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e/�iifV6kt4//e/S// !, . PKT DR <br /> jJ-Beam"' 'v5.42 Serial Number:709046244 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAM1.:SA 1111 4/30/99 14:14.37 .. <br /> Page 1 of I Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> • <br /> �n I2; <br /> • <br /> Q _7'6" <br /> Product Diagram Is Conceptual. • <br /> LOADS: • <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 /> . • Point(Ibs.) . Floor(1.00) 0 3177 3'6" • Adds to • <br /> • <br /> SUPPORTS: • <br /> INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 2x4 Stud Wall . 3.50" 2.25" Left Face 150/1790/1940 Detail A3 1.25"LSL Rim <br /> 2 2x4 Stud Wall 3.50" 2.25" Right Face 150/1568/1718 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) 1929 1764 5686 Passed(31%) Lt end Span 1 under Dead load <br /> Moment(ft-Ib) 6074 5819 11840 Passed(49%) MID Span 1 under Dead load <br /> Live Defl.(in) 0.006 0.239 Passed(U999+) MID Span 1 under Floor loading . <br /> . <br /> Total Defl.(in) 0.111 0.358 Passed(L/772) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANIDARD(LL:U380,TLU240). <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 ONLYI 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 O.F.P.PLANNING&DESIGN, INC. • <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. • <br /> • <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> • 651-638-1412 <br /> Copyright C 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist MacMillan. <br /> Microllamm is a registered trademark of Trus Joist MacMillan. <br />