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,*.Div---444geht 203608 BSMT STAIRS <br /> A'A er 0 3009 ness 3 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL <br /> 7 <br /> TJ-Beam(TM)6.10 Serial Number 7003009804 <br /> PUser:age 1 Engine <br /> Vers04 ion: <br /> AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version:1.10.3 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> J <br /> 24'2" <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(1.00) 64.0 24.0 0 To 24'2" Adds To <br /> Point(lbs) Floor(1.00) 0 1478 21'3" - <br /> Point(lbs) Floor(1.00) 0 4434 23'3" <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other <br /> Width Length Live!Dead/UpliftfTotal Depth <br /> 1 Microllam LVL beam 3.50" Hanger 1256/983/0/2239 1 11.88" N/A H1:Face Mount Hanger None <br /> 2 Wood column 5.25" 5.25" 1258/6342/0/7600 N/A N/A N/A L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger,L5 <br /> HANGERS: Simpson Strong-Tie®Connectors <br /> Support Model Slope Skew Reverse Top Flange Top Flange Support Wood <br /> Flanges Offset Slope Species <br /> 1 Face Mount Hanger HU5.125/12 0/12 0 No N/A N/A N/A <br /> -Nailing for Support 1: Face:22-10d,Top N/A,Member:8-10d <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -7549 -2934 12053 Passed(24%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 14776 14776 29854 Passed(49%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.506 0.589 Passed(U559) MID Span 1 under Floor loading <br /> Total Load Defl(in) 1.062 1.178 Passed(0266) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ofc unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST.NE <br /> SUITE 106 <br /> BLAINE,MN 55449 <br /> Phone:(763)780-8004 <br /> Fax :(763)780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright e 2003 by Trus Joist, a Weyerhaeuser Business <br /> Parallame and Microllame are registered trademarks of Trus Joist. <br /> Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Ins. <br />