BWFE2019-011678-495 CALLE TAMPICO C& 0 D e4P Q"
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2019-0116
Property Address: 80129 VIA PESSARO
APN: 777210026
Application Description: CHAPMAN / 42LF OF G GARDEN WALL
Property Zoning:
Application Valuation: $3,200.00
Applicant: D
MICHAELJEHA CONSTRUCTION
53408 VIA PISA JUN 19 2019
LA QUINTA, CA 92253 0
CITY OF LAQUINTA
DESIGN & DEVELOPMENT DEPARTMENT
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 f the si s and Professions Code,
and my Lice se is in fVII force and effect.
LicenWCla : B License No.: 4104
Date:
Contractor:
OWNER_BUILDER DECLAR ION
I hereby a# rm unde penalty of perjury that I am exe pt from he Contractor's State
License Law For the following reason (Sec. 7031.5, Busi ess an Professions Code: Any
city or county that requires a permit to construct, alter, ve, 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:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/19/2019
Owner:
GREGORY & KRISTIN CHAPMAN
80129 VIA PESSARO
LA QUINTA, CA 0
Contractor:
MICHAELJEHA CONSTRUCTION
53408 VIA PISA
LA QUINTA, CA 92253
(925)250-4038
Llc. No.: 410408
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 3701 of the Labor Code, for the performance of the work for which this permit
)ha
ueJE_
kers'compensation insurance carrier and policy number are., Policy Number:
ythat in the performance ofthe work for which this permit is issued, I
nony person in anymanner 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, I shall fo with
compl with those provisia .
Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPEN5ATI0 C ERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENA ES D CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN A/DIT14 TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SE ION 06 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDaMENT
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.
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 to building
onstruttia and h reby authorize representatives of to en up the
,bove-me oned roperty for inspection purposes.
]at Signature (Applicant ar Agen ):
Date:- 6/19/2019
Application Number:
BWFE2019-0116
Property Address:
80129 VIA PESSARO
APN:
777210026
Application Description:
CHAPMAN / 42LF OF 6' GARDEN WALL
Property Zoning:
Application Valuation:
$3,200.00
Applicant:
MICHAELJEHA CONSTRUCTION
53408 VIA PISA
LA QUINTA, CA 92253
Owner:
GREGORY & KRISTIN CHAPMAN
80129 VIA PESSARO
LA QUINTA, CA 0
Contractor:
MICHAEL JEHA CONSTRUCTION
53408 VIA PISA
LA QUINTA, CA 92253
(925)250-4038
Llc. No.: 410408
Detail: 42LF OF 6' GARDEN WALL THROUGH OUT PROPERTY [ANGELUS S-1.2 SPECIFICATIONS] 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.
DESCRIPTION
ACCOUNT QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404 0
$53.37
DESCRIPTION
ACCOUNT CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600 0
$66.71
Total Paid for BLOCK WALL:
$120.08
DESCRIPTION
ACCOUNT QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306 0 1:77-$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
DESCRIPTION
ACCOUNT QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416 0
$10.00
Total Paid for RECORDS MANAGEMENT FEE:
$10.00
DESCRIPTION
ACCOUNT CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611 0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$5.00
VtI ��ii�
I �FORN!
Project Address:
APN #:
s
Applicant Name: L
Address: j
City, ST, Zip:
Telephone:
Email: J
Property Owner's Name:
Address: a -2-
City, ST, Zip
Telephone:
Email:
Project Description:
LL
Valuation of Project $ i� "ZOU
r��
'w Commercial / Tenant Improvements:
Total Building SF
Construction Type; Occupancy:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
# 1 Submittal I Required j Received
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
AOLOCCQ. INC.
Since 1946
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 = 10.25, COHESION = Opsf
5. CANTILEVER ACTIVE — 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm - 1500psi. 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.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
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. PROVIDE MINIMUM 6 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.
6' to 8' High Site Wall
Trench Footing
C o 110mph Wit)
Risk Category I
6" Wide CMU
OPTIONAL '• I., --
STD. LA
#5 STD Ft
JOINT REINI
AT FIRST C
6" WIDE (N
GROUT CELI
w/ REINF.
5. MORTAR SHALL BE SPEC MIX TYPE S PRI_BLENDED MASONRY MORTAR AS 'X' BARS PI
MANUFACTURED BY E—Z MtX INC., CONFORMING TO PROPORTIONS AND SCHEDULE i
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WA
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000pst.
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'—O"o.c. OR 20'-0"a.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 DETAII RHFFT S-51
MASONRY FENCE WALL
SCHEDULE
'H' MAX.
X
16" LONG CMU
BARS
16" LONG CMU
'D' MIN.
6'-0
4®48"o.c.
4®54"o.c.
2 —4'
6'-8"
4®40"o.C.
4®45"o.c.
2'-7"
7'-4'
4®32"o.c.
4®36"o.c.
2'-8"
8'-0"
4024"o.c.
4®27"o.c. 1
2'-10"
WALL DESIGN IS ADEQUATE FOR 2:1 MIN. SLOPE
WITH NO SETBACK.
GHL INC.
ARCHITECTURE , ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626.938.159S
F: 626.93&0485
OWLS. TO M
VERT. REINF
24" MIN.
F. G
WET —SET FII
COURSE
2—#4 CONT.
CONT_ Cf1NC
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. 6,6i _ DATE: 09/21/2018
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