~I11 Iu H-L LI 11 U- WW WI1 uuw- L L W1_WWW WW L1W WllWLL`_I 1 - A[ W I _U I _ILL f ll - 111L IJ11 1J_Llll- 11.1LU _ LlJ_ ll__LW -.u WW 11 -.l<[J~IJLIJ II J.ILLII II II IWI I~I~~ WW WW J1 L L L LL ~..ll11 L LLJ 1LJ II..J llLLL JJ_LLJWJI I LU J. U U_ LJ JW 1 U 1L I W W.I_1 - IL Il UII WI~ ll11L 11LWLJ H L 1u 1 W Wl I. 1® I L I LLL LU ILJ.I_I. IL LL I [L 11 _J11 I JLWll1J 11 1LL1L1 LWWW1 JJ.L JJ IIJ 1IJ1I11LLL11_JJ_l Li L J L J W_LW L u l1J 1111L1L u ll ® WWL WWW~ J WL L LJJ ~~L 11L 1 JL1 L1 llJIWII IWI J1l IJ11 _ _I LLL WWWWI WLI_LW 1JWWWWJIJI~ -1 1 JJWWLLI 11 _Ul JUJl u 11 1f 1Ji ~l ~ L L L J L~~ IIC~II ICI~~~I11J 1 U 1 .JJI LII_I111J11LI _LL TLU l i I I l i Jl_LLLL~ J111 JLLL 1l REAR ELEVATION 114" = P -O" SCALE WWLI~~1 L~I1 UL J Li 1 JJ U_J 11LLL a Sae / ~ 3 1WJ U 1W J111J1_LW IJ1LL LJ-LLL - , ~ 11 111 Mill 11 L1L LJ~ L1I Wl Jl L Lli pF iVCby - ®®®®J tti JJJLL111J ~Lli 1_L _ W1 1 a ~pP a J1W111J_ IL1 JA. J1 IL, T 1W 1 ~11L, oea2 LEFT SIC =T SIDE ELEVATION SCALE _ APPROVED BV: DRAWN BIL - DATE: _ REVISE 1/4" = 1.-0.. P-0" SCALE NO NU BER_ €L ~vrrsAts= _ _ _ _ ® ® 1 _ III ~~I ~LLL I ~ ' i ' 1 I [Ell Ian I ' IJS ~oVB T- REAR ELEVATION 1/4" = 1'-0" SCALE APPROVED g NOTED 378`7 WE FEE: BY NOTIpE -n~Tnn" 'T 385=180E S dh1 TO I,It - - - FOLLOWING INSPEO rn -TVK 9. FOR POAUR0 OONC;,;- C F STRAPPNOAEIL TRILAL~,~ INSULATION d FINAL -CONSTRUGTION~,,, EE,T - I MUST SE COMPLETE K"e L III ALL CONSTRUCTION BHP GFi'Fw Gui 11 REQUIREMENTS OFTH'€ YORK STATE NOT RESPONLI®LE 1 C R RETAIN ST'JRm WATER RUNOFF i PURci yr,~a( l-6 "HAPTER 236 OF TkC "owA UDE. u iii a \/M AO w I\j IV EL ECTkIICAL 'ssioj ijwO7G Pa,) fie. JrcJe.? oc~ess Jw,J c~raa~ -I~ ;Zs~ca,/ M, a e LEFT SI TT SIDE ELEVATION SDALE -PROVEo BY: DRAWN DATE; REVISED SCALE 1/4" = 1 '-O" DRw na Nu eER i 21'-5' 3'-6• 2: L2: 2:77_: 78'-I 1/21/2=_ &-I 1/2' ',~vn^,II1~~ 2'_7OD TRANSOM ~ vT~ ~M B I AO © P'AB of f- © A 1 3X 9 1/2' LVL HFADORE A i BETWEEN DOOR 4 TRANSOM AO O ~I P31 3/4" X 9 I/2' LVL HEADER w uuuu~~~~ L 2" X Gam" L.T. ABOVE TRANSOM WINDOWS q to I I I I I I I i ~ 1 N J N p N a x P,Y -~t°"cit-- I i d of d x m ~I PROPOSED GREAT ROOM x ° Z ~2'X 12' RR. CATHEDRAL CEILING F 16" O.C-~ ml pp2 % V33g2~ 5LLQ1IGGFT.ENMf m Z I I 2 O I ox O- 0 N r V li 1 I I ~ Iftr i 2"X G° C.T. N K I @ i 2"%12'RR II b I. 5'_ 1 ON Q I-Gii O.C. ~ Z I I~ O ~ I I 2- 13/4° X 117/8' V LVL 3 I HEADER ABOVE OPENING W /y~ Z PROVIDE 3'-y h~igh N ° <CROWN TR / C:AP RAIL v W` i i 3'- I I PERMACA5T INTERIOR CAP 4 BA5E 3'- I I • 5' EXISTING KITCHEN CHEN ti z FX15TING DEN z2 N~ ~O i i i FIRST FLOOR PLC )K PLAN r-x? E I 1/4" = I '-O" FiC'A I F ir-AI F * 82 1 SSIO -24q(--Frcc-rttn~t c"~a- I~ I~ I it ognwD DY DATE: nEwsee, NuumF-_. Zhe=1G-o~ V C Z-k-c.:rr~i t',S i-ST[t "~LZOR"fly[~TFp / - 22 .k w .1 1 U~bCK _ 27 ~r 3 I i ~n r-t_ II I I ( I 1 I ' I II g*Lrwr- u,. w MUNI ~ ,3x,s_aK ttr°o~ -1 - 3a'f6YSGIL C~ ~r[7ar i -R= I ~ 1 m I_ 1 '.