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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 Second Floor, Wdw Hdr Mas Bed front PASSED <br /> .IFORTE � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overail Length:2'3" <br /> �rt. <br /> f_ - _ r , .-�� �,� <br /> + + <br /> 0 0 <br /> § 2, � <br /> � � <br /> All locations are measured from the outside face of leR support(or left cantilever end).All dimensions are horizontal,;Drawing is Conceptual <br /> __.... ___— — —-_ ._---- --- _ <br /> Desi n Results aca,a���xat�on auowea Res�it ��F Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 627 @ 0 1913(1.50") Passed(33%) -- 1.0 D+1.0 S(All Spans) MemberType:Header <br /> Shear(Ibs) 128 @ 10 3/4" 2872 Passed(4%) 1.15 1.0 D+1.0 S(All Spans) suiiding Use:Residenbal <br /> j Moment(Ft-Ibs) 352 @ 1'1 1/2" 3946 Passed(9%) 1.15 1.0 D+1.0 S(All Spans) I euilding Code:taC <br /> I Live Load Defl.(in) 0.001 @ 1'1 1/2" 0.075 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) oesign htethodology:ASD <br /> Total Load Defl.(in) 0.001 @ 1'1 1/2" 0.112 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> •DeFlection criteria:LL(LJ360)and TL(LJ240). <br /> •Bracing(Lu):All compression 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 stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> _.....- - - -------- ._ ..._._.____— <br /> Bearing Loads Lo Supports Qbs) —i <br /> �$UPPOI't5 Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 194 433 627 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 194 433 627 None <br /> Tributary Dead Snow <br /> !Loads i.owt;on widm �0.90) (i.is) comments <br /> 1-Unlform(PSF) 0 to 2'3" 11' 15.0 35.0 floor <br /> Weyerhaeuser Notes (Z�$USTAINABLE FORESTRY INfT1ATNE <br /> l <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 installaUon details. <br /> (www.woodnvwv.coml Acceswries(Rim Board,Bloclting Panels and Squash Blaks)are not designed by this soRware.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 compatlble with the overall project.Productr manufactured at Weyerhaeuser facilRies are third-party certified to sustainable <br /> forestry sYandards. <br /> ��I The product applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator ,lob Notes 7/10/2014 10:12:19 AM <br /> Ryan Fritz 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 Kintyre Lane <br /> Rvan Fntz�^alvmanlumbercom Orono.MN 7/9/2014 Page 12 of 43 <br />
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