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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 Main Floor,Door Hdr Mudroom PASSED <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overail Length:3'1" <br /> _ .� �: <br /> + + <br /> o p <br /> � <br /> 2���„ e <br /> 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 /> DC51 n Results Actual @ Locallon Allowed ResuR LDP Load:CombinaUon(Pattern) � System:Wall <br /> Member Reaction(Ibs) 646 @ 0 1913(1.50") Passed(34%) -- 1.0 D+ 1.0 S(All Spans) MemberType:Header <br /> Shear(Ibs) 270 @ 10 3/4" 2872 Passed(9%) 1.15 1.0 D+ 1.0 S(All Spans) euilding Use:Residential <br /> Moment(Ft-Ibs) 498 @ 1'6 1/2" 3946 Passed(13%) 1.15 1.0 D+ 1.0 S(All Spans) euilding Code:IeC <br /> Live Load DeFl.(in) 0.001 @ 1'6 1/2" 0.103 Passed(l,/999+) -- 1.0 D+ 1.0 S(All Spans) Design Methodology:nSo <br /> Total Load DeFl.(in) 0.003 @ 1'6 1/2" 0.154 Passed(L/999+) - 1.0 D+ 1.0 S(All Spans) <br /> ---__ ___ _-- <br /> •DeFlection criteria:LL(U360)a�d TL(LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'1"o/c unless detailed othenvise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> __ ._---- --- --------- —___----- ------ <br /> Bearing Loads to Supports(Ibs) <br /> '��SUPPOI'CS 7ota1 Arailable Required Dead F�O°� Snow Total Accessories � <br /> live <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 457 62 189 708 None '' <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 457 62 189 708 None <br /> - -.. ..------------ — -._._. <br /> Tributary Dead Floor Live Snow <br /> Loads �ocaaa, w�dn, �0.90� �i.00) �i.is� car�r„eors <br /> �1-Uniform(PSF) 0 to 3'1" 1' 15.0 40.0 - Floor <br /> '2-Uniform(PLF) 0 to 3'1" N/A 200.0 - - wall � <br /> 3-Uniform(PSF) 0 to 3'1" 3'6" 21.2 - 35.0 roof <br /> - -..___ .___.----- --___— _.----- � <br /> Weyerhaeuser Notes (L�SUSTAINABLE fORESTRY INITIATIVE <br /> l <br /> Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser produd 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.woodb�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 calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> for�try standards. <br /> The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Sottware Operator ,1ob Notes 7/10/2014 10:12:20 AM <br /> Ryan Fnr conyea r+omes 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�alymanlumber.com Orono,MN 7/9/2014 P8g2 24 Of 43 <br />
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