~i ~ ESptE OF ~ y I 1 , SOS I^VnV'\ 2~~ I m n 21 SSIONA ecw~. a wvrNOVEO er: DN WN e Dw nflncen---_-__, ~NumG .3 ms- GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEDULE 1. The information on this ad of construction documents is to relak bask design 1. All welts, 2x4 and 2x8, to be stud glide or better 18" Ofo. All other framing material TABLE 3.1, INCLUDING 3.3 AND 3.2 1.3 AND 3.2 intend and framing details. They ale Intended as a construction aid, not a substhde to be #2 douglas fir or better. 1915 SO C HIGH WIND EDITION WOOD "TION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practice and compliance with current New Yolk JOINT DESCRIPTION RIPTION NAIL QUALITY NAIL SPACING state building codes. The general Contractor Is responsible for providing standard 2. All wood framing In Contact with Concrete or mmcvxry to be pressure tested. Construction details and procedures to ensure a professionally finished, structurally ROOF FRAMING; Bound, and weatherproof completed product. 3. Provide double noarjoisb under all walls parallel to fiourjolet opandinscum mine RAFTER TO TOP PLATE TOE NAILED 3'-0• WALL: 9-•d PER RAFTER 10'-0' WALL: 4-9d PER RAFTER Z Otherwise specified. CEILING JOIST TO TOP PLATE PLATE TOE NAILED S'-0• WALL: 3-4d PER JOIST O 10'-0' WALL: d-Stl PER JOIST 2. General Contractor to Coordinate all sub cont acbre, scheduling of work, and 1LLEL RAFTER FACE NAILED SEE TABLE 3 ] EACH LAP U W interaction between trades, 4. Provkle x-bracing Or solid blocking at a maximum of B'-0" ore for all dimensional CEILING JOIST TO PARALLEL RAFTER CEILING JOIST LAPS OVER PARTITION lumber floorjolsts. COLLAR TIE TO RAFTER IE'R PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP I FACE NAILED SEE TABLE 3.0 PER TIE 0 3. The general contractor is reepwalble for ensuring that all work and cone6ucbon ¦ L O C K IN G TO RAFTER TOE NAILED 2.0d EACH END meets or exceeds current federal, state, and local codes, ordinances and regulations, S. Floor construction: % tongue and groove plywood subloor. Finished material to be RIM BOARD TO ' RAFTER END NAILED 2.10tl EACH END W = U etc. These codes are to be considered Be par of the specifications for this building applied over subfoor. Glue and screw, plywood decking to floorjolsto. WALL FRAMING Il^ r a 1TE FACE NAILED 2-18d PER FOOT yl Q ~i 2 and should be adhered to even If they ate in variance with the plan. TOP PLATE TO TOP PLATE 6. All window and door headem to be minimum (2) 2x 10 unless otheralse specified. TOP PLATES ATiIN T ER B ECTIONS IECTIONS FACE NAILED 4-10d JOINTS -EACH SIDE STUD TO STUD ! 4. Dimensions shall take precedent over awls drawings (do not scale drawings). Af Interior headers to be (2) 2x10 Unless ogMPaise spooked. HEADER TO HEADER FACE NAILED 2-14d 24'OIC FACE NAILED ISd I@- DID ALONG EDGES L2 TOP OR BOTTOM PLATE TO STUD E TO STUD END NAILED 2-15E PER 2K4 STUD 2 3-1ed PER 2K8 STUD 5. The designer has no been engaged for construction Supervision and aswmes no 7. Provide full solid bladdng under all bearing mile. 416d PER 2K4 STUD Q U Q } responsibility for construction coordinating with tote plans, nor respontlbffy, for BOTTOM PLATEITO FLOOR JOIST, FOR JOIST, K ,OR BLOCKING FACE NAILED 2-16d PER FOOT n d) O m construction means, methods, techniques, sequences, or procedures, or for safely S. NI beams to have adequate bearing at each and or all specified. B A N D JO 111T, END JOIST, OR B LO C K IN r precautions and programs in connection with the work. There arc no wemntles fora o F R Ar Ix Specific use expressed or implied in the use of these plans. 