BWFE2018-0019JT
4aw
78-495 CALLE TAMPICO. VOICE(760) 777-7125
LA QUINTA, CALIFORNIA 92253 NFAX (760) 777-7011
DESIG& DEVELOPMENT DEPARTMENT . INSPECTIONS (760) 777-7153
BUILDING PERMIT ,
Date: 1/29/2018
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Owner:
Application Number: BWFE2018-0019 SPIEGEL DEV.
Property Address: 53920 AVENIDA MARTINEZ
APN: 774172009 0.
Application Description: SPEIGEL / 50LF COMBO WALL
Property Zoning:
Application Valuation: n %A1 fl n
Applicant:I JAIND
Contractor:
CORONEL ENTERPRISES INC 2 9 2CORONEL ENTERPRISES INC
42760 MADIO STREET --- 42760 MADIO STREET
INDIO, CA 92201 011YOFLAQUINTIO, CA 92201
�1LNfUNffbH�l�eino„�.� �_.-----
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 Professions Code, and
my License is in full force and effect.
License Class: B License No.: 7271
Contr" .ac or:
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).:
( 11, 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 owrier-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:
(760)775-1234
Llc. No.: 727199
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 e prk for which this permit is issued.
r shave 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: _BENCHMARK INSURANCE COMPANY . Policy Number: CST5011949
_ 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 Se •on 370 of the =11 forthwith
comply with those provisions.
Dat JL5 I s Applin` ani:
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 Building Official 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 above information is correct.
I agree to comply with all city and county ordinances and state laws relating tob ing
construction, and hereby authorize representatives oft cit to enter a ab e
mentioned property for inspection purposes. n
Date: -a `l- 1 i Sign tu`re ftplicant or Agent)
py '
Application Number: BWFE2018-0019
Property Address: 53920 AVENIDA MARTINEZ
APN: 774172009
Application Description: SPEIGEL / 50LF COMBO WALL
Property Zoning:
Application Valuation:
Owner:
SPIEGEL DEV.
0
Date: 1/29/2018
Applicant: Contractor:
CORONEL ENTERPRISES INC CORO NEL ENTERPRISES INC ,
42760 MADIO.STREET 42760 MADIO STREET
INDIO, CA 92201 INDIO, CA 92201
(760)775-1234
Llc. No.: 727199
--------------------------------------------------------------------------------------------
Detail: 50LF OF COMBO WALL 4' RETAINING WITH 5' GARDEN AT REAR OF PROPERTY. [ANGELUS S-1.6 LQ] PRECISION CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND
ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY
OWNER. 2016 CALIFORNIA BUILDING CODES.
FINANCIAL
DESCRIPTION
INFORMATION
ACCOUNT QTY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400 0
$15.60
DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404 0
$52.01
DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600 0
$65.02
Total Paid for BLOCK WALL:
$132.63
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE:
$10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
u
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
i
Ly V C1
Building Safety Division
P.O. Box 1504
:Permit -0 78-495 Calle7arnpico
La Quinca, CA 92253
Building Permit Application and Tracking Sheet
Project A—ddress:Owner's Name:
SA
A. P. Number: Address:
Les!al,,DL-:scnption*: Ciry,ST, Zip:
Contractor: (�,,�_\
c3r: Telephone:
Address: 4-,)-7(,0 Project Description:
:
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p: �� XXQ
Telephone: '-7(,o--7-7s-l13
State Lic- -7a-7 (rj
City Lic. #:*
Arch.. En_r.. Designer:
31
Address:
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Telephone:
State Lic.
Name of Contact Person:
OR
Telephone = of Contact Person: '7,&o
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Consw.uction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft: # Stories: fi Units:
Estimated Value of Project:
31
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ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE - 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE m 30pcf
6. MASONRY COMPRESSIVE STRENGTH, f'm = 1500ps1. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A815
GRADE 60. 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. PROVIOE MINIMUM 6 INCH LAP SPLICES,
3. STRENGTH OF CONCRETE FOR FOOTINGS 2500psf ® 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
2000pa1.
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. 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
40'-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 IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
,H, ,..,.�. �a• snun nw, ,e , nun nu„ 'B' MIN. I 'C' MIN.
GHL INC,
4;;':F;li•�� :!.IiE.�=h1(iINF.EFItv(i
228 East Oadillo Shroc, ' Covina. CA 91)23
�'. 426.938.1-195
is SM -38.0.185
WWI ylll•(It! t'!��n
6' High Wail 2' to 4' Retaining
.Heel -in Footing
C o 110mph (ult.)
Risk Category I
678" Wide CMU
OPTIONAL WALL CAP--,
8 STD. LADDER TYPE
1. STD. FOR SLUMPSTONEj
REINF. TOP
VDINT' AT COURRSE.
AT FIRST COURSE, 'AND 24"6.c.
AT FENCE
H' + 12"
»
8 WIDE (NOM.). CMU
DISTANCE TO EDGE OF
W/ BARS PER
NEAREST ADJACENT
SCHEDULE ®CTf�.
FOUNDATION
OF WALL. GROUT
CELLS w/ REINF.
o
I
y4 HORIZ.. 02476.0'.
® RETAINING
OPTIONAL CHAMFER
4"0 SOR 35 PERF, PIPE w/
BACKFILL-.
1c.f. 3/4" GRAVEL WRAPPED IN
WELL GRADED, CLEAN
MIRAFI 140N FILTER FABRIC -ANDS
OR GRAVEL OR
'SLOPE TO DRAIN. WATERPROOF
COMBINATION
BACKSIDE OF RETAINING WALL
USC= GW,GP OR SW,SP
8' WIDE (NOM.) CMU
FULLY GROUTED
2} OUTSIDE FACE
'X' BARS PER
OF BLOCK TO
SCHEDULE, LAP
Q OF VERT
24" MIN.
x
F.G.
r l'
h
WET -SET FIRST 'z�:
COARSE
B4 CON T........ -
d4 CONT. ® 12"o.c.
N
- -
n
CONT. CONC. FT6.�7
CONC, KEY 12" 12-
'S' MIN.
PER SCHEDULE
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Ca=0.33WL
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING,
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED.
FOR CONSTRUCTION
by: A. 9.4i_ . DATE: 04/27/2017
DATE SIGNED 4-12-17
.S-1.6LQ
#16-077
,