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1903 JACKSON AVE A, B 2025-10-24
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1903 JACKSON AVE A, B 2025-10-24
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Last modified
10/24/2025 8:49:31 AM
Creation date
5/6/2025 11:08:51 AM
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Address Document
Street Name
JACKSON AVE
Street Number
1903
Unit
A, B
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;alt t"t,/n i l- M'V CS3 MEMBER REPORT PASSED <br />MAIN, M8#10 <br />2 piece(s) 1 3/4" x 11 716" 2.0E Microllam@ LVL <br />Overall Length: 6' <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Desl n Results <br />Actual a location <br />Allowed <br />Result <br />LIEF <br />Lond: Combination (Path m) <br />Member Reaction (Ibs) <br />1863 @ 3" <br />3938 (1.50") <br />Passed (47%) <br />1.0 D + 1.0 5 (All Spans) <br />Shear (Ibs) <br />1207 @ 1' 2 7/8" <br />9081 <br />Passed (13%) <br />1.15 <br />1.0 D + 1.0 5 (All Spans) <br />Moment (Ft-Ibs) <br />2620 @ 3' 3/4" <br />20525 <br />Passed (13%) <br />1.15 <br />1.0 D i 1.0 S (All Spans) <br />Live Load Deft. (in) <br />0.011 @ 3' 3/4" <br />0.188 <br />Passed (L1999+) <br />1.0 D + 1.0 5 (All Spans) <br />Total Load Deft. (in) <br />0,023 @ 3' 3/4" <br />0.281 <br />Passed (L/999+) <br />1.0 D + 1.0 S (Ail Spans) <br />System: Floor <br />Member Type : Crop Beam <br />Building Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASD <br />Supports <br />!oaring tartpth <br />Loads to Supports pbs) <br />A rles <br />Total <br />Available <br />Requbed <br />Der! <br />Floor Lira <br />Roof Uve <br />Snow <br />Fachornd <br />I - Hanger on 11 7/8" GL8 beam <br />3,00" <br />Hanger' <br />1.50" <br />992 <br />245 <br />827 <br />1034 <br />2025 <br />See note <br />7 - Stud wall - HF <br />3.00" <br />3.00" <br />1,50" <br />954 <br />235 <br />793 <br />991 <br />1946 <br />Blocking <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br />• ' See Connector grid below for additicnal information and/or requirements. <br />Lateral Bracing <br />Bracing Intervals <br />comagnb <br />Top Edge (Lu) <br />Continuous <br />Bottom Fdge (I.u) <br />End Bearing Points <br />Connector: Simpson Strong -Tie <br />Support <br />Model Seat Length Top Fasteners Face Fasteners <br />Mombar Fasteners <br />I Accessorios <br />I - Face Mount Hanger <br />HUC410 2.50"' N/A 18-10dx1.5 <br />10-10d <br />Vertical Loads <br />Location (Side) <br />Tributary Width <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />Root Live <br />(non-srrow: 1.25) <br />snow <br />(i.iS) <br />Comments <br />0 - Self Weight (PLF) <br />3" to 6' <br />N/A <br />12.1- <br />- <br />-- <br />t - Uniform (PSF) <br />0 to 6' (Front) <br />2' <br />12.0 <br />40.0 <br />- <br />W <br />Floor <br />2 - Uniform (PSF) <br />0 to 6' (Front) <br />13' 6" <br />15.5 <br />20.0 <br />25.0 <br />Roof <br />3 - Uniform (PSF) <br />0 to 6' (Front) <br />8' <br />10.0 <br />Wall <br />.Weyerhaeuser Notes <br />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 <br />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 )urisdiction. The designer of record, builder or framer is <br />responsible to assure that this calculation is comparable with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser Facilities are tfrird-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports FSR-1153 and ESR-1387 <br />and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www.weyerhaeuser.com/woodproductsldocument-library. <br />the product application, input design loads, dimensions and support information have been provided by ForteWE8 Software Operator <br />....... - _.. _ _ _ _ � _ _... <br />ForteWE6 software operator Job motes 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />structural Design Associates FOrteWEB v3.6, Engine: 118.3.15, Data: V8.1.4.1 <br />(425) 339-0293 <br />cialonde!@sdaeverett com %veyert:aeuser Fite Name: 9902 <br />
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