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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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�������' 205263 DECK <br /> 9 T�8.,8�,��,� 31/2" x 11 718" 2.OE Parallam�PSL <br /> P�; ���:;.1� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> COId�'ROLS FOR THE APPLICATION AND LQADS LISTED <br /> 7 ? <br /> b 12'P►" ` <br /> Pro�t Dia�ram is�Concepttral. <br /> LOADS: <br /> Anatysis is for a Drop Beam Member. Tn'butary Load Widih:l' <br /> Pmriary Lo�i G�-R�i�ntial-Living Are�s(�:40.0 Live at 1�%dura�on,15.0 De�ad <br /> Verti�l l.aads: <br /> Type Class Ltve Dead Location Applicatlan Commertit <br /> Uniform{pi� Floor(1.OU) 280.0 105.4 0 To 4' Adds To <br /> Uniform{pi� Ftoor(1.00) 200.0 75.0 4'To 12'6" Adds To <br /> SUPPORTS: <br /> Input Beartng Verlical Reactlor�s((bs} Detail Other <br /> Width Wr� LivelQeadNplifFlTotal <br /> 1 W�i c�lumn 5.50" 1.5U" 1775/746/0/2521 L5 None <br /> 2 W�d c�lumn 5.50a 1.50" 1545/661/0/2206 L5 Nnne <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for deta�{s):L5 <br /> DESIGN CANTROLS: <br /> Maximwn Design Control Cor�rol Lacatfon <br /> Shear(Ibs) 2370 1865 8035 Passed(23%) Lt end Span 1 uncbr Flaor lo�ing <br /> Morrrent(Ft-Lt�s) 6378 6378 19902 Passed(32%) MID Span 9 under Fl�r loading <br /> Live Laad Defl(in) 0.129 0.354 Passed(U999+) M!D Span 1 under Floor IQading <br /> Total Load Defl(in) 0_183 0.592 P�(LrT75) MID Span 1 und�Fl�r loading <br /> -Qeftac6an Cri�:Specifte@(tL•U380,TL:Lf24Q). <br /> -Bracing(Lu)_Aq com�sression edges(tap and boitom)must be braccxi at 12'6°otc unless detailed otherurise. Proper attachment and posi�oning of la#erai <br /> bracc�nng is required to achieve men�er stabifiiy- <br /> ADDITtONAL NOTES: <br /> -IRARORTANT! The analys�presented�output from software developed by Trus Jo�t{TJ). TJ wartartts the siang a�ds producds by th�saflware wip be <br /> �Gshex!in a�rdan�vri�TJ ptoduct�sign cxite�ia and c�de ac�d d�sign valuas. The specafic ptuduc.t�fion�input c�gn bi+ds,ar�d <br /> sta�ed d�s�ns have been pro�ided b�r the saflxrare user. Th�s output has not been reviewred by a TJ Associa�. <br /> -IV�all produds are readiiy available. Checdc a�ith yaur supplier or TJ technical repr�ntative far product ava�abilityy. <br /> -TFiiS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYt PRODUCT SUBSTITUTION VOIDS THIS AN�►L.YSIS. <br /> �1lowable Stress Design methodalogy�used for Bu�ding Code UBC analyzing the TJ Distrbution produd 1'isb�above. <br /> PRQJECT INFORMATION: OPERAT�R INF'ORMATION: <br /> Terty M�dce�on <br /> ������ <br /> 9100 balHrnore st ne <br /> suite 106 <br /> blairte,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :7q-780-8015 <br /> dfpa�annir��ign�visi.c�m <br /> Copyriqht�3 2004 by Trus Joist, a Weyerhaeuser Business <br /> Parallam�a ia a registerefl trademark of Trus Joist. <br />
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