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202392 BED 4 WDW <br /> .ViNfr �auunms 2 Pcs of 1 314" x 9 1/2" 2.0E Parallam® PSL <br /> TJ-Seam(TM)6.0.5 Serial Number.70102001661 <br /> Page 2 Engine <br /> arson: PM THIS PRODUCT MEETS OR EXCEEDS TH€ SET DESIGN <br /> Page 1 Engine Version:1.5.1a <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:$/12 Roof Slope0r12 <br /> All 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(psi):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Unifomi(plf) Roof(1.25) 700.0 263.0 0 To 2' Adds To <br /> Tapered(plf) Roof(1.25) 700.0 To 620.0 263.0 To 233.0 2'To 5'9" Adds To <br /> Uniform(plf) Roof(1.25) 580.0 218.0 5'9"To 7' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions Ohs} Detail Other <br /> Width Length LivelDeaditlplif/Total <br /> 1 Plate on masonry wail 5.25" 5.25" 2530/987/0/3517 Ll:Blocking 1 Ply 1 3/4"2.0E Paraltam®PSL <br /> 2 Plate on masonry wall 5.25" 5.25" 2350/919/0/3269 L1:Blocking 1 Ply 1 3/4"2.0E Parallarrtrth PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 3196 2253 8035 Passed(28%) Lt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 4980. 4980 16321 Passed(31%) MID Span 1 under Roof loading <br /> Live Load Defl(in) 0.065 0.213 Passed(L1999+) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.090 0.319 Passed(L/850) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). <br /> -Bracing(Lu):Al 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 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 <br /> 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 /> DFPPLANN!NGDESIGN@VISI.COM <br /> Copyright B' 2002 by Trus Joist, a Weyerhaeuser Business <br /> Paraliaoe is a registered trademark of Trus Joist. <br />