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f MECH <br /> rJ (fll�s.as s ,,erial <br /> ;,", o'v1F , 3 PCs of 1 3/4"x 11 718"2.0E Parallam®PSL <br /> tiage2 604031 oPM <br /> Page i Engine Version: <br /> 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> n: <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psI):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Floor(1.00) 760.0 285.0 0 To 10'4" Adds To <br /> Uniform(plf) Floor(1.00) mac) 320.0 0 To 6'3" Adds To <br /> Unifomi(psf) Floor(1.00) 760.0 320.0 9'9"To 10'4" Adds To <br /> Point(tbs) Floor(1.00) O 2090 6'3" - <br /> Point(Ibs) Floor(1.00) 0 2090 9'9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length LiveIDeadiUpfdtITota1 <br /> 1 Pocket in masonry wall 3.50" 3.50" 7401 1 3885/0 1 11286 L4 None <br /> 2 Wood column 5.25" 5.25" 6059 1 5783/0/11842 L5 None <br /> -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L4,L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) -11155 8468 12053 Passed(70%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 27103 27103 29854 Passed(91%) MID Span 1 under Floor loading <br /> Live Load Dell(in) 0221 0.328 Passed(L/534) MID Span 1 under Floor loading <br /> Total Load Dell(in) 0.369 0.493 Passed(U321) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L240). <br /> -Bracing(Lu):Ail compression edges(top and bottom)must be braced at 2 8"a/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is rem 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 software will be <br /> accomplished in accordance with TJ product design criteriaand code accepted design values. The specific product application,input design loads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all 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 Building Code UBC analyzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright o 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />