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DECK <br /> 11$,E, aam(Th)6.05 ser„'Numbei 7 ,hatustrik. 2 Pcs of 1 3/4"x 91/2"2.0E Parallarr�PSL <br /> "ager. Engine Version:z � <br /> PM <br /> Page� 1512 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> . . <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> E <br /> 14`6" m <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush 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(plf) Floor(/.00) 160.0 60.0 0 To 1l' Adds To <br /> Uniform(plf) Floor(1.00) 60.0 23.0 11'To 14'6" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/Dead/UpfllttTotal <br /> 1 Wood column 5.25" 5.25" 1413/606/012019 L5 None <br /> 2 Wood column 5.25" 5.25" 1137/503 1 0/1640 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 1930 1668 6428 Passed(26%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 6524 6524 13057 Passed(50%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.329 0.347 Passed(L/506) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.471 0.694 Passed(L/354) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U480,TLif240). <br /> -tiraang(Lu):All compression edges(top and bottom)must be braced at 2'8"oft 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 specific product application,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 all products are readily available. Check with h 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 n 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam®is a registered trademark of Trus Joist. <br />