BWFE2019-006178-495 CALLE TAMPICO C� 0 D %Pi[[rfA1
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number:
BWFE2019-0061
Property Address:
81175 ELSWORTH PL
APN:
767670010
Application Description:
GIORDANO / 400 RETAINING AND 210 GARDEN WALLS
Property Zoning:
Application Valuation:
$30,000.00
Applicant: D
MARIO A YANEZ CONSTRUCTION
PO BOX 580925
NORTH PALM SPRINGS, CA 92258 APR 10 2019 i9
CITY OF LADUINTA
DESIGN & DEVELOPMENT Di DARTS IENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9
(commencing with Section 70001 of Division 3 of the Business and Professions Code, and
my License is in full force and effect.
License Class:
�B-}— %License No.: 102684DECLAIRIATI
Date; r V `r7 fContractor:
OWNER-BUILN
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).:
(_) 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 Addres
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 4/10/2019
Owner:
GIORDANO JR. JOSEPH & BETH L.
80605 VIA MONTECITO
LA QUINTA, CA 92253
Contractor:
MARIO A YANEZ CONSTRUCTION
PO BOX 580925
NORTH PALM SPRINGS, CA 92258
(760)285-1532
Llc. No.: 1026884
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'
compensate , as provided for by Section 3700 of the Labor Code, for the performance
of th r which this permit is issued.
]have and will maintain workers' compensation insurance, as required by
Secti 700 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: jV01i"A80 INSU j NCE COMPANY Policy Number: MAWC045971
I certify that in the performance of the work for which this permit is issued,
shal I 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 Cad shall thwith
comply with those provisions. %o
Date: f /p �w Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COV NLAWFUL,
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 to g
construction, and hereby authorize representatives of this city to enterypo
mentioned property for inspection purposes.
Date: —ro-2 Signature(ApplicantorAgenLU
Application Number:
BWFE2019-0061
Property Address:
81175 ELSWORTH PL
APN:
767670010
Application Description:
GIORDANO / 400 RETAINING AND 210 GARDEN WALLS
Property Zoning:
Application Valuation:
$30,000.00
Applicant:
MARIO A YANEZ CONSTRUCTION
PO BOX 580925
NORTH PALM SPRINGS, CA 92258
Date: 4/.10/2019
Owner:
GIORDANO JR. JOSEPH & BETH L.
80605 VIA MONTECITO
LA QUINTA, CA 92253
Contractor:
MARIO A YANEZ CONSTRUCTION
PO BOX 580925
NORTH PALM SPRINGS, CA 92258
(760)285-1532
Llc. No.: 1026884
Detail: 400LF OF ANGELUS 5-1.5LQ RETAINING ON SIDE PL AND 210LF OF ANGELUS 5-1.2LQ ON INTERIOR GARDEN WALLS (ANGELUS ENGINEERING]
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 •1.
DESCRIPTION ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 501-F
101-0000-42400
0
$80.05
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$176.11
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$53.37
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$66.71
Total Paid for BLOCK WALL: $376.24
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$2.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00
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
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
ta Qw�tra
__— i At WORNIA —.
PERMIT # O I R -GGA
PLAN LOCATION:
Project Address:071 l-
Project Description:
Garage SF
Telephone:7eO •.Z •. S3Z
Patio/Porch SF
Email: Baia .�
Applicant a�m •
IJ
li -eP1
Address: to101 NO,
City, ST, Zip:
Telephone: -7 w
Email:{'- r�, qV4��
Valuation of Project $,R0 00'D
Contractor Name:„ ate VPi
New SFD Construction:
Address: PG 8 axP /
Conditioned Space SF
City, St, Zip tjm, TWvAe C.
Garage SF
Telephone:7eO •.Z •. S3Z
Patio/Porch SF
Email: Baia .�
h Fire Sprinklers SF
State Lic: 01.68$L City Bus Lic:
State Lic: City Bus Lic:
Architect/ Engineer Name:
Construction Occupancy:
Address:
Grading:
City, St, Zip
Construction Type: Occupancy:
Telephone:
Bedrooms: Stories:
# Units:
Email:
78495 CALLE
State Lic: City Bus Lic:
,,.—w r i. w1 n
Property Owner's Name:
New Commercial / Tenant Improvements:
Address: Vii^
Total Building _SF
City, ST, Zip
Construction Type: Occupancy:
Telephone:
Email:
78495 CALLE
TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
# Submittal
Required
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
i
City Business License
)y8L*0CKtnC4a�,.1NC.
