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HomeMy WebLinkAbout33033-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector TOWn Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33163 Date: 07/21/08 THIS CERTIFIES that the building ACCESSORY Location Of Property: 195 VILLAGE LA ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 18 Block 5 Lot 8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 3, 2007 pursuant to which Building Permit No. 33033-Z dated MAY 15, 2007 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 ACCESSORY GARAGE/ARTIST STUDIO AS APPLIED FOR. The certificate is issued to ELIZABETH J PEYTON & ANOTHER (OWNER) of the aforesaid building. SIIFFOLR COUNTY DEPARTMBNT OF HSAI,TH APPROVAL N/A ~•A~'~+ICAL CBRTIFICATB NO. 2042436 05/13/05 PLDNIDSRS CERTIFICATION DATED utho ized ignature Rev. 1/S1 06/05/2008 13:49 2126275261 GBE PAGE 01 P4i~1 06-04-2008 93:49 SOUTHOI.D 6tIIlDING DEPT 1631'r6S9302 Form Nv. 6 TOWN OF pOUTHALA BU II,D tN(:1)~1'AK't'MICN7' TOWN HALL 7R5-1Rrt2 Ap)Pi,.iCAT10N FOR (Ti,RTIFIC•ATTo OF OCCUPANCY 'Chia appliastlon mttsl bo tilled in by typewriter or irtk and subm9ttexl W the l;uilding 9~tarttnent with the fo11m'in8: A. For new buLdiw; er new user 1. Final survey of property with accurate ltx:utioa otall huildinga, property litres, atreda, and unusual sutural nr topograpliio fcaturos. 2. Final Approval fntaa health i)ept• ofwator supply artd smweaage-disposal (S-9 form). 3. Apprctval of nlcctrical lnatallation fmm Board of Fire Underwr[ters. 4. Sworn aWCment from plu+ttber cenlfyin2 that the anlderwed in system amwine k+ta than 2/90 of 15i load. S. Commeroial intilding, induatrirl bu{ldirtg, multiple rutddwneue and rflmilar tataildinga and inata-laritma, a txrHtlcate of (:ode (:omplianee 1)um xrehila:l or cngirw'a n>aponsiblm Liu the building. 6. Submit Planning Anarcl Approval of completed site plan requiremeltts. B. For mdsting ba0 dloga (Prior to April 9,1937) Mon~coafortmaiog oaas, or b.1ldiMgm sad "prresiafing" brad noes: 1. Acattrtde sun•ey of property showing all propety lines, staeeRa, bu11t5ng and tultutwl tnttrral or topn~apldc featutea. 2. A pruptxly ctt mpicteal n}1Jtliuatinn vtt<I umwml In inltptx:t xigrtud by thu applicant, !f a CertitIeate of ta:CUpara;y is tlt•nitxl, the H didinu Tnuptxlor shell Stxlc ihu rwt+ourta lhcrcfcn' na writing to the applicant. C. Fecs 1. Certificate of t)ccttpancy -New dwelling 525.00, Addltians to dwelling S25,UU, Alltxatioas to dweLutg 525.00, .Swimming lx~ol 525.00, Awessnry huilding 525.f1t1, Additfgns Iv at.tx~atrry buihiln$ $ZS.OU,13uaines,tes SS0.00. 2, t:kriiGaatn t>i'Uccupanoy un ptu-cxiritng liulldLtg - S1W,W 3. CvpY of Ctatii3catu of Oaouptutcy • 5,25 4, Updtltnxl Gort:.fioatm of Uccupnrtuy - SSU. W 5, 't'emporary C~:rtitieate of (kcupartcy - Realdent1a1515.0U, ('ommoraial $13.00 MMhh Aatc. ~t1~1.. ~ 1 ~ IJIJ ~ .. . Ncw Cunatrumtinn: _ Uld or Fre.eaisting+$uildittg: _,,,, ~~ (chwk unu) Location of Prttlrarty: I~ S ~i C (a ~ Lone tiouscNu~ Stte~atp .. .._,__.... llatnlet Chvner or t)wners of }'nrptaly: ~~? b~ `" n _ ..-- _- ... Suffolk county Ta>< hlap No !000, Swliun ~ ~ Hlock , ,5 __ Lvt ~... Subdivision„ R ~ ~' ., _._,._ _. r51cd Map. T.oty:~_~y~ ,l ~ --- Permit No, ~~.'. ~ g Aate of Purtnil. `ql ~6C Applicant: E jl. ZA.7PJ,~,lt].!' FTwdth t)ept, Approval: aQ ~ h ~'(~, ...._.. [rndanvtitecs Approval: ~.. _ _ Planning Hoard Apprcnral: ....__,_, Rrxlueal fur: '1'mmporuCy Certificate „ pinnl CcrtifitmW: ~ , (cheek one) t+ae Submitted: S_~S. Q_ G ~7 / ~ Applioaot 8ignaiwru . 06-05-2008 13:54 SDUTHDLD BUILDING DEPT 16317659502 PRGE1 ° [PC.I@.l~ CnCn C.l@.l~ rJ'~ [n [.l~ CnC. rf~lCnCn LnLnLnLncnLPr2nCnLl~C.I~LI~CnC.I~ c^° 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS C5 5 40 FULTBON STREEOTF NEWCYORIK,I NY 10038 5 CERTIFIES THAT Upon the application of upon premises owned by 5 5 BRIAN BROOKS ELEC. INC. ELIZABETH PEYTON 5 c BOX 1001, 455 BEEBE DR. 195 VILLAGE LN CUTCHOGUE, NY 11935, ORIENT, NY 11957 5 Located at 195 VILLAGE LN ORIENT, NY 11957 Application Number: 2042436 Certificate Number: p042436 ~~+ Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a occupancy, wherein the premises electrical system consisting of 5 C~ electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, garage/studio, Detached Garage, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard S 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to bel3fihcompliance th~@-(ei'HPO~t the Day of 5 5 Name ~ Ra[e Ratine Circuit _TX~e 5 5 Appliances and Accessories ~' Furnace 1 0 Gas 5 5 Exhaust Fan 2 0 F.H.P. 5 Panels 5 1 ao 8 5 5 Wiring and Devices 5 Outlet 2 0 Fixture 5 Fixture 2 0 Incandescent 5 5 Outlet 15 0 General Purpose 5 Receptacle 12 0 General Purpose Switch 2 0 General Purpose 5 5 Lighting track 68 0 ft 5 Dimmers 5 0 5 5 5 5 Sea, 5 5 1 nt I 55 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 