CITY COUNCIL
COMMITTEE ON ZONING, LANDMARKS AND BUILDING STANDARDS
COUNCIL ORDER
RE: Approval of sign over 100 square feet in area or over 24 feet above grade ORDERED, that the City Council hereby approves the following sign application submitted by:
a-^PR'MARK r__ .
(* The Applicant Is the owner of the real property or the business tenant of the real property. Do not list the sign contractor, sign erector; sign company or advertising entity in the above space.)
Address of Sign: 35 N. STATE chjcago> |L g06 02
This Order approves the following sign in accordance with Municipal Code of Chicago Section 13-20-680
: 35 N.
Zoning District:.DX-16
nnBC1 B . a I* i, 100896862
DOB Sign Permit Application »:
Sign Details: y
On-premise _____ OR Off-premise
V
Static sign OR Dynamic-image display sign.|10 10|Number of sign faces __
4. Projecting over the public way __ (Yes or No) If yes, Public Way Use #: 4701 7
p 115 1Q R
Dimensions: Length feet inches Height _____ feet _____ inches
57 0
Total square feet in area: ' feet inches
35 6
Height above grade: feet inches
NORTH
Elevation (side of building or lot where the s|gn will be erected):
a „ ,ct r , . . SHAWMUTWOODWORKINGAND SUPPLY
8. Name of Sign Contractor/Erector: • ' ' •
To be legal, such sign shall comply with all provisions of Title 17 of the Chicago Municipal Code ("Zoning Ordinance") and all other provisions of the Municipal Code governing the permitting, construction and maintenance and removal of signs and sign structures. Failure of the applicant and the applicant's successors to comply shall be grounds for invalidation or revocation of the sign permit.
^w^~ ^ ^ 42
Alderman Ward
DocuSign Envelope ID: 122FF426-B43E-49B8-975D-F956F0331AC7
CITY OF CHICAGO
DEE P/VRTIVIIEIMT OF BUILDINGS
Sign Permit Application
APPLICATION NUMBER
100896862
DRAWINGS D YES ATTACHED Q N0
TYPE OF SIGN PROJECTING SIGN
ADDRESS OF SIGN
35 N STATE ST, 60602-
FT|1010|IN
11
FT
19
SQ FT.
57
LBS
100
TYPE OF PERMIT
NEW CONSTRUCTION (SIGN)
PAYER 01 ANNUAL INSPECTION
HASNI, MICHAEL; 101 ARCH STREET BOSTON, MA 02110 (682)667-5643
SION HEIGHT ABOVE GRADE.KOOF
SHAPE OF SIGN REGULAR
SIGN WILL READ
PRIMA RK
FT
16
SIGN MANUFACTURER
RUGGLES SIGN
TICKET NUMBER
ADDRESS WHERE SIGN CAN BE SEEN PRIOR TO ERECTION
REINSPECTION CONTROL NUMBER
TYPE OF SUPPORT FOR SIGN BEAM
NO OP LAMPS TOTAL WATTAGE
•TYPEOF LAMP
NO OF BALLAST/TRANSFORMERS INPUT OF TRANSFORMERS
CONTRACTOR WILL INSTALL |N| feeder's 1 \| CUSTOMER LEADS
SIGN DOARD SUPPORT MEMBERS
ANNUAL FEE CONSTRUCTION FEE 1017 B FEE TOTAL FEE AMOUNT PAID BALANCE DUE
Check # for Zonina
200.00
200.00 Check # for DCAP
LOCATION OF SWITCH
SIGN LOCATION
NON-ILLUMINATED, BUSINESS ID BLADE SIGN OVERHANGING THE PUBLIC WAY, NORTH ELEVATION (E. WASHINGTON FRONTAGE). SIGN STATES "PRIMARK" DIMENSIONS 2"-l 1.5"L X19'-6"H.
The nn'tlmitrnnl rrrtifv ihm iHh <
LICENSE a E07040
ELECT CONTR' GURTZ ELECTRIC COMPANY ELECTR
ADDRESS 77 W. SEEGERS RD. ARLINGTON HEIGHTS, IL 60005
SUPERVISOR SIGNATURF /——DocuSlgndd by:
•1F APPLICABLE
-58DD303C0576438
The pennit issued on this application wll authorize only signs here applied for. If other signs are to he erected they must be covered by additional permits
City of Chicago
Lori F, Lightfoot, Mayor
Department of Buildings Matthew Bcaudet, Commissioner
ES_PERM_APP_WEB RD12I8
DocuSign Envelope ID: 122FF426-B43E-49B8-975D-F956F0331AC7
TYPE OF BUSINESS
COMMERCIAL Other: RETAIL
COUNCIL/ORDER REQUIRED
LIC#: 468602
Renewal Date:
Projects Over: __ Private Property (Y]Publ'ic Way
is special permission requirbj from chief electrical ? yes
if yes, attach letter of request
__ Planned Development/Manufacturing PMD/PDW:
Zoning District: _DX Other DXI6
TYPE OF SIGN: I | ADVERTISING
Ixl BUSINESS
I | ILLUMINATE ? FLASIIINO
TOTALSTREET FRONTAGE OF LOT (IN FEET)
TOTAL AREA OF NEW SIGN (SQ.FT.)
TOTAL AREA OF ALL SIGNS ON LOT (SQ.FT.)
HEIGHT OF SIGN ABOVE GRADE (TO TOP)
DISTANCE OF CURB LINE OUTER EDGE (ft) DISTANCE OF STRUCTURE INNER EDGE (ft)
DISTANCE FROM (ft):
PUBLIC PARK (OVER 10 ACRES)
EXPRESSWAY (IF LESS THAN 1.000 FT.)
