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'41" Lam/ 202392 BSMT STAIRS <br /> "`,;,� ;, 3 Pcs of 1 314" x 11 7/8" 2.0E Parallam® PSL <br /> TJ-Beem(TM)8.05 Setiat P{u <br /> PagelUses:2 Engin02To39A8AM THIS PRODUCT MEETS-OR EXCEEDS THE SET DESIGN <br /> Pagel Engine Version:1.5.12 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <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(ptf) Floor(1.00) 64.0 24.0 0 To 15 Adds To <br /> Point(lbs) Floor(1.00) 0 289 ti 3" - <br /> Point(lbs) Floor(1.00) 0 4414 6'3" - <br /> Point(lbs) Floor(1.00) 0 721 7'6" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Microllam LVL beam 3.50" 3.50" 772/3524/0/4296 Al:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL <br /> 2 Wood column 5.25" 5.25" 788/2777/0/3565 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking,L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 4269 4088 12053 Passed(34%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 22965 22965 29854 Passed_(77%) MID_Span 1 under Floor loading <br /> Live Load Deft(in) 0.076 0.363 Passed(L/999+) MID Span t under Floor loading <br /> Total Load Del(in) 0.546 0.726 Passed.(L/319) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:L/480,TL:L/240). - <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"olc 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 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 ® 2002 by Trus Joist, a Weyerhaeuser Business <br /> ParallanS and MicrollamS are registered trademarks of Trus Joist. <br />