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4 r' ~A!K M2198 BSMT WET BAR <br /> uMm OT &02_%rMMMe3 PCs of 13/4" x 91/2" 2.0E ParallamQD PSL <br /> U,ac 2 en2M 90216 AM <br /> P.1 Fminevwaiw1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> —CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> �a•Z•• - <br /> Produet Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:11' <br /> Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location ApplicaWn Comment <br />. f Uniform(plf) Fbor(1.00) 680.0 255.0 0 TO S 6" Adds TO <br /> Unifwn(ptt) Fbor(1.00) 520.0 195.0 5 6'To 1(7 7 Adds To <br /> Poirt(ibs) Floor(1.00) 0 3434 5 6" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Llve/Dend/Up11R/Total <br /> 1 Wood column 5.25' 5.25' 35011295910/6460 L5 None <br /> 2 Wood column 5.25" 5.25' 3072/3098/0/6171 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) 6146 5224 9643 Passed(54%) U.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 18352 18352 19585 Passed(94%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.179 0.318 Passed(L/639) MID Span 1 under Floor loading , <br /> Total Load Defl(in) 0.409 0.477 Passed(Lr280) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). <br /> -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"ofc 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 /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:651-636-6889 <br /> Fax :651-638-1412 <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 />