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- ���j`►�(��� 206231 4 SEAS FOUND <br /> ""�"''"'�"a'=`'�` 2 Pcs of 1 3/4" x 9 1/2" 2.OE Parallam� PSL <br /> TJ-Beam�620 Serial Number.7004109786 <br /> User 1 6/1920061126:12 AM V <br /> • d�, e���v��:s.2o.,s THIS PRODUCT MEETS 4R EXCEEDS THE SET DESlGN � � <br /> CONTROLS FOR THE APPLICATION AND LOAD'� LISTED <br /> � <br /> � ? <br /> �. .�i. . <br /> P�odikt Qia[pam is ra�ceptual. <br /> LOADS: <br /> Anatysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(ps�:40A Live at 100%duration,15.0 Dead <br /> Verticai Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(pl� Floor(1.00) 210.0 79.0 0 To 11' Adds To <br /> Point(Ibs) Floor(1.00) 0 1082 3" - <br /> Point(Ibs) Floor(1.00) 0 5361 3" - <br /> Point(ibs) Floor(1.00) 0 5361 10'9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/DeadNplifUTotal <br /> 1 Wood column 5.50" 3.20" 1375/7017/0/8392 L5 None <br /> 2 Wood coiumn 5.50" 2.78" 1375/5935/0/7310 LS None <br /> -See TJ SPECIFIER'S!BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Cor�trol Control Location <br /> Shear(Ibs) 1831 -1506 6428 Passed(23%) Rt end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 4730 4730 13057 Passed(36%) MID Span 1 under Flaor loading <br /> Live Load Defl(in) 0.140 0.258 Passed(L/887) MID Span 1 under Floor toading <br /> Total Load Defl(in) 0.198 0.258 Passed(V626) MID Span 1 under Floor loading <br /> -Deffection Criteria:Specified(LL:U480,TL:V480). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"dc unless detailed othenaise. Proper attachment and positioning of lateral <br /> braang is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presenbed is output from software developed by Trus Jast(TJ). TJ warrants the s¢ing of its products by this software will be <br /> accomplishad in accordance with TJ product design criberia and code accepted design values. The specific product ap�ication,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 atl products a►e readily available. Check with your supplier or TJ techniql r�epresentative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRO�UCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Sfiess Design methodology was used for Building Code UBC analyzing the TJ Distribution product lisbed above. <br /> -Note:See TJ SPECIFIER'S J BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Terry Mikkelson <br /> dfp planning design <br /> 9100 baltimore st.ne <br /> suite 106 <br /> blaine,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dfpplanningdesign�visi.com <br /> Copyriqht Cn 2005 by Trus Joist, a Weyerhaeuser Business <br /> Parallamb is a registered trademark of Trus Joist. <br />