1913 HOYT AVE WHOLE SITE 2022-05-23

1 F/"► R T NEMBER REPORT Main Floor Framing,M-03 Microllam at stair PASSED V 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL® 16" OC Overall Length:20' 4 5 r If 11 '' X 7 10" 'r 12 2" X 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual I Design Results : Actual 6 Location Allowed Result LDF Loath Combination(Pattern)r; System:Floor Member Reaction(Ibs) 1555 @ 7'10" 3828(3.50") Passed(41%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 979 @ 6'8 3/8" 3948 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) -1266 @ 7'10" 9281 Passed(14%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.033 @ 14'1 5/8" 0.393 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD I Total Load Defl.(in) 0.038 @ 14'2 15/16" 0.590 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) T3-Pro'"Rating 63 40 Passed -- -- • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 19'10"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 19'10"o/c unless detailed otherwise. •A 4%increase in the moment capacity has been added to account for repetitive member usage. •A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge"Panel(24"Span Rating)that is glued and nailed down. • Additional considerations for the Ti-Pro"Rating include:None Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Floor Total Accessories Live 1-Plate on concrete-HF 3.50" 2.25" 1.50" 64 313/-68 377/-68 1 1/4"Rim Board 2-Beam-DF 3.50" 3.50" 1.50" 322 1233 1555 Blocking 3-Plate on concrete-HF 5.50" 4.25" 1.50" 62 287/-32 349/-32 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. • 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 Loads Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 20' 16" 10.0 40.0 Residential living Areas 12-Point(lb) 4'7 3/4" N/A 51 168 Linked from:M-02 Header,Support 1 3-Point(lb) 6'5 3/4" N/A 130 487 Linked from:M-01 Header,Support 1 Member Notes N'icrollam at stair Weyerhaeuser Notes (1)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 1 16/2017 10:24:05 AM Forte v5.2.Design Engine:V16.6 0.14 Duple)( 147 .4%e Page 25 ,