Laserfiche WebLink
0141itit/Vi u/< . BS'MT FLUSH FIB <br /> 4 <br /> T,{-deam^' v542 Serial Number:705045244 2 Pcs of 1.75" x 9.5 2.0E Microllam® LVL <br /> BEAMUSA 1111 $/30/99 16:22:53 <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 /> • 1 ' <br /> Fir <br /> s' <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 /> Point(lbs.) Floor(1.00) 0 4852 3'6" • Adds to , <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> •— 1 2x6 Plate 5.50" 4.25" Left Face 160/2854/3014 Detail A3 1.25"LSL Rim <br /> 2 2x6 Plate 5.50" 4.25" Right Face 160/2192/2352 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) 2992 2823 5686 Passed(50%) Lt.end Span 1 under Dead load <br /> Moment(ft-Ib) 9153 8889 11840 Passed(75%) MID Span 1 under Dead load <br /> Live Defl.(in) 0.006 0.183 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.172 0.367 Passed(U512) _ MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL: L/480,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 /> -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 /> 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©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-Beam''are trademarks of This Joist MacMillan. <br /> hGcroilam®is a registered trademark of Trus Joist MacMillan. <br />