HomeMy WebLinkAboutPS 04-117; Charles Schwab; Sign Permits/Programs (PS)City of Carlsbad
1635 Faraday Avenue
Carlsbad, CA 92008
(760) 602-4600 SIGN FEE
SIGN PROG-
RECEIPT NU.
REVIEW FOR SIGN PERMIT
Planning Department
AI1 plans submitted for sign permjts/sign programs shall consist of a minimum of a site plan and sign
elevations containing the following information:
1, North mow and scale.
2.
3.
4.
5.
Location of Cxistmg buildings or structures, parlung areas, and vehicular access points to the
ProPCrty,
Location of all existing and proposed signs for the property.
Distance to the property line(s) for all proposed freestanding sign(s).
Provide an elevation €or all proposed sign($ which specifies the following:
A. Dimensions and area for all existing and proposed sign(s).
B. Materials the sign(s) will be constructed of.
C. Source of Illumination.
D. Proposed sign copy.
APPLICANT MUST SUBMIT THREE (3) SETS OF SIGNISITE PLANS, A COMPLETED
APPLICATION FORM, AND THE APPLICATION FEE.
The n~aliration must be submitted orior to 4:OO p.m. Average processing time: 2 weeks
NAME OF PROJECT: M- h
ADDRESS OF PROJECT: a 3 90 f
ASSESSOR PARCEL MJMBER: -
RELATED PLANNING CASE NUMBER(S):
TYPE OF DEVELOPMENT:
(a) Residential (e) Service Station (i) Public Park
(f) Prof. care (j) Produce Stand
(g) Theater (k) NUNry (h) Govu'Church (1) P-U/OS Zone
SIGN PROGRAM AND/OR
SPECIFIC PLAN CRITERIA YJJ NO 0 Specific plan Number
COASTAL ZONE: Yeso No 0
Pale
Monument
Wall
EXISTING SIGBS:
~ ~-
(a) 13 Sr, FT elk"
i
MAXIMUM
SIGN
AREA
rTYFE I NUrMBER 1 SIGN AREA 11 SIGNHEIGHT
PROPOSED MAXIMUM PROPOSED
SIGN SIGN 1 SIGN
AREA HEIGHT HEIGHT
TYPE MAWMUM NUMBER (MAXIMUM
~ NUMBER PROPOSED SIGN
ALLOWED AREA
~ -
Canopy
Freestandlng (Proled
Identity)
PROPOSED MAXIMUM PROPOSED'
SIGN SIGN SIGN
AREA HEIGHT HEIGHT
-
PERMITSISSUEDFOREXISTINGSIGNS: Yes No Date
PROPOSED PERMANENT SIGNS:
Construction
MAXIMUM
I
hWMBER
PROPOSED
Monument
Suspended
Freestanding
(Project
Identity)
For Sale
Banner I
8oo/zoo @
aue-~a-aee4 02?11 Pn VESE~ P. 02
I
City of Carlsbad
1635 Faraday Avenue Carlsbad CA 92008
Applicant: TURNER TOM
Description
PS040117
Amount
40.00
Receipt Number: ROO44403
Transaction Date: 08/12/2004
Transaction Amount: 40.00
8/9/2004
11:52AM
Structural Engineering Calculations for:
Charles Schwab
2390 Faraday Ave
Carlsbad, California
Monument Sign, 3-0" OAH
Index
Title .................. 1
Specifications ................. .2
Wind Loads .................. 3
Steel Column .................. 4
Footing .................. 5
Drawing .................. 6
Young Electric Sign Company
By: Carl Meyers
Check: BJ
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
8/9/2004
11:49AM
WIND LOADS
Project: Charles Schwab
Descript: Monument Sign, 5’4” OAH
Ref: Uniform Building Code 7997
Basic Wind Speed= 70 mph, UBC figure 16-1
Exposure= C flat terrain, generally open for 1/2 mile.
