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HomeMy WebLinkAbout37951-Z Towu of Southold Auuex 9/26/2013 ~ P.O. Box 1179 54375 Main Road ~ Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36534 Date: 9/26/2013 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 35900 CR 48, Peconic, SCTM 473889 Sec/Block/Lot: 69.-4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application far Building Pemvt heretofore filed in this officed dated 4/5/2013 pursuant to which Building Permit No. 37951 dated 4/18/2013 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: unheated 30' X 60' accessory garage as applied for. The certificate is issued to Jaswal, Saroj (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37951 9/25/13 PLUMBERS CERTIFICATION DATED Auth Si atur ~t TOWN OF SOUTHOLD ~ BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY f 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 37951 Date: 4/18/2013 Permission is hereby granted to: Jaswal, Saroj 22 Nicole Ct Bohemia, NY 11716 To: construct an unheated 30' X 60' accessory garage as applied for At premises located at: 35900 CR 48, Peconic SCTM # 473889 Sec/Block/Lot # 89.-4-5 Pursuant to application dated 4/5/2013 and approved by the Building Inspector. To expire on 10/18/2014. Fees: ALTERATION OF ACCESSORY BUILDINGS $1,252.00 CO -ACCESSORY BUILDING $50.00 Total: $1,302.00 ~ Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR GERTIFICpTE OF OCCUPANCY Ibis application must be filled in lry 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 acetirate location of all buildings, properly lines, streets, and unusual natural or .topographic features. 2. Filial Approval from Health Dept. of water supply and sewerage-disposal (S-9 fnrm). 3.. Approval of electrical installation from Boazd of Fire Underwriters. 4. Sworn statement from phimber certifying that the solder used in system contains less than 2~I©of I% lead. . 5. Commercial building, industrial building, mdltiple residences and similar buildings and installations, a certificate of Code Compliance' from architect or engineer responsible for the building: 6. Submit P?auning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957] lion-couforming uses, ar buildings and pre-existing" land uses: 1. Accurate survey of property showing all property Tines, stt+eats, building and unusual natural or topographic features. 2. A properly spmpleted application and consent to inspect signedby 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. Certifrcate of Occupancy on Pre-existing Building - $100.00 3- Copy of Certificate of <~ccupancy - $25 4. Updated Certifrcate of Occupancy $50.00 S- Temporary Certificate of Occupancy Residential $ L 5.00, Commercial $15.00 Dale. New Construction: O}d or Pce-existing Building: (check one) Location of Property: pj~?~'l~ ~UItQ"j r~-1 ~E~(, House No. t Street Hamlet Owner or Owners of Property: _^1~'1~f~!(_[_ Suffolk County Tax Map No 1000, Section ~ 1 Block dy Lot 6l'7 Subdivision Filed Map. , ~~Lot: r-~ permit No. Date of Pemrit. Applicant: Health Dept. Approval: ~ Underwriters ApprovaL• Planning Soard Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted $ Ap t Sign ure ~O~~pf SOUTyolo Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T ~ Fax (631) 765-9502 P.o. sox 1 v9 roper.richert(~town.southold.ny.us Southold. NY 11971-0959 :2 ~ BUILDING DEPARTMENT TOWN OF SOI7THOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jaswal Address: 35900 CR 48 City: Peconic St: NY Zip: 11958 Building Permit#: 37951 Section: sg Block: 4 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-me SITE DETAILS Off ce Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addifon Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 2 Ceiling Fizlures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors Main Panel 3-10 A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 3-10 Switches 7 Twist Lock Exit Fixtures TVSS Omer Equipment: 200a underground service, 3-meters, 3-100a disconnects Notes: Inspector Signature: ~-7,f.~ ~C:.-L-e--(n.~---~ Date: Sept 25 2013 81-Cert Electrical Compliance Form.xls ~o~~,OF ~4)p r~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION [ FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION ~ [ ]ELECTRICAL (ROUGH) [ ] ELECTRI INAL) REMARKS: DATE 6 INSPECTOR ~j ~ / I ~~,OF SW/l~ l ( 'r`®# TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] F DATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) ~I, REMARKS: t7'.