BWFE2014-104278-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
BWFE2014-1042
Property Address:
50649 CEREZA
APN:
776340018
Application Description:
119 LF OF 6' BLOCK WALLS
Property Zoning:
Application Valuation:
$10,136.00
Applicant:
LANE BUILDING SYSTEMS INC
1732 YERMO PLACE
FULLERTON, CA 92833
`&tit 4 4Qumrw
COMMUNITY DEVELOPMENT 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 Professions Code,
and my License is in full force and effect.
License Class: B L- ense No.: 924123
Date:? Contractor: F
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
Lender's
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/28/2014
Owner:
CITRUS ELDORADO LLC
1157 N RED GUM ST
ANAHEIM, CA 92806
Contractor:
LANE BUILDING SYSTEMS INC
1732 YERMO PLACE
FULLERTON, CA 92833
(714)630-7149
Llc. No.: 924123
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.
ave and will maintain workers' compensation insurance, as required by
Sec i63700 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 provi ons.
Date- Applicant: Q,, -4.,0J
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 pr erty f r inspection purposes.
Dater ignature (Applicant or Agent):
FINANCIAL •
DESCRIPTION ACCOUNT
1
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 - EA ADDITIONAL 50 LF
101-0000-42404
0
$75.79
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
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 forFENCE OR FREESTANDING WALL $183.04 $0.00
TOTALS:•1 $0.00
Description: 119 LF OF 6' BLOCK WALLS
Type: WALL/FENCE Subtype: Status: APPROVED
Applied: 8/28/2014 SKH
Approved: 8/28/2014 SKH
Parcel No: 776340018 Site Address: 50649 CEREZA LA QUINTA,CA 92253
Subdivision: TR 32751 Block: Lot: 18
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $10,136.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 119LF OF 6' GARDEN WALL AT FRONT YARD AND SOUTH PROPERTY LINE, [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA
BUILDING CODES.
ADDITIONAL SITES
CONDITIONS
Printed: Thursday, August 28, 2014 2:29:12 PM 1 of 2 NAP
CRSYSTEMS
W
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
WALL/FENCE - EA
101-0000-42404
0
$75.79
$0.00
ADDITIONAL 50 LF
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* $183.04 $0.00
TOTALS::400
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES
DATE DATE
FINAL"
BOND BEAM
FOOTINGS
PARENT PROJECTS
BOND INFORMATION
ATTACHMENTS -
Printed: Thursday, August 28, 2014 2:29:12 PM 2 of 2 CN?W
SYSTEMS
Bin # City of La Quinta
-Building 8t' Safety Division
P.O. Box 1504, 78-495 Calle Tampico
Permit #
La Quinta, CA 92253 -(760) 777.7012
Building. Permit Application and Tracking Sheet
'Project Address: Ce �s^2C'� Owner's Name: Citrus .El Dorado LL1C
A. P. Number:11
Address: 1157N. Red Gum Street
Legal Description: ` o T Tra
City, 5T, Zip: Anaheim, CA 92806
Contractor: Lane Building Systems
Telephone: ( 714 )630-7685
Item
Address: 11.732 Y er m o Place
Project Description: Single Family Home
City, ST, Zip: Fullerton., CA 92833
NAU PYD h ,�. 1
Tele hone: 714 630-7149 %<:`;:><>':>:.; .r.;:;:.::.:;•»;:;;:.<:.;:>:.>;:.;;:;
Reviewed, ready for corrections
state Lic. # : 924123 City Lic:
Plan Check Deposit
Arch., Engr., Designer: K evin L. • Crook Architect,Inc.
Address: '1360 Reynolds Ave. .
City, ST, Zip: Irvine, . C A 92614
Called Contact Person
hone: (949) '6601587, :
Consncy:Sin l.e . F a milYTele
truction TyPe:.esentiaOccup
. FriisC�•r,::n4i::iiiii{ir?:h:Yiii:•:;:•'{: •��
C 15561 :::,>:;:::>:<:::;;;::::
..State Lic. #: :..,;;�
Project type (circle one}: ' evw Add'n Alter Repair Demo
Name of Con tact.Person: D ebbie A dams
S. Ft.: o #. Stories:
# Units:
Telephone # of Contact Person: (714)630-7.149
Estimated Value of Project
APPLICANT: DO .NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rc M
TRACKING
PERMIT FEES
Plan Sets
Plan -Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Iiaiance
Title 24. Calcs.
Plans picked up
Construction
'Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2"" Review, ready for corrections/issue
Electrical
Subcontactor:List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
H.O.A. Approval ..
Plans resubmitted
Grading •
IN HOUSE:-
Jrd Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wits. Appr
Date of permit issue
Schodl Fees
Total Permit Fees
Lot - 10 - I I214N
Ell! {,-e d>_ ®®�®�. i I�®� +� ® II pig ��9il IlEll97
.
