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J I VLl I 104 VVt1LL <br /> TiBeam^'1r5.42 Serial Number:709046244 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> 6EAMUSA 1111;,,4130/99 13:44.16 <br /> Page 1 of 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 <br /> 8'3" e ' <br /> • <br /> All dimensions are horizontal. Product Diagram Is Conceptual. <br /> LOADS i ' - <br /> Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' <br /> loads(psf):40 Live at 125%duration,15 Dead,and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(plf) • Roof(1.25) 737 396 • 0 to 8'3" ` ' Adds to ' <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • <br /> •- 1 Column -3.50" 3.5" Left Face 3140/1698/4839 Detail R1 SB Shear Blocking <br /> 2 2x6 Stud Wall 5.50" 5.5' Right Face 3270/1768/5038 Detail R1 SB Shear Blocking. • <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: • <br /> . MAXIMUM DESIGN CONTROL CONTROL LOCATION • <br /> Shear(Ib) 4639 3542 7897 Passed(45%) Lt.end Span 1 under Roof loading <br /> Moment(ft-Ib) 8988 8988 16445 Passed(55%) MID Span 1 under Roof loading <br /> . Live Dell.(in)' 0.146 0.258 Passed(U636) MID Span 1 under Roof loading <br /> Total Dell(in) 0.225 0.387 . Passed(U413) ` MID Span 1 under Roof loading ,y. <br /> -Detiection Criteria: t fANDARD(LL:U360,TL:L/240). <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 /> - -Design assumes adequate continuous lateral support of the compression edge. . <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 /> • <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 0 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Beam1'is a trademark of Trus Joist MacMillan. <br /> Microllam®is a registered trademark of Trus Joist MacMillan. <br />