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GAR <br /> TJ-BeamTM v5.55{Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/4/02 1:55:54 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 /> 7' <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(pIf) Roof(125) 190 191 0 to 7' Adds to <br /> Tapered(plf) Floor(1.00) 140 to 0 _ .53 to 0 0 to 7' Adds to <br /> Tapered(plf) Roof(1.25) 160 to 80 60 to 30 0 to 7' Adds to <br /> Point(Ibs.) Floor(1.00) 0 2492 9" Adds to <br /> (1) Point(Ibs.) •Roof(1.25) 0 4345 6'9" 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(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Vertical DF/L,SYP 5.25" Hanger 1638/3450/5088 1 11.9" Detail H1 <br /> 2 Column 5.25" 4" 1302/5410/6712 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1,A3. <br /> HANGERS: Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE <br /> Left Top HWU3.56/11.88 No N/A No 0 <br /> -Nailing: Left(HWU3.56/11.88)-Face:4-16d,Top:4-16d, Member:6-N10 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 4715 1527 9871 Passed(15%) Rt.end Span 1 under Roof loading <br /> Moment(ft-Ib) 3865 3865 24927 Passed(16%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.020 0.156 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.039 0.312 Passed(U999+) MID Span 1 under Roof loading <br /> -Deflection Criteria: STANDARD(LL L1480,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 CO 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM 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 />