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A., <br /> v4/„,,. , <br /> 202392 REC RM DR <br /> TJ-Beam(TM)6_�s `al N,„„ 7002001601 <br /> , 2 Pcs of 1 314” x 9 1/2" 2.0E Parallam® PSL <br /> Page 1 12/23/02 10:48:03 AM <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4- <br /> OFillit <br /> 4' ' <br /> Product Diagram 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 Location Application Comment <br /> Uniform(ptf) Floor(1.00) 400.0 150.0 0 To 4' Adds To <br /> Uniform(pif) Floor(1.00) 400.0 285.0 0 To 4' Adds To <br /> Uniform(plf) Roof(1.25) 180.0 188.0 0 To 1'9" Adds To <br /> Point(lbs) Floor(1.00) 0 9273 1'9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/tUpIlttlTotal <br /> 1 Wood column 5.25" 5.25" 1940/6516/0/8456 L5 None <br /> 2 Wood column 5.25" 5.25" 1735/4928/0/6663 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 7934 6366 6428 Passed(99%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 9682 9575 13057 Passed(73%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.010 0.112 Passed(L1999+) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.062 0.169 Passed(Ll653) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U360,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/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 O 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallels® is a registered trademark of Trus Joist. <br />