BWFE2014-105178-495 CALLE TAMPICO D VOICE (760) 777-7125
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT FAX (760) 777-7011
FAX
777-7153
BUILDING PERMIT
Date: 9/9/2014
Application Number: BWFE2014-1051 Owner:
Property Address: 54385 AVENIDA CARRANZA BARRY DEVAULT
APN: 774242017 P 0 BOX 11444
Application Description: 40LF OF 5' BLOCK WALL AT FRONT YARD PALM DESERT, CA 92253
Property Zoning:
Application Valuation: $2,800.00 0 0 o
N LU
Applicant: ( , Contractor: O g 9
EDWARD J STRZELCZYK EDWARD 1 STRZELCZYK o
PO BOX 7114 PO BOX 7114 cw v�
LA QUINTA, CA 92248-7114)� LA QUINTA, CA 92248-7114
'-----'� U (760)578-0201
/ Llc. No.: 439904
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: B. C10, C29 License No.: 439904
Date: ! Contractor:
OWNER-BUILDE 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 cr 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 Addref
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'
compensat on, s provided for by Section 3700 of the Labor Code, for the performance
of the w hich this permit is issued.
end will maintain workers' compensation insurance, as required by
Se 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
comp': % Applicant:
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. ne
Date: L % Signature (Applicant or Agent):
FINANCIAL INFORMATION
DESCRIPTION
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 forBUILDING STANDARDS ADMINISTRATION BSA
$1.00
$0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.19
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.06
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for FENCE OR FREESTANDING WALL
TOTALS:0:
$107.25
$0.00
0i
Description: 40LF OF 5' BLOCK WALL AT FRONT YARD
Type: WALL/FENCE Subtype: Status: APPROVED
Applied: 9/9/2014 SKH
Approved: 9/9/2014 SKH
Parcel No: 774242017 Site Address: 54385 AVENIDA CARRANZA LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 287 Lot: 7
Issued:
UNIT 26
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $2,800.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 40LF OF 5' GARDEN WALL AT NORTH FRONT YARD [ANGELEUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED
WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
1 Applied to Approved
x
FINANCIAL INFORMATION
Printed: Tuesday, September 09, 2014 8:42:47 AM 1 of 2 CMU LJ srsrEMS
Printed: Tuesday, September 09, 2014 8:42:47 AM 2 of 2
g?"fSYSTEMS
INSPECTIONS
SEQID
INSPECTION TYPE
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BOND BEAM
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
WALL/FENCE - FIRST
101-0000-42404
0
$47.19
$0.00
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$60.06
$0.00
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL- $107.25 $0.00
TOTALS:• • 00
Printed: Tuesday, September 09, 2014 8:42:47 AM 2 of 2
g?"fSYSTEMS
INSPECTIONS
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT
REMARKS
NOTES
FINAL"
BOND BEAM
FOOTINGS
Printed: Tuesday, September 09, 2014 8:42:47 AM 2 of 2
g?"fSYSTEMS
t
7BUI�
A oulNTA
AFETY DEPT.
OVED
SITE REQUIREMENTSTIU TIONIN. TERIOR LOT
SIDEYARD: 5 FEET 1MAMARD: 10 FEET
MINIMUM EACH -SME
L ,
I
N 6.0 E�1 u 6' C'T-
GiDvN w �.
L i{IGNM'S .,
AGFA TO tE oD /
t WIDSCAPED
PROPER
LINES
CURBLINE
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Nou..' n'` ` cl
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Bin #
City of LQ Q1.iinta
Building St: Safety Division
P.O. Box. 1504, 78-495 Calle Tampico .
La Quints, CA 92253 - (760) 777-7012
Building Permit. Application and Tracking Sheet
Permit #
Project Address:
Owner's Name:
A. P. Number:
Address: SY '74f O g-
Legal Description:
City, ST, Zip: w
Contractor:-112,e, Ga
Telephone:
Address: D
Project Description: / I
City, ST, Zip:
Telephone: 6U
State Lic. # : 1?azl
City Lie. #;
Arch., Engr., Designer:
Address:
City., ST, Zip:
ne:
Telephone:
// aneY•
n TYPe: Occupancy:
Constructio
Project type (circle one): New Add'n Alter Repair Demo
State Lic- #:
T ' ~ r - ^ ~
Name of Contact Person:
Sq. Ft.:
# Stories:
#Units:
Telephone # of Contact Person:
Estimated Value of Project: 2 ,?^
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Rcq'd
Rcc'd
TRACKING
PERMIT FEES,
Plan Sets
Plan Check submitted
A11
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance,
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2"' Review, ready for corrcctionsrssue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Decd
Plans picked up _
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:
3" Review, ready for correctionsrissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fccs
Total Permit Fees
--
6' to 8' High Site Wall
*ShweI944
Spread Footing o Property Line
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
C o 100mph (ult.)
IS PLASTIC. SCHEDULE LAP
'X' BARS REINF.WALL STEM 'Y' BARS
16' LONG CMU 18' LONG CMU TYPE PER S-2.0 16' LONG CMU 18" LONG CMU
WITHOUT MORTARLESS HEAD JOINTS (TONGUE. -AND -GROOVE), OR
Risk o I
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
.Cate g ■'
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
.6" Wide CMU
IESIGN CRITERIA:
4@27"o.c.
