BSIG2015-0025BUILDING PERMIT
DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type:
Sign
Permit Number:
BSIG2015-0025
Property Address:
46800 WASHINGTON ST
APN:
643020032
Legal Description
Property Zoning:
Valuation:
$30,000.00
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 08/25/2015
ISSUED DATE: 09/25/2015
CALIFORNIA
Owner: WASHINGTON 111 LTD
80618 DECLARATION AVE, INDIO, CA 92201
Applicant: BILL SANCHEZ
30240 RANCHO VIEJO ROAD STE. B, SAN JUAN
CAPISTRANO, CA 92675
Contractor: ARCHITECTURAL DESIGN & SIGNS INC
1160 RAILROAD STREET, CORONA, CA 92882
PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR
CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE
FOLLOWING:
LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2)
1) They are licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code, and the
referenced
License is in full force and effect, or;
2) That they are exempt from the Contractors' State License Law for the
reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or
she is exempt from licensure by a valid exemption. [Section 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
Contractors' State License Law (Chapter (commencing with Section 7000)
of Division 3 of the Business and Professions
Code] 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 ($500).)
a) As owner of the property, or my employees with wages as their sole
compensation, will do all of or portions of the work, and the structure is
not intended or offered for sale (Section 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an owner of
property who, through employees' or personal effort, builds or improves
the property, 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 it was
not built or improved for the purpose of sale.).
b) As owner of the property, will be exclusively contracting with licensed
c) Are exempt from licensure under the Contractors' State License Law.
As an Owner -Builder, they acknowledge that, except for their personal
residence in which they must have resided in for at least one year prior to
completion of the improvements covered by this permit, they cannot legally
sell a structure built as an owner -builder if it has not been constructed in
its entirety by licensed contractors. It is understood that a copy of the
applicable law, Section 7044 of the Business and Professions Code, is
available upon request when this application was submitted at the
following Web site:
http://www.leginfo.ca.gov/calaw.html.
DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If
applicable)
A construction lender will be used for completion of the improvements
covered by this permit and the name and information of which is on file for
public inspection during the regular business hours of the public entity.
Failure of the applicant to indicate the construction lender on the
application does not relieve that person of the requirement to give the
WORKERS' COMPENSATION DECLARATION (1, 2 or 3)
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS
UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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.
1) Has and will maintain a certificate of consent to self -insure for workers'
compensation, issued by the Director of Industrial Relations as provided for
by Section 3700 of the Labor Code, for the performance of the work for
which this permit is issued.
2) Has 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.
3) Certifies that, in the performance of the work for which this permit is
issued, shall not employ any person in any manner so as to become subject
to the workers' compensation laws of California, and agree that, if should
become subject to the workers' compensation provisions of Section 3700 of
the Labor Code, shall forthwith comply with those provisions.
NOTICE TO APPLICANT (1, 2 and 3)
1) Each person upon whose behalf this application was made, each person
at whose request and for whose benefit work is being 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 360 days from date of issuance of such
permit, or if cessation of work for 180 days will subject permit to
cancellation. On or after January 1, 2019, every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced
within 12 months after its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period of 12 months after the
time the work is commenced.
3) Certified that they read the application and state that the information
provided is correct. Agree to comply with all city and county ordinances and
state laws relating to building construction, and hereby authorize
representatives of this city to enter upon the above -mentioned property for
inspection purposes.
IMPORTANT: An Application for Permit was made to the Building Official,
subject to the conditions and restrictions set forth at the time of application,
which is now hereby an Issued Permit. If any part of the information being
supplied on this permit is inaccurate or untrue, please contact the City of La
Quinta at (760) 777-7125 immediately for correction.
Printed: 11/13/25 8:57 am Page 1 of 4
BUILDING PERMIT
Permit Type: Sign
Permit Number: BSIG2015-0025
Property Address: 46800 WASHINGTON ST
construction lender preliminary notice from that duty.
