14-0007 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
14-00000007
Property Address:
53120 AVENIDA CARRANZA
APN:
774-051-005-20 -000000-
Application description:
WALL/FENCE
Property Zoning:
COVE RESIDENTIAL
Application valuation:
350
(Wiiit
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Architect or Engineer:
V\�
LICENSED CONTRACTOR'S DECLARATION
1 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 Professionals Code, and my License is in full force and effect.
License Class: License No.:
Date: [�L Contractor:/t "N AA I, 94A v N k e 4 e -0"S �, Lc L�- G. `,
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).:
(_ 1 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.).
( 1 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:
LQPERMIT + I
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/02/14
Owner:
FOREMOST HOMES
70600 COUNTRY CLUB DRIVE
LA QUINTA, CA 92253
(760)537-1502 FkJAN
Contractor: t032014j
Owner
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
4k.` , issued.
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
_ 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 Section
3700 of the Labor (Code, I shall forthwith comply with those provisions.
Date: ?--I '( Applicant: J a.h.l" a,� k , ^t
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 Director of Building and Safety 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.
1 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 her by authorize representatives
of this county to enter upon the above-mentioned proper for inspectio purposes.
Date: {��� Signature (Applicant or Agent):
Application Number . . . . . 14-00000007
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 47.19 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 350
Expiration Date 7/01/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
----------------------------------------------------------------------------
Special Notes and Comments
7LF OF WALL AT NORTH AND SOUTH SIDES OF
THE RESIDENCE TO ENCLOSE BACKYARD (ORCO
SPECIFICATIONS] PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM
OUTSIDE THE PROPERTY.
2013 CALIFORNIA BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid Credited
---------------------------------------------------------
Due
Permit Fee Total 47.19 .00 .00
47.19
Plan Check Total .00 .00 .00
.00
Other Fee Total. 61.06 .00 .00
61.06
Grand Total 108.25 .00 .00
108.25
LQPERMIT
Bin #
City Of la Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address:
A. P. Number: .5-3 12.6 '+Ve_P Q
Owner's Name:
Address: —16,666
Legal Description:
City, ST, Zip: 2 C
h
Contractor:r
Telephone:
Address: $1 U V77
Project Description:
City, ST, Zip:
.
Telephone:
P
:>:.::•s::;'..r.> ;::;>`:
'X.
W G7Ci .(`
State Lie. # 12City
Lie. #:
77. (_ �-
Arch., Engr., Designer:
X l G ti Y
Address:
City., ST, Zip:
Telephone:
Construction Type: Occupancy:
Project type (circle one) New Add'n Alter Repair Demo
Ft.: # Stories: #Units:
State Lic. # ......................................
Name of Contact Person:Sq.
Telephone #,of Contact Person:
Estimated Value of Project:A= *36-0
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES.
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2' Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Decd
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
VIMM IMP
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SITE PLAN
FOR
LOT 20 OF BLOCK 220 OF UNIT NO. 21 SANTA CARMELITA AT VALE LA QUINTA, PER MB 20/22
APN: 774-051-005
LOCATED wri"IN BLOCK 22D OF SANTA CARMEUTA AT VALE LA DUINIA NO. 21
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FOMOTOR
ENGINEERING
DRIVEWAY APPROACH REQUIRES
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FROM CITY OF LA QUINTA PUBLIC
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ABBREVIATIONS LEGEND
PHMlP H. ra D,a PE. PIs.
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!R/IX3T. U6 C 'u
EGO. COIINR
"0'. RYOSG
R,v — or RO
TSP ELL
On K DWIOa
FS I I ,ry
MFONGFI1
PA PROPLW!
jri
A[C[-+�
UN PASA INOIR M
Diu. 118[
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tt I:OOG LW •0,1
u vA1¢ nma
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Aa
AC AR CWOIDRWD �I,1
DR. W4 DR
IXm.RE,,ZaH am mw
SITE ADDRESS -q
am. al
53120 A FOA CARRARTA .—:1--
IXm. — rust
LA OUNOA G 922"
(ui
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na 61Ot RAIL
LEGAL DESCRIPTION
JO M CK 2D 0I UNrt
A
NO. 21 S UTA CAPER AID AT2
NO.
VALE G COMA, PER VO 20/22
PRELIMINARY
DIG ALERT
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FOMOTOR
ENGINEERING
CM aF LA ONRA COAIIY OF ft --L RAM O cWRDwu
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sITE*PLAN
LOT 20 OF BLOCK 220 OF UNR NO.21 SAMA
CARMELRA AT VALE LA OUNA. PER MB 20/22
53120 AVENIDA CARRANZA
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F4U 9PRINCS. CL 92262
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DAJ HIO.
ORCO STANDARD 6' TO 8' CMU SITE WALLS
V1,
:'1 OPTIONAL FLAT CAP DESIGN OU ERlA: PER THE 2010 CEC
1. ALLOWABLE SOIL BEARING PRESSURE -1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
S. 1500 PSI MASONRY COMPRESSION STRENGTH - NO SPM
INSPECTION
6816, 6616, OR 6618 CMU
GROUTED ONLY p VERT NOTES:
STEEL
1. CONCRETEBLOCICSHALI CONFORM TO ASTM C.90. WEDGELOCK
BLOCK SLUMP BLOCK AND SPLITFACEBLOCK ARE ACCEPTABLE.
