BWFE2015-0045'
di
78-495 78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT"
BUILDING PERMIT
Application Number: BWFE2015-0045
Property Address:
80325 VIA CAPRI
APN:
777100052
Application Description:
FLrEENOR RESIDENCE BLOCK WALL
Property Zoning:
Application Valuation:
$25,000.00
Applicant:
MONARCH HOMES
49950 JEFFERSON STREET #130
LA QUINTA, CA 92264
MAR 0 3 2015
CITY LA COMMUNITY DEVOELOPMEN DE DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 {commencing with Section 700 0} of Divisio Business and Professions Code,
and my License is in full force and effect.
License Class: License No.: C28860
Date: + -3' �S Contractor.
B,./ T % n1 0
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 Ad
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/3/2015
Owner:
ALAN FLEENOR
80100 VIA PESSARO
LA QUINTA, CA 0
Contractor:
MONARCH HOMES
49950 JEFFERSON STREET #130
LA QUINTA, CA 92264
(951)634-6381
Llc. No.: C28860
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 tha ould become subject to the
workers' compensation provisions of Section o t Labor Code, I shall forthwith
comply with those provisions.
r '
D�e: - 3 - —App pca'nt:
JI WL
WARNING: FAILURE TO SECURE WORKERS' �
SATION OVERAGE 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 tha above information is correct.
I agree to comply with all city and county ordinances anaws ting to building
construction, and hereby authorize representatives oft ' cit o nter up n the above
mentione roperty for inspection purposes.
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Date: -) ' 5 Signature (Applicant Ldr Ag t):
t
BLOCK COM INC.
Zfi� 1.,.
f ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
6' to 8' High Site Wall _
Trench Footingr2t'0�e`g,0
®''f1fo�p��' I N TA
RiskrY_'i I SAFE-IY DEPT.
6" ide ZMYROVE
FOR CONSTRUCTION
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
>2
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
OPTIONAL WALL CAP -
3. ALLOWABLE SOIL PASSIVE PRESSURE — 150pcf
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4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
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6. MASONRY COMPRESSIVE STRENGTH, I'm - 1500psl. SPECIAL INSPECTION
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NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
16 STD. LADDER TYPE;
NOTES:
(#5 STD;:FOR SLUMFST(
JOINT REINF:. AT' TOP C
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
AT FIRST COURSE, AND
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
SCHED.
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER` TYPE) SHALL BE COLO—DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
6" WIDE (NOM.) CMU
GROUT CELLS
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500pal 0 28 DAYS, UNLESS
w/ REINF.
OTHERWISE REQUIRED BY SOILS REPORT.
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'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 PREBLENDED MASONRY MORTAR AS
'X' 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 SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
{ 'OOpsI. ;4 O no 1PS �'
Y' BARS PER
7. , iRST 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'-0"o.c. IF WALL IS TO BE STUCCO COATED 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. B. AFTER VERTICAL
2—N4 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.
MINIMUM DEPTH D 0 SLOPE'.
SLOPE SETBACK
2 :1 2 —6 2 —0
CONT, CONC. FTG.--
3 :1 2—O�
MASONRY FENCE WALL SCHEDULE'
X BARS REINF.*ALL STEM 'BARS
H' MAX.
L' STEM D' MIN.
16•.LONG CMU 18' LONG CMU .TYPE PER S=7_ 18" LONG CMU 18' LONG CMU
A' 4®24"o.c. 4027"o.c.
2,' 2-10
•6'-0" #4048"o.c. 1(14054"o.c. B' #4194Wo.c. 4054'o.c.
VO" 2'-2"
6'-8? X4048"o.c. 1 X4045"oc..'I .A� I �ire4e0�16a'on.c. I -1
,c. I 2-0- I#!ZR—n
1'-4
A' I 4016"o.c. I I' 3-0"
T'-4" #4048"o.c. #4045n....—f aa�K^� `i—z--�
#4040"o.c. ( #4036"o.c. B #4040"o. c. 1. ;4
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East Badlllo Street • Covina• CA • 91723-211S
~' (626) 938-1595 • Facslmlle (626) 938-0485
englnee/'�np excellence since 1957••
:ATE
8" ` 5'-0" MIN.
CONT. TO DAYLIGHT
RUV��
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DATE SIGNED 6-25-14
S-1:2LQ
#6255
a
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CL
SETBACK
PER
SCHED.
