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. Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: V03 Qt : 1 Desc: VJ 12/12 BV UP <br /> TC 2x4 SPF pl/#2-CAN Dasigned per ANSI/TPI 1-2007 This trusa is designed ueinq ihe <br /> BC 2x4 SPS �1/II2-CAN Fabrication Toleranco = 16.0$ ASCE7-05 Wind Specafication <br /> GBL SLK 2a3 3PF N3-CAN Beariaqs desiqned for an FePerp value of tha Sldq Enclosed = Yes, Importance Factor = 1.00 <br /> Plating is baaad on quality control factora laaser of the truss chord lumbar valu� or Truse Location = Not End Zono <br /> Cq = 0.84 for Mide face and d25 for all bearinqs. Hurricane/Ocean Line � No Exp Category = C <br /> Cq = 0.94 for narrow fac�. Thia desiqn doae not account for lonq t�rm Sldq Langth = 80.00 ft, Bldg Width = 40.00 ft <br /> Any alterationa to this are shown for time dependent loadinq (creep). Buildinq Mean roof heiqht = 11.75 ft, mph = 90 <br /> individual joints on the Joint R�port. Designe= must account for this. ASCE7 II Standard Occupancy, Dead Load = 12.0 paf <br /> THIS DESIGN IS TEIE COHPOSITE RESIILT OF Refer to Joini QC Detail Sheet for Desiqned as Main Siind Force Aesistinq System <br /> NULTIPLE LOAD CAS&S. Maximum Rotational Tolerance used - Lox-xise and Components and Claddinq <br /> Loaded foi 10 PSF non-concurrent HCLL. IRC/IBC tsusa plata valuea ase based on Tzibutary Area = 14 aqft <br /> Vallay Truae application only; noi daaigned tasting and approval ae roquirad by IBC 1703 <br /> for wind load applied to the faco. Web and ANSI/TPI and are reportad in availabla <br /> bracinq ie raquirad if ahorn. documents as ER-1607 and ESR-1118. <br /> 20 psf bottom chord live load NOT required Gable verticals aro 2x 3 rob matarial apacod <br /> on thia trusa, par IBC/IRC raquirements for at 48.0 " o.c. unlase noted othervise. <br /> attics �+ith limitad storage. <br /> �� Joint Locationa = <br /> 1 0- 0- 0 4 0- 0- 0 <br /> 2 3- 5-13 5 3- 5-13 <br /> 3-5-13 � 3-5-13 3 6-11-10 6 6-11-10 <br /> 3-5-13 6-11-10 <br /> r 3•5-13 i 3-5-13 <br /> 1 2 3 <br /> 12.�0 -12 00 <br /> R3X4 <br /> 3-8-1 3�-1 <br /> SHIP <br /> 0-0-4 1.5X4 0-0-4 <br /> 6-11-10 <br /> 4 5 6 <br /> 3-5•_1� 3-5-13� <br /> TYPICAL PLATE:2X3 3S•13 6-11-10 10/21/2015 <br /> OVER CONTINUOUS SUPPORT <br /> Alt plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,posltioned per Joint Detail Reports avaiiable from Truswal software,unless noted. Scale:7/16"=1' <br /> AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ab Name:srrtucK <br /> This desipn ia for an intlivitlual builAing eomponant not truas sysbm.It has he�n basetl on spxiflcations D����Dy tM wmponent manufacturar Chk: <br /> BU ILDI N G end dane in accortlance witl�the currerA verslona of TPI and AFPA dasign atandarda.No msponslbillty Is assumed for dimanalonal acwracy.Dimenslons <br /> m to be verified by Ne comporwm manulacluref andlor buildinp tl�signar pAor 10 fabrlcatlon.TM buildinp dssipner must asewtain Mat Me bada Degnt: ADG <br /> COM PON ENTS utfNzetl on Mis design meet or excead tlia loading impoaed Ey fha bcal bulWinp eoM anA tM part{cu4r applleation.Tha compo�arrt manufacturer Is not the � Live 35.00 pe! Du=Face I�1.15 P++1.15 <br /> bullding designx.Tlw deslgn asaumes thet ths top chord Is letarally Drocsd by the roof or floor ehsaNiing and Me Doltom ehord is laterally braced by a rigfd <br /> cAeathing materlal dinetly atlac�ed,unkss otherwisa notetl.Bracinp shown I�for lateral support of wmpon�nt memben only to retluea buckling lenpth.Thle TC Dead SO.00 psf Rap 19�r Bnd 1.15 <br /> 1111 8TH STREET component shall not bs placed In any environmant that wfll uuss Ms moistun contaM of the wood to exceed 19X and/or wuse connector plats cortoAon. $C Live 0.00 pa f o.c.sPaciny 2- o- o <br /> CHETEK�W��72$ Fabrlcah,handb,Inatall and braca thb truss In aecordance wtth tho following atandarda:'Joint and Cuttlng Dstall Reports'available as outpW from Truawal <br /> software,'ANSUTPt 7','WfCA 1'•Wood Truss CounNl M Amarica SGnAard Desipn Rpponaibilitlea,'BUILDING COMPONENT SAFEri INFORMATION'- SC Dead 10.00 PB f Deaiqn SPeC IRC-2012 <br /> PHONE:(800)524�9990 (BCSI)a�W BC51 SUMMARV SHEETS'by VYTCA arM TPI.The Tn�u Plab InatltWe(TP1)Is bcffied at 218 N.Lee Street Suite]12, <br /> FAX:(715)924-2585 Absandria,VA 2231I.Ths American Forasl and Paper Assocfation(AFPA)is lowted rt 1111 i9th SUeet,NW,S1e 600,Washi�gton,DC 20036. TOTAL 55.00 paf Secin T6.5.20 - 126272 <br />