13-0663 (BLCK)P.O': BOX 1504 "
78-495 CALLE TAMPICO
LA QUINTA; CALIFORNIA 92253
Application Number:
13-00000663
Property Address:
54720 AVENIDA RUBIO
APN:
774-272-011-14 -000000-
Application description:
WALL/FENCE
PrnpPrty 7nnina'
COVE RESIDENTIAL
Application valuation:
2000
Applicant: Architect or Engineer:
-----------------
LICENSED CONTRACTOR'S DECLARATION
i
414
C lBUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business an Professionals Code, and my License is in full force and effect.
License Class: C29 / License No.: 704270
Dates a.ila Contract.,
OWNER -B DER DECLARATION
I hereby affirm under penalty of perjury that I am exempt fr m the Contractor's State License Law for they.
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 1$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.).
(_ 1 1, 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 contractor(s) licensed
pursuant to the Contractors' State License taw.).
1 _ 1 I am exempt under Sec. , BAP.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:
LQPERAI IT
Owner:
PATRICK PICCONE
54720 AVENIDA RUBIO
LA QUINTA, CA 92253
(
Contractor:
HENRY'S MASONRY, INC.
P.O. BOX 5185
LA QUINTA, CA 92248
(760)904-4143
Lic. No.: 704270
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/28/13
U
MAY 2 #TA�
CI V OF 1-4
FINANDE DEPT
-----------------------------------------------
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.
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 LIBERTY MUTUAL Policy Number WC2Z91458499013
I 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 subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code all forthwith comply with those provisions.
Dater:Kl Applicant:
L�
WARNING: FAILURE TO SECURE WORKE ' 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.
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 certify that I have read this application and state that the abov information is correct. I agree to comply with all
city and county ordinances and state laws relating to buildin onstruction, and hereby authorize representatives
of this ypu5.. t9.,enter upon the above-mentioned propert- spection pur
Date Signature (Applicant or Agent):
Application Number . . . 13-00000663
Permit. . . . . . . WALL_ /FENCE PERMIT 2013
Additional desc .
Permit Fee''. •—.. 47.19 Plan Check Fee
.00
Issue Date Valuation2000
^
Expiration Date 11/24/13
Qty Unit Charge Per
Extension
1.00. 47.1900 LS MISC WALL, FIRST 100 LF
47.19,
Spec.:ial NuLes acid Commcnto
42LF OF 5' GARDEN AT FRONT YARD AND
' DRIVEWAY ONLY WITH TAN PRECISION BLOCK
[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
Birr.#
CItY Of is Quln�a
Building 8T Safety Division
P.O. Box 1504,78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777-7012
Building Permit Applicatlon and Tracking Sheet
Permit #
Project Address: O fte' AU 13e- 0
Ownee. Name: -f et e K il cco lv
A. P. Number.
Address:
Legal Description:
Contractor e0 t s A 4SQP K
City, ST, Zip:
Telephone: -
Address: ! 6 t� h
Pro*Description:
Des�ripption:
City, ST, Zip:]%e^4 J
/J
(!oja, vU toc�
Telephone: & Zc7O —8 X -S.- ' Y
State Lic. # : DWITO City Lie. #;
Arch., Engr., Designer.
Address:
City., ST, Zip:
Telephone:
State Lie. #:
Construction Type:. OccEpancy:
Project type (circle one): New Add'a Alter Repair Demo
Name of Contact Person•
Sq. Ft.:
# Stories:
# Unit's:
Telephone* of Contact Person:
Estimated Value of Project: Q O
APPLICANT: DO NOT WRITE BELOW THIS UNE
N
Submittal
Req'd'Rec'd
TRACMG
TERMfF FEES
Plan Sets
Plan Cheek submitted
Item Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit. .
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calm
Plans picked up
Construction
Flood plain plan
Plans resubmitted..
Mechanical
Grading plan
Z'i Review, ready for correctionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
3" Review; ready for correetions/lssue
Developer Impact Fee
Planning Approval
Called Contact Person
AXP -P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Peratit Fees
a
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ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
5,1500 PSI MASONRY COMPRESSION STRENG—H.
6816, 6616, OR 6618 CMU
GROUTED ONLY@ VERT
STEEL
'r DROP-IN BAR
#6 STD JOINT
REINFORCEMENT @ 24" 0/C
(3 PLACES - 4 PLACES FOR T
& 8' WALLS). USE #5 STD.
FOR SLUMP BLOCK
NOTE.- PROVIDE #4 DOWEL @
#4 DROP-IN BAR AT EACH
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND ® WALL
HEIGHT cuANGES
W' DOWEL @ CENTER OF
CMU.
LEVEL GRADE BOTH SIDES
#4 HORZ CONT.