9. All flush beam and joist intersections to have galvanized hsngels. JO Is T TO s ILL, T 0 P PLATE, OR GIRD E ATE, OR GIRDER TOE NAILED d-•d PER JOIST BahDGINO TO JOIST TOE NAILED 2-8d EACH END TOE NAILED 24d EACH END 6. Refer to floor plans, exterior elevations, and window, schedule for types and sizes of 10. Typical extedor walls and roof to be sheoftwd with W exterior grade plywood or BLOCKING TO JOIST LOCKING TO ILL OR TO TOP PLATE TOE NAILED 3A ad EACH BLOCK windows. All windows to be Andersen high performance quality or approved equal. 7116" OSB plywood, group 1, APA rated. Plywood to spen Over all plain and B LEDGER a TR IPSTO ¦ EA M P P LAT E headers. JOIST ON LEDGER TO BEAM M FACE NAILED 3-16d EACH JOIST W TEAM TOE NAILED 3-8d PER JOIST 16 r TO JOIST 7. Door and window headers to align unless othervda noted. aA N o JO END NAILED 3-14d PER JOIST Z 1Z t TOP PLATE TOE NAILED 2-10d PER FOOT 11. Provide insulation baffles at Save vents between refer. eAxD Jo1sT To SILL OR TOP PLATE J ~ O It. General Contractor Is to ensure that masonry and prefabricated fireplace ROOF SHEATVWG- J construction meets or exceeds all monufackners specifications and applicable codes. 12. Exterior lashing to be correctly Installed at all woo eltions between fools, walls, chimneys, projections, and penetrations as required by approved construction STRUCTURAL PANELS 9. General Contractor to consult and coordinate with the owner and the plane for all practices. JA'PERIMETER EDGE ZONE -1S'OIC-0'AT PANEL EDOES O W Stl AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD O INTERIOR ZONE - 1S• OTC - S•AT PANEL EDGES AND 12' ? !n bulk in Rems such as bookcases, shelving, pantry, closets, sac. Sd AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD QJJJ IN 1'-0' O THE PERT ETER EDGE OF THE ROOF, INCLUDING 4'-0. ON EACH BIDE OF THE ROOF PEAK, THE 4-4- 13. General contractor to provide adoquak akc ventilation and roof yenta. F : q ROT 8 EH DE AE IN G IN 4'-0' O IT " 10. Provide hardwired smoke detectors, with be" backup, en all floors and in each PERIMETER EDGE Z 0 N E A TTA C H M E N E ATTACHMENT REQUIREMENTS SHALL BE USED, m O bedroom, verify with local code requirements as per Section R317. New York State 14. Provide appropriate soft ventitatlon at ovedrangs. CEILING SHEATHING Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES G Y P S U M WALL 6O A R D 5d COOLERS 7' EDGE 110' FIELD WALL SHEATHING GENERAL FOUNDATION NOTES 1. Plumbing wbccntractor to be responsible for adhering to all applicable code and a T R U C T U RA L PANELS A•EDGE ZONE .10'OIC -@-AT PANEL EDGES AND 12-AT •d INTERMEDIATE SUPPORTS IN THE PANEL FIELD safety requlrenenb. INTERIOR ZONE -15'OIC-e'AT PANEL EDGES AND 12' 1- 1. General Contractor to review plane, elevations, and details to datemdne intended Sd AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD TI10' Sd ''EDGE IS•FHELD 0 heights of finished "a) above typical grade. 