1913 HOYT AVE WHOLE SITE 2022-05-23

MEMBER REPORT Main Floor Framin M-05 Center beam PASSED 1 piece(s) 8 3/4" x 16 1/2" 24F-V4 DF Glulam Overall Length:14'6" 14 6" 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 Location ..Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 13949 @ 14'1/2" 13949(2.45") Passed(100%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 11151 @ 12'8" 25506 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 47804 @ 7'2 1/4" 76088 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Dell.(in) 0.216 @ 7'2 1/4" 0.457 Passed(L/763) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.274 @ 7'2 1/4" 0.685 Passed(L/600) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(11240). •Top Edge Bracing(Lu):Top compression edge must be braced at 14'1"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'1"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 0.96 that was calculated using length L=13'8 1/2". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NOS. r Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Floor Total Accessories Live 1-Column Cap-steel 5.50" 5.50" 2.57" 3127 11500 14627 Blocking 2-Hanger on 16 1/2"GLB beam 5.50" Hangers 2.45" 3166 11700 14866 See note s •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • s See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails I Face Nails Member Nails Accessories 2-Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Live i Loads Location(Side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 14'1/2" N/A 35.1 1-Uniform(PSF) 0 to 14'6"(Top) 20' 10.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 14'6"(Top) 20' 10.0 40.0 Residential-Living Areas Member Notes 1 Covered parking center beam Weyerhaeuser Notes 0)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 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_CodPRepats.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 1/6/2017 10:24:05 AM tar:,eR Duplex 147c Forte v5.2.Design Engine:V6.6.0.14 Duplex 1470.4te