City Council
Meeting Date: H Committee on Buildings
(signs)
ORDERED, That the Commissioner of Buildings is hereby directed to issue a sign permit to: (Contractor's name and address)
Ad ntanxc ^iao to
toKtfc UVPVT Aft n Art o Rn^ ioi
?lrxtnrV-lri ti (qQ^5
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)
Dimensions: Leng< ffib'-Q" Height
' Height above grade / roof to top of signal/ FfoiM GidA 0(5 To Sc/fo/K) TOTAL SQUARE FOOT AREA / 5 O ^CjKj6jfl£ 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. //
Sign Permit Application
APPROVAL NUMBER.
ANNUAL FEE
WORK CODE
APPLICATION NUMBER 100524516
DRAWINGS ATTACHED j—j
YliS NO
DATE OF APPLICATION
01/20/2014
TYPE OF SIGN
FLAT OR BOX
ADDRESS OF SIGN
4537 S ARCHER AVE, 60632-
FT.
23
IN.
0
FT.
6
IN.
6
OR1GINAL PERMIT NUMBER
SQ.FT.
150
LBS.
500
type of permit mw 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
SIGN MANUFACTURER
AD DELUXE SIGN COMPNY
TICKET NUMBER
ADDRESS WHERE SIGN CAN BE SEEN PRIOR TO ERECTION
REINSPECTION CONTROL NUMBER
TYPE OF SUPPORT FOR SIGN POLE
SIGN BOARD SUPPORT MEMBERS STEEL
|
NO. OF LAMPS 48 |
TOTAL WATTAGE 4800 |
type of lamp FLUORESCENT |
NO. OF BALLAST/TRANSFORMERS 8 |
INPUT OF TRANSFORMERS 120 |
CONTRACTOR WILL INSTALL |
INI FEEDERS fy"] CUSTOMER LEADS |
|
|
|
|
KNIFE
TYPE OF SWITCH
200.00
Check # for Zoning
200.00
200.00
Check # for DCAP
ANNUAL FEE CONSTRUCTION FEE 1017 B FEE TOTAL FEE AMOUNT PAID BALANCE DUE
LOCATION OF SWITCH 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 underpinned certify that the statements in this annlicatinn are true and correct and that all work done under the nronnsed permit will conform to the rennirements of the Chica.no Mnnicinal Code
N92559
SIGNER
|
reg. no. E68756 |
ELECT CONTR FULLER-BURRELL ELECTRIC CONTRA ELECTR |
ADDRESS 1424 N.LUNA AVE. CHICAGO, LL 60651- |
SUPERVISOR SIGNATURE _ |
5 |
|
|
|
SIGN ERECTOR
AD DELUXE SIGN CO INC.
ADDRESS
SIGNATURE
23856 W ANDREW RD STE103 PLAINFIELD IL, 60585-
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 Michael Merchant, Commissioner
Dom> 1 of 1
ThQ pfbm apt* u/fr prvwm l
TYPE OF BUSINESS
COMMERCIAL
Other: CAR DEALERSHIP
Name: 4537 S ARCHER AVE
LIC#:
Renewal
Projects Over: [n] Private Property [y] Public Way
Grant Permit*: 1110394
ITU YES
|~1yes
SIGN BOND REQUIRED?
COUNCIL ORDER REQUIRED
IS SPECIAL PERMISSION REQUIRED FROM CHIEF ELECTRlCMi |x]yes
if yes, attach letter of request
TIME STAMP
I I Planned Development/Manufacturing PMD/PD#:
Zoning District: Cl Other: Cl-2
| | MOVEABLE
TYPE OF SIGN: | | ADVERTISING
Ixl BUSINESS
IXI ILLUMINATE I | FLASHING
100
TOTAL STREET FRONTAGE OF LOT (IN FEET)
150
TOTAL AREA OF NEW SIGN (SQ.FT.)
150
TOTAL AREA OF ALL SIGNS ON LOT (SQ.FT.)
38ft 6in
HEIGHT OF SIGN ABOVE GRADE (TO TOP)
APPROVED FOR PERMIT
SIGN CLERK
19
30
DISTANCE OF CURB LINE OUTER EDGE (ft) DISTANCE OF STRUCTURE INNER EDGE (ft)
REMARKS
1,000
1,000
150
DISTANCE FROM (ft):
- PUBLIC PARK (OVER 10 ACRES)
- EXPRESSWAY (IF LESS THAN 1,000 FT.)