2. If wall plain orjoists are cut during the Installation of plumbing fixtures or FIBERBOARD PANELS equipment provide bracing to to framing book together. GYPSUM WALLBOARD 25132' •d 3' EDGE IS-FIELD d Stl COOLERS T' EDGE 110' FIELD Z 2. All footings to real on undisturbed soil. 4-EDGE ZONE -1S'DID- S'AT PANEL EDGES AND I2-AT W GENERAL FIVAC SYSTEM NOTES xsaoeoeao •d INTERMEDIATE SUPPORTS IN THE PANEL FIELD LU ~~Ly 000/// INTERIOR ZONE-I$-DID-5-AT PANEL EDGES AND 12' 3. Provide Y," expansion joint material between all concrete slabs arid abutting Sd ' AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD to Concrete or masonry walls occurring in extedor or unheated Interior area. 1. Mechanical subcontractor is responsible for adhering to all applicable coda and Solely, requiremanis. FL'. SHEATHING 4. Concrete On 4" and orgrovel fill mtaimOm, vAth 6xB -10110 wire mRIM relrlklNrig. STRUCTURAL PEA N E LS - 1' OR LESS I- OR LESS •d 0' EDGE 112' FIELD D~.. pO Interior slabs to be placed on 6 mil. stabilized polyethylene vapor banks. 2. HVAC subcontractor to fully coordinate all system data and requirements with fire NAILING A BASED NTS ARE • A 3' OIC AT THE 0 Z I I HE PANEL EDGE. IF WALL SHEATHING IS NAILED N HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE r equipment supplier. PANEL EDGE TO OBTAIN HIGHER SHE B SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH 5. Provide crawl space ventilation per Nxal code requirements. W H E X WALL ISHEATH N O 19 C O N T It 3. HVAC subcontractor to prwldefialsyakmkyoutdrwnrgaldSubmit fkgeneral REDUCED TO 10100 NAIL PER FOOT. IING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE Z IL PER FOOT. ¢ 6. General contractor to install copr--tex (or copper) sheet metal kRrBe shlelds contractor, Comer, and equipment supplier for final review and approval. f+3 between all wood surfaces that are exposed to concrete or masonry surfaces. TRA~ELES.7 co ,sS5SBCHGHV*DEMCNVIOCDR tIE 7. Dampproof exterior of foundation with a bituminous coating as per code and soil NEW CODE Conditions. GENERAL WIND PROTECTION CONNECTION NOTES OCNETFLCIMM4N.Y)L Adapted from Standard for Hurricane Resktad Residential Construction; SST010-99 and 1995 SBC High Wind Edition Wood Fralrle ConetaAlbn PAFIERSPACM TB' OC GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Mood Frame Construction - TABLE 3.4 i NXIFT-3JV03RINFEIM CLOATIC AND GEOGRAPHIC DESIGN CRITERIA 314 WOOD 24 WEATHERING SEVERE 1. Dimensions shall take precedent over Scale drawings (do not scale dlMMngs). 1. A continuous bad path between footings, foundations walls, floors, WAS and roof 1995 SBC HIGH WIND EDITION WOOD framing shell be provided. FRAME CONSTRUCTION MANUAL RAFTER SPACING 1s" O/C _ 1NUAL FROST LINE DEPTH 3'1ry 2. All interior mile to be Covered with W gypsum bard with metal comes, reinforcing. 