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MEMBER REPORT Main Floor Framin ,M-02 Header PASSED <br /> T 1 piece(s) 1 1/2" x 11 7/8" 1.3E TimberStrand® LSL <br /> Overall Length:3'7 1/4" <br /> • <br /> zti:r '"'igxk .vx s+ �` �$ P s, +ce� ✓^.3 fi' ,r.,r <br /> " K <br /> 3'4 1/4" <br /> a t1 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual i Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 204 @ 1 1/2" 1598(1.50") Passed(13%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(Ibs) 84 @ 1'1 3/8" 5047 Passed(2%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 171©1'9 5/8" 4999 Passed(3%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.002 @ 1'9 5/8" 0.112 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.003 @ 1'9 5/8" 0.168 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(L/360)and T.(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 3'4"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3'4"o/c unless detailed otherwise. <br /> Bearing Loads to Supports(ibs) <br /> Supports Total Available Required Dead Floor Total Accessories <br /> Live <br /> 1-Hanger on 11 7/8"LVL beam 1.50" Hangers 1.50" 51 168 219 See note t <br /> 2-Hanger on 11 7/8"LVL beam 1.50" Hanger, 1.50" 51 168 219 See note s <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> • ,See Connector grid below for additional information and/or requirements. <br /> Connector Simpson Strong-Tie Connectors" <br /> Support Model Seat Length Top Nails Face Nails Member Nails Accessories <br /> 1-Face Mount Hanger U210 2.00" N/A 10-10d x 1-1/2 6-10d x 1-1/2 <br /> 2-Face Mount Hanger UZ10 2.00" N/A 10-l0d x 1-1/2 6-10d x 1-1/2 <br /> Tributary Dead Floor Live <br /> Loads Location(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 1 1/2"to 3'5 3/4" N/A 5.2 <br /> 1-Uniform(PSF) 0 to 3'7 1/4" 2'4" 10.0 40.0 Residential-Living <br /> (Front) Areas <br /> Member Notes <br /> Header at crawl access opening <br /> Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 1/6/2017 10:24:05 AM <br /> Duplex 1470 Forte v5.2.Design Engine:V6.6.0.14 <br /> Duplex 1470.4te <br /> Paoe, a sS' <br />