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eg;i9a ,lnc/V/Ols KITCHEN <br /> iJBeam^' vs.42 Serial Number:709046244 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> • <br /> B;AMAA 1111 4/30/99 14.46.23 <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 /> • 4. <br /> �� X12. • <br /> JI <br /> 4'8., • <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 /> • Uniform(ptf) Floor(1.00) 360 135 . 0 to 4'8" . Adds to -• . <br /> • Uniform(plf) Roof(1.25) 180 68 0 to 4'8" Adds to <br /> Point(lbs.) Roof(1.25) 0 3175 1'2" Adds to <br /> • <br /> SUPPORTS: • INPUT BEARING • REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • <br /> 1 2x6 Stud Wall 5.50" 4.25" Left Face 1353(R1.25)/3044/4397 Detail A3 1.25"LSL Rim • <br /> 2 2x6 Stud Wall 5.50" 4.25" Right Face 1353(R1.25)/1192/2545 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) • 4128 • 1341 6318 Passed(21%) Rt.end Span 1 under Floor loading <br /> Moment(ft-Ib)^ • 3208 2926 .13156 . Passed(22%) MID Span 1 under Floor loading <br /> Live Defl.(in) • 0.011 . - 0.133 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.028 0.200 Passed(U999+) MID Span 1 under Roof 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 /> • <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 /> • <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 /> 651-636-6689 <br /> 651-638-1412 <br /> Copyright C 1999 by This Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro"and TJ-Beam"are trademarks of Trus Joist MacMillan. <br /> M crollaru9 is a registered trademark of Trus Joist MacMillan. <br />