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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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Last modified
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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MEMBER REPORT Roof Framing, R-06 Window header PASSED <br /> 2 piece(s) 2 x 6 Hem-Fir No. 2 <br /> Overall Length:2'3" <br /> 0 0 <br /> X 2'3" <br /> Ei <br /> Al!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 it Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 188©0 1823(1.50") Passed(10%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> !Shear(Ibs) 90 @ 7" 1898 Passed(5%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> I Moment(Ft-Ibs) 106 @ 1'1 1/2" 1602 Passed(7%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.001 @ 1'1 1/2" 0.075 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.002 @ 1'1 1/2" 0.112 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 2'3"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 2'3"o/c unless detailed otherwise. <br /> • Applicable calculations are based on NDS. <br /> r Bearing Loads to Supports(Be) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-HF 1.50" 1.50" 1.50" 61 127 188 None <br /> 2-Trimmer-HF 1.50" 1.50" 1.50" 61 127 188 None <br /> Tributary Dead Snow I <br /> 1 Loads Location(Side) Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 2'3" N/A 4.2 <br /> 1-Uniform(PSF) 0 to 2'3" 4'6" 11.2 25.0 Snow <br /> Member Notes 1 <br /> Master closet window header <br /> Weyerhaeuser Notes ``)SUSTAINAELE 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 /> IThe product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 1/6/201 7 10:24:05 AM <br /> • Perreli Duplex 147G Forte v5.2.Design Engine:Vf6.6.0.14 <br /> • Lines Duplex 1470.4tte <br /> Page <br />
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