13-1066 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
13-00001066
Property Address:
77511 CALLE ARROBA
APN:
774-155-022-2 -000000-
Application description:
WALL/FENCE
Property Zoning:
COVE RESIDENTIAL
Application valuation:
5770
C&ty�, 4 4 Qulk&
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
A- /
-----------------
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 Professionals Code, and my License is in full force and effect.
License Class:
BLicense No.: 826741
DatAf/ /
DDD 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)•:
1 _ 1 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.).
(_ 1 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.).
(_ 1 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: 4
Lender's Address:
LQPERMIT
Owner:
BRIAN JAMIESON
77511 CALLE ARROBA
LA QUINTA, CA 92253
(847)312-4661
VOICE (760) 777-7012•
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/22/13
Contractor: O
FREELS & CONSTRUCTION
68160 CALLE CERRITO C
DESERT HOT SPRINGS, 240. O
(760)902-8571 a�
Lic. No.: 826741
Ce�
Os
�F-N-v/-
WORKER'S COMPENSATION DECLARATf0N
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' comPe ,Csation, 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
Y1� Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
_.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 3P,pplicant:9 g
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 Director of Building and Safety 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
county to
fieenter upon the above-mentioned property r inspecti/o�n/j/Jy]urp/p/des. /
Date -W G lignature (Applicant or Agent): T��i=4=i=r7`-- . � 1/�l
Application Number . . . . . 13-00001066
Permit . . . WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee . . . . 61.49 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 5770
Expiration Date 2/18/14
Qty Unit Charge Per Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF 47.19
1.00 14.3000 EA MISC WALL, ADDL 50 LF 14.30
----------------------------------------------------------------------------
Special Notes and Comments
BLOCK WALL - INSTALL 120 L.F. OF 5 FT.
HIGH BLOCK WALL AT NORTH AND EAST SIDE
OF PROPERTY (FRONT YARD) ON PROPERTY
LINE, PER ATTACHED APPROVED PLAN AND
ORCO BLOCK DETAIL. 2010 CALIFORNIA
BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00
PLAN CHECK, WALLS 60.06
Fee summary Charged
Permit Fee Total 61.49
Plan Check Total .00
Other Fee Total 61.06
Grand Total 122.55
LQPERINIT
Paid
Credited
Due
----------
.00
---------- ----------
.00
61.49
.00
.00
.00
.00
.00
61.06
.00
.00
122.55
Bin #
City Of La Quinta AVG 22
Building &r Safety Division 2013
P.O. Box 1504, 78-495 Calle Tampico CbMM�-OF�A
La Quinta, CA 92253 - (760) 777-7012 �' DF , INl
Z z. ild►ng Permit Application and Tracking Sheet OP
n
Per it #
_
Project Address:D 6L -Owner's
Name: CK. `
A. P. Number:
Address: ., C
Legal Description:
City, ST, Zip:(_C� G4 c L
Contractor:Telephone:
h• i to b �
P �-f 3
Address: Cal, I
Project Description:
City, ST, Zip: e f' 6,1/ q CGLI9?zvo
Telephone: O 02- K17-/-041
State Lic. # :
City Lic. #.:
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:
Occupancy:ancY
truetw n TY Pe: CO
•Cons
State Lic #:
Project ecthPe (circle one): • New Add'n Alter Repairair Demo
Name of Contact Person: 4 e v.
Ft.: ®
# Stories:
# Units:
Telephone # of Contact Person: c> '-7 ®
Estimated Value of Project: S, 110 . .00
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Flan Sets
Plan Check submitted
Item
Amount
Structural Calcs,
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance.
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
Zed Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
Aug 23 13,02:41 p Freels Construction
Freels Construction
General Contractor
Ca. State Lic # 826741
Ph 760-902-8571
Fax 760-329-1362
7603291362 p.1
2
Esti m ate/Agreement f
DATE ESTIMATE #_
8/22/2013 I 1301 — -- -
I
Job Name I I B 1 TO
Brian Jamieson
77-511 Calle Arroba
j La Quinta, Ca., 92253 I Project Mangager, Terry Smith
C - 760-835-6860
Job Description
i
Material and labor to build a 5' ft. x 120' ft. garden wall at.the front or north side of the house complete in grey 5,875.00
block as discussed with the project manager and the home owner with a site plan supplied.
All drywall patch work, all paint prep., sanding, masking, caulking, deglossing, priming and apply two coat's of I 2,475.00
finish to the south side of the home from the existing to the new addition. Colots to chosen by the home
owner_ Material and labor total_ Janonopolus Painting co.
Prewire and install four ceiling fans in each room at the south side of the home, ceiling fans have already 1,350.00
been chosen, includes wall controlls and remote's. Material and labor except the fans.
Krome electric_ I 0.00
I �
I
{Thank you for the opportunity to bid on your project. 0.00 I
To Accept this bid please SIGN and Fax or Email bac
Please send payments to - 68160 Calle Cerrito, Desert Hot
I Springs, Ca., 92240 Licensed - Bonded - Insured I
Email - freelsconstruction@roadrunner.com
Total .9,700.00 i
i
i
or'
BLOCK CO..INC.
Since 1946
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, f m = 1500psi. 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. 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 = 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, 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
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,
k AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS. PLASTIC. - '
8. 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'-O'o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
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
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
6' to 8' High Site Wall
Trench Footing - C o 85mph
6" Wi GGftF lA QUIN A
OPTIONAL WALL CAP —\
STD. LADDER TYPE
#5 STD FOR SLUMPSTONE)_
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
6" NIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE 0
CTR. OF WALL
'Y BARS PER
SCHEDULE LAP
PER 'L'
F.G.
INET -SET FIRST
COURSE r
2—#4 CONT.
CONT. CONC. FTG.
H' MAX._.�' 'L' STEM D' MIN.
16' LONG CMU 18' LONG CMU TYPE PER 5-20 16' LONG CUU 18" LONG CMU
6'-0" #`I "o.c. #4®54"o.c. 'A' 4"o.c. 4®27'o.c. 2'-0" S-2"
�., lIA LnA C^� AM'A'"—,.I I— .
6'-8" 1 #4048'o.c. I #4045'o.c.
7'=4" 1 #4048"o.c. I #4045"o.c.
"-0" 0"I #4®40"o.c. I #4036"o.c. ' 0? #409
4®9"o.c.
' #4140"o.c. #4036"o.c.
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina . CA . 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
"engineering excellence since /957"
BUILDING & SAFETY DE T.
APPROVED
FOR CONSTRUCTION
DATE 3 BY
SETBACK
PER
SCHED.
J
U
8" L 5'-0" MIN.
CONT. TO DAYLIGHT
D
2,-4" * E 3'x14
11 A 6 - LA U " C TTUURP��\�
u & SAFETY DE CAO
ROVED
O QED DATE IGNED 5-20-13
FOR CONSTRUVON `-1.L.LQ
#6255
DATE �� BY