120 mph FASTEST W INDSPEED EED Q'I 11 TERMRE MODERATE TO HEAVY Tape, float, and anti (3 coats). 2. Approved connectors, anchors and other fastening devices not Included In the S DECAY SLIGHTTO MODERATE Standard Building Code, Table 2308.1 shall be installed in aaatlant@ With ROOF ROOF NUMBER NUMBER WINTER DESIGN TEMP. 11 3. Walls Common to garage and house to have a layer of 518", fire rated gypsum bard manulecturefs recommendations. PITCH SPAN R OF NAILS at garage side with 5'-0" return on adjacent walls and celting. Manufactured lumber 4;12 12 OF NAILS T ICE SHIELD UNDER- AS PER MANUFACTURERS requires 2layers of 518", fire teed gypsum board. 3. Metal ptales, connectors, scromm, bolts, and nails exposed directly to the Weather or to t 3 3 LAYMENT REQUIRED SPECIFICATIONS / STATE CODE 1 d TL FLOOD HAZARDS subject to all colmslon in COSW areas, shall be stainless steel or hot dipped 20 6 4. All bath and toilet aka watts and ceilings adjacent to wet areas to have Mater galvanized. 24 1 e SOUTHOLD BUILDING DEPARTMENT CAA s 7 resistant gypsum board, or wall ale set on wonderhoord or equal. 2e 4. Where windows and doors interrupt wood sbucWnl pawl sheathing and sirfing, 32 e 1 OCCUPANCY CLASSIFICATION 113 RESIDENTIAL - SECTION 310 BURRING CODE N.Y.S. t DESIGN LOAD CALCULATIONS framing anchors or connectoS shall be provided at the top and bottom of cripple 36 1 USE DWELLING UNIT - SECTION 310 - 310.2 studs, header studs, and at bast one stud at each aide of opening. 5:12 12 16 F 3 2 HEIGHT s e FIRE AREA (so SO. FT. TOTAL MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf 20 d 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION EXTERIOR BALCONIES 140 5. Ridge straps shall be attached to each pair of opposing rafare except where color s p , DESIGN CRITERIA PRESCRIPTIVE DESIGN -1995 HIGH VIAND EDITION WFCM DECKS to of 1x8 or 2x4 lumber is kxxded in upper third of aft space and attach to each pal 24 ze ATTICS WITHOUT STORAGE of ~em. W 32 t 7 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS ATTICS WITH STORAGE 6. UpIM conneckre snail be provided at each m%. baring. 35 f 7 S DESIGN LOAD CALCULATIONS ROOMS OTHER THAN SLEEPING ROOMS 6:12 Z t 3 7 WINDOW AND DOOR SCHEDULE s 3 SLEEPING ROOMS 7. Floorb floorleM-0ownak beprovlded avery48, and every 16"within4'ofexterior 16 All run oeTU sccc eccTVtM •e• cornerszu CRITERIA FOR CALCULATION DEAD L D 25 5 9 NAILING SCHEDULE e s 10 EGRESS A ';U AL WEIGRT9-6T-9WTnIALS A A. B. SIN Plate to Foundation Anchors SYI shall be anchored to the foundation 2e plate 32 ARCHITECTURAL GRAPHIC STANDARDS with anchor oohshavirrgamin. bolt diameter af5l8"and3"z3"x1/5"waehsnl. A 3e 5 11 PLUMBING RISER OYIGRAM minimum of One anchor bolt shall be provided within S to 12 Inches of each and of I 7:12.x2:12 12 6 7 12 FIRE PROTECTION _ SNOW each plate. Anchor bolts shall have a minimum embedment of 7 inches in concarlM 1e 6 a 13 TRUSS