BWFE2018-0223I L Q
78-495 CALLE TAMPICO Ct 0 D 04uslLl+rA.1
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2018-0223
Property Address: 80840 VIA PORTOFINO
APN: 777150001
Application Description: CAFFERY / 150LF BLOCK WALLS
Property Zoning:
Application Valuation: $13,000.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
CRAFT REPUBLIC LLC
49340 MONTPELIER DR
INDIO, CA 92201
Applicant: !9f J Contractor:
J V MASONRY J V MASONRY
65083 MARIO CI 65083 MARIO CI
MECCA, CA 92254 OCT 18 2018 MECCA, CA 92254
CITY OF LA QUINTA (760)396-5037
DESIGN AND DPROPNIRT TPARTWIT Llc. No.: 981775
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 fcommencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C29,
C-8 License No.: 981775
Date: — /O Conr: •� ■�I tracto. ' � / ` JCS
,6t✓k y
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 (commeneIng with Section 7000) of pivision
3 of the Business and Professions Code) a 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 nat more than five hundred dollars
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 corn pletton, 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 cant ractors
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
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
Date: 10/18/2018
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 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: EXEMPT Policy Number: _
_�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 come subject to the workers'
compensation laws of California, and agree that, if I h uld become subject to the
workers' compensation provisions of Section 370,n2
700 f th Labe ode, I shall forthwith
comply with those provisions. {`j
Date: I 0 ! rg— I Applicant:
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
shah defend, indemnifyand gold harmless the Clty of La Quints, 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'
I agree to comply with all city and county ordinances and state I�
construction, and hereby authorize representatives of this city to
above -mentioned roproperty for inspection purposes.
Date: ,/�'�U Signature (Applicant or Agent):
information is correct.
ws relating,)o building
Date: 10/18/2018
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
Applicant:
J V MASONRY
65083 MARIO Cl
MECCA, CA 92254
BWFE2018-0223
80840 VIA PORTOFINO
777150001
CAFFERY / 150LF BLOCK WALLS
$13,000.00
Owner:
CRAFT REPUBLIC LLC
49340 MONTPELIER DR
INDIO, CA 92201
Contractor:
J V MASONRY
65083 MARIO Cl
MECCA, CA 92254
(760)396-5037
Llc. No.: 981775
---------------------------------------------------------------------------------------------
Detail: 150LF OG GARDEN WALL VARIOUS HIEGHT [ANGELUS SPECIFICATIONS 5-1.2 LQ 5-1.9LQ1 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
WALL/FENCE - EA ADDITIONAL 50 LF
DESCRIPTION
WALL/FENCE - FIRST 100 LF
DESCRIPTION
WALL/FENCE - FIRST 100 LF PC
DESCRIPTION
BSAS SB1473 FEE
DESCRIPTION
RECORDS MANAGEMENT FEE
DESCRIPTION
TECHNOLOGY ENHANCEMENT FEE
ACCOUNT CITY
AMOUNT
101-0000-42404 0
$15.60
ACCOUNT QTY
AMOUNT
101-0000-42404 0
$52.01
ACCOUNT QTY
AMOUNT
101-0000-42600 0
$65.02
Total Paid for BLOCK WALL:
$132.63
ACCOUNT CITY
AMOUNT
101-0000-20306 0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
ACCOUNT QTY
AMOUNT
101-0000-42416 0
$10.00
Total Paid for RECORDS MANAGEMENT FEE:
$10.00
ACCOUNT QTY
AMOUNT
502-0000-43611 0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$5.00
Project Address:
APNAPN #:
Applicant Name:
Address:
City, ST, Zip:
Telephone:,_
Email:
Contractor Name: I2
Address:
City, St, Zip
Telephone:
Email:
State Lic: DIY/ 7 S-City Bus Lic:
Arch/Eng Name:
Address:
City, St, Zip
Telephone:
Email:
State Lic:
City Bus Lic:
PERMIT # &dF-
PLAN LOCATION:
Project Description: Pool, Remodel, Add't, Elect, Plumb, ]l�fech
�vr
A,, A o uF owc
;(Oc.k WC4 l)SItAc lYt 5
00 Iv , 212'`X 21'
Property Owner's Name: O
-kfT,—
Address: i�o — > q (j V i CI o
City, ST; Zip LA C lJ!✓i-�cA 2'
Telephone: ,
Email:
Valuation of Project I ii06
New SFD Construction:
Conditioned Space
Garage
Patio/Porch
Fire Sprinklers
Construction Type:
Grading:
Bedrooms: i Stories:
SF
SF
SF
SF
Occupancy:
# Units:
New Commercial / Tenant Improvements:
Total Building SF
Construction Type: Occupancy:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
BLOCK CO.. 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 = 0,25, 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 a 110mph Wit)
Risk Category I
6" Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
05 STD FOR SLUMPSTONE)�
JOINT REINF. AT TOP COURSE.
