BWFE2016-021178-495 CALLE TAMPICOf
LA QUINTA, CALIFORNIA 92253
Application Number: BWFE2016-0211
Tw�p 4 lwQu!K&
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Property Address:
53389 MOSS
APN:
767680008
Application Description:
ASHER RESIDENCE / BLOCK GARDEN WALL
Property Zoning:
shall not employ any person in any manner so as to become subject to the workers'
Application Valuation:
$20,715.00
Applicant:
M CASTILLO'S CONCRETE CO
P 0 BOX'5
COACHELLA, CA 92236... .
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 Professions Code,
and my License is in full force and effect.
License Class: C-8. C29 - License No.: 881611 — a.
Date:, Contractor:
Owner: �N
GAL ASHER
Contractor:
M CASTILLO'S CONCRETE CO
P0BOX 5
COACHELLA, CA 92236
••.�.t'.���(4'�rD7•:"5"`a+��'�;����da�Ji Y,,'T: �. �3�� '"�"t�ji;"P?;�a`�.;lt+c'jt it�'3��3.ia. ",a�
(760)398-9227
Llc. No.: 881611
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:
OWNER -BUILDER DECLARATION
Carrier: MIDWEST EMPLOYERS CASUALTY COMPANY Policy Number:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
BNUWC0134789
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
I certify that in the performance of the work for which this permit is issued, I
city or county that requires a permit to construct, alter, improve, demolish, or repair
shall not employ any person in any manner so as to become subject to the workers'
any structure, prior to its issuance, also requires the applicant for the permit to file a
compensation laws of California, and agree that, if I should become subject to the
signed statement that he or she is licensed pursuant to the provisions of the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
comply with those provisions.
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 -
Date: 6 Applicant: CM
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500)::
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
(_) I, as owner of the property, or my employees with wages as their sole
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
compensation, will do the work, and the structure is not intended or offered for sale.
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
apply to an owner of property who builds or improves thereon, and who does the work
INTEREST, AND ATTORNEY'S FEES.
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
APPLICANT ACKNOWLEDGEMENT
within one year of completion, the owner -builder will have the burden of proving that
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
he or she did not build or improve for the purpose of sale.).
the conditions and restrictions set forth on this application.
(_) I, as owner of the property, am exclusively'contracting with licensed contractors
1. Each person upon whose behalf this application is made, each person at whose
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
request and for whose benefit work is performed under or pursuant to any permit
State License Law does not apply to an owner of property who builds or improves
issued as a result of this application , the owner, and the applicant, each agrees to, and
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
the Contractors' State License Law.).
employees for any act or omission related to the work being performed under or
(_) I am exempt under Sec. . B.&P.C. for this reason
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
Date: Owner:
work for 180 days will subject permit to cancellation.
CONSTRUCTION LENDING AGENCY I certify that I have read this application and state that the above information is correct.
I hereby affirm under penalty of perjury that there is a construction lending agency for I agree to comply with all city and county ordinances and state laws relating to building
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes.
Lender's Name:
Date: Signature (Applicant or Agent):.
Lender's Address:
'
Date: 9/29/2016
Application Number:. BWFE2016-0211
Owner:
Property Address: 53389 ROSS
GAL ASHER
APN: 767680008
Property Zoning:
Application Valuation: $20,715.00
Applicant:
Contractor:
M CASTILLO'S CONCRETE CO
M CASTILLO'S CONCRETE CO
P0BOX 5
P0BOX 5
COACHELLA, CA 92236
COACHELLA, CA 92236
(760)398-9227
----- ---------------------------------------=-------------------=-----------------------------
LIc. No.: 881611
;_,�'PY iI ?WSJ,; S„'.;NISN. AR.[ EF1.1nlALl:•jANGFLUS SPFCIFICATIONSj PRECISION CO. NCRETE BI-0 CK SHALL AE,! QQ_VF,RED WITH.ST000O,.PAINT, OR TEXTURED
COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. PER 2013 CALIFORNIA BUILDING CODES
Total Paid for FENCE OR FREESTANDING WALL: $166.77
FINANCIAL
DESCRIPTION
INFORMATION
ACCOUNT QTY AMOUNT
BSAS SB1473 FEE
101-0000-20306 0 $1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$58.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
Total Paid for FENCE OR FREESTANDING WALL: $166.77
Bin #
City of La Quilita
Buifding 8T Safety Division
. 78-495 Calle Tampico
La Quinta, CA 92253 • (760) 777-7012
Buifding Permit Application and Tracking Sheet
Permit #
Project address: 53-389 ross ave. La Quinta, ca.
Owner's Name: GAL ASHER
A. P. Number:
Address:
Legal Description: LOT 31A MADISON CLUB
City, ST, Zip:
Contractor t. , <
o NGA3TILLC� S CONCRETE CORP.
