7822 BEVERLY LN B 2025-04-11 - Laserfiche WebLink

• it FO R T E MEMBER REPORT PASSED Roof Level, Roof Ridge Beam RB2 1 piece(s)4 x 8 HF No.2 Overall Length:9'3' L 0 i kk / 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:Roof Member Reaction(Ibs) 1042 @ 5 1/2" 2126(1.50") Passed(49%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 882 @ 1'3/4" 2918 Passed(30%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 2046 @ 4'4 5/8" 3247 Passed(63%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.107 @ 4'5 3/16" 0.399 Passed(L/892) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Total Load Deft(In) 0.161 @ 4'5 1/8" 0.532 Passed(L/594) -- 1.0 D+1.0 S(Alt Spans) • Deflection criteria:LL(1/240)and TL(L/180). •Overhang deflection criteria:LL(21/240)and TL(2L/180). •Allowed moment does not 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 snow Total Accessories 1-Hanger on 7 1/4"HF beam 5.50" Hanger, 1.50" 391 770 1161 See note 1 2-Stud wall-DF 5.50" 5.50" j 1.50" 480 930 1410 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •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. Lateral Bracing sradng Intervals comments Top Edge(Lu) 9'3"o/c Bottom Edge(Lu) 9'3"o/c •Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Face Mount Hanger HUC46 2.50" N/A 12-10dx1.5 6-lad •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 5 1/2"to 9'8" N/A 6.4 -- 1-Uniform(PSF) 0 to 9'8"(Front) 7' 12.0 25.0 Default 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 Job Notes 8/15/2021 4:55:26 PM UTC Asrade Mengstu PE AMSE ForteWEB v3.2,Engine:V8.2.0.17, Data:V8.1.0.16 (206)501-5149 512.3 File Name:Tabarez Deck asrade@gmail.com Weyerhaeuser Page 1/ 1