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4751 Tonkaview Court - 07-117-23-32-0012
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Re: foundation wall
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Last modified
8/22/2023 5:34:59 PM
Creation date
5/3/2019 1:10:32 PM
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x Address Old
House Number
4751
Street Name
Tonkaview
Street Type
Court
Address
4751 Tonkaview Ct
Document Type
Correspondence
PIN
0711723320012
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0 R T E MEMBER REPORT Level, Wall:Header@ REAR 6'WINDOWS PASSED <br /> 2 piece(s) 2 x 6 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:6'4" <br /> wo <br /> " �. <br /> 6'1" <br /> All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual 0 Location Allowed Result LOF toad-Corribbration(per) System:Wall <br /> Member Reaction(lbs) 672 @ 0 1913(1.50") Passed(35%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(lbs) 548 @ 7" 1708 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residential <br /> Moment(Ft-lbs) 1064 @ 3'2" 1649 Passed(65%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.087 @ 3'2" 0.211 Passed(L/873) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.132 @ 3'2" 0.313 Passed(L/576) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(5/16"). <br /> •Top Edge Bracing(W):Top compression edge must be braced at 6'4"o/c unless detailed otherwise. <br /> Bottom Edge Bracing(W):Bottom compression edge must be braced at 6'4"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Beer" Loads to Supports(lbs) <br /> Supports Total Available Regnired Dead Snow I Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 229 443 672 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 229 443 F 672 None <br /> Tributary Dead Smarr <br /> Loads Location(Side) Width (0.90) (1.15) C,ommards <br /> 0-Self Weight(PLF) 0 to 6'4" N/A 4.2 <br /> 1-Uniform(PSF) 0 to 6'4" 4' 17.0 35.0 ROOF <br /> Weyerhaeuser Notes T SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria arca published design values. YYY <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design <br /> professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is <br /> compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES <br /> under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, <br /> Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woociproducts/document-library. <br /> The product application,input design bads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 2/10/2018 4:52:53 PM <br /> ---— - <br /> .crn -- -- Forte v5.3,Design Engine:V7.0,0.5 <br /> Ni�tr�i;En <br /> Dltfin Design <br /> NEWJob.4te <br /> 224-?84C <br /> mldtLnL�hc�mla!Lcorr � <br /> Page 5 of 5 <br />
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