SA 2007-1133�t
TSI.
June 7, 2007
Mr. Jim Symons
JGS Permit Service, Inc.
P.O. Box 16659
San Diego, CA 92176
SUBJECT: SIGN PERMIT 2007-1133 (COFFEE BEAN.& TEA LEAF)
Dear Mr. Symons:
The Community Development Department has reviewed and approved your request for signs at
79-024 Highway 111, Suite 101. The approval is subject to the following Conditions:
1. This sign permit grants one permanent internally -illuminated reverse channel letter
signs. The "THE COFFEE BEAN" letter signs are bronze and attached flush to the
fascia. The "LOGO" sign is bronze, and also attached flush to the fascia.
2. The materials, dimensions, and locations for the signs are per the approved plans on
file with the Community Development Department.
3. The sign cannot exceed the square footage total of the sign located on the south
building elevation.
4. A final for the sign will not be granted until the sign on the north building elevation is
removed.
1. have enclosed two stamped approved copies of the plans. One is for your submittal to the
Building & Safety Department and the other is for your records.
Should you have any questions or need additional information, please feel free to contact me at
(760) 777-7125.
Sincerely,
11
YV NEFRANCO
Assistant Planner
C: Building & Safety Department
P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAM131CO • LA QUINTA, CALIFORNIA 92253
(760) 777-7000 -FAX (760) 777-7101
a
Job #
Project
Job Location
DESIGN PARAMETER£
EXPOSURE 'C'
JT ENGINEERING
33336 N. AGLIA DLJI.CE CYN RD #103
AGLJA DLTL OEB CA 91390
JTS 0077 R
Coffee Bean
79-204 Hwy 111 Suite 101
La Quinta, CA
80 MPH
2 Columns
HEIGHT
70 MPH
80 MPH
HEIGHT
0-15
18.70
24.34
7.75
15.20
19.93
25.94
0.00
20-25
.20.99
27.32
0.00
25-30
21.70
28.24
0.100
30-40
23.11
30.08
0.00
4050
25.23
32.83
0.00
60-80
26.99
35.13
0.00
AREA
ARM
PRESS
MOMENT
38.75
4.00
943
3772
0.00
0.00
-0
0
0.00
0.00
0
0
0.00
0.00
0
0
0.00
0.00
0
0
0.00
0.00
0
0
0.00
0.00
0
0
38.75
4.00
943
3772
C.G @
4.00
Eff. MOM. 1886
Eff. Press
472
DATE 1/24!2007
TEL (661) 268-8899
FAX: (661) 268-1936
7
WIDTH
5.00 7
0.00 5'- 0
0.00
0.00
0.00
0.00
0.00
ALUM So' TUBE
1.'5 S0. x
0.125 WALL
TYP.
0
i
a.
I
zxTxx
RECT. ST'L TUBE
TS 2"x1 -1/2x»1/4"
BOLTED TO 31/81/2 ALUM
TUBE WIITHRU BOLTS. TYP.
Footing design
Diameter
1.33 FT
Soil Pressure
100.00 PSF/F r .
S3
384.79 PSF
A
2.16 FT
EMBED.
4.33
Dia=16"
Depth = 4'-6'
Dia=12"
IDepth = 2'-0'
Pole Design
Rect. Srl Tube
MOD. Required
USE
S1 0.79
TS 2" x 1.5" x 114" S=0.911
Sign Purlin
Alum. Sq. Tube
MOD. Required
USE "
S 0.014 1 1.5" Sq. x 0.125 Wall S=0.31
CIT OF U\ QUINTA
13UILDING & SAFEY DEPT.
AppRO ED
FOR CONSTRUCTIO
DAT i `�� BY
IN -E r
JTT N01 I Z- 5RINQ
33336 N. AGUA DULCE CYN RDS #103
AGU& DULCE,, CA 91390
LID
Footing design
Diameter
1.33 FT
Soil Pressure
Job #
S3
JTS 0077_R
A
2.16 FT
Project
4.33
Coffee Bean
Job Location
79-204 Hwy 111
Suite 101
IDia=12"
La Quinta, CA
DESIGN PARAMETER,'
80
MPH
MOD. Required
EXPOSURE 'C'
2
Columns
Sign Pullin
HEIGHT
70 MPH
80 MPH
HEIGHT
WIDTH
0-15
18.70
24.34
7.75
5.00
15-20
19.93
25.94
0.00
0.00
20-25
20.99
27.32
0.00
0.00
25-30
21.70-
28.24
0.00
0.00
30-40
23.11
30.08
0.00
0.00
40-60
25.23
32.83
0.00
0.00
60-80
26.99
35.13
0.00
0.00
AREA
ARM
PRESS
MOMENT
38.75
4.00
943
3772
0.00
0.00
0
0
0.00
0.00
0
0
0.00
0.00
0
0
0.00
0.00
0
0
0.00
0.06
0
0
0.00
0.00
0
0
38.75
4.00
943
3772
C,G @
4.00
Eff. MOM.
1886
Eff. Press
472
LID
Footing design
Diameter
1.33 FT
Soil Pressure
100.00 PSF/FT
S3
384.79 PSF
A
2.16 FT
EMBED.
4.33
Wia=16"
Depth = 4'
IDia=12"
Depth = 2'
Pole Design
Rect. St'l Tube,
MOD. Required
USE
S1 0.79
TS 2" x 1 S=0.911
Sign Pullin
Alum. Sq. Tube
MOD. Required
USE
S 0.014
1 1.5" Sq.x �O125 Wall S=0.31
DATE 1/24/2007
TEL (661) 268-8899
PAY, (661) 268-1936
n
RECT. ST'L TUBE
TS 2"x1 -1/2x"1/4"
BOLTED TO 1-1/2" ALUM
TUBE WITH 3/8'
THRU BOLTS. TYP.
0
I
Z�6
_1 2"
DIA.
CONSOLIDATED
CONC. f'c=2500
#3 BARS 0 12" O.C.
EACH FACE/WAY
3" CLEAR
NTS
f