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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 O�ce PASSED <br /> :IFORTE � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:6'6" <br /> + . + <br /> a o <br /> s� <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> , _________ -- ----_--- — <br /> ',Desi n Results Attual @ Location Allowed Result LDF Load:Combination(Pattern) ! System:Wall <br /> Member Reaction(Ibs) 1000 @ 1 1/2" 3825(3.00") Passed(26%) -- 1.0 D+1.0 S(All Spans) ' Member Type:Header <br /> Shear Qbs) 686 @ 1'1/4" 2872 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 1502 @ 3'3" 3946 Passed(38%) 1.15 1.0 D+1.0 S(All Spans) � Building Code:IBC <br /> Live Load Defl.(in) 0.011 @ 3'3" 0.208 Passed(L,/999+) -- 1.0 D+1.0 S(All Spans) � Design Memodology:aSo <br /> Total Load Defl.(in) 0.038 @ 3'3" 0.313 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) _ _� <br /> •Deflection«iteria:LL(L/360)and TL(Uz40).� � <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"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 /> � -------- ------- -� <br /> �. Bearing Loads to Supporks(Ibs) <br /> �'�.$UPp01't5 Total Available Required Dead Snow Total Accessories <br /> '�� 1-Trimmer-SPF 3.00" 3.00" 1.50" 715 284 999 Nane <br /> II 2-Trimmer-SPF 3.00" 3.00" 1.50" 715 284 999 None <br /> ._--- -- -.. <br /> Tributary Dead Snow <br /> Loads �.ocat�oo widm �0.90) (i.is) com�r�e�cs <br /> 1-Uniform(PSF) 0 to 6'6" 2'6" 21.2 35.0 raof '� <br /> 2-Uniform(PLF) 0 to 6'6" N/A 160.0 - gable ' <br /> _..._ ..._. __.... /� <br /> I We�/el'I102U52f NOtE!S [Z�SUSTAINA&E FORESTRY INITIATNE <br /> l <br /> Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser produd design criteria and published design values. <br /> Weyerhaeuser expressly dixlaims any other warrantles related to the wftware.Refer to current Weyerhaeuser literature for installatlon details. <br /> �'(www woodbyyyy,coml Accessori�(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not irtended to <br /> circumvent the need for a design professional as determined by the authority having junsdiction.The designer of record,builder or framer is respon;ible to <br /> assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certifed to sustaiiiable <br /> forestry standards. <br /> ���The produd applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software operator ,1ob Notes 7/10/2014 10:12:19 AM <br /> ' Rya�F�az Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> , Lyman wmber coinpany Milier Residence 195 Kintyre Lane.4te <br /> '; (952j 470-4803 195 Kintyre Lane <br /> ! Ryan Fritz@lymanlumber.com Orono.MN 7/9/2014 Page 5 of 43 <br />
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