07-2986 (SIGN)a
P.O. BOX I504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 07-00002986
Property Address: 79124 HIGHWAY 111
APN:• 649'820 -021 -
Application description: SIGN
Property Zoning: REGIONAL COMMERCIAL
Application. valuation: 4076
Applicant:
Architect or E
< W
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: C45_ License No.: 776822
�lDa�te:I ont`_ actor:
�� \\�7 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 he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$5001.:
(_ 1 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 not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , BAP.C. for this reason
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 Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/21/07
Owner:
III VENTURE
74333 HIGHWAY 111 STE.207
PALM DESERT, CA 92260
Contractor:
CUMMINGS INC THE INT'L SIGN SV
1495 COLUMBIA AVENUE
SANTA ANA, CA 92705
(951)248-1130
LiC. No.: 776822
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.
I have and will maintain workers' compensation insurance, as required by Section 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 ARCH INS CO Policy Number 11WC14927402
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 forthwith comply with tho provisions.
D�at App icaaantt:
wA NINE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or 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.
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 county to enter upon the above-mentioned property for i spection purposes.
Dale: i�, Sig
nature-IAPPlicant_or Agen�: ��
Application Number•
07-00002986
;j Permit.
ELEC-ELECTRICAL SIGN
Additional desc .
•Permit.Fee
30.00
Plan Check Fee
.00
Issue Date
Valuation
0 -
Expiration Date
5/19/08
f Qty Unit Charge
Per
Extension
BASE'.FEE
_
15.00
1.00 15.0000
EA ELEC SIGN
1ST CIRCUIT
15.00
Permit . . .
SIGN PERMIT
Additional desc .
Permit Fee . . . .
72.00
Plan Check Fee
46.80
Issue Date . . . .
Valuation . .
4076
Expiration Date
5/19/08
Qty -Unit Charge
Per
Extension
BASE FEE
45.00 .
3.00 9.0000
THOU BLDG 2,001-25,000
27.00
----------------------------------------------------------------------------
Special Notes and Comments
4 ILLUMINATED BUILDING SIGNAGE (1 @ EACH
ELEVATION) 2001 CBC,
2004 CEC, 2005
ENERGY. SIGN PERMIT 2007-1188
'
----------------------------------------------------------------------------
Other Fees . . . .
. . . . ACCESSIBILITY"PLAN
REVIEW
4-.68
STRONG
MOTION (SMI) - COM,
.85
Fee summary Charged Paid
-------------------------------------
Credited
Due
Permit Fee Total'
102.00
--------------------
.00 .00
102.00
Plan Check Total
46.80
.00 .00
46.80
Other Fee Total
5.53
.00 .00
5.53
Grand Total
154.33
.00 .00
154.33
LQPERMIT
e "L
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TUBE FRAME TOP RAIL
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AWNING FRONT VIEWELEVATION
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GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS.
�2. STRUCTURAL PIPE SHALL CONFORM TO ASTM A501, ASTM A53 GRADE "B" TYPE ate\
EfOR S FY = 35 KSI. MIN.
STRUCTURAL TUBE SHALL CONFORM TO ASTM A500, GRADE "B" FY = 46KSI. r
/. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36.
V ALL BOLTS SHALL CONFORM TO ASTM A307 W/WASHER U.N.O.
✓6 WELDING SHALL CONFORM TO AISC SPECS OR 2003 IBC AND PERFORMED v
BY CERTIFIED WELDER USING ARC PROCESS E70XX. ELECTRODES. SHOP WELDS
BY APPROVED 'FABRICATOR. CONTINUOUS INSPECTION REQUIRED FOR ALL
VFIELD WELDING.
7. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL SHALL
✓CONFORM TO AISC SPECS.
8. ALL HOLLOW STEEL SECTIONS MUST BE CAPPED AND WELDED ALL AROUND
TO PREVENT WATER FROM ENTERING THE SECTION.
Vd ALL STEEL LESS THAN 1/4" THICK SHALL BE GALVANIZED OR USE DOUBLE.
// COAT OF PRIMER.