C1~ C~r~CPC~ C1~ r1'cP C.nC1C1~[1CnC1rJ'rnC.n C1~Gl~ rJ'~ D TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN H.' L SOUTHO D, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined /~, 20O'tr Approved ~O ,20 0 7 Disapproved a/c Expiration //~ , 20 Q6 8 2004 BUILDING PERMIT APPLICATION CHECKLIST ~e-n~TZ ~l 3303 PERMIT NO. v 7 ~ Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Septic Form N.Y.S.D.E.C. Contact: Mail to: C C u/it2~L~ P~.6~X 93~ ~~~~~ Phone: ~,3 ¢ - 4' l ~ J~ uilding Inspector APPLICATION FOR BUILDING PERMIT Date ® 67 6¢ , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted tp 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. £ 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 urterim, the Building Inspector mdy 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 regy~at~ s, and to admit authorized inspectors on premises and in building for necessary inspections. ~ // /J~ ~ ~ ~~ (Signature of applicant orlname, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, gent, architect engineer, general contractor, electrician, plumber or builder Name of owner of premises ~~/ Z f} (~EZ~'1 TDB ~ l d.V Y ` (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. Plumbers License No. Electricians License 1` Other Trade's License No. 1. Location of land on which proposed work will be done: House Street (/2 /, Hamlet County Tax Map No. 1000 Section / (J Block D$ Lot d 8 Subdivision Filed Map 1Xp;:: Lot ~ (Name) 2. State existing use and occupancy of prem/i?sesd and intended a and occupancy of proposed construction: a. Existing use and occupancy 1..~'J' I ,E ~ ~q{G ~ b. Intended use and occupancy Nature of work (check which applicable): New Repair Removal Dem 4. Estimated Cost Fee 5. If dwelling, number of dwelling. units If g8rage, number of cars 6. 7 If business, commercial or mixed occupancy, specify nature and extent of each type of use. ~~ pL~~ f Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front ~E ~ SRe~ (/ ~ i)P„rh (To be paid on filing this application) Number of dwelling units on each floor 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ ~ D 12. Does proposed construction violate an/y~zoning law, ordinance or regulation? YES NO~ 13. Will lot be re-graded? YES_ NCX/ Will excess fill be removed from premises? YES Nd~ ~uZ.a~s~r~ PEyTaa (9S v~u9~~ t,4NE 14. Names of Owner of p~ises 7~N J uJ Address orZr (w T Phone No. 3 Z.>' ' 7 2 Z Name of Architect /}~ K ~ C rirvA2T•~ Address PO llox `l3 Phone No .3 - / Name of Contractor Address 4 v Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE ij~EQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO-~'~-(t * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COiTNT'Y OF~ ~rttv/~ C ~~2TZ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual sigiin~ contract) above named, (S)He is the 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. Swo~to before me this ay of 20 Notary Public LYNDA M. BOHN NOTARY PUBLIC, State of New York No. 01606020932 Qualified In Suffolk Couri~- Term Expires March 8, 20.E Sr iatur f Applicant Addition Alteration Other Work (Description) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30627 Z Permission is hereby granted to: ELIZABETH J PEYTON Date SEPTEMBER 10, 2004 PO BOX 540 ORIENT,NY 11957 for DEMOLITION & RECONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 195 VILLAGE LA ORIENT County Tax Map No. 473889 Section 018 Block 0005 Lot No. 008 pursuant to application dated SEPTEMBER 8, 2004 and approved by the Building Inspector to expire on MARCH 10, 2006. Fee $ 75.00 ~ ~ Authorized Signature ORIGINAL Rev. 5/8/02 3303~~ M (~ uS~~ f ©# y • ~~y~OUNfr,~` TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE 8~ CHIMNEY [ ]ROUGH PLBG. [ ] 1 ULATION [ FINAL ~7~-it/~C~ [ ]FIRE SA ETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE ~ ~ 0 INSPECTOR ~o~y~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] IN CATION [ ]FRAMING /STRAPPING [ FINAL ~ Cry [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION REMARKS: DATE ~ ~`~ ~lO INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ~o FOUNDATION (1ST) _ ., H ~ FOUNDATION (2ND) - 9 C > n ~ h \ ~ ~ O ~. H ROUGH FRAMING & ~ PLUMBING . ^~ s INSULATION PER N Y r ~ . . STATE ENERGY CODE H S' ~ ---~ (J ~. ~- FINAL ADDIITONAL COMMENTS ~~ Y- .~ Z ~O Z m 1 z ~ .., t ., O ' ~z G x \ I y x d t=1 ro y (.~J l~ l/" °~~ ``~~~%. ~~ .>.