BLCK (13-1366)53325 Avenida Madero
13-1366
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
Applicant:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
13=00001366
53325 AVENIDA MADERO
774-033-014-6 -000000-
WALL/FENCE
COVE RESIDENTIAL
2500
Architect or Engineer:
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under.penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with _
Section 7000) of Division 3 of the Business and Professionals Codd and my License is in full force and effect.
License Clas^s: C8 C27 Lice a No.: 921709
De:1 JT5— (}Contract r:
f
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I 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).:
(_ 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, 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 hot apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
1 _ 1 I am exempt under Sec. , B.&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 (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
Owner:
JEFF HEWITT
53325 AVENIDA MADERO
LA QUINTA,, CA 92253
(949)295-5238
Contractor:
SANCHO'S LANDSCAPE
38700 RANCHO LOS CERRITOS
INDIO, CA 92203--0
(760)404-7045
Lic. No.: 921709
DR
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS .(760) 777-7153
Date: 10/28/13
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
1 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 whichthispermit is
S.issued.
! _1 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 EVEREST NATL Policy Number 7600009663131
_ I certify that, in the performance of the work for which this p6rmit is issued, I shall not employ any
person in any manner so as to become subject t/the orkers' compensation laws of California,
and agree that, if I should become subject to thrs' compensation provisions of Section
I,\r1p370 10 of the Labor C e, I shall forthwith compthose provisions.
Date: `13--AViJ Applicant: --"-
WARNING:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATJ 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 of such permit,,or cessation of work for 180 days will subject
permit to cancellation. I-
I certify that I have read this application and state that the above information is co sect. I agree to comply with all
city and county ordinances and state laws relating to building construction, and ereby authorize representatives
of this countytoenter upon the above-mentioned pr ope for inspection purp ses.
Date: v Signature (AP plicant or Agent):
-' Application Number . . . . . 13-00001366
Permit . . WALL/FENCE PERMIT 2013
Additional desc .
Permit.Fee 47.19 Plan Check Fee
.00
Issue Date . . . . Valuation
2500
.Expiration Date 4/26/14
` Qty Unit Charge Per
Extension
1.00 47.1900,LS MISC WALL, FIRST 100 LF
47.19
_____ ---------------------------------------------------------------
Special Notes and Comments
^ BLOCK WALL - INSTALL 43 L.F. OF 6 FT.
' HIGH BLOCK WALL WITH (2) 12"X12" COLUMNS
AT ENTRYWAY (PER ATTACHED APPROVED PLANS
AND ORCO SPECIFICATIONS) PRECISION
CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE `
VISIBLE FROM OUTSIDE THE PROPERTY. 2010
CALIFORNIA BUILDING CODES:
------------------------------ ----------------- -
Other Fees . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid. Credited
Due
Permit Fee Total 47.19 .00 .00
47.19
Plan Check Total .00 .00, .00
.00
Other Fee Total 61.06 .00 .00
61.06
Grand Total- 108.25 .00 .00
108.25
c
t
i
Bin #
City, of La Qufnta
Building &r Safety Division =
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012 t
Building Permit Application and Tracking Sheet
Per it # („
77
'Project Address: a.
Owner'sName•
A. P. Number: _
Address:
Legal Description:
City, ST, Zip:
Contractor:-
Sc, J.
-Telephone:
y ams g
Address: ,
Project Description:
City, ST, Zip:
J
Telephone: 1
sa••.t•::>:<.::s:iz::zz:::>».::;:: >s: r :'<:
State Lic. #: La
City Lic. #t
w J
a.
Arch., Engr.,.Designer:
Address:
City., ST, Zip:
Telephone>::»:>:>::<.g;>r:::<::<.<.:::<s><::z:<>:>::;:><::.;:>;•;;::::
>;;rz:::;a:;;;:::.:; •:;w:»>::>:;::a:: <>:::::::.
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State Lic. # v<;r<t;<::.r:z>
< ;:>:>.>:: >i
Name of Contact Person:
Construction Type: Occupancy.
Project e i '
typ (circle one): New Add'n Alter Repair Demo
Sq. Ft.:
# Stories: a'^:, ..
#. Units:
Telephone #,of Contact Person: - SAS
estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc'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 Caics.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subcontacior List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.L.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
7nd Review, ready for correctionsfissue
Developer Impact Fee
Planning Approval
.'Called Contact Person,
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
P
L/T% STANDARD 6' .TO 8' CMU SITE WALLS
OAF Ill IN ol
'W' CONT. FOOTING
OPTIONAL FLAT CAP DESIGN C R17FRIA: PER THE 2010 CSC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
Z ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. RElNFORCTNG STEEL : GRADE 50.
5. 1500 PSI MASONRY COMPRE'SWON STRENGTH - NO SPCC.
