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1997-008842 - new residence
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2525 Thoroughbred Lane - 04-117-23-11-0020
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1997-008842 - new residence
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Last modified
8/22/2023 5:06:23 PM
Creation date
4/22/2019 2:10:43 PM
Metadata
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Template:
x Address Old
House Number
2525
Street Name
Thoroughbred
Street Type
Lane
Address
2525 Thoroughbred La
Document Type
Permits/Inspections
PIN
0411723110020
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( J — B un M Page 2 of 2 <br /> v4.42 215003064 Iill N BEAMC <br /> DFP PLANNING AND DESIGN <br /> 4797 HYY 10 NE ARDEN BILLS, MN 55112 USA Phone: 636-6889 <br /> BEAN G <br /> 2 Pes of 1 . 75" x 14" Parallam ` R ' ES PSL 2 . 0E <br /> 14'- 6.00' -- <br /> ------------------------------------------ S 2 E A N A i. Y S I S - A S D --------.--------------------------------- <br /> I <br /> This analysis for TJM products only ! Subs 1. itut, ion voids this analysis . <br /> IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacHillan(TJM). TJM warrants <br /> the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code <br /> accepted design values. The specific product application, input design loads, and stated dimensions have b�.-n provided <br /> by the software user. This output has not been reviewed by a TJM Associate. <br /> Environment Consideration: CCA-SL 2 (19%(MC(28%); ABOVE GROUND EXPOSURE (TREATED). 28% MAXIMUM NC <br /> Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by <br /> TJM. Yolmanized"' CCA Parallam"' material bearing the Timber Products Inspection. Inc. quality mark is <br /> warranted under joint agreements by TJM and Hickson Corporation. <br /> e maximum unbraced length(s) shown are bast.d on the control Ii;) .ompressive forces ,n tither the top or bo! on edges <br /> ( the member. Latera. bracing needs to be rroper),v attached a;.d Positioned to achieve ;[ability. <br /> Note: See Residential Products Reference G,iide for multiple ply coiinect.ion. <br /> Maximum Design Allowable Control <br /> Shear(lb) 4189 3515 ( 5779 164% RT. end Span I under Floor loading <br /> Moment(ft-Ib) 15184 15184 ( 19556 129% MID Span I under Floor loading <br /> Live Defl.(in) 0.281 ( 0.483 L/618 KID Span I under Floor loading <br /> Total Defl.(in) 0.605 ( 0.725 L/287 MID Span I under Floor loadin <br /> Span I <br /> Max. Reaction Total(lb; 4189 4189 <br /> Live(lb) 2320 2320 <br /> Required Brg. Lengthkii) 4.53(Y) 4.53(V) <br /> Max. Unbraced Length(in) 32 <br /> II <br /> I <br /> i <br /> Copyright '° 1995 by Trus Joist MacMillan, a limited partnership, Boise; Idaho. <br /> Parallan"' is a registered trademark of Trus Joist MacMillan. <br /> 5e.amr1 is a trademark of Trus Joist MacMi ian. <br /> 'uimanized"' is a re;:>[ered trademark of Ce Ilicksgn Corporation. � <br />
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