BWFE2019-022678-495 CALLE TAMP ICO
LA QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description
Property Zoning:
Application Valuation:
Tay/ ^F 4v 4ut4rw
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
WALL/FENCE/CITY STANDARD/PRE-APPROVED
BW FE2019-0226
77202 CALLE FLORA
658210042
MOYE / 30LF BLOCK WALL FOR EQUIPMENT
$2,500.00
Applicant:
AL DURRETT CONSTRUCTION
73-330 BROKEN ARROW TRAIL
PALM DESERT, CA 92260
D Q U
NOV 05 2019 D
CITY OF LA QUINTA
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 70001 of Division 3 of the Business and Professions Code, and
my License is in full force and effect.
License Class• a License No.: 45 03] 5
}�
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).:
(_) 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 Na
Lender's
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/5/2019
Owner:
CHRISTOPHER ANTHONY MOYE / AMY LIZABETH
MOYE
Contractor:
AL DURRETT CONSTRUCTION
73-330 BROKEN ARROW TRAIL
PALM DESERT, CA 92260
(442)666-9470
Llc. No.: 451035
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. Policy Number.
certify that In the performance or the work for which this permit is issued, 1
shall not employ a ny 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 Code, I shall forthwith
comply with those provisions.
AOM:
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 to building
construction, and hereby authorize representatives of this city to enter upon the above -
mentioned pr pper y for inspection purposes.
1 +' $11fliII10111111111lIcant or Agent):
Date: 11/5/2019
Application Number:
BWFE2019-0226
Property Address:
77202 CALLE FLORA
APN:
658210042
Application Description:
MOYE / 301-F BLOCK WALL FOR EQUIPMENT
Property Zoning:
Application Valuation:
$2,500.00
Applicant:
AL DURRETT CONSTRUCTION
73-330 BROKEN ARROW TRAIL
PALM DESERT, CA 92260
Owner:
CHRISTOPHER ANTHONY MOYE / AMY LIZABETH
MOYE
Contractor:
AL DURRETT CONSTRUCTION
73-330 BROKEN ARROW TRAIL
PALM DESERT, CA 92260
(442)666-9470
Llc. No.: 451035
Detail: 30LF OF G HIGH ANGELUS 5-1.1LQ GARDEN WALL FOR POOL EQUIPMENT ENCLOSURE BEHIND FIREPLACE(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
DESCRIPTION
INFORMATION
ACCOUNT QTY
101-0000-42404 0
AMOUNT
WALL/FENCE - FIRST 10OLF
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $120.75
DESCRIPTION
ACCOUNT
CITY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE 101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION I ACCOUNT j CITY I AMOUNT
TECHNOLOGY ENHANCEMENT FEE 1502-0000-43611 10 $5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
Project Address:
APN #:
Applicant Name: (fly,,. ' �70
Address: ?`7z (Da
City, ST, Zip: 44,
Telephone:
Email:
6¢ f
� �� (s �7�• i . Cc�+-rT
Contractor Name: Aw-
Address:
City, St, Zip �� r
Telephone:
Email: �r
State Lie: Ov�- City Bus Lie:
Arch/Eng Name:
Address:
City, St, Zip
Telephone:
Email:
State Lie: City Bus Lie:
Property Owner's Name:
Address:
City, ST, Zip
Telephone:
Email:
PERMIT # IJ w F
PLAN LOCATION:
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
&% -L -1 I K �, I erg, , ,
Valuation of Project $ a�L:3v
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
d§y
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. CANTTL£VER ACTIN = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, f'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 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.
5. MORTAR SHALL BE SPEC MIX TYPE 5 PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E-Z MIX TNC., 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
2000psl.
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'-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
MASONRY FENCE WALL SCHEDULE
'H' MAX.
X BARS
16" LONG CMU
18' LONG CMU
'B' MIN.
6'-0"
#4048 o.c.
I #4054"o.7___2-_-__6-w__
6'-8"
4®40"o.c.
