9820 18TH AVE W 2025-08-20 - Laserfiche WebLink

tii l I'0 R T E MEMBER REPORT 7 of 32 PASSED Garage Addition,Alternate Ridge Beam (used for 1 piece(s)4 x 6 HF No.2 trib load at alternate overall ceiling beam) (next sheet) L _ ..-.......ten C. 1 � 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) 384 @ 2" 4961(3.50") Passed(8%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 168 @ 9" 2214 Passed(8%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 196 @ 1'4" 1869 Passed(10%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.002 @ 1'4" 0.117 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.003 @ 1'4" 0.156 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/240)and TL(L/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-Stud wall-SPF 3.50" 3.50" 1.50" 149 235 384 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" 149 235 384 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 2'8"o/c Bottom Edge(Lu) 2'8"o/c •Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 2'8" N/A 4.9 -- Linked from:Roof 1-Uniform(PLF) 0 to 2'8"(Top) N/A 53.5 88.0 Rafter RR-1, Support 2 Linked from:Roof 2-Uniform(PLF) 0 to 2'8"(Top) N/A 53.5 88.0 Rafter RR-1, Support 2 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 Michael Antimie n/a m (714)277-6004 mlchael.antimie@outlook.com Weyerhaeuser