BSIG2018-002878-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
T�iht 4 �P Qalia
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/4/2018
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
Applicant:
DONCO & SONS INC
4582 E EISENHOWER CIR
ANAHEIM, CA 92807
SIGN/
BSIG2018-0028
46150 WASHINGTON ST ST
604050033
ARCO AM/PM SIGNS
Owner:
ANDEAVOR KESORO
19100 RIDGEWOOD PKWY
SAN ANTONIO, TX 78259
$4,500.00 n
DU Contractor:
DONCO & SONS INC
SEP 0 4 2018 4582 E EISENHOWER CIR
ANAHEIM, CA 92807
CITY OF LAQUINTA DESIGN & DEVELOPMENT DEPARTMENT (714)254-0099Llc. No.: 435616
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 {commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License CllassC10. C45, DD40, B License No.: 4BS616 u
Date: " � l / I O
Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and professions Code) or that lie or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 70315 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are npt Intended or offerEd for Sale. If, however, the building or improvement is sold APPLICANT ACKNOWLEDGEMENT
within one year of completion, the owner -builder will have the burden of proving that IMPORTANT: Application is hereby made to the Building Official for a permit subject to
he orshe did not build or improve for the purpose of sale.). the conditions and restrictions set forth on this application.
(_) I, as owner of the property, am exclusively contracting with licensed contractors 1. Each person upon whose behalf this application is made, each person at whose
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' request and for whose benefit work is performed under or pursuant to any permit
State License Law does not apply to an owner of property who builds or improves issued as a result of this application , the owner, and the applicant, each agrees to, and
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
the Contractors' State License Law.), employees for any act or omission related to the work being performed under or
(_) I am exempt under Sec. B.&P.C. for this reason following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Ad
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is Issued.
r'h I have and will maintaln workers' compensation Insurance, as required by
Sectlon 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: STATE t OPv1PEN TI ,_I>uSl�gR hICE FUND Policy Number: 9113884
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date: 9 f d Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
NTEREST, AND ATTORNEY'S FEES.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon�e
above -mentioned property for inspection purposes.
Date: t i 1 ` Signature (Applicant or Agent)
Date: 9/4/2018
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
Applicant:
DONCO & SONS INC
4582 E EISENHOWER CIR
ANAHEIM, CA 92807
BSIG2018-0028
46150 WASHINGTON ST ST
604050033
ARCO AM/PM SIGNS
$4,500.00
Owner:
ANDEAVOR KESORO
19100 RIDGEWOOD PKWY
SAN ANTONIO, TX 78259
Contractor:
DONCO & SONS INC
4582 E EISENHOWER CIR
ANAHEIM, CA 92807
(714)254-0099
Llc. No.: 435616
---------------------------------------------------------------------------------------------
Detail: REPLACE [2] WALL MOUNTED SIGNS ON ARCO BUILDING. PER CALIFORNIA BUILDING CODES
DESCRIPTION ACCOUNT CITY AMOUNT
BSAS SB1473 FEE 101-0000-20306 0 $1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
DEVICES, FIRST 20
101-0000-42403
0
$26.01
DESCRIPTION
ACCOUNT
CITY
AMOUNT
DEVICES, FIRST 20 PC
101-0000-42600
0
$26.01
Total Paid for ELECTRICAL: $52.02
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/AWNING SIGN, EA ADDITIONAL
101-0000-42404
0
$26.53
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/AWNING SIGN, EA ADDITIONAL PC
101-0000-42600
0
$26.53
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/AWNING SIGN, FIRST
101-0000-42404
0
$26.53
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/AWNING SIGN, FIRST PC
101-0000-42600
0
$93.62
Total Paid for SIGN: $173.21
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
�r r
--•--C'�E'.Ah r.,F"rin• 1')Y:Sli iz'l" --•
PERMIT #
PLAN LOCATION:
Project Address: (50 Wot54 ��� ST
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN#:
ire (Gce 6�) GPM Wale S!` !-, LA/
mewMP�.
Applicant Name: ..