4®45"o.c.
2'-9"
7'-4"
4032"o.c.
T®36"ox
3'-0"
8'- 0-
4024"o.c.
4027"o.c.
Y-3"
GHL INC.
ARCHITECTURE , ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626, 93Q 1S95
F: 626.938,048S
_ w .ghlvp,cotn
6' to 8' High Site Wall
Eccentric Spread Footing
C a 110mph (ult.)
Risk Category I
6" Wide CMU
Ur IIUNAL VV/
STD. LADI
#S STD FOR
JOINT REINF.
COURSE, AT
COURSE, ANC
6" WIDE (NOp
GROUT CELLS
w/ REINF.
'X' BARS PEF
SCHEDULE
CTR. OF WALI
DWLS. TO MA'
VERT. REINF.
24" MIN.
F.G.- —
WET -SET FIRE
COURSE
2-#4 CONT
CONT. CONC.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. DATE: 09/21/2018
HER SCHEDULE
T G
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NO' 856-81
�c EXP. 9-30-20
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DATE SIGNED 9-10-18
S-1.1LQ
#16-077
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INDICATES SECTION
U— INDICATES SHEET NUMBER
/A-'�ll~ INDICATES ELEVATION
PA—PLANTAREA
5YNTHIETIG — SYNTHETIC LAFN
NOTE: ALL FINAL TILE SELECTIONS WILL BE MADE BY OWNER
(rs ImiZUltnnl Nofice - UndgoTml .L LLSM,.r7ygrir+ A? IkA liX -Ns- ASH,. 1. va,rS f. a u�] 1Rdlt 7b ;N. gNA �P-f7D ey
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— - — - — - — — _ _ _ _ _ _ lcMnrwu`�el mk1e�iwM NtkdypfnrHCYP�»�
SEE SHEET L-5 AND L-5.1 FOR CONSTRUCTION DETAILS -- � - """ '"
.^abmAar d vn rl e., on;rc2. v1 �T.K1T mti� ssn -rcr xr.
MA50NRY WALL NOTES
I GROUT ALL CELLS WITH 51M SOLID - IF RETAININ6, 6ROUT ALL CELLS 50LID
2 GROUT SHALL BE FLWD CONSISTENCY WITH A RATIO OF (U PART CEMENT (3)
PARTS 5AND, 0 PARTS PEA GRAVEL
3. '"TAR 'SHALL BE FR$SILT MPk4EA AND MORML f MIXED IN THE RATIO
OF ?0 PART CEMFNr (U2I PART LUN pprlY, (=^I17.! PARTS SAND AND
51l&!- CONFOI&I TO AS,TM C,i'Nj
4 GRADE 40 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A S TA A615
5. CONSTRICT WALLS PLUMB AND TRUE. STEP FOOTINGS IN EVEN BLOCK INCREMENTS
6. ALLON FOR ADJOINING CON5TRUCTION
7. ALL WORKMANSHIP AND MATERIALS ORDINANCES TO CONFORM TO GOVERNING CODES AND
8. ALL STUCCO OR SLUMPSLOCK KALLS TO HAVE OPEN HEAD JOINTS AT 32- Or
AT FIRST COW-5E ABOVE GRADE FOR DRMNAISE
9- ALL FOOTIN65 5HALL BE pCLVM ON UNDISTURBED FILL (95% RELATIVE) NATURAL SOIL OR COMPACTED
10. ALL FRErrY3TA Aft Ac ILLS TO {!AVE A MINIMUM OF 40 aAR ViAWFERS OVERLAP
AT SPLICES ALL .C-"TAIIIIN5 WALL SPL ICES TO BE A MNNR3D1 OF 4E BAR
OdtuET✓;NS
11. DONIEL5 SHALL BE AT LEAST EMAL IN 517E AND 5PACING TO VERTICAL BARS
12. MASONRY UNITS SHALL BE GRADE N-1 CONFORMING TO AS LM C-90, AND
