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®FO R T ECO MEMBER REPORT PASSED <br />Main Level, Floor: Joist <br />2 piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 16" OC <br />Overall Length: 14' 7" <br />14' <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design ReSuNs <br />Actual @ Location <br />Allowed <br />Resu t <br />LOF <br />Load: oombbrntion (Pattern)_ <br />Member Reaction abs) <br />527 @ 2 1/2" <br />4219 (2.25") <br />Passed (12%) <br />— <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />469 @ 30 3/4" <br />2610 <br />Passed (18%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (R-Ibs) <br />1840 @ T 3 1/2" <br />2720 <br />Passed (68%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />D317 @ T 31/2" <br />0.354 <br />Passed (1/536) <br />— <br />1.0 D + 1.0 L (All Spans) <br />Total Load Dell. (in) <br />0.436 @ T 3 1/2" <br />0.708 <br />Passed (L/390) <br />— <br />1.0 D + 1.0 L (All Spans) <br />TJ-Proo' Rating <br />N/A <br />N/A <br />N/A <br />— <br />N/A <br />• Defecttun criteria: U. (U480) and TL (4240). <br />• Top Edge Bracing (W): Top compression edge must be braced at 14' 5" o/c based on loads applied, unless detailed otherwise <br />• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' 5" o/c based on loads applied, unless detailed otherwise. <br />• A 15% increase in the moment capacity has been added to account for repetitive member usage. <br />• Applicable calculations are based an NDs. <br />• No composite action between deck and joist was considered in analysis. <br />SapPorte <br />Bearing Length <br />loads to Supports (Ibs) <br />I Aries <br />Total <br />Available <br />Required <br />Dead <br />Floor Live Total <br />1- Stud wall - DF <br />3.50" <br />2.25" <br />1.50" <br />146 <br />389 535 <br />11/4" Rim Board <br />2 - Stud wall - DF <br />3.50" <br />1 2.25" <br />I 1.50" <br />1 146 <br />1 389 1 535 <br />11/4" Rim Board <br />Rim Board is assumed to may all loads applied directly above M bypassing the member being designed. <br />Vertical Load <br />Location Came) <br />Spacing <br />Dead <br />(0.90) <br />I Floor Live <br />(1.00) <br />comments <br />1- Uni(onn (PSF] <br />0 N 14' T <br />16" <br />15.0 <br />40.0 <br />Floor <br />aeuses warrants that the slang of is products will be in accordance with Weyerhaeuser product <br />design ateria and published design values. Weyeaeuse <br />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. T <br />able W assure that this calculation is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blacks) are not designed by <br />aeuser Facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-FS um <br />tested in accordance with applicable ASTM standards. For anent code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />dimensions ant support information have been provided by ForteWEB <br />ForteWES Sofhvare Operator <br />]orb Notes <br />Billy <br />Sleburg Design Co. <br />(541) <br />(541)420-9599 <br />billy@siebur96ugtling.mm <br />Cr <br />System : Floor <br />Member Type : Jolt <br />Bung Use: Residential <br />Building Code : IBC 2015 <br />Design Methodology: ASD <br />dIsdaims any other warranties <br />of record, Wider or framer is <br />e. Products manufactured at <br />on reports ESR-1153 and ESR-1387 <br />6/27/2020 3:D9:19 AM UTC <br />ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 <br />File Name: 20017 4735 Bayview Lane <br />Page 2 / 3 <br />