Cq= 1.4 signs, flagpoles and lightpoles, UBC table 16-H
Calculation of Design Wind Pressures
Height (ft): (qs) (Ce) (Cq) = Wind Pressure
15
20
25
30
40
60
80
100
120
160
200
300
400
12.5 1.06
12.5 1.13
12.5 1.19
12.5 1.23
12.5 1.31
12.5 1.43
12.5 1.53
12.5 1.61
12.5 1.67
12.5 1.79
12.5 1.87
12.5 2.05
12.5 2.19
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
18.6 psf
19.8 psf
20.9 psf
21.6 psf
23.0 psf
25.1 psf
26.9 psf
28.3 psf
29.3 psf
31.4 psf
32.8 psf
36.0 psf
38.5 psf
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
SPECIF ICA TIONS
Project: Charles Schwab
Descript: Monument Sign, 5'4" OAH
Steel.. .
Design and fabrication according to AISC-ASD, 9th edition.
Round pipe: ASTM A53 Grade B or equivalent, Fy = 35 ksi.
Machine bolts: ASTM A307
Welding ...
Design and fabrication according to AWS DI. 1, current edition.
AWS certification required of all structural welders.
E70XX electrodes for SMAW processes.
F7X-EM electrodes for SAW processes.
Concrete ...
Design and construction according to ACI 318-95.
Compressive strength at 28 days, fc= 2,500 psi minimum.
Concrete poured into constrained earth excavations must cure under proper
conditions for 4 days prior to sign box installation. ( Exception: if the overall height
of the sign is less than 20 feet and the sign pole is adequately braced against wind
loads for a minimum of 4 days, the sign box may be installed the same day as the
as the footing is poured. )
For pier and caisson footings, concrete must be poured against undisturbed earth.
Maintain a minimum 3" concrete cover over all steel embeded in concrete below grade.
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
8/9/2004
11:53AM
STEEL COLUMN DESIGN
Project: Charles Schwab
Descript: Monument Sign, SO" OAH
Ref: Manual of Steel Construction, AlSC 9th Edition
Areas Subject to Wind Forces
Calculation of Design Forces at Critical Heights
y (ft) M (#) v (#) y (ft) M (#') v (#)
@grade 2,327 931
Column Support Design Table
#of Column Column Length Start End Sleeve Sact tb
Cols Type Size €lev €lev Depth (e TS) (rt) (rt) (rt) (in) (inA3) (ksi)
1 P 3(.216) 8.75 -3.75 5.00 N/A 1.72 16.2
Allowable Bending Stresses
Column Column Criteria Stress increase factor= 1 .OO
P 3"( .216) d/t <3300/Fy so ... Fb= 0.66Fy= 23.1 ksi
Type Size
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
8/9/2004
11:49AM
LATERAL BEARING PIER AND CAISSON FOOTINGS
Project: Charles Schwab
Descript: Monument Sign, 5'-0" OAH
Ref: Uniform Building Code 7997 (Sec. 7806.8)
#Footings= 1 MomentlFooting, M= 2,327 Ib-ft
Pass lat soil res, q= 200 psf Composite Centroid, h= 2.50 ft
Equiv Concentrated Load, P= M/h= 931 Ib
Round Caisson
Diameter, b= 2.00 ft, round augered hole
Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 3.79 ft
Actual Depth 4.0 ft
S1= (q)(2)(D/3)= 495 psf
A= (2.34 P) / (Sl)(b)= 2.20
Concrete Volume
Outside Width of Column= 3.5 in
Depth of Column in Footing= 3.75 ft
Volume of Concrete per Footing= 0.4 cubic yards (+-)
Total Order Volume of Concrete= 0.4 cubic yards (+-)
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
JOB NO. 144- SHTLOF I DESCRIPTION
sescQs
UBC 7Omph C
L 10' - 0" 1 .=
I 3"(.216) PIPE I ASTM A34 B I
8' 4" LONG
0 C
U
d
n
7
d 4
n 4
DETAIL
UBC SOIL CLASS 4: -I i /--I ! /-I
-1 1 /E++3-4 i I'TCLAYEY SAND
I ROUND FOOTING,
CONCRETE STRENGTH
(NO SPECIAL INSPECTION
Ffc'=2500 psi 28 DAYS
-I - E REQUIRED)
\MAINTAIN 3'1 COVER ON ALL EMB. STEEL
04\Charles Sbwob
SCALE : l/2" l'-O''
9960 dwg Sheet Letter Lost Vodtiied Aug 09.
L
El Cmino Real
4- -- -sting
Charles Schwab
2390Faraday Ave.
Carlsbad, CA
92008 q: existin
25’
265’
\
Faraday