Printed: 11/13/25 8:57 am Page 2 of 4
BUILDING PERMIT
Permit Type: Sign
Permit Number: BSIG2015-0025
Property Address: 46800 WASHINGTON ST
WASHINGTON PARK / (5) MONUMENT SIGNS THROUGHOUT DEVELOPMENT *** REV. NO.1: FOOTING REVISION TO SIGNS A.1 & A.:
(ALONG HIGHWAY 111)
2013 CODES #111# WASHINGTON PARK / (5) MONUMENT SIGNS THROUGHOUT DEVELOPMENT *** APPLICANT WAS NOT ABLE TO
OBTAIN APPROVED PLANS AND DOCUMENTS ON 9/25/25. APPLICANT WAS EMAILED COPIES OF APPROVED PLANS AND
DOCUMENTS ON 9/29/15. #111# WASHINGTON PARK / (5) MONUMENT SIGNS THROUGHOUT DEVELOPMENT *** WASHINGTON PAR
COMPLEX MONUMENT SIGNS (5 TOTAL) LOCATED ALONG HIGHWAY 111 (3 CITY) AND AVENUE 47 (2 QTY). 2013 CODES. INCLUDES
ENGINEERED FOUNDATION PER EACH SIGN.
Location on premises Sign Illuminated? No Number of Monument 5
Signs
Type Group Sq Ft Value
Invoice No. Fee
PERMIT-BSIG2015-0021 HOURLY CHARGE - BLDG CITY STAFF
DEVICES, FIRST 20 PC
MONUMENT SIGN, EA ADDITIONAL
BSAS SB1473 FEE
MONUMENT SIGN, FIRST
DEVICES, FIRST 20
HOURLY PLAN CHECK - YES
Credit Card Fee
MONUMENT SIGN, FIRST PC
Total for Invoice PERMIT-BSIG2015-0025
Fee Amount
Amount Paid
$145.00
$145.00
$24.17
$24.17
$98.64
$98.64
$2.00
$2.00
$72.52
$72.52
$24.17
$24.17
$105.00
$105.00
$3.19
$3.19
$133.43
$133.43
$608.12
Grand Total for Permit $608.12 $608.12
Workflow Step / Action Name Action Type Start Date End Date
Inspections v.1 08/25/2015 0:00
----------------------------------------------------------------------------------------------------------------------------------------
FINAL** v.1 Inspection
----------------------------------------------------------------------------------------------------------------------------------------
FOOTINGS v.2 Inspection
----------------------------------------------------------------------------------------------------------------------------------------
FOOTINGS v.1 Inspection
Printed: 11/13/25 8:57 am Page 3 of 4
BUILDING PERMIT
Permit Type: Sign
Permit Number: BSIG2015-0025
Property Address: 46800 WASHINGTON ST
Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work
shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be
construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections
presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be
valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for
inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of
any material required to allow inspection.
It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for
inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this
code.
A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion
thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a
certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances
of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the
jurisdiction shall not be valid.
A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building
or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by
the buildinq official.
Printed: 11/13/25 8:57 am Page 4 of 4
Bin #
City of La Quinta
Building 8L Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address:
Owner's Name:
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
Contractor:
Telephone:
hone:
Address:
Project Description:
City, ST, Zip:
Telephone:
State Lie. # :
City Lie. #:
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone: hone:
Cons
truction structi n Type: e: Occupancy:
Y P P Y•
State Lie. #:
Project
cttYPe (circle one): New Add' n AlterRepair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
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
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
1 of 3
10815 RANCHO BERNARDO RD., SUITE 260
SAN DIEGO, CA 92198
PROJ ECTMANAGE R@SU LLAWAYENG.COM
ENGINEERING PHONE:1-858-312-5150 FAX:1-858-777-3534
PROJECT: WASHINGTON PARK RETAIL CENTER; 78-365 HWY.111, LA QUINTA, CA DATE: 07-06-2015
PROJECT #: 8843B ENGINEER: MV
CLIENT: ARCHITECTURAL DESIGN & SIGN PAGES:
�' 3'-52' •I
IV!
