ORDINANCE SALON LOFTS Acct. No. 420878 - 2 Permit No. 1133055
Se It Ordained by the City Council of the City of Chicago:
SECTION 1. Permission and authority are hereby given and granted to SALON LOFTS, upon the terms and subject to the conditions of this ordinance to maintain and use one (1) sign(s) projecting over the public right-of-way attached to its premises known as 9 W. Erie St
Said sign structure(s) measures as follows; along W. Erie:
One (1) at nineteen point four two (19.42) feet in length, two (2) feet in height and twenty-one (21) feet above grade level.
The location of said privilege shall be as shown on prints kept on file with the Department of Business Affairs and Consumer Protection and the Office of the City Clerk.
Said privilege shall be constructed in accordance with plans and specifications approved by the Department of Transportation (Division of Project Development) and Zoning Department - Signs.
This grant of privilege in the public way shall be subject to the provisions of Section 10-28-015 and all other required provisions of the Municipal Code of Chicago.
The grantee shall pay to the City of Chicago as compensation for the privilege #1133055 herein granted the sum of three hundred ($300.00) per annum in advance.
A 25% penalty will be added for payments received after due date.
The permit holder agrees to hold the City of Chicago harmless for any damage, relocation or replacement costs associated with damage, relocation or removal of private property caused by the City performing work in the public way.
Authority herein given and granted for a period of five (5) years from and after Date of Passage.
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W48H |
71 333 Sq. Ft |
5a Ft |
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WITH INItRNALLY ILLUMINATED (HALO) ALUMINUM CHANNEL LETTERS PAINTED WHITE MOUNTED 2 FROM WALL
Branham Sign
COMPAfJV ■ INCORPORATED
SSS-976-7446
127 Cyprcii Street SW Ntynoldtburi Ohio 43061
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SALON LOFTS
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DISCONNET SWITCH
1NRTJT CURRENT 0 11 OltA HIGH ROWER FACOR OVER *S* OUTRUT VOLTAGE 12V OUTPUT CURRENTS SUA 1(0 WIRE
MIGl RRLMIUMfARTRJIMliMC
1I3C
JUNCTION ROX
HON COMOUVt 110 HI* HEAD SCREWS INTO PirWOOD I LOCKING M EMUDMIHT
- NOTE -
STRUCTURE HAS BEEN DESIGNED TO WITHSTAND 90MPH (3 SEC GUST) DESIGN WIND SPEEDS WITH A MAXIMUM DESIGN PRESSURE OF 22 PSF ACCORDING TO 2009 IDC TABLE 1609 6 2 1(2) WITH 30 MAX OVERALL HT SIGN HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2011 OBC