'®a� Iril Ike®pil
ml I� i�Mile
1�D �D ;gip I
�i1i1�1i111®ill��� • .
DEPT.
APPROVED
- DATE BY .
HARDSCAPE .CONSTRUCTION PLAN
�
CRAFTSMEN. HOMES 'a THE CITRUS
9
,
■
FROW YARD3
LA aLwTA, CA
x
BLOCK eck. mc.
.:._.. Stnca 1944
# $ ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
6' to 8' High Site Wall
Spread Footing - C a 100mph (ult)
Risk Category I
60 Wide CMU
DESIGN CRITERIA,
'L' STEM
i. DESIGN CRITERIA PER 2013 CBC
;
2. ALLOWABLE SOIL BEARING PRESSURE — 1500psf
OPTIONAL WALL, CAP
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
GROUT CELLS
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
w/ REINF,
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, I'm 1500ps1. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
,A,
B'
PROJECT SPECIFIC SITE.
TYPE.
NOTES:
#6;;$Tb°LAQDEA
5 STD.„FOR SLUMP STONE)..
JOINT REINF: AT TOP COURS=i `''`�
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
AT FIRST COURSE, AND 24"o.c.
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR',OIAMETERS OR 24
,
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL .BARS IN CELLS.
'L' STEM
2. JOINT REINFORCEMENT ('LADDER' TYPE) SHALL BE COLO—DRAWN STEEL
;
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
6" WIDE (NOM.) GM
4024"o,c. 027"o.c.
4048"o.c. 054"o.C.
GROUT CELLS
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psl m 28 DAYS, UNLESS
w/ REINF,
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
,A,
B'
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
2'-0"
4'-0'
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDEO MASONRY MORTAR AS
'X' BARS PER
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
SCHEDULE
REQUIREMENTS OF ASTM C270, OR SPEC MIX INR MASONRY MORTAR AS
CTR. OF WALL
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
)OOpsl. ,rtO
'Y BARS PER
7,.,RST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
SCHEDULE LAP =
IS PLASTIC.
PER `L'
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'-0"o.C. OR 20'—O"o.c. IF WALL IS TO BE STUCCO COATED OR
WET—SET FIRST .'
MORTAR WASHED
COURSE ,
10. GROUT ALL CELLS WITH REINFORCEMENT.
2—#4 CONT:
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.
CONT, CONC. FTG. -
11:2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
SEE DETAIL SHEET S-5.1.
f3. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
ALT..,BENDS
MASONRY FENCE .WALL, SCHEDULE
BU1LD1-q: 3AFLTY DEPT.
A 10
i J
Is IV7 "All 1212, 1
All'
X` BARS RE1Nf':WALL STEP _ .'Y'.EARS
'H' MAX. "
. 16' LONGCMU18' LONG CMU TYF..kft-S 2.0 16' LONG CNU 18" LONG CMU
'L' STEM
B' MIN.
-
;
#4048'o.C. #4054"o—
A'':
8;
4024"o,c. 027"o.c.
4048"o.c. 054"o.C.
2'-O".
2.=0"
2 —10'
1`-9"
:6'=8" #4®48"o.c. #4®45"o. c.
,A,
B'
4916"o.c. 4®18"o.c.
4®48"o.c. #4054"o. L..
2'-0"
4'-0'
3'=1"
i
7'-4" . '#4048"o.0. #4045"o.c.
8' 0" #4040"o.c. #4036"o.c. B�
ANDERSON DESIGN GROUP
Structural Engineering building Design
226 East Sadlllo Street • Covina • CA • 91723-2115
(626) 936-1595 • Facsimile (626) 938-0485
' enDlnee,tnp excellence since 1957'
m
a SIN
J
• : D_'
W
a
f
3" CUR.
TYP.
*ll
17CT� SIGNED 6-25-14
S-1.OLQ
#6255
®i
I
8' High Max. Site Wail
C o 100mph
BLOCK CO, INC. Risk Category I
Since 196
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU
ENO OF WALL
i
x .O 5 x HF ,5 x -H ----•-......
y
I ;T
i
A.I \'j !
X A
X
U)
I
5xHF_ 5xHF A Sx.HF
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES : A & Chi
��. TOTAL WALL LENGTH
i
5 x HF MIN.
TYPICAL REINFORCED WALL STEM
WALL TYPES' A .►.&1.
�w: a
ANDERSON DESIGN GROUP.
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
"enpmeermp exceuence since 1957-
0 ;. 3"hu'C:T UN
[t iz
5 x HF MIN,
6-T i-�' NED 5-21-14
S-2.OLQ
#6255