AT FIRST COURSE, AND 24"o.c.
6" WIDE (NOM.) CMU
GROUT CELLS —
w/ REINF.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENOED MASONRY MORTAR AS 'X' BARS PER
MANUFACTURED BY E-Z MIX INC., CONFORMING TO PROPORTIONS AND SCHEDULE
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS CTR. OF WALL
MANUFACTURED BY E-Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270,
6. GROUT SHALL CONFORM TO ASTM 0476. WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000ps1.
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'-Wo,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 SHFFT S—F; 1
MASONRY FENCE WALL SCHEDULE
H' MAX.
X' BARS
16" LONG CMU 16" LONG CMU
'D' MIN.
6 -0"
4®48 o.c.
4054"o.c.
2 -4"
6'-8"
4®40"o.c.
4045"o.c.
2'-7"
7' 4"
4®32"o.c.
4036'o.c.
�2-8"
8'-0"
4®24"o.c.
4027"o.c.
2'-13
WALL DESIGN IS ADEQUATE FOR 2:1 MIN. SLOPE
WITH NO SETBACK.
GHL INC.
ARCHITECTURE , ENGINEERING
228 East Badillo Street 1 Covina, CA 91723
T: 626.938 1595
F: 626.93& 0485
_ www ghlae com
J
0
SETBACK
DWLS. TO MATCH
VERT. REINF. LAP —
24" MIN.
F.G.—WET-SET
4-
FIRST
COURSE
2
2-#4 CONT.
Z w
f x
CE
U W
0-
CONT. CONC. FTG.------- 8" 5'-0" MIN.
CONT.' TO DAYLIGHT
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. DATE: 09/21/2018
DATE SIGNED 9-10-18
S-1.2LQ
#16-077
dgyft*OCK�5=�,,
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 = 30pcf
6, MASONRY COMPRESSIVE STRENGTH, f m — 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2. EXCEPTION 2, V 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. NOT USED.
6'-8" to 8'--8" High Pilaster
Spread Footing
Seismic, 5% o 1 second
16" or 24" CMU Pilaster
OPTIONAL WALL CAP
CMU PILASTER, SOLID GROUT
(16" SHOWN)
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 2—#4 VERT.
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, 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.
8. NOT USED.
9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER
WHERE INTERSECTING BLOCK WALLS OCCUR.
10. NOT USED.
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. OPTIONAL ADHERED VENEER (MAX WEIGHT-10psf) MAY BE APPLIED
TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS.
MECHANICALLY —ANCHORED VENEER IS NOT PERMITTED.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
16816 OR 16616 CMU
MASONRY PILASTER SCHEDULE PILASTER, SOLID GROUT
'H.
W MAX.
'B
'N
6'-8"
16
2 -9
4
24"
3'- 4"
5
7'-4"
16"
3'-0"
4
24"
3'-6"
5
6_8"
16"
3'-3"
5
24"
4'-0"
6
LOADING
I. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs-0-33Wt.
2. SEISMIC LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C.
130mph AND LESS.
3j" OU TSIOE FACE
OF BLOCK TO
4 OF VERT
DWLS. TO MATCH
VERT. REINF. LAP
24" MIN.
F.G
WET —SET FIRST
COURSE
LONG EA. WAY
CONC. FTG
8" WIDE (NCM.)
CMU PILASTER.
SOLID GROUT ALL CELLS
CENTER VOID OPEN
OR SOLID —GROUT
A PILASTER SECTION
GHL INC.
ARCHITECTURE , ENGINEERING
229 East Badillo Street Covina, CA 91723
T: 626 9381595
F: 626-938 0485
EQ.
3�" OUTSIDE FACE
- OF BLOCK TO
I. OF VERT w
J
X W
� U
=lv)
w
a
EQ.
3" CLR.
'B' SQUARE MIN, TYP.
PER SCHEDULE
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. DATE: 09/21/2018
NO
NO. 85687
* EXP. 9-30-20 1
pF CA4\P4�
DATE SIGNED 9-10-18
S-1 e 9LQ
#16-077
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