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., <br /> k, 1--~ieht. <br /> 202392 WET BAR WDW <br /> TJ-$sant M)6.es sena'Ili�o 18O; 2 Pcs of 1 3/4" x 91/2 2.0E Parailame PSL <br /> User.2 12/23/0210:44:41 AM <br /> Page 1 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4 <br /> OFIJEl <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(psf):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) 130.0 49.0 0 To 1'9" Adds To <br /> Uniform(plf) Floor(1.00) 150.0 56.0 1'9"To 3'4" Adds To <br /> Point(lbs) Floor(1.00) 0 4296 1'9" - <br /> SUPPORTS: <br /> input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Uve!DeadIUplifNTotal <br /> 1 Wood column 5.25" 5.25" 289/2142/0/2431 1.5 None <br /> 2 Wood column 5.25" 5.25" 309/2413/0 1 2722 L5 None <br /> -See TJ SPECIFIER'S 1 BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -2637 -2313 5786 Passed(40%) Rt.end Span 1 under Dead loading <br /> Moment(Ft-Lbs) 3133 2969 11751 Passed(25%) MID Spent under Dead loading <br /> Live Load Deft(in) 0.001 0.090 Passu(L1999+) rota Span 1 under Floor loading <br /> Total Load Deft(in) 0.017 0.135 Passed(U999+) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L240). <br /> -Bracing(Lu):All 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 /> 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 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 f 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 9 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam0 is a registered trademark of Trus Joist. <br />