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c..ee;�..:.::ir\ .. .• a
8" ` 5'-0" MIN.
CONT. TO DAYLIGHT
RUV��
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DATE SIGNED 6-25-14
S-1:2LQ
#6255
a
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8" ` 5'-0" MIN.
CONT. TO DAYLIGHT
RUV��
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DATE SIGNED 6-25-14
S-1:2LQ
#6255
BLOCK CO., INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
NQ'OF WALL'
L:
x .O 5 x HF
3:
I
9
8' High Max. Site Wall
C 6 100mph
Risk Category 1
6' Wide CMU
5
17--) � - i i� -
An" IT
A
PI
f
EPT.
r)
TUN
F%V
A
-RETURN TYO..
5x HF 5 x Hir O. 5 x HF:
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES 0 & G)
TOTAL WALL LENGTH
5 x HF MIN.
TYPICAL REINFORCED WALL STEM TYPES ELEVATION.
WALL TYPES (A�.& - ntl 11
ANDERSON DESIGN GROUP.
Structural Engineering - Building Design`
228 East Eadillo Street • Covina . CA . 91723-2115
(626) 938-1595 Facsimile (626) 9313-0485
"enOlneerinp excellence since 1957'
5 x HF MIN,,
kzP-A,JiGKED 5-21-14
S-2.OLQ
46255
FINANCIAL INFORMATION
• DESCRIPTION ACCOUNT" CITY AMOUNT PAID
PAID DATE
BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00
3/3/15
PAID BY METHOD RECEIPT # CHECK #
CLTD BY
MONARCH HOMES CHECK R3868 1077
MFA
Total Paid forBUILDING STANDARDS ADMINISTRATION BSEt $1.00 $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE-
WALL/FENCE -'EA ADDITIONAL 50 LF
101-0000-42404
0
$76.86
$76.86
3/3/15
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
MONARCH HOMES
CHECK
R3868
1077
MFA
' DESCRIPTION -
" 'ACCOUNT
QTY
s AMOUNT ',
PAID
, PAID DATE
WALL/FENCE - FIRST 100 LF .
101-0000-42404
0
f $47.86
$47.86
3/3/15
PAID BY, •,
METHOD
RECEIPT #
CHECK #
CLTD BY
MONARCH HOMES
CHECK
R3868
1077
MFA
DESCRIPTION
ACCOUNT
QTY
AMOUNT .
�. PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$60.91
3/3/15
PAID BY j
METHOD
RECEIPT # .
CHECK # '
CLTD BY,
MONARCH HOMES
CHECK
R3868
1077
MFA
Total Paid for FENCE OR FREESTANDING WALL $185.63 $185.63
DESCRIPTION , ,
ACCOUNT;
QTY .
AMOUNT
PAID
''PAID DATE
RET WALL >12 - EA ADD 50 LF
101-0000-42404
0
$87.03
$87.03
3/3/15
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
MONARCH HOMES
'CHECK
R3868
1077
MFA
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL >12 - FIRST 100 LF
101-0000-42404
0
$72.52
$72.52
3/3/15
PAID BY
r METHOD
RECEIPT #
CHECK #
CLTD BY
MONARCH HOMES
CHECK
R3868
1077
MFA
• DESCRIPTION
ACCOUNTQTY,
AMOUNT
PAID,,`
PAID DATE
RET WALL >12 - FIRST 100 LF PC
101-0000-42600
0
$60.43
$60.43
3/3/15
• PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
MONARCH HOMES
CHECK
R3868
1077
MFA
Total Paid for RETAINING WALL $219.98 $219.98
TOTALS:0. 0..
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Description: FLEENOR RESIDENCE BLOCK WALL _
Type: WALL/FENCE Subtype: Status: ISSUED
Applied: 3/3/2015 MFA
Approved: 3/3/2015 MFA
Parcel No: 777100052 Site Address: 80325 VIA CAPRI LA QUINTA,CA 92253
Subdivision: TR 29894-2 AMEND NO 2 Block: Lot: 11
Issued: 3/3/2015 MFA
Lot Scl Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $25,000.00 Occupancy Type: Construction Type:
Expired: 8/30/2015 MFA
No. Buildings: 0 No. Stories: 0 No. Unites: 0.
LA QUINTA
Details: 180 LF OF 6' GARDEN, 250 LF RETAINING AND 1416" X 16" PILASTERS [CITY SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING
CODES. -
ADDITIONAL $ITE$ .
