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HALL <br /> &.81 2 Pcs of 1 314"x 11 718"2.0E Patrallatm®PSL <br /> TJ.Seam(TM)BAS Serial Number 7002001801 s <br /> PUser 1 EnV. 12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS USTED <br /> ft, <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(psi):40.0 Live ai 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Locations Application Comment <br /> Uniform(pit) Fioor(1.00) 720.0 270.0 0 To 6'2" Adds To <br /> SUPPORT'S: <br /> Input Searing Vertical Reactions lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 3.50" 3.50" 2343 1919/013262 L5 None <br /> 2 Wood column 3.50" 3.50" 234319191 0 13262 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 3086 -1907 8035 Passed(24%) Rt.end Span 1 under Floor loading <br /> under loading <br /> (FY-ivs) 0 4500 19g02 Passed(23%) MID Span 1 Floor <br /> Live Load Deft(in) 0.029 0.146 Passed(1/999-9 MID Span 1 under Floor loading <br /> Total Load Deft(in) 0.041 0292 Passed(L1999+) MID Span 1 under Floor loading <br /> -Delttecoon Criteria:STANDAR_D(LL:L148O,TL:1i240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/e 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 IV 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 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 Ti Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S!BUILDER'S GUIDES for=Mole ply commotion. <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@VISLCOM <br /> gh` ' 2'jr2 Tr" .Tri R'., , dstyer&aeuser business <br /> Versalaa47 ie. a registered trademark of Tras Joist_ <br />