4@54"o.c.
DESIGN CRITERIA PER 2013 CBC '
:. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
o
�'
x
i. ALLOWABLE SOIL, PASSIVE PRESSURE = 150pcf
OPTIONAL WALL CAP
COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
N
i. CANTILEVER ACTIVE = 30pcf
w
i. MASONRY COMPRESSIVE STRENGTH, f m = 1500psi. SPECIAL INSPECTION
#4048"o.c.
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
0
USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
#6 STD. LADDER TYP: _
IOTES:
(#5 STD FOR. SLUMP • 0 l (O F F 6! X11 {INT /P:
JOINT REINF. AT TOPEel E_P'` �„f �l.f
REINFORCING STEEL SHALL BE DEFORMED AND CONFORM -TO ASTM A615
e V o t'i
COURSE,' AT FIRST. _ i)ING & SAFETY DEPT.
COURSE,' AND 24'0.c.
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
APP- 'ROVED
?. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
R CONSTRUCTION
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP' SPLICES.
S. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
6" WIDE (NOM.) CMUfl
GROUT CELLS BY
OTHERWISE REQUIRED BY SOILS REPORT.
w/ REINF.
k CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS.
°
MASONRY FENCE WALL SCHEDULE
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
IS PLASTIC. SCHEDULE LAP
'X' BARS REINF.WALL STEM 'Y' BARS
16' LONG CMU 18' LONG CMU TYPE PER S-2.0 16' LONG CMU 18" LONG CMU
WITHOUT MORTARLESS HEAD JOINTS (TONGUE. -AND -GROOVE), OR
w
PER 'L'
3. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
w
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
D
w
VERTICAL CONTINUITY OF THE CELLS.
4@27"o.c.
4@54"o.c.
i. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
x
a
o
�'
x
MANUFACTURED BY E -Z MIX. INC., CONFORMING TO PROPORTIONS AND 'X' BARS PER
U
rn
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
N
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS SCHEDULE @
w
_
#4048"o.c.
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY CTR. OF .WALL
0
). GROUT ALL CELLS WITH REINFORCEMENT. COURSE
a
REQUIREMENTS OF ASTM C270.
3'-11"
2'-6"
i. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
100psi. ZO130 fS I
. t?ST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE 'Y' BARS PER
MASONRY FENCE WALL SCHEDULE
IS PLASTIC. SCHEDULE LAP
'X' BARS REINF.WALL STEM 'Y' BARS
16' LONG CMU 18' LONG CMU TYPE PER S-2.0 16' LONG CMU 18" LONG CMU
'L' STEM
w
PER 'L'
3. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
#4®48"o.c.
#40954"o. c.
D
w
VERTICAL CONTINUITY OF THE CELLS.
4@27"o.c.
4@54"o.c.
z
3. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A' MAXIMUM OF F.G.
J
U
rn
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
w
MORTAR'WASHED WET -SET FIRST
#4048"o.c.
#4@45"o.c.
0
). GROUT ALL CELLS WITH REINFORCEMENT. COURSE
4018"o.c.
4@54"o.c.
2'-0"
2'-0"
3'-11"
2'-6"
1. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL iv
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL 2-#4 CONT.
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET S-5.1. CONT. CONC. FTG. 3" CLR.
3. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPETYP'
MIN.
PER SCHEDULE
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina. • CA- • 91723-2115
(626)'938-1595 • Facsimile (626) 938-0485
engineering a 1lance since 1957'
DATE SIGNED 6-25-14
S-1.1LQ
#6 55
MASONRY FENCE WALL SCHEDULE
1' MAX.
'X' BARS REINF.WALL STEM 'Y' BARS
16' LONG CMU 18' LONG CMU TYPE PER S-2.0 16' LONG CMU 18" LONG CMU
'L' STEM
'B' MIN.
6'-0"
#4®48"o.c.
#40954"o. c.
A'
B'
4@24"o.c.
4048"o.c.
4@27"o.c.
4@54"o.c.
2'-0"
2'-0"
3'-6"
2'-3"
6'-8"
#4048"o.c.
#4@45"o.c.
A'
B'
4@76"o. c.
4048"o.c.
4018"o.c.
4@54"o.c.
2'-0"
2'-0"
3'-11"
2'-6"
7'-4"
#4@48"o.c.
#4@45"o. c.
W.
B'
4@16"o.c.
4@48"o.c.'
4@18"o.c.
4045"o.c.
S-0"
2'-0"
2'-9'
I1
#4@40"o.c.
#4@36"o.c.A''
'8'
4@8"o.c.
4040"o.c.
4@9"o.c.
4@36"o.c.
S-4"
2'-0"
4'-8"
S-0"
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina. • CA- • 91723-2115
(626)'938-1595 • Facsimile (626) 938-0485
engineering a 1lance since 1957'
DATE SIGNED 6-25-14
S-1.1LQ
#6 55