BWFE2015-031078-495 CALLE TAMPICO
c&t!t 44 0":
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number: BWFE2015-0310 Owner:
Property Address: 52451 MERIWETHER WY EAST OF MADISON
APN: 767690022 P 0 BOX 1482
Application Description: HODGSON / 50 LFT GARDEN WALL LA QUINTA, CA 0
Property Zoning:
Application Valuation: $2,250.00
Applicant:
M CASTILLOS CONCRETE CO
PO BOX 5
COACHELLA, CA 92236
A
OCT 262015
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT DEPARTMENT
111 111
27
VOICE (760) 777-7125
FAX (760) 777-701.1
INSPECTIONS (760) 777-7153
Contractor:
M CASTILLOS CONCRETE CO
PO BOX 5
COACHELLA, CA 92236
(760)398-9227
LIC. No.:
Date: 10/26/2015
-----------------------------------------------------
---------------------------------------------------—*---------=----------------------------
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: License No.:
(Date: _ `� �/ Contract`(
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. Ariy 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 ) 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 ) I am exempt under Sec. . BAP.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:
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: _
_ 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.
Dater/G'iu' l S Appicl ant:
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.
Date: C/_A _f• / Sign .(Applicant or Agent): 140" ,
DESCRIPTION..,
FINANCIAL •• •
ACCOUNT QTY "AMOUNT-
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0 $1.00
$1.00
10/26/15
PAID BY
_ METHOD'
RECEIPT*
CHECK #
CLTD BY '
M CASTILLOS CONCRETE CO
CHECK
R10285
4337
SGU
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 .$1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID ..
PAID -.DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$47.86
10/26/15
PAID BY
METHODRECEIPT`#.
CHECK #
CLTD BY '
M CASTILLOS CONCRETE CO
CHECK
R10285
4337
SGU
DESCRIPTION
ACCOUNTQTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600,
0
$60.91
$60.91
10/26/15
PAID BY " .
METHOD
RECEIPT #
CHECK #
CLTD BY
M CASTILLOS CONCRETE CO
CHECK
R10285
4337
SGU
Total Paid for FENCE OR FREESTANDING WALL: $108.77 $108.77
TOTALS:•• 0•
Description: HODGSON / 50 LFT GARDEN WALL
Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: 10/26/2015 SGU
APPROVED
Approved: 10/26/2015 SGU
Parcel No: 767690022 Site Address: 52451 MERIWETHER WY LA QUINTA,CA 92253
Subdivision: TR 33076-2 Block: Lot: 30
Issued:
Lot Scl Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $2,250.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 50LF OF 6FT. HIGH GARDEN PERIMETER WALL IN THE BACKYARD AND 6FT 81N HIGH PILASTER 2X2 DETAIL NUMBER S1.9 [ANGELUS]
PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE
PROPERTY. 2013 CALIFORNIA BUILDING CODES.
Printed: Monday, October 26, 2015 4:46:33 PM 1 of 2 CIFMJF
SYSTEMS
ADDITIONAL
NAME TYPE
NAME
ADDRESSI
CONTACTSCHRONOLOGY
CITY
STATE
ZIP PHONE FAX EMAIL
APPLICANT'
M CASTILLOS CONCRETE CO
PO BOX 5
COACHELLA
CA
92236
CONTRACTOR
M CASTILLOS CONCRETE CO
PO BOX 5
COACHELLA
CA
92236
OWNER
EAST OF MADISON
P 0 BOX 1482
LA QUINTA
CA
0
Printed: Monday, October 26, 2015 4:46:33 PM 1 of 2 CIFMJF
SYSTEMS
T . • •
Permit Details PERMIT NUMBER �� Y
City of La Quinta
BWFE2015=031 J
INSPECTIONS
BOND INFORMATION
Printed: Monday, October 26, 2015 4:46:33 PM 2 of 2 R
SYS7Eti1S
Bin.#
City of u Qui(1ta
Building a Safety Division
P.O. Box 1504,78-495 Calle Tampico
La.Quanta, CA 92253.:(760) 777-7012
Building Pennit Application*and Tracking Sheet
Permit #�
ProjectAddress:Z—L(SI A4eW'
Owner'sName:.� e
A P. Number.
Address: K0 C `
Legal Description:
City, ST, Zip: P41 m .,eSe-
t'OIIlraCtAC 1
Telephone 76 O�:>.
Address: n, �x
ProjectDescripti/o�n�
City, ST. Zip: (.��iw
/ �! �
a 3 6 0 t' I �% (e 1.1(
Telephone: (760)3a q
/
v r , tyMt� `r ��( l` -e
r.:. a>.
