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• <br /> j SCREEN PORCH <br /> 2 Pcs of 1 314" x 11 718" 2.0E Parallain®PSL <br /> 1'J. m([M)6.05 Sala:Mam5er n02001601 �� DESIGN N <br /> �j <br /> G 2 8!19103 40:41 AM <br /> Page: �v �_.._.w r THIS# 'S PR �t� OT MEETS OR EXCEEDS THE R THE APPLICATION AND LOADS LISTED <br /> Member Stdtiti 2 Roof Siepeff12 <br /> 19' Product Diagram is e"=vncsetst�. <br /> AN dranenai ns care horizontal. <br /> Analysis is for a Drop Beam Member. Tributary Load W+dih:t <br /> Primary Load Growl.-Roof(pst):40.0 Live at 125%&, i,15.0 Dead <br /> Vertical Loads: <br /> : <br /> TypeCrass Live D Location Application Comment <br /> Uniform(pif) Roof(1.25) 320.0 120.0 0 To 10 8' Adds To <br /> SUPPORTS: <br /> input Bearing Vertical Reactions(lt,sj Detail Other <br /> Width Length LivelfleadIUpiifli ibtai <br /> e \Noce column 52 52F 901 i t[1 0 F 2667 1.5 Nor <br /> 2 Mood column 5.25 5.25" 1890/7771012567 15 None <br /> S e TJ SPECIFIER'S r BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maxirninn Design Control Control Location <br /> Sneer(teas) 25 -1942 10044 Passed(19%) Rt.end Span 1 under Roo ins <br /> ling <br /> Mo: t(Ft-Lbs) 6192 6192 24875 Passed(25%) MID Scan 1 under Roof loading <br /> Live Load Deft(in) 0.091 0.329 Passed(L1999+) MID Span 1 under Roof loacfing <br /> Total Lcrad Deft(in) 0.126 0.494 Passed( 1923) MID Span 1 under Reef loading <br /> Delle or.Criteria:STANDARD(LIL U360.TLL1240). attachment and positioning of lateral <br /> -Bra cing(Lu):All (top and bottom)must be braced at 7 8'ole unless detailed otherwise- Proper <br /> bracing is r Bred to achieve member staabslity. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis pro- ra output from=Thome dew ped by T �, :(i;. TJ warrants the y zing of its products by alis software vsnll he <br /> accomplisheda <br /> in with TJ product design criteria andcode act design rues. The specific product dtrylit.etiaxs,Input design toads,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 we readily available. Check with your similar ur TJ technical representative for product avai iy. <br /> -;HIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Being Code USC analyzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for mule ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY M}KKEELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :76a-780-8015 <br /> DFPPLANNINIGDESIGNOV'1SLCOM <br /> Copyright cs 2002 by Trus Joist, a Weyerhaeuser Business <br /> YFiltlliuit5 is a Zeii:t too t.saa' art v. Trus Joist. <br />