04
25'-32"
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
I108,TRUCTI N
,ATEBY
pbq e 2D1; - 0025'
GENERALNOTES
1. DESIGN CODE: CBC 2013
2. DESIGN LOADS: ASCE 7-10
3. WIND VELOCITY 110 MPH EXPOSURE C
4. CONCRETE 2500 PSI MINIMUM
5. PIPE STEEL ASTM A53 35 KSI
6. BOLT STEEL ASTM A307 HOT DIP GALVANIZED PER ASTM A153
OR ZINC PLATED PER ASTM B633
7. LATERAL SOIL BEARING PER CBC CLASS 5 (100 PSFIFT)
8. PROVIDE PROTECTION AGAINST DISSIMILAR METALS
PLAN VIEW
S
CO q 2
w No. C 48588 m
Exp.6-30-2016 X
kp CIVIL gas
94� OF CAS\F��
9-14-2015
2of3
ENGINEERING
PROJECT: WASHINGTON PARK RETAIL CENTER; 78-365 HWY.111, LA QUINTA, CA
PROJECT #: 8843B
CLIENT: ARCHITECTURAL DESIGN & SIGN
ZD
/ 18'-04" O.C.
r 4 2'-6"0 , -
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
17'-3"
1 ELEVATION
1
10815 RANCHO BERNARDO RD., SUITE 260
SAN DIEGO, CA 92198
PROJECTMANAGER@SULLAWAYENG.COM
PHONE:1-858-312-5150 FAX:1-858-777-3534
DATE: 07-06-2015
ENGINEER: MV
PAGES:
,Z„ 0
FHRU BOLT
2"x2"xy4"
ALUM. ANGLES
BY OTHERS
2 SADDLE DETAIL, TYP.
3 of 3
10815 Rancho Bernardo RD , SD, CA 92127
projectmanager@sullawayeng corn
Phone: 858-312-5150 Fax: 858-777-3534
E N G 1 N E E R I N G
PROJECT: WASHINGTON PARK RETAIL CENTER DATE: 7/6/15
PROJ. NO.: 8843B ENGINEER: MV
CLIENT: AD/S
building code; CBC 2013 units; pounds, feet unless noted otherwise
Applied Wind Loads; from ASCE 7-10
F=qz*G*Cr*Af
with qZ = 0.00256KZKZ,KdV
(29.3.2 & 29.4)
Cf=
1.734
(Fig. 29.4-1)
max. height= 8.7
KZf=
1.0
(26.8.2) (=1.0 unless unusual landscape)
KZ from table 28.3-1
Exposure= c
Kd=
0.85
for signs (table 26.6-1)
V=
110
mph
G=
0.85
(26.9)
weight= 1.409 kips
s/h=
0.433
Mpg= 0.00 k-ft
B/s=
4.44
Pole structure height at pressure Wind
Loads component section c.g KZ qZ q:*G*Cr Ar shear Moment Mw
1
0.935
0.85
22.38
32.98
15.0
493
461
2
3.745
0.85
22.38
32.98
82.6
2725
10206
3
5.935
0.85
22.38
32.98
3.2
104
617
4
7,125
0.85
22.38
32.98
36.8
1214
8653
5
8.3335
0.85
22.38
32.98
3.3
110
917
sums:
140.9
4647
20.85 (MW) k-ft arm= 4.49
two pole distribution factor (asce fig. 29.4-1 ): x 0.68 3182 14.28
P�= 1.69 kip M= 14.28 k-ft M=sgrt(MpL2+Mwz)
M=sgrt(1.2MoL2+1.6Mw2� = 14.28 k-ft
Pole Design section; pipe
M� > OM with M. = fyZ fy= 35 ksi 0.9
H M (k-ft) Z req'd. (in) Size(in) t (in) Z
at grade 14.3 5.44 5 0.258 6.8 5' STD. OK - �Mn = 17.9
Footing Design footprint: round
(CBC 1605.3.2) CBC Table 1806.2. sections 1806.3.4, 1807.3.2
P= 2.48 kip S1 =Sxd/3 A=2.34xP/(S1 xb) S= 267
S1= 597 d =0.5xA (1+ (1+4.36x h/A) ^.5) CBC 1807.3.2.1
A= 3.89
footing: 2' - 6" dia.
