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wi r .a m ; a vV C5 MEMBER REPORT PASSED <br />CRAWL SPACE, JST#5 <br />1 piece(s) 2 x 10 HF No.2 C@ 16" OC <br />Overall Length: 12' 7" <br />12' <br />1 <br />0 <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />DeSI Resuiirc <br />Actual Lacatton <br />Albvaod <br />Rmutt <br />LDf <br />Laadt cbmbiaaupo (Fis".) ' <br />Member Reaction (Ibs) <br />429 4 2 1/2" <br />1 1367 (2.25") <br />Passed (31%) <br />1.0 D + 1.0 L (Ail Spans) <br />Shear (Ibs) <br />363 @ 1' 3/4" <br />1388 <br />Passed (26%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft Ibs) <br />1283 @ 6' 3 1/2" <br />1917 <br />Passed (67%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Deft (in) <br />0.204 @ 6' 3 1/2" <br />0.304 <br />Passed (! 714) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.266 @ 6' 3 1/2" <br />0.608 <br />Passed (U549) <br />- <br />1.0 D + 1.0 L (All Spans) <br />TJ-Pro' Rating <br />N/A <br />N/A <br />I N/A <br />NJA <br />• uenection criteria: LL (1_/4Bo) ano rl_ tu240). <br />• A 15% increase in the moment capacity has been added to account for repetitive member usage. <br />• Applicable calculations are based an NUS. <br />• No composite action between deck and joist was considered in analysis. <br />$i11p;iOtltS <br />assuring Lamgth <br />Toot AvaYatso i Required <br />Loads to Supports (lbs) <br />Dead Floor Live Factored <br />ftrcessorlaa <br />I - Stud wall - SPF <br />3.50" <br />2.25" <br />1,50" <br />101 <br />336 436 <br />1 1J4" Rim Board <br />2 - Stud all - SPF <br />3.50" <br />2.25" <br />1.50" <br />101 <br />336 436 <br />1 1/4" Rim !bard <br />hem — " anru ....r - wiry sari _m M.ru twmuy .Ra n, uyrma wly we rr t_ n x—r txang knesacpareu. <br />Lateral Bracing Brednill labli rais Its <br />Top Edge (Lu) Continuous <br />Bottom Edge (Lu) End Bearing Points <br />Dead "v <br />!Vertical Load <br />LwAtIon(Side) <br />Spacing <br />(0.90) tL ) }}Canunareb <br />1 Uriform (PSF) <br />0 to 12 7' <br />__....____....,.._ .. <br />1i,' <br />_........____W_______......_.---__�_...__ <br />12.0 40.0 F..B <br />----_- ._. _ <br />0 <br />System: Floor <br />Member Type: Joist <br />Building Use; Residential <br />Building Code; IBC 2018 <br />Design Methodology: ASD <br />Wei erhaett&ter NOtm <br />Weyerhaeuser warrants that the sizing of it- products will be in accordance with Weyerhaeuser product design criteria and pub'ished design values. Weyerhaeuser expressly disclaims any of rer 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 frarner 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 facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-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 />www. reeyerhaeuser.com/wDodproducts(document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />FOrteWEIS Software Operator Sob Notes i 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structural Design Associates FDrteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />cialonde@sdaeverett.corn Wc7crliaeu5cr File Name: 9902 <br />