BLCK (13-0983)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
Applicant:
T-it(t 4 4 Q" -
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
13-00000983 .
53385 AVENIDA MENDOZA
774-092-019-7 -000000-
WALL/FENCE
COVE RESIDENTIAL
6250
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 Code, and my License is in full force and effect.
License Class: C29 ' 1J LicenseNo.: 301880
Date: . Contractor, ( --V
OWNER -BUILDER DECLARATION
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).:
(_) 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 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 Law.).
( ) 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: n
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/07/13
Owner.
P
F_'�'L
�_
ROPER MORRIS
LA QUINTA, CA 92253
(760) 000-000o 7
0 AUG 2013
CITY OF LA QUINTA
Contractor: t FINANCE DEPT
VELASQUEZ MASONRY
30266 MUIRFIELD WAY
CATHEDRAL CITY, CA 92234
(760)321-2193
Lic. No.: 301880
-----------------------------------------------
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 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 TOWER INS Policy Number 7763251489
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
�(j j3700 of the Labor Code,
I shall forth ith omply with those rovisions.
,te: - 1 Applicant.,f�J_���
.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.
. 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.
1 certify that I have read this application and state that the above information is corre I agree to comply with all
city and county ordinances and state laws relating to building construction, and h by authorize representatives
of thissccoo my to enter upon the above-mentioned property fu, paecttiio pur S.
Date:"* Signature (Applicant or Agent)) -00-"
Application Number . . . . . 13-00000983
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 61.49 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 6250
Expiration Date 2/03/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
1.00 14.3000 EA MISC WALL, ADDL 50 LF
14.30
------------------ - ------------------
Special Notes and Comments
65LF OF 6' BLOCK WALL AT SOUTH PROPERTY
LINE AND 60LF OF 51BLOCK WALL COURTYARD
AND FRONT SIDE YARD (ANGELUS
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 61.49 .00 .00
61.49
Plan Check Total .00 .00 .00
.00
Other Fee Total 61.06 .00 .00
61.06
Grand Total 122.55 .00 .00
122.55
LQPERMIT
Bin #
City of La Qu►nta
But ilding &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Perit #
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Project Address:
.YL .
A. P. Number:
Owner's Name: no 4.�,L o�'r
Address:
Legal Description:
City, ST, Zip:
Contractor: V S
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Address: S(D Z Ul2 —i mai W
Project Description:
City, ST, Zip: �
7, j�jo L,
Telephone: C)
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State Lie. # ::gxD (
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City Lie.
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CSF St koc �
Arch., Engr., Designer:us
Address:
( �' V ( ('
City, ST, Zip:
Telephone:
-ProJect
Construction T e: Occupancy:
YP P Y
State L ic. #•
tYPa (circle one): New Add' n Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#1
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
l
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:-
'^' 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
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5'
SET
AND GUTTER LK IUI'I r'VINI
THE DEVELOPEIIS RESPONSIBLE FOR THE YERIFIGATION CF
EXISTING CURB (OR EDGE OF STREET PAYING IF NO CURS EXISTS) LOCATION FROM
PROPERTY LINE(S) WITH THE PUSIJC WOR" DEPARTMENT.
AVENIDA MENDOZA
SITE PLAN -
SCALE; 1/8' = V-0'
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Date & Description
GENERAL INFORMATION
P.C.C.
OWNER: ROPER MORRIS
51-200 CALLE PALOMA
LA QUINTA, CA 92253
LEGAL DESCRIPTION: LOT 7, BLOCK 212
APN: 774-092-019
PROJECT ADDRESS: 53-385 AVENIDA MENDOZA
LA QUINTA, CA 92253
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OCCUPANCY: TYPE V -B NON -RATED
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AREA TABULATIONS
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RESIDENCE 1,941 SQ.FT.
GARAGE 458 SQ.FT.
COVERED PATIO 167 SQ.FT.
TOTAL STRUCTURE 2,566 SQ.FT.
3
TOTAL SITE 5,000 SQ.FT.