Address:
City, ST, Zip:
Telephone:
Email:
Valuation of Project $
Contractor Name: 000CC, I SOAIS r,4JC
New SFD Construction:
Address: (� Z C C LSFAJ�, f pU&R, C F(1cle
Conditioned Space SF
City, St, Zip N/W 6—PM C Q�(TG7
/ A
Garage SF
7
Telephone: (.(� 79 — C7 V 7g
leS'O
Patio/Porch SF
Email: C UOttL
T-DuAico, Co4i
Fire Sprinklers SF
State Lic: q 3S6 l 6 City Bus Lic:
Arch/Eng Name:
Construction Type: Occupancy:
Address:
Grading:
City, St, Zip
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lic: City Bus Lic:
Property Owner's Name:
New Commercial / Tenant Improvements:
Address:
Total Building SF
City, ST, Zip
Construction Type: Occupancy:
Telephone: -
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
#
Submittal
Req'd
Req'd
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
Donco & Sons,Inc.(714) 779-0099 4582 E. Eisenhower Cir.
(714) 779-0198 Fax VA Signs a lighting • Electrical Anaheim, CA 92807
CA. LICENSE C10-C45-C61 #435616
LETTER OF AUTHORIZATION
June 18, 2018
To: Whom it may concern,
I hereby authorize the following person to obtain permits, and a Business License from the city and to sign
required permit applications on my behalf.
I am properly licensed as required by the State of California. I assume full responsibility under the law for
permits taken by persons authorized to act on my behalf.
This authorization shall continue until your city is notified in writing that such
authorization is cancelled.
Person authorized to sign application and his or her signature
Jesse
kW
Manager, Donco & Sons Inc.
Donco & Sons Inc.
Company Name: Donco & Sons, Inc.
Contractor's State License Number: #435616
Standard Wall Sign Attachment : SIGN LETTERS
—► Sign Area=
A.1 Wind Load: 120 MPH Exp C ( 3 sec Gust) Max_ ht = 20 ft above grade 10 sq. ft.
DL = 5 PSF = 50 lbs ♦ Approx. 50% void
V= 130 mph KZ: = 1.00 Kz = 0.85 (Expo C Table 6-3, ASCE 7-10) KZ: = 1.00 Kd = 0.85
I = 1.00 G = 0.85 (Section 6.5.8.1 ASCE)
Cf = 1.8 Fig 6-20, ASCE Method 2: h=20, s=5, B =5, Therefore s/h = .3, B/s =1
Wind Load: 0.00256 (Kj(KZ,)(Kd)(V^2) (1) (G) (C,,) (A() 40.75039 Say 40 psf
Use 40 psi as wind design load.
A.2 Wind Load / sign = 40x10 =400 lbs ---0 Dead Load/ sign = 50 lbs
Resultant=403lbs (Pull Out)
A.3 Connection of Sign Letters to Wood Studs:
Try 1/4" Screws with 3" lag or Embedment:
Withdrawal resistance = 100 lbs per inch = 300 lbs per screw.
Total withdraw] = 300x3 = 900 lbs. > 403 lbs OK
Use minimum 4 screws . No special inspection required.
Reference: Page Vill-36 Timber Fasteners, Western Wood Use Book.
A.4 Connection of sign letters to Masonry Wall:
Use 1/4" Kwik Bolt 11 Expansion Anchors (Hilti or Equal)
Minlmum Embedment = 2 inches. Use minimum 3 bolts per sign letter.
Tenslon / withdrawal per bolt = 325 lbs. Reference Hilti Deslgn Book
No Special inspection required,
A.5 Connection of Sign letter to Concrete (Hollow or Non Hallow) wall:
Same as AA above.
A.6 Connection of Sign letters to Metal / Steel or ACM wall:
Use Kwik #12 Self Drilling Screws. Use minimum 4 screws per sign letter.
Capacity per Screw= 1.33 x 395 x 4 See Page 165 Hilt) Kwik
= 2101 lbs Self Drilling Screws
4 #12 screws are OK.
A.7 Connection of Sign letters to Stud Wall with Plywood Sheathing:
Use 1/4" diam. Toggled Bolts: Shear per bolt = 85 lbs.
# of bolts needed = 216/85 =2.54
Use minimum 4 bolts per sign letter.
Design Criteria: Each Sign Letter is about 10 sq ft (with 50% Void)
Letters weigh 50 lbs maximum.
Use minimum 4 bolts or 4 self drilling screws per letter.
Kumar Engineering Client:,,
6871 East Kentucky Ave. Donco & Sons Inc. r F� I�' ES
Anaheim, CA 92807 r !�l�
PH/Fax (714)281-7286 Job No. Date `'NO � A.21
4/19/2018 O ���
W No. C27429 i
#i-3C`
ELp. l =a
r4to
moo
Donco & Sons, Inc.
