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HEARTH/FPLC <br /> TJ-Beam"' v5.55 `S al Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/4/02 2:21:39 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 /> 1iI '[i <br /> 17' <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 /> Untform(ptf) Floor(1.00) 430 161 0 to 4'6" Adds to <br /> Uniform(pff) Floor(1.00) 350 131 4'6"to 9'2" Adds to <br /> Tapered(plf) Floor(1.00) 350 to 380 131 to 143 9'2"to 11' Adds to <br /> Tapered(ptf) Floor(1.00) 380 to 280 143 to 105 11'to 17' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Microllam®LVL 3.50" Hanger 3641 /1537/5177 1 14.0" Detail H1 <br /> 2 Microllam®LVL 3.50" Hanger 3257/1395/4651 1 14.0" Detail H1 <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1. <br /> HANGERS: Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE <br /> Left Top HWU5.50/14 No N/A No 0 <br /> Right Top WPU5.31/14 No N/A No 0 <br /> -Nailing: Left(HWU5.50/14)-Face:4-16d,Top:4-16d, Member:6-10d <br /> -Nailing: Right(WPU5.31/14)-Face:4-16d,Top:3-16d, Member:6-N10 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 4983 4206 13965 Passed(30%) Lt end Span 1 under Floor loading <br /> Moment(ft-Ib) 19337 19337 40656 Passed(48%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.296 0.410 Passed(U665) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.422 0.821 Passed(U467) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL: U480,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 /> 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 m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro "'and TJ-BeamT"are trademarks of Trus Joist. <br /> Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company, Inc. Microllam®is a registered trademark of Trus Joist <br />