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I'; .MEMBF REPOR Main, M-02:Header PASSED <br /> III <br /> • 2 piece(s) 2 x�em-Fir No. 2 <br /> Overall Length:3'3" <br /> 5 <br /> x'err, ' ,/--4-_,4 ,-N� <br /> 0 0 <br /> 3' 4' <br /> 11 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 /> Desi n Results Actual 0 Location Allowed Result LDF Loath Combination(Pattern) System:Wall <br /> i Member Reaction(lbs) 786 @ 0 1823(1.50") Passed(43%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Header <br /> Shear(lbs) 504 @ 7" 1898 Passed(27%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 639 @ 1'7 1/2" 1602 Passed(40%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.016 @ 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) 0.022©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(1/240). <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(lbs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Plate-HF 1.50" 1.50" 1.50" 238 548 786 None <br /> 2-Plate-HF 1.50" 1.50" 1.50" 238 548 786 None <br /> 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" 13'6" 10.5 25.0 Snow <br /> Member Notes <br /> Windows <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 1/5/2017 2:25:05 PM <br /> r,rr::, -; > ,.: GarageForte v5.1,Design Engine:V6.5.1.1 <br /> fCADesign i..ncs Don&Marla Carter Job +te <br /> (425,3 53-0531 4612 Seahurst Avenue <br /> ken(41designlinet,.corn Everett,WA 98203 "age 3 of 4 <br />