Signs - Lighting - Electrical
4582 E. Eisenhower Cir., Anaheim, CA 92807
Ph: (714) 779-0099 Fx: (714) 779-0198
CA St. Lic. #4-k%l6 C10-C45-C61
CUSTOMER:
TESORO CORPORATION
A 19100 RIDGEWOOD PARKWAY
SAN ANTONIO, TX 78259
AN
(210) 626-7390
L
SIGN PLAN
PROJECT ADDRESS:
ARCO STATION #42644
46150 W. WASHINGTON ST.
LA QUINTA, CA 92253
DATE: 8-22-18
REVISION DATE
1
2
3
4
SCALE: NTS
SHEET NUMBER
2 OF 5
DRAWN: J.D.
ALL RIGHTS RESERVED
All designs & prints are the
exclusive property of
"Donco & Sons, Inc." And
may not be copied,
distributed, modified,
reused, reposited,
reproduced or otherwise
used without express
written permission.
Any un-authorized use or
duplication will result in a
20% charge per occurrence
per the value of the display.
PLANNING APPROVAL
ADMINISTRATIVE
CASE#
EXHIBIT#
INITIAL
DATE
SA2018-0049
d1ores
08/27/2018 10:30:50 AM
• REMOVE TILE, STUCCO AND PAINT
• REMOVE AMPM SIGN
• PAINT ROOF LINE SILVER
INSTALL NEW AMPM CHANNEL LETTERS
PAINT BUILDING (ALL 4 SIDES) — BENJAMIN MOORE —
1033 - HILLSBOROUGH BEIGE
• SILVER PAINT— PROVIDED BY INSTALLER
• AMPM CHANNEL LETTERS - AO13AMPML-LED
EXISTING
SIGN A
73 V8"
4 k
12 114"
251 WT r
13"
SIB SIZED
AMPM CHANNEL ffffERS
PROPOSED
r%
IW10
Donco & Sons, inc.
Signs • Lighting • Electrical
4582 E. Eisenhower Cir., Anaheim, CA 92807
Ph: (714) 779-0099 Fx: (714) 779-0198
CA St Uc. #4W616 C10-C45-C61
CUSTOMER:
TESORO CORPORATION
19100 RIDGEWOOD PARKWAY
SAN ANTONIO, TX 78259
(210) 626-7390
SIGN PLAN
f 1l 7j8"
PROJECTADDRESS:
ARCO STATION #42644
46150 W. WASHINGTON ST.
LA QUINTA, CA 92253
DATE: 8-22-18
REVISION I DATE
1
2
3 L
4
SCALE: NTS
SHEET NUMBER
3 OF 5
DRAWN: J.D.
ALL RIGHTS RESERVED
All designs & prints are the
exclusive property of
"Donco & Sons, Inc." And
may not be copied,
distributed, modified,
reused, reposited,
reproduced or otherwise
used without express
written permission.
Any un-authorized use or
duplication will result in a
20% charge per occurrence
per the value of the display.
REMOVE TILE, STUCCO AND PAINT
PAINT ROOF LINE SILVER
PAINT BUILDING (ALL 4 SIDES) - BENJAMIN MOORE-
1033 - F4U.SBOROUGH BEIGE
• SILVER PAINT- PROVIDED BY INSTALLER
EXIST!'NG
PROPOSED
REMOVE TILE, STUCCO AND PAINT
• PAINT ROOF LINE SILVER
• PAINT BUILDING (ALL 4 SIDES) - BENJAMIN MOORE-
1033 : HILLSBOROUGH BEIGE
• SILVER PAINT- PROVIDED BY INSTALLER
EXISTING
PLANNING APPROVAL
ADMINISTRATIVE
CASE# SA2018-0049
EXHIBIT#
INITIAL
DATE
d1ores
08/27/2018 10:30:57 AM
PROPOSED
r%
IWO
Donco & Sons, Inc.
Signs • lighting • Electrical
4582 E. Eisenhower Cir., Anaheim, CA 92807
Ph: (714) 779-0099 Fx: (714) 779-0198
CA St Lic. #435616 C16-045-C61
CUSTOMER:
vsh
lo
TESORO CORPORATION
19100 RIDGEWOOD PARKWAY
SAN ANTONIO, TX 78259
(210)626-7390
SIGN PLAN
PRO.] ECT AD DRESS:
ARCO STATION #42644
46150 W. WASHINGTON ST.
LA QUINTA, CA 92253
DATE: 8-22-18
REVISION DATE
1
2
3
4
SCALE: NTS
SHEET NUMBER
4 OF 5
DRAWN: J.D.
