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„.;; FORTE <br /> i <br /> rMEMBER REPO Main, M-03:Header PASSED <br /> 2 piece(s) 2 Hem-Fir No. 2 <br /> Overall Length:3'3” <br /> ,fit P1713 ,1 Nx <br /> :=s ,114- / ",4.0:1,6'0, <br /> 3' <br /> 0 0 <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 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 95 @ 0 1823(1.50") Passed(5%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(lbs) 61 @ 7" 1898 Passed(3%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 77 @ 1'7 1/2" 1602 Passed(5%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.002 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.003 @ 1'7 1/2" 0.162 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(1/360)and TL(L/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> • Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(His) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Plate-HF 1.50" 1.50" 1.50" 14 81 95 None <br /> 2-Plate-HF 1.50" 1.50" 1.50" 14 81 95 None <br /> I Tributary Dead Snow <br /> Loads Location(Side) Width (0.90) (1.15) Comments <br /> :0-Self Weight(PLF) 0 to 3'3" N/A 4.2 <br /> 1-Uniform(PSF) 0 to 3'3" 2' 2.1 25.0 Snow <br /> Member Notes <br /> Man Door <br /> Weyerhaeuser Notes T 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. l <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 1/5/2017 2:25:05 PM <br /> hF,:nc i,i.cv.5 2,. D,raao Forte v5.1,Design Engine:V6.5.1.1 <br /> /hes€e:Dees Don&Marla Carter I JC3(1.¢e <br /> 1.25;353-0531 4612 Seahurst Avenue I <br /> k r,z d signlines.com Everett,WA 96203i �r Page 4 of 4)' <br />