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`" 202152 PORCH/FRONT <br /> G1FJ� <br /> TJ-BeamTM v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/19/02 4:29:25 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=19'8" <br /> I � <br /> 4 4 <br /> 8'5" 11'3" <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(plf) Roof(1.25) 270 101 0 to 8' Adds to <br /> Uniform(plf) Roof(1.25) 200 75 8'to 18'6" Adds to <br /> Uniform(plf) Roof(1.25) 270 101 18'6"to 19'8" Adds to <br /> Point(lbs.) Roof(1.25) 0 1301 8'8" Adds to <br /> Point(lbs.) Roof(1.25) 0 1301 18'4" 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" 1091 /318/1409 1 9.5" Detail R1 SB Shear Blocking , <br /> 2 Column 5.25" 5.25" 3219/2830/6049 1 9.5" Detail R7 <br /> 3 Column 5.25" 5.25" 1228/1643/2871 1 9.5" Detail R1 SB Shear Blocking <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1, R7. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 3708 2342 7897 Passed(30%) Rt.end Span 2 under Roof ALTERNATE span loading <br /> Moment(ft-lb) 4999 4999 16445 Passed(30%) Rt.end Span 1 under Roof loading <br /> Live Defl.(in) 0.097 0.365 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading <br /> Total Defl.(in) 0.163 0.547 Passed(U806) MID Span 2 under Roof ALTERNATE span loading <br /> -Deflection Criteria: STANDARD(LL: U360,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 /> -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 m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br /> C:\TJ Be a m\NA\202171.b m <br />