- RESIDENCE DISTRICT (ADVERTISING SIGNS ONLY)
IF REPLACEMENT SIGN OR CHANGE OF FACE, WHAT DOES THE EXISTING SIGN READ?
Original Payee:
Landmark Hold: Q Status:
ZONING (OFFICE USE ONLY)
PS PT3PM AT>P WEHPTVWVJll
CITY OF CHICAGO DEPARTMENT OF ZONING AND LAND USE PLANNING
SIGN SITE PLAN (ALL INFORMATION MUST BE COMPLETED AND LEGIBLE).
She Address: _ of ^ applications
Sign Company: AD DRUXfe ■ QlfaQ Oo Rep Name: AflMEf D£rYi|k
Phone (2>\ ^ )55(g -%^(gCl EXT (Itefoiw Building, streets and location of sign on Mar structure)
East
Norm
South
SIGN USE:
Bus. ID (On-piemise)
West
TYPE OF SIGN: Flat Wall
□ □ □ □ □ □
Adve. „—premise) □
□ □ □
Awning Marquee
High Rise Building Projecting Private Projecting Public Way Public Way Use -Permit*
mc>WT
PERMIT TYPE: New Construction
SIGN CHARACTERISTICS: Non- Illuminated □ IUuniinated Changing Image Video Display Flashing
DISTANCE FROM:
□
Expressway, Toll Roads or Major Route (n/a if over 1000 fftK JDO Park (over 10 acres)!/'DO Residential Zone J^2_ Existing Of&premise on same side of street 10 Q
Curb Line: Q\l
Previous Permit #
TOTAL SQUARE FOOTAGE:
Square footage of this proposed si|pjj^£__
Gross area of all proposed signs ffi
Area of all existing signs .
fn^aududinjipi^opose^mZMa^IxA^ SO
Signature
(Revised 4/10)
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. All signs, canopies, banners, marquees and awnings require a buildings permit. Only a licensed sign erector mav apply for the 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 (312) 744-3400.
Please return the completed Public Way Use application to City Hall -121 N. LaSalle Street, Chicago, IL 60602 Room $00. The completed application package must include a copy ofthe 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 X 11 paper, photos ofthe 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).
ro
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This map is a public resource ot 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
Empty Lot
Created on: 12/26/2013 4:19 P.M.
Zoning data reflects an ordnances oasse'd in the most recenl Gilv Council maelinglsj Copyright;(c) 201 «y,'o^Chfca'g6'"^!=a,■
Zoning Map
4537 S ARCHER AVE
Zoning ■. Business
I Commercial . | Manufacturing/. I ' | Residential |.Planned Development
\ Planned Manufacturing : IMl Downtown Core '. I: Downtown Service | Dowhtown Mixed : ■ I' | Downtown Residential M6B Transportation IT/; I; Parks '& Open Space Fi'Zoning Boundaries'
Historic Preservation":.' CHICAGO LANDMARKS I Chicago Landmarks landmark Districts
Chicago Historic Resources- •'. Survey- Build ihgs; subject to Demolition-Delay Ordinance
n Red
|f ' | Orange ':. ■ | j. Water ■'
Cemetery . : .'
Mil'Lakefront ■
Pedestriani Streets, .Buildings. | | Parcels ^/ Streets ■ /v". Curbs . | | 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.
Map Constructed on Thu Dec 2617:09:13 CST 2013
This map is a public resource ol general information. The City ot 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
iii^ft^:-^-'^^'^''^ •V-'
Cl-2
885493
4537
4537
S ARCHER AVE
10-J
130B
4537
4537
1902418012
ARCHER AVE
773-471-1414
14
EDWARD M. BURKE
2650 W. 51st Street
( Close Window j
rvi cn s m e; cs a i_>e* rvi >=v f=s a
,ST R ij C T U R A L E Ki G I r-J IT CT F=* £3
YOUR STHUCTU RAL 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 respbnsible 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 11-304014
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 ■ Evanstqn, Illinois 60202
Ma S H
G A LAMA R □
ip i at e: s , inc
.a. ■ . e= r-j » ■ r t_ b: —
-URAL- DREAM TEA I
sheet no ■.- -
DRAWN Br C~~)t=i
REVIEWED BY .
