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e�4rr(� 202198 DECK <br /> TJ-Beam(Tmamso" 70 mem 31/2" x 11 1/4" 2.0E Parallam®PSL, CCA-SL 2 (19% < MC < 28%) <br /> User:2 QM20M9:13:22 AM <br /> Papel EVineveml=1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> _1176" r <br /> Product DkWam 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(plt) Fk)or(1.00) 257.0 96.0 0 To 13 6' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detafl Other <br /> Width Length Live/DeadNp[Wrotal <br /> 1 Wood column 5.25" 5.25" 20051832/0/2837 L5 None <br /> 2 Parallam PSL Beam 5.25" 5.25' 2005/832/0/2837 Al:Blocking 1 Ply 110 1.5E TimberStrand®LSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,A1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibe) 2706 -2259 4644 Passed(49%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 8709 8709 12938 Passed(67%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.279 0.322 Passed(1-/554) MID Span 1 under Floor loading <br /> Total Load Dell(in) 0.498 0.644 Passed(1-/310) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L240). <br /> -Bracirg(Lu):AN compression edges(top and bottom)must be braved at 7 8"o%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 beds,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 /> -Environment Consideration: CCA-SL 2(19%<MC<28%) <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514M-6889 <br /> Fax :6514638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® and ParallamW are registered trademarks of Trus Joist. <br />