13-0199 (BLCK)P.O. BOX 15'04
78-495 CALLE TAMPICO
LA QUINTA., CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
13-00000199
S1883 AVENIDA VELASCO
773-173'-019-7 _000000-
WALL/FENCE
COVE RESIDENTIAL
1S7S -
Architect or Engineer:
im,
:'4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: B LicenseNo.: 926128
ate:�2
Contractor: V -el— 0 t:i�q
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 70001 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 ($5001.:
1, 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, hov�ever, 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.).
1, as owner of the property, am exclusively contracting with licensed contractors to construct the project JSec.
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:
LQPE%N4IT
Owner:
A&A HOMES
70600 COUNTRY*CLUB DRIVE
RANCHO MIRAGE, CA 92270
(760)537-1502
C ontractor:
VOICE (760) 777-7012
'FAX (760) 777-7011
INSPECTIONS (760) 7 77-7153
Date: 2/25/13
DANTOR MARTINEZ CONS
81057 AVENIDA ROMERO
INDIO, CA 92201 F EB 2 t) 2013J
(760)702-6209
Lic. No.: 926128 I;y LA QUINTA
CITY OF LA
r
=PT .
EPT
FINANCF n�
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
i sued.
%.-'�Ih.ve an'd 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 STATE FUND INS Policy Number 1960997
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner s6 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 Lab�r de, I shall rt i; h I ith those provi sions.
f 0 comp w
— lican .
Date: 2- -1m!;7__V'1App I.
WARNING: FAILURE TO SECURE W RKE 8. N ATION ER GE I N A F AND SHALL
To CRIMINAL P N COM S CIVI C I OV S To S U L W ULli 'THOUSAND
SUBJECT AN EMPLOYER ALTIES AND L F NE ONE HUNDR D
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 perfo - rmed under or pursuant to any permit issued as a result of this application,
the owner, and the appli6nt, 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 county to enter upon the above-mentioned propeAfor inspection Pos
Date2___2—V—lJ Signature (Applicant or Agent):
Application Number . . . . 13-00000199,
Permit .. . . . . . WALL/FENCE, PERMIT
-Additional d esc
Permit Fee 37.00 Plan Check'
Fee
.00
Issue Date .. ..... V&luation
1575
Expiration Date 8/24/13
Qty Unit Charge' Per
Extension
BASE, FEE
15.00
2.0000 HND BLDG 501-2,000
22.00
7 - - --- - --- - - - - --- - - - - - - - - - - - - 7 ------------ I ------------------------------------
Special Notes and Comments
63LF OF 61 GARDEN WALL ON.THE NORTH SIDE
.�OF THE PROPERTY USING,ORCO STANDARD.
2010 CODES.,
-----------------------------------------------------------------------
Othek�Fees BLDG-STDS ADMIN (SB1473)
1.00
Fee summary Charged 'Paid Credited
1 - " - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - -
Due
7-- I -
Permit Fee Total 37.00 .00
.010
-37.00
Plan Check Total .00 .00
.00
.00.1 -
Other Fee Total 1.00 .00
.00
1.00 -
Grand Total, 38.00 .00
.00
38.00
LQ111--RA11T.
Bin. #
cit� 'Fu Quo:
0 Inta
BuMqg &r Saky DWbn
P.O. Box 1504,78-495 Calle Tampico
L;l.QLdhta, CA 92253 -:(760) 777-7012
Building Pennit -Application'and Tracking Sheet
Perinit #
PMj0Ct.Add!c$&:
Ve-ta� e 6
"Owner'sNarne:. 4,1- 1
A. P. Number.
Addss: -7o 6 00.
Legal Description:
City. ST, Zip:
Contractor.
A Oki
Telephone: 5-
Address:910.F-7 A3ee-4A,dw Kov.,-�o'
Pmjec� Description:
City. ST, Zip: al–va) 0 C-ct
Telephone: (1 07 6 2
"4CCity
el 3
State Lic. #: CA 21, 1 2-13
Lic," 9,
Atcfi. Fngr., Designer.
Address:
City., ST. Zip:
Telephone: Coz�*Uction type: OC�Upan,cy:
State Lic. Project rype (eircle one): New Add'n. Alter Repair Demo
Name of Contact Person: Sto.
Sq. Ft: nes Units-.
Telephone 4 of C ontact Person: Estimated Value Of Project 17 0 0
APPLICANT: DO NOT WIVTE BELOW THIS LINE
Submittal
Reqld
Rec'd
TRACKING PERMrr FEES
Pl�m Sets
Plan Check submined Amount*
Structural Cafes.
Reviewed, ready for corrections PhD Check Deposit.
Trust Cates,
Called Contact Penon Plan Check Balance
Tide 24 Coles.
Plans picked up Constmetion
Flood plain plan
Plans rcsubmitt.ed Meclisilcal
Gi-ading plan
2" Review, ready 'for correctiouslissue Eectri.cal
Subcontactor laist
Called Contact Person Plambtug
Grant Deed
Plans picked up S.&LL
H.OA. Approval
Plans resubmitted (;ra�lug-
IN KOUSE:-
3" Wview, ready for correctio'nallssuic DcV* eloper Impact Fee
Planning App* royal
Called Contact Person
Pub. Wks. Appr
Date of perm It Issue
School Fees
Total Permit Feet
CITY OF LA QUINTA
BUILDING & SAFtTY DEPT.
APPROVED-
-FOR CONS",IRUCTION
DATE0�5j�/_�4v_ L
QQ
C17Y OF -LA Ql)
ORCO STANDARD 6'TO
8'CMU SITE WALLS
—I-- OPTIONAL FLA T'C4P
6616, 6616, OR 6618 0%fU
DESIGN CRITEM: PER THE 2010 COC
ALLOWABLE SOIL BfAPjNG PRESSURE= 150OPSF
.1.
