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�^� ��td�GI�{� ' DeckBeam ' �C7��('CJCO � <br /> TJBeam�B255e�u1Nom�.-'�oo5+zii+z`" 2 Pcs of 1 1/2" x 11 1/4" 1.3E Solid Sawn Hem-Fir#2 <br /> ��; EngiBr�Vcrsxn ez�„ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN �5 r`�v��Y <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED �Q��u La{�'�v�i� <br /> C Y �� �� ��� �aSP Gvt��� <br /> +� � � z❑ <br /> . s���n,. <br /> Protluct Diegrem is Conceptual. <br /> LOADS: <br /> Malysis is(or a Drop 8eam Member. TriMrtary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psn:40.0 Live al 100%duration,12.0 Dead <br /> Vertipl Loads: <br /> Type Class Live Dead Lceatlon Appllcatlon Commenl <br /> Uni/orm(psQ Floor(1.00) 164.9 42.7 0 To 8'312" Replaces <br /> UnHorm(ps� Fioor(1.00) 80.0 24.0 OToB'312" Replaces <br /> SUPPqR7S' <br /> InpW Bearing Vertical Reactions(Ibs) Detail Other <br /> Wldth Length Llve/DeadlUpllRlTofal <br /> 1 Woodcrolumn 7.25' t.SO" 1075/305/O1132i ByOthers None <br /> 2 Wood column 725' 1.50" 1015 1 305/O l 1321 By Olhers None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for dMail(s):By Olhers <br /> DESIGN CONTROLS: <br /> Matimum Design Controi Control Location <br /> Shear(Ibs) 1168 �830 3375 Passed(25%) Rt.end Span 1 under Floor loading <br /> Moment(FI-Lbs) 2142 2142 4482 Passed(48%) MID Span 1 under Floor loading <br /> Live Load Deli(in) 0.034 0.244 Passed(IJ'�J9+) MID Span 1 under Fbor bading <br /> Total Load Defl(in) 0.045 0.367 Passed(U9�J9+) MID Span 1 under Flow bading <br /> •Deflection Crileria:STANDARD(LL:L/dGO,TL:LR40). <br /> -Bracing(LuJ:All compression edges(top and botlom)must be braced at 8'4"o/c unless detailed olhervrise. Proper atlachment and positioning of lateral <br /> bracing is�equired to achieve member stabildy. <br /> -The allowable shear siress(Fv)has not been increased due lo Ihe potenlial of splits,checks and shakes. See NDS for applicabildy of i�crease. <br /> -Analysis assumes continuous membec Lap joinis,spiices and�nger pints significantly reduce member pedormance and have not been considered. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from sofM1vare developed by Trus Joist(TJ). TJ vr�rtants Ihe siziry of its products by lhis sofMare will be <br /> accomplished in accordance vnlh TJ product design cr.teria and code accepted design ralues. The specific producl applicalir.n,inpul design loads,and <br /> stated dimensions have been provided by the soflware usec This oulput has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check wilh your supplier or TJ technical represe�ative for producl availabildy. <br /> -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn Iumber analysis is in acwrdance <br /> with 2001 NDS melhodology. <br /> -Allowable Siress Design melhodology was used for Building Code IBC analyzing ihe solid:.awn lumber material lisled above. <br /> -Note�.See TJ SPEGFIER'S/BUILDER'S GUIDES fw muNip�e ply conneclion. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Randolph Deck Dale Parne�l <br /> Design Lines,Inc. <br /> Phone:425353-0531 <br /> Fax :425353�6C186 <br /> daleQdesignlines.com <br /> �"...�.�•t I.�lit •�� .��t�li� 1.) T1��:'. .li.11t. .1 F'..�..111.1..�1�..1 Uu�llt�'�� // <br /> ••{\:`....IrU'e�C�IIN.V..•�{: Ie.N d.enr I I / <br /> vy <br /> / <br />