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S ' <br /> iPASSED <br /> Level, Roof: Drop Beam <br /> 1 piece(s)a x 6 DF No.2 <br /> C•:erall Length:10'' <br /> r , <br /> tom, <br /> (3 <br /> u <br /> All locations are measurCd from the outside face of left support(or loft cantilever end).All dimensions are honzonlal. <br /> Design Results_ Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Me S mber Reaction(Ibs) 1180 @ 8' 1/4" 5206(3.50") Passed(234o) -- 1.0 D+ 1.0 Lr(All Spans) Member Type.Drop Beam <br /> Shear(Ibs) -- _ _685 @ 7'10" 2888_ Passed(24%) 1.25 1.0 D+1.0 Lr(All Spans) Budding Use:Residential <br /> Budding Code:IBC 2021 <br /> Moment(E't•lbs)_ 1392 @ 4'1 3/1_6" - 2151 - Passed(65%) 1.25 1.0 D+1.0 Lr(Alt Spans) Design Methodology:nsD <br /> Live I n-id Oefl.(in}_--- 0.125 4'3 1/16" 0.414 Passed(L/796) 1.0 D+1.0 Lr(Alt Spans) Member Pitch:0112 <br /> J(A,ii I d Defl (m) 0. 13116" 0.55.1 Passed(L/460) 1.0 D+ 1.0 Lr(Alt Spans) w \ <br /> • - the team stab,hty factor. ��.' Try r <br /> VIA$ <br /> Bearing Length Loads to Supports(Ibs) ry r <br /> Supports Total Available Required Dead Roof Live Factored Accessories <br /> t <br /> i Shri mall-SPP 3 50" 3.50" 1.50- 321 416 738 Blocking <br /> 1-Stud.call Svr ;.5�. ( 3.50, 1,50" 524 656 1180 Blocking <br /> r Blocking Pancis are assunwa to carry no lard ,pi.rcLi d C[ly Tbow thC01 al id Ih^Full bad r applied le 1110 member being designed. <br /> Lateral Bracing Bracing Intervats Comments <br /> 10 <br /> (Cullnm F rye(Lu) l I11 / n,;- <br /> .Mawnum albwable bracing intervals based on dpphe;l load. <br /> 1 <br /> Dead Roof Live <br /> Vertical Loads Location(Side) Tributary Width (0.40) (non-snow:1.25) Comments <br /> ____ <br /> ------- --------....---- - -------_-.. - <br /> 0-Self Weight(PLF} 0 to 10'!" N/A 9 <br /> t Uniform(PSI; 0 to 10'/"(FronU S' I5,0 20.0 Default 1-cad <br /> Member Notes <br /> FRONrrOROI III rr: — -- <br /> Weyerh:lcuscr idutcs — -- -�---- <br /> • ,W h; ;;f_Ct design rnteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> I-a i 1 I �sional as dt-terrnined by the authority having jurisdiction.The designer of record,builder or framer is <br /> .,r;,Blocking Panels and Squash Blorks)are not designed by this software.Products manufactured at <br /> W, 1 1 1 i tied Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br /> i�l.i..- ii .I.I.r.d,l i.: ,• _,ru..r..:ic product lit(•rature and installation details refer to <br /> • i des,an loads,dime -.a;ns and support mformauen have been prcmdad by Nick tA,Casrade Lumber Inc. <br /> Fortclii Software Operator .lob Notes 10/9/1023 7:14:04 PM UTC <br /> l 1,F:1NDE RSON F 100R JOI S15 r,+ <br /> RSON I n°EsryFE Ilori(:S /',''tr ForteWEB v3.6,Engine:V8.3.1.5,Data:V8.1.4.1 <br /> .! 03 N11P <br /> :I n rI I+xaFs.cola �Ctycrh.u•n«.r File Name: CASCADE LUMBER <br /> - Page 1/ 1 <br />