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 150Gpsf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION - 0.25, COHESION = Dos(
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, Fm - 150OPsi. SPECIAL INSPECTION
NOT REQUIRED PER CSC 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
li GRADE 60, PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VrRTICAL BARS IN CELLS.
( 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
I WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi 10 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 PREBLENDEO 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 0270,
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.
B. 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'-C"o.c. OR 20'-O"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. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
GHL INC.
ARCHITECTURE i ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626.938.1595
F: 626,938.0485
NM1iM14 nI11r,r+rn,.,
6' High Wall 2' to 4' Retaining
Toe -out Footing
C ® 110mph (ult.)
Risk Category I
678" Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
15 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE, --
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6' WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE 10 CTR.
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
10 RETAINING
4"0 SDR 35 PERF, PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC- - ••�
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU_
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP —....
24" MIN.
F. G
WET -SET FIRST w _
COURSE 4
#4 CONT.- ........-
#4 CONT. 0 12'o.c. - —:
CONT. CONE. FTG.
CONC. KEY --J
I 12" 1 12" \
B' MIN.
LOADING PER SCHEDULE
1. SEISMIC, 5% DAMPING 10 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A DATE: 09/21/2018
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
o��io
OPTIONAL CHAMFER
-
MASONRY FENCE RETAINING WALL SCHEDULE
,H•
X' BARS I 'Y' BARS
16" LONG CMU 16" LONG CMU
B' MIN.
C. MIN.
2'-0"
4D32"o. c.
41048"o.c.
2'-4"
0 -3'
OF BLOCK TO
G.
OF VERT
w
2' 8"
41032"o.c.
4048'o.c.
2'-4"
a
3'-4"
41032"o.c.
4®48"o. c.
2'-6"
4'-0"
41032"o.c.
4®48'o. c.
2'-10.,
GHL INC.
ARCHITECTURE i ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626.938.1595
F: 626,938.0485
NM1iM14 nI11r,r+rn,.,
6' High Wall 2' to 4' Retaining
Toe -out Footing
C ® 110mph (ult.)
Risk Category I
678" Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
15 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE, --
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6' WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE 10 CTR.
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
10 RETAINING
4"0 SDR 35 PERF, PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC- - ••�
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU_
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP —....
24" MIN.
F. G
WET -SET FIRST w _
COURSE 4
#4 CONT.- ........-
#4 CONT. 0 12'o.c. - —:
CONT. CONE. FTG.
CONC. KEY --J
I 12" 1 12" \
B' MIN.
LOADING PER SCHEDULE
1. SEISMIC, 5% DAMPING 10 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A DATE: 09/21/2018
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
o��io
OPTIONAL CHAMFER
-
'BACKFILL
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
Imo.
24" OUTSIDE FACE
OF BLOCK TO
G.
OF VERT
w
U
rn
w
a
3" CLR.
TYP.
#4016"o.c. STAGGERED
W/ STEM BAR FOR
TYPE 'A' WALLS
RETAINING 3'-4" & 4'-0"
DATE SIGNED 9-10-18
S-1.5LQ
#16-077
AMBIL*OCK�50M�,.INC.
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
a. COEFFICIENT OF FRICTION = 0-25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6, MASONRY COMPRESSIVE STRENGTH, !'m = 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 3ARS 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 0 110mph (ult)
Risk Category I
6" Wide CMU
OPTIONAL WALL CAP
t6 STO, LADDER TYPE
#5 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 PREBL.ENDED 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 C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000p81.
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"o.c. IF WALL IS TO BE STUCCO COATEO 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. Ar IE R VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
SEE DIFTAiI 114FFT 1-41
MASONRY FENCE WALL SCHEDULE
H' MAX.
X' BARS
1fi" LONG CMU " LONG CMU
D' MIN.
6'— 0"
4048"0.c. 4054"o. c.
2'-4"
F.G.
z
6'-8"
4®40"o. C. 4®45"o.C.
2'-7"
J
in
7'-4"
#4032"o.c. 4036"o.c.
w
WET—SET FIRST
8'-0"
4024"o.c. 4027"o.c.
2'-10"
WALL DESIGN IS ADEQUATE FOR 2:1 MIN.
WITH NO SETBACK.
SLOPE
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626.938 1595
F: 626 938 0985
yI'lna.com
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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
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APPROVED
FOR CONSTRUCTION
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