415 100TH ST SW 2022-05-02 - Laserfiche WebLink

/1 FORTE' • MEMBER REPORT PASSED rPr i Level, Railing Beam 1 1 piece(s)4 x 4 Hem-Fir No.2 =ra i _ength:7'7" 0 1 i El 7 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) 259 @ 3 1/2" 2126(1.50") Passed(12%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 247 @ 7" 1225 Passed(20%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 610 @ 3'6" 759 Passed(80%) 1.00 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.151 @ 3'8 13/16" 0.233 Passed(L/558) -- 1.0 D+ 1.0 L(All Spans) Total Load Defl.(in) 0.294 @ 3'9 3/16" 0.350 Passed(L/286) -- 1.0 D+ 1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 7'o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7'o/c unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Hanger on 3 1/2"HF beam 3.50" Hanger) 1.50" 163 108 271 See note 1 2-Hanger on 3 1/2"HF beam 3.50" Hanger' 1.50" 163 92 255 See note 1 •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Face Mount Hanger HUC44 2.50" N/A 4-lad 2-lad 2-Face Mount Hanger HUC44 2.50" N/A 4-lad 2-lad Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 3 1/2"to 7'3 1/2" N/A 3.1 -- 1-Uniform(PLF) 0 to 7'7"(Front) N/A 40.0 - Default Load 2-Point(lb) 3'6"(Front) N/A - 200 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 0 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser 1 ForteWEB Software Operator Job Notes 8/27/2019 3:50:38 PM UTC Asrade Mengstu PE AMSE ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 (206)501-5149 asrade@gmail.com 1 e2. File Name: VanArsdall Deck Remodel