6' - 9" deep
CITY OF LA
ALUINU & SAFETY DEPT,
APPROVED
FOR CONSTAucTinN
C
92
I of 2
ENGINEERING
10815 RANCHO BERNARDO RD., SUITE 260, SAN DIEGO, CA 92127
P ROJ ECTMANAG ER@SU LLAWAYENG.COM
PHONE:1-858-312-5150 FAX:1-858-777-3534
PROJECT: WASHINGTON PARK RETAIL CENTER, 78-365 HWY.111, NO.351, LA QUINTA, CA
PROJECT #: 8843A-1 (REV. 09/14/2015)
CLIENT: ARCHITECTURAL DESIGN & SIGN
TY OF LA Ql
IILDING & SAFETY DEF I.
APPROVED
FOR CONSTRUCTIQN
n
Ate 0'2 ' 6�' a�iL�a
16'-0"
4,-4„ 11,��
FRONT ELEVATION
GENERAL NOTES EAH. b/JUI'LUIb
1, DESIGN CODE: CBC 2013
2. DESIGN LOADS: ASCE 7-10 d) CIVIC-
3. WIND VELOCITY 110 MPH EXPOSURE C OF CA��FO
4. ALUMINUM ELEMENTS 6061-T6
5. PIPE STEEL ASTM A53 GR. B, Fy=35 KSI MIN.
6. BOLT STEEL ASTM A307 (HDG PER ASTM A153 OR ZP PER ASTM B633)
7. CONCRETE 2500 PSI MIN,
8. PROVIDE 3" MIN. CLEAR COVER ON ALL STEEL EMBEDDED IN CONCRETE
9. PROVIDE PROTECTION AGAINST DISSIMILAR METALS
10 LATERAL SOIL BEARING PER CBC CLASS 5 (100 PCF)
DATE: 07/06/2015
ENGINEER: AT
PAGES:
6" STD. PIPE,
O.D. = 6.63"
t = 0.280"
/z" 0 THRU
30LT
2x2x4" ALUM.
ANGLES
BY OTHERS
2 SADDLE DETAIL TYP.
2of2
10815 Rancho Bernardo RD., SD, CA 92127
ffd III Alit" projectmanager@sullawayeng.com
Phone:859-312-5150 Fax:859-777-3534
ENGINEERING
PROJECT: WASHINGTON PARK RETAIL CENTER DATE: 7/6/15
PROJ. NO.: 8843A ENGINEER: AT
CLIENT: ARCHITECTURAL DESIGN & SIGN
v2.7 building code; CBC 2013 units; pounds, feet unless noted otherwise
Applied Wind Loads; from ASCE 7-10
F=qZ*G*Cf*Af
with qZ = 0.00256KZKZtKdV
(29.3.2 & 29.4)
Cf=
1.412
(Fig. 29.4-1)
max. height= 9.0
K2t=
1.0
(26.8.2) (=1.0 unless unusual landscape)
KZ from table 28.3-1
Exposure= C
Kd=
0.85
for signs (table 26.6-1)
V=
110
mph
G=
0.85
(26.9)
weight= 1.425 kips
s/h=
1.000
MDL= 0.00 k-ft
B/s=
1.76
Pole structure height at pressure Wind
Loads component section c.g. Kz qZ qz*G*Cf Af shear Moment Mw
1 4.5 0.85 22.38 26.86 142.5 3828 1722b
sums: 142.5 3828 17.22
(MW) k-ft arm= 4.50
two pole distribution factor (asce fig. 29.4-1 ): x 0.87 3340 15.03
for s/h=1, add 10% (asce fig. 29.4-1): x 1.10 16.53
P�= 1.71 kip M= 16.53 k-ft M=sgrt(MDL2+M.)
