1913 HOYT AVE WHOLE SITE 2022-05-23

MEMBER REPORT Front Stair,P-04 Door headeer PASSED q 2 piece(s) 2 x 6 Hem-Fir No. 2 Overall Length:2'11" o _ _ _ _ Kg ._ _.,. .y_ ...- _.. 0 2'11" X E El 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 LOF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 1022 @ 0 1823(1.50") Passed(56%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 573 @ 7" 1898 Passed(30%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 429 @ 1'2 1/8" 1393 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.008 @ 1'4 3/4" 0.097 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defi.(in) 0.013 @ 1'4 11/16" 0.146 Passed(L/999+) - 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/360)and TL(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 2'11"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 2'11"o/c unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Loads to Supports(Ibs) 1 $UppOFtS Total Available Required Dead Floor Snow Total Accessories Live 1-Trimmer-HF 1.50" 1.50" 1.50" 476 397 331 1204 None 12-Trimmer-HF 1.50" 1.50" 1.50" 159 335 60 554 None i 1 Tributary Dead Floor Live Snow 1 Loads Location(Side) Width (0.90) (1.00) (1.15) Com,,,e,rt., 0-Self Weight(PLF) 0 to 2'11" N/A 4.2 Residential-Living 1 1-Uniform(PSF) 0 to 6" 2' 10.0 40.0 Areas-two Floors 2-Uniform(PLF) 0 to 6" N/A 200.0 - - Wall-two levels 3-Uniform(PSF) 0 to 6" 4'6" 11.2 - 25.0 Snow 1 4-Uniform(PSF) 0 to 6" 2' 10.0 - 25.0 Snow-porch cover 5-Uniform(PLF) 6"to 2'11" N/A 10.0 40.0 - Residential-living 6-Uniform(PLF) 6"to 2'11" N/A 20.0 - - Wall 7-Uniform(PSF) 0 to 2'11" 3' 10.0 60.0 - Residential-deck Linked from:U-11 8-Point(lb) 6" N/A 318 70 310 Door header, Support 1 Member Notes Outer garage man doors /� 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 Rends 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 ASiM 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 1/6.12017 10:24:05 AM Forte v5.2,Design Engine:V6.6.0.14 Do;-,Farrell Duplex 1470 Dr Duplex 1470.4`e ...i lcsicniir -------------- - - ------ Page .