✓10. FLAMMABILITY OF ALL MATERIALS IN SIGN SHALL COMPLY WITH
CHAPTER 4 OF IBC 2003.1'
L� 1. IDENTIFYING NUMBER REQUIRED ON SIGN AND WEIGHT OF SIGN CLEARLY
�s/ LABELED.
uf2. SOIL TYPE ASSUMED -SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL
AND CLAYEY GRAVEL, ALLOWABLE LATERAL BEARING PRESS. 100 LBS./SQ. FT/FT.
j3/CONC. TO HAVE MIN. ULTIMATE COMPRESSIVE STRENGTH OF -2500 PSI. -
@ 28 DAYS FOR SULFATE RESISTANCE ONLY AND SHALL BE POURED AGAINST t
UNDISTURBED SOIL. (NO FORMS.) U
14. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C-33
WITH MAX. SIZE OF 3/4" COARSE AGGREGATE
15. CONCRETE MIXING SHALL CONFORM TO ASTM C-94 V .
L,6. ALL HOLES -DRILLED OR PUNCHED.
17. ALL WORKS SHALL CONFORM TO 2003 EDITION OF IBC. \
j/8. ENGINEER IS RESPONSIBLE ONLY FOR THE STRUCTURAL INTEGRITY OF THIS
PROJECT. ANY AL.T.ERATION WILL VOID THESE PLANS.
19. REINFORCING STEEL SHALL COMPLY WITH ASTM A-615, GRD. 60, DEFORMED. N
20. SIGNS TO BE 6 FT. HORIZ. & 12 FT. VERT. FROM HIGH VOLTAGE WIRES.
21. SIGNS TO BE U.L. LABELED AND COMPLY WITH ART. 600}, NEC.
22. SIGNS TO BE ON SEPARATE CIRCUIT WITH UNDERGROUND FEEDER.
23. PROVIDE PEDESTRIAN PROTECTION DURING SIGN ERECTION.PER SEC. 3306, IBC.
24. STRUCTURAL ALUM. $061-T6, Fb=19000. PSI.
25. RED HEAD TRU BOLT WEDGE ANCHORS PER ICBO k -ER -1372,
INSTALL PER MANUF. SPECIFICATION.
. HILTI HY 150 EPDXY ADHESIVE PER ICBO 5193 INSTALL PER MANUF. SPEC.
27-. HILT.I KWIK BOLT -II PER ICBO 4627 INSTALL PER MANUF. SPEC.
28 PREDRILL ALL HOLES 1/8"0 SMALLER THAN DIAMETER OF LAG SCREWS AND
COVER WITH MASTIC.
29. DESIGN WIND LOAD 70 MPH EXP, "C".
PANERA BREAD STORE # 1 254
HIGHWAY 3 AT ADAMS ST.
LA QUINTA ;CA
SHEET NO.:
I OF I
CLIENT:
CUMMING5 SIGNS
JOB NO.:
5 1 5(5-X
DATE:
11/2/07
.Inland Engineering
And Consulting, Inc.
4883 E. LA PALMA AVENUE, SUITE 501-A, ANAHEIM, CA 92807
Tel: (714)777-7700 FAX: (714)777-7773
Ew
F
.
Z -CL IP (TYP.)
@ Ie. O.C.
6j
.R
(f.
i
L_
�F
CONT. I "X50. x 1/8•
Z -CLIP (TYP.) ALUM. TUBE '
@ 16. O.C.
AWNING FRONT VIEWELEVATION
t
d
ev�IDX� 0atDl _SII&&.
(E) PLYWOOD 5MT'G
(E) 2x STUD
@ I C. O.C.
VYa 0x4°LONG
�V/ LAG 5CREW
MOOD STUD WALL
�-
rev
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS.
�2. STRUCTURAL PIPE SHALL CONFORM TO ASTM A501, ASTM A53 GRADE "B" TYPE ate\
EfOR S FY = 35 KSI. MIN.
STRUCTURAL TUBE SHALL CONFORM TO ASTM A500, GRADE "B" FY = 46KSI. r
/. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36.