~.ru-sZ _ a"'t.~ DATE U 7 Z3 ~ INSPECTOR o~,~,OF 80U1y„ Gam/ ~ ~F®~c+lF TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHI [ ]FIRE SA S TION [ ] FIRE RESISTA ONSTRUCTION [ ]FIRE RESISTANT PENETRATIO [ ]ELECT CAL UGH) [ ]ELECTRIC L) REM KS: i DAT INSPECTOR 3 ~ ~N~F SWITy vv ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] 1 CATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FI L) REMARKS: ~ ~ '~f ¢ !,G DATE ` INSPECTOR ~ ~~~,Of Sl7l/ty„_ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUG PLBG. [ ]FOUNDATION 2ND [ ] I L [ ]FRAMING /STRAPPING [ FIN y [ ]FIREPLACE & CHIMNEY [ ]FIR INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: / r~-r DATE INSPECTOR F>BS,D N REPORT DATE S \ J y FOUNDATION (1ST) FOUNDATION (?,ND) ~ z 0 '7 ~-3 ROUGH FRANITPTG & ~ y PLUMBING CC H INSULATION PER N. Y. STATE ENERGY CODE lb 4 FINAL ADDITIONAL COMMP~NTS 1~' ~rr G z W G Qg~ oe `Y .L ~ Z~ e 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 Survey SoutholdTown.NorthFork.net PERMIT NO. 3~/'S7 Check _ Septic Form N.Y.S.D.E.C. Trustees Flood Permit _ _ Examined 7 , 20 ~ ~ ~ ~ ~ ~ ~ Storm-Water Assessment Form t1t: Approved . 20~ Mail to: _ Disapproved a/c ~ ~ ~ _ Phone: 6L~G-DEPT. Expiration (7 20~ i04:N fir ~>OuIROLO uilding Inspector APPLICATION FOR BUILDING PERMIT Dater 5 , 20 { ~j 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 afrer 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. (Signs of applIcant or' ,Im~.e~if_,a co..rtpotr~ation) - (Mailing address of applicant) G1rZL~k ta~,U~z 1•u-t f 14~s State whether applicant is owner, les e, agent, a it ,engineer, general contractor, electrician, plumber or builder Name of owner of premises _ ~j~j~,LL (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. ~~jt'?>'~~~ ~ Plumbers License No. Electricians License No. Other Trade's License No. I . Location of land on which proposed work will be done: 5~~ ».CI~1 P~Z~~ ~d ~ House Number Street Hamlet County Tax Map No. 1000 Section ~ Block ['Jt-( Lot ~ 5 Subdivision Filed Map No. ~ Lot 2. State existing use attd occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ ~ i S .~.~~/L+, _ ti t~ n. yet b. Intended use and occupancy ~L-~z~~P~t ~+y~ _ 3. Nature of work (check which applicable): New Building~Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost~r Fee (To be paid on filing this application) 5. If dwelling, number of dwelling rits Number of dwelling units on each floor If garage, number of cars q`. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i-- 7. Ditnensions of existing structures, if any: Front Depth Height o tories Dimensions of sarne str erations or additions: Front Rear Dept Height Number of Stories 8. Dimensions of entire new construction: Front G,. Rear .~7 Depth ~ C,) Height t~, Number of Stories 2_ 9. Size of lot: Front_ ZZ.'~- Rear .~~5 ~ ~ Depth~l 10. Date of Purchase_~J ' 1 ' Name of Former Owner `h1~~~y ~ q 11. one or use district in which premises are situated 12. Does proposed construction violate any zoning ]aw, ordinance or regulation? YES NO~ 13. Will lot be re-graded? YES_ NO~WiII excess fill be removed from premises? YES NO 14. Names of Owner of premises ~i~.11.1~.~S1LAkdtess P~ Phone No. 78G -11~~-( i Name of Architect /~1~~~IJ ~~dX; Address' nC~k1GJC.Udc Phone No ~l,~l- ~{~o Name of Contractor.~[~,n~,ep~~ Address(~r,=?~~~,i~ Phone No. '~yA~L'~ 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 MAYREQUIRED. b. Is this property wi~[hin 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO~ * IF YES, PROVIDE A COPY. STATE OF NEW YORK; SS: COUNTY OFC ) _ _ being duly sworn, deposes and savs that (s)he is the applicant (Nameame of~~igning contract) above named, CONNIE D. BUNCH Notary Public, Skate cf Mara Ycrg No Oi6~15t£ i (S)He is the Quau6ed in ~^~uzt~ik ~ , (Contractor, Agent ~cer, a c. ommission Fx~ire ti of said owner or owners, and is du y 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. Sworn before me th' - .