Laserfiche WebLink
4`'..?, --- 1 rft i fide . SCREEN PORCH FOUND <br /> T�e�,,,tr s_�s ►niioozoo� 51/4" x 11 7/8" 2.0E Parallam®PSL, CCA-SL 2 19% < MC < 28% <br /> ) <br /> User:a 9/11:+0312:5136 PM <br /> Pagel Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1, 1Q' A <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(pif) Fkror(1.00) 280.0 105.0 0 To 14' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions Qbs) Detail Other <br /> Width Length LhrefDeadlUptittfTotal <br /> 1 Wood column 5.50" 550" 22401976/0/3216 L1:Blocking 1 Ply 1"e-Rim Board& <br /> 2 Wood column 5.50" 5.50" 2240/976/0/3216 L1:Blocking 1 Ply 1"e-Rim Board® <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> maximum Design Control Control Location <br /> Shear(lbs) 3063 -2551 7352 Passed(35%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 10211 10211 21495 Passed(48%) MID Span 1 under Floor loading <br /> Live Lead Dell(in) 0.197 0.444 Passed(U813) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.358 0.667 Passed(L/447) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:Lr360,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMMPORTAN The analysis <br /> presented <br /> is from <br /> re developeddevelopedby Trus Joist(TJ). TJ warrants the sizing of its products by this software will be <br /> -I <br /> accod pimendiin ons cord beenance with TJproduct criteriaand code accepted design values. The specific product application,input design loads,and <br /> 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 <br /> tative for product avality. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS ANALY S. <br /> -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above_ <br /> -Environment Consideration: CCA-SL 2(19%<MC<28%) <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® 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />