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.�� OLLUir. <br /> 202198 FOYER/DINING <br /> T,�,,,�amSe",�,m7M0, 2 PCs of 1 3/4" x 91/2" 2.0E Parallam® PSL <br /> U,ac2 8M1=a1Qs7PM <br /> Pa"I Engine Version:1.11 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> —CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> s qtr - <br /> Product Dieprarn is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:V <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Loca w Application Comment <br /> Unifonn(plf) Floor(1.00) 530.0 199.0 0 To&3' Adds To <br /> Uniform(pit) Fbor(1.00) 290.0 109.0 8'3"To 10' Adds To <br /> Point(lbs) Floor(1.00) 0 1594 &6' - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Upllti/Totai <br /> 1 Wood column 5.25' 5.25" 2824/1314/0/4137 L5 None <br /> 2 Wood column 5.2T 5.25" 24561236610/4823 L5 None <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear Obs) -4678 -4252 6428 Passed(66%) Rt.end Span 1 under Floor boding <br /> Moment(Ft-Lbs) 9521 9521 13057 Passed(73%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.215 0.313 Passed(1-524) MID Span 1 under Floor badmg <br /> Total Load Dell(in) 0.338 0.469 Passed(Lr333) MID Span 1 under Floor boding <br /> -Deflection Criteria:STANDARD(LL:Lr",TLLt240). <br /> -Bracing(Lu):AB compression edges(top and bottom)must be braced at 7 8'o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> 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 software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design bads,and <br /> stated dimensions have been provided by the software user. This output has rat 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 multiple ply oonnedion. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514366889 <br /> Fax :6514338-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam0 is a registered trademark of Trus Joist. <br />