DESIGN DRAWINGS _ GROUND SNOW LOAD 15 Ibs. masonry foundations. Anchor bob shall be located within 12 inches of corners and at 20 ± 14 ENERGY CALCULATIONS q4" j spacing not exceeding 1 feet on MAW. 24 SEISMIC 2e e 5 DESIGN CATEGORY B 32 z e e e THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 36 W I N D SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS W IN D SPEED m h GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR EXPOSURE CATEGORY S B GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. w x8221 ° 90 v kD STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WNl OPENxo PROTEC110R OFI10MPH 58ECOMYM?tI OUSiB WINDOW AND DOOR SCHEDULE (MNUNUM MEW ROOF HD(NR:>sl ;SYMBOL MODEL NOWINDOW TYPE CLEAR GL CLEAR GLASS EFFECTIVE PRESSURE .DESIGN DESIGN PRESSURE MULTIPLE SECTION ASSEMBLY: 1/4" I s z rPENfNG AREA • AREA ZONE THICK BOLTS 0 T OC A TW28510 TIILTWASH 8.24 B FWHSW11APLR FRENCH WD. HINGED 34.88 o 23.2 -25.4 40• T-0" X TV" u 93 C FWH31611S FRENCH WD. STATIONAR 18.72 23.2 -25.4 40• T-W X Tom" O o p~ U D AN31 AWNING 1.30 25.9 -28.1 35 M C-2" X 3'4tu Z z E AN61 AWNING 2.80 W7.5010 5 PRESSURE 24.7 J2.4 30• 3'-2" X 8'Bp" Q twt 4 25.9 -28.1 35 M L-2" X 8'$" N t W z F AFFW601 ARCHTOP 4 25.9 -28.1 85 3'-" X V-w G ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED El tAPPROVED EQUAL ° o ° mi CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE 8 COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER B MUST HAVE DP UPGRADE KIT. 'ER E MEETS NY STATE EGRESS REQUIREMENTS TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. CUSTOM GRILLES - SEE ELEVATIONS w ~ p WALL OPENINGS INCLUDING WII,iDOWS AND DOORS SHALL BE PROTECT .L BE PROTECTED WITH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS Z w O WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 8'-0" SHAL P TO B'-0" SHALL BE 212- 0 B WOOD SCREWS AT IS" 0/C, FASTENERS Q = FOR SPANS UP TO v-(r SHALL BE 2 12" - X8 AT 12" OIC. TABLE 301.2.1.2 i BBLE 301.2.1.2 j. O O ALL NARROLINE WINDOWS MUST USE: 12" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 12" X 3W DI ~~A 12" X 3W DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" g HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLI iASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) m O ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE RE PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMESITHE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOA TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 1998 TEST REQ~~I1IREMENTS AS PER NEW Y AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1809.1.4 FOR ALTERNATNE OPENING PROTECTIOI G PROTECTION. w O a rFM p~•A CL"* a Z n Ill UJI SHUTTER ASSEMBLY Ca:7 m N.T.S. FOR PANEL SPANS: 0 <4'-0"WIDE SPAN TABLE 1809.1A oZ$ 23132" APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4') ~ r USE AC GRADE W/ 2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. gz_ LABEL ACCORDING TO LOCATION. 