~j ~ day of ~-I' 20~ ~ ~ Notary Public t of plicant ~Q~~pF SOUr~o~ Tovm Ha8 Annez ~ ? Telephone (63 q 7651802 54375 Main Aoad ~ (63l) 7659502 P.O. Hox 1179 ~ ~ roger.richertCd~~ownsou .nv.us Southold, NY 11971-0959 ~ • JC1 BUILDING DEPARTMENT TOWN OF SOUTHO][.D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ~ ~ ~ ~ C-1-12 (L Oate: ~ Company Name: 2 ~ p ~ L Name: ~ ~(j r'j E 2T' a,. c~ ~U License No.: ~ Z F' Address: P G3 3 6 X n~ ~4 7""J-r ~ ~ ~L Phone No.: ~0,3 ( X003 JOBSITE INFORMAT ON: (*Indicates required information) *Name: ~ I~5 *Address: i'~ ~ G N ~ G *Cross Street: ~j ~ D p _ *Phone No.: ~ ~ 3 Permit No.: 7 `t S ~ Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *{s job ready for inspection: YE O Rough In Final *f7o you need a Temp Cert~cate: YES i NO Temp Information (If needed) ' *Service Size: 1 Phase 3Phase 100 150 Z00 300 350 ,400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ~-((v 12P~ ~ ~ °I h 82-Request for Inspection Form - ~ ~ a-1 O ~ O ~ ~d~~ ~ ~ Tavyn cif 5outho9d -Chapter 236 - Stormvs~ater Pllanagenaent °~~/~g SWPPP -Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) P CANT NAME: Qrner-Agent-COnstlbnt•Conkacbr or otAar (Clrck OmJ P edy~~C Mttlan ApplkaM) dress: t~ ~C51->/~-«~ ~~t{ I~ Tek ns a: _ Fu M:`3 j - _ `V j sMphons / Fait i E-Mai: 1 I y 4J E-MaiF. i Pmpedr Addrose: G-l~'l. ~ ~ Brief Dtsaiptian of ConMnction Activity. ProptnW Shucmral BMPs, Soel I S.RT.M.Y: 1000 M C' Statrati7'tioa BMPs, PmjectSeope md/or Segmxe o(Construmon Ac4vity ObYM retlan Bbea W IPiaaaa AdSiane Papaan Neem) /1 lino of eantreotof andlar Canted Parson RaepenePok br bnpbmelbEon of SWPPP. S~rQil,-~~'~l C..~ ~ '`s--------------'`I__-------~-n4- l I Tslepbrrle i4 Fn i E-MS& C Name dPersons ResponalCle for Inatalla & Mzinhnanm o/Erosion Contrd Prxdrs: : Addreav: N~ , I raF~4 ~ I I Telephone P. Fv#. I E-Mall: Trial Area yr All A/~ Trial Area of Lantl Claainq ProJxl Parrnti: anNOr Gmynd D'5lurbance: ~~fiT is c. rail ls.e. u.+.nl PmjeM Ourstlon: Sinrt End - IMtiupaledj Date Date: (ra.ea.ra ~na..arol Will this Project Disturbs five (5) or More Acres et Q Any One Time During tha Proposed~Developmant7 Yes > I IlYE3: PIeaeaAmvrer B,e FOIIwvIMtl r a. Does the Applicant haves DUaliRed Inspector On Q Q Slafl To CorMuct the Required Inspections 7 Yes No ~ b. Does the SWPPP Indicate Hax Frequently the Site Q O Lial the NAME$or dasaipgon ofalt POtenlialty Impacted Walerbodies arrNor Weeantla: : Inspections will Occur and for Whal Periotl of Tlrne 7 Yes No c. Does the SWPPP Adequately Identify All Temporary Q ~ _ i antl/or Permanent Soil Stebaltzaaon Measures ? Yes . No - ~ d. Does the SWPPP Adequately ldenh7ya Complete. Project Phasing Plan ? Yes No Status o/ bnpacted WateWOtlY: (eg. TMOL, 3031dI L&letl, lmpaired_) ~ e. Dces the SWPPP Indicate Additional Site Specfic Q ~ PraGltxs that Will be U4lized to Protect Water Quality 7 Yes No F. Has the Applicant SuDmiaetl a Completed DEC Notlce Type al Ynpect d Waterhody (eg L a ,Creek Bey Pond, $aY1M, FreahwM<r WMlano...J I Of Intent and SWPPP Accepunce Fortn (or Review ~ Q Oy the Town of SOUthold7 re3 No CONNIE D. BUNCH i ~e~+ ~anlI ~y/ _ _ - _ _ I No.01BU6185050 51'A1'F. OF COTJNI'Y OFY V ~4!.:.Ft"...... SS Qualified m Suffolk County Commission Expires April 74, 2=! That I, .........IMLK-W~~...-...-...... being drily sworn, deposes and says that he/she is the applicant for Perntit, ~ (Name d indlvidul efywlg Dpcurrlei) I And that he/she is the (Owron omllacny AienA tbrptrstrCMneair.) - - ~ ; Owner and/or representative of tbe Owtter or Owners, and i3 duly altthorized to perform a have performed the said work and to make and 9e this application: that all statcmenb contained in this application ate true ro the best of his knowledge and belief; and that [he work will be p~ormed in fhe manner set forth in the application filed herewith. ~ ! Sworn to befo me thus ' clay of , 20..lJ No Public: \ / /y G _ _ I s . ~ i SWPPP Assessment FORM: 03-12 1 I - ~ TOWN OP SOUTHOLD ,PROPERTY RECORD CARD ~ - / ~ S - ~ o OWNER STREET CJr VILLAGE DIST. ~ SUB. LOT SG ro ~ S tnIQ,1 ~ (J~ ~ ' . S - ~ FORME WNER N E ACR. S ~ W TYPE OF BUILDING ~ ES. I SEAS. VL. FARM COMM. CB. MICS. Mkt. Value D I LAND IMP. TOTAL DATE REMARKS ~ o--rv SO ~ , . 2.35~c ~ ~ v d ~S--o o ~ %/o ~ L i _ 3_ L. -T a ~ Tkew:A~>c ~ a C~ o 0 o aJ S/2.3 /0 Y'~- P*~ ~6~'/--~ema~e a ~~i ~~or, - ~ ~`7, DC~'. ~ ~ ~ I 3 5 5 00 2. ~ ~~a 9a - a P'~ a o 7 5:~-=t?