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.ii r v n t C. MEMBER REPORT FAILED LOWER FLOOR,LBI - REINFORCED 3 piece(s)2 x 10 Douglas Fir-Larch No.2 Overall'_enq'h 9'2 I0 u r i II Di 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Type:Flush Beam Member Reaction(Ibs) 5555!a)4" 10519(5.50") Passed(53%) — 1.0 D+0,75 L+0.75 S(All Spans) Building Use:Residential Shear(Ibs) 4378(0 1'2 3/4" 5744 Passed(76%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 11062(g)4'5/16" 6088 - lied(182' 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Live Load Dell.(in) 0.184 @ 4'6 1/8" 0.213 Passed(L/554)NI) — 1.0 D+0.75 L+0.75 S(All Spans) Total Load Defl.(in) 0.302(0)4'5 15/16" 0.425 Passed(L/338) g — 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:IL(L/480)and IL(L/240). n� cM'� A. Q t . •Top Edge Bracing(Lu):Top compression edge must be braced at 6"o/c unless detailed otherwise. 4 R D rinfl tJ/ I /41 x //Z L•VI- a• • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'2"o/c unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead ,Floor Live Roof Live Snow Total Accessories 1-Stud wall-SPE 5.50" 5.50" 2.90" 2162 2292 1345 2232 8031 Blocking 2-Stud wall-SPF 5.50" 5.5a" 2.57" 1854 2292 1237 1798 7181 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Roof Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (non-snow!1.25) (1IS) Comments 0-Self Weight(PLF) 0 to 9'2" N/A 10.6 -- - 1-Uniform(PSF) 0 to 9'2"(Top) 12'6" 12.0 40.0 - - Default Load 2-Point(lb) 3'(Top) N/A 826 - 290 1165 inked from UBS, Support 1 3-Uniform(PSF) U to 9'2"(Top) 12'ti" 15.0 - 20.0 25.0 Roof Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser exoressly disclaims any other warranties 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 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 Weyerhaeuser facilities are third-party certified to sustainable Vestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 1CC-ES under evaluation reports FSR-t153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.iveyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by FurteWEB Software Operator 13/4 x 17z LVL 2.OE : 1'I t SSg' i - a• (ALLOwtuut 'Erb M FR.• SPEcs.) i SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser 111 Plcrow_ 0 Cos8+ 1,x`sss7) C I28s8 it)-Si• > tSn62 .,P42- J. tokgy► ForteWEB Software Operator lob Notes• 12/4/2019 5:04:33 PM UTC Jasper Structural Design Associates ForteWEB v2.1,Engine:V7.3.2.309, Data:V7.2.0.2 (425)339-0293 jasperisdaeverettcom File Name:8855