2 M co ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 88x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW 0 18" O.C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 810 TEE NUTS ATTACHED TO BLDG. w/ 810x 1 Yf (W/ WASHERS) MACHINE BOLT 0 12" O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4901bs. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: C-V OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 <4'-0" SPAN. I NOTE ADDITIONS: 1 2x4 STRONG-BACKS 0 24' OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: t 10x3' (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW 0 12' D.C. ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116- AND MAXIMUM PANEL SPAN OF 8-0• SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1509.1.4 AND 1609.6.5 AND TABLE 1009.1.4)'i TABLE 1606.1.4 WINDSORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING INCHES PANEL SPAN s 2. 2'-0' < PANEL 4'-01 < PANEL 6'-0• - PANEL FASTENER TYPE 0' SPAN-4'-0• SPAN<6'-0• SPAN<6'-0• PLUMBING DID ~tP OF _ 2 In' 66 WOOD SCREWS 16 16 12 6 VG DIAGRAM 2112. 00 WOOD SCREWS 15 16 16 12 a to NOTAPPEOUKE A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33'41' OR LESS 16 S8 ~ 8. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 0,551 P~ C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL w l9 CAPACITY OF 420 LOS 6 d i RIDGE RAFTER z USP RS250 AT 21 Q ~ u- i f: I Lu $ i a a z (:K4 RAFTER/RIDGE/RAFTER wrm ar z_ 3 w RAFTER IONG STUDS - IONO STUDS 1U~ v m RIDGE RAFTER STUD STUD RAFTER USP RMB OR (2) RT7 w HEADER z z o TOP PLATE TOP PLATE HEADER USP R3250 AT 21 LISP RT20 USP RS25DAT 1B' USP RT3 - USP RT3 > a s USP LS OR TMU IES J WALL STUD WALL STUD USP 83250 AT 1 USP RS250 AT 17 eou~cnoN USP PRODUCT NU~ O 0O JACK STUDS - JACK STUDS A RAFlEILR GvmF7ERWfINCT• RS25021" ._7 i RAFTEWRID9EIRAFTER WITHOUT CT RS260 21" - LSSH179 m B RAFTERMLATEISTUO RT20 0 i RAFTERIPLATE ffNSw(2)RT7 A7 RAFTER/RIDGE/RAFTERwrocT ©RAFTER/PLATE/STUD B PLATFJSTUD RS250 IV ~RAFTERIPLATE PLATE/STUD _C HEI C HEADER/STUD HEADER/JACK C HEAOEMSTUD R13 : I kEADERIJACK STUD RS25017 D FLOOR TO FLOOR KLFTA w RS25D 3C E STUDIPLATE/SLL RS250 3S FWXI sTUDmuTE RS250 1S PLATEISILL MPSF F ANCHOR BOLTS STB1e O POSTANCHOR FOR DECKS PAU SERIES CD m I POST ANCHOR FOR COVERED PORCHES CBE SERIES o 1715 OR 27A- IV OIC COLLAR TIES MIN. OQ Z g z r` Q ~ cl) m POST 10 USP CBE P.C. FODTBIG 2ND. FLOOR WALL STUD 2ND. FLOOR WALL STUD 1ST. FLOOR WALL STUD 1ST. FLOOR WAL 1ST. FLOOR WALL STUD 2ND. FLOOR PLATE 2ND. FLOOR PLATE SUBFLOOR SUBFLOOR POST ANCHOR FoR COVERED Ma CHEB RIM BOARD RIM BOARD 1ST. FLOOR PLATE 1ST. FLOOR PLA' 1ST. FLOOR PLATE - SUBFLOOR SUBFLOOR - USP KLFTA USP RS250 AT 38' SUBFLOOR USP RS250 AT 38' USP RS250 AT 15 USP RS25D AT IV 1ST. FLOOR TOP PLATES 1ST. FLOOR TOP PLATES RIM BOARD RIM BOARD - RIM BOARD DOUBLE SILL PLATE DOUBLE SILL PU DOUBLE SILL PLATE POST LISP MPBF 1ST FLOOR WALL STUD 1ST FLOOR WALL STUD FOUNDATION WALL • • FOUNDATION W/ LISP MPBF FOUNDATION WALL USP PAU ~ i Lill I• I P.C. FOOTWG 1 /~FLOORTOFLOOR ~D FLOORTOFLOOR ~STUD/PLATE/SILL E STU E STUD/PLATE PLATE/SILL G POST ANCHOR sazz 1D Q a