~b ~ sf r"'~~~~c~ , ~ r~ w ~ t-4~. ~c • ~ J < , ~I 300 ~,~J'EIZ) ~ 3 ~ c~3 /D~a~l9~-~P~a~~1 ~L°E7f1~ Y~CCt~S ~Zrr~~v~:~'~~-~(o~C1CJ io - 2 2 Ghr~r~/o ~ ,T ~,~ap l ~3tD ~c n ~ 3-]~'~ r ~ u,~c-ter AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre I Value Per Value /h~a' ~ v ~ s °l ~ Acre U A._ i v e', ~ 8 a ~ Fri Tillable ~ FRONTAGE ON WATER ~ , d Woodland ~ FRONTAGE ON ROAD 0 0 ~ ~ 'eadowland ' DEPTH J se Plot BULKHEAD DOCK COLOR TRIM E jt' /4 t - - - - - - i L t l~ I I ' .b ~ I v , ~ ~ I - I _ _ _ I , N i. I f I `d A. Bldg. ~D ,,vgo II ~ ' i ' I xtension a-- _ ~a~3oo 37S' ~ I I I I I ~ I i xtension X ~ I ~ ' ~ I `f Z$ I ( I ~ ' I I 1 I ~ i ~ ~ ension~ x z3 322 ~-8~ 2,5o - o ZO _ ~ Foundation ~ ~ Bath / Dinette orch lox - ~0 ~So ~j~',Basement - Floors I<. ' orch Ext. Walls 5 Interior Finish ~ LR. ~ reezeway I~Fire Plac~ i Heat ~ iDR. arage iii ~ iType Koot Rooms ist Fioor BR. atio ~ I Recreation Room Rooms 2nd Floor FIN. B B. ~ e F, 4- s 5 p Dormer Drivewoy o 3~~a ~ } l e p v _ ~ Lvl ~ ' " 09~ ~ ~ W 14 4. T.~ "6 . , a' VEw~T . ` . ~ ~ f~ s-` s 5io2s9 , f • ` ' P SfOCNME a'. r; ..4'; i~;•n 'aP°~f` 4b FENCE N~ / • ~ ~ ~~62.45 , , . ~ " ~ oi°~ XIbION ZORGIOS ' V! gRIS ZORCIOS ANC. y ~ Cn y y y ~A y y ~ rn yy y ~ y ° ~ e ~ yy~ ,j yy ~ R, N 63° 27' 40" E y y y 88.20' ~ y ~ ~ riousE ~ ONCE sr°tknoE ~ h ~o.z3' y 1 ' y N 1.4' ~ 21 A' y y 0.8'N. 0.41V. ~ - _ . 14.0' y ~ CO 'I^J OA. ' l m'M Y . Y ~ N NI y .V 4., y N O y ~ K K < y c ~ a 20.6 ; y w cr9Na+ a ri O PIAl. JZ p00F 8.6' F S y • ,r iNER~' i m y EOOE OF W~~ ITS i N, i 0 2. 11.4' y J ~ y .'4• • E. ~ .P ~ - 5A' y FRAME BARN u ! ` ` _ f u+.T ~ _ _ ~ - ~ ~ MN 3.9 E. _ 00.2' METAL BARN _ ,~.o_ _ J I~~~ 9ARN Ai 3.3'E. E0. 75' G o te7 R E1 D BUI ~R~ 1 ~o-,sue ~ ~ ~ OF 9N005 FOR: RONNIE JASWAL JOB # 128028505 35900 CR 48, Southold, NY 11971 BUILDING USE: Residential Accessory • BUILDING DESCRIPTION: WIDTH BW 30 ft LENGTH BL 60~ft SIDE OVERHANG WIDTH......... SOW 1 ft END OVERHANG WIDTH.......... EOW l ft GRADE TO HEEL HEIGHT........ HH:= 13•ft ROOF SLOPE RS 6 /12 RAFTER SPACING BS = 12 ft & 9 ft END BAY SPACING EBS 10•ft SIDE BAY SPACING......... SBS:= loft CENTER BAY SPACING......... CBS:= loft BUILDING VOLUME BV = 32363 ft3 PEAK HEIGHT PH = 21.7ft DESIGN LOADS: WIND SPEED Vas 120 mph EXPOSURE CATEGORY EC "B" ENCLOSURE CLASSIFICATION... EnC:= "ENCLOSED" WIND IMPORTANCE FACTOR..... Iw:= 1.0 GROUND SNOW LOAD pg = 20 psf SNOW EXPOSURE FACTOR.... SF,F:= "PARTIALLY" SNOW IMPORTANCE FACTOR.. I, I.0 THERMAL FACTOR C, 1.2 ROOF SURFACE Surface "SLIPPERY" SLOPED ROOF SNOW LOAD Ps 0.7~Ce'Is'Pg'Ct'Cs ps = 13.3~psf MINIMUM ROOF LIVE LOAD L, 20~psf~R~~R~ L~= 18~psf DESIGN LIVE LOAD LL = 18 psf DEAD LOAD DL:= 4•psf FUTURE CEILING LOAD CL 4 psf Gi e~dYeYYN1N~ REFERENCED STANDARDS: ASCE 7-05 ,~e~j°pF NEW y`~ NYBC 2010 Ol. SV NDS 2001 = z, . ne. ' l aegis ~o \ 03.04, L3 2of17 WIND CALCULATION: PA2E7 pA3E1 EH=14.229ft ~ PA4E1 PA1 E1 HH= 13ft SBS=10ft J CBS=10ft ,SBS=10ft l WIND DESIGN COEFFICIENTS: WIND DIRECTIONALITY FACTOR K,~:= 0.85 3-SECOND GUST SPEED POWER LAW EXPONENT a = 7 NOMINAL HEIGHT OF THE ATMOSPHERIC BOUNDARY LAYER.... zo = 1200ft MEAN ROOF HEIGHT H = 17.979 ft HEIGHT ABOVE GROUND LEVEL (ASCE minimum) z = 30ft VELOCITY PRESSURE EXPOSURE COEFFICIENT K~= 0.7 VELOCITY PRESSURE... q 0.00256 K,, Kd V3S2•Iw psf q = 21.953 psf EDGE STRIP WIDTH....... ESW = 3 ft END ZONE WIDTH.......... EZW=6ft INTERNAL PRESSURE COEFFIGENTS: GCpi.IN = -0.1$ GCp;.ouT = 0.18 EXTERNAL P RESS URE COEFFICIENTS - CASE A -TRANSVERSE LOADING: END ZONES INTERIOR ZONES GCprA.IE ° 0.728 GCp~A.i = 0.55 GCp~A zE _ -0.19 GCpfA z = -0.099 GCpe.A.3E _ -0.565 GCp~A,g = -0.447 GCpfA 4E _ -0.535 GCpCA 4 = -0.391 GCpfA 5E ° O.72$ GCpfA 5 = -O.4$ GCp~q ~e = -0.535 GCp~A,b = -0.45 3of17 MWFRS DESIGN PRESSURES - CASE A -TRANSVERSE LOADING: END ZONES PA.I E.I 9'~GCpYA.IE-GCpi.IN~ PA.lE1 = 19.928•psf - PA2E.11-q'~C'CpfA2E-GCpi.IN~ PA2E-1=-0.226~psf PA.3E.1 q'(GCp(A.3E - GCpi.IN/ PA.3E.1 = -8.89~psf PA aE l 9'~GCpra aE - GCpi IN~ PA ae l =-7.792psf PA.162 q'~GCpfA.IF. - GCpi.0[1T~ PA_IE2 - 12.025-psf PA.2E z 9'~GCpcA.zE - C'CpiouT~ Pa2E.z = -8.129~psf PA.3e2 = q'~GCpf,A 3E - GCpi ou~r~ Pq 3EZ =-16.793~psf PA aes q'~GCpt'.aae - GCpi.ouT~ pA.aE.z = -15.695~psf INTERIOR ZONES PA.I I q'~GCpfA I - GCp; INJ PA I I = 16.019~psf pA.z.l q~~GCpraz - GCpi_tN~ PA.2J = I.775~psf pAS.I q'~GCpcA.3 - GCpi.w~ PAS_I = -5.865~psf PAa l = 9 ~GCpcA a - GCpi IN/ PAA I = -4.623 psf PA.t z 9'~C~CpfA.l - GCpi.OUTJ PA.1.2 = 8.116~psf PA.2.2 = q'VGCpf A z - GCpi ouT~ PA 2 2 ° -6.128~psf PA.3z ~=9'~GCpcAS-GCpiour~ PA 32=-13.768~psf PA.a.2 ` q~~GCpeAa - C'CpiouT~ paaz =-12.526~psf 4of17 EXTERNAL PRESSURE COEFFICIENTS -COMPONENTS AND CLADDING: GCpz_i 0.5 GCPZ.z:_ -I.7 GCp3 i 0.5 GCp3 2 -2.6 GCPq.I I.0 GCP4.2:_ -I.l COMPONENTS AND CLADDING DESIGN PRESSURES: Pcci_i 9'~GCpi.i - GCp;_iN~ Pccii = 14.928~psf Pcczi Q'~GCp2.1 - GCpun~ pcczi = 14.928~psf Pccs.i Q~~GCps.i - GCp,.