>= Mark K. Schwartz, AL4 -Architect, PLLC F.o. ~ 933 Cutcho8ue, New York 11935 July 16, 2008 Southold Town Building Department Main Road Southold, New York 11971 Re: Additions and Alterations to: Peyton and Just Gazage 195 Village Lane Orient, New York To Whom This May Concern: Phone: (631)734 - 4185 Fax: (631) 734 -2110 A self~ontained Weil-McLain (model #AHE45 -85.3% efficiency) propane fired heater was installed in the south-east corner of the gazage. The unit was vented out the south side. I have completed the NYS ResCheck Energy Compliance Certificate. To the best of my knowledge, the building insulation and slab insulation has been installed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Peyton&JusdnsulCertdoc Very truly yours, a~~': ~'ic: Mark K. Schwartz, AIA -Architect, PLLC P.O. Box 933 Cutchogue, New York 11935 February 10, 2005 Southold Town Building Department Main Road Southold, New York 11971 Re: Peyton and Just Property 195 Village Lane Orient, New York Bldg Permit #30627 To Whom This May Concerrt: Fhone: (631) 734 - 4185 Fax: (631)734 - 4185 ;-g I I have been to the aforementioned site several times and have inspected the framing/strapping and insulation. This work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Mark Schwartz ~g I 0 Peyton&Just2.doc ~. ~~/~s, :4.. Mark K. Schwartz, AIA -Architect, PLLC P.O. Box 933 Cutcho8ue, New York 11935 December 14, 2004 Southold Town Building Department Main Road Southold, New York 11971 Re: Peyton and Just Property 195 Village Lane Orient, New York B1d~Permit #30627 To Whom This May Concern: I5 Phone: (631)734 - 4185 Fax: (631)734 - 4185 Due to the current delay with the Building Department inspection scheduling, the Owners and the General Contractor of the aforementioned project have asked me to complete foundation inspection to avoid project delays. I have been back to the site and inspected the poured concrete footings and concrete block work at the aforementioned property. This work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Mark Schwartz Peyton&]uatl.doc REScheck Software Version 4.1.4 Compliance Certificate Report Date: 07/76/08 Data filename: C:\Program Files\Check\REScheck\PEYTON-JUST.rok Energy Code: LocaBon: Construction Type: Heating Type: Glazing Area Percentage Heating Degree Days: Construction Site: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 8% 5750 Owner/Agent: PEYTON & JUST GARAGE ORIENT, NY Designer/Contractor: MARK K. SCHWARTZ, ARCHITECT PO BOX 933 CUTCHOGUE, NY 11935 734-4185 Ceiling 1: Cathedral Ceiling (no attic) 400 30.0 0.0 14 Wall 1: Wood Frame, 16" o.c. 640 15.0 0.0 36 Window 1: Wood Frame:Double Pane with Low-E 11 0.330 4 Window 2: Wood Frame:Double Pane with Low-E 39 0.350 74 Door 1: Solid 128 0.400 51 Floor l: Slab-On-Grade:Heated 80 10.0 59 Insulation depth: 2.3' Boiler 1: Gas-Fired Steam 85.3 AFUE The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this pa e,.~ltey are attesting that to the best of his/her knowledge, belief, a rofessional judgment, such lane or speciflcati ~ n 'n co p i r e h its Code. ~, T~ Q Name-Title ~~'~ ~&4 << ~ ~l.~fy,..y~~ Signature Date Project Title Report date: 07/16/08 Data filename: C:\Program Files\Check\REScheck\PEYTON-JUST.rck Page 1 of 1 Compliance: 1.7°h Better Than Code Maximum UA: 181 Your UA: 778 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33033 Z Date MAY 15, 2007 Permission is hereby granted to: ELIZABETH J PEYTON PO BOX 540 ORIENT,NY 11957 for DEMO & RECONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. THIS PERMIT REPLACES BP # 30627 at premises located at 195 VILLAGE LA ORIENT County Tax Map No. 473889 Section O18 Block 0005 Lot No. 008 pursuant to application dated MAY 3, 2007 and approved by the Building Inspector to expire on NOVEMBER 15, 2008. Fee $ 75.00 ORIGINAL Rev. 5/8/02 Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Frogram Files\Check\MECcheck\Peyton&JustAccessBldg.cck TITLE: Anthony Just and Elizabeth Peyton COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 02/03/05 DATE OF PLANS: Febrtuary 02, 2005 PROJECT INFORMATION: Peyton and Just accessory building 195 Village Lane Orient, New York COMPANY INFORMATION: Mark K. Schwartz, AIA -Architect, PLLC P.O. Box 933 Cutchogue, New York 11935 COMPLIANCE: Passes Maximum UA = 158 Your Home = 156 1.3% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling (no attic) 440 30.0 0.0 15 Wall 1: Wood Frame, 16" o.c. 640 15.0 0.0 36 Window 1: Wood Frame, Double Pane with Low-E 66 0.320 21 Door 1: Solid 112 0.280 31 Floor 1: Heated Slab-On-Grade, 6.0' insul. 80 14.0 53 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The Proposed systems have been designed to meet the New York State Energy Conservation Constmction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 02/03/05 TITLE: Anthony Just and Elizabeth Peyton Bldg. Dept. Use Ceilings: 1. Ceiling 1: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walla: 1. Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Woad Frame, Double Pane with Low-E, U-factor: 0.320 I For windows without labeled U-factors, describe features: ~ # Panes Frame Type Thermal Break? [ ]Yes [ ] No I Cotments: I ~~~ [ ] ~ 1. Door 1: Solid, U-factor: 0.280 I Comments: I I Floors: [ ] I 1. Floor 1: Heated Slab-On-Gtade, 6.0' insulation depth, R-14.0 continuous insulation I Comments: ~ Slab insulation to extend down from the top of the slab to at least 6.0 ft. OR down to at I least the bottom of the slab then horiwntally for a total distance of 6.0 R. ~ Exterior insulation must have a rigid, opaque, weather-resistant protective covering that I covers the exposed (above•grade) insulation and extends at least 6 in. below grade. Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage mustbe sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warn-in-winter side of all non-vented framed ceilings, walls, and floors I Materials Ideetification: [ ] I Materials and equipment must be installed in aceordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in wrconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Dud Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-pluscmbedded-fabric, or tapes. Dud tape is not permitted. Facception: Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in. w.g. (500 Pa). Duds shall be supported every 10 feet or in accordance with the manufacturer's instructions Cooling duds with exterior insulation must be covered with a vapor retazder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. ~ Fireplaces: [ ] ~ Fireplaces must be installed with tight fitting nomcombustibte fireplace doors. [ ] ~ Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction ~ provisions of the Building Code of New York State, the Residential Code of New York State or ~ the New York City Building Code, as applicable. ~ Service Water Heating: [ ] ~ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the ~ water heater has an integral heat trap or is part of a circulating system. [ ] ~ Insulate circulating hot water pipes to the levels in Table 1. ~ Circulating Hot Water Systems: [ ] ~ Insulate dreulating hot water pipes to the levels in Table 1. I ~ swimming Poole: [ ] ~ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% ~ of the heating energy is from nondepletable sources. Pool pumps require a time clock. I ~ Heating and Cooling Piping Insulation: [ ] ~ HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the ~ levels in Table 2. Table 1: Minimum Insulation Tkickness jor Ctirculating Hot Water Pipes. Insulation Thickness in Inches by Pip e Sizes Heated Water Non-Circulating Runouts Circulatins Mains and Runouts Temperature (F) UD IO 1„ to 1.25" 1.5" to 2.0" er 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 I.0 Table 2: Minimum /nsulation Tkickness jor XVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pice Sizes Piuing System Tykes Ranee (Fl 2" Runouts 1" and Less 1.25" to 2" 2.5" [0 4" Heating Systems Low Pressure/I'emperature Low Temperature Steam Condensate (for feed water) cooling systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 ?,tty 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Town Hall, 53095 Main Roud P.O. Box 1179 Southold. New York 1 197 1-0959 March 27`h. 2007 Elizabeth J. Peyton P.O. Box 540 Orient, N.Y. 11957 RE: 195 Village Ln. (demo/redo accessory garage) SCTM: 18 5 8 Dear Ms. Peyton, Fax (631)765-9502 Telephone (631)765-1802 2"'D NOTICE Please be advised that your Building Permit #30627 issued September 10th, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of 75.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, ~o ~OF SOUTyI # 'F ~ ~~~~{~ `~OOUNTY,~;~'` BUILDING DEPARTMENT TOWN OF SOUTHOLD SOUTHOLD TOWN BUILDING DEPT. Town Hall. 53095 Main Road P.O. Box 1179 Southold. New York 11971-0959 October 6th, 2006 Elizabeth J. Peyton P.O. Box 540 Orient, N.Y. 11957 RE: 195 Village Ln. SCTM# 018 0005 008 Dear Ms. Peyton, J ~~o~~OF SOUTyI ~# # ~ ~ ~' ,o • i0.4' 'o~~COUNIV ~~ ;,r >..~ , BUILDING DEPARTMENT TOWN OF SOUTHOLD Fax (631)765-9502 Telephone (631) 765- 1802 Please be advised that your Building Permit #30627 issued September 10th, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $75.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. 4 4 ~~ ~P N. B3.392p" M, ANY ALTERAT/ON OR ADHQITION TO SURVEY /S A VIOLATION MAIN RD. EXCEPTTAS PER SECTION 7209 YSUBD/V/Sl IG 2~ ALLT CERTIFICATIONS (K Y.S. Rte. 25) HEREON ARE VALID FOR ~H/S MAP AND COPIES THEREOF ONLY lF SA/D MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED BY" MUST BE USED BY ANY ANJ ALL SURVEYORS UTIL/ZING A COPY ti~ OF ANOTHER SURVEYOR'S bfAP. TER S SUCH AS %NSPECTED" AND "BROUGHT - TO -DATE' ARE NOT /N COMPLIANCE W/TH THE LAW. Nio~F I N11,~/F C.. WACySB~gGER AREA . f3;8~J5 s¢ ft fence `~-~ /40,45' SURVEY OF PROPERTY A T OR/ENT TOWN OF' SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 18 - 05 - 08 Scale: 1" = 20' June 5, 2001 - CERT/PIED TO+ [(' ELIZABETH PEYTON ANTHONY JUST FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK ..4 OF Ng~,y ~, ~' " '~` .Y.S LIC. IQO. 496/8 s, P c. ~ AX (63N T65 - 1797 ' R STREET N. Y. l187/ F, B ., r n -#- ,_~ ~O ti -] a ,O M _,, ~ N ~~ _i a` -~~ .' ~ _:~NC, Stz9l3 Af3avG - 1_ . _ _ - --- - _-~±- t~ 3u _ _ ~~-`~CEUPA j USE IS U ___ ~~I~T, ~A,• OR s' 3 ~, WFUL -~ < _ APPROVED AS NOTE- DATE: ° ~ . B.P. / ° ~ i ,• I FEE: BY: ~~-~ NOTIFY BOLDING DEPARTMENT AT 765h1 8 AM TO 4 PY FOR THE INSPECTION'S: 1.yIt0 NDATKNV -TWO ~UIRED 11a POURED CONCRETE 2•'F~ GH -FRAMING 8 PLUMBING 3. I LATK)N T - CONSTF 'TION MUST LETE F ..0. . i•. ALL TRUCTi'~r_ SNALL MEET EMENTS OF T;~E CODFS OF NEVI I. YORK STATE. NOT RESPON' ,dLE FOR ,` i O~SIGN OR CANSTRUCTK>r, ERRORS. ~~H~~-~ ~~"~~ ~Fl~i~~~-caxicx OF OCCUPANCY '`~°' - ~oLt N ~~~ I o r~l ~c~A N '~~Nr ~'_p~ ~IVO~Ofi o4 UNDERWRITERS CERTIFICATE REQUIRED FL(~~D 7(?'