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. 4 rh gnm 202198 GAR ROOF <br /> T,�MMA)e.o2Sof;,�n7 , 3 PCs of 13/4" x 16" 2.0E Parallam@ PSL <br /> Wer:2 OM IM2 253:55 PM <br /> Pop 1 ftinevesion:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> —CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Mende Slope:•M2 Roof SlopeM2 <br /> 2y.6" , <br /> All dlimenislons are horizontal. Product Diagram is Concepwal. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:l' <br /> Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Roof(1:25) 130.0 49.0 0 To 29'6' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions abs) Detail Other <br /> Width Length LWaMead/UplMrotal <br /> 1 Wood column 5.25" 5.25" 2508/1331/0/3839 L5 None <br /> 2 Wood column 5.25" 5.25" 2508/1331/0/3839 L5 None <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear abs) 3757 -3378 20300 Passed(17%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 27122 27122 65540 Passed(41%) MID Span 1 under Roof loading <br /> Live Load Defl(un) 0.766 0.962 Passed(U452) MID Span 1 under Roof loading <br /> Total Load Deft(i n) 1.173 1.444 Passed(U295) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:Lr360,TL:L240). <br /> -Bracing(Lu):AN compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the stung of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and 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 SPECIFIERS/BUILDER'S GUIDES for mufiiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514636-6889 <br /> Fax :651408-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by True Joist, a Weyerhaeuser Business <br /> Parallame is a registered trademark of Trus Joist. <br />