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1913 HOYT AVE WHOLE SITE 2022-05-23
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1913 HOYT AVE WHOLE SITE 2022-05-23
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5/23/2022 7:57:47 AM
Creation date
5/4/2021 2:11:26 PM
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Address Document
Street Name
HOYT AVE
Street Number
1913
Tenant Name
WHOLE SITE
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1 F 0 R T E ' MEMBER REPORT Upper Floor Framing, U-13 Window header PASSED <br /> �` �J I� ! 2 piece(s) 2 x 6 Hem-Fir No. 2 <br /> Overall Length:3'3" <br /> • <br /> X 3'3" , <br /> Ail locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 1467 @ 3'3" 1823(1.50') Passed(80%) -- 1.0 D+1.0 S(All Spans) MemberType:Header <br /> Shear(Ibs) 956 @ 2'8" 1898 Passed(50%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 854 @ 2'6" 1602 Passed(53%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.019 @ 1'7 7/8" 0.108 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.031 @ 1'7 7/8" 0.162 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/360)and IL(U240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 3'3"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3'3"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> 7 Bearing Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Fl r Snow Total Accessories <br /> . Live <br /> 1-Trimmer-HF 1.50" 1.50" 1.50" 515 65 913 1493 None <br /> 2-Trimmer-HF 1.50" 1.50" 1.50" 563 65 903 1531 None <br /> ! Tributary Dead Floor Live Snow <br /> 1 Loads Location(Side) Width (0.90) (1.00) (1.15) Comments - <br /> 0-Self Weight(PLF) 0 to 3'3" N/A 4.2 <br /> 1-Uniform(PSF) 0 to 3'3" 1' 10.0 40.0 Residential-Living <br /> Areas <br /> 2-Uniform(PSF) 0 to 6" 20'9" 11.2 - 25.0 Snow <br /> 3-Uniform(PLF) 6"to 2'6" N/A 64.0 - - Wall <br /> 4-Uniform(PSF) 2'6"to 3'3" 20'9" 11.2 - 25.0 Snow <br /> 5-Uniform(PLF) 2'6"to 3'3" N/A 110.0 - - Wall <br /> Linked from:R-05 <br /> 6-Point(lb) 6" N/A 266 - 584 Window header, <br /> Support 1 <br /> Linked from:R-05 <br /> 7-Point(lb) 2'6" N/A 266 - 584 Window header, <br /> Support 2 <br /> Member Notes . <br /> Front window header <br /> Weyerhaeuser Notes 0 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (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 <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 116/2017 10:24:05 AM <br /> c<;;.: n-n E:ii Duplex 1470 Forte v5.2.Design Engine:V6.6.0.14 <br /> - Duplex 147 0.4;e <br /> Page . <br />
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