3527 SHORE AVE 2025-04-17 - Laserfiche WebLink

' ; MEMBER REPORT PASSED Floor,UB-01 1 piece(s)3 1/2"x 11 7/8"1.55E TimberStrand®LSL Overall Length: 0 0 i `1 l f, rill All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1489 @ 20'9 1/4" 8181(5.50") Passed(18%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 773 @ 19'6 5/8" 8590 Passed(9%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 4076 @ 10'2 7/8" 15953 Passed(26%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.289 @ 10'6 3/8" 0.512 Passed(L/851) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.417 @ 10'5 3/16" 1.024 Passed(L/590) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Overhang deflection criteria:LL(2L/480)and TL(2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1-Hanger on 11 7/8"LSL beam 3.50" Hanger' 1.50" 278 562 -20 840/-20 See note a 2-Stud wall-SPF 5.50" 5.50" 1.50" 723 671 349 1743 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 •'See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 22'9"o/c Bottom Edge(Lu) 22'9"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 LUS410 2.00" N/A 8-10dx1.5 6-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 3 1/2"to 23' N/A 13.0 -- -- 1-Uniform(PSF) 0 to 23'(Front) 1'4" 12.0 40.0 - Floor 2-Uniform(PLF) 21'to 23'(Front) N/A 90.0 - - Wall 3-Uniform(PSF) 21'to 23'(Front) 6'7" 12.0 - 25.0 Roof 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 5/5/2022 11:30:59 PM UTC Kelsi Bonner BTL Engineering ForteWEB v3.2,Engine:V8.2.0.17, Data:V8.1.0.16 (931)581-9272 kelsi.bonner@btleng.net Weyerhaeuser File Name: Peterson Garage-Everett U2.4 Page 2/8