~N~ Pccs_i = 14.928~psf Pccai = 9'~GCpa.i - GCp~.~rv~ pcca_i = 25.904~psf pccs.i = 9'~GCpsi - GCpLiN~ pca.i = 25.904•psf Pcci z 9~~GCpi.z - C'Cpiour~ Pcci 2 = -23.709~psf Pccz z 9~~GCpz.z - 6C~~ ou~r~ PCC2 z = ~ I .Dl ~psf Pccs z Q'~GCps.z - GCp~.ouT~ Pcc3 z = ~ 1.028~psf Pccaz=Q'~GCpa.z-GCp~.ouT~ Pccaz=-28.099~psf Pca2 = 9'~GCps z - GC~,.ouT~ Pccs z = -34.685~psf 5of17 SIDE WALL COLUMN DESIGN CRITERIA: BS IO.Sft (Effective Rafter Spacing) Moments at points Ma and Mb and uplift are taken from the attached computer program output for building frame analysis. Ma:= 7142.S~ft16 Mb:= -5360.9 ft16 HH I lft (Effective Height with Deck) Uplift 263.4Ib DECKs;de:= 26251b (DECK x 0.8 = 0.75 LL Reduction) (DECK x 0.2 = DL) Check # 1 - 3/4 wind. 3/4 LL, Full DL ate. base Axial_Reduced_Live:= [(0.75~LL) + DL + CL]~BS~~SBS + SOWJ + DECKside'0.8 2 Axial Reduced Live=3454.S~Ibf PN:= Axial_Reduced_Live- ~Uplift~.75~ PN = 3256.95 ~ Ibf P Mareduced Me'~75 Ma reduced = 5356.875~ft1b 0 M b.reduced Mb'.75 e Mb red~eed = -4020.675 ft16 l.5 ft Column_Size = "3 - 2x8 Laminated Column w/ 2x8 stiffener" Mg 1.5~ft Id = 18.21 M X= I.5•ft A=32.62 in2 A,=32.62 in2 S = 39.42~in3 SS = 39.42in3 _ F~ = 165Ppsi F~. s = 165Ppsi Fb = 1730~psi F~„ = I730~psi F~ = 825~psi F,~ = 825~psi Ar=32.625~in2 A15=32.625~in2 m PN ~2 ~Ma~ t2 ft INTERACTION VALUE + A~F1~~1.6 S~Fe~l.6~~1 ~P~eE~~ INTERACTION VALUF, = 0.849 6of17 Check # 2 - 3/4 wind 3/4 LL Full DL Cagy splice m PN 2 IMb~l2~ ft INTERACTION_VALUE:= ~ ~ + As~Fl~~l.6 ~ ~ f~ Ss'Fbs~l.6~ 1 Fce INTERACTION VALUE = 0.64 Check # 3 -Full LL. Full DL Total_Axial (LL + DL + CL)~BS~~SBS + SOWJ + DECKside 2 Total Axial = 4263~Ibf INTERACTION_VALUE;= rTotal_Axiall `A~F1~ I.ISJJ INTERACTION VALUE = 0.14 Check # 4 -Full Wind Full DL Ca) base Axial_Dead:= (DL+ CL)~BS~~SBS + SOWJ + DECKside'0.2 2 Axial Dead=1029~Ibf PN Axial_Dead - ~ Uplift PN = 765.GIbf m PN ~2 ~Ma~ 12 ft~ INTERACTION VALUE + A~FI~ L6 S~Fb~1.6~~1 ~F~~E~J INTERACTION VALUE = 0.798 Check # 5 -Full wind Full DL (a~ splice INTERACTION VALUE + C PN ~2 ~Mb~ 12~ft~ As~FI~ 1.6 gs'Fbs'1.6~~1 ~Fce/~ INTERACTION VALUE = 0.599 7of17 SIDE WALL EMBEDMENT: Design Criteria: Restrained at ground with Base Anchor Straps in concrete floor To find required embedment depth, solve simultaneous equations below Initial try: d:= 4 ft 53 1600 psf hP:=Ma B=0.711ft Given d2 = 4.25~hP r Ib 1 S3~B 53=150~2~1.33~d~ J cult d = Find~d,Sg~ S3 COLUMN EMBEDMENT DEPTH: d =4.748ft S3 = 1894.255~psf Soil Classification #4 BASE ANCHOR STRAP CHECK: 300 Horizontal Shear at Grade: 3/16"X3/4"X30" SHEAR = 1318.4~Ibf H. R. Flat Steel Allowable Shear resisted by two Base Anchor Straps: _ 0.177" x 2.25" Consider 22,000 psi steel Stainless Steel Steel Area = 0.105 in2 Anchor Nails Therefore Allowable Shear = 4620 Ib 3 Member Column Allowable Shear resisted by 8 -Stainless Steel Nails: = 8(216)(1.6) = 2764 Ib Allowable Withdrawal of Strap in Concrete: _ (1.0 in)(0.75 in)(2)(2000 psi) = 3000 Ib 8oft7 SIDE WALL FOOTING: Allowable Soil Bearing Pressure 2000~psf P _ r~ SBSI + SOW1 BS (14psf + DL + CL) + DECKs;de = 401 I Ib - Foo[iLng_Dia/Imeter:_ -2J4~in Footing Thickness = l0~in Footing_Diameter2~~rt 2 Areaa~~ Areaa~i = 3.142 ft 4 Area,eyd P Arear~yd = 2.005 ft2 AI lowable_Soi I_Beari ng_Pressure SIDE WALL FOOTING UPLIFT: UPLIFT 677.1 Ib d = 4 ft R~ = 12in Rz d~tan(.5236) + R~ P R3=Ri-Ri Soil Volume Above Footing RZ = 3.309~ft V ~ ~~rr~d~(R12 + Rz2 + RI~R2) 3 R ~ = 1 ~ ft~~ V = 63.928 ft3 II-II II-II Total Soil Weight _ Allowable_Soil_Weight:= IOO~pcf I TSW V Allowable Soil Weight - - TSW =6392.75816 o ~ d =oft Building Dead Load BDL Axial Dead BDL= 1029~Ib Total Weight on Footing TWP