Mu=sgrt(1.2MDL2+Mw2) = 16.53 k-ft
Pole Design section; pipe
Mu-<�Mn with M = fyZ V 35 ksi 0.9
H Ma(k-ft) Z req'd (in) Size(in) t (in) Z USE
at grade 16.5 6.30 5 0.258 6.8 6" Std. Pipe, �Mn=27.8 k-ft
Footing Design footprint: round
w- 1.3 (CBC 1605.3.2) CBC Table 1806.2. sections 1806.3.4, 1807.3.2
P= 2.61 kip S1 = S x d / 3 A=2.34xP/(S1 xb) S= 267
S1= 610 d =0.5xA (1+ (1+4.36x h/A) A.5) CBC 1807.3.2.1
A= 4.00
footing: 2' - 6" dia.
6' - 10" deep
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
F NSTRUCTI N
DATE O BY
LIIFAIIwlomklff
•r •r
PROJECT: WASHINGTON PARK RETAIL CENTER, 78-365 HWY. 111, NO.351, LA QUINTA, CA DATE: 07/06/2015
PROJECT M 8843A-2 (REV.10/22/2015) ENGINEER: AT
CLIENT: ARCHITECTURAL DESIGN & SIGN PAGES:
16'-0"
8'-6" O.0
4'-4"
o
in
2
Q
O
o n.
o>
0
ia}
o co
2'-9" —*
#3 @ 12" O.C.
EACH WAY,
TOP & BOTTOM MAT
CITY OF LA QUINTA._
BUILDING & SAFETY DEP�.
APPROVED
FOR CONSTRUCTION
DATE
t;s 6G 20 6OC
MON
v v v 2,-6110
FRONT ELEVATION
(FOR SIGN TYPE A.1 & A.2 ONLY)
a —
a
i' 6'-0"
i2i. SPREAD FOOTING SIDE ELEVATION
(FOR SIGN TYPE A.1 & A.2 ONLY)
6" STD. PIPE,
O.D. = 6.63"
t = 0.280"
3of4
10815 Rancho Bernardo RD., SD, CA 92127
projectmanager@sullawayeng.com
ENGINEERING Phone: 858-312-5150 Fax: 858-777-3534
PROJECT: WASHINGTON PARK RETAIL CENTER DATE: 7/6/15
PROJ. NO.: 8843A ENGINEER: AT
CLIENT: ARCHITECTURAL DESIGN & SIGN
v2.7 building code; CBC 2013 units; pounds, feet unless noted otherwise
Applied Wind Loads; from ASCE 7-10
F=qZ*G*CI*AI
with qZ = 0.00256KZKZtKdV`
(29.3.2 & 29.4)
Ct=
1.412
(Fig. 29.4-1)
max. height= 9.0
KZt=
1.0
(26.8.2) (=1.0 unless unusual landscape)
KZ from table 28.3-1
Exposure= c
Kd=
0.85
for signs (table 26.6-1)
V=
110
mph
G=
0.85
(26.9)
weight= 1.425 kips
S/h=
1.000
Mpg= 0.00 k-ft
B/s=
1.76
Pole structure height at pressure Wind
Loads component section c.g. Kz qz %*G*Cf Ai shear Moment Mw
1 4.5 0.85 22.38
26.86
142.5
3828
17225
sums: 142.5
3828
17.22 (M„,) k-ft arm= 4.50
two pole distribution factor (asce fig. 29.4-1)
x 0.87
3340
15.03
for s/h=1, add 10% (asce fig. 29.4-1):
x 1.10
16.53
P = 1.71 kip
M=
16.53 k-ft M=sgrt(MoL2+MW2)
Mu= sgrt(1.2MpL2+Mw2) = 16.53 k-ft
Pole Design section; pipe
M < �M. with Mn= fyZ fy= 35 ksi
0.9
H M (k-ft) Z req'd. (in)
Size(in)
t (in)
Z
USE
at grade 16.5 6.30
5
0.258
6.8
6" Std. Pipe, �Mn=27.8 k-ft
Footing Design footprint: round
w= 1. (CBC 1605.3.2) CBC Table 1806.2, sections 1806.3.4, 1807.3.2
P= 2.61 kip S1 =Sxd/3 A=2.34xP/(S1 xb) S= 267
S1= 610 d =0.5xA (1+ (1+4.36x h/A) A.5) CBC 1807.3.2.1
A= 4.00
footing: 2' - 6" din.
