13-0591 (BLCK)'P.O. BOX 1504
78-495 CALLE TAMPIC0
LA QUINTA, CALIFORNIA 92253
Application Number: 13-00000591
Property Address: 78660 AVENIDA LA FONDA
APN: 770-145-010-142 -000000-
Application description: WALL/FENCE
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 1302
Applicant:
Architect or Engineer:
vl a
F-t�t 4 4 "
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed er isi of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Profes nal od , d y License is in full force and effect.
License Class: Bii cen o.: 958992
Da fl Contract
tit
0 NER-BUILDER CLARATION
I hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the
following reason (Sec. 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 Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
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 ($500).:
(_ 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
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, 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 he or she did not build or
improve for the purpose of sale.).
(_ I 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 contractorlsl licensed
pursuant to the Contractors' State License Law.).
I 1 I am exempt under Sec. , 8.&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 ISec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERAI IT
Owner:
JM KENDALL LLC
Contractor: D
PREMIER BUILDERS
P.O. BOX 1329
INDIO, CA 92202
(760)296-1726
Lic. No.: 958992
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/08/13
°D
MAY 0s 2013
OF
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have 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. My workers' compensation
insurance carrier and policy number are:
Carrier EXP[E Policy Number EXEMPT
certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become .ect to the w kers' compensation laws of California,
and agree that, if I should become s ect'to t or r compensation provisions of Section
gel:
of the Labor Code, I shall fo wi c p th ose provisions.
DAppli`a
WARNING: FAILURE TO SECURE WORKERS' C MPENSATION 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.
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 ofLtheabove
permit, or cessation of w for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that in rm ti i rrect. I agree to comply with all
city and county ordinances and state laws relating to bcon ru i , a , here authorize representatives
oJate:
f cou ty t enter upon the above-mentioned propr i p ti n oses
�! $ Signature (Applicant or Agee
Application Number . . . . . 13-00000591
Permit . . . WALL/FENCE PERMIT
Additional desc .
Permit Fee . . . . 33.00 Plan Check Fee _
.00
Issue Date . . . . Valuation . . .
. 1302
Expiration Date . . 11/04/13
Qty Unit Charge Per
Extension
BASE FEE
15.00
9.00 2.0000 HND BLDG 50.1-2,000
18.00
-----=----------------------------------------------------------------------
Special Notes and Comments
.
28LF OF 4' GARDEN WALL ON THE NORTH SIDE
OF THE PROPERTY TO SCREEN THE A/C UNITS
[ORCO SPECIFICATIONS] PRECISION CONCRETE
BLOCK SHALL BE COVERED WITH STUCCO,
PAINT, OR TEXTURED COATING WHERE VISIBLE
FROM OUTSIDE THE PROPERTY. 2010
CALIFORNIA BUILDING CODES%
-7---------------------------------7----------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid Credited
Due
Permit Fee Total 33.00 .00 .00
33.00
Plan Check Total .00 .00 .00
.00
Other Fee Total 1.00 .00 .00
1.00
Grand Total 34.00 _ .00 .00
34.00
LQPERn7CP
V
Bin.#
Crty of b. Qu%hta
Building a Safety Division
P.O. Box 1504,78-495 Calle Tampico
1.a.Quinta, CA 92253 -:(760) 777-7012
Building Permit Application and Tracking Sheet
Penni #
�%
L ' `J I
Project Address: Q t F; u'id ikOwnu's
Name:. 5KA IZ-
A. P. Number. O .. (, y 5- • 0 1 0
Legal Description:
Contractor. 6,,,t k_04,"
City, ST, Zip:
Telephone:
Address:
Description:
City, ST, Zip: h J ?,ZD Z
r
g u 11 't of b l aGl<
Telephoner 0 7r. S-1
J fev h t,--) c7 a
State Lie. #: -9 S0 1.9 Z City Lie. #; Q $to (I
Arch., Engr., Designer.
Ge_vl4
Address:
Qf S
City., ST, Zip:
Telephone: Construction Type:. V t t�j Occupancy:
State Lie. #:M Project type (circle one): Add'n Alter Repair Demo
Name of Contact Person: &O h ?A 1u crcvltiA In Sq. Ft.: # Stories: I # Univ:
Telephone # of Contact Petson.71 (p O 2.1 Z'7 Lj 'Z S
Estimated Value of Project 1..�-O. o
APPLICANT: DO NOT WRITE BELOW THIS UNE
0
Submittal
Req'd
Recd
TRACMG
PERMITFEES
Plan Sets
Plan Check submitted
Item Amount'
S"ctueal Cafes.
Reviewed, ready for corrections
Plan Check Deposit. .
Truss Calcs.
Called Contact Person
Pian Check Balance
Tide 24 Calks.
Plans picked up
Construction
Flood plain plan
Plans resubmitted..
Mecharilcal
Grading plan
Z'' Review, ready for correctionstiissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Pians picked up
S114.I.
