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FROM : D.F.P. PLANNING a DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:34PM P24 <br /> KIT WDW <br /> c V55 Sna1Nub 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> ,rJ.eeflmTM v5.55 $enol Number:70010347 <br /> BFAMUSA 1111 11/6/00 1 31:35 PM <br /> Page 1 Of 1 Build Cock..146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 5.,8.. <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(plf) Floor(1.00) 53 20 0 to 5'8" Adds to <br /> Uniform(plf) Roof(1.25). 440 165 0 to 1' Adds to <br /> Uniform(plf) Roof(1.25) 440 165 3'7"to 4'2" Adds to <br /> Point(lbs.) Roof(1.25) 0 1059 1' Adds to <br /> Point(Ibs.) Roof(1.25) 0 1059 3'7" Adds to <br /> Point(Ibs.) Roof(1.26) 0 6064 4'2" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 758 13026/3784 1 9.5" Detail A3 1.25"LSL Rim <br /> 2 Column 5,25" 4" 4651566816134 1 9.5' Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 6091 5614 5686 Passed(99%) Rt.end Span 1 under Dead load <br /> Moment(ft'-lb) 7136 6683 11840 Passed(56%) MID Span 1 under Dead load <br /> Live Defl.(in) 0.007 . 0.168 Passed(U999+) MID Span 1 under Roof loading <br /> Total IDefi(in) 0.078 0.252 Passed(U777) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:U240). <br /> -Bracing(LLJ):All compression edges(top and bottom)'must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT' The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this <br /> software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product <br /> application, input design loads, and stated dimensions have been provided by the software user_ This output has not been reviewed by <br /> a TJ Associate. <br /> -Not alt products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. <br /> -Note'See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P.Planning&Design <br /> Terry Mikkelsen <br /> 4797 highway 10 n,e. <br /> arden hills, mn 55112 <br /> 651-636-6669 <br /> 651-638-1412 <br /> Copyright®2000 by Trus Joist,a Weyerhaeuser Business, TJ-ProTM an TJ-Beam""are treeemarks of True Joist <br /> MierpllemM+is a registered traderearx of Trus Joist. <br /> 64" <br />