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2005-P09102 - new structure
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4445 North Shore Drive - 07-117-23-31-0001
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2005-P09102 - new structure
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Last modified
8/22/2023 5:33:43 PM
Creation date
1/24/2018 11:20:36 AM
Metadata
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Template:
x Address Old
House Number
4445
Street Name
North Shore
Street Type
Drive
Address
4445 North Shore Dr
Document Type
Permits/Inspections
PIN
0711723310001
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Updated
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� � 20526:i WET BAR <br /> a <br /> T�6.18��.��`�� 3 Pcs of 1 314" x 14" 2.OE Parallam� PSL <br /> P�; ��;.,es THIS PRODUCT a11EETS 4R EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLfCATIOId AND LOADS LISTED <br /> ,y �q. • <br /> Proci�tct�a�n is Ca�ceptual. <br /> LO�►DS: <br /> Anatys�is for a Drop Beam Member. Tnbutary Load Widtn:t' <br /> Primaty Load Croup-Residential-Living Areas(p�:4fl.0 Live at 1�%dura�on,i 5.0 Dead <br /> VerHt�Le�: <br /> Type Class Live Dead Location Appiication CammeM <br /> Uniform(plf) Floor(9.OD) 640A 240.0 0 To T �To <br /> Unifortn(pl�} Flaor(1.�) 720.0 270.0 7'To 11' A�To <br /> Paint(�) Flonr(1.00) 0 8279 6'3° - <br /> SUPPORTS: <br /> Input Bearing VertYcad R�cUuns(ibs) Detait Other <br /> Width Leng�t LivetDsadiUpilft/Toral <br /> 1 Wood calurrur 525" 226" 3792!5089/0/8882 L5 tdor� <br /> 2 Wood column 525" 2.63" 4008/8367/0/90375 L5 Norre <br /> �TJ SRECIFtER'S t BUILDERS GUIDE for�(s):L5 <br /> DESIGN CONTROLS: <br /> Mauhnum D�ign Cor�oi CoMrol Location <br /> Shear(9�) -10041 -8661 14210 Passed(61%) Rt end Span 1 un�Floor losding <br /> Mament(Ft-Lbs) 34073 34073 40743 Passetl(84%) MID Span 1 under Fl�r loading <br /> i..ive Loa�i Defl("m) 0.081 0.345 Passed(U9�J+) MID S�n 1 under Flaor t�4'ing <br /> Tobt Lo�ad Defl[n) U.292 0.519 Pa�sed(U4�) MID SQan 1 unc�r'Fk�or�ading <br /> -Def�eccti�un Criteria:Specifed{LL:iJ360,'R.:11240). <br /> -Bracing(Lu):All corttpressian�(toP and bottom)mlist be brac�d at 8'4"otc unte.ss detaHed od�ervvise. Prop�attachrr�nt and positloning of tateral <br /> bracing�s require�d to achieve�r stability. <br /> ADDITIONAL MOTES: <br /> -IMPORTANT! The�a{ys�present�i�out�t from softiaare�veWAed by Trus Jo�t(TJ). TJ wranants ttte s�ng o�its produds by th�software aviA t� <br /> �hed in atx�rda�n�a�TJ product design criteria artd c:ode�ed �igr►va�es. The sp�cif�c pr�ud a�ttan.�put d�3gn loads.ar►d <br /> sta�d d'irr�ns�ns fiave be�n provid�l by the soRware usec Th�output ha�s nat b�n revieu�by a TJ Associate. <br /> -Not all produds are read8y ava�lable. Cfs�k vuith your su�ii�or TJ t�►nir.al repr�entative far produd availabi6ry. <br /> -THIS ANALYSIS FOR TRUS JOtS7 PRODLlCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> y4flowab�Stress Des�n rr�thodotogy vras used far Bu�'mg Cade UBC anatyafng Uie TJ D�n product�ted ab�ve. <br /> -No�:S�TJ SPECIFIER'S/BUILDER'S GlJIDES for rtwt�te p!y c�nnedion. <br /> PfiOJECT tNFORN9ATiON: OPERATOR INFQRMATION: <br /> Te1ry M(kkelson <br /> dfP P��9�� <br /> 91Q0 baltirr�re st ne <br /> sude 106 <br /> b�ine,� 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dFpplannirtgd�n(�visi.c�rf <br /> Copyright �2009 by Rrus Joist, a Weyerhaenser �ainess <br /> Parallam�9 is a regiatared trade�ark oE Tzns Joist. <br />
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