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I AIKS LEI- I <br /> T;f=9eamTM 15.42 Serial Number:709046244 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1111 x4/30/99 14:12:27 <br /> Fage 1 or 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> • <br /> 112j <br /> 9'1" • <br /> Product Diagram Is Conceptual. <br /> LOADS: <br /> Analysis for Header 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) .460 . 173 0 to 9'1" Adds to - <br /> • <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Beam 3.50". 2.25" Left Face 2271/906/3177 Detail A3 1.25"LSL Rim <br /> 2 2x4 Plate 3.50" • 2.25" Right Face 2271 /906/3177 Detail A3 1.25"LSL Rim • <br /> • <br /> • <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. • <br /> DESIGN CONTROLS: - • <br /> • MAXIMUM DESIGN . CONTROL CONTROL LOCATION • <br /> Shear(lb) 3060 2281 7897 ' Passed(29%) Lt. end Span 1 under Floor loading <br /> Moment(ft-lb) 6694 6694 19942 . Passed(34%) MID Span 1 under Floor loading • <br /> Live Defl.(in) 0.081 0.219 Passed(U999+) MID Span 1 under Floor loading - <br /> " Total Defl.(in) 0.113 • 0.437. Passed(U929) MID Span 1 under Floor loading - <br /> -Deflection Criteria:.STANDARD(LL• L/480,Tl.:1r240). >., • <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 /> • <br /> • <br /> • <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 m 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA TJ-Pro"'and TJ-9eamTM are trademarks of Trus Joist MacMillan. <br /> Microllama is a registered trademark of Trus Joist MacMillan <br />