Committee on Zoning, Landmarks, and Building Standards
(Signs)
ORDERED, That the Commissioner of Buildings is hereby directed to issue a sign permit to: (Contractor's name and address)
Ad Deluxe Sign Company Incorporated
23856 West Andrew Road. Suite 103
Plainfield, Illinois 60585
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)
Car Outlet
4537 South Archer Avenue
Chicago. Illinois 60632
Dimensions: Length 23 inches Height 6 feet 6 inches
Height above grade/roof to top of sign 32 feet
TOTAL SQUARE FOOT AREA: 150 feet
Alderman, 14th Ward
Such sign(s) shall 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.
CITY- OF CHICAGO
Sign Permit Application
APPROVAL NUMBER
WORK CODE
ANNUAL FEE
APPLICATION NUMBER
100528008
["I YES
DRAWINGS ATTACHED J-J NQ
Date of application
02/18/2014
type of sign FLAT OR BOX
ADDRESS OF SIGN
4537 S ARCHER AVE, 60632-
FT.
23
IN.
0
FT.
6
IN.
6
BUILDING
ORIGINAL PERMIT NUMBER
SQ.FT.
150
LBS.
500
type of permit NEW CONSTRUCTION (SIGN)
PAYER OF ANNUAL INSPECTION
STILLMAN, HOWARD
2917 WEST IRVING PARK ROAD CHICAGO, IL 60618
(773)737-4843
SIGN HEIGHT ABOVE GRADE/ROOF
shape of sign REGULAR
SIGN WILL READ
CAR OUTLET
FT.
32
NO. OF LAMPS
48
SIGN MANUFACTURER
AD DELUXE SIGN COMPANY
TOTAL WATTAGE
4800
ADDRESS WHERE SIGN CAN BE SEEN PRIOR TO ERECTION
type of lamp FLUORESCENT
TICKET NUMBER
REINSPECTION CONTROL NUMBER
NO. OF BALLASTfTRANSFORMERS
8
INPUT OF TRANSFORMERS
120
CONTRACTOR WILL INSTALL
TYPE OF SUPPORT FOR SIGN POLE
EI Li
FEEDERS
CUSTOMER LEADS
STEEL
TYPE OF SWITCH
KNIFE
SIGN BOARD SUPPORT MEMBERS
ANNUAL FEE CONSTRUCTION FEE 1017 B FEE TOTAL FEE AMOUNT PAID BALANCE DUE
|
Check # for Zoning |
500.00 |
500.00 |
Check # for DCAP |
|
|
LOCATION OF SWTTCH OUTSIDE SIGN
SIGN LOCATION
FURNISH AND INSTALL 6'-6" X 23" DOUBLE FACE POLE SIGN ON TWO POLES 32" FROM GRADE TO BOTTOM OF SIGN, COPY WILL READ "CAR OUTLET"
The undeniuned cwtifv thai the statements in this nnnhcutirm are true unci correct and that nit work done under the nronosed nermit will conform to the rmiiiremerrts of the Chicnsn M imicinal Code
E68756
N92559
ELECTR
SIGNER
ELECT CONTR
FULLER-BURRELL ELECTRIC CONTRA
SIGN ERECTOR
AD DELUXE SIGN CO INC.
