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Record #: Or2014-7   
Type: Order Status: Passed
Intro date: 1/15/2014 Current Controlling Legislative Body: Committee on Zoning, Landmarks and Building Standards
Final action: 3/5/2014
Title: Issuance of permits for sign(s)/signboard(s) at 1030 W North Ave - Kingsbury St elevation
Sponsors: Waguespack, Scott
Attachments: 1. Or2014-7.pdf
ConuniLcee on Bui j ding?

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•.'RDEPEI-. That the Ocmmissionfci of Bui ldijigs is hereby di tected tt issue a sign peimit to: (Contractor's name and address)
Landmark fe'^n Group
TH^M XnAas4pia.l 1W.

for the erection of a sign/signboard over 24 feet in height and/or over 100 square feet (in area of one face) at: (Business NAME & ADDRESS) /,
b\£f. SVoPfl^P. - *hoo5 3oW

Dimensions-. length _ height
height above grade/roof to top of sign HO'
Such sign(s) shal] comply with all applicable provisions of TITLE 17 of the Chicago Zoning Ordinance and all other applicable provisions of the Municipal Code of the City of Chicago governing the construction and maintenance of outdoor signs, signboards and structures.

11-22-13 ROBERT-JAMES & ASSOCIATES, Inc. Sht.lof2
12255 West 187th Street Mokena, Illinois 60448 (708) 479-8385

Site: Life Storage
1030 West North Avenue Chicago, Illinois
Sign Type : 22'-0" x 10!-0" two piece single face sign for installation on 18" thick brick, wall using thru bolts and back-up plates. The upper ID section is lO'-O" x 10" x 12" deep with a 12'-0" x lO'-O" lower multi tenant section that is 8" deep. Drawing No. 1311126 rev. A
Design Wind Load : ( PSF) WL := 30.0 Based on the Chicago Building Code 16 (13-52-310) (f) la. Design Snow Load : ( PSF ) SL := 25.0 Based on the Chicago Building Code 16(13-52-280) (a) for flat roofs.

Reference : Manual of Steel Construction, AISC 13th Edition.
Mounting Bolts : ASTM A-307 Fu = 60.0 ksi. ; Ft = 20.00 ksi. ; Fv= 10.00 ksi.

Design Loads for the Upper ID Section : Dead Load :
Based on 4.5 lbs. per Square Foot: ShrUprDL := (10.0-10.0) 4.5 ShrUprDL = 450 lbs. Wind Load :
All Exposed Surfaces : ShrUprSL Combined Shear:
Suction: ShrUprWL := (10.0-10.0)-WL ShrUprWL = 3000 lbs. Snow Load :
SL ShrUprSL = 250 lbs.
Summation : (lbs.)...

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