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2,566 / 5,000
TOTAL LOT COVERAGE 51.3%
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FIXTURE FLOW RATES
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FIXTURE TYPE MAXIMUM FLOW RATE
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SHOWERHEADS
2 GPM @ 80 psi
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LAVATORY FAUCETS
1.5 GPM @ 60 psi
KITCHEN FAUCETS
1.8 GPM @ 60 psi
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WATER CLOSETS
1.28 GALLONS/FLUSH
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URINALS
0.5 GALLONS/FLUSH
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1. AUTOMATIC IRRIGATION CONTROLLLER(S) INSTALLED BY THE BUILDER
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SHALL BE IN A PLACE FOR FINAL INSPECTION AND SHALL MEET THE
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FOLLOWING REQUIREMENTS:
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a. CONTROLLERS SHALL BE WEATHER - OR SOIL MOISTURE -BASED
CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE
Al ■
TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE.
b. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR
r
COMMUNICATION SYSTEM THAT ACCOUNT FOR LOCAL RAINFALL SHALL
i
HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS
OR COMMUNICATES WITH THE CONTRILLER(S). SOIL MOISTURE -BASED
CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT.
(CALGREEN 4.304.1)
I
2. SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY
FROM BUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY
ENGINEER THAT SHOW SITE GRADING AND PROVIDE FOR STORM WATER
RETENTION AND DRAINAGE DURING CONSTRUCTION. BMP'S THAT ARE
I
CURRENTLY ENFORCED BY THE CITY ENGINEER MUST BE IMPLEMENTED
PRIOR TO INITIAL INSPECTION BY THE BUILDING DEPARTMENT (CGC 4.106.3)
3. A MINIMUM OF 50% OF CONSTRUCTION WASTE IS TO BE RECYCLED.
I
(CGC 4.408.1)
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Rev. #
Date & Description
Q04/25/2013
P.C.C.
Job # 2013.06
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Date: 04/26/2013
Sheet
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CO, INC,
SInoe.1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1_ DESIGN CRITERIA PER 2010 CBC
2. ALLOWABLE SOIL BEARING PRESSURE — 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION =. 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE — 30pcf
6. MASONRY COMPRESSIVE STRENGTH, I m = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3. 'U' OCCUPANCY.
7, USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 50. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES. WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 5 INCH LAP SPLICES:
3. STRENGTH OF CONCRETE FOR FOOTINGS — 2500psi @ 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND —GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED,
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
$. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
4O'-0"o.c. OR 20'-0`o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A: AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT 15 IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK -OUT DETAILS
SEE DETAIL SHEET S-5.1.
6' to 8' high Site Wall
Spread Footing - C o 85mph
6" Wide CMU
CITY OF LA QUINT/
RUILDING & SAFETY DEP
OPTIONAL WALL AP
FOR CONSTRUCTION
STD. LADDER TYPE
J5 STD FOR SLUMPSTONE;
JOINT REINF. AT TOP COUR
AT FIRST COURSE. AND 24
6- WIDE (NDM.) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE 0
CTR, OF WALL
'Y BARS PER
SCHEDULE LAP - --- - PER 'L'
EQ, EQ.
F.G.----
WET -SET FIRST
COURSE
2-#4
CONT. CONC. FTG.
ALT. BENDS W MIN.
PER SCHEDULE
H' MAX. `X' BARS RUNF.WALL STEM Y 9,ARS 'L' STEM W MIN,
16- LONG CMU 16- LONG CMU TYPE PER 5-2.0 16' LONG CMU 18' LONG CUU
6'-0" #40.48"o.c. #4054"o,.c. 4024 O.-C. 4627-o.c. 2'—W 2'-9-
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_ ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East HadMo Street • CDvina • CA • 91723-2115
1626)938-1595 • Facsimile (626) 939-0485
"enp/naeAng excaffence slnCe 195.7'
3'--0" 3'-3"
2'-0` 2'-0"
S-4" 3'-6"
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TYP.
DATE SIGNED 5-20-13
S-1.OLNQ
#62-55