ADDRESS
1424 N. LUNA AVE. CHICAGO, IL 60651-
ADDRESS
23856 W ANDREW RD STE103 PLAINFIELD IL, 60585-
SIGNATURE
The permit issued on this application will authorize only signs here applied for. If other signs are to be erected they must be covered by additional permits
City of Chicago
Rahm Emanuel, Mayor
Department of Buildings Felicia Davis, Commissioner
APĀ£"inrv;?AnnA
Poitk 1 nf 1
pcou apd wen nnnsroi i
TYPE OF BUSINESS COMMERCIAL Other: CAR DEALERSHIP |
SIGN BOND REQUIRED? j_J YES |
Name:' 4537 S ARCHER AVE |
COUNCIL ORDER REQUIRED [x| YES |
|
UCU: 66905 |
IS SPECIAL PERMISSION REQULRED FROM CHIEF ELECTRICAL IF YES, ATTACH LETTER OF REQUEST |
Renewal Date: |
Projects Over: [jj] Private Property fY]publicWay Grant Permit #: 1110394 |
[3 Planned Development/Manufacturing PMD/PD#: Zonine District: CI Other: Cl-2 |
TIME STAMP |
TYPE OF SIGN: [xl ADVERTISING fx] ILLUMINATE Q MOVEABLE C~j BUSINESS I""! FLASHING |
TOTAL STREET FRONTAGE OF LOT (IN FEET) 100 |
TOTAL AREA OF NEW SIGN (SQ.FT.) 150 |
TOTAL AREA OF ALL SIGNS ON LOT (SQ.FT.) 150 |
HEIGHT OF SIGN ABOVE GRADE (TO TOP) 38ft 6in |
DISTANCE OF CURB LINE OUTER EDGE (ft) 19 DISTANCE OF STRUCTURE INNER EDGE (ft) 30 |
SIGN CLERK |
APPROVED FOR PERMIT |
DISTANCE FROM (ft): A. PUBLIC PARK (OVER 10 ACRES) 1,000 B, EXPRESSWAY (IF LESS THAN 1,000 FT.) 1,000 &. RESIDENCE DISTRICT (ADVERTISING SIGNS ONLY) 150 |
REMARKS |
IF REPLACEMENT SIGN OR CHANGE OF FACE, WHAT DOES THE EXISTING SIGN ■READ? Original Payee: |
|
Landmark Hold: 1 1 Status: |
ZONING (OFFICE USE ONLY) |
|
|
|
APĀ£"tnrv;?AnnA
Pino *> nfj
E<5 PROM 4PP wpnnrviAmii
CITY OF CHICAGO DEPARTMENT OF ZONING AND LAND USE PLANNING
SIGN SITE PLAN (ALL INFORMATION MOST BE COMPLETED AND LEGIBLE).
SteAddress: H&SH S AkCV&& f\QB CWjftCJ^E. IftirXL 1 of 1
_Rep Name:_
Phone &^ &le -t^k?C\ EXT fgefore BaiMns. streets and location ofsitm an lot or structured
North
West
Video Display Flashing
Gross area of all proposed signs J2T
Ara of aDearisting signs
(not ineluding proposed) <mZxaane Lest ' 5Q
SIGN USE: . Bus. ID (On^rernise) Business Law &
Arlw
X
□
Jnuse'
PERMIT TYPE; New Construction Change of Face Previous Perm&ft
TOTAL SQUARE FOOTAGE:
South .
TYPE OF SIGN:
Flat Wall ;
Freestanding
Awning
Marquee
High Rise Building Projecting Private Projecting Public Way Pubtie Way Use-Permit*
.mow! Ā
ISO
□ □ □ □ □ □
SIGN CHARACTERISTICS: Nc^ niurmnated □ murninated
□ . □ □
DISTANCE FROM:
Curh line:
Expressway, Toll Roads or Major Rome (n/a if over 1000 Park (over 10 acres)! ResideartialZone I6Q
on
same side of street: UQ
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Map Constructed on Mon Jan 20 06:38:07 CST 2014
This map Is a public resource of general information. The City of Chicago makes no warranty, representation or guaranty as to the content, sequence, accuracy, timeliness or completeness of any of the database information provided herein. The reader should not rely on the data provided herein for any reason. The City of Chicago explicitly disclaims any representations and warranties, including; without limitation, the implied warranties of merchantability and fitness for a particular purpose, the City of Chicago shall assume no liability for: 1. any errors, omissions, or inaccuracies in the information provided regardless of how caused: or 2. any decision made or action taken or not taken by the reader in reliance upon any information or data furnished hereunder. Map Copyright (c) 2007-2010 City of Chicago
IU1
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01/09/2014 -Stan Adams
DBA Name
Location Zip Code Account Number Site Number Area
Permit Type Permit Number
4537 S. ARCHER. LLC
4537 S.ARCHER AVE.
60632
66905
13
PERMIT
SIGN
1110394
Next steps: Department of Buildings - Permit process for signs
Your Public Way Use permit number is shown above. This number is to be used for each item on your DOB application and is needed for the Buildings (DOB) online sign application located @ www.cityofchicago.org/buiIdings. AH signs, canopies, banners, marquees and awnings require a buildings permit Only a licensed sign erector mav apply for tbe Buildings permit online. The Buildings permit application will ask for the Public Way Use permit number supplied above. For additional information please contact the Buildings Department at 012) 744-3400.
