HomeMy WebLinkAboutPS 94-41; Hoehn Mercedes Benz; Sign Permits/Programs (PS)City of Carlsbad
2075 Las Palmas Drive
Carlsbad, CA 92009
(619) 438-1161
PlANNING mAPC4
REC'D BY
SIGN PROGRAM FEE -
RECEIPT NO. . ~~~
PLANNING DEPARTMENT
FUWEW FOR SIGN PERMITS
All plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and sign elevations containing the following information:
1. North arrow and scale.
2. Location of existing buildings or structures, parking areas, and vehicular access
points to the property.
3. Location of all existing and proposed signs for the property.
4. Distance to the property line(s) for all proposed freestanding signs.
5. Provide an elevation for all proposed signs which specifies the following:
A. Dimensions and area for all existing and proposed signs.
B. Materials the sign(s) will be constructed of.
C. Proposed sign copy.
APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS, A COMPLETED APPLICATION
FORM, AND THE APPLICATION FEE.
- ASSESSOR PARCEL NUMBER: A19 - D 6b - /9
RELATED PLANNING CASE NUMBER(S):
SIGN TYPE:' mommercial (l~) Industrial (c) Residential
(d) Real Estate (e) Freeway (f) Marquee
(g) Community identity (h) Service Stn. Prices (i) Campaign
SIGN PROGRAM AND/OR
SPECIFIC PLAN CRITERIA Yes - No - SPECIFIC PLAN NUMBER
VILLAGE REDEVELOPMENT AREA Yes - No - **REQUIRES VR APPROVAL
SIGN ORDINANCE: Yes - No -
COASTAL ZONE: Yes - No /COASTAL PERMIT Yes - No -
FRMOOOlO 8/92 Page 1 of 2
EXISTING SIGNS: Number - Size (in square feet)
(a) Pole 2 - - +ob4 enwvpf e) Monument -
(c) Wall - .y - 4 73Af kLwnoiTd
PERMITS ISSUED FOR EXISTING SIGNS: Yes I/ No - Date
TOTAL BUILDING STREET FRONTAGE ft.
TOTAL SIGNAGE ALLOWANCE sq. ft.
EXISTING SIGNAGE (SQ. FT.) sq. ft.
REMAINING SIGN ALLOWANCE AT PRESENT sq. ft.
PROPOSED SIGNAGE (SQ. FT.) sq. ft.
REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN sq. ft.
OWNER I APPLICANT
11 CIlY AND STATE ZIP TELEPHONE I CITY AND STATE ZIP TELEPHONE
I CERTIFY THAT I AM THE LEGAL OWNER
AND THAT ALL THE ABOVE INFORMATION
IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE
SIGNATURE DATE
I CERTIFY THAT I AM THE REPRESENTATIVE OF THE
LEGAL OWNER AND THAT ALL THE ABOVE
INFORMATION IS TRUE AND CORRECT TO THE BEST OF
PLANNER CHECK LIST:
1. Field check by planner.
2. Within maximum length, area.
3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable.
4. Location: In right-of-way In visibility triangle at comer
On roof
5. Pole and monument signs to be checked by Bob Johnson, Traffic Engineer, for visibility issues.
6. When approved route copy to Data Entry
APPROVED: Planner: Date: ?/T/q+
FRMOOOlO 8/92 Page 2 of 2
L
f7 IJ "I" 1011
1.
II I
r--
I \ ""1 - LU
:- .. '\
I
1 I", ""-E
6-7 I/C
74 l/T i k 5.
I b 1
Mercedes-Benz
Hoehn Motors, hc
authorized dealer
n
DATE: 09-Jun-94 JOB Mercedes Benz SEI SAN IIIEGO SHEET
Sign 3935 HARNEY ST, SUITE 202 1
PVJ Sm Biego, CA 92110
BY: - """" - No* 447 -24 . - ~ ..(619) ~543-1222 of .3 . """"""""_"""""""""""""""""""""""""."""""" """""""""""~""""""""""""""""""""""~""""""
. . - -. -. - - -
CLIENT: 1st Choice Sign Z Lighting Service
COIlE 1991 UBC-
LOCATION: Carlsbnd CR
WIND: Basic Wind = 70 mph
Expowre = C
Wind governs q5 = 12+6 psf
Iresign Wind Pressures:
cq = 1*4
0 '- 15' 18+70 psf 15 '- 20' 19+93 p5f 2Q '- 25' 20+99 psf 25 8- 30' 21 +7Q p5.F 30 '- 40' 23+11 psf
40 '- 60' 25.23 psf
60 '- 80' 26+99 psf
I+ +
-.
