4828 DELAWARE AVE 2024-09-17 - Laserfiche WebLink

-AI FORTEW EB MEMBER REPORT PASSED Level, Floor: Flush Beam 1 piece(s)4 x 12 HF No.2 Overall Length:18'10 5/8" 0 0 18-35/8" 0 0 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(lbs) 1098 @ 3 1/2" 2126(1.50") Passed(52%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 985 @ 1'2 3/4" 3938 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-lbs) 5022 @ 9'5 5/16" 5752 Passed(87%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.234 @ 9'5 5/16" 0.610 Passed(L/940) 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.561 @ 9'5 5/16" 1 0.915 1 Passed(L/392) 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1-Hanger on 11 1/4"DF beam 3.50" Hanger' 1.50" 658 472 1130 See note 1 2-Hanger on 11 1/4"DF beam 3.50" Hanger' 1 1.50" 658 472 1130 See note' •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 Bracing Intervals Comments Top Edge(Lu) 18'4"o/c Bottom Edge(Lu) 18'4"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 2-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 Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 3 1/2"to 18'7 1/8" N/A 10.0 1-Uniform(PSF) 0 to 18'10 5/8"(Front) 5' 12.0 10.0 Default Load Member Notes Beam Sizing for residence 4828 Delaware Avenue WA. 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 Patrick B.Stickler,PhD,PE ForteWEB Software Operator Job Notes 3/4/2023 5:14:03 PM UTC Patrick Stickler,PhD,PE Covered patio with provided drawings. Cascade View Residential Structural Engineering ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 PLLC (425)760-4578 Weyerhaeuser File Name: Bruce Christopher pbstickler@gmaii.com Page 1/ 1