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iI F O R T E C — MEMBER REPORT PASSED <br />Main Level, Floor: Joist <br />2 piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 16" OC <br />14' <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horimntal. <br />Design Results <br />Actual O Location• <br />Allowed <br />Rend[ <br />LDF <br />load: Compfo,dpn (Pattern) <br />Member Reaction (lbs) <br />527 @ 21/2" <br />4219 (2.25'j <br />Passed (12%) <br />— <br />1.0 D + 1.0 L (All Spars) <br />Shear (Ibs) <br />469 @ 10 3/4" <br />2610 <br />Passed (18%) <br />1.00 <br />1.0 D + 1.0 L (AII Spans) <br />Moment (Ft-lbs) <br />1840 @ 7' 311r <br />2720 <br />Passed (68%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Dell. (in) <br />0.317 @ 7' 31/2" <br />0.354 <br />Passed (L/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 />T1-Pro"" Rating <br />NIA <br />N/A <br />N/A <br />— <br />N/A <br />• Deflection criteria: LL (1./480) and TL (L/240). <br />• Top Edge Bracing (Lu): Top compression edge must be braced! at 14• S' o/c based on loads applied, unless detailed otierwise <br />• Bottum Edge Bracing (Lu): Bottum compression edge must be Waited at 14' V o/c based on bads applied, unless detailed otherwise. <br />• A 15% Increase in the momem opacity has been added to acc um for repetbve member usage <br />• Applicable calwlatiore are based on NDS. <br />• No composite action between deck and joist was considered in analysis <br />Supports <br />Bearing Length <br />Loads to Supports(Ibs) <br />Accessories <br />Total <br />Awfli <br />Required <br />Dead <br />poor Lire <br />Tool <br />1-Stud wall -DF <br />3.50" <br />2.25" <br />1.50' <br />146 <br />389 <br />535 <br />11/'r RNn Board <br />2 - Staid wall - DF <br />3.50" <br />2.25" <br />1.50' <br />146 <br />389 <br />535 <br />1),/4" Run Board <br />rum scam is assumeu to may an ioaos spored treaty aoove a, oypasing one member being designed. <br />Vertical Load <br />Location (Side) <br />spacing <br />Dead <br />(0.90) <br />I pony Lire <br />(1.00) <br />Cprmmments <br />1- uniform (PSL) <br />10 co 14. 7" <br />16 <br />15.0 <br />40.0 <br />Poor <br />System : floor <br />Member Type: Joist <br />Building Use: Rasidenbal <br />Building Code: IBC 2015 <br />Design Methodology: Aso <br />Weyerhaeuser Notes <br />Weyedweuserwanants that the stung of its products; will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser erpresly disclaims any other warranties <br />related to the software. Ilse of this software is not intended to mcumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, Wilder or framer is <br />responsible to assure that this celwlaton is compatible with the o+erall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -party certified to wstainabh: forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br />and/or testhil in accordance w8h applicable ASTM standards For wment code evaluation reports, Weyerhaeuser product literature and installation deals refer th <br />www.we/eftoeuser.mm/woodpmducts/ddwmnt-libmr/. <br />The product applicaticn, input design loads, dimensions and support information have been proWded by FtrteWEB Software operator <br />For0awE8 Software Operator Job Naas <br />Billy <br />Sieburg Design Co. <br />(54 <br />(591) 4209699 A <br />bllifflsleburgbulding.com <br />6/27/2020 3:09:19 AM UTC <br />ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 <br />File Name: 20017 4735 Bayview Lane <br />