1913 HOYT AVE WHOLE SITE 2022-05-23

0RTE MEMBER REPORT Upper Floor Framing, U-09 Window header PASSED 1 piece(s) 4 x 6 Douglas Fir-Larch No. 2 Overall Length:4'3" + + 4'3' 4. 4, 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual j Design Results Actual 0 Location Allowed Result LOF Load:Combination(Pattern) System:Wall Member Reaction(lbs) 1385 @ 4'3" 3281(1.50") Passed(42%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Header Shear(Ibs) 997 @ 3'8" 2310 Passed(43%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 1424 @ 2'1 9/16" 1720 Passed(83%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.038 @ 2'1 9/16" 0.142 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD LI Total Load Defl.(in) 0.060 @ 2'1 9/16" 0.213 Passed(L/847) -- 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 4'3"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'3"o/c unless detailed otherwise. •Applicable calculations are based on NDS. ' Bearing Loads to Supports(Ibs) I1 Supports - Total Available Required Dead Floor Snow Total Accessories Live 1-Trimmer-HF 1.50" 1.50" 1.50" 534 850 254 1638 None 2-Trimmer-I-IF 1.50" 1.50" 1.50" 535 850 253 1638 None Tributary Dead Floor Live Snow Loads Location(Side) Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 0 to 4'3" N/A 4.9 1-Uniform(PSF) 0 to 4'3" 10' 10.0 40.0 - Residential-Living Areas 2-Uniform(PSF) 0 to 1'1" 4'6" 11.2 - 25.0 Snow 3-Uniform(PSF) 3'1"to 4'3" 4'6" 11.2 - 25.0 Snow 4-Uniform(PLF) 1'1"to 3'1" N/A 70.0 - - Wail 5-Uniform(PLF) 0 to 1'1" N/A 110.0 - - Wall 6-Uniform(PLF) 3'1"to 4'3" N/A 110.0 - - Wall Linked from:R-06 7-Point(lb) 1'1" N/A 61 - 127 Window header, Support 1 Linked from:R-06 8-Point(lb) 3'1" N/A 61 - 127 Window header, Support 2 Member Notes II Dining room window Weyerhaeuser Notes; @SUSTAINABLE FORESTRY a mATlVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. @SUSTAINABLE 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 1/6/2017 10:24:05 AM t Forte v5.2.Design Engine:V6.6 0.14 DFamcll Duplex 147E r,sim:-ijnCF Duplex 14i0.4`e 3_C53^ ..S1,1,1:r..e9 rorr;