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2014-00771 - detached single family
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195 Kintyre Lane - 32-118-23-43-0015
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2014-00771 - detached single family
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Last modified
8/22/2023 4:41:47 PM
Creation date
4/12/2017 2:26:31 PM
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x Address Old
House Number
195
Street Name
Kintyre
Street Type
Lane
Address
195 Kintyre Lane
Document Type
Permits/Inspections
PIN
3211823430015
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% MEMBER REPORT Main Floor, Wdw Hdr Gara e front PASSED <br /> .IFORTE � g <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:2'3" <br /> y. :�r .,a__ y.�. <br /> � . �. _ ...�,. .,�� r"*z�.: e ,�s�"��. . <br /> + + <br /> O O <br /> � 2, � <br /> � � <br /> All loca[ions are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> __ - - — - — - <br /> -__-- <br /> Desi n Results Actual @ Location Allowed Result LDF Load:Combination(Pattem) System:Wall <br /> Member Readion Qbs) 1105 @ 0 1913(1.50") Passed(58%) - 1.0 D+ 1.0 5(All Spans) Member Type:Header <br /> Shear Qbs) 225 @ 10 3/4" 2872 Passed(8%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 621 @ 1'1 1/2" 3946 Passed(16%) 1.15 1.0 D+1.0 5(All Spans) I Building Code:iBC <br /> Live Load DefL(in) 0.001 @ 1'1 1/2" 0.075 Passed(LJ999+) -- 1.0 D+1.0 S(All Spans) 'i Design Methodo�ogy:ASD <br /> Total Load Defl.(in) 0.002 @ 1'1 1/2" 0.112 Passed(LJ999+) -- 1.0 D+1.0 5(All Spans) <br /> •DeFlection criteria:LL(U360)and TL(Uz40). <br /> •Bracing(Lu):All compre5sion edges(top and bottom)must be braced at 2'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stabiliry. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> Bearing Loads to Supportr(Ibs) <br /> '�$UppOPtS Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 337 768 1105 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 337 768 1105 None <br /> �'. Tribupry Dead Snow , <br /> '�.LOBdS Location Width (0.90) (1.15) Comments �'� <br /> 1-Uniform(PSF) 0 to 2'3" 19'6" 15.0 35.0 roof <br /> Weyefiaeuser Notes (1�SUSTAiP41BLE f-0RESTRY INRIAiNE <br /> l <br /> Weyerhaeuser wartantr 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 warrantles related to the software.Refer to current Weyerhaeuser literature for installatlon details. <br /> (www.woodbp,yy.coml Acceswries(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware 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. <br /> The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> I Forte Software Operaror dob Notes 7/10l2014 10:12:20 AM <br /> !, Rya�Fr�tz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> '! Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> � (952)470-4803 195 Kinryre Lane <br /> � Rvan Fritz Ivmanlumber.com Orono,MN 7/9/2014 Page 22 of 43 <br /> � .._... ... . ... . .... . ...._ ._. _.. ..... ____ ..... ....... ..... <br />
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