INSPECTION
6816, 6616, OR 6618 C HU
GROUTED ONLY @ VERT 'NOTES:
STEEL
Y DROP-IN BAR
A'6 STD JOINT
REINFORCEMENT @ 24"01C
(3 PLACES - 4 PLACES FOR 7'
& 8' WALLS). USE #5 STD.
FOR SLUMP BLOCK
N07E• PROVIDE S'4 DOWEL 8
A'4 DROP-IN LIAR AT EACH
SIDE OF CONTROL JOIN7S,
ENDS OF WALLS AND @ WALL
HL7GHTCHANGES
x DOWEL @ CENTER OF
CMU.
LEVEL GRADE BOTH SIDES
#4 HORZ CONT.
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
1. CONCRETE BLOCKSHALL CONFORM TO ASTM C90. WEDGELOCK
BLOC X SLUMP BLCXXAND SPLITFAC F&OCXAREACCEPTABL E,
2. CxONCREM FOR FOOTING SHALL BE I PART CiMLM TO 2-112
PAR75SAND TO 3-112 PARTS GRAVEL WRHA MAXIMUM OF 1-112
GALLONS OF WATER PER SAC X PORTLAND CEMENT SHALL CONFORM
TO A5774 C 150 TYPE WK fc = 25W PST
3. REZNFORC7NG STEEL SHALL BE DEFORMED AND CONFORM TO
ASTMA 615 GRADE 60. PROVIDE 48 a4 DIAMETER LAP.
4. REHAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICHITISLO(ATED.
S, CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND
PATTERN WITH VER77ca colmNUl7Y OF THE CULLS UNO.
6. AL1 BLCXX CFLLS CONTATNING VERTICAL RLBAR SHALL BE SOLID
GROUTED.
Z USE TYPE S MORTAR PROPORTIONED USING ASTM C270 PART
CEMENT TO 1/2 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAYCiONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONSARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZEEIS SUFFICIENT TO ALLOW GOOD GROUT
PLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE C2ONSITUENTSS
9. BLOCKSTEM MAYBE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC BLOCK STEM MAYBE PLACED TO
ETTMER EDGE OF THE TRENCH TYPE F0077NG.
10. F0077NG MUST SEPOURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WnNA MINIMUM
COMPAC77ON OF 90%.
11. FIRSTINSPECTION TO BEAFIER FOOTING TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS 77ED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VE R77CAL IS IN
PLACEAND THE BLOCK WALL IS READY 70 GROUT.
12. MAXIMUM Comma JOINT SPACING. 40' O/C 20' O/C FOR
WALLS TO BE MORTAR WASHED OR snxm COATED.
2 5/8" MIN. AFAR C EU.
OPBV REQUIRED TO LEE
6616 SLUMPED OW.
ORClO WIDE CELL SLUMP
QfkOFESS10
A'9 ( 2
h
13
m
m
c ~ C31925 N z
* EXP. 12-31-2014
4TF / C A
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING I
1,
WIND ' MAX. W Y
WIN
DESIGN
WALL
SPREAD
'X'
SPEED
FOOTING
DOWEL
'Y' BAR
HEIGHT
WIDTH
.#4 @ 48" 0/C 33"
#4 @+48" 0/C
(, U
6'-0"
I' -C%"'
48. 0/C FOR 6•
' 48' 0/C FOR 6'
w
SLUMP BLOCK. 8 -- su -
SLUMP BLOCK.
N Q_
X
w
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
Q
6'-8"
1'-1 1",
40' 0/C FOR
L
40' 0/C FOR 6'
Q
Z w
.
SLUMP BLOCK.. I O" -- I O" J
SLUMP BLOCK.
w
= U)
#4 @ 40" 0/C 33'
#4 @ " 0/C .
C
7'_4 ,
-
32' 0/C FOR 6'
32' 0/C FOR
N
SLUMP BLOCK. IO" -- IO"
BLOCK..
C
co
h
#4 @ 32" 0/C - 33"'
#4 @ 32" 0/C
8'-0"
2'-4"
24' O/C FOR 6'
24' 0/C FOR 6'
SLUMP BLOCK. I2"-- I2"
SLUMP BLOCK.
NUI t: KJK IB'" LUNG BLOCK USE 9" INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE:
48" O/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" 0/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" 0/C FOR 18" BLOCK - ET
04 DOWEL LID EAOY SIDE OF
RLOOC-a( W1 A'4 DROP-IN B4R
r awa- u%
&= WAU w/amrmaW
er"ecros
N hOiL r OTQAWPH AW
/R(wRfX/mlI WMDMIWfAOIT
C£AR lilAY SLO.
2
Iy `I LUNE. F0077NG 1 •o°• .' •o. •? B .