Please return the completed Public Way Use application to City Hall -121 N. LaSalle Street, Chicago, IL 60602 Room 800. The completed application package must include a copy of the completed DOB application and the Public Way Use application. The Public Way Use application must contain the Alderman's signature, site plans on 8 1/2 X11 paper, photos of the item(s), the signed Acceptance letter and a copy of the insurance certificate. For additional information please contact BACP at (312>74-GOBIZ (312-744-6249).
Zoning Map
Zoning'tlata tetects a& ordinaneas passed ?n the tost ?9canl C'iĀ» Council rreating JCogyrght Icj 20117'City of Chicago
Created on: 12/26/2013 4:19 P.M.
4537 S ARCHER AVE
Zoning
|. | Business
[ I Commercial
| | Manufacturing
| | Residential
|" | Planned Development
[.'.,. | Planned Manufacturing
| | Downtown Core .
K- i | Downtown Service
| | Downtown Mixed
| | Downtown Residential
I Transportation [~H Parks & Open Space n Zoning Boundaries
Historic Preservation CHICAGO LANDMARKS |^| Chicago Landmarks . |5^jjJ Landmark Districts
Chicago Historic Resources Survey - Buildings subject to Demolition-Delay Ordinance
! Red . Orange .
! Water
\ Cemetery
y|Ā§y| Lakefront
Pedestrian Streets
Buildings r*~l Parcels
Streets
Curbs
I Forest Preserve Aerials (April 2008)
information provided on the City of Chicago web site should not be used as a substitute for legal, accounting, real estate, business, tax, or other professional advice. The City of Chicago assumes no liability for any damages or loss of any kind that might arise from the use of, misuse of, or the inability to use the City web site and-or the materials contained on the web site. The City of Chicago also assumes no liability for improper or incorrect use of materials or information contained on its web site. All materials that appear on the City of Chicago web site are distributed and transmitted as is. without warranties of any kind, either express or implied, and subject to the terms and conditions stated in this disclaimer.
This map is a public resource ol general information. The City of Chicago makes no warranty, representation or guaranty as to the content, sequence, accuracy, timeliness or completeness of any of the database information provided herein. The reader should not rely on the data provided herein for any reason. The City of Chicago explicitly disclaims any representations and warranties, including: without limitation, the implied warranties of merchantability and fitness for a particular purpose, the City of Chicago shall assume no liability ton 1. any errors, omissions, or inaccuracies in the information provided regardless of how caused; or Z any decision made or action taken or not taken by the reader in reliance upon any information or data furnished hereunder. Map Copyright (c) 2007-2010 City of Chicago
Cl-2
4537
885493
4537 S ARCHER AVE
10-J
130B
4537
1902418012
4537
ARCHER AVE
14
EDWARD M. BURKE
773-471-1414
2650 W. 51st Street
( Close Window }
2/18/14 3:25 PM
City of Chicago Online-Permits
iry or Cmczizju
Total: $500.00
Building.
Online- Permits 3: Trade License Renewals
Portal Services
Online Permits Aopiy For Permit View My Applications Manage My Eplans View My Payments Update Account Check Application Stains Logout
f:. / ■■■■///
" '//■■:■■/■'//,
Payment Confirmation
Apptf
Date
_TXPĀ«L
Thank you for using the City of Chicago Online Permitting. Please keep this information as verification of payment
E 100528008 2/18/2014 Sign
^escjiption Fee_
4537 S ARCHER AVE 60632- $500.00
Transaction Number 176361 Reference Number: 5790740 Credit Card Charge Total: $500.00
If you are having trouble with the website, please contact the City of Chicago by emailing dobwebhelp@cityofchicago.org to report your problem and a technician will respond to you.
is^i a s m re: cz >=< i ^x. rvi a F=e cn
<S< A S Ā«S C3 C3 I AT E S . 1 f^l C3
snrF^i-ics-i-i-jRAiĀ o: r~j a i r^j e: Ā»r* ezi -
~V CH I 1 R STRUCTURAL. DREAM TEAM
This bound document has been specifically prepared by a Licensed Structural Engineer: Each detail attached herein has been reviewed by a Licensed Structural Engineer who is responsible for the designs.
