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• iAl 1i' Vtt 1 C VV co MEMBER REPORT PASSED <br />CRAWL SPACE, BB#2 <br />1 piece(s) 4 x 8 HF No.2 <br />Overall Length: 5' 6 1/2" <br />Ci <br />0 <br />- <br />r <br />r <br />, <br />r <br />_ <br />S 3" 4 <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />L)esi n Results <br />Actual 0 Location <br />Allowed <br />Rawlt <br />LDF <br />Load, Combination (Pattern) <br />Member Reaction (ibs) <br />1292 @ 1/4" <br />2481 (1.75") <br />Passed (52%) <br />1.0 D + 1.0 L (All Spans) <br />Shear (ibs) <br />942 @ 9" <br />2536 <br />Passed (371/o) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs) <br />1763 @ 2' 9 1/4" <br />2823 <br />Passed (62%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Deft (in) <br />0.050 @ 2' 9 1/4" <br />0.183 <br />Passed (U999+) <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.066 @ 2' 9 1/4" <br />0.275 <br />Passed (L/994) <br />1.0 D + 1.0 L (All Spans) <br />�orcua..�n uno ra. LL ty­u) anu i L kL44W). <br />• Applicable calculations are based on NDS. <br />Supports <br />Ysering Length <br />Loads to supports (lbs) <br />Accessories <br />Total <br />Available <br />Required <br />bead <br />Floor Live <br />Factored <br />1 - Stud wall - HIF <br />1;75" <br />1.75, <br />1.50" <br />313 <br />979 <br />1292 <br />Blocking <br />2 - Stud wa:l - HF <br />1.75" <br />1.75" <br />1.50" <br />313 <br />979 <br />1292 <br />Blocking <br />- ­ y rams nr a n>aurinn, w wry iw uwco dt"ILQ urrecuy aamve uwm ano me run roan is appue0 ro me memoer tKmg designed. <br />Lateral Bracing <br />Sruch"M 1tlVMS <br />coromertts <br />Top Fdge (I.u) <br />Continuous <br />Bottom Edge (Lu) <br />End Bearing Points <br />Dead <br />Floor Use <br />Vertical loads <br />Location (side) <br />Tributary width <br />(0.90) <br />(1.00) <br />comments <br />0 - Self Weight (PLF) <br />0 to 5' 6 1/2" <br />N/A <br />6.4 <br />-- <br />1 - Uniform (PLF) <br />0 to 76 112" (Front) <br />N/A <br />S6.3 <br />186.8 <br />Linked from: <br />JSftt6, Support 1 <br />2 - Uniform (PLF) <br />0 to 5' 6 1/2" (Front) <br />N/A <br />50.3 <br />156.5 <br />Linked <br />,from: <br />JSm7SuDPort 2 <br />System : Floor <br />Member Type: Drop Beam <br />Building Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASD <br />We Buser Notes <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design va ues. 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, builder 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 not designed by this software. Products manufactured at <br />Weyerhaeuser racilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 drrd ESR-1387 <br />and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refe- to <br />www.weyerhaeuser,com/vjoodproducts/documerit-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />j ForteWEB Software operator Job Notes m _` 10/8/2023 9:45:37 PM LTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />clabnde@sdaeverett.com 'SVevcrhacuscr File Name: 9902 <br />