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200420 REC ROOM WDW <br /> TJ-Beam"" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAMUSA 1111 12/7/00 9:12:28 AM <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=17'4" <br /> 71 <br /> 5'5" 6'6" 5'5" <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) 480 300 0 to 1' Adds to <br /> Uniform(plf) Floor(1.00) 300 233 1'to 17'4" Adds to <br /> Uniform(plf) Roof(1.25) 280 105 0 to 11'5" Adds to <br /> Uniform(plf) Floor(1.00) 300 . 233 6'2"to 12'5" Adds to <br /> Uniform(plf) Roof(1.25) 200 75 9'to 12'5" Adds to <br /> Point(Ibs.) Floor(1.00) 0 3558 6'2" Adds to <br /> Point(Ibs.) Floor(1.00) 0 1238 9' Adds to <br /> Point(Ibs.) Floor(1.00) 0 1210 12'5" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 1787/412/2199 1 9.5" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 5.25" 5296/7206/12501 1 9.5" Detail B3 <br /> 3 Column 5.25" 5.25" 5095/5563/10659 1 9.5" Detail B3 <br /> 4 Column 5.25" 4" 931 /261 /1192 1 9.5" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 8666 3974 6318 Passed(63%) Rt. end Span 2 under Floor ADJACENT span loading <br /> Moment(ft-lb) 6722 5500 13156 Passed(42%) Rt. end Span 1 under Floor ADJACENT span loading <br /> Live Defl.(in) 0.048 0.162 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading <br /> Total Defl.(in) 0.096 0.325 Passed(U811) MID Span 2 under Roof ALTERNATE span 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 /> -The load conditions considered in this design include alternate and adjacent member skip 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 /> ardentlills, mn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam''are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br />