\'E~_ COhi~~~_Y WITH CHAPTER "46" FLOC. ~ !-?An.~A(;F PREVENTION SOU I ~ ~~ ,~ni~~i ,,ODE. CONSTRUCTION SHALL ME THE REOllIR~h'~~ITc o ~ Tate coc-Fs >x d Ys . FRAMING U~ESD'RVIEY ' I OF FOUNDATION LOCATION /` A HAS BEEN APPROVED. ~ n~y~ RETAIN STORM vVATER r.;NC F PURSUANT TO SECTION 45-10C - OFTHE TOWN CODE. ~~ 'IFICATION OF & COQ'^~EC~ IONS F,~Jt2cp:_ .. 1 rr ~~5 _ ~? Av,L~j _ .nw~1 ,e w 4~ -- - - - itw41 ' " •-•x,11 ~~ - .. _~~1~ ~EnX 2D4i ., ., ~ a coy~r2~T~ _ ~u5t3. - ~~ . ~. ~U ~ . ~ b .. r-- / ,I • ! PULL . ~ _ ~ srara „ -- -- \ ~-~ . ~a ' -2-1~4x 11~~~ ~ _ 2-13~¢X 117~~ .*., _M1~~~ K.._Sc.NW8t2~"~y ~41A - - c`~i~~'F=~1'Lr~ T T' L L _~-~o~ J33 ji 4' ~7=~!~l ~-,~~ sT GA ~a~= C~1~-_~LT - NrV~/ YaI~K --- - P L A N S ~ ~, ~i~ 7~-_ ~~~~~T j Q N ~T ~~u~T~~~N MARK K. Sc~{'WA tzTZ, A ~~4 - C~EYTVrJ d J UST C7A-ZAG E __f'.O. BOX °~33 OC~I~!~lT~ . NEW YDIZIL G~Tc tfo~~E N`f 1135 _ . /Q31- ~34-4105 E~.EV~ r ~oN,~ . 1._lT_E-~ _ ~l~_~~~_T 10t~1 -Nk4[~K. s~ti ~~12 fZ. A ~~4 - t~Yrar~l ~,J u sT ~IeAC E ~c~ LI~S.~._~t~ l~ 1 °~5 V I L. LACE I.A N~ _ P c1:8~X- X33 o~~N_T NE~/_ `(orZIL GuTcHvG 1 NY 5 13 L~ _ ----- __G3~-=7.~4_-4.185 ~ t.~ E Y_A T ~ o N s q ~~~ .., ~,giz K" K. ~F}vJs~RT2, ~4 t,4- t~Yla-~.~~ST GA tai E A~CI~I fi~fi PtJ- G 1'O>~ ~CI_LI~ C~~ _L.~1 NE -- ~-~~ ~3 3 o1Zt~-4T~ _ NEW _Yo ~ ~ _ CU _o~~E,__NY_.11~5 6_~i- -734 ==4 ] ~ 5 - 5 ~~~'I o N J ~~w I ~t~~~ ~O'r'~(`'~ ~ ~l f` WIND FRAMING NOT 1 1 ). RIDGE-TO-RAFTER ASSEMBLY: -1 /4' x 20 gauge strap shall ba anarhed to each pair of rafters in ; W hen a cellar tie is used in feu of a ridge strap, the number of tOd CONSTRUCTION NOTES: in each end of Me cellar Ge need not exceed the tabulated number 1) The inlurmatiun within this sal of wnstNClion duwmenls is caroled to basic design 2 L fi ). RAFTER-TO-WALL ASSEMBLY: ateral framing and shear wall connections for rafter, ceiling or W! tule intent and framing derails. They are intended as a construcBw aid , not a subs When a raRer ar truss do not fall in line wi ordance to table 3 3 for generally accepted good building practice and wmpliance with moment New York a State building modes. The General Cwlrador is responsible for providing standard o . . cc r busses shell be attached to the wall top plate and the wall top p'~ conswclion details and procedures to ensure a professionally finished, structurally t s he to Me wall stud with uplift wnnections. Roofs overhanging the i hall be wnneUed with upliR connections in awordance with table .,...~ sound and a weaMerproof completed product 2). The General Contractor is responsible for ensuring that all work and constroction 3 county and local modes, ordinances and regulelions, etc. meets current federal state ). WALL-TO-WALL ASSEMBLV: Wall studs above and studs below a Boor level shall be attached wiM uplift connections in , , These codes are to be considered as part of the spedfiwtions for this building and a s ccortlance wiM table 3.36. When wall studs above do not fall in line with studs below, the tuds shall be attached to a wmmon member in Me Boor assembly wiM uplift connectors in should he adhered b even if M variance wiM the plan. a ccordance wiM table 3.3. 3). Dimensions shall take precedent over scaled drawings. IDO NOT SCALE DRAWINGS). 4 ). WALL ASSEMBLY TO FOUNDATION: Firs) wall studs shall be wnrreUed to Me Iwndation, sill plate, or bottan plate wiM uplift 4). The designer has not been engaged for wnstruction supervision end assumes no f i i i f wnneUOrs. Steel straps shall have a minimum embedment of 7 inches In conuete 16 indtes in masonry block fwndations, or lapped under oundatw and slabon-grade ty or b l responsibithy for wnstroction coordinafing wiM these plans, nu respons sequences, or procedures, u for safety t techniques methods construction means , he plate and Waled in acwNance wkh table 3.3b. When steel straps are lapped under Me , , , precautions and programs in connectlon wiM the work. TM1ere are no wamandes for a bottom plate. 3 inch square washes shall be used with the erMJ!or belts. Anchor bolt specific use ezprcssed or implied in Meuse of these plans. spacing Is to be spaced and sized inacwrdance to table 3.2a. In addition to spacng, anchor belts are to be spaced between 6-12 inches from Me end of a Sill plate end all 5). Refer to the Window and Door schedule for exleriu openings. wmers. 