BWFE2016-007778-495 CALLE TAMPICO T`VOICE (760) 777-7125
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LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 3/22/2016
Application Number: BWFE2016 0077
Property Address: I I��III71 I` ll II'I I��I LA QUINTA DEL ORO COMMUNITY
APN: 604590037 25 ENTERPRISE STE 200
Application Description: LA QUINTA DEL ORO / BLOCK WALL ALISO VIEJO, CA 0
Property Zoning:
Application Valuation: $9,000.00
Applicant: Contractor:
VELASQUEZ MASONRY - VELASQUEZ MASONRY
30266 MUIRFIELD WAY 30266 MUIRFIELD WAY
CATHEDRAL CITY, CA 92234 CATHEDRAL CITY, CA 92234
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: C29 License No.: 301880
�dte: tr Contractor: V
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 Name:
Lender's
(760)321-2193
Llc. No.: 301880
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
Secti 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 t ose provisions.
Date:: 3 I I 1 6
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 property for inspection purposes.
D** �) Sigrbtore 0001lCantor Agent):
DESCRIPTION
FINANCIAL •
ACCOUNT QTY AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
COMBINATION GARDEN/RETAINING WALL-
FIRST 10OLF
101-0000-42404
0
$95.72
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
COMBINATION GARDEN/RETAINING WALL -
FIRST 10OLF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for COMBINATION GARDEN/RETAINING WALL: $156.63• $0.00
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Bin i'I
Crty of La Quinta
Building SI Safety Division
Permit i/
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
ProjcctAddresM
Cl L.G
owner'sN[unc:6,
A. P. Number:
Address: — — 3 ��
Legal Deserip[ion:Trp,4+ {jO
052,
City, ST, Zip: Lc, Qvttrr CA QZZ�3
Contractor: Ste'
L_ rSo� ��
cicphone:7(pJ - 74
a z
Address 2 v r)1u1 fl- n u
Project Description:
City, ST, Zip: e,,41-0 Cam}
(Tt,-I -qd:4.;
t
Telephone;
wvL .ro'
State Lic. # : '3 �) S(� L7�%
Cityf Lic.'0,
Arch., Engr., Designer: KI
Address:
City, ST, Zip:
Telephone:
" y
Construction Type: Occupancy:
cy:
Slate Lic. #:
Project type (circleonc)Add'n Alter Repair Demo
Name of Contact Person:
�10. Z
Sq. Ft.:
# Stories: #Units:
Telephonc # of Contact Person: - Q -93 a - 3
�1ra
Estimated Value of Project: { , Lwy is
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
]teq'd
Rcc'd
TRACHMG
PERMIT FEES
Plan Sets
Pian Check submitted
Item
Amount
Structural CaICS.
Revicived, ready for corrections
Plan Check Deposit
Truss Coles,
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2id Review, ready for corrcelions/issue
Electrical
Subcon(actor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
'rd. 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 Ices
LINE A
.1 11 0 4 . I I fi I -
ai 7
F—A
UWAL VEWL NOWS.-
SIRWAhOAL CONCRETE SHALL BE CLASS W
Qr. 91
RFJ 0%
ALL LONGITUD194L WS SfWL BE 15 0 12- O.C. .1 , Ir . 'i . . r),
IN BOTTOM SLAB SYMMETRICkLY ABOUT CEWRONE. PLACE BAITS
IN WALLS STARTING AT TOP WMf 2' CLEAR COVER. I - ..; ., �,i .. S, D
CLEAR COVER FOR STEEL SHALL BE 2' EACH FACE FOR WALLS
AND 3* EACH FACE FOR ROTTOW. CITY OF LA OWNIA
STEEL IS DIMENSIONED TO BACK OF 84R 8RQ COMMUNITY DEVBLOPMgNT
s�;I Jro*o
ST �5+89J"
Qroo=34.2 CFS, Qio= 19.6 CF5
150V
DIV--
ffi4DFVRD CffrLE
rj
5 W1 6x 6
*000 CULVERT DETAI
tqo si
6' High
Heel -in
LOCK
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 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 NO SURCHARGE
6, MASONRY COMPRESSIVE STRENGTH, f'm = 1500p8I, SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2. EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPUCABIL17Y 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 U.O.N.
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 = 2500psl 0 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 PREBLENOED 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 B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
`OOpsl.
7. , iRST 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'-0"o,c. OR 20'-0"o.C. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
I0. 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,
i 3, DO NOT PLACE FOOTING WITHIN 5'-0' OF A SLOPE
MASONRY FENCE WALL SCHEDULE
H' MAX.
1KINRWALL STEM
TYPE PER S-2.0
X' BARS
ie' LONG CMUt2'�-9�
d'
A
4024"P,C.
2'-0"
4032"o.c:A'
4024"o.c.
O'-1"
B'
4032"o.c.
N A
'A'4016"o.c.
4'-2'
0'-3"
S-4"
'B'
4032"O.c.
3'-5"
N A
'A'
016"o:c.
4'—B"
0'-4'
O.
B'
4032"o.c.
3'-11"
0'-2"
Wall 2' to 4' Retaining
Footing - . G o 100mph. (ult)
Risk Category tr,":,
1 '1 i' i i
MU
vap
OPTIONAL WALL CAP -
STD. LADDER TYPE
15 57D FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE
AT FIRST COURSE, AND 24"o.c.
AT FENCE 'H' + 12"
6' WIDE (NOM.) CMU
DISTANCE TO EDGE OF
w/ f4 VERT. REINF.
REST ADJACENT
NEAFOUNDATIONN
024 ox, (16" LONG CMU)
0 CTR, OF WALL
GROUT CELLS w/ REINF.
0
�I
#4 HORIZ. 024"c.c.
® RETAINING
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WELL GRADED, CLEAN
MIRAFI 14ON FILTER FABRIC—
SLOPE TO DRAIN. WATERPROOF
SANDS OR GRAVEL. OR
BACKSIDE OF RETAINING WALL
USC= GW,GP OR SW,SP
8" WIDE (NOM.) C:A'.0
FULLY GROUTED •�
I
2" OUTSIDE FACE
X' BARS PER
OF BLOCK TO
it OF VERT
0
SCHEDULE,. LAP
24" MIN.
in
F.G.
w
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WET —SET FIRST ?
COURSE °
#4 CONT.
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#4 CONT. 0 12"o.c.
u
—
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3" C R.
CONT. CONC. i T(:-
CONC. KEY
LOADING
ACCELERATION Ca=wc
EIVED 2. FOUNDATION SIZES BASED ON
MAXIMUM HIND PR SEISYIC
LOADING. AIAR 2 2
2016
! ° ! ANDERSON DESIGN GROUP Ciro of
QUINTA
Structural Engineering " w Building ❑eslgn COMMU" Y LOp4
228 East Bad 1110 Street"• Covina • CA " 91723-2115 �EVELOPMEAPr
(626)938-SS95 Facsimile(626) 938-04135
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DATE SIGNED 6-25-14
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8' High Max. Site Wall
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Risk Category I
6" Wide CM U
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TYPICAL REINFORCED WALL STEM TYPES PLAN
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Structural Engineering • Building Design CITY OF LA QUINTA L
22B East Badillo Street • Covina • CA • 91723-2115 MC ��IV VNITY DEVELOPMENT
(626) 938-1595 FacslmIle (626) 938-0465 _ .#6255
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