This bound document is exclusively for the client listed below:
Ad Delux Sign Co. CALCULATIONS Mr. John Miller, primary contact 23856 W. Andrew Rd., Ste. #103 Plamfield, IL 60585-8770
JOB NAME: Car Outlet Sign Chicago, Illinois
JOB File #: MC# 114004
I hereby verify that this document was prepared by me or under my direct supervision and that I am a duly Licensed Structural Engineer.
THESE DESIGNS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION
License Expires 1149-2014
This document is permanently bound. The staples used must not be removed. If any modifications are made, this sealed document is no longer valid.
93Q Pitner Avenue, Suite #7 Ā evanstdn, Illinois 6D2D2
M □ 5
IVI A R □
I N C.
YOUR 13 T I
i e_ _ a
S C3 C3 I A "
C N Q I N e ERE O-TURAl. ORĀAM. TECAI
SHEET NO ______
DRAWN BY
REVIEWED BY ,
MCf -
DATE _L_!____. DATE
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Ā1 o n oitki era a \ /
cr Kill C* ci 1 IT" C _SfrĀ . erw a ki _*Ā1 m 1 ■ 1 1 m Ā1
-35k/ft
Loads: LC 4, Service: D+W Results for LC 1,1.4D
Moshe Calamaro and Ass.
SK-1
Jan 15,2014 at 2:25 PM
CJG
114004 Sign 03.r3d
114004
Car Outlet Sign Post Member and joint labels with applied loads
in
Dz
-10.964 at 38.5 ft
Column: M1
Shape: HSS14x0.5 Material: A500Gr.42 Length: 38.5 ft I Joint: IM1 J Joint: N2
LC 2:1.2D+1.6Wx +1.4 NLX Code Check: 0.547 (bending) Report Based On 97 Sections
4.907 at Oft
4.564 at 0 ft
Vz
.058 at 38.5 ft
145.249 at Oft
My
k-ft
k-ft
k-ft
26.934 at 0 ft
fa
ksi
.248 at Oft
-26.934 at Oft
Max Shear Check Location Max Defl Ratio
Compression Flange Compression Web
AISC 13th(360-05): LRFD Code Check Direct Analysis Method
Max Bending Check 0.547
Location 0 ft
Compact Compact
Equation H1-1b
Bending Flange Bending Web
0.020 (s)
Oft
U42
Non-Slender Non-Slender
Fy 42 ksi y-y z-z
phi*Pnc 421.996 k Lb 38.5 ft 38.5 ft
phi'Pnt 748.44 k KL/r 96.589 96.589
phi*Mny 268.38 k-ft
^JXĀ iS'SJ1? LComp Flange 38.5 ft
P?n/ny !JJ_5J Warp Length NC
phi*Tn 252.901 k-ft Tau ^ 1
Cb 1 ~*
Dz
in
-5.426 at 38.5 ft
Column: M1
Shape: HSS14x0.5
Material: . A500 Gr.42
Length: = 38.5 ft
I Joint: N1
J Joint: N2
LC 4: Service: D+W
Code Check: 0.340 (bending)
Report Based On 97 Sections
4.089 at Oft
Vz
2.835 at 0 ft
.018 at 38.5 ft
89.912 at Oft
My
k-ft
k-ft
16.672 at Oft
fa
ksi
.207 at 0 ft
-16.672 at Oft
Max Shear Check Location Max Defl Ratio
0.013 (s)
Oft
L/85
0.340 Oft H1-1b
Compact Compact
AISC 13th(360-05): LRFD Code Check
Bending Flange Bending Web
Max Bending Check Location Equation
Compression Flange Non-Slender Compression Web Non-Slender
Fy 42 ksi y-y z-z
phi*Pnc 421.996 k Lb 38.5 ft 38.5 ft
phi*Pnt 748.44 k KL/r 96.589 96.589
phi*Mny 268.38 k-ft
phi*Mnz 268.38 k-ft , nnmn Cl.Āfl
phi*Vny 224.532 k w^T.nSE9 ?r
phi*Vnz 224.532 k Warp Length NC
phi*Tn 252.901 k-ft
Cb 1 **
Moshe Calamarp & Associates Structural Engineers
,930Pitner Ave.; Ste. #7, Evanston, IL 60202 Phone: (847) 7334)015 Fax: (847) 733-0018
Ā© Moshe Calamaro & Associates
Job: Car Outlet Sign
MC# 114004 .
