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� Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: VO4 Qt : 1 Desc: VJ 12/12 BV UP <br /> TC 2x4 SPF �1/1{2-CAN Deaiqned per ANSI/TPI 1-2007 Thia truaa is desic�nad usinq the <br /> BC 2x4 SPP wl/N2-CAN Fabrication Tolarance = 16.08 ASCE7-OS Wind Specification <br /> GBI, SLR 2x3 SPF �{3-CAN Bearinga desiqned for an FePerp value of tha Hldq Enclosed = Yea, Importance Factor = 1.00 <br /> Platinq is bas�d on quality control factora leasar of the truss chord lumbar value or Tzusa 7.ocation = xot &nd Zone <br /> Cq = 0.84 for xide face and 425 for all bearinge. 8urricane/Ocean Line = No Exp Cateqozy = C <br /> Cq = 0.94 for narrovr faca. This dasiqn does not account for lonq t�rm Hldg Iwngth = 80.00 ft, Bldq Width = 40.00 ft <br /> Any alterationa to this are shown for time dependent loading (creep). Buildl�q l7ean roof heiqht = 10.75 ft, mph � 90 <br /> individual jointa on the Joint Repozt. D�siqner must account for this. ASCE7 II Standard Occupancy, Daad Load = 12.0 psf <br /> THIS DESIR7 IS TH8 COMPOSITE RESUI.T OF Refer to Joint QC Dntail Sheet for Designed as Main Wind Force Reaistinq System <br /> MULT2PL8 LOAD CASES. Maximum Rotational Tolerance uaed - Lox-rise and Componente and Claddinq <br /> Loaded for 10 PSF non-concurrent BCLL. IRC/IBC trues plata values are based on Tributazy Area = 6 eqft <br /> Valley Truas application only; not dsaignad tasting and approval aa raquired by IBC 1703 <br /> for M1I1CI load applied to the face. Nab and AN3I/TPI and are raported in available <br /> bracinq is required if ahorn. documants as ER-1607 and ESR-1118. <br /> 20 psf bottom chord live load NOT required Gable verticals aro 2x 3 wob matorial apacod <br /> on thia truae, per IBC/IRC requirements for at 48.0 " o.c. unlaaa noted otherwise. <br /> attice �vith limitad atoraqo. <br /> � Joint Locations � <br /> 1= 0- 0- 0 4 0- 0- 0 <br /> 2 1- 5-13 5 1- 5-13 <br /> 3 2-11-10 6 2-i1-10 <br /> 7-5-13 1-5-13 � <br /> 1-5-13 2-11-10 <br /> 1-5-13 h 1-5•13 � <br /> � 1 2 3 <br /> 1� �1-2 0�0 <br /> R3X4 <br /> 1-6•1 1�-1 <br /> SHIP <br /> 0-0�d 1.SX4 0-0� <br /> 2-11-10 � <br /> ' 4 5 6 <br /> �'S'13—i 7�S-�S i <br /> ,.5.,' 2-��-'0 10/21/2015 <br /> TYPICAL PLATE:2X3 <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:0/32"=1' <br /> AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srRuc►c <br /> Thia tlesipn fs for an indNitlual Duiltling componant not truas nystom.It has baen 6a�ad on spaeifications proviMd by N�component manu(aeWror Cjy]�: <br /> B U I LDI N G e^d done in accordanca w1M the cumnt vanlo�a of TPI and AFPA deMgn sWndards. No nsponsiblliry Is assumed for dimenslonal accurary.Dimensions <br /> ara to be verifled by ths eomponsnt manufacturor aMlor building dsaigner O�or to(abricatlon.The building dssignar must asurtain tMt tAa bads DBqtrr: ADG <br /> COM PON ENTS uttlized on thie design mest or exceetl th�Ioatling Imposed 6y tlw local bullding wda antl tAa particula�appllcaGon.The component manufacturer Is not Ms � Live 35.00 psf DurFace I.�1.15 P=1.15 <br /> buildfng dasignx.Tha design asnum�s that tM top chord k latanity 6raced by the root or floor ahsalhing eml Nw boftom dard is IaN21ty braced by a rigid <br /> sharthing matMal directly apschaA,unkss otharwis�noted.Bracing ahown Is for lateral support of canpoiront memban only W�educa buckllnp lenpM.Thia TC Dedd 10.00 Paf Rep l�r Bnd 1.15 <br /> 1111 8TH STREET canponent shall not W placed in any environment that will wuce the moisNre wnbnt o/the wood to ezcwd 19Y.andlw uuss tonnector plata cortoNon. $C LiVe 0.00 pef 0.C.SPdCinq 2- 0- 0 <br /> CHETEK,WI 54728 Fabricatr,handle,Inahll and brau thb truas In accwdancc wlth the folbwlnp afaMards:'Jolnt anA Cutting Detall RepoAs'avallabte as output from Truewal <br /> PHONE: 800 524-9990 ���'�SIlTPI 1',M?CA 1'-Wood Tr�as Council of America StanAartl Ossign RasponsiblliUea,'BUILDING COMPONENT SAFETY INFORMATION'- $C Dead 10.00 p8f DeeicJn SPaC IRC-2012 <br /> � � (BCSI)and'BCSI SUMMARY SHEETS'by WTCA and TPI.The Tn�w Plete Instltute(TPn is bcated at 278 N.Lee Street Sulh 312, <br /> FAX:(715)924-2585 A1s:andria,VA Y2314.TM Amarinn Fomt and Paper Association(AFP/y b locatad at 1111 19th Stroat,NW,Sta 800,Washington,DC 20036. TOTAL 55.00 psf Seqn T6.5.20 - 126273 <br />