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�c run i c vv co <br />MEMBER REPORT PASSED <br />CRAWL SPACE, BB#1 <br />1 piece(s) 4 x 8 HF No.2 <br />Overall Length:5' 5 1/2" <br />r r <br />r <br />• r <br />L 5` 3" L <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />D" n Results <br />AoWal O Locat/oin <br />AlIbrred <br />Rewit <br />LDF <br />Lead: Combination (Pattern) <br />Member Reaction (Ibs) <br />1599 @ 1/4" <br />2481 (1.75") <br />Passed (64%) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />1166 @ 9" <br />2538 <br />Passed (46%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />2182 @ 2' 9 1/4" <br />2823 <br />Passed (77%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.063 @ 2' 9 1/4" <br />0.183 <br />Passed (L/999+) <br />1.0 D + 1.0 L (All Spans) <br />Total Load Deft. (in) <br />0.08.2 @ 2' 9 1/4" <br />0,275 <br />Passed (L/802) <br />1.0 D + 1.0 L (All Spans) <br />• ucneuiun Lmena: a tL/soul ano r L I L,/c9uf. <br />• Applicable calculations are based on NDS. <br />Sullporb <br />Marian Length <br />Loads to Supports (Ill <br />Acoesserfes; <br />Total <br />Available <br />Requkad <br />Dead <br />P. Live <br />Factorial <br />i - Stud wall - HE <br />1.75" <br />1.75" <br />1.50" <br />384 <br />1216 <br />1599 <br />Blocking <br />2 - Stud wall - HF <br />1.75" <br />1.75" <br />1.50" <br />384 <br />1216 <br />1599 <br />Blocking <br />- W 111y 1.— arc ua _ w —y'w ,w+w Pg­ ­w 'Y u{nl+'C Minn Of Uie rtrll 1 U 1! dW IM LV me mernuer oeing oesignea. <br />Lateral Bracing <br />tracing Lntainrak <br />com� <br />Top Fdge (Lu) <br />Continuous <br />Bottom Edge (Lu) <br />End Bearing Points <br />Dead <br />Floor Live <br />Vel'ftCal loads <br />Lo-don (Side) <br />TrRmtary Width <br />(0.90) <br />(1.00) <br />Comments <br />0 - Self Weight (PLF) <br />0 to 5' 6 lj 2" <br />NjA <br />6.4 <br />1 - uniform (PLF) <br />0 to 5' 6 112" (Front) <br />NjA <br />75.8 <br />252.0 <br />Linked from: <br />3ST#5, Support 1 <br />2 - Uniform (PLF) <br />0 to 5' 6 1/2" (Front) <br />NjA <br />56.3 <br />186.8 <br />Linked from: <br />1 46, Support 2 <br />System ! Floor <br />Member Type: Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Weyerfiaeusff Notes <br />Weyerhaeuser warrants that the sizing of its products will be in accordance wit! 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 try the authority having jurisdiction. The designer of record, builder or framer is <br />responsible to assure that this calculation is compatible with the overall project. Accessories (Rim board, [Mocking Panels and Sash Blocks) are rat designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by 11-C-ES under evaluation reports ESR-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 />wviw.weyerhaeuser.com/woodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />�_.�.._ ��._. ........ _--------------- ------- ---- W. <br />ForteWES software Operator Sob Notes 10J$/2023 9:45:37 PM UTC <br />i Chris Lalonde <br />j Structural Design Associates ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />1(425) 339-0293 <br />ciabnde@sdaeverett.com `%reyerbaeuser File Name: 9902 <br />