6). The General Contractor is to ensure Mat masonry or prefabrected fireplaces meets d ' S). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I extern shear walls wiM a minimum of Ili 6 inUr wood structural panel w the exterior es. s spedfications and applicable co or exceeds manufacture attached with Bd common nails at 6" o.c. et the panel edges end 12' o.c. in the Beld, and 7). The General Contracor Is to wnsult wiM the owner for all built-in Rams i t 1 /2 inch gypsum wellboaM w Me interior attached with Sd cooler nails al 7' o.c. al panel edges and 10" o.c. Mthe fiddshall be in acwrdance wiM Ote HngM requirements specified ms, e c. cash as bookcases, shriving, pantry, Uosels, V in table 3.i5a-b. 8). Wind load requirements shall be taken into ecwunt during wnstmdion. PE II EXTERIOR SHEARWALL CONNECTIONS: 6). TY FOUNDATION NOTES: Type ll exterior shearwalls shell meet Me requirements of table also-b times Me appropriate length adjustment factors in table 3.16. 1). The General Conhedor and Mason to review plans, elevations, details end rwtes to determine intended heights of finished floor(s) above typical grade 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewag Hnglhs provided in table 9.14 shall be permitted to be increased when 2). All lovungs to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in awordance with 2.4.4.2 and 2.2.4 respectively. 3). Provide 1/2"expansion join) material between wncrete slabs and abutting wncete or masonry walls ocwring in exterior u unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header andlu girder wnnectlons shall be attached-wiM upliR.wnnecAians in awordance 4). Any new concrete walls being aharhed to ezisfing conaele sWUure shall with table 3.6. Window sill platesshall be have sled wnneUOrs in acwrdance wiM table he installed with iW re-bar, 18' long at 12' o.c.. Use approved epoxy for installatlon. 3 6 6). Unless otherwise noted, all slabs on grade Io be 2500 p.s.I.. Concrete to be g), CATHEDRAL CEILINGASSEMBLV: poured on 4 inch Mick sand or gravel fill whh 6x6 wire mesh reinforcing. Interior slabs Where a ridge is la be used as a sWUUraI beam, Me rafters shall either be Welched and to be minimum 3-1/2 inch (hick. anchored an top of the beam or slope wnneuors shall be attached to each rofler-to-ridge along the open ceiling part of Me building. Connections to the ridge and wall sha8 !u be 61. Crawl spaces to be provided whh a minimum 18'x24' access opening. Install one attached with Me above requirements. 8x16 most iron foundation vent for every 160 sq. fl. o/area. 4 f DECKAND COVERED-PORCH NOTES: 06 o 7). Damppreol exterior of fwnda8on with biWminws coa8ng as per section R Residential ConswUion Code. A 6-mil pdyethylene film shall be applied over Y N S 1). Unless otherwise noted, dl freming material N be #1 ACO pressure treated lumber. . . . the below grade porOw of exterior walls prior to backfilling. All fasteners, hangers end anchors to be geNinized u stainless steel. 8). Drainage as per section R405 of N.Y.S. Residen0al CwsW lion Code. 2). Girderslu deck joists to be (2) 2x10, bolted to each post with washers and nuts. Girders on concrete piers shall be anchored wiM proper steel conneUars anchored FRAMING NOTES into wncrete with a minimum 12" da x 7' long anchor Noll wiM washers and nuts. 1). All framing technques and methods as presviptlve design of 1985 SBC High Wind 3). Posts supporfing Birders shall be anchored to a 12'x12"x12" thick conuete footing. Edition Wood Framing ConslmUion Manual. Use a minimum 112".die x 7" Iwg anchor boll wiM washers and nuts. Footings Shall 2). Unless otherwise noted, all framing and structural wood material to he #2 +BTR. be 4 ft. below grade. Douglas Fir. 4). Deck joists to have blocking at e'0 o.c.. 3). Floors, walls, ceilings and raflera H be spaced at i6 inches o.c. unless noted 6). A minimum of 10 inch Bashing shall he installed between Me building and ledger. otherwise. Ledger to be fastened H bulding wiM 1/2' die. bolts with washers and nuts 41. Unless otherwise noted ,all bearing wall heatlers to be (2) 2x10 #2 +BTR. Doug- Fir. ~1Bra needed. Bearing wall headers to have (2) jack surds and (2) WII IengM sluda w each side of all 6). conuete piers shall be a minimum 6' above grade. openings. LVL headers to have (3) jack etude and (2) full length studs on each side of openings. Bearing wall window sills shag also have (2) window sill plates fu 2x4 wall 7). All joists to be supported with hangers and anchors. Each Jdst shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openngs between 5'11 and 8'g. Provide fire to giMer(s). and bloUking where applicable. e). Covered Roofs shall be assembled and anchored the same manner as a typical building. 