MC# _
date •i/rsy/'j
; DATE - ■■■
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QQn ciitkie'd av/cmi ir ci i iTr Jk*-r - c"\ / a ki DTnM ' ii i ikinic ennnii
.Y
.35k/fl
Kl5
k3
.017k/fl "fa
Loads: LC 4, Service: D+W Results for LC 1,1;4D
Moshe Calamaro and Ass... |
Car Outlet Sign Post Member and joint labels with applied loads |
SK-i |
CJG |
Jan 15, 2014 at 2:25 PM |
114004 |
114004 Sign 03.r3d |
Dz
in
-10.964 at 385 ft
Column: M1
Shape. HSS14x0.5 Material: A500 Gr.42 Length: 38.5 ft Uoinf. N1. 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
k-ft
My
k-ft
k-ft
26.934 at 0 ft
fa
ksi
.248 at 0 ft
-26.934 at 0 ft
Max Shear Check Location Max Defl Ratio
Compression Flange Compression Web
AISC 13th(360-05): LRFD Code Check Direct Analysis Method
Compact Compact
Max Bending Check 0.547 Location Oft Equation H1-1b
Bending Flange Bending Web
0.020 (s)
Oft
L/42
Non-Slender Non-Slender
Fy
phi*Pnc
phi*Pnt
phi*Mny
phi*Mnz
phi*Vny
phi*Vnz
phi*Tn
Cb
42 ksi 421.996 k 748.44 k 268.38 k-ft 268.38 k-ft 224.532 k 224.532 k 252.901 k-ft 1
Lb KL/r
y-y
38.5 ft 96.589
L Comp Flange Warp Length L-torque Tau b
z-z
38.5 ft 96.589
38.5 ft NC
38.5 ft 1
M1
Column:
Dz
in
-5.426 at 38.5 ft
Shape: HSS14x0.5
Material:. A500 Gr.42 ■
Length: 38.5 ft :
I Joint: Ml .',
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 Oft
.018 at 38.5 ft
89.912 at Oft
k-ft
My
k-ft
k-ft
16.672 at Oft
fa
ksi
.207 at 0 ft
-16.672 at 0 ft
Max Shear Check Location Max Defl Ratio
Compression Flange Compression Web
AISC 13th(360-05): LRFD Code Check
Max Bending Check 0.340 Location Oft Equation H1-1b
Bending Flange Compact Bending Web Compact
0.013 (s)
Oft
U85
Non-Slender Non-Slender
Fy
phi*Pnc
phi*Pnt
phi*Mny
phi*Mnz
phi*Vny
phi*Vnz
phi*Tn
Cb
42 ksi 421.996 k 748.44 k 268.38 k-ft 268.38 k-ft 224.532 k 224.532 k 252.901 k-ft 1
Lb KL/r
y-y
38.5 ft 96.589
L Comp Flange Warp Length
z-z
38.5 ft 96.589
38.5 ft NC
Moshe Calamaro & Associates / Structural Engineers
,930 Pitner Ave., Ste. #7, Evanston, IL 60202 Phone: (847) 733-0015 Fax: (847) 733-0018
© Moshe Calamaro & Associates
Job: Car Outlet Sign . MC# 114004 H^.-V. Calc by: CJG; , Date: 1/15/2014 Check by: Date:
Pier Embedment based on IBC 2006 1805.7.2.1 ~T-QC IftO?.3. 2.-(
Mark: Description:
Minimum pier for sign columns .
^2819
. -2:00
^9912.0
; .11.50
31.89
:; . 300
psf/ft A«<->^ 2,OOO j?sf SoT|
1150
2.87
/ro
f-Z- 300 fit
r6
Total d=
11.52 ft
P= M=
equiv. h=
lbs
lb-ft
ft
b=
Trial d= Lateral Bearing
1.13
Company. Specifier: Address: . Phbne'LFax; E-Mail:
' Moshe Calamaro and Associates, Inc: CJG
Page: ■ Project:
Sub-Project I Pos. No.:
Date: ,
t .-. :"::'y
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]
Tc^ 27-1 k 1^.0
Heavy Hex Head ASTM F 1554 GR. 36 1 1/4
he( = 24.000 in. ASTM F 1554
design method ACI318-08 / CIP eb = 0.000 in. (no stand-off); t = 0.750 in.
