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• j F 0 R T E MEMBER REPORT Front Stair,P-03 Door header PASSED <br /> 2 piece(s) 2 x 6 Hem-Fir No. 2 <br /> Overall Length:2'11" <br /> y„L <br /> _ <br /> 2 11. <br /> X 4' <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 er Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> I Member Reaction(Ibs) 611 @ 0 1823(1.50") Passed(34%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header <br /> I Shear(lbs) 367 @ 7" 1898 Passed(19%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 445 @ 1'5 1/2" 1602 Passed(28%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.004 @ 1'5 1/2" 0.097 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.013 @ 1'5 1/2" 0.146 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> • Deflection criteria:LL(1/360)and TL(L/240). <br /> • Top Edge Bracing(Lu):Top compression edge must be braced at 2'11"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 2'11"o/c unless detailed otherwise. <br /> • Applicable calculations are based on NDS. <br /> i Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Snow Total Accessories <br /> Live <br /> 1-Trimmer-HF 1.50" 1.50" 1.50" 400 117 164 681 None <br /> 2-Trimmer-HF 1.50" 1.50" 1.50" 400 117 164 681 None <br /> Tributary Dead Floor Live Snow <br /> Loads Location(Side) Width ((Lao) (too) (Lis) Comments <br /> 0-Self Weight(PLF) 0 to 2'11" N/A 4.2 <br /> 1-Uniform(PSF) 0 to 2'11" 2' 10.0 40.0 Residential-Living <br /> Areas-two floors <br /> 2-Uniform(PLF) 0 to 2'11" N/A 200.0 - - Wall-two levels <br /> 3-Uniform(PSF) 0 to 2'11" 4'6" 11.2 - 25.0 Snow <br /> Member Notes I <br /> fi Center garage man doors <br /> Weyerhaeuser Notes ( )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 1 116/2017 10:24:05 AM <br /> D Perch Duplex 470 l Forte v5.2.Design Engine:V6.6.0.14 <br /> 0-ixer jrt.x Duplex 1470.-Ito <br /> s cnr; <br /> Page 34 <br />