5). All Bush beams/headers to be installed wiM heavy duty galvinized hangers and PLUMBING NOTES anchors where app6wble to aB wmecting jdaH. 6). Double up Boor joists ~.rndu walla Mat run parallel [o Me Boarjoisl and under bathWbs 1). All water supply, drainage and ven8ng to be installed as per N.V.S. Residential Flwrs to have wramic file installed shag he'verified for proper load capacity unless noted CansbuUion Code. vn plans. 2). Verify septic system with Me Engineer for Suffolk County HeaIM Department approval. 7). Provide blorkingPoridgi^g in Bwrjdsls at e'g o.c.. Use wlid blocking in Bou joists 3). If wall studs, plalec a joists are cut out during installation for any plumbing related work, under all bearing walls. provide adequate bracing and plates to proteU and severe Me structure. Verify whh the Install drag blocking as ve venH between rafters fB t i l ti b state code and manuHUUre's rewmmerda6on lu maximum hole size and sparing permiltrL. . nsu on a es a sa el. Provide a needed. HVAC SYSTEM NOTES 9). Unless oherwise noted, all roofs and walls to have a minimum 112' Mirk, 4-ply Fir 1) Mechanical subwntreruor is responsible far adhearing to all applicable modes and safety CDX extena sheathing grade plywood. Plywoodta rover over plalec and headers. requirements. 10). Unless otherwise noted use 3/4" Mick T8G PTS FIr u Advanterh plywood subflwr 2) HVAC subwntrador fsto fully wudinate aB system data and requirements wiM the adhered wiM PL400 adhesive and eaewed to flwr josts. Finished Boor to be IncHlled equipment supplier. aver subeou as per manu(acWe's irwWCtions. 3)' HVAC subcontractor to provide final system layout Brewing and submit it H Me General 11). All bathroom walls to have 12'thick mdslure-resistant sheelrock. Ga a walls and rag Cmlrector and owner Her final review and approval. wirings and over furnace to have SIB" Mirk type-x sheeuwk. All other parts of building to Wawa regalar 1rr aheetrodc. NI wawa to ba tapsd and fidahed. ELECTRICAL NOTES: 12). All roof wiM a pitch less Man 4:12 shall be installed with an Ice 8 Water barrier or 1). All electrical H be installed as per N.Y.S. Residential ConslruUion Code. approved equal. FHt roofs shall be applied wiM a Fiberglas base sheet wiM en EPDM All eleurical work shall bn approved by a qualdiad UMerwriter. 2) torch down type materialover. . 13). All sill plates and wood in wnHU wiM conuete to be pressure treated. Sill plates H 3i. MsHll Smoke ddeUas and Carbon Monoxide deteuors throughwt ec per sediw R317 be installed wiM a foam siB gasket and cop-r-Hx termite shield or approved equal. of N.V.S. Residen8al ConsWdlon Code. PLAN CONTENTS: OCCU ANCY CLASSIFICATION 3 51 NTIAL BUILDING USE BUILDING HEIGHT TOTA SO. FT. OF NST U TION PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA 1995 HIGH. WIN ITION WOO F AM GONSTRU TI N MANUA FRAnING LEM NTS AS PER FLOOR PLANS, CROSS S CTION AN G E A NOTES EXT. BALCONIES 60 DECKS 40 ATTIC6 w/o STORAGE 10 ATT:C6 w/ STORAGE 70 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 !LIVE LOADS PSFJ ROOMS !OTHER THAN SLEEPING( 40 ROOMS fSLEEPINW 30 STAIRS 40 GAURDRAILS fANY DI CTIONJ 700 EXPOSURE CATAGO Y LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION !ROOF -FOUNDATION) D AI AGE z G AL NOTE PAGE NAILING SCHEDULE SEE G NERAL NOTE PAGE EG 55 O ANS AN WIN H U PWMBING RISER DIAGRAM FIRE PROTECTION SEE FLOOR PLANS !SMOKE f GOI DETECTORS) TRUSS SIGN N/A - TAN A it K AM NST UCTION EVER Y CA CU ATIONS S H K 3.5 AS I CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 170 B SEVERE 4 FT. MODERATE SLIGHT TO 11 NONE - TO HEAW MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING A7 INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETEREDGE ZONE Bd COMMON Q 6' O.C. 8d COMMON Q 6' O.C. SEE NOTES: 1,3 INTERIOR ZONE ed COMMON ~ fi" C.C. 8d COMMON ~ 12' O.C. SEE NOTES: 1 (ROTE( FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 6d COMMON ~ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLV. 11. For root sheathing within 4 feel o/the perimeter edge of the roof, InGuding 4 feel on each side of the roof peak, the 4 foot perimeter edge zone aflachments required shall be used. 2J. Tabulated 12 inch c.c. nail spacing assumes sheathing attached to rafter! wss framing members with G>0.49. For framing members wiM <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3j. Tabulated 4 inch c.c. nail spacing aswmes sheathing to rafter /truss framing members with G>0.49. Far framing members wish 0,42<G<0.49, the nail sparing shah be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE ed COMMON (r;? 6" O.C. ed COMMON ~ 12" O.C. SEE NOTES: 1, 3 (BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Bd COMMON ®6' O.C. ed COMMON ~ 12' O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feel of the comers, the 4 fool edge zone atUChment requirements shall be used. 2). Tabulatetl 12 inch o.c. nail spacing essume5 SheaMing eflached to Stud /reming members with G>B49. For framing members with 0.42<G<, Me nail spacings shall be reduced to 6lnches o.c. 3). For ezledor panel siding, gaNinized boz nails shell be permited to be substituted for common nails. