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*.ner.o.r: <br /> 202392 REAR ENTRY DR <br /> ;' 601 2 Pcs of 1 3/4" x 91/2 2.0E Parallam® PSL <br /> TJ-Beam(TM)6.05 Serial Num <br /> Page Eng 12123/02 9:35:00 5.12 THIS PRODUCT MEETS-OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4 � <br /> 1 <br /> ®0+ �0 <br /> 3'i..— <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(psi):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) 240.0 90.0 0 To 3'8" Adds To <br /> Uniform(ptf) Roof(1.25) 160.0 60.0 0 To 3'8" Adds To <br /> Uniform(plf) Roof(1.25) 620.0 353.0 0 To 1'6" Adds To <br /> Point(lbs) Roof(1.25) 0 3517 1'6" - <br /> SUPPORTS: <br /> input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length UvelDead/UpliftITotai <br /> 1 Wood column 5.25" 5.25" 1593/2913/0/4506 L5 None <br /> 2 Wood column 5.25" 5.25" 950/1776 L012727 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) 4010 2264 5786 Passed(39%) LI.end Spani underieadloading <br /> Moment(Ft-Lbs) tR47 2891 11751 . Pnsd(25%) MD Span 1.under Dead loading <br /> Live Load Deft(in) 0.005 0.101 Passed(L/999+) MID Span 1 under Roafaoading <br /> Total Load Deft(in) 0.020 0.152__ Passed(L/999:+) MID Span-1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). - <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 product a <br /> stated dimensions have been bythe software user. ThisAssociate. input design loads,and <br /> provided 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 0 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam0 is a registered trademark of Trus Joist. <br />