RESIDENCE DISTRICT (ADVERTISING SIGNS ONLY)
IK REPLACEMENT SIGN OR CHANGE OF FACE. WHAT DOES THE EXISTING SIGN: READ?
Original Payee:
Landmark Hold: ? Status:
ZONING (OFFICE USE ONLY)
ES_PERM_APP_WEB RDI218
Page 1 of 3
n SULLAWAY
? ENGINEERING
10815 RANCHO BERNARDO RD., SUITE 260 SAN DIEGO, CA 92198 PROJECTMANAGER@SULUWAYENG.COM PHONE: 1-858-312-5150 FAX: 1-858-777-3534
PROJECT: PRIMARK, SIGN TYPE: EXTERIOR SIGNAGE, TYPE C„35 NORTH STATE STREET CHICAGO, IL PROJECT #: 26832C
CLIENT: RUGGLES SIGN COMPANY
DATE: 07/27/2020 ENGINEER: ET LAST REVISED:
GENERAL NOTES
DESIGN CODE: IBC 2018, CHICAGO BUILDING CODE 2019
DESIGN LOADS: ASCE 7-16
WIND VELOCITY 110.MPH EXPOSURE C
SQ. HSS STEEL ASTM A500 GR. B, Fy = 46 KSI MIN.
PLATE STEEL ASTM A36
ANGLE STEEL ASTM A36
BOLT STEEL ASTM A307, HDG PER ASTM A153, ZP PER ASTM B633
WELDING STRENGTH, Fexx = 70 KSI
9 PROVIDE PROTECTION AGAINST DISSIMILAR METALS
ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION
ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD
12^ X 12" X STEEL PLATE W/ (4) I" 0 THRU-BOLTS
MOUNTING PLATE DETAIL. TYP.
_ . . ,61-005102 V*%
5
EXP. 11-30-20.
Page 2 of 3
SULLA WAY
ENGINEERING
10815 Rancho Bernardo RD., SD, CA 92127 projectmanager@sullawayeng.com Phone: 858-312-5150 Fax- 858-777-3534
PROJECT: PRIMARK, SIGN TYPE: EXTERIOR SIGNAGE, TYPE C DATE: 7/27/20
PROJ. NO.-26832C ENGINEER: ET
CLIENT: RUGGLES SIGN COMPANY
units; pounds, feet unless noted otherwise
Applied Wind Loads; from ASCE 7-16
PnerA. KZ( Pnet30
X= 1,53
Kzr 1.0
V= 110
Area= 26.0
max. height= 45.0
Pn0t30= 20.51
Pnet30= -26.66
(ASCE Fig. 30.4-1) (unless unusual landscape) mph ft*
psf psf
pn8,= 31:38
pnet= -40.79
Pnet=
Governing Tributary Area-Wind Load= Dead Load= arm (WL)= MWL= arm (DL)= MDL* Spacing= Additional tension due WL= Spacing= Additional tension due DL= #bolts= Tu= Vu= dia.= Abolt= Fnt= Fnv= Tn= (j)Vn=
Fv= F'nt= See Above= ATrib=(5,-9.875")*(2'-11.5")+((6.5")* (3"))= WL=Pnet*ATrib= DL=1.2*10psf*ATrib= (6.5")+(35.572)= WL*arm= (6.5")+(35.572)= DL*arm= Sw=
TWL=MWIJspacing/2 bolts= Sd=
TDL=MDL7spacing/2 bolts=
TWL+TDL= (WL/2:bolts)+(DL/2 bolts)=
(0.75*60ksi)= (0.45*60ksi)= Vu/Abolt= 1.3Fnt-Fnt*Fv/$FnvSFnt= *F'nt*Abolt=
psf
ft2
kips
kips
in
k-in in
k-in in
kips in
kips
bolts
kips
kips
in
in2
ksi
ksi
kips
kips
4.0,79 17.36 0.708 0.208 24.25 17.174 24.25 5.052
10 0.859
10 0.253 4
ok ok
1.111 0.458 0.250 0.049 45 27 1.657 0.994
9.336 ksi 38 ksi 1.390 kips ok
Page 3 of 3
SULLAWAY
ENGINEERING
10815 Rancho Bernardo RD SD. CA 92127 projectnianager@sulluwayeng.com Phone: 858-312-5150 Fax. 858-777-3534
PROJECT: PRIMARK, SIGN TYPE: EXTERIOR SIGNAGE, TYPE C DATE: 7/27/20
PROJ. NO.: 26832C ENGINEER: ET
CLIENT: RUGGLES SIGN COMPANY
units: pounds, feet unless noted otherwise
Check for Loads on 3x3x1/8" Sq. Hss (LRFD):
MWL= MDL= Total Moment3 Moment Capacity3 Ratio3
(See Page #2)= 17.174 k-in
(See Page #2)= 5.0522 k-in
Mu=MWL+MDL= 1.852 teft
o>Mn= 4,82 k-ft
Mu/Mn= 0.3843 <1 Ok
0.5
12.00
in
in
b =
arm = M plate = Z= <()Mn=
Check 12x12x0.5" Steel Mounting Plate, A36:
3.5750
in {¦ ^
Max((2*TWL+TDL),(2*TDL+TWL))* arm ="~ 7.043 k-in (TWL &TDL,
btA2/4= 0.750 in3 See Page #2)
*Fy*Z=0.9*36ksi*Z= 16.875 k-in OK
1.0000 in
arm = Mplate = Z= diMn3
Check 2x2x0.375" Steel Angle, A36 for Leg Bendin
b= 2.00 in
T per bolt'arm = btA2/4= $*Fy*Z30.9*36ksi*Z=
0.375 in
1.111 k-in 0.070 in3 2.278 k-in
(For T, See Page #2) OK