LIATE 09- Jun-94 JOE Mercedes Benm SEI SAN LIIEGO SHEET
Sign R
3935 Hllrney St+,Suite 202 2
Son Diego, CA 92110
- -. BY :. """"" No, 447 -24 (619) 543-1222 . of
"""""""""~"""""""""""""""""""""""""""""" . .. """""""""""".""""".""""""""""""""""""""-."" "" "
AREA FORCE ARM . MOMENT HEIGHT
sign h+9 138 16+18 2231
sign 40+0 748 8+21 6140
pale 0+9 18 0+71 12 """"- """"I
904 8384 9*27
FOOTING
SOIL F'RESSUHE = 150 X 2 = 300 F'SF/FT
(UEC TABLE 29-E UALUE X 2, F'ER FOOTNOTE 4) P= 904 LBS H = 9+27 FEET E = 2+00 FEET
Sl=SwD/3= 546 67
A = 2+34 :e: P / (Si x B) = i+93 D= +5>:A ( 1 + (1 t4+36XH/A 1 "+5 1 = 5+49 FEET
FORMULA F'ER UBC SECTION 2907(9) ................................. 2 ' - 0 11IAI.I 9: 5 ' - 6 ' JJEEP .................................
COLUMN
TUBE STEEL - ASTM A500, GRAUE B .................................
.................................
MINIMUM
S = 8384 Xi2/(1+33X24000)= 3+3. @ 0+0 FT 4+0 'TUBE W= 9+4 P/ft t=0+1.88
DATE: 09-Jun-94 JOE Mercedes Benz SEI SAN DIEGO SHEET Sign 35'35 MARNEY ST, SUITE 202 x 1s San Diego, CA 92110 3
BY: """"" Not 447 -24 1619) 543-1222 of """""""_""""""""""""""""""""""""""""~ ~~"~"~~~~~"~""""""""""""""""""""""""""""""
BASE F'L-ATE ~- ." ." ". ~
INPUT
. ~. - -~
~~ -m
M W EDGE
U I ST
8384 800 1
FY F'c 36000 2000
BOLT TENSION
T = 12*M/t875d= 1218384/t87589+00=
12776 LB
PLATE WIDTH, MINIMUM
B=2S(TtW3/t35*1,33IF'~**375*d=
2*(12776t800>/,35*1t33*2~00*+375*9*00=
8+64 INt PLATE bJIIITH USED = lot00 IN,
ACTING BEARING STRESS
PLATE
PLATE
PLATE
PLATE
EtOLTS
WELD
fb=2t1TtW3/F*t375bd=2*~12776+800)/l~t#0*t37~*9+00=
804 PSI
CANTILEVER
~1=(DEPTH-0+95*~1)/2=(10+00-0t95*6+00)/2=
2t15 IN
EENUING KIUE TO BOLT TENSION
M=T*(ITI-EDGE DIST)/B=12776S~2t15-lt00~/10,00=
1469 IN L.E
BENIIING DUE TO BEARING
292 PSI
f2=fbt(+375d-.~1)/,375*d=~O4*(t375*9t0O-2tl~)/t37~*~t0Q~
M~(f2*~1"2/2~t((fb-f2)*~1"2/3)=(292*2tl5"2/2~~~~~04-292~*2tl5"~/3)=
1465 XN LB
THICKNESS
t=(6*M/lt33tF)"t5=(6*14~9/1+33*~700~)"t~=
0145' IN
BOLT LENGTH IS
A=T/It33Ft Not=12776/2+33*20000*~= EMBEI1MENT LENGTH
01240 SR IN .........................
Plate 1/2' >: 10100 :.: IO100
6100 INCH TUBE 4 - 5/8" >: 10" Ealtr;
Z=BDtII"2/3=4 + OO*6 + 00+6 + 00"2/3= .........................
36t00 IN"2
fv=12M/Z=12*8384/36t00=
2795 LB/IN .........................
11'4" FILLET WELll
ALL AROUNIi .........................