Telephone: (
.`_ ,... -
� :: <:,,.:tii`,,;:<.;>:�N ;::
Address: 45116 COMMERCE ST. SUITE 13
Project Description: BUILT 6' HIGH X 6" WIDE BLOCK WALL 1
City, ST, Zip: INDIO, CA. 92201
PROPERTY LANE, 200 LFT:' CITY STD S-1.2LQ (ANGELUS)
Tele hone: (7 )
P 60 398 92227
.{.<.:.>>"
<v'�»;y�: ;;::x.:;� t'>x^°;;
THIGH X 6" WIDE BLOCK WALL PROPERTY SINE: 24 LFT
State Lic..# : 381611
City Lia #; 01GMS
LL 6 "HIGH X 6TD� 65 LFAT MOUSE?�V
Arch., Engr., Designer: HERMAN DESIGN GROUP
Address: 77-899 WOLF DR. SUITE 102
✓MME ROl4.- Gn-AIDE U T
City, ST, Zip: PALM DESERT, CA. 92211
•
Telephone: ggio) 77Z 61,3.1:
State Lie. #• 2754
v,.;i :}i'iV?�:Y�>>'.::%ji.;.�{"�i Y.}ytij�'� is
,• �i� >f ssar k h<'`� r
o..•..::�rr: ...r.r s i..,A„_ ..........
.fii:'itiiin';� ':: vr'e •i:::+,:.:�:>yi:+lJ.:: 'i.J: ij��^•,�i
Construction Type: Occupancy:
_., _
Project BJP ( /• � P a circle one): New dd'n Alter Repair Demo
�
Name of Contact Person: MATIAS CASTILLO
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: (760) 578 6148
Estimated Value of Project: $20,7015.00
APPLICANT. DO NOT WFYTk, BELOW THIS. LINE
# Submittal Req'd Rcc'd TRACKING PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Chock Deposit
Truss Cafes.
Called Contact Person
Plan Clieck.Balance.
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2e° Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
GmtH Beed
i'1'ansricked'up
$.113.1.
II.O.A. Approval
Plans resubmitted
Grading
IN DOUSE:-
'"! Reyiew, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub._Wks. 4PPr
.Dat'c of permit issue
School Fees,
Total Permit Fees
i
6' to 8' High Site Wall
French Footing - C ® 100mph (ult.)
_c,,,C. Risk Category E
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' Wide CMU
DESIGN CRITERIA.
1. DESIGN :CRiTER1A PER 2013 LBC"
2. ALLOWABLE SOIL BEARING PRESSURE — 1500psf
OPTIONAL WALL CAP -
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pef
S. MASONRY COMPRESSIVE STRENGTH, Pm a 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, V OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
6 STD. LADDER lYP
NOTES
f5 STD FOR SLUMP!
1, REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
JOINT REINF. AT TOP
AT FIRST COURSE.. Al
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.
6• WIDE (N.QM.} CMU
GROUT CELLS
3. STRENGTH OF CONCRETE FOR FOOTINGS = 25 OOpsl ®28 DAYS. UNLESS
w/ REINF.
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE,UASONRY UN(TS'SHALL• 'CONFORM' `fO 'ASTM' C90: 'ANGELUS-
ANGELUSBLOCK
BLOCKPRECISION, 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 PREBLENDED MASONRY MORTAR AS
Y BARS PER
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
SCHEDULE 0
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 SMALL CONFORM TO ASTV C476, WITH AN B --TT INCH SLUMP
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS' OF
2000psi,
'Y' BARS PER
FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
SCHEDULE LAP
IS PLASTIC.
PER V
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
F. G. ---.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
,40'-070:c. -OR 26-0'a.c. IF :WALL IS,TO -BE STUCCO COAT£0- OR
WET—SET -FIRST
MORTAR WASHED
COURSE
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS. A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. 8. AFTER VERTICAL
2—.#4 CONT,^-->\
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.
SLOPE
V-0" 1 #4448"ox. ] ,91614"tio.
CONT. CONC. FTG.
D' MIN,
2 —10
2'-2 —
7* -4" 1 #4048"o.c. I #4045"o.c. 1 I Sgn.o"o.c. 1 *w�vinaoc——u 1—[ 1
—0• 1. y4040•o.C. I #4036"o.c.
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Bad18o Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
eng,nennng exco��enca wnce �93�^
^i 8" 1 V-0' MIN.
CONT. TO DAYLIGHT
DATE SIGNED 3-10-16
S-1.2LQ
#6255
V
AMR
AfBL*0CKC:*Z.fi1NQ
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
/END, OF. ,WALL
O' Fligh Max. Site Wall
C ® 100mph
Risk Category 1
B" Wide CMU
A 5xHF 5xHF
G) l�
.,�
i X
t LL tn
V
Ln
n
nS
X
RETURN TYP.
5x Hp n '11f15 -
,
TYPICALLR�EINFORCED WALL STEM TYPES PLAN
TYPES 0. /� :.
WALL TY131 `OB
TOTAL WALL LENGTH
MIN ..-.. _ 5 t) MIN.
4.T.G.
TYPICAL REINFORCED WALL STEM TYPES ELEVATION
WALL TYPES k@) "k 1! OF: LA Q U 1NT! l
ANDERSON DESIGN GRL-
Structural Engineering Bullding Gea(gn
228 East Sadillo Street • Covina • CA • 91723-2115
(626) 938.1595 • Facsimile (626) 938-0485
-engfnee q excelfence F/Ke :99'7`
DATE SIGNED 3-10-16
S-2.OLQ
#6255