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• <br /> .I FORTE W E B MEMBER REPORT PASSED <br /> UPPER FLOOR,HDR w/HIP MASTER <br /> 1 piece(s)4 x 12 DF No.2 <br /> Overall Length:5'6' <br /> 0 0 <br /> 1 <br /> iii s <br /> /11 <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 4335 @ 1 1/2" 6563(3.00") Passed(66%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 1447 @ 1'2 1/4" 4725 Passed(310/0) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 3190 @ 2'9" 6091 Passed(52%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.019 @ 2'9" 0.175 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.024 @ 2'9" 0.262 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Factored Accessories <br /> 1-Trimmer-SPF 3.00" 3.00" 1.98" 1485 2008 1792 4335 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.78" 1293 2008 1472 3903 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 5'6"o/c <br /> Bottom Edge(Lu) 5'6"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (1.00) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 5'6" N/A 10.0 -- -- <br /> 1-Uniform(PSF) 0 to 5'6" 10' 12.0 40.0 - Floor <br /> 2-Uniform(PSF) 0 to 5'6" 5'6" 12.0 60.0 25.0 DECK <br /> 3-Point(Ib) 5'3" N/A 754 - 1094 Linked from:HDR, <br /> Support 1 <br /> Linked from:HDR <br /> 4-Point(Ib) 3" N/A 946 - 1414 w/HIP MASTER, <br /> Support 2 <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is <br /> responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator lob Notes 2/22/2023 5:59:27 AM UTC <br /> Jasper Baarbe <br /> Structural Design Associates ForteWEB v3.5, Engine: V8.2.3.63, Data:V8.1.3.6 <br /> (425)339-0293 <br /> jasper@sdaeverett.com Weyerhaeuser File Name: 9684A-6'DECK <br /> Page 6/7 <br />