CONDITIONS..
Applied to Approved
Approved to Issued
NAMETYPE
_.
NAME
, ADDRESSl
STATE
ZIP. PHONE • FAX A `_
K
EMAIL.
CONTACTS
CITY
APPLICANT
MONARCH HOMES
49950 JEFFERSON
STREET #130
LA QUINTA
CA
92264
CONTRACTOR
MONARCH HOMES
49950 JEFFERSON
STREET #130
LA QUINTA
CA
92264
OWNER
ALAN FLEENOR
80100 VIA PESSARO
LA QUINTA
CA
0
Printed: Tuesday, March 03, 2015 3:58:23 PM 1 of 3
CB?WlYSTEMS
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID'
PAID DATE
RECEIPT#
CHECK#
METHOD
PAID BY
CLTD
` " * NOTES
i
BOND BEAM
FINAL••
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
3/3/15
1 R3868
1077
CHECK
MONARCH HOMES
MFA
Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $1.00
BSA:
WALL/FENCE - EA
101-0000-42404
0
$76.86
$76.86
3/3/15
R3868.
1077
CHECK
MONARCH HOMES
MFA
ADDITIONAL 50 LF
WALL/FENCE - FIRST
101-0000-42404
0
$47.86
$47.86
3/3/15
R3868
1077
CHECK
MONARCH HOMES
MFA
100 LF
WALL/FENCE -FIRST
101-0000-42600
0
$60.91
$60.91
3/3/15
R3868
1077
CHECK
MONARCH HOMES
MFA'
100 LF PC
Total Paid forFENCE OR FREESTANDING WALL $185.63 $185.63
RET WALL >12 - EA ADD
101-0000-42404
.0
$87.03
$87.03
3/3/15
R3868
1077
CHECK
MONARCH HOMES
MFA
50 LF •
RET WALL >12 - FIRST
101-0000-42404
0
$72.52
$72.52
3/3/15
R3868
1077
CHECK
MONARCH HOMES
MFA
100 LF
RET WALL >12 -FIRST
101-0000-42600
0
$60.43
.43
$60-
73/3/15
R3868
1077
CHECK
MONARCH HOMES
MFA
LF
100 LF PC
Total Paid forRETAINING WALL $219.98 $219.98
TOTALS:40. 4i.
PARENT PROJECTS
l�
Printed: Tuesday, March 03, 2015 3:58:23 PM 2 of 3 SY57EM5
SEQID '. INSPECTION TYPE,
INSPECTOR
q_
'SCHEDULED
DATE
INSPECTIONS
COMPLETED, RESULT;
DATEry
REMARKS _
` " * NOTES
i
BOND BEAM
FINAL••
FOOTINGS
PARENT PROJECTS
l�
Printed: Tuesday, March 03, 2015 3:58:23 PM 2 of 3 SY57EM5
E
Printed: Tuesday, March 03, 2015 3:58:23 PM 3 of 3 -C W SYSTEMS
Bin #
City of La Quinta. .
Building SZ' Safety Division
P.O. Box 1504, 78-495 Calle Tampico .
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: �j Q -3 2'j 0 c400x I'
Owner'.s Name:
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
Contractor:
Telephone
Address: _ f'q T�'fFe7t_Xo,t/ sT 413-D
Project Description:
City, ST, Zip: R 22D 16F
(0 Ptil ✓�} W_
Te e h t
I o ne. S
P b �
2 �F 3 ' i W
State Lic. # :
City Lie. #;
., �(p �C/ (p •• ^ I L 3%rte, S (Ip
Arch., Engr., Designer:
j f cJ
Address:
City., ST, Zip:
Telephone:Construction
.:....................................................
.
Type: Occupancy:
State Lic.
r oJ ecttYP (circle one): w Add'n Alter Repair Demo
Name of Contact Person:V J 5 T- 4 COA-b
Sq. Ft.:
# Stories:
# Units:
Telephone #,of Contact Person: $ (A ^ (D 3 /
Estimated Value of Project: Z • 0 Do
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
Recd
TRACKING
PERMITFEES.
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance.
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan .5.
Plans resubmitted
Mechanical
Grading plan
tad Review, ready for corrections/issue
. Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.K.
IiA.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
1id Reyiew, "ready for corrcctions/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Tees