2. ALLOWABLE LA 7FRAL PAUSSIVE PRESSURE = 150 PO'
3. GROUT'STRENGTH = 2000 M @ 28 DA YS.
NOTES.,
4. REINFORCING STEEL : GRA DE 60.
5 1500 PSI MASONRY COMPREMON STRENGTH
C17Y OF -LA Ql)
6616, 6616, OR 6618 0%fU
GROUTED ONLY @ VERT
NOTES.,
STEEL
-71
1, COACRETEBLOCKSHAU CONFORM TOASTMC90.
Y DROP-IN BAR
2. CONCRETE FOR FOOTING SHALL BE I PAR T CEMENr TO 2-112
PAR IS SAND TO 3-4�2 PAR 75 GAA VEL WITH A MWHUM OF 1- 1/2
64 LLOAS OF KA TER PER SACK. POR TLAND CEMENT SHAL L CONFORM
TO ASTM C ISO TYPE 111V. FC - Z500 PSI
06 SID JOINT
I REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
REINFORCEMENT @ 24 01C
ASTM A 615 GRADE 60. PROVIDE 46 BAR DIAMETER LAP.
(3 PLACES - 4 PLACES FOR 7'
& 8'WALLS). USE #5 SID
4. RE84R SHALL BE MVTERED IN THE CONCRETE BLOCK CELL IN
FOR SLUMP BLOCK
WHlClrTlSLOC4TEV.
Lti
NOTE: PROVIDE 04 DOWEL&
5. CONCRETE BLOCK SHALL BE LA YED IN A RUNNING BOND
#4DROP-lNB4RAT&4M
SZVE OF CONWL JOINTS,
PA TTERN wnw vER i7cAL camNurry OF THE caLs uNo
X
ENDS OF'WALLS AND @ WALL
HEIGHT' 014AIGES
6 ALL BLOCK CELLS CONTAINING VERTICAL REEAR SHALL BE SOLID
GROUTED,
Z USE TYPE S NOR TAR PROPOR 770NED USING ASTM C 270 PAR T
CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND.
V DOWEL'@ CENTER OF
%0
ow.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE I PART
CEMENT' TO 3 PAR TS SAND (GROUF KA Y CONTAIN 2 PAR IS 318
PEA GR4 VEL IF WFA THER CONDMONS ARE FA MWLE AND & OCK
UAMMUCTED CELL SUE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
wrTmour SEGREG47TOIV OF THE CONSITUENTS.
9. HLOCKSTEM MA Y BE WEF-SET 1-1/2* INTO THE F0077NG WHILE
SEE CHAR.T
SEE CHAR T
THE CONCRETE 15 PLASTIC- BLOCK STEM MA Y BE PLACED TO
EUMER EDGE OF THE TREACH TYPE F0077NG
10 F0077AIG AfLISF BE POURED ON OR INTO UNOISTURBED
NA TLIAAL SOIL OR ON COMPACTED FILL WITH A MIWMLW
2
2
COWAC17ON OF 90
MAX.
11, FIRST INSPECTION TO BE AFTER F0077NG TRENCHES ARE
READYFOR CONMETEANDALL, REQUIREDSTEEL IS TZEDINPLACE.
SECOND JAW�EMOIV TO BE WNEN THE REQ67RED VER TICAL IS IN
k
IN
PLACE AND THE BL04X WALL IS READ Y TO GROUT
12. NWMUH CONTROL JOINT SPACING' 40'0/C. 20'01C FOR
#4 h0ORZ. CONT.
WALLS TO BE MORTAR WASHED OR 57UCCO'COA TED.
5' TO DAYLIGHT
MlN-F0077NGDEMFOR5'T0DAYUGHT
WALL @
WALL 4) WALL @
CONT.
SLOPE
TOP
I FF. SFrU4C)( 2 FT'. SEMACK
2 TOI
26"
2* -0'
SEE CHART FOR REQUIRED R
AND F
007ING DIMENSIONS.
3 Tol
I
-0.
I ;� 1 c)i E S'
�:E 5
. I
1 S���
C17Y OF -LA Ql)
il:HA R T FOR 6' TO 8'SITE WA L L W1 TRE -NCH' FOO TING
-D'
WIND MAX.
TRENCH''
DESIGN WALL FOOTING
'X' DOWEL
Y BAR
SPEED HEIGHT DEPTH
#4@ 40" O/C�
#4 @ 40" O/C
2--0-
ID+I'-9"
u
36" O/C - 18' Cl
36' DIC 18' CMU
:K
w
#4@ 40" O/C -INI'-9-
#4 @ 40" O/C
2' 2!
z 0
uj
36* O/C - 18' CM
-
36* O/C 10' CMU
.
UJI
EL
#4@ 32- O/C D+I'-9'
#4 @ 32-0�C
EL 7--4.-� 2.�44
27" O/C - 18' CMU
27'01C to, cmu
Lf)
'co
2'-6'
#4@ 24" O/C D+I'-9"
.#4 @ 24" O/C
18",O/C - 18' CKU
56* O/C - 18' CMU
4
04 DOWEL 64"CN SNIDE OF
BLOMOUT W( 04 DRa-IN aAR
cl I
.7
CONr. F007ING
==AR
J7
A=WIV
mot Y L&T ovr a swALE cpADe FfiovwE
04 DOWEL AAID 04 DWP-DV 84R ON MCH
SIDE OF ME J9 &OO(DRAIN - AS
SHOWY.
F0077NG STEP DETAIL
0 F E S S 1
.0
S.
C31925
UP. 12-31-2012.
CITY OF LAQUIN TA
civv
t fo
Q'F
C Al-