13-0347 (BLCK)P.O. BOX 1504 4
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 13-00000347 Owner:
Property Address: 44060 CARMAN PL CHRIS SWEAT
APN: 604-151-007- - - 44060 CARMEN PL
Application description: WALL/FENCE LA QUINTA, CA 92253
Property Zoning: LOW DENSITY RESIDENTIAL ( D
Application valuation: 2025
Contractor:
Applicant: Architect or Engineer: ORTEGA MASONRY
�( 31691 ROSEMARY
THOUSAND PALMS, CA 922 6
(760) 912-1726
Lic. No.: 809220
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions Chapter 9 (commencing with
ZA
Section 7000) of Division 3 of the Business and ProX]%, and y License is in full force and effect.LicenseClass: C29
Date Contractor:
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 ($5001.:
(_ 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.).
(_ 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.AP.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:
LQPERDUT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/25/13
�r 1
e
�4AR
:TA CI -Cy OF LA QUlm
PT
:11 F
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 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 subjecZtoie wo�,rketr,' com ensation provisions of Section
37 f the Labor Code Crall forthwithyos rovisions.Date: pplicant: -
WA ING: FAILURE TO SECU E 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. agree to comply with all
city and county ordinances and state laws relating to building construction, and here out z " represe tives
of this cou to en r upon the above-mentioned property for in ction purpose ,
- '
Date: 'gnature (Applicant or Agent): r
Application Number . . . . . 13-00000347
Permit . . . . . .
WALL/FENCE PERMIT
Additional desc . .
Permit Fee . . . .
54.00
Plan Check
Fee
.00
Issue Date . . . .
Valuation
2025
Expiration Date . .
9/21/13
Qty Unit Charge
Per
Extension
BASE FEE
45.00
1.00 9.0000
THOU BLDG 2,001-25,000
9.00
----------------------------------------------------------------------------
Special Notes and Comments
81LF OF 6' BLOCK WALL
BUILT TO ORCO
STANDARD ON THE SOUTH
SIDE OF THE
PROPERTY. 2010 CODES.
----------------------------------------------------------------------------
Other Fees . . . . .
. . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged
---------------------------
Paid
----------
Credited
--------------------
Due
Permit Fee Total
54.00
.00
.00
54.00
Plan Check Total
.00
.00
.00
.00
Other Fee Total
1.00
.00
.00
1.00
Grand Total
55.00
.00
.00
55.00
4QYERM IT
C _ �
C1 Of L2Q[lltita
• Building 8r Safety Division.
P.O. Box 1504,'76-49S Calle Tampico
La.Quinta, CA 92253 -:(760) 777-7012
Building Permit Application, and Tracking Sheet
Permit #
3
ProjectAddress: / yi
Owner's Name:. r `
A. P. Number.
Address: . Lf 4Q 6 , Y
Legal Description: �Ct..Z
City, ST, Zip:
Contractor. ,�
Telephone: ---L'
Address: ✓ /7/-e-
Project Description: 1
City. ST, Zip: v s_La-
a.
Telephone: a
Tel
-�
State Lia C.) CityLic #;
Arch., Engr., Designer.
Address:
City., ST, Zip:
Telephone:
State Lie. #:
Name of Contact Person: ., V� I 1
Construction Type: Panty:
Project type (circle one): New Add'n Alter Repair Demo
Ft.: #Stories: # Unitp:
Tel hone # of Contact Person:
ep .
Estimated Value of Project