Calc by: CJG. Date: 1/15/2014
Check by: Date:
Pier Embedment based on IBC 20061805.7.2.1 261Z IftOT 3. 2. - I
Mark: Description:
-Minimum pier for sign columns?
2:00
.11.50
300
1150
P= M=
equiv. h= A=f
lbs
Ib-ft
ft
2819
. 89912.0
31:89
2l87|
Total d= 11.52 ft
b=
Trial d= Lateral Bearing S,=
ft ft
psf/ft fraoeiez. 2,ODD psT So/'l
{TO j*_f ~E =- 300 p_f fa-^ XĀ©_- -2.612. 4al> <*?
?r<_^' i>y * *36>z = 101& /L-.H^ .cor-1018 =
Ivi
n
-5
pics*'" <a-5 i^t>_vi t>_;<A ^ĀĀ£/f&.i^^
* 3 - Ā *
8ST- 3 -
3. - .031 ^= 1^-3
Kit - |H5- k^-ff
ProfTs Anchor 2:4.5
Company: Specifier -Address: . Rhone I Fax: ETMail: ;
Moshe Calamaro and Associates, Inc. CJG
Project
Sub-Project I Ros. No.: Date:. Ā
Car Outlet Sign
114004
1/15/2014
Specifier's comments:
1 input data
Anchor type and diameter Effective embedment depth: Material: Proof.
Stand-off installation: Anchor plate: Profile:
Base material: Reinforcement
Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [kip. ft.kip]
27.1 k 1.^*0
.1
A*
4.0,000
Heavy Hex Head ASTM F1554 GR. 36 1 1/4
he( = 24.000 in. ASTM F 1554
design method ACI 318-08 / CIP eb = 0.000 in. (no stand-off); t = 0.750 in.
L, x lyX t = 22.000 in. x 22.000 in. x 0.750 in.; (Recommended plate thickness: not calculated) S shape (AISC); (L x W x T x FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. cracked concrete, 2500, fc' = 2500 psi; h = 420.000 in. tension: condition B, shear condition B; edge reinforcement: none or < No. 4 bar no
2^- 53.7+ Z" co~- + _r-?.Y'
.Ā§75" = W
I*'
Profis Anchor 2.4.5
Pos. No.:
Company: Specifier. Address: Phone I Fax: E-Mail:
Moshe Calarriaro and Associates; Inc. CJG :
Page: Project Sub-Project I Date:!
Cat Outlet Sign-
114004
1/15/2014
Shear force x ■ Shear force y
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
2 Load case/Resulting anchor forces
Load case: Design loads
Anchor reactions [Kip]
1 2 3 4 5 6 7 8
0.566 0.566 0.566 0.566 0.566 0.566 0.566 0.566
0.566 0.566 0.566 0.566 0.566 0.566 0.566 0.566
0.40 [%Ā»] 1721 [psi] 104.314 (kip] 107.994 [kip]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force
27.883 10.332 0.000 27.883 0.000 27.883 10.332 0.000
max. concrete compressive strain: max. concrete compressive stress: resulting tension force in (x/y)=(-7.217/0.000): resulting compression force in (x/y)=(9.099/0.000):
3 Tension load
Steel Strength* Pullout Strength* Concrete Breakout Strength** Concrete Side-Face Blowout, direction1 * anchor having the highest loading
3.1 Steel Strength
Load N_ [kip]
67 90 70 N/A
Capacity Ā»NĀ [kip] Utilization Bn = N_/+Nn
27.883 42.151
27.883 31.318
104.314 149.698
N/A N/A
'anchor group (anchors in tension)
Status
OK OK OK N/A
Nuatk'P]
56.202
0.750
27.883
Ā»NM[kip]
42.151
NĀ. [kip]
VĀ«=,p
1.000
0.700
27.883
3.2 Pullout Strength
Njjkip]
44.740
dĀ»Npn[kip] 31.318
MĀ»CN
1.000
1.000
1.000
16
3.3 Concrete Breakout Strength
5184.00
\|)ed,N
Anc[in.2] Ancq [in.2]
0.952
7290.00 eci.N [in.]
