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,.-fig; 0 R T E MEMBER REPORT Upper Floor Framing. U-04 Microllam at upper level PASSED <br /> "" FORTE <br /> 1 piece(s) 1 3/4" x 11 7/811 2.0E Microllam® LVL <br /> Overall Length:5'10" <br /> k . f= e'- 1 <br /> y '"& i__ + <br /> 1 5'10" i <br /> El El <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) 1017 @ 3 1/2" 1969(1.50") Passed(52%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(Ibs) 642 @ 1'3 3/8" 3948 Passed(16%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 1367 @ 2'11 3/4" 8924 Passed(15%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Def.(in) 0.014 @ 2'11 3/4" 0.179 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Def.(in) 0.022 @ 2'11 3/4" 0.269 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 5'5"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5'5"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"PSL beam 3.50" Hanger' 1.50" 391 735 1126 See note' <br /> 2-Column-DF 3.50" 2.25" 1.50" 375 704 1079 1 1/4"Rim Board <br /> • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> • 1 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 IUS1.81/11.88 2.00" N/A 10-10d common 2-10d x 1-1/2 <br /> Tributary Dead Floor Live <br /> :Loads Location(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 3 1/2"to 5'8 3/4" N/A 6.1 <br /> 1-Uniform(PSF) 0 to 5'10"(Front) 6'2" 10.0 40.0 Residential-Living <br /> Areas <br /> 2-Uniform(PLF) 0 to 5'10"(Top) N/A 64.0 residential interior <br /> wall(non-bearing) <br /> Member Notes <br /> Microllam at line of stair opening <br /> ',Weyerhaeuser Notes 0 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 /> -- Forte v5.2.Design Engine:V6.6.0.14 <br /> Duplax 1470 <br /> Duplex 1470.4te <br /> .: ' <br /> Paae_,13-ef-35- <br />