TSW +BDL TWF = 7421.75816 ~ = 24~in COLUMN TO FOOTING CONNECTION: NET UPLIFT UPLIFT - (0.6~BDL) NET UPLIFT = 59.716 No. of Nails Required to Resist Uplift = NAILS = 1 9of17 INTERIOR COLUMN DESIGN CRITERIA: BS IO.Sft (Effective Rafter Spacing) Moments at points Ma and Mb and uplift are taken from the attached listing of computer program for building frame analysis. Ma:= 7609.9 ftlb Mb:= -4754.1 ft16 HH~„i:= I lft(Effective Height with Deck) Uplift 445.4Jb DECK;u~:= 525016 (DECK x 0.8 = 0.75 LL Reduction) (DECK x 0.2 = DL) Check # 1 - 314 wind 3/4 LL Full DL (n) base ~SBS CBS Axial Reduced Live [(0.75~LL) + DL+ CL]~B& + + DECK;,,p0.8 2 2 Axial_Reduced_Live = 6457.S~Ibf PN Axial_Reduced_Live - Uplift~.75 PN = 6123.45~Ibf o Ma.reduced Ma'.75 0 Marcduced = 5707.425~ft16 M b. reduced ~ M6~.75 Mb.reduced = -3565.575~ft16 I.S ft Ms I.S ft M X=aft Column_Size = " 3 - 2x8 Laminated Column w/ 2x8 stiffener" Id=18.21 - - - - - A=32.62in2 A~=32.62~in2 S = 39.42~in3 S, = 39.42~in3 Fc=165Ppsi Fcs=1650~psi Fb = 1730~psi Fb s = 1730~psi F,=825~psi F,~=825~psi A~=32.625~in2 Ass=32.625~in2 m PN 2 Mal ~ 12' ft INTERACTION_VALUE:=~ ~ + A~Flc~l.6 S~F6~1.6~~I ~F~c~~~ INTERACTION VALUE = 0.986 10 of 17 Check # 2 - 3/4 wind. 3/4 LL, Full DL Ca) splice m PN 2 ~M6~~12 ft INTERACTION_VALUE:= ~ ~ + A,~FI~ 1.6 Ss'Fbs~l.6~~1 ~F~~E~J INTERACTION VALUE = 0.628 Check # 3 -Full LL. Full DL ~SBS CBS Total Axial Int (LL + DL + CL)~BS~ - + + DECK~„i 2 2 Total Axial In[ = 7980~Ibf INTERACTION_V ALUE r Total_Axial_Intl I\ A~FI~ 1.15 J INTERACTION VALUE = 0.262 Check # 4 -Full Wind, Full DL (a7 base ~SBS CBS Axial Dead (DL + CLpBS~ + + DECK;,,i~0.2 2 2 Axial Dead = 1890~Ibf PN:= Axial_Dead -Uplift PN = 1444.6~Ibf 1 I'N 2 ~Me~ 12 ~~ft/ INTERACTION_VALUE:= ~ ~ + A~F1~~1.6 S~Fh~1.6~~1 ~Ft~E~J INTERACTION VALUE = 0.863 Check # 5 -Full wind. Full DL Ca) splice m - ~ PN ~2 ~Me~ 12 ft1 INTERACTION VALUE= + J 11 A,~FI~ 1.6 Ss'Fbs'1.6~~1 ~F~~EJI INTERACTION VALUE = 0.54 11 of 17 INTERIOR WALL EMBEDMENT: Design Criteria: Restrained at ground with concrete floor To find required embedment depth, solve simultaneous equations below Initial try: d 4 ft 53 1600 psf hP:=Ma B=0.711 ft Given d2 = 4.25~hP CIb~ S3'B S3 = 150~2~ 1.33~d~ cult d = Find~d,Sg~ S3 COLUMN EMBEDMENT DEPTH: d = 4.849ft S3 = 1934.705~psf Soil Classification #4 INTERIOR FOOTING: Allowable Soil Bearine Pressure 2000~psf SBS CBS P - + - ~ B& (14psf + CL + DL) + DECK;,,, = 756OIb 2 2 Footing_Diameter:= 30~in Footing Thickness = IO~in Areaa~i Footin~Diameter2~~rt Areaa~i = 4.909fr2 4 Area q F Area q 3.78 ft2 re d Allowable_Soil_Bearing_Pressure red 12 of 17 INTERIOR FOOTING UPLIFT: UPLIFT 1754.1 Ib d = 4 ft Ri=15 in R2 d~tan(.5236) + R~ P R3 Rz - Ri Soil Volume Above Footing RZ = 3.559~ft 3 R~ = 1.25~ft~ V = 78.251 ft3 II-II II-II Total Soil Weight Allowable_Soil_Weight:= IOO pcf TSW V Allowable Soil Weight - - TSW = 7825.138~Ib o ~ d =oft Building Dead Load BDL Axial Dead BDL = 1890~Ib r. Total Weight on Footing e ~ TWF TSW +BDL TWF = 9715.13816 ~=30 in COLUMN TO FOOTING CONNECTION: NET UPLIFT UPLIFT-(0.6~BDL) NET UPLIFT=620.I~Ib No. of Nails Required to Resist Uplift = NAILS = 4 13 of 17 RAFTER: 2"x10"/ 2"x8" Plated Rafter (No. 1 SYP), Say =64.66 in3, Fb:= 1300 psi ~26~psf~l0.5~ft~(IO~ft)2~ Mmax Mmax = 3412.S~ft16 8 m Mmax' 12 _ Sreyd ft Sregd = 27.39~cuin F6 1.15 RAFTER TO SIDEWALL COLUMN CONNECTION: Truss is saddled between outside members of cdumn and bearing on center member with (2) 1/2" Diameter through Machine Bolts and (4) 20d R.S. Nails ROOF LOAD Connector Load = 2I89.6~Ibf P (LL + DL + CL)~ B&~ SBS + SOW = 1638~Ib 2 UPLIFT Connector Load = 3046.4~Ib UPLIFT pp 3E2'~SBS + SOW1.BS =-1057.9.16 2 RAFTER TO INTERIOR COLUMN CONNECTION: Truss is saddled between outside members of cdumn and bearing on center member with (1) 1/2" Diameter through Machine Bolts and (4) 20d R.S. Nails ROOF LOAD Connector Load = 1557.I~IbC P:= (LL + DL + CL)~BS~~SBS + CBS _ 2730Jb 2 2 Center_Member_Is = "2x8" Arearentermember = 10.875~sgin (P -Connector Load) Bearing_Stress:= - Bearing_Stress=107.853~psi Areaeemennembec UPLIFT Connector_Load = 2166.416 SBS CBS UPLIFT pn 3e z' - + BS = -1763.249 16 2 2 14 of 17 PURLINS (12 ft Bav Worst Case): 2 x 6 purlins, (No.2 SPF) Sa~~ = 7.56 in3, Fb:= 1308.7~psi BS:= 12ft