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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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, , <br /> '%�C O � � C ` MEMBER REPORT Main Floor,Drop Beam Screen Porch rear PASSED <br /> r G <br /> 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overail Length: 12'6" <br /> - - �' - ��« "�' ..�b.�� <br /> � � <br /> � <br /> + + <br /> 0 0 <br /> �' �z�6^ <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 /> '�. e81 n Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) ' System:Floor <br /> Member Reaction Qbs) 1116 @ 4" 13956(5.50") Passed(8%) -- 1.0 D+lA 5(All Spans) Member Type:Drop Beam <br /> Shear(Ibs) 893 @ 1'3" 7902 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 3125 @ 6'3" 11985 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) Building Code:1eC <br /> I Live Load Defl.(in) 0.106 @ 6'3" 0.394 Passed(L/999+) — 1.0 D+ 1.0 5(All Spans) Design Methodology:ASD <br /> j Total Load Defl.(in)_ 0.217 @ 6'3" 0.592 Passed(L/654) -= 1.0 D+ 1.0 S(All Spans) __ <br /> •DeFlection criteria:LL(U360)and TL(4z40). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'6"o/c unless detailed othenvise.Proper attachment and positloning of lateral <br /> bracing is required to achieve member stability. <br /> '� Bearing Loads to Suppats(Ibs) � <br /> Supports Total Availa6le Required Dead Snow Total Accessories <br /> ��1-Column-SPF 5.50" 5.50" 1.50" 569 547 1116 None <br /> �2-Column-SPF 5.50" 5.50" L50" 'i 569 547 1116 None <br /> _ .----..._- --�----. _ ..------- <br /> �� Tri6umry Dead Snow I <br /> ���.LOadS Lotation Width (0.90) (1.15) Comments ' <br /> 1-Uniform(PSF) 0 to 1Z 6" 2'6" � 16.2 35A roof <br /> ,2-Uniform(PLF) 0 to 12'6" N/A 40.0 - gable <br /> I WeYB�IId@US@f NOt85 �2�$USTAINABIE FORESiRV INRIATNE <br /> l <br /> Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbyyyy.coml Accessories(Rim Board,Blocldng Panels and Squash Blxks)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 /> Iassure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> I The produd application,input design loads,dimensions and support information have been provided by Forte SoRware Operator <br /> � Forte Software Operator .lob Notes 7/10/2014 10:12:20 AM <br /> Rya�Frnz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> � Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> I (952)470-0803 195 Klntyre Lane <br /> �I �an Fritz�^alvmanlumber.com Orono MN 7/9/20�4 i P8g8 17 Of 43 <br />
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