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i ill i'V n 1 C YU C d MEMBER REPORT PASSED <br />MAIN, MB#14 <br />2 piece(s) 2 x 6 HF No.2 <br />Overall Length: 3' 3" <br />W <br />10. <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />Actual @ 4ombon <br />Allowed <br />Result <br />LOF <br />toad; Combination [Pattern) <br />Member Reaction (Ills) <br />603 @ 3' 3" <br />1823 (1.50") <br />Passed (33%) <br />1.0 D + 0.75 L + 0.75 S (AII Spans) <br />Shear (Ibs) <br />196 @ 7" <br />1650 <br />Passed (12%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />248 @ 1' 71/2" <br />1371 <br />Passed (18%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Dell. (in) <br />0.004 @ V 7 1/2" <br />0.108 <br />Passed (L/999+) <br />— <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.009 @ V 7 1/2" <br />1 0.162 <br />Passed (L/999+) <br />1.0 D + 1.0 L (Ali Spans) <br />• A 1.5% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicable calculations are based on NDS. <br />lil <br />Member Length : T 3" <br />System: Wall <br />Member Type: Header <br />Building Use: Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASD <br />Supports <br />Scaring Length <br />toads to Supports (lbs) <br />Aetxuories <br />Total <br />avallable <br />Renuited: <br />Dead <br />Moor Live <br />Roof Live <br />snow <br />1- Tnmmer - HF <br />1.50" <br />1.50' <br />1.50" <br />176 <br />130 <br />306 <br />Hone <br />2 - Trimmer - HF <br />1.50' <br />t.50' <br />1.50" <br />330 <br />130 <br />188 <br />234 <br />1 603 <br />None <br />Lateral Bracirig <br />Sraclog Intervals <br />comments <br />Top Edge (W) _ <br />End Bearing Points <br />Bottom Edge (Lu) <br />End Bearing Points <br />Vertical Loads <br />Location <br />Tributary <br />width <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />Roof Live <br />(1.25) <br />snow <br />(i.15) <br />comments <br />0 - Self Weight (PI F) <br />0 to 3' 3' <br />N/A <br />4.2 <br />I - Point (lb) <br />T 3' <br />N/A <br />154 <br />188 <br />234 <br />Linked from: <br />RB#3.2, Support 1 <br />2 - Uniform (PSF) <br />0 to 3' 3' <br />2` <br />12.0 <br />40.0 <br />Floor <br />3 - Uniform (PSF) <br />0 to 3' 3" <br />B' <br />E-10.0 <br />Wall <br />We erhaetiser 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 jurisdiction. The designer of record, budder or framer is <br />responsible to assure that this calculation Is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are riot designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -parry certified to sustainable forestry standards, Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1307 <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/woodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by FoneWEB Software Operator <br />ForteWEB software Operator Sob Notes 2/15/2024 7:49:39 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB 0.7, Engine: V8.4.0.40, Data: V8.1.5.0 <br />(425) 339.0293 <br />dalonde@sdaeverett.com V*rhwuser File Name: 9902 <br />