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BSMT WET BAR <br /> I <br /> T,J-Ream 7 v5.42 Serial Number:709046244 3 Pcs of 1.75" x 11.875" 2.0E MicrollaTTl® LVL <br /> BEAMUSA 1111 4130199 15:39:03 • <br /> Page 1 or 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> a 4. . <br /> • <br /> - • 1-1 j rt21 <br /> e 10'4" c • <br /> • <br /> Product Diagram Is Conceptual. <br /> LOADS: i <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1'•• • <br /> Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT • <br /> Uniform(plf) Floor(1.00) 620 • 233 • Oto 10'4"° • Adds to - ` ' • ' <br /> Uniform(plf) Floor(1.00) 620 353 2"to 10" Adds to <br /> Uniform(plf) Floor(1.00) 620 353 4'1"to 10'4" Adds to • <br /> Point(Ibs.) Floor(1.00) 0 3263 2" Adds to <br /> r Point(ibs.) . Floor(1.00) 0 1491 10" Adds to <br /> Point(Ibs.) Floor(1.00) 0 1491 4'1" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.50" 4.25" Left Face 4938/7830/12768 Detail A3 1.25"LSL Rim <br /> 2 Column 5.50" 4.25" Right Face 6170/3597/9768 Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. • <br /> DESIGN CONTROLS: <br /> • MAXIMUM DESIGN CONTROL CONTROL ' ' LOCATION • • <br /> Shear(Ib) 9135 7019 • 11845 Passed(59%). -RL end Span 1 under Floor loading <br /> Moment(ft-Ib) 21981 21981 29913 Passed(73%) MID Span 1 under Floor loading • <br /> Live Defl.(in) 0.169 ` ':•.0.322. Passed(U687) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.289 0.483 Passed(U401) . MID Span 1 under Floor loading • <br /> -Deflection Criteria:STANDARD(LL:U360,TL:U240). ' <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and • . . <br /> positioning of lateral bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its - . <br /> products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values.-The <br /> specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not • <br /> been reviewed by a TJM Associate. <br /> -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. ; <br /> -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • <br /> PROJECT INFORMATION OPERATOR INFORMATION: ' <br /> No Project Information available D.F.P.PLANNING&DESIGN, INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. • <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright m 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-Beam"are trademarks ct This Joist MacMillan. <br /> MicroIlarr0 is a registered trademark of Trus Joist MacMillan. • <br />