09-0625 (SIGN)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:
Property Zoning:
Application valuation:
Applicant:
09-00000625
78932 HIGHWAY 111
643-080-009-11 -000000-
SIGN
REGIONAL COMMERCIAL
5000
c&ht 4 4& Q"
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
TACO BELL CORP
C/O TBC TAX NO
P O BOX 35370
LOUISVILLE, KY
009454
40232
Contractor:
IMPERIAL SIGN CO, INC.
46120 CALHOUN STREET
INDIO, CA 92201
(760)347-3566
Lic. No.: 207136
VOICE (760) 777-7012
FAX (760) 777-7011
S ECTIONS (760) 777-7153
'U^ te: 7/02/09
-----------------------------------------------------------------------------------7-------------
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business a d Professionals Code, and my License is in full force and effect.
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: C45 D38 C1 License No.: 207136
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
• Date: �1 / /r/ 7 `7 tractor:,
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
T7T�
Code, for the performance of the work f6r which this permit is issued. My workers' compensation
• NER-BUILDER DECLARATION
insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
Carrier H2 INS Policy Number WC001290468
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, if I should become subject to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
3700 of the Labor Code Zall forthwith cmply with t ose provisions.
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 IS5001.:ate:
plicant:
(_ 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
WARNING: FAIL RE TO SECURE WORKE ' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
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 I, 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. , B.&P.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: F
Lender's Address: f't'
LQPERMIT
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. 1 agree to comply with all
city and my ordinances and state laws relating to building construction, and hereby authorize representatives
of th' ounty to enter upon eabove-mentioned property fo 'nspection purposes.
p
ate: � C>/ gnature (Applicant or Agent):
Application Number . . . . . 09-00000625
Permit . . . BUILDING PERMIT
Additional desc . --
Permit Fee . . . . 72.00 Plan Check
Fee
46.80
Issue Date . . . . Valuation
. . .
. 5000
Expiration Date 12/29/09
Qty Unit Charge Per
Extension
BASE FEE
45.00
3.00 9.0000 THOU BLDG 2,001-25,000
----------------------------------------------------------------------------
27.00
Permit . . . ELEC-ELECTRICAL SIGN
Additional desc .
Permit Fee . . . . 30.00 Plan Check
Fee
.00
Issue Date . . . . Valuation
. . .
. 0
Expiration Date . . 12/29/09
Qty Unit Charge Per
Extension
BASE FEE
15.00
1.00 15.0000 EA ELEC SIGN 1ST CIRCUIT
15.00
----------------------------------------------------------------------------
Special Notes and Comments
INTERNALLY ILLUMINATED MONUMENT MENU
BOARD SIGN, PER SA#2009-1380. 2007 CODES
"TACO BELL"
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
ENERGY REVIEW FEE
4.68
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 5.68 .00
.00-
5.68
Grand Total 154.48 .00
.00
154.48
LQPERMIT
Bin #
Qty of La Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
lProject Address: C[
Owner's Name:
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
ontractor:
Telephone:
Address:
Project Description:It— WVA YJ ZJk
City, ST, Zip:
Telephone:
State Lic. #
City Lic. mi
Arch., Engr., Designer:
StAn
V
Address:
City.,7, Zip:
Telephoner
oct A
State Lic. #:
Name of Contact Person:Stories:
— \
Construction Type: Occupancy:
Project type (circle one New Add'n Alter Repair Demo
Sq. Ft.:
I
I # Units.:
Telephone # o . f Contact Person:
Estimated Value of Project: Z5
APPLICANT: DO NOT WRITE. BELOW THIS LINE'
#
Submittal
Req'd
ItWd
TRACKING
PERMIT FEES
Plan Sets.
Plan Check submitted
IW
Item Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Ba I lance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
...Grant Deed
Plans picked up.
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
3rd Review,.ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
I A.I.P.P,
Pub. Wks. Appr
Date of permit issue
School Fees
-T
Total Permit Fees
t
STRUCTURA TEC�4NOLOG-T' CO SULTANTS INC.
1821 CONVOY COURT, SUIT 406 SAN -
R , E DIEGO, CA 92111 PHONE 1858) 218-2400 FAX 1858) 218 2424
PROJECT: TACO BELL, 18-932-HWY II, LA QUINTA, GA SHEET: I OF 5
PROJ. NO.: 1415-08 DESIGNER: LR DATE: 05-22-09
CLIENT: IMPERIAL SIGN COMPANY, INC.
CODE: 2001 CBG / 2006 IBC
WIND: BASIC WIND = 85 MPH 3 SEC. GUST
EXPOSURE = C
DESIGN WIND PRESSURE: SEE SH. 3
11-8111
r-
"3 TIES
TOP 4 9 3" O.G.
BAL. 9 12" O.G.,
I� I l6)-#4 VERT.
