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MEMBER REPORT Front Stair, P-02 Stair header PASSED <br /> ,�i E 2 piece(s) 2 x 6 Hem-Fir No. 2 <br /> Overall Length:3'6" <br /> a <br /> + + <br /> ,� ; 3'6• <br /> 0 E <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 @ Location Allowed Result IDE Load:Combination(Pattern) System:Floor <br /> 1 Member Reaction(Ibs) 652 @ 1 3/4" 1823(1.50") Passed(36%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(Ibs) 466 @ 7 1/4" 1650 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 523 @ 1'9" 1393 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.015 @ 1'9" 0.107 Passed(L/999+) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD <br /> 1 Total Load Defl.(in) 0.018 @ 1'9" 0.160 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(1/360)and TL(t/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 3'3"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3'3"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> r Bearing Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Total Accessories <br /> ive <br /> 1-Hanger on 5 1/2"HF beam 1.75" Hanger' 1.50" 107 604 711 See note' <br /> 2-Hanger on 5 1/2"HF beam 1.75" Hanger' 1.50" 107 604 711 See note' <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 I <br /> Support Model Seat Length Top Nails Face Nails Member Nails Accessories <br /> 1 1-Face Mount Hanger LUS26-2 2.00" N/A 4-10d common 4-16d common used in <br /> double shear <br /> i 4-16d common used in <br /> i 2-Face Mount Hanger LUS26-2 2.00" N/A 4-lOd common double shear <br /> Tributary Dead Floor Live <br /> Loads Location(Side) Width (0.90) (1.00) Commits <br /> C-Self Weight(PLF) 1 3/4"to 3'4 1/4" N/A 4.2 <br /> 1-Uniform(PSF) 0 to 3'6"(Front) 5'9" 10.0 60.0 Residential-deck <br /> Member Notes 1 <br /> Front stair headers /� <br /> Weyerhaeuser Notes 0 SUSTAINABLE FORESTRY IPiiTIATIVE <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 116 2017 10:24:05 AM <br /> P.rreii Duplex 1470 Forte v5.2.Design Engine:V6.n.0.14 <br /> Duplex 1470.4te <br /> Page 3 <br />