Purlin spacing PS 23 in Roof sheeting load....... SL 0.9 psf Purlin dead load......._. PL 1.6 psf TOTAL LOAD 20psf + SL + PL TOTAL LOAD = 22.5 psf Mmax 0.125•TOTAL_LOAD~ PS ~BS2 Mmax = 776.25~ft1b 12~~ft/ m M mar 12 - Sregd ft Srcgd = 6.19 W 1? Fn 1.15 15 of 17 NAI LE RS: Section A-A A ~ A SP=9.Sft 2x4/2x4 L-Hailers, (2100 MSR) Say = 3.986 in3, Fb 2100 psi BS = 10 ft NAILER SPACING NS:= 33~in NAILER TRIBUTARY AREA.......... NTA = 27.5 sgft NAILER WIND LOAD NWL:= 28.1 psf NWL~ NS (BS-O.S~ft)2 m Mmax 12 ~ft~ Mmnx=871.8~ft1b 8 in Minax' 12. _ Sregd ft Sreyd = 3.1 I'COI? Fn 1.6 2x4/2x6 L-Hailers, (2100 MSR) Say = 9.81 in3, Fb 2100 psi BS 12ft NAILER SPACING NS:= 33 in NAILER TRIBUTARY AREA.......... NTA = 33 sgft NAILER WIND LOAD NWL:= 28.I psf NWG NS (BS-.375~ft)2 /m\ Mmax 12 ftJ Mmax=1305.4~ft1b 8 m M mar 12' Sregd ft Sregd = 4.66~cuin Fb 1.6 16 of 17 FLOOR SYSTEM: LIVE FLOOR LOAD= 40psf DEAD_FLOOR_LOAD I Opsf TOTAL_FLOOR_LOAD = SO~psf FLOOR JOISTS: 2"x8" Joist (No. 1 SYP) F6 1725psi Sa,;~ 13.14in2 Joist spacing 16in Maximum Joist Span: L:= IO ft W TOTAL_FLOOR_LOAD~loist_spacing W = 66.7~p1f 2 Mmax = ~W L ~ Mmaz=833.3~Ib~ft 8 Mmax Sm9 ~ ~F ~ Sm9 = 5.80~in3 h JOIST HANGER: Connection is made w/ (6) 0.148" x 1-1/2" (10d) Nails to Header, (3) 0.148" x 3" (10d) Nails to Joist, & Bearing on a 1-1/2" x 1-3/4" Seat Simpson LUS28 with above Fastening Rated at 950 Ib L Hanger_Load:= W~ - =333.3~Ib 2 EXTERIOR WALL HEADER 2"x12" Header, (2250 MSR) Sa~,:= 31.64in3 Fb:= 2250psi We:= TOTAL_FLOOR_LOAD~ ~ We = 250~p1f 2 ~Wr (12ft)2~ Mmax Mmax = 4500~Ib~ft 8 Mmax 3 Smq . ~ ~ Sm9 = 24~ in Fn No. of Nails Required (201 Ib/nail) Load We 12ft Load = 300016 Load = 14.9~nails 0201 Ib J nail 17 of 17 SEISMIC DESIGN: Seismic_Use_Group "I" Site Class = "D" Spectral response acceleration @ short periods (Ss): Ss 0.199 Spectral response acceleration @ 1-second periods (St): SI 0.055 Site coefficient (fa): Fa = 1.6 Site coefficient (f~): F~ = 2.4 Sms Fa'Ss Sms = 0.318 Sml ` FdSI Sml =0.132 2 SDS 3 'Sms SDS = 0.212 2 Sol 3 'Sml SDI = 0.088 Seismic_Design_Ca[egory_Ss = "B" Seismic_Design_Category_SI = "B" Note: Most severe category governs; therefore Seismic_Desigo_Category = "B" Is building light-framed construction three stories or less in height? LFC31ess "YES" Response modification factor (R): R 7.0 Building Weight (W): W = 6040016 SIMPLIFIED ANALYSIS PROCEDURE (SAP) FOR SEISMIC DESIGN OF BUILDINGS SAP = "APPLICABLE" I.0 SDs V W R V = 183L558~16 OFFICE DESIGN AND EXPLANATORY NOTES cUrcHOCUE,NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-026505 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 4 VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE 6 OWNER. ~ i 3 ~ ~ ~ 6E 3.0' WIDE 3.0' WIDE ~ IZONE52831~ (ZONE2) ~(ZONES2831 U 4E ~ 2 ~ I ~ ZZONE 11 ~ II ~ ~ ~ N . (ZONE 3) I o 5 1 (ZONE 2) ~ m MWFRS IZONE31 OO Z w ~~II~~ Z Reference `J ~ Corner r ^ a v z u.., z 54.0' WIDE (ZONE 4) ~ WIDE 3.0' WIDE ~ (ZONES) NORTH ELEVATION IzoNES~ ~ ~ N r ~„„~D Z p~~v~ I- 3.0' wIDE 3.0' wIDE Q 9 a I (ZONE5283) 3.0'WIDE (ZONES283) O Q 11 ZONE283 (ZONE 2) w ~ (ZONE 21 ( ' ~ ~ - -1 I~ z ~ ~ ~ 3.0' WIDE ( , IZONE2831~ 6~ (ZONE 3) (ZONE 3) T#16 GABLE TRIM ~ v ~ e F- O (ZONE 5) (ZONE 5) 12 ~ . .Ib:.. ~ U HI-RIB STEEL SIDING DC T#21 CORNER TRIM ~ x0 T#167 TRANSITION TRIM Z m ® HI-RIB STEEL WAINSCOT ' ^ ~ ~ ~ ~j,( T#167 BASE TRIM v a ~ ~Laa t/7 Z Dp~ W x a 24.0' WIDE (ZONE 4) ~ ~ I 24.0' WIDE (ZONE 41 ~ yj 3.0' WIDE 3.0' WIDE 3.0' WIDE 30' WIDE (ZONE 51 ~ ( ~ (ZONE 51 (ZONE 51 (ZONE 5) W g 2T_0„ 3'_0" 3'-0' Ib 27,_0, ~n - _l 0 o J ° WEST ELEVATION N o " EAST ELEVATION o Z Q 3.0' WIDE ~ 3.0' WIDE M (ZONES2A3)~ ~ (ZONE 21 T#B RIDGECAP ~(ZONE5283f III III b~ OZONE I) b~ (ZONE 31 DRAWN BY: MOSIER DATE: 2/12/2013 (ZONE 21 ® ® CHECKED BY: C. DOYLE DATE: 02/19/13 (ZONE 3) 5" O.G. GUTTERS e REVISED DATE: REVISED DATE REVISED DATE. HI-RIB STEEL SIDING REVISED DATE, T#21 CORNER TRIM ,~+uv++++euW T#167 TRANSITION TRIM E HI-RIB STEEL WAINSCOT AC0 • L. SG • 764 T#167 BASE TRIM 9r''~ r0~*~e } • ~ z. ~ ~ ~ • 540'WIDE (ZONE 4) ~ , ~aeon+r+ 3.0'WIDE~ 3.0'WIDE + `3 (ZONE 5) (ZONE 51 Q 4 15'-0" 30'-0" ~ 15'-D" SOUTH ELEVATION 4 ° 2' B' O SCALE: SCALE: AS NOTED `0 1' 4 16 SHEET NO. S4oFS13 OFFICE 2xb/2x4 GUARDRAIL ? CUTCHOGUE, NY 2)2x4 UPRIGHTS @ 4' O.C. ? #9x2-1 /2" SCREWS ? JOB NO. STAIR CRITERIA 2100 MSR SPF~ 2x6/2x4 GUARDRAIL ? 