1.817
0.700
NĀ[kip] 159.750
<Vmin ['"Ā]
eca.N [in.]
0.000
ifrNcba [kip] 149.698
cĀ«[in.]
0.000
1.000
NuaP<ip] 104.314
Loads: LC 4, Service: D+W Results for LC 1,1.4D
SK-1
Moshe Calamaro and AssĀ.
Jan 16, 2014 at 1:05 PM
CJG
Car Outlet Signet Ā£>^f"<
114004
114004 Pipe01.r3d
2.055 at 23 ft
.115at 11.5 ft
-1.181 at Oft
.2 at 11.5 ft
Beam: Outrigger
Shape: PIPE_4.0
Material: AS3 Gr.B
Length: 23 ft
I Joint N1
J Joint: N2
LC2:1.2D+1.6WX
Code Check: 0.608 (bending)
Report Based On 97 Sections
1.315 at 8.385 ft
.755 at 14.615 ft
Vz
Ā.755 at 8.385 ft
-1.315 at 14.615 ft
3.221 at 8.625 ft
k-ft
k-ft
5.607 at 14.375 ft
25.6 at 14.375 ft
fa
ksi
-25.6 at 14.375 ft
AISC 13th(360-05): LRFD Code Check Direct Analysis Method
Max Bending Check 0.608
Location 14.375 ft
Equation H1-1b
Bending Flange Compact
Bending Web Compact
Max Shear Check 0.054 (s)
Location 8.385 ft
Max Defl Ratio L7122
Compression Flange Non-Slender
Compression Web Non-Slender
Fy 35 ksi y-y z-z
phi'Pnc 20.226 k Lb 23 ft 23 ft
phi*Pnt 93.24 k KL/r 181.829 181.829
phi*Mny 10.631 k-ft
Ehnm? Ā£{Ā£!<* L Comp Flange 23 ft
phPTn 10.011 k-ft ^bue fft
CD 1 Ā
1284 at Oft
.096 at 11.5 ft
-.984 at 23 ft
.125 at 11.5 ft
Beam: Outrigger
Shape: PIPE_4.0
Material: AS3 Gr.B
Length: 23 ft
I Joint Ni
J Joint: N2
LC 4: Service: D+W
Code Check: 0.415 (bending)
Report Based On 97 Sections
.822 at 8.385 ft
.63 at 14.615 ft
Vz
Vy
-.63 at 8.385 ft
-.822 at 14.615 ft
3.504 at 8.625 ft
k-ft
k-ft
k-ft
2.684 at 8.625 ft
17.476 at 8.625 ft
fa
ksi
-17.476 at 8.625 ft
Max Shear Check
Location
Max Defl Ratio
0.037 (s) 14.615 ft U196
AISC 13th(360-05): LRFD Code Check Direct Analysis Method
Max Bending Check 0.415
Location 8.625 ft
Bending Flange Bending Web
Equation H1-1b
Compact Compression Flange Non-Slender
Compact Compression Web Non-Slender
Fy 35 ksi y-y z-z
phi*Pnc 20.226 k Lb 23 ft 23 ft
phi'Pnt 93.24 k KL/r 181.829 181.829
phi'Mny 10.631 k-ft
KJnZ JS-SJi"ft LComp Flange 23 ft
SvE 27 97^ Warpfength9 NC
Cb 1 -
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MOSHE CALAMARO
& associates, inc. Structural Engineers
V30 PITNCR AVENUE, QUITE #? - EVAMBTON, ILLINOIS 60*03
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SIGN ELEVATION
NEW SIGN CAR OUTLET CHICAGO, ILLINOIS
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DETAILS
NEW SIGN CAR OUTLET CHICAGO, ILLINOIS
MOSHE CALAMARO
& Associates, Inc. Structural. Engineers
gaa pitncr avcnuc, aurrc #7 Ā cvanbton. Illinois Aasoa
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MOSHE CAL.AMARO
& ASSOCIATES, INC. STRUCTURAL ENGINEERS
[nO PITNER AVENUE. SUITE #7 * EVANSTON, ILLINOIS SQBD3
AIHH9U4,lf.nvni7IMĀ»ll I ill. I. II I ■ I ll> IIJ.I III
DETAILS - GENERAL STRUCTURAL NOTES
NEW SIGN CAR OUTLET CHICAGO, ILLINOIS