° BARS
2'-0"0
� E� LEVATION
N
NHUT I
JUN 16 2009 IUI
GENERAL NOTES FOR POLES AND FOOTING:
I. CONCRETE DESIGN AS F'c=2500 PSI.
SPECIAL INSPECTION NOT REQUIRED.
2. TUBE STEEL ASTM A500 GRADE B.
3. ROLLED STEEL ASTM A36.
4. SIGN CABINETRY SHALL BE FABRICATED IN THE
SHOP OF AN APPROVED FABRICATOR.
5. SOIL PASSIVE PRESSURE BASED ON 2001 CBC
TABLE 1804.2 CLASS 5 OR BETTER. SPECIAL
INSPECTION NOT REQUIRED. (IF SOFT OR SANDY
SOIL, COLLAPSING OR UNSTABLE SOIL, ORGANIC
MATERIALS OR GROUNDWATER ARE
ENCOUNTERED, IMMEDIATELY CONTACT THE
ENGINEER OF RECORD FOR ADDITIONAL
FOUNDATION REQUIREMENTS.)
6, SITE IS NOT SUBJECTED TO WIND SPEED-UP
EFFECT (Kzt <_ 1.0) AS DEFINED IN SECTION 6.5.1.2
OF ASCE 1-05. CONTACT ENGINEER OF RECORD
IF SUCH EFFECTS ARE PRESENT.
1. HEADED ANCHOR BOLTS ASTM F1554.
8. REINFORCING STEEL ASTM A615, GRADE 60.
9. PROVIDE 3" MIN. CLEAR CONCRETE COVER ON
ALL STEEL EMBEDDED IN CONCRETE FOOTING.
10. PROVIDE SLOPE AWAY FROM BASE OF POLES.
6"
Q
3/16
t
o _,.
IE 3/4� x9 X36"
L."
MN�EM4BEDMEBASE
RB
DETAIL
S
TYP.
'c. 09
TYPICAL SADDLE
CDETAIL
&TRUCTUR* TEGHNbL0G ' C*5ULTANTS INC.
1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218-2400 FAX (858) 218-2424
PROJECT: TACO BELL, 18-932-HWY II, LA QUINTA, CA SHEET: 2 OF 5
PROJ. NO.: 1415-08 DESIGNER: LR DATE: 05-22-09
CLIENT: IMPERIAL SIGN COMPANY, INC. .
DE5I6N CODE- CBG 2007
units; pounds, feet u.n.o.
WJ.ND (wind governs design)
v 2.14 Basic Wind Speed:
85
Exposure
C
Design Wind Pressures (psf)
Heights; 15 18.17 ,
Area Force Arm
Moment
3.7 66 0.7
44
44.7 813 4.2
3450
9.5 172 8.0
1370
57.9 1051
Footing Design
4864
CBC Table 1804.2 6 Sec. 1804.3.1
Footing Type: round
Soil Pressure(100x2): 200
b= 2.00
S1=Sxd/3
S1=391
A=2.34xP/(SI xb)
A= 3.15
d =0.5xA (1+ (1+4.36x h/A) ".5)=
5.86
Formula Per CBC Section 1805.7.2.1
Footing*size: 2'-0" DIA. x 6'-0''
Depth
Column Design
Tube Steel - ASTM A500 GRADE 8
Moment at base (#-f t):
4,864
Required S (in3):
2.1
5 = Moment x 12 /
(1*27600)
H M S req'd. Size (in)
lbs / ft ' t (in) 5
0.0 4,864 2.1 3.5
8.2 0.188 2.3
Use: Steel Tube HSS 6x3x3/16,
S = 3.03 in3
&TRUCTURAO TECHNOLOG"' - C45ULTANTS INC.
1821 CONVOY C - -
COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 2l8 2400 FAX C858J 218 2424
PROJECT: TACO BELL, 18-932-HWY II, LA QUINTA, CA SHEET: 3 OF 5
PROJ. NO.: 1415-08 DESIGNER: ' LR DATE: 05-22-09
CLIENT: IMPERIAL SIGN COMPANY, INC.
ASCE 7-05 Wind loads
6.5.14
F=qz*6*Cf*As
KZ
qz
6.5.10
qz = 0.00256*Kz*Kzt*Kd*V"2*I
psis
(.T
pressure
Kzt= 1.0 (unless unusual landscape)
I=
1 for structural category II
0.85
Kz= table 6-3
Exposure
C
1.32
Kd= 0.85 for signs
I=
500 (constant for Lz. Table 6.2)
2
V= 85 mph
e=
0.2
6.5.8
6=0.925 ((1+1.7*gq*Iz*Q)/(1+1.7*gv*Iz)) or 0.85
c=
0.2
18.17
iz=c*(33/z)"(1/6)
.3
8.74
0.85
z=max(0.6*h, zmin)
0.85
0.67
1.32
zmin= 15
18.17
172
gv= 3.4
gq= 3.4
Q=sgrt(1.0 / (1+0.63*(B+h)/Lz)"0.63 )
Lz= 1*(z/33)"e
sign
elem. *t
n
KZ
qz
u
sin
psis
(.T
pressure
r
1
1.33
0.85
13.36
0.85
0.67
1.32
1.60
18.1766
2
7.16
0.85
13.36
0.85
0.67
1.32
1.60
18.17
813
.3
8.74
0.85
13.36
0.85
0.67
1.32
1.60
18.17
172
sum: 10!
