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• ' 202198 GRT RM WDW <br /> TJ48Wm(T14&a2�;��7�1GM 2 PCs of 13/4" x 117/8" 2.0E ParallamOD PSL <br /> User.2 BM IM 281:01 PM <br /> Papel Ewinev x:1.11 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Product Diagrarn is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:V <br /> Primary Load Group-Residential-Living Areas(pef):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br />- + Tapered(pit) Floor(1.00) 400.0 To 440.0 150.0 To 165.0 0 To 7 Adds To <br /> Unilbrm(plt) Floor(1.00) 440.0 165.0 7 To 10'!F Adds To <br /> Tapered(pit) Floor(1.00) 440.0 To 400.0 165.0 To 150.0 1(7 9"To 13' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions nbs) Detail Other <br /> Width Length Live/Dead/UpliRRotal <br /> 1 Wood column 5.25" 5.25" 3080/1239/014319 L5 None <br /> 2 Wood column 5.25" 5.25" 307511238/0/4313 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear Obs) 4124 3409 8035 Passed(42%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 12857 12857 19902 Passed(65%) MID Span 1 under Floor loading <br /> Live Load Dell(in) 0.284 0.412 Passed(L523) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.398 0.619 Passed(L/373) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:LGW,TL:U240). <br /> -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 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 saflware 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 SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514064MM <br /> Fax :6514ZS-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam®is a registered trademark of Trus Joist. <br />