6' - 10" deep
CITY OF LA QU NTA
P
BUILDING &�SAFETY
OVED
FpPCRU
pNSTCTI N
DATE l0 W
4of4
10815 Rancho Bernardo RD., SD, CA 92127
prof ectmanager@sullawayeng. g.com cont
ENGINEERING
Phone: 858-312-5150 Fax: 858-777-3534
PROJECT: WASHINGTON PARK RETAIL CENTER
DATE: 7/6/15
PROJ. NO.: 8843A-2 (REV. 10/22/2015)
ENGINEER: AT
CLIENT: ARCHITECTURAL DESIGN & SIGN
VwnlIl l i
building code; CBC 2013 Longitude Direction
units; pounds, feet unless noted otherwise
applied shear at grade v= 2.00 kip
unfactored load 3.34 k (factored)
applied moment at grade m= 9.92 kip-ft
unfactored load 16.53 k-ft (factored)
depth of soil above footing hs= 0 ft
allowable soil bearing p= 2.0 ksf
(1500 x 1.33 )
(use a factor of 1.33 for wind or seismic)
Spread Footing Design (For Sign Type A.1 & A.2)
moment m= 15.9 k-ft
Footing size (ft) b= 2.75 L= 6.0 h= 3.00 S= 16.5
Footing Weight= 7.4 k signage weight= 1.4 k soil 0.00 total= 8.85
Overturning; M,= 27 Mc>1.5M 1.6665 ok
soil pressure; max= 1.788 ksf ok
forces on concrete pad; V= 8.4 k Vr= 13 k (=1.6V)
M= 13 k-ft Mr= 20 k-ft
Check Slab;
�= 0.9
fY
60 ksi f,= 2.5 ksi 150
Ibs/ft3
Flexure As= 0.15
d=
32.0 in
0Mn=�Aj,(d-a/2)= 259 k-in = 21.6 k-ft
MMMn
ok
a=Pyfy/0.85f,b= 0.128 in
Check minimum Asmin=2sgrt(f.)bd/fy -
2.64
200bd/fy= 3.52 or 1.333Ag= 0.20
in2
Use A5= 0.20
in2
short direction 75=2/(P+1) = 0.8 with
R=
1.5 short direction; yAs= 0.16
in2
Shear; Wn=�2sgrt(fc)bd Wc= 79.2
Slab
Assume half of footing is in uplift
weight=
4 kip
M=
6 k-ft
Flexure
A,= 0.15
Wn +Asfy(d-a/2)=
259 k-in = 21.6 k-ft
a=Asf�0.85f,b=
0.059 in
�= 0.75
arm= 1.5 ft
Mr= 6.7 k-ft
Check minimum Asm1n=2sgrt(fjbd/fy = 5.76
short direction ys=2/((3+1) = 0.8 with R= 1.5
�ITY OF LA QUINTA
UILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCT ON
EI02 BY W -,
200bd/fy= 7.68
short direction;
VMVn ok
Mr4Mn ok
or 1.333A9= 0.2 in2
Use A,= 0.20 in2
yAS= 0.16 in`