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0 4W / 0 202198 BSMT BED 5 WDW <br /> N� 6M„T,anc� &M 7 , 2 PCs of 13/4” x 91/2" 2.0E ParallarrO PSL <br /> Uaee 2 6H2=91.01k-23 AM <br /> Pagel SVine Venkn:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 2 <br /> o � � <br /> Product DisWam is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(pef):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: - <br /> Type Class Live Dead Location Application Comment <br /> Uniform(pif) Floor(1.00) 400.0 150.0 O To 9' Adds To <br /> (1) Point(lbs) Fbor(1.00) 0 3282 3" - <br /> -(1)Analysis assumes loads are passed through to support: Sufficient strength fun depth blocking,rim or squash blocks are required at support(s):1 The <br /> accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting pant bads are included in the reported SUPPORT(S) <br /> raictlons. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the <br /> supporting member below. <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Llvdtkad/tlplif notal <br /> 1 Wood column 5.25" 5.25" 1980/4071/016051 L5 None <br /> 2 Wood column 5.25" 5.25" 1980/789/0/2769 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shea(Ibs) 2577 -2013 6428 Passed(31%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 5395 5395 13057 Passed(41%) MID Span 1 under Floor baling <br /> Live Load Defl(in) 0.111 0.279 Passed(LI907) MID Span 1 under Floor loading <br /> Total Load Dell(n) 0.155 0.419 Passed(1-1649) MID Span 1 under Floor baling <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L240). <br /> -Braang(Lu):Al compression edges(top and bottom)must be braced at 7 8"o%unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:651463S-6889 <br /> Fax :651-638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallame is a registered trademark of Trus Joist. <br />