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. Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: V01 Qt : 1 Desc: VJ 12/12 BV UP <br /> TC 2x4 SPF �{1/1{2-CAN Desiqned per ANSI/TPI 1-2007 Thie truas is deeiqnad vainq the <br /> BC 2x4 SPB �11/#2-CAN Fabrication Tol�rance = 16.06 ASCE7-OS Nind Specification <br /> G8L SLR 2x3 SPF �3-CAN Bearinga desiqned for an FePerp nalue of the Bldq Encloaed = Yen, Importanca Factor = 1.00 <br /> Platinq is basad on quality control factors leseer of the trues chord lumber valua or Trues Location = Not &nd Zona <br /> Cq = 0.84 for xide face and 425 for all bearings. Hurricane/Ocean Line � No , Exp Category = C <br /> Cq = 0.94 fo= narror face. This deaiqn does not account for lonq t�rm Bldq Lanqth = 80.00 ft, Bldq Width = 40.00 ft <br /> Any alterations to thia aze shown for time dependent loadinq (creep). Buildinq Mean roof heiqht � 13.75 ft, mph = 90 <br /> individual joiats on tha Joint Report. Dwsignar must account for this. ASCE7 II Standard Occupancy, D�ad Load = 12.0 psf <br /> THIS DESIGN IS TFIE COMYOSITE R&StILT OF Refer to Joint QC Detail Sheet for Desiqned as Main iPind Force Resistinq System <br /> MULTIPLfi L011D CASBS. Maximum Rotational Tolerance used - Lop-rise and Components and Claddinq <br /> Loaded for 10 PSF non-concurrent HCLL. IRC/IBC trusa plata values are based on Tributary Area = 30 eqft <br /> Valley Truae application only; not de�iqn�d tastinq and approval aa r�quirad by IBC 1703 <br /> for wind load applied to the face. Web and ANSI/TPI and are reported in availablo <br /> bracing is required if shown. documents aa ER-1607 and ESR-1118. <br /> 20 psf bottom chord live load NOT required Gable varticsla aro 2x 3 vab material spacad <br /> on thia trues, par IBC/IRC requiremente for at 48.0 " o.c. mlees noted otheraiae. <br /> attics rith limitad storago. <br /> � Joint Locationa = <br /> 1 0- 0- 0 6 0- 0- 0 <br /> 2 3- 5-13 7 3- 5-13 <br /> 3 7- 5-13 8 7- 5-13 <br /> 4 11- 5-13 9 11- 5-13 <br /> 3-5-13 , 4-0-0 4-0-0 3-5-73 , 5 14-11-10 10 14-11-SO <br /> 3-5-13 7-5-13 11•5-13 14-11-10 <br /> 7-5-13 7-5-13 <br /> r 1 2 �3 4 5 <br /> 12 00 -1� <br /> R3X4 <br /> 7-6-1 7�6-1 <br /> SHIP <br /> TX3 2X3 <br /> 0-0-4 0-0-4 <br /> 14-11-10 <br /> � 6 7 8 9 10' <br /> 3•5-13� 4-0-0_i 4-0-0 � 3-5-13 1 <br /> 3-5-13 7-5-13 11-5-13 14-11-10 <br /> TYPICAL PLATE:1.SX4 10/21/2015 <br /> OVER CONTINUOUS SUPPORT <br /> All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:3/16"=1' <br /> AUTOMATED WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. .1ob Name:STRUCK <br /> This aesipn is ior an inCividual DuilAing eomponent not truss nysbm.It�as bwn basetl on apeeiFlwtiona providotl by tha eomponent ma�ufatturer Chk: <br /> BUI LDI NG and done In accordance wiM the currant vanlons of TPI end AFPA design atendartls.No responsibility le assumed tor dlmanslonal accuracy.Dimenslons <br /> De r: ADG <br /> COM PON E NTS �to be wriflad by tM componsnt manufaNurer andlor building designar prlor to fabrlcaUon.TM buildinq dasipi»r must uaensin that Ne bads � <br /> utilizad on this daslgn mast or exusd The Ioading imposed Dy tM local building code and Me parlicuWr appllcatlon.TM component manufacturx Is not the TC Live 35.00 psf DuiFaCa L=1.15 Pal.15 <br /> bullding dealgnar.The Msign assurtws thM Ma top chord is IaNrelly bredd by the roof or floor shaathing and the botlom ehord Is laterolly bracad by a r1gW <br /> sherthing maUNal Olrectly altached,unlns otharwis�noteA.Brociny ahown Is for lataral support of canponant m�mGn only M nduce buckling Nngt�.Thls TC Dead 10.00 paf Rap a4>r snd 1.15 <br /> 1111 8TH STREET wmDo�e��6ha11 not be placed in any environment that will wuse iha moAtura conbM of the wood to exceed/9°K and/or causa wn�ector plata corrosion. gC Live 0.00 paf O.C.Spacinq 2- 0- 0 <br /> C HETEK�W)�72$ Fabrlcare,hantlN,ImGll and braa thle trup in acewdanca wIM th�folbwing eferrdarda:'Jolnt and Cutting Mtall Raporb'avaNab�o as outpul fran Truswal <br /> software,'ANSYT%1','1MCA 1'-WooE Truu Council of America Standartl Design Responsibililba,'BUILDING COMPONENT SAFETV INfORMATION'- HC Dead 10.00 Pef DlSicJn SpeC IRC-2012 <br /> PHONE: (800)524-9990 (BCSI)and'BCSI SUNMARY SHEETS'by WTCA and TPI.The Tnus Plate Instkute(TP�is bcated et 378 N.Las Street Sulh 312, <br /> FAX:(715)924-2585 Alezandria,VA 22314.The Ameriean Fonat and Paper bsxiation(AFPA)is locatd at 11 it 19th Street,NW,Sta 800,Washington,DC]0036. TOT�I. 55.00 pef Seqn T6.5.20 - 126270 <br />