N
M
'W' CONT. FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
NOTES:
1. CONCRETE BLOCK SHALL CONFORM TO AS77wC 90
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A ITAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE WV. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REW SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT IS LOCA TED.
5. CONCRETE BLOOC SHALL BE LAYED IN A RUdNING, BOND
PATTERN WITH VERTICAL CON77NUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL ReBAR SHALL BE SOLID
GROUTED.
Z USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 112 PART LIME TO 4-1/2 PARTS D, MMP, LOOSE 54 ND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CON: AIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDIITOMS ARE & VORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO'ALL0W GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSITUEN-S.
9. BLOCK STEM MAYBE WET --SET 1-1/2" INTO'THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAN BE PLACED TO
EITHER EDGE OF 7HE TRENCH TYPE F0077NG
10. FOOTING MUST BE POURED ON OR INTO YNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WI7I= A MINIMUM
COMPACTION OF 90 %.
11. FIRST INSPECTION 70 BEAFTER FOOTING TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED S—EEL IS 77ED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQLIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 40' •7/C. 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO :GATED.
CITY OF LA QUINTA
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OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
5,1500 PSI MASONRY COMPRESSION STRENG—H.
6816, 6616, OR 6618 CMU
GROUTED ONLY@ VERT
STEEL
'r DROP-IN BAR
#6 STD JOINT
REINFORCEMENT @ 24" 0/C
(3 PLACES - 4 PLACES FOR T
& 8' WALLS). USE #5 STD.
FOR SLUMP BLOCK
NOTE.- PROVIDE #4 DOWEL @
#4 DROP-IN BAR AT EACH
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND ® WALL
HEIGHT cuANGES
W' DOWEL @ CENTER OF
CMU.
LEVEL GRADE BOTH SIDES
#4 HORZ CONT.
N
M
'W' CONT. FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
NOTES:
1. CONCRETE BLOCK SHALL CONFORM TO AS77wC 90
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A ITAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE WV. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REW SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT IS LOCA TED.
5. CONCRETE BLOOC SHALL BE LAYED IN A RUdNING, BOND
PATTERN WITH VERTICAL CON77NUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL ReBAR SHALL BE SOLID
GROUTED.
Z USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 112 PART LIME TO 4-1/2 PARTS D, MMP, LOOSE 54 ND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CON: AIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDIITOMS ARE & VORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO'ALL0W GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSITUEN-S.
9. BLOCK STEM MAYBE WET --SET 1-1/2" INTO'THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAN BE PLACED TO
EITHER EDGE OF 7HE TRENCH TYPE F0077NG
10. FOOTING MUST BE POURED ON OR INTO YNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WI7I= A MINIMUM
COMPACTION OF 90 %.
11. FIRST INSPECTION 70 BEAFTER FOOTING TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED S—EEL IS 77ED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQLIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 40' •7/C. 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO :GATED.
CITY OF LA QUINTA
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Exp.. 12-31-2012
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CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
'W ,
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR r
SPEED
HEIGHT
FOOTING
WIDTH
r...o
•;p o p.
#4 @ 40" O/C 33"
I
#4 @ 40" 0/C
U V
6'-D"
1'-9"
36' 0/C - IB' CMU
36' 0/C - IB' CMU
W.
W
8" 8'
t
N
M W
#4 @ 40" 0/C 33"
#4 @ 40" 0/C '
Q Q
6'=8"
11-10"
36' 0/C - 18' CMUL
36' 0/C - 18' CMU
ZW
9" -- 9"
'
tL
CL
!
#4 @ 32" 0/C 33"
CL �
1:
7'-4"
21-0"
27' 0/C - IB' CMU
L
27' 0/C - IB' CMU
cn
lo.. 10"
°o
#4 @ 24" 0/C- 33"
#4 @ 24" 0/C
8,7-0"
2!-3"
IB' 0/C - IB' CMU
36' 0/C - 18' CMU
lOu -- 101,
L ® EACH SIDE Of
/F W/ 04 DROP-IN BAR
K-OUr
CONE. FOMAG
FOR S/DEYARD RETURN WALLS WHINE
DRAINAGESWALEOCCURES, A J/2 BLOCK
AIAYLEFFOU7® SWALE GRADE. PROVIDE
04 DOWEL AND J'4 DROP-IN BAR ON ECH
SIDE Of THE J/2 BLOCK DRAIN - AS
SHOWN.
Apart w7anwpranc
Ae+ccrns
J�MPPZ mn arp MAEQ=m-
�� M011DE?I'MOr.WMOMUMAIMJ'
OEtP /�1CYISWt
4MrAas ,cUr.
FOOTING STEP DETAIL
CITY OF LA QUINTA
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FOOTING STEP DETAIL
CITY OF LA QUINTA
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C31925
* Exp. 12-31-2012
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