I„ x lyX t = 22.000 in. x 22.000 in. x 0.750 in.; (Recommended plate thickness: not calculated) S shape (AISC); (L x Wx 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
S3.-7+ Z" cx>^ +
Company: Specifier. . Address: ... Phone I Fax: e-Mail:
Moshe. Calamaro and Associates, Inc. CJG
930 Prther Avenue Suite #7
(847) 733-0015 | (847) 733-0018 :V:
Page: Project:
Sub-Project I Pos. No.:. Date::
Prof is Anchor 2.4.5
i . . • • •, • ■
: Car: Outlet Sign : 114004 1/15/2014
mmn§
Oe Oi
Shear force x Shear force y
Tension
r>eompressi3n
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
o-
Oj
2 Load case/Resulting anchor forces
Load case: Design loads
Anchor reactions [kip]
0.566 0.566 0.566 0.566 0.566 0.566 0.566 0.566 0.40 [%<.] 1721 [psi] 104.314 [kip] 107.994 [kip]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force
- 27.883 0.566
- 10.332 0.566
- 0.000 0.566
- 27.883 0.566
- 0.000 0.566
- 27.883 0.566
- 10.332 0.566
- 0.000 0.566
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, direction' * anchor having the highest loading
3.1 Steel Strength
Load Nua [kip]
67 90 70 N/A
Capacity $N„ [kip] Utilization pn = 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
NM [kip]
Nua [kip]
Jl
56.202
0.750
27.883
(frNs, [kip]
42.151
4>Npn [kip]
Nu.[kip]
y<=,P
1.000
0.700
31.318
27.883
3.2 Pullout Strength
NP[kip]
44.740
<|/c,N
1.000
1.000
Ved.N
1.000
16
3.3 Concrete Breakout Strength
ANc [in.2] .: ANc0 [in.2]
5184.00
Vecl.N
0.952 f
0.700
7290.00 eci,N [in ]
1.817
Nb[kip] 159.750
Cytiinlin-I
ea.N [in.]
0.000
<j)Ncbg[kip] 149.698
cac[in.]
0.000
1.000
Nua [kip] 104.314
.098k/ft
-.065kffi
Loads: LC 4, Service: D+W Results for LC 1,1.4D
SK-1
Moshe Calamaro and Ass„
CJG
Jan 16, 2014 at 1:05 PM
114004
114004 Pipe 01.r3d
Car Outlet SignOoF^C^^
2.055: at 23 ft
.115 at 11.5 ft
-1.181 at Oft
-.2 at 11.5 ft
Beam: Outrigger
Shape: PIPE_4.0 • V:
Material: AS3 Gr.B -
Length: 23 ft
I Joint: N1 - ■
J Joint: N2 ■
LC 2: 1.2D+1.6WX
Code Check: 0.608 (bending)
Report Based On 97 Sections
.755 at 14.615 ft
1.315 at 8.385 ft
Vz
vy
.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
Max Shear Check Location Max Defl Ratio
Compression Flange Compression Web
AISC 13th(360-05): LRFD Code Check Direct Analysis Method
Max Bending Check 0.608
Location 14.375 ft
Compact Compact
Equation H1-1b
Bending Flange Bending Web
0.054 (s) 8.385 ft L/122
Non-Slender Non-Slender
Fy
phi*Pnc
phi*Pnt
phi*Mny
phi*Mnz
phi*Vny
phi*Vnz
phi*Tn '
Cb
35 ksi 20.226 k 93.24 k 10.631 k-ft 10.631 k-ft 27.972 k 27.972 k "10.011 k-ft 1
Lb KL/r
y-y
23 ft 181.829
L Comp Flange 23 ft
Warp Length NC
L-torque 23 ft
Tau b 1
z-z 23 ft 181.829
1.284 at Oft
.096 at 11.5 ft
-.984 at 23 ft
-.125 at 1115 ft
Beam: Outrigger
Shape: PIPE_4.0
Material: AS3 Gr.B
Length: 23 ft
1 Joint: N1
J Joint: N2
LC 4: Service: D+W
Code Check. 0.415 (bending)
Report Based On 97 Sections
.63 at 14.615 ft
.822 at 8.385 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
Compression Flange Compression Web
AISC 13th(360-05): LRFD Code Check Direct Analysis Method
Max Bending Check 0.415
Location 8.625 ft
Compact Compact
Equation H1-1b
Bending Flange Bending Web
0.037 (s) 14.615 ft L/196
Non-Slender Non-Slender
Fy
phi*Pnc
phi*Pnt
phi*Mny
phi*Mnz
phi*Vny
phi*Vnz
phi*Tn
Cb
35 ksi 20.226 k 93.24 k 10.631 k-ft 10.631 k-ft 27.972 k 27.972 k 10.011 k-ft 1
Lb KL/r
y-y
23 ft 181.829
LComp Flange 23 ft
Warp Length NC
L-torque 23 ft
Tau b 1
z-z 23 ft 181.829
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