128-026505 FASTEN TOGETHER W/ 17 RISERS: 15 @ 7 1 /2", 2 @ 7 3/4" = 10'-8" (b) #9x2-1 /2"SCREWS 16 TREADS @ 10"= 13'-4" 2x41NTERMEDIATE NAILER 1x8 RISER TO COVER JOIST HANGERS FASTEN TO UPRIGHTS W/ (22x4 UPRI 2H00 MSR SPF) ? 2x12 HEADER 10 -1 1 /2 (2) #9x2-1 /2" SCREWS 7/16"OSB? JOIST HANGERS 2x6 KICKBOARD ? 2x41NTERMEDIATE NAILER? 7/16" OSB ? (2~ 2x8 HEADERS ~ 7/16" OSB ? w FASTEN TO RIM JOIST W/ ~ ~ (2) 1/2"x7 1/2" M. BOLTS & ? 2x6 KICKBOARD ? O w (2) 30d R.S. NAILS ~ ~ Z O x 10,_8, b'-10" O 0 a TOP OF CONCRETE 2x12 TREADS FLOOR TO TOP OF RIPPED TO 10" Z FLOOR DECKING (3) 2x12 STRINGERS ~ 2xb/2x4 GUARDRAIL ? 4 0 pi 1 1 1 TOP OF CONCRETE 1x10 RISERS RIPPED 71/2' GUARDRAIL ELEVATION z FLOOR TO BOTTOM TO FIT OF FLOOR JOISTS DOUBLE 2x4 UPRIGHTS? J @ 48" O.C. Q 1 2x41NTERMEDIATE ? ~ Z ~n 2x4 BRACING NAILER 30d R.S. NAIL ? ~ O 2x4 STUDWALL @ 16" O.C. 2x4 KICKBOARD ? O .p STRINGERS MUST BE SUPPORTED 4 ~ W Z 0 @ 8' O,C. MAXIMUM. 2x4 TREATED 80TTOM PLATE 7 3/4 1 /2"x7 1 /2" M. BOLT w/ ? Z FASTENED TO CONCRETE W/ ~ 1'S WASHER (3" O.D., 9/16" I.D.) O ! l .o 1/4"x23/4"TAPCONS 2x4 TREATED KICKER 73/4" _ r,~ ~ ~ O 13'-4" = O STAIR SECTION D U ~ 2x12 HEADER X2250 MSRJ SCALE: 1 /2" = 1'-0" O z m O a Z W = 2x8 (NO. 1 SYPJ JOISTS Q ~ @ 16" O.C. a 0 g 2x12 HEADERS (2250 MSR) J Y 2 DRAWN BY.' MOSIER DATE: 2/12/2013 2x8 JOIST CHECKED BY.' C. DOYLE DATE.' 02/19/13 REVISED DATE: - 2x12HEADERS REVISED DATE: 2x8 RIM JOIST (2250 MSR) REVISED GATE: SIMPSON LUS28-2 HANGER @ THIS CONNECTION FASTEN TO 2x8 JOIST ~ REVISED DATE W/(6) 0.148"x 1.5" lOd NAILS S.TO (2) pF NEW 2x8 HEADER W/(4) 0.148" x 3" lOd NAILS (2) 2x8 HEADERS]j~ 0P [~'p L SG P~z~ d* ? Tp,*r ~r . ~ Z. 6 1 ~ ~^9 ~•ro nn~npo o~ . 04 ~ 13 SCALE: AS NOTED 2x12 HEADER (2250 MSR) JOIST LAYOUT SHEET NO. SCALE: 1/4"= 1'-0" S7 OF S ~ 3 OfFICB CUTCHOGUE. NY JOB NO, 128-026505 NAIL 2x10 SIDE FRAMES TO DOUBLE 2x10 TOP HEAD- ER WITH (3) 20D R.S. NAILS PER CONNECTION (6 PER END). INSTALL SIMPSON HUS210-2 DOUBLE JOIST HANGERS, FILLING ALL HOLES WITH 16D R.S. NAILS (16 PER HANGER). ANGLE 4 NAILS INTO DOUBLE TOP HEADER d START b NAILS INTO SIDE FRAME (NAIL FULLY WHEN HEADER FRAMING ASSEMBLY IS INSTALLED BETWEEN TRUSSES. ~ o U ~ DOUBLE 2x1051DE SUPPORTS DOUBLE 2x10 HEADER ~ ~ g w INSTALL DOUBLE 2x10 SIDE HEADERS BETWEEN DOUBLE 2x10 TOP HEADER & ~ m SINGLE 2x10 BOTTOM HEADER. NAIL WITH (3) 20D R.S. NAILS PER ~ CONNECTION (b PER END). INSTALL SIMPSON HUS210-2 DOUBLE JOIST O Z HANGERS, FILLING ALL HOLES WITH 16D R.S. NAILS (16 PER HANGER). z 0 ^ a V z OG W NAIL 2x10 SIDE FRAMES TO USINGLE 2x10 INSIDE BOTTOM HEADER WITH 1 1 1 (3) 20D R.S. NAILS PER END. INSTALL ADJ. JOIST HANGERS, BENDING z TABS OVER SIDE FRAMES & FILLING ALL HOLES WITH 1-1 /2" R.S. NAILS. 2x6 PURLIN W{CLIPS>~ INSTALL ADJ. JOIST HANGER ON EACH END OF 2x10 OUTSIDE > } BOTTOM HEADER, FILLING ALL HOLES WITH 1-172" R.S. NAILS. NAIL fn Z HEADER BETWEEN 2x10 SIDE FRAMES WITH (3~ 20D R.S. NAILS PER G~ Q END & FILL ALL HOLES OF ADJ. JOIST HANGERS WITH 1-1 (2" R.S. NAIL 2xb STIFFENERS (TOP & BOTTOM) q NAILS (BEND TABS OVER SIDE FRAMES). BETWEEN (2) 2x10 BOTTOM HEADERS ~ - WITH 1 OD GUN NAILS 8" O.C. W ~ Z o DORMER HEADER FRAMING _ U SCALE; 1/2"= 1'-0" ~ J F- O Z o U ~ o Q g Z O V a HEADLOK .19" x 6.0" FLATHEAD LAG SCREWS® ~ 2x4 PURLINS Q 24" O.C. 1 1 1 (2) 20d NAILS TOE NAILED Q ~ a 10 1(2" T-0" Q ,A g J DORMER TRUSS DORMER FRONT FRAME FASTEN ® 2 TO FRONT PLATE AND SIDE 2x6 PURLINS FRAMES W/20d NAILS ~ 8" O.C. BUILDING RAFTER (BEYOND) 7/16"OSg DRAWN BY.' MOSIER Q DORMER SIDE FRAME FASTEN TO y~ ' GATE: 2{12/2013 SIDE PLATES W/20d NAILS @ 8" O.C. 12 a (4) 1 f2" x 4 1 /2" M. BOLTS & 20d NAILS ®8" O.C. STAGGERED CHECKED eY.' C. DOYLE b~ ~ DATE: 02/19(13 X2%4 SIDE AND FRONT PLATES FASTEN TO o FRAMING W/20d NAILS ~ b" O.C. STAGGERED yy REVISED DATE: 9 -g INTERIOR BUILDING COLUMN (BEYOND) REVISED DATE: DORMER HEADER FRAMING ASSEMBLY n ~ REVISED DATE FRAMING CLIP INSTALL 1 FRAMING CLIP TO INSIDE OF EACH DORMER ~ © REVISED DATE; 2x6 BEV. PURLIN SIDE FRAME. BEND TAB UP & FASTEN EACH CLIP WITH (6) #9x1"TR U-GRIP ~ypeomry SCREWS (21NT0 DORMER TRUSS & 41NT0 DORMER SIDE FRAMEj. p - z. E 9~ ' , 1 ~iOiOP~~~~Op 1 DORMER SECTION F o3 SCALE: 1 f2" = 1'-0" SCALE: AS NOTED SNEE7 NO. SlOoFSl3