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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 Stairwell left(x3) PASSED <br /> �1 F 0 R T E � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:2'9" <br /> + + <br /> 0 0 <br /> 2�6" � <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Orawing is Conceptual <br /> ___— ----- --.------ <br /> '�.D251 n Results Actual @ Location �� Allowed Resuft LDF Load:Combination(Pattem) System:Wall <br /> Member Readion Qbs) 478 @ 0 1913(1.50") Passed(25%) -- 1.0 D+1.0 5(All Spans) Member Type:Header <br /> Shear(Ibs) 167 @ 10 3/4" 2872 Passed(6%) 1.15 1.0 D+1.0 S(All Spans) euilding Use:Residential <br /> i Moment(Ft-Ibs) 329 @ 1'4 1/2" 3946 Passed(8%) 1.15 1.0 D+1.0 5(All Spans) I Buiiding Code:[BC <br /> Live Load DeFl.(in) 0.000 @ 1'4 1/2" 0.092 Passed(LJ999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:n5o <br /> Total Load DeFl.(in) 0.002 @ 1'4 1/2" 0.138 Passed(U999+) -- 1.0 D+1.0 5(All Spans) I <br /> •DeFlection criteria:LL(L,/360)and TL(LJ240). <br /> •Bracing(Lu):All compression edg�(top and bottom)must be braced at 2'9"o/c unless detailed othervvise.Proper attachment and positioning of late2l <br /> bracing is required to achieve member stability. <br /> •Applicable calculadons are based on NDS 2005 methodology. <br /> � Bearing Loads to Supports(Ibs) �'�.. <br /> Supports rorai Available Reyuirea oeaa snow Torai accesso�ies ' <br /> 1-Trimmer-SPF 1.50" 1.50" L50" 358 120 478 None ' <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 358 120 478 None <br /> ._._ ._._ . _..— <br /> TribuTary Dead Snow <br /> !Loads �.ocaaon w�dm (0.90� (i.is� commencs <br /> '�.1-Uniform(PSF) 0 to 2'9" 2'6" 21.2 35A roof <br /> 2-Uniform(PLF) 0 to 2'9" N/A 200.0 - wall <br /> __ -----_.._..._.--- /� <br /> '�I WQyQ�FideU58f NOt85 (Z�SUSTAINABLE fORESTRY MRIATNE <br /> l <br /> �Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser produd design criteria and published design values. <br /> Weyerhaeuser ecpressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbpyy.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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 /> �.assure that this calculatlon is compaGble with the overall project.Products manufactured at Weyerhaeuser facilRies 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 /> Forte Software operator .lob Notes 7/10/2014 10:12:19 AM <br /> Ryan Fritz Gonyea Homes <br /> 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 /> Ryan Fritz^lymanlumber.com Orono,MN 7l9/20�4 P3g@ 11 Of 43 <br />
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