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"I 6 //� GAR I ENTRY <br /> TJ-BeamTM x5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/4/02 1:49.05 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 /> Member Slope:0 Roof Slope:0 Overall Dimension=19'6" <br /> 9' 10'6" <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Supporting ROOF Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 125%duration;15 Dead;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(ptf) Floor(1.00) 54 20 0 to 19'6" Adds to <br /> Uniform(ptf) Roof(1.25) 190 191 0 to 19'6" Adds to <br /> Tapered(ptf) Roof(1.25) 0 to 70 0 to 64 0 to 5' Adds to <br /> Tapered(ptf) Roof(1.25) 170 to 0 64 to 0 5'to 19'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 5.25" 1245/907/2152 1 11.9" Detail R1 SB Shear Blocking <br /> 2 2x6 Plate 5.50" 5.5" 4494/3286/7780 1 11.9" Detail R7 <br /> 3 Microllam®LVL 3.50" Hanger 1430/1062/2492 1 11.9" Detail H5 <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1, R7, H5. <br /> HANGERS: Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE <br /> Right Top MIT411.88 No N/A No 0 <br /> -Nailing: Right(MIT411.88)-Face:2-16d, Top:4-16d, Member:2-N10 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 3955 3125 9871 Passed(32%) Lt end Span 2 under Roof loading <br /> Moment(ft-lb) 7231 7231 24927 Passed(29%) Rt. end Span 1 under Roof loading <br /> Live Defl.(in) 0.057 0.340 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading <br /> Total Defl.(in) 0.093 0.510 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading <br /> -Deflection Criteria: STANDARD(LL: U360,TL:13240). <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 /> -Design assumes adequate continuous lateral support of the compression edge. <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 G 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beam'"is a tradamak of Trus Jots:. <br /> Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllame is a registered trademark of Trus Joist. <br />