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7 r 0 R T E w <br /> MEMBER REPORT Le - - -•- ••• ----- PASSED <br /> S 13/4"x 16" 2.0E Microllam® LVL <br /> Overall Length: 18' ( B ., 9/4 <br /> K-,.,.:4 N /V <br /> 0 0 <br /> 17'6' <br /> 11 11 <br /> All locations are measured from the outside face of left support(or left cantilever end)AII dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LDF Load:combination(Pattern) System:Wall <br /> Member Reaction(lbs) 4271©1 1/2" 7613(3.00") Passed(56%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(lbs) 3836 @ 1'7" 12236 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 21967 @ 9' 35781 Passed(61%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC <br /> live Load Defl.(in) 0.349 @ 9' 0.592 Passed(L1610) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.555 @ 9' _ 0.887 Passed(1/384) -- 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 8'3 3/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Boxing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-SPF 3.00" 3.00" 1.68" 1593 2677 4270 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.68" 1593 2677 4270 None <br /> Tributary Dead Snow <br /> Loads Location Width (0.90) (1.15) Comments <br /> 1-Tapered(PSF) 0 to 9' 4'to 13' 19.0 35.0 MINNESOTA SOUTH <br /> SNOW <br /> 2-Tapered(PSF) 9'to 18' 13'to 4' 19.0 35.0 MINNESOTA SOUTH <br /> SNOW //�� <br /> Weyerhaeuser Notes (tj)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. YY <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 <br /> assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser designer of record,third-partypar or framer is responsible to <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluatedICC ES usderechn facilities are ESR-1153 and <br /> ESR 1 sustainable <br /> accordance with applicableby com/svires/ and E ports as and/or tested in <br /> ASTM standards. For current code evaluation reports refer to http:J/www.woodbywy.com/servioes/s_CodeReporLsaspx. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 1/12/2016 8:11:26 AM <br /> Tim Rocheford Forte v5.0,Design Engine:V6.4.0.40 <br /> SHAW/STEWART LUMBER CO. 11216.1 Garage Door.4te <br /> (612)238-4204 <br /> g <br /> trocheford@shawstewartlumberco.com <br /> Page 1 of 1 <br />