i
STRUCTUR TECHN0L0(:3 - C605ULTANT5 INC.
1821 CONVOY COURT SUIT I - -
E 406SA N DIEGO, GA 92111 PHONE 1858) Zl8 2400 FAX 1858) 218 2424
PROJECT: TACO BELL, 18 -932 -WHY 11, LA QUINTA, CA SWEET: 4 OF 5
PROJ. NO.: 1415-08 DESIGNER: LR DATE: 05-22-09
CLIENT: IMPERIAL SIGN COMPANY, INC.
X
Bearing Pressure
Maximum Bearing 1.293 ksi
Max/Allowable Ratio .616 ASCE 5 (a)
(ABIF = 1.000)
1.293
(ksi)
0.
Base Plate Stress
9 in Maximum Stress 14.2 ksi
Max/Allowable Ratio .526 ASCE 7
Plain Base Plate Connection (ASIF = 1.000)
Base Plate Thickness :.75 in
Base Plate Fy : 36. ksi 14.2
Bearing Surface Fp :2.1 ksi (ksi)
Anchor Bolt Diameter :.75 in 80.
Anchor Bolt Material : A307
Anchor Bolt Fu : 60. ksi ��t
Column Shape : HSS6X3X3
Design Code : AISC ASD
Pullout Code : ACI 2005
Anchor Bolts
Bolt X (in) Z (in) Tens.(kl Vx (kl V7 (kl Ft (ksil ft (ksil Fv (ksi) fu /ksil I Initv
rnmhinatinn
1
3.
3.
4.229
0.
-.263
20.
N.A.
10.
N.A.
.479 T)
ASCE 7
9
2
3.
-3.
4.229
0.
.263
20.
N.A.
10.
N.A.
.479 T
ASCE 7
10
3
-3.
-3.
4.229
0.
.263
20.
N.A.
10.
N.A.
.479 T
ASCE 7
10
4
-3.
3.
4.229
0.
-.263
20.
N.A.
10.
N.A.
479 T
ASCE 7
9
Loads
P (k) Vx (k) Vz (k) Mx (k -ft) Mz (k -ft) Reverse
DL .579 1 1 1 1 1 No
V 1 1 1.051 1 4.864 1 1 Yes
The documentation preparer hereby certifies that the dopa tion is accurate and complete.
EsN#AnCiKAthFiOFt
The Princt al hti
A u9 ng Designer, hereby certifies t the p sed o .00rXighting and signs design represented in this set of cons 'coon _ .. m is
is consistent with the other compliance forms a w sheets, the specifications; and
application. The proposed tiutlding has been designed to meet the li htin wdh-any-other calculations submitted-with-this'permit
lighting requirements contained in the applicable parts of Sections 1'10, 119,130 .
through 132. 446, and 149 of Titie 24, Part 6. Please ✓ one:
❑' I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person
responsible for its Preparation; and that I am licensed in the State of Cafifoinia: as a civil engineer or electrical engineer; or 1 am a licensed.
architect
❑ I am*" that 1 am eligible under -the provisions of Division 3 of the onsible for its Business and Professions. Code by section 5537.2 or'6737.3 to sign this
document as the person resppreparation; and that 1 am a licensed contractor performing this work.
❑ I affirm that 1 am eligible under -the provisions of Division 3 of the Business and Professions Code to sign this document because it:
structure or type of work described as exempt Pursuant. to Business'and Professions Code Sections 5537,5538 and 6737.1. pertains to a
sections.of the Business. and Pro .,_ a are rimed in fulFm the Nonresl aLManuaL
PRINCIPAL U NG QFSJ
C
.-sem_ ..� _. _ SY'% i $ .� i
INSTRtIExIpNS. Lp,gppUCANT OUTDOO NG COMPLIANCE & WORKSHEETS'(-/ box if wofthoot,is ineludod)
For detailed instrtrdions on the use of this and all Energy Effaency Standiin: s comp/ianee formas,. please refer to'the Nonresidential
Manual published by the Califomia Energy Commission.
❑ OLTG-I-C Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2' may be
incorporated in. schedules on the plans.
