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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
Metadata
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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, SR Arch Hdr PASSED <br /> u�F O R T E � 2 p�ece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:3'3" <br /> �, � ,�; _ <br /> + + <br /> 0 0 <br /> e <br /> 3� � <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 /> I De51 n Results Actual @ Location Allowed Result LDF Load:CombinaUon(Pattern) i System:Wall <br /> I Member Readion(Ibs) 1888 @ 0 1913(1.50") Passed(99%) -- 1.0 D+ lA L(All Spans) Member Type:Header <br /> I Shear Qbs) 847 @ 10 3/4" 2498 Passed(34%) 1.00 1.0 D+ lA L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 1534 @ 1'7 1/2" 3431 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) suilding Code:isC <br /> Live Load Defl.(in) 0.008 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:n5D <br /> Total Load Defl.(in) 0.011 @ 1'7 1/2" 0.162 Passed(LJ999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(LJ360)and TL(U240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed otherwise.Proper attachment and positloning of late2l <br /> b2cing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> Bearing Loads to SupporLs(Ibs) <br /> ��i$l1PPOI't5 Total Available Required Dead F�1.re� Tolal Accessories � <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 523 1365 i88S None � <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 523 1365 1888 None �i <br /> ' Tributarv Dead Floor Live � <br /> ',Loads �oca�a, w�da, �0.90� (i.00� comments � <br /> '1-Uniform(PSF) 0 to 3'3" 21' 15.0 40A Floor j <br /> --.._____-_._._---------------- /� <br /> j Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATNE <br /> l <br /> j Weyerhaeuser warrantr that the sizing of itr productr will be in aaordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly dixlaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installatlon details. <br /> (www.woodh�yy.c�ml Accessories(Rim Board,Blaldng 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 /> I assure that this calculation is mmpatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> ' Forte Software Operator Job Notes 7/10l2014 10:12:21 AM <br /> ; Ryan Fr��z �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 /> ' Ryan Fritz�^Iymanlumber.com Orono.MN 7I9/2014 P3g0 35 Of 43 <br />
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