1913 HOYT AVE WHOLE SITE 2022-05-23

MEMBER REPORT Front Stair,P-01 Stair landing PASSED T 2 piece(s) 2 x 6 Hem-Fir No. 2 Overall Length:5'4" ,.d .tAkIrsis,m 11z. 5'4" I, 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual tb Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 801 @ 1 3/4" 1823(1.50") Passed(44%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 649 @ 7 1/4" 1650 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 966 @ 2'6 11/16" 1393 Passed(69%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.068 @ 2'7 5/8" 0.168 Passed(L/889) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.081 @ 2'7 11/16" 0.252 Passed(L/751) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 5'1"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5'1"o/c unless detailed otherwise. • Applicable calculations are based on NDS. Bearing Loads to Supports(Its) Supports Total Available Required Dead Floor Total Accessories lye 1-Hanger on 5 1/2"HF beam 1.75" Hangers 1.50" 130 719 849 See note 1 2-Hanger on 5 1/2"HF beam 1.75" Hangers 1.50" 95 506 601 See note 1 •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger Connector not found N/A N/A N/A N/A 2-Face Mount Hanger LUS26-2 2.00" N/A 4-10d common 416d common used in double shear Tributary Dead Floor Live Loads Location(Side) Width (0.90) ; (1.00) Comments 0-Self Weight(PLF) 1 3/4"to 5'2 1/4" N/A 4.2 0 to 3'9 1/2" 1-Uniform(PSF) (Front) 4'8 1/4" 10.0 60.0 Residential-deck 2-Uniform(PSF) 3 9 (Front)5 4" 2 10.0 60.0 Residential-deck Member Notes Joists at front stair landing 1,Weyerhaeuser Notes @ 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_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 1/612017 10:24:05 AM u,a3r;°ernel's Duplex 1470 Forte v5.2.Design Engine:V6.6.0.14 - 3C.;-0521 Duplex 14 0.1 e ;42v<1e,igi'i.es':or - I Page 3? .-