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' a FORTE EEO III MEMBER REPORT • PASSED <br /> Cak#,#1 Floor Beam <br /> 2 piece(s)13/4"x 9 1/4"2.0E Mic ollam®LVL <br /> Overall Length:12' 1' <br /> + w <br /> 0 0 <br /> r ; <br /> r , <br /> r , <br /> I <br /> t 11 b <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 @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 2172 @ 2" 5206(3.50") Passed(42%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 1790©1'3/4" 6151 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 6203 @ 6'1/2" 11204 Passed(55%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.277 @ 6'1/2" 0.294 Passed(L/508) — 1.0 D+1.0 L(All Spans) <br /> Total Load Dell.(in) 0.356 @ 6'1/2" 0.587 Passed(L/396) — 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(1/480)and TL(L/240). <br /> •Mowed moment does not reflect the adjustment for the beam stability factor. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Live Total Accessories <br /> 1-Stud wall-SPF 3.50" 3.50" 1.50" 480 1692 2172 Blocking <br /> 2-Stud wall-SPF 3.50" 3.50" 1.50" 480 1692 2172 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 12'1"o/c <br /> Bottom Edge(Lu) 12'1"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Loads location(Side) Tributary Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 12'1" N/A 9.4 — <br /> 1-Uniform(PSF) 0 to 12'1"(Front) 1' 10.0 40.0 Default Load <br /> 2-Uniform(PSF) 0 to 12'1"(Front) 6' 10.0 40.0 Default Load <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 Job Notes <br /> Ken Nguyen <br /> 9/19/2021 3:34:02 PM UTC <br /> NT Engineers ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 <br /> (425)891-5111 <br /> housedesign4u@outlook.com Weyerhaeuser File Name:Everett Remodel 5103 5 4th Ave#A 98023 <br /> Page 2/6 <br /> (I) i I 0 <br />