ALL RIGHTS RESERVED
All designs & prints are the
exclusive property of
"Donco & Sons, Inc." And
may not be copied,
distributed, modified,
reused, reposited,
reproduced or otherwise
used without express
written permission.
Any un-authorized use or
duplication will result in a
20% charge per occurrence
per the value of the display.
r
MATERIAL BREAKDOWN
WHITE (71K)
ModLIBS P/S
A
8.0
M
13.0
CURVE
17.0 1
P
9.0
M
13.0
LED LAYOUT
---
I
12 1/4"
i
1
I
I
2513/16"A.-------
SIGN A
13SQFT
73
r
-UL SECTION
FRONT VIEW
SCALE 1:10
.040" PEARL RETURNS EXISTING WALL
/\ 8' WHIP 12V/DC ATTACH TO
*V SECONDARY POWER SOUF
.063"ALUM. BACKING MFG. & UL
SECTION LABEL
POLYCARBONATE FACE—*
WEATHERPROOF TOGGLE
DISCONNECT SWITCH
LED
LED Power Supply
i BOLT OR ANCHOR
1" PEARL TRIM CAP W/SCREWS r (PROVIDED BY INSTALLER)
1/4" DIA DRAIN HOLES TYP
SECTION DETAIL
PLANNING APPROVAL
ADMINISTRATIVE
CASE# SA2018-0049
EXHIBIT#
INITIAL Bores
DATE 08/27/2018 10:31:02 AM
IL SECTION LABEL
STRAIN REL[!
1EYCO CONNNECTOR
W 1/2" STRAIGHT COJ NNNECTOR
5 " }�
—UL SECTION
LABEL
UL SECTION
"BEL
11 7/8"
I
a
t
O Underwriters ELECTRICALTC USE U.L. SHALLENTS AND M ED
U` Laboratories Inc. Snef
ALL NN.E.C. STANDARDS
E�
ALL ELECTRICAL SIGNS ARE TO COMPLY WITH U.L. 48 AND MFG. & UL
ARTICLE 600 OF THE N,E.C. STANDARDS, INCLUDING SECTION LABEL
THE PROPER GROUNDING AND BONDING OF ALL SIGNS, FLUSH MC
ONLO'crResourceITY GROUP
6135 Dlstria Blvd • Maywood, CA 90270
800.423.4283 • Fax 323.560.7143
Website: www.signresource.com
REVISIONOfRST
II REM DATE I REQUESTED BY UPPn"ED BY
REVISION DESCRIPTION
1. ARCO STATION #42644
46150 W. WASHINGTON ST.
LA QUINTA, CA 92253
PARTS LIST
ITEM DECORATION
A II Mn n r AM I Y n 111 n /'• A r-1
MATERIAL
DATE: 8-22-18
GENERAL
1.TOLERANCE ( UNLESS NOTED)
• GRAPHICS +/-1/8' • FACE SIZE + 1/I6'114"
• CABINET +/-1/B' • VINYL OVERLAP + 1/8'+/ 1/16'
• ALL COPY LEVEL UNLESS NOTED OTHERWISE
2. VIEWING DISTANCE 25' TO 50' UNLESS NOTED OTHERWISE
3. PMS COLOR CALLOUT INDICATES USE OF SPRAYLAT MIX SYSTEM
4. NO DEVIATI ON OR MATERIAL SUBSTffnON WITHOUT ECK
5. ALL ELECTRI CAL SIGNS TO COMPLY WITH UL48
DESCRIPTION
13" AM/PM ILLUMINATED
CHANNEL LETTER SET
(FLUSH MOUNT)
VaMGE CIRCUIT CURRENT DESIG9AD
DRWN BY CHECKED BY
JM.SANCHEZ
CLIENT ARCO
LOMN:
ARCO -VARIOUS
QUZEDATE
VARIOUS 11/08/2016
DfWING%Kr# REV SHEET#
►UNT AO13AMP4VIEDB 5 OF 5
ro mrame.r� ratlrdl�Ynr� d�rY�l. � W. a a.rsil
� �n � Y � �.sn � d �a A +II`� Ydi7 N•S li..l.