'Y' DROP-IN BAR 2. CONCRETE FOR FOOTING SHALL BE 1 PARTCEMENT TO 2-112
PARTS SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OF 1-112
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
TDASTM C 150 TYPEII/V. Ft = 2500 PSI
#6 STD JOINT
REINFORCEMENT @ 24" O/C 3• REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7' A57MA 615 GRADE60. PROVIDE 48 84R DIAMETER LAP.
B 8' WALLS). USE #S M. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
FOR SLUMP BLOCK WHIaI1TIS LOCATED
NOTE PROVIDE #4 DOWEL A'
04 DROP-IN S4R AT IACH 5. CONCRETEBLOCKSHALL BELAYED INA RUNNCINGBOND
SIDE OF CONTROL JOINTS, PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
ENDS OF WALLS AND ® WALL
HEISHTCHANGES 6. ALL BLOCK CELLS CIOMMINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
. 7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
�C' DOWEG'@'INTiR.OF CEMEMTO I/2 PART LJME TO 9-1/2 PARTS DAMP, LODSESAND.
:CMU.
8. GROUT FOR CONC'IETEBLOCK PER ASTM C476 TO BE 1 PART
GEMENT TO 3 PARTS 54ND (GROUT MAYCONTAIN 2 PARTS 318"
PEA GRAVEL IF WEATHER CtONDRIONSARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
ROW). WATER SHALL BEADDED 70 PRODUCE GOOD GROUT ROW
WITHOUT SEGREGATION OF THE CxONSI T UENT 5
SETBA SEE CHART 9.BLOCKSTEMMAY BEWE)r-SET I-112" INTO THE F0077NG WHILE
THE CONCRETE IS PEAS77C BLOCKSIEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL KM MINIMUM
MAX. COMPACTION OF90%.
11. FIRST INSPEMON TO BEAFTER F0077NG TRENCHLSARE
READY FOR CONCRETEAND ALL REQUIRED STEEL IS 77ED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICIL IS IN
PLACE AND THE BLOCK WALL LS READY TO GROUT.
#4 HORZ CONT. 12 MAXIMUM CDNTROL JOINT SPAC7NG:40' 0/C 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCOO COATED.
S' TO DAYLIGHT
MIN. FOOTING DEPTH FOR S' TO DAYLIGH
WALL 0 WALL 0 WALL @D
SLOPET TOP 1 FT: SMO( I 2 F)r.SEM4a
SEE CHART FOR REQUIRED REEAR
AND FOOTING DIMENSIONS.
CITY OF LA QUINTA
BUILDING T.
& SAFETY DEP
APPROVED
FOR CONSTRUCTION
"I.OATE'_`I V 1 11 1 - BY
2TO1 26* 2-0'
3 TO 1 2'-0"
2 318" MIN .QiAR
OPIF7V RR?[llRFL).T
6616SLUMfi<DG7f
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CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND
MAX.
V
DESIGN
WALL
TRENCH
FOOTING
'X' DOWEL
1" BAR
SPEED
HEIGHT
DEPTH
#4@ 48" O/C
#4 @ 48" O/C
6''0"
2'-0"
ID+2'-O"
U U
48' 0/C FOR 6'
49' 0/C FOR 6'
W
SLUMP BLOCK
SLUMP BLOCK
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#4 @ 48" 0/C
f1 -8
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ID+2'-D"
Q
40' 0/C FOR 6'
40' 0/C FOR 6"
Q
Z w
SLUMP BLOCK
SLUMP BLOCK
Lu
#4@ 40" 0/C
#4 @ 40" 0/C
CIL
V-41
2q-4'1
ID+2'-O"
32" 0/C FOR 6'
32' 0/C FOR 6"
NSLUMP
BLOCK
SLUMP BLOCK
#4@ 32" 0/C D+2'-0"
#4 @ 32" 0/C
2'-6 "
I
24' 0/C FOR 6'
24' 0/C FOR 6'
SLUMP BLOCK
SLUMP BLOCK
NOTE' FOR 18" LONG BLOCK USE 9" INCREMENT REW SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR IXAMPLE.
48" 0/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" O/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" 0/C FOR 18" BLOCK - ETC.
,,04 DOW& P &OhSIDEOF
BLOOCCOUf: W1 J?4 DROP-IN BAR
CONK FOOnNG
FOR MEYARD REF/RN WALLS WHERE
AWAAGESWAIEOMA A40&,DOC
/44Yl6FfOUr @ SWALEGRADE PROVIDE
04 OOba AND JY4 DRQ" -IN BOR ON HAUL
SIDE 0F?HE Aa BLOOCDRQN -AS
SHOWN.
CITY OF" QUINTA
4
MIQIXM WREPNOCM
MMAU
NMF¢ V X AMN4PmfID-
psNIl+E) XL WAMO MtOffAi(7•
QLYI /IOPIffi
FOOTING STEP DETAIL
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