City Lir #; f j
State Lia #: 9,9 16 1
Arch, Bag, Designer:
�•1 S
Address:
City., ST. Zip:
Telephone:
State Lia #:
w •
Construction Type: Occupancy:
r
Project type (circle one): New Add'n Alter Repair
Demo
Name of Contact Person:'
ItSq. Ft.:
# Stories: # Units:
Telephone # of Contact Person:L p . �f' — 4� A/ Estimated Value of Project: . S�/ '.
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACMG
PERMPFFEF.S
Plan Sets
Plan Check submitted.
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit.
Truss Cales.
Called Contact Person
Flan Check Balance
Tide 24 Calck
Plans picked up
Construction
Flood plain plan
Pians resubmitted..
MechaNcal
Giading plan
2'' Review, ready for correctioWissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
1LO.& Approval
Plans resubmitted
Grading
M HOUSE:-
''' Review; ready for correctlonvIssue
Developer Impact Fee
Planning Approval
Called Contact Person
A.LP.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
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CITY OF LA QUINTA.
BUILDING & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION
DATE�� BY
lIL6CK CQ,,1NC.
Sine. 11x48
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2010 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
6. MASONRY COMPRESSIVE STRENGTH, fm - 1500ps1. SPECIAL INSPECTION
NOT REQUIRED PER COC SECTION 1704.1 EXCEPTION 3, '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 - 2500ps1 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 13LOCK SLUMPSTONE SHALL BE USED.
S. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED 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
2000Ps1.
7. FIRST 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
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.
6' to 6' High Site Miall
Spread Footing o Property Line
C o 65mph
6" Wide CMU
o f QvINTA
WC A DEPT.
gUILDi G & SAFvE�
A� PROVED
STD. DER TYG
W5 STO
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SLUMfxI
JOINT REIN AT TOP
COURSE. A FIRST
COURSE. AN !€
6" WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE
CTR. OF WALL
'Y BARS PER
SCHEDULE LAP
PER'L'
F.G.
WET -SET FIRSTr
COURSE
2-#4 CONT.
CONT. CONC. FTG.
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East Badlllo Street . Covina . CA . 91723.21 i5
(626) 938-1595 • Facsimile (626) 938.0485
, eng,naennp erce�ienco srnco � 95�"
'W MIN.
PER SCHEDULE
3' CLR.
TYP.
W
l
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. LQ
MASONRY FENCE WALL SCHEDULE
H' MAX.
X -BARS REINF.wALL STEN BARSL'
16' LONG CMU t8' Low CMU TYPE PER S-2.0 16' LONG CMU 18' LONG CMU
STEM
W MIN.
6'-0"
jf4®46'o.c.
(f4064'o.c.
A
B'
®24 O.C. 4®27 o.c.
4048"o.c. 4054o.c,
2-0
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3'-4'
2'70'
4 -:4
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East Badlllo Street . Covina . CA . 91723.21 i5
(626) 938-1595 • Facsimile (626) 938.0485
, eng,naennp erce�ienco srnco � 95�"
'W MIN.
PER SCHEDULE
3' CLR.
TYP.
W
l
-20-13
. LQ
&4
BLOCK CO.. INC•
shoe te,
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2010 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500paf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 1SOpcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. DESIGN CRITERIA MUST BE VERIFIED BY USER PRIOR TO USING THIS DETAIL.
6. MASONRY COMPRESSIVE STRENGTH, I'm = 150OPSL SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, '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. NOT USED
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, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED 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 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
.2000Pa1.
17. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
S. NOT USED
9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER
WHERE INTERSECTING BLOCK WALLS OCCUR.
10. NOT USED.
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.
LOADING
1. SEISMIC, 59. DAMPING Q 1 SECOND
ACCELERATION Ca-0.187Wt.
2. SEISMIC LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C.
tOQmph AND LESS.
6'-8p to 8'-8" High Pilaster
Spread Footing - Seismic, 5% elsec
16" CMU PAster
CMU PILAOU � V,
JA 4 >b PFE
Pnn+ CQ�jp�.115 S
IVU
OPTION)Ctl1 a CAP
8
IWE,�i
16816 OR 16616 CMU
PILASTER, SOLID GROUT
31 -OUTSIDE FACE
OF BLOCK TO
It OF VERT
Z—#4 VERT. BARS
DWLS. TO MATCH
VERT. REINF. LAP
24. MIN.
EO...
F.G.
WET -SET FIRST
COURSE
'N'-9411 B'-
LONG EA. WAY
GONG. FTG.
UTY OF LA %()WIN 6 A
BUILDING & SAFETY DEPT.
APPROVED"
FOR CONSTRUCTION
ANDERSON DESIGN GROUP
Structural Engineering Building Design
ftftv-228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
-np/n,.e,ing excel/onto .Inca .9S7-
3' OUTSIDE FACE
OF BLOCK TO
a OF VERT
a
w
a
'B' SQUARE MIN.
PER SCHEDULE
0
EQ.
I
N
==X -
3' CLR.
TYP.
4
NED 5-20-13
S-1.9
#6255