V ALL BOLTS SHALL CONFORM TO ASTM A307 W/WASHER U.N.O.
✓6 WELDING SHALL CONFORM TO AISC SPECS OR 2003 IBC AND PERFORMED v
BY CERTIFIED WELDER USING ARC PROCESS E70XX. ELECTRODES. SHOP WELDS
BY APPROVED 'FABRICATOR. CONTINUOUS INSPECTION REQUIRED FOR ALL
VFIELD WELDING.
7. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL SHALL
✓CONFORM TO AISC SPECS.
8. ALL HOLLOW STEEL SECTIONS MUST BE CAPPED AND WELDED ALL AROUND
TO PREVENT WATER FROM ENTERING THE SECTION.
Vd ALL STEEL LESS THAN 1/4" THICK SHALL BE GALVANIZED OR USE DOUBLE.
// COAT OF PRIMER.
✓10. FLAMMABILITY OF ALL MATERIALS IN SIGN SHALL COMPLY WITH
CHAPTER 4 OF IBC 2003.1'
L� 1. IDENTIFYING NUMBER REQUIRED ON SIGN AND WEIGHT OF SIGN CLEARLY
�s/ LABELED.
uf2. SOIL TYPE ASSUMED -SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL
AND CLAYEY GRAVEL, ALLOWABLE LATERAL BEARING PRESS. 100 LBS./SQ. FT/FT.
j3/CONC. TO HAVE MIN. ULTIMATE COMPRESSIVE STRENGTH OF -2500 PSI. -
@ 28 DAYS FOR SULFATE RESISTANCE ONLY AND SHALL BE POURED AGAINST t
UNDISTURBED SOIL. (NO FORMS.) U
14. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C-33
WITH MAX. SIZE OF 3/4" COARSE AGGREGATE
15. CONCRETE MIXING SHALL CONFORM TO ASTM C-94 V .
L,6. ALL HOLES -DRILLED OR PUNCHED.
17. ALL WORKS SHALL CONFORM TO 2003 EDITION OF IBC. \
j/8. ENGINEER IS RESPONSIBLE ONLY FOR THE STRUCTURAL INTEGRITY OF THIS
PROJECT. ANY AL.T.ERATION WILL VOID THESE PLANS.
19. REINFORCING STEEL SHALL COMPLY WITH ASTM A-615, GRD. 60, DEFORMED. N
20. SIGNS TO BE 6 FT. HORIZ. & 12 FT. VERT. FROM HIGH VOLTAGE WIRES.
21. SIGNS TO BE U.L. LABELED AND COMPLY WITH ART. 600}, NEC.
22. SIGNS TO BE ON SEPARATE CIRCUIT WITH UNDERGROUND FEEDER.
23. PROVIDE PEDESTRIAN PROTECTION DURING SIGN ERECTION.PER SEC. 3306, IBC.
24. STRUCTURAL ALUM. $061-T6, Fb=19000. PSI.
25. RED HEAD TRU BOLT WEDGE ANCHORS PER ICBO k -ER -1372,
INSTALL PER MANUF. SPECIFICATION.
. HILTI HY 150 EPDXY ADHESIVE PER ICBO 5193 INSTALL PER MANUF. SPEC.
27-. HILT.I KWIK BOLT -II PER ICBO 4627 INSTALL PER MANUF. SPEC.
28 PREDRILL ALL HOLES 1/8"0 SMALLER THAN DIAMETER OF LAG SCREWS AND
COVER WITH MASTIC.
29. DESIGN WIND LOAD 70 MPH EXP, "C".
PANERA BREAD STORE # 1 254
HIGHWAY 3 AT ADAMS ST.
LA QUINTA ;CA
SHEET NO.:
I OF I
CLIENT:
CUMMING5 SIGNS
JOB NO.:
5 1 5(5-X
DATE:
11/2/07
.Inland Engineering
And Consulting, Inc.
4883 E. LA PALMA AVENUE, SUITE 501-A, ANAHEIM, CA 92807
Tel: (714)777-7700 FAX: (714)777-7773
Ew