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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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j� MEMBER REPORT Main Floor, Wdw HdrLanding front PASSED <br /> ;/I F O R T E 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:2'3" <br /> + j + <br /> 0 0 <br /> � 2, � <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 /> �D251 n Results AcWal @ Location Allowed Result LDF Load:Combination(Pattem) System:Wall <br /> Member Reaction(Ibs) 1576 @ 0 1913(1.50") Passed(82%) 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear Qbs) 20 @ 10 3/4" 2248 Passed(1%) 0.90 1.0 D(All Spans) Building Use:ResidenUal <br /> Moment(Ft-Ibs) 55 @ 1'1 1/2" 3088 Passed(2%) 0.90 1.0 D(All Spans) Building Code:IaC <br /> Live Load Defl.(in) 0.000 @ 0 0.075 Passed -- 1.0 D(All Spans) �esi9n Methodology:ASD <br /> 2L 999+ <br /> Total Load DeFl.(in) 0.000 @ 1'1 1/2" 0.112 Passed(L/999+) -- 1.0 D(AIl Spans) <br /> •DeFlection criteria:LL(l/360)and TL(L/240). <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 cakulations are based on NDS 2005 methodology. <br /> . Bearing Loads to Supports(Ibs) � <br /> ISupports rorai Available Rey��rea oead snow roai nccessor�� <br /> 1-Trimmer-SPF 1.50" L50" 1.50" 662 914 1576 None <br /> �2-Trimmer-SPF 1.50" 1.50" 1.50" 98 - 98 None <br /> Tributary Dead Snow <br /> �Loads �ocac�on w�arn �0.90� �i.is� comments <br /> 1-Uniform(PLFj 0 to 2'3" N/A 80.0 - wall <br /> Linked from:Wdw <br /> �I 2-Point pb) 0 N/A 564 914 Hdr Landing front, ' <br /> 1 <br /> I W@YQCI1dEU5EC NOYeS (I�SUSTAINABLE FORESTRY INITIATNE <br /> l <br /> I Weyerhaeuser warrants that the sizing of its products will be in aaordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser eupressly disclaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbr,yy.coml Accessories(Rim Board,Blocldng 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 jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculatlon is compatlble with the overall project Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> IThe produd application,input design loads,dimensions and support informaGon have been provided by Forte Software Operator <br /> Forte Software Opereror Job Notes 7/10/2014 10:1221 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�SD3 195 Kintyre Lane <br /> � Ryan Fntzal manlumber.com Orono,MN 7/9/2014 Page 32 of 43 <br /> �I. ..... ..... _..... . .... . .._.. ._.. __.. ...._ ___ _... <br />
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