13. p� L,� t' L C� > To�E ilk NRY ASSOGIAnON STANDARDS
14. IL)NCBEIF Ht [E q MAN L.9I� G
I5. rxOVIpE E> pry'`JpINTS 1� W4L�'�`' TM OF 3500 P.$L AT 28 DAYS
Pb- WALL FOOTIN65 TO BE 6ONTIN10I51NDER GATE OpENIN65
FINISH GRADING NOTES
SLOPE ALL DRAIN LINES AT A MINIMUM OF lie %
.ALL DRAIN LIPS JJW-TION5 AND CHANGES OF DIRECTIONS TO BE MADE WITH
45" OR SICEP rrn ELLS
PROVISION✓" POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS TO TAKE
! PRECEDON12 OVER M-MNDIN6 AS DIAGRAMED ON GRADING PLAN
HOLD FINISH GRADE I I5" BELON FIN15H SURFACE
SLOPE ALL EARTHEN AREAS AT A MINIMIM OF 1% TO DRAIN - 2% PREFERRED
SLOPE ALL FIN1514 SURFACES AT A MINIMIM OF 1% TO DRAIN
ALL MATERIALS AND WORKMANSHIP AHD OIP,DRLAHGES IS TO CONFORM 70 GOVERNING CODES
SLOPE IN LANN AREAS 15 NOT TO EXCEED 3:1
r OW FINISH GRADE A MINIMIM OF 4" BELOW TO!, O ✓(ALL-5 6" BLLOH FIN15H
yM 'LAIRS +N SLAB5 AND IT BELOW FINISH FLOORS ON C4WtNTIONAL WOOD
:Loown
10. PROVIDE DRAINLINE CLEANOOT5 AND/OR CATCH BASIN5 AT A MINIMUM OF 50'
O.C. OR AT EVERY CHANGE OF DIRECTION.
II HOLD INVERT5 ON DRAIN LINES A MINIMNM OF B" BELOW FINISH GRADE
SURFACE
12. RAMPS INTO BUILDIN65 NOT TO EXCEED A SLOPE OF 1:12 OR 8 3% GRADIENT
I5. PROJECT WALKS NOT TO EXCEED A SLOPE OF 1:20 OR 5% GRADIENT
CONSTRUCTION NOTES
I REFER TO FIN15H GRADING PLANS FOR CATCH BASIN LOCATIONS
2 ALL GONCRETE TO BE 55 SACK MIX TO OBTAIN A MINIMUM
COMPRE551VE 5TREN6TH OF 2500 P51 AT 215 DAYS
3 ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLE55 OTHERWISE
INDICATED
4. VMPY MTN THE FRO-C'CT :0I1-5 21151NEER THE NEED FOR
REINFORCING, BA5E MATERIAL, PRESATURA-,ION, ETC FOR WALKS,
3TAIR5. WALL r-oor%S E-TG
5. ALL MATERIALS AND CON5TRUCTION TO CONFORM TO APPLICABLE
G0VERNIN6 CODES AND ORDINANCES
6 .ALL CONCRETE PAVING TO K A MINIMUM OF 3 1/2" THICK, COLORED
CO"ETM-WM6RAi COLM EWAN51ON JOINTS, AT S'-O"
O.C, ONLE55 OTWERA15E rNDICATED
7. ALLOW FOR ADJOINING CONSTRUCTION
8 COOPER Arm CONCRETE `_41BCONTAC.TORS ARE TO COORVINATc AND
COOPERATE MTN THE ELcGTRPOiAH, DRAIN LINE `5AICO.NTR Ai;TOR
AMD rR}i!6ATIf.'N 5L$GONTRACTog FOk 5Lc-EVINS. Plpm AZ
CONDUIT (IDER ALL PAVING
NORTH SCALE: 1/8"
CIO
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REVISIONS
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PO BO% 5471
LA "TA. G 922M
TEL 75U-391-32n
ANDREW ,N. SABOL
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DATE: 01-03-18
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