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��j�� � 202196 SCREEN PORCH <br /> '�"`"`''�'�""``�"`""; 2 pcs of 1 3/4" x 11 7/8" 2.OE Parallam0 PSL <br /> TJ-Beam�)6.16 Serial tiumber 70041�78G <br /> User.1,9/6l20054:28:40PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Paga 1 Engir�e Version:1.16.5 <br /> CONTROLS FOR THE APPLICATtON AND LOADS LISTED <br /> �� � <br /> b -�3' �. <br /> P�oduct Diag�a�y�is C�►nceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' <br /> Primary Load Group-Residential-Living Areas(psfl:40.0 live at 100°lo duration,15.0 Dead <br /> Verfical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf} Floor(1.00) 310.0 116.0 0 To 1�'2" Adds To <br /> Uniform(pIfl Floor(1.00) 340.0 128.0 10'2"To 13' �dds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactio�s(Ibs) Detail Other <br /> wdth Length Live/DeadlUpliftlfotaf ' <br /> 1 Wood column 5.25" 1.50" 2283/939/0!3222 L1:Blocking 1 Pfy 1 3(4"x 11 7I8"2.OE Parallarr�@ PSL <br /> 2 Wood column 5.25" 1.50" 2352/967/0/3319 L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.OE Parallarr�PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Contro! Control Location <br /> Shear(Ibs) -3152 -2554 8035 Passed(32%} Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 9523 9523 18902 Passed{48%} MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.209 0.309 Passed(U709) M!D Span 1 under Floor loading <br /> Total Load Defl(in) 0.295 0.309 Passed(U503) MID Span 1 under Floor loading <br /> -Qeflection Criteria:Specrfied(LL:U480,TL:U480). <br /> -Bracing(L�)_All compression edges(top and bottom)must be bracecl at 9'2"o/c unless detailed otherwise. Pmper attachment�r�d positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDIT{ONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from sofiware developed by Trus Joist(TJ). TJ warrants the sizing of its products by this soflware will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The spec�c product appfication,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 afl products are readily available. Check with your suppl�er ar TJ technical representative for praiuct availability. <br /> -7HlS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowabte Stress Design methodology was used for Building Code UBC analyzing the TJ Disfibution product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATtQN: 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-E004 <br /> Fax :763-780-8015 <br /> dfpplan n ingdesign@visi.com <br /> Copyright �9 2004 by Trus Joist, a weyerhaeusez Busines= <br /> ?axallam':` is a reyisLered t.cadeniarY. of Trus Joist. <br />