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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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%�F O R T E � MEMBER REPORT Second Floor, Wdw Hdr Bed#k3 PASSED <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:6'6" <br /> ; ,. � <br /> ,..�,� .�... � �. <br /> ;:v �_- r- rz� �� <br /> + + <br /> 0 0 <br /> t �� 3' 3' <br /> � 0 0 <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 Actual @ Lxation auowea Result LOF Load:Combination(Pattem) syscem:wan <br /> Member Reaction(Ibs) 4610 @ 3'3" 5738(3.00") Passed(80%) -- 1.0 D+1.0 S(Ail Spans) Member Type:Header <br /> Shear(Ibs) 1288 @ 4'1 3/4" 4308 Passed(30%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residentlal <br /> Moment(Ft-Ibs) -1498 @ 3'3" 5919 Passed(25%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IeC <br /> Live Load DeFl.(in) 0.002 @ 4'11 7/8" 0.108 Passed(L,/999+) -- 1.0 D+1.0 S(Alt Spans) oesign Methodology:a5D <br /> Total Load DeFl.(in) 0.003 @ 5'3/16" 0.162 Passed(L/999+) -- 1.0 D+1.0 5(Alt Spans) <br /> •DeFlection criteria: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 late2l <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> �� Beanng Loads to Supports(Ibs) <br /> I$UPpOIiS Total Available Required Dead Snow Total Accessories <br /> I 1-Trimmer-SPF 1.50" 1.50'� 1.50° 530 924 1454 None <br /> I 2-Trimmer-SPP 3.00" 3.00" 2.41" 1766 2844 4610 Nane <br /> 3-Trimmer-SPF 1.50" 1.50" 1.50" 530 . 924 _ 1454 None , <br /> � Tributary Dead Snow <br /> I Loads wcadon w�am (0.90) (i.is) comments <br /> 1-Uniform(PSF) 0 to 6'6" 20' 21.2 35.0 roof � <br /> i Weyerhaeu5er NOtes �wsrar�aeie Foaesrav iNirwnve <br /> ���.Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser produc[design criteria and published design values. <br /> Weyerhaeuser eupressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installation details. <br /> '�(www,woodbr,yy.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by tfiis software.Use of this software is not intended to <br /> �circumvent the need for a design professional as determined by the authority having junsdiction.The designer of record,builder or framer is responsible to <br /> iassure that this calculatlon is compatible with the overall project.Productr manufactured a[Weyerhaeuser facilities are third-party certifed to sustainaWe <br /> �foreshy s[andards. <br /> The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> ' Forte Software Operetor .lob Notes 7/10/2014 10:12:19 AM <br /> ; Ryan FncZ �onyea 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 /> R� F�tz@wmaniumber.com Orono,MN iisizoia Page 8 of 43 <br /> I __ __ _ _ _ __ _ <br />
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