ILO -A- Approval
Plans resubmitted
Grading
IN HOUSE:-
''` Review; ready for correcdonslLssue
Developer Impact Fee
Planning Approval
Called Contact Person
Pub. Wks. Appr
Date of permit Issue
School Fees
Total Permit Fees
JTILITY POLE 1m0�0 IE ,
0
;(E) GRAVEL(N) RELOCATED (2) HVAC'S TO SET ON q,
`T*FS IB'X6'•B' CONC. PAD TOP OF PAD TO ~
BE NO LESS THAN 3' ABOVE GRADE 9
(N) 4'-0' GONG BLOCK (O
WALL PER CITY W
STANDARD N
(N) V UADE X 4'-0'
HIGH��- GATE
(E)200 AHP ELECT.
PAN R � j / • �
PANEL
n AREA OF WORK
II
/ I I
U (E) GRAVEL
it
J/
II
II
/ II
II
' I I
(E) OOIIC u
II
11
// II
(E)GRAVEL
] II (E) CONC
1 n DRIVEWAY
n
- u
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t u ,
u
n
u
n
II
i n
n
I6
u
.
((E) .
(E) LLMC ?.
DRIVEWAY
(E) GRAVEL
ORCO STANDARD 6' TO 8' CMU SITE WALLS
[�- OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 1010 C8C
1. ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF
Z ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
(, 3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL: GRADE 60.
S. 1500 PSI MASONRY COMPRESSION STRENGTH.
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
STEEL
Y DROP-IN BAR
#6 STD JOINT
REINFORCEMENT @ 24" 0/C
(3 PLACES - 4 PLACES FOR 7'
L„ 8' WALLS). USE #5 STD.
FOR SLUMP BLOCK
NOTE: PROVIDE #4 DOWEL & i
#4 DROP-IN BAR AT EACH
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @ WALL
HEIGHT C iANGES
W DOWEL @ CENTER OF
CMU.
LEVEL GRADE BOTH SIDES
#4 HORZ CONT.
N
ti
'W' CONT. FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
NOTES:
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-19
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE= Fc - 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
AWNA 615 GRADE 60. PROVIDE 48 R4R DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH 1T IS LOCATED.
5. CONCRETE BLOCKSHALL BE LAYED INA RUNNING BOND
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VER TTCAL REBAR SHALL BE SOLID
GROUTED,
Z USE TYPE 5 MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 112 PART LIME TO 4.112 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE I PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW), WATER SHALL BEADDED TO PRODUCE GOOD GROUT -FLOW
WITHOUT SEGREGATION OF THE C7NSITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2"INTO THEF0077NG WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. F0077NG MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WI7H A MINIMUM
COMPACTION OF 90 %.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
11. MAXIMUM CONTROL JOINT SPACING: 40'01C. 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO GATED.
CITY OF LA QUINTA
QROF ES;
tu
c ~ C31925
* _ Exp. 12-31-2012
rTq , C / V
rF o�
OF Cpl\F
4
f'
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
,W,
-
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
FOOTING
=ZA
WIDTH
#4 @ 40" O/C 33"
#4 @ 40" 0/C
V
6'-D"
11-90
36' 0/C - 18' CMU
36' 0/C - 18' CMU
W
$ 8..
N
to LxU#4
@ 40" 0/C 33"
#4 @ 40" 0/C
Q
6"-;8°-
1! -ID"•-
36' 0/C - 18' CMU
36' 0/C - 18' CMU
Q
Z w
_
9" _L 9"
W
EEn
#4 @ 32" 0/C 33"
a_�
% �-4°
2'-D°
2T 0/C - 18' CMU
2T 0/C - 18' CMU
X N
10" lo"
°O
#4 @ 24" 0/C -L33"
8�--Q�
2''3"
IB' 0/C - IB' CMU
36' 0/C - 18' CMU
10" 10"
V".T�,"OWEL ® EACH SIDE OF
LOO( -0!? W/ CO DROP-IN MR
8X8'6LOCK-OUr
CONT- FOOTING
' FOR SIOEYARO RETURN WALLS WHERE
ORA/NAGFSWALEOCCURI A 1/2 BLOCK
MAY LEFT Ol?®SWALE GRADE YROY/DE
04 DOWEL AND Y4 DROM 84R ON EACH
STDEOF TME JR &OCX CRAW - AS
SHOWN,
tiivreoiJ<iA7�
- soar WL W—.MM
A31 DEMS
aMxz torr. a rovar-
._. MONO[71'MIIWMO M1Iff"AfMJ'
afM 1110WlDfL
QaaFE NQ-
u. m
uj a A
031926 N
CITY OF LAQUINTA
Exp. 12-31-2012
lF OF CAO. I
o:e
=ZA
liah
J'. e�Mauawr.seonw,-,avwcrr•
UN IV MWAMJ'CLM FROM
wa
wnau sao at
FOOTING STEP DETAIL .
QaaFE NQ-
u. m
uj a A
031926 N
CITY OF LAQUINTA
Exp. 12-31-2012
lF OF CAO. I