Either CTG -1 -C or`OLTG-I-C may be used for'signs as follows: -
1. Use LTGA -C. if-the•projed consists solely of indoor signs
2. Use LTG -1-C if the project consists of indoor lighting, and outdoor -or indoor signs'. but no other outdoor lighting.
3. Use OLTG-I-C if the project consists solely of outdoor signs
4. .Use OLTG-I-C if the project consists of outdoor lighting, and indoor or outdoor signs, but no other indoor
li htin
❑ OLTG-2-C • LIGHTING COMPLIANCE SUMMARY. Applicable Parts required for ALL outdoor lighting allowances.(Exoept for
Si ns
X0LTG-4_C
3-C AREACALCULATIONS WORKSHEETS. Applicable parts required.for.al1.outdoor area calculations.
... SIGN LIG tHt3 COMPLIANCE. Required for 911 intemally and externally illulnir)ated sigp.$, for both indoor and
outtloorsi ras .._._ .
2005 Nonresidential Compliance Forms
April 2005
CERTIFICATE OF COMPLIANT -P [Dorf I r,f'11 ni T[._1_['_
PROJECT NAME �- ^• _ � - • -/ - - - - - -
Wghting Sch.edules'on Plans Show that Outdoor Lighting Meets Allowed Lighting Power
Lighting power allowances for general site illumination- on OLTG-2-C Part 1 of 4
❑ Not Applicable
❑ LL' ghting power allowances for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4
plicable
ighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4.
❑ Applicable
Lighting power allowances. for vehicle service station canopies on OLTG-2-C Part 4 of 4 `
❑ N pplicable
. Sign lighting compliance on OLTG-4-C
❑ Not -Applicable
Mandatory Measures on Plans Show that Outdoortighting Meets Outdoor Lighting Controls and Equipment
Indicate location on plans of Note Block for Mandatory Measure
❑, In tailed lighting power has been determined in accordance -with § 130(c)l
l� Not Applicable
❑ All permanently installed luminaires with. lamps rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are
contr led by a motion sensor § 132(a)
L� Not Applicable .
❑ All Luminaires with lamps rated greater than 175'watts in hardscape areas, including parking lots, building entrances, canopies, and
all outdoor sales areas meet the Cutoff Requirements of § 132(b)
Ly' Not Applicable
❑ All ermanently installed outdoor lighting meets the Control Requirements of § 132(c)1
_.
of Applicable
Buillgg facades, parking'lots, garages, canopies, and outdoor sales. areas meet the Multi -Level Lighting Requirements of § 132(c)2
N
'Not Applicable
MANDATORY AUTOMATIC CONTROLS
CONTROL LOCATION CONTROL CONTROL TYPE AREA CONTROLLED NOTE TO,
IDENTIFICATION Auto Time. SwitchlPhotosensor, etc FIELD
S'
`al -)a
c .
2005 Nonresidential Compliance Forms
April 2005.
to
O
N
tX
Q
w
Electronic Ballasts with.
rq
Output Frequency of
I 0
20kHz or more
E
y
CFLS not containing
•a
o
tY
Medium Screw Base
t m
Sockets
o
Z(0
Barrier Coat Fluorescent
w U
O c
C1
. Lamps (includes most T5
o
L
and T8 lamps)
in
a
Light Emitting Diode
W
o .0_
(LED)
3 3
O
Neon and Cold Cathode'
u-
e
_�
o
Z
Pulse Start or Ceramic
_
M o x
c '� v
Metal Halide
+�
CIS
3
U
U'
High Pressure Sodium
N ar
3'
to >
!
is G Smaller than K?
YJN
C
Co
Y
;�
Total Designed
W
) a ro
c
U
Sign Input watts
o
6 3
ur .
'
Number of Ballasts
N C N
y
In Signs
=
M
n 0 %
=°
. Number of OR
3
a y ,
_
Cd
Lineal Feet oi. Lamp
N
coma � W
vi
') E
'
o3.
E
3
U U O
s
J
Lamp Type
a
0 c. a°i
c
a1
Vl
OS
L C 3
t N
Allotted Wafts
c Li c
•-
(D X F)
arar
N
(D
>
m .
c
C
0 (6
f°
Allotted LPD
E
c o%'
w
du_
(12 or 2.3)
3
rn of
Q
(W ff?)
UInfernally
z
J
to
(I) OR
° Externally (E)
Co m
pr c
Q.
Q Illuminated
E..3
o
= _
a
m'
Sign Area (ft2)
o
m Y
w
N
C U C
� O �
O
3
W
U
o
6
=
(4W
U100
(
U'
coma
a0 , C
=1
Z
c a) m
1-
J.
�, �
E E
=Q��°CL
— c
'o
Quantity
jode
Wy
:m
a) CL=CaONo
Q
Sign Symbol
W
a?
a
u.
,
Z N 3
to
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tX
Q