1605 EDGEMOOR LN 2025-04-25 - Laserfiche WebLink

• .I FORTE W E B MEMBER REPORT PASSED UPPER FLOOR, HDR 1 piece(s)4 x 12 DF No.2 Overall Length:5'6' 0 0 5' ,. 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 3903 @ 1 1/2" 6563(3.00") Passed(59%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Building Use:Residential Shear(Ibs) 1447 @ 1'2 1/4" 4725 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 3190 @ 2'9" 6091 Passed(52%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.019 @ 2'9" 0.175 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.024 @ 2'9" 0.262 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does riot reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1-Trimmer-SPF 3.00" 3.00" 1.78" 1293 2008 1472 3903 None 2-Trimmer-SPF 3.00" 3.00" 1.78" 1293 2008 1472 3903 None Lateral Bracing Bradng Intervals Comments Top Edge(Lu) 5'6"o/c Bottom Edge(Lu) 5'6"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 0 to 5'6" N/A 10.0 -- -- 1-Uniform(PSF) 0 to 5'6" 10' 12.0 40.0 - Floor 2-Uniform(PSF) 0 to 5'6" 5'6" 12.0 60.0 25.0 DECK 3-Point(Ib) 3" N/A 754 1094 Linked from:HDR, Support 1 4-Point(Ib) 5'3" N/A 754 - 1094 Linked from:HDR, Support 1 Weyerhaeuser Notes 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 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 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 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 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator lob Notes 2/22/2023 5:59:27 AM UTC Jasper Baarbe Structural Design Associates ForteWEB v3.5, Engine: V8.2.3.63, Data:V8.1.3.6 jasper@sdaeverett.com(425)339-0293 File Name: 9684A-6'DECK Weyerhaeuser Page 7/7