1 L
HEIGHT
VARY
4 BOLTS
PER LETTER
SINGLE FACE
SIGN CABINET
BY OTHERS
HEI(
VA!
0
5
SINGLE FACE WALL SIGN ELEVATION
SHEET METAL
ORACNI
FOR WOOD STUD WALL 1
1/4" DIAM. LAG BOLT
BY 3" LONG HEIGHT
(PRE DRILL HOLES VARY
318" DIAM. PER LAGS)
WOOD STUD WALL
SINGLE FACE
SIGN CABINET
BY OTHERS
I
HEIGHT I 1
VARY
I
I ,
1
L-
a
tt
�nX
COW WALL
u
SINGLE FACE
SIGN CABINET
BY OTHERS -
EXISTING STEEL
FASCIA FRAME
k HEIGHT
I VARY
4 - #12 X 1 1/2" L.
TEK SCREWS
SINGLE FACE L'LJ1 j
SIGN CABINET l
BY OTHERS
SHEET METAL FASCIA_
ACM
FOR CONC. WALL: 1/4" DIAM.
HILTI KWIK BOLT II
EXPANSION ANCHORS
2" MIN. EMB.
211
SINGLE FACE
SIGN CABINET
BY OTHERS
SIGN SECTION
WALL SIGN
ATTACHMENT DETAILS
HEIGHT II
VARY
GENERAL NOTES
1. CONTRACTOR SHALLVERIFYALLDIMENSIONS AND CONDITIONS.
2. STRUCTURAL PIPE SHALL CONFORM TO ASTM A501, ASTM A53 GRADE
"B" TYPE E OR S FY = 35 KSI. MIN.
3. STRUCTUALTUBE SHALL CONFORM TO ASTM A500, GRADE "B" FY =
46KSI.
4. STRUCTUALSTEEL SHALL CONFORM TOASTM A36.
5. ALL BOLTS SHALL CONFORM TO ASTMA307 WMASHER U.N.O.
6. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL SHALL
CONFORM TO ICC
7. ALL STEEL LESS THAN '/."THICKSHALLBE GALVANIZED OR USE DOUBLE
COAT OF PRIMER.
8. ALL HOLLOW STEELSECTIONS MUST BE CAPPEDAND WELDED ALL
AROUND TO PREVENT WATER FROM ENTERING THE SECTION.
9. FLAMMABILITY OFALLMATE"RIALSINSIGN SHALL COMPUYWITHICC
1 D. IDENTIFYING NUMBER REQU I RED ON SIGN AND WEIGHT OF SIGN
CLEARLY LABELED.
11. ALL HOLES DRILLED OR PUNCHED.
12, ALL WORKS SHALL CONFORM TO CURRENT ICC
13. SIGNS TO BE 6 FT. HORIZ & 12 FT. VERT. FROM HIGH VOLTAGE WIRES.
14. SIGNS TO BE U.L. LABELED AND COMPLY WITH ART. 600, NFC.
15, SIGNS TO BE ON SPEARATE CIRCUIT WITH UNDERGROUND FEEDER. .
16. PROVIDE PEDESTRIAN PROTECTION DURING SIGN ERECTION PER ICC
17. STRUCTURAL ALUM., 6061-T6, FIz19000.PS1.
18, RED HEAD TRU BOLT WEDGE ANCHORS PER ICBC #ER-1372,'INSTALL
PER MANUF SPECIFICATION.
19. HILTI HY 150 EPDXY ADHESIVE PER ICBO 5193 INSTALL PER MANUR
SPEC.
20. DESIGN WIND LOAD 120 MPH EXP. "C" (3 SECOND GUSTS)
1/4" DIAM.
TOGGLE BOLTS
PLYWOOD
SHEATHING
STUD WALL Wl
PLYWOOD SHEATHING
FOR CMU WALL: 1/4" DIAM.
HILTI KW]K BOLT 11
EXPANSION ANCHORS
2" MIN. EMB.
211
DESIGN CRITERIA
EACH SIGN LETTER IS ABOUT 10 SQ. FT.
° SIGN LETTER WEIGHTS 50LBS. MAXIMUM.
USE MINIMUM FOUR BOLTS PER LETTER.
CM.0 WALL
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DATE: 1-03-OB
REVISION
2
31
SCALE:
NTS
SHEET NUMBER
1 OF
N& C-274.29 r