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��i MEMBEfi REPORT Level, Wall.•Header PASSED <br /> :�F Q R � E �+ 2 piece(s) 2 x 10 Hem-Fir IVo. 2 <br /> Overall Length:5'3" <br /> � � r _ ._ , ., � . � -� <br /> + � + <br /> o a <br /> _ _ _ _ <br /> 5' <br /> 0 Q <br /> All locations are measured from the outside face of lefr support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 1318 @ 0 1823(1.50") Passed(72%) -- 1.0 D+1.0 S(All Spans) MemberType:Header <br /> Shear(Ibs) 868 @ 10 3/4" 3191 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Buiiding Use:Residential <br /> Moment(Ft-Ibs) 1730 @ 2'7 1/2" 3833 Passed(45%) 1.15 1.0 D+1.0 S(All Spans) Building Code:isC zo15 <br /> Live Load Defl.(in) 0.024 @ 2'7 1/2" 0.175 Passed(L,/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.033 @ 2'7 1/2" 0.262 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> •Deflecdon criteria:LL(L/360)and TL(L/240). <br /> •8racing(Lu):All compression edges(top and bottom)must be braced at 5'3"o/c unless detailed otfienvise.Proper attachment and positioning of lateral <br /> bracing is required tD achieve member stability. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Snow Toml Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 373 945 1318 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 373 945 1318 None <br /> Tributary Dead Snaw <br /> Loads �Lon(s�ae) wian� �0.90) �i.is) Comments <br /> 0-Self Weight(PLF) 0 to 5'3" N/A 7.0 <br /> 1-Uniform(PSF) 0 to 5'3" 9' 15.0 40.0 roof <br /> Member Notes <br /> sun porch(deck side)picture window header <br /> Weyerhaeuser Notes (I�SUSTAINABLE FORESTR`!INITIATIVE <br /> Weyerhaeuser warrantr that the sizing of its productr will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> l <br /> Weyerhaeuser expressly disclaims any other warranties related tu the software.Refer to current Weyerhaeuser literature for installatlon details. <br /> (www.woodbywy.com)Accessories(Rim eoard,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 jurisdicdon.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 s�ndards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested <br /> in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product applicadon,input design loads,dimensions and support informatlon have been provided by Forte Software Operator <br /> Forte somvare operator Job Notes 5/11/2017 8:49:30 AM <br /> Steve Licht Forte v5.1,Design Engine:V6.5.1.1 <br /> Charles Cudd�eNovo <br /> (612)359-1709 <br /> sl icht@charlescudd.com . <br /> Page 1 of 1 <br />