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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 /> � MEMBER REPORT Basement,F/ush Beam Stainvell PASSED <br /> .IFORTE <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:4'6 1/2" <br /> ;��.,r. �. � x ,, <br /> � s � <br /> ��. � ,� �� <br /> + + <br /> 0 0 <br /> � <br /> � <br /> , <br /> � 4. <br /> � <br /> 0 0 <br /> All focations are measured from the outside face of left support(or leh cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> ------ — — ---__ <br /> i DeSI n Results Actual @ Location Aliowed Result LDF Load:Combination(PaKern) System:Floor <br /> I Member Reaction(Ibs) 427 @ 3 1/2" 1913(1.50") Passed(22%) — 1.0 D+ 1.0 L(All Spans) Member Type:Flush Beam <br /> I Shear(Ibs) 267 @ 1'3/4" 2498 Passed(11%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> �Moment(Ft-Ibs) 440 @ 2'4 1/4" 3431 Passed(13%) 1.00 1.0 D+1.0 L(All Spans) suilding Code:[sC <br /> I Live Load DeFl.(in) 0.002 @ 2'4 1/4" 0.103 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Deslgn Methodology:AS� <br /> Total Load DeFl.(in) 0.005 @ 2'4 1/4" 0.206 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> --- ---- — ------ <br /> •DeFlection criteria:LL(LJ480)and TL(LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 me[hodology. <br /> � ----------- -- ----------- - . <br /> '�, Bearing Loads to Supports(Ibs) <br /> Supports rotai Available Rey���ed �ead u.°�� Toai nccessor�es <br /> � 1-Hanger on 9 1/4"SPF beam 3.50" Hanger� 1.50" 297 188 485 See note' ''� <br /> 2-Stud wall-SPF 3.00" 3.00" 1.50" 278 175 453 Blociting ��� <br /> •Blociting Panels are assumed to�carry no loads applied directly above tliem and the full load is applied to the member being designed. <br /> •At hanger suppor[s,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •i See Connector grid below for additional information and/or requirements. <br /> ir— — -- -------... ._--- --------- -.._. <br /> -------- - ----------- ------..._ - - <br /> --------- ----------------- <br /> Connector:Sim son Stron -Tie Connectors <br /> '�,Support Model Seat Length Top Nails Face Nails Member Nails Accessories i <br /> '�1-Face Mount Hanger U210-2 2.00" N/A 14dOd x 1-1/2 6-lOd x 1-1/2 I <br /> ___.. . . . . .__. _._ .__..___..__--- ----.__. _..__.. . . ._ __.... . _ _. . __.._... <br /> �� Tributary Dead Floor Live ', <br /> 'Loads i.ocac�«, w�arn �0.90� �i.00� commenss <br /> I 1-Uniform�PSF) 0 to 4'6 1/2° 7 15.0 40A floor '� <br /> �'�,2-Uniform(PLP) 0 to 4'6 1/2" N/A 90.0 - wall <br /> �-------------------- — ---- ------------------------------------ -- /� <br /> ;Weyerhaeuser Notes [Zj)SUSTAINABLE FORESTRY MRIATNE <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.woodbp�y.coml Accessones(Rim Board,Bloclting Panels and Squash Blocks)are rrot designed by this software.Use of this soRware is not intended to <br /> circumvent the need for a design professional as determined by the authoriry having jurisdittion.The designer of record,builder or framer is responsible to <br /> �.assure fhat this calwlatlon is compatlble with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> ��.forestry standards. <br /> I The produd application,input design loads,dimensions and support informatlon have been provided by Forte Software Operator <br /> Forte Software Operaror Job Notes %/10i2014 10:12:22 APA <br /> - Forte v4.6,Design Engine:V6.1.1.5 <br /> �� Ryan Fritz Gonyea Homes <br /> �. Lymar�Lumber company Miller Residence 195 Kintyre Lane.4te <br /> � (952)470-4803 195 Kinryre Lane <br /> �, R� Fritz,^alvmanWmber.com Orono,MN 7/9/2014 P8g2 42 Of 43 <br />
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