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w"-47:LI.-1%11' WW7eht 202152 FOYER/SITTING <br /> TJ-Beamn' 'v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> bEAMUSA 1111 3/19/02 4:17:23 PM <br /> Page 1 of 2 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension=16'6" <br /> ki2 <br /> 15'6" a 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) 54 20 0 to 16'6" Adds to <br /> Uniform(plf) Roof(1.25) 353 253 15'6"to 16'6" Adds to <br /> Point(Ibs.) Floor(1.00) 0 963 5'9" Adds to <br /> (1) Point(Ibs.) Roof(1.25) 0 6131 15'3" Adds to <br /> (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim, or squash blocks are required <br /> at dropped supports.The accessories shown, at the diagram above, have NOT been checked for capacity. Downward acting point <br /> loads are included in the reported SUPPORTS reactions. These are the reactions associated with the highest coefficient of <br /> duration and may not be the most CRITICAL case when designing the supporting member below. <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 733/956/1689 1 9.5" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 5.25" 1193/7120/8313 1 9.5" Detail El TJI®Blocking Panel <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, El. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 7538 1519 6318 Passed(24%) Lt. end Span 1 under Floor ALTERNATE span loading <br /> Moment(ft-lb) 6907 6907 13156 Passed(52%) MID Span 1 under Floor ALTERNATE span loading <br /> Live Defl.(in) 0.221 0.374 Passed(U811) MID Span 1 under Roof ALTERNATE span loading <br /> Total Defl.(in) 0.543 0.748 Passed(U331) MID Span 1 under Floor ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL: L/480,TL:U240).Additional checks follow. <br /> -Right overhang(LL:0.2",TL:0.2"). <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 /> -The load conditions considered in this design include Alternate member loading. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P. Planning&Design <br /> Terry Mikkelson <br /> 4797 highway 10 n.e. <br /> arden hills, mn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beamn'are trademarks of Trus Joist. <br /> TJI®and Microllam®are registered trademarks of Trus Joist. <br /> C\TJBeam\NA\202171.bm <br />