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION OTY NOTES SPACING RAFTER TO 8' WALL: 3-6d COMMON ' EACH TOE-NAIL TOP PLATE WALL: 4-6d COMMON 10 RAFTER CEILING JOIST 8' WALL: 3Bd COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-6d COMMON JOIST CEILING JOIST 70 AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - 68C LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL BLOCKING ? - ed COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - i6d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: JOINT DESCRIPTION p NOTES TV. SPACING TOP PLATE TO PER FACE NAIL TOP PLATE 7 - t6d COMMON FOOT SEE NOTE:1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 -16d COMMON EA SIDE NAIL STUD TO 2 - 16d COMMON 24' FACE STUD O.C. NAIL HEADER TO i6"O. C. FACE HEADER 1fid COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2z4 STUD END PLATE TO STUD 3- i6d COMMON PER 2z6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2- i6d COMMON FOOT SEE NOTE: 1 2 END JOIST ORBLOCKING , FLOOR FRAMING: JOINT DESCRIPTION Qry NOTES SPACING JOIST TO: q - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDE R JOIST NAIL BRIDGING 2-ed COMMON EACH TOE TO JOIST END NAIL BLOCKING 2-6d COMMON EACH TOE TO JOIST ENO NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 -16d COMMON BLOCK NAIL LEDGER STRIP 3- 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - ed COMMON PER TOE TO BEAM _ JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMON JOIST NAIL BAND JOIST 70: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 R F ATH I JOINT DESCRIPTION Q NOTES TY. SPACNG AS PER TABLE 3.6 STRUCTURAL PANEL 6d WFCM-SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTES OTY. SPACING GYPSUM 6d COOLERS T" O.C. EDGE WALLBOARD 10" O:C. FIELD WALL SHEATHING: JOINT DESCRIPTION OTY. SPACING NOTES STRUCTURAL gd COMMON AS PER TABLE 3.9 PANELS WFCM-SBC 7/16' OSB 6d COMMON 3" O.C. EDGE PLYWOOD 6' O.C. FIELD GWSUM 5d COOLERS 7 O.C. EDGE ' WALLBOARD O.C .FIELD 10 FLUUK SNtA I NIN(~: JOINT DESCRIPTION aTy SPACING NOTES (STRUCTURAL PANELSI Bd COMMON( 6' O.C. EDGE ' 1' OR LESS O.C. FIELD 12 NOTES: THESE NOTES ARE ONLY TO BE REFERRED 70 IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6' on-center al Me Danel edge. II wall sheathing is nailed 3' on-center at Me panel edge to obtain higher shear cepadlies, nailing requirements for structural members shall be douhled, or alternate connectors, such as shear plates, shall he used to maintain load paM. 2). When wall sheathing is continuous over connected mambars,the tabulated number of nails shall be permitted to be reduced l01 - 16d nail per foot RAFTEF RIDGE TYPICAL RIDGE TO .RAFTER STR,4PP1NCs TYPICAL RID@E BEAM TO RAFTER STRAPPING: RAFTER RAFTER TOP PLATE WALL STUD NOTCHED RAI R TYPICAL RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER TOP PLATE WALL STUD ALT~RidATIN'E RAFTER TO WALL STUD CONNECTION JOTS? ~RAMINCs OVER WOOD G=IRDER WALL BOTTOM F Bai DouBLE WALL STUD BOTTOM PLATE suB FLOOR DOUBLE JOIST DOUBLE JOIST FOR NON-bEARINCs -WALLS DOUBLE JOIST FOR UNDER A BATI-ITUB WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDCsE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 APPLY TO EACH RAFTER (USE WITH SPTH-0~ CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT'1 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADSS APPLY TO EACH SIDEWALL END IST, FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUEiLE SILL PLATE IUSE WITH 3" SQUARE WASHERS) USE THE FOLLOWINCs OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, PROVIDE I/2" SPACINCx BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWINCs HOLDDOWN INSTALLATION SIDEWALL CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16d COMMON NAILS s 6" O,G, ANCHOR BOLT CONNECTION ANCHOR BOLT CONNECTION FOUNDATION SI6' DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION I STORY 72' OC CRAWL SPACE OR FDOUNDATION SILL PLATE TO FOUNDATION CRAWL SPACE OR FOUNDATION 2 STORIES 36' OC WALL BOTTOM PLATE TO FOUNDATION 1_2 STORIES 67' OC SLAB-ON-GRADE USE WITH 3x3 SQUARE WASHERS IUSP LBPS58 OR EsP583J SHE~4R WALL. CORNER CONNECTION G WALL BOTTOM F SUB FL DOUBLE JOIST FRAMING FLUSH WITH GIRDER/HEADER DOUBLP ,HOIST FOR NON-BEARING WALLS 2ND, FI 2N. IST, FLC IST FL IST, FLOOR WALL STUD IST, FLOOR PLATE suBFLOOR RIM BOARD DOUBLE SILL PLATE FOUNDATION WALL IST, FLOOR TO FOUNDATION CONNECTIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS TYPICAL HEADER CONNECTION ~NNEGTIONS SILL GASKET E TERMITE SHIELD SILL PLATES '' ~ :LAP JOINTS) - , " C, 'o CATION WALL - - f> ,o ., SILL PLATES TO FOUNDATION ANCHORIT~~.