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k,„„a. <br /> j 202392 WET BAR/REC RM RIM <br /> TJ-Beam(TM)6.05 Serial Num �160; 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL <br /> user:2 Engine <br /> tsion:1AM <br /> 1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version:1.S.i2 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> EID <br /> 7'9" <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(pti) Floor(1.00) 64.0 24.0 0 To 7'9" Adds To <br /> Uniform(ptf) Floor(1.00) 64.0 259.0 0 To 7'9" Adds To <br /> Uniform(plf) Roof(1.25) 180.0 188.0 0 To 7'9" Adds To <br /> Uniform(plf) Roof(1.25) 130.0 184.0 0 To 7'9" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 5.25" 5.25" 1852/2636/0/4489 L5 None <br /> 2 Wood column 5.25" 5.25" 1852/2636/0/4489 L5 None <br /> -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 4127 -3065 8035 Passed(38%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 7351 7351 16321 Passed.(45%) MID Span 1 urxhar Roofioading <br /> Live Load Deft(in) 0.066 0.178 Passed(L/999*) MIDSpan1 under Roof-loading <br /> Total Load Defl(in) 0.160 0.356 _ Passesi.(Lt535) MIQSpan 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L240): <br /> -Bracing(Lu):AU compression edges(top and bottom)must be braced at 2'8"o/c 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, <br /> inputdesign 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 VISLCOM <br /> copyright ® 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam0 is a registered trademark of Trus Joist. <br />