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l //a/��A 202392 BED 2 WDW <br /> TJ-Beam(TM)6.05 Series Number aeu��/'o ,�; 2 Pcs of 1 3/4" x 91/2 2.0E Parallam®PSL <br /> User; 12/20102 2:50:20 2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member 9112 Roof Slopeet12 <br /> AU dimensions are horizontaL Product.Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <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) 200.0 75.0 0 To 9" Adds To <br /> Uniform(plf) Roof(1.25) 760.0 285.0 9"To 5' Adds To <br /> Point(lbs) Roof(1.25) 0 7981 9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/UplittITotal <br /> 1 Plate on masonry wail 5.25" 6.32" 1592/7806/0/9398 11:Blocking 1 Ply 1 3/4"2.0E Rarebit*PSL <br /> 2 Plate on masonry wall 5.25" 5.25" 1988/1569/0/3557 L1:Blocking 1 Ply 1 3/4"2.0E Parallamel PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> -Bearing length requirement exceeds input at support(s)1_Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 9292 -2192 8035 Passed(27%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 4641 3392 11751 PageAl(29%) Mu)Span 1 under Dead-loading <br /> Live Load Deft(in) 0.019 0.146 Passed(L1999+) MID Span 1 under Roof loading <br /> Total Load Deft(in) 0.048 0.219 Passed(L/999+) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:Lt360,TL:L/240) <br /> -Bracing(Lu):Ali compression edges(top and bottom)must be braced at Z 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! Theranalysis 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 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 SPECIFIER'S/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 ® 2002 by Trus Joist, a Weyerhaeuser Business <br /> Paratlam® is a registered trademark of Trus Joist. <br />