1420 80TH ST SW D BIRDWELL MACHINE 2025-03-11

it FORTE- COMEMBER REPORT PASSED Mezzanine, Beam 3 1 piece(s)5 1/2"x 13 1/2"24F-V4 DF Glulam Overall Leng:h: 14' 10 1/4 r r • �� 1 I ,11 II o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 11998 @ 1'6" 18769(5.25") Passed(640/0) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Building Use:Commercial Shear(Ibs) 7207 @ 2'10 1/8" 13118 Passed(55%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Pos Moment(Ft-Ibs) 28958 @ 8'3/16" 33413 Passed(87%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Neg Moment(Ft-Ibs) -1895 @ 1'6" 25755 Passed(7%) 1.00 1.0 D+1.0 L(All Spans) Live Load Dell.(in) 0.387 @ 8'3/16" 0.435 Passed(L/405) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.437 @ 8'1/4" 0.652 Passed(L/358) -- 1.0 D+ 1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(2L/360)and TL(2L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 14'10"o/c based on loads applied,unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'10"o/c based on loads applied,unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'3/16". •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=1'8 7/16". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Length I Loads to Supports(Ibs) I Supports Total Available Required Dead Floor Live Total Accessories 1-Column-SPF 5.25" 5.25" 3.36" 1537 10462 11999 Blocking 2-Column-SPF 5.25" 5.25" 2.60" 1092 8207/-125 9125/ Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 14'10 1/4" N/A 18.0 -- 1-Uniform(PSF) 0 to 14'10 1/4" 9'7" 15.0 125.0 Mezzanine Live Load 2-Uniform(PSF) 0 to 3' 6'3" 12.0 40.0 Stair Load 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 1/16/2020 5:56:39 AM UTC Mark ESGD ForteWEB v2.3, Engine:V8.0.0.21, Data:V7.3.1.1 (701)660-9422 mark.esgd@outlook.com Weyerhaeuser File Name: Birdwell TI Page 1/ 1