,•p v p.
FOR S/DEYARD RETURN WALLS WHERE
DRAINAGESWALEOO=ES,AWSLO(X - .J' nluvzlavr.seonw-movmex
MAYLEFTOUT@SWALEGRADEPROWDE ~. rmcuv.vnrwon orrabwrmv ..
04 DOWN AND 04 DROP-IN B4R ON FAL3L - S .
SIDE OF THE 112LTLOIXDR41V-AS COAMCMau /'-p•
SHOWN.
FOOTING STEP DETAIL
QROFE ON
4
y
u .( m
w m
CITY OF LA Q.UINTA C-31-2 A
* ExP.l2-31-2014
S4 C'V, ?P
TF
0F CA FO
a
6'--8" t0 8'-8" HIGH ORCO 16" SQ. PILASTER
FOR 85 MPH EXPOSURE C WIND
NOTES:
DESIGN OPITERIA: PER THE 2010 CBC
1. CONCRETE BLOCK S114U CONFORM TO ASTM C 90. ORCO STD.
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF PREQSION, SPLIT FACE, SLUMPED, OR WEDGEZOLX BLOCK MAYBE
2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF USED
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS
4. REINFORCING STEEL : GRADE 60. 2 CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
5. SEISMIC- 70% ONESEC: ACCELERA770N. PARTS SAND TO 3-1/2 PARTS GRAVEL WITHA MAXIMUM OF 1-1/1
6. 1500 PSI MASONRY COMPRESSION STRENGTH. GALLONS OF WATER PER .SAC1r PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE V. k = 2500 PSI
U
FOOT/NG WIDTH
h
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED -
FOR CONSTRUCTION
DATEIOZF//'4BY
,f4 HORZ 'W' 6" LONG
® 12" O/C EACH WAY
SO. FOOTING W/DTH "W'
3. RE7NFORaNG STEEL SHALL BE DEFORMED AND CONFORM TO
8-8'
.2'-0"
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER W.
OPTIONAL CAP
4. R04R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WMOi IT IS LOC47ED.
S. CONCRETE BLOCKSHALL BE LAVED IN A RUNNING BOND
PATTERN W M VER77C4L CON77NUITY OF THE CE I UNO.
16816 O
16616 PILASTER
CMU - .
OLID GROUTED.
6. ALL BLOCK CEL CONTAINING VERTICAL REBAR SHALL BE SOLID
SEE DIA
RAM BELOW
GROUTED.
(2) Ifo VER
DROP-IN BARS
7. USE OSP TYPES MORTAR PROPORTIONED USING ASTM C 170. 1
PART CEMENT TO I/2 PART LIME TO 4-1/2 PAR73 DMPP LOOSE
SAND.
%<
8. GROUT FOR CIONCRETE BLOGX PER ASTM C 476 70 BE 1 PART
Q
CEMENT TO 3 PARTS S4ND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WE47HER CONDITIONS ARE FAVORABLEAND BLOO(
UNOBSTRUCTED CELL SUE IS SUR7CTENT TO ALLOW GOOD GROUT
pp
ROW): WATER SHALL BE ADDED 7D PRODUCE GOOD GROUT FLOW
WITHOUT SEGREG471ON OF ONE CON57TUENTS
9. BLOCX STEM MAY BE WET -SET 1-1/2"INTO ONE FOOTING WHILE
THE CONCRETE IS PLASTIC BLOCK STEM MAY BE PLACED TO
m-
EITHER EDGE OF ONE TREND/ TYPE FOOTING.
3-1/2" CLR. 10. F007ING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90%.
11. FIRST INSPEC77ON 70 BE AFTER FOOTING TRENCHES ARE
READY FOR C7NCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION 7O BE WHEN ONE REQUIRED 7TCXL IN
(2) f4 DO
W/.24" M
M/
PLA
PLA CE AND THE BLOCK WALL IS READ Y7i GROUT.
EXTENSION
INTO CMU. I
`J
12. PROVIDE EXPANSIOWCONIROL JOINT ON EAOI SIDE OF
PILASTER. WHERE INTERSECTING BLOCK WALLS OCaIR.
EQUAL
7,EQUAL
2
16816 PILASTER
CMU
- SOLID GROUTED
e
U
FOOT/NG WIDTH
h
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED -
FOR CONSTRUCTION
DATEIOZF//'4BY
,f4 HORZ 'W' 6" LONG
® 12" O/C EACH WAY
SO. FOOTING W/DTH "W'
8-8'
.2'-0"
2'-3"
2'-9"
LIE
(2) #4 VER71CAL - AS
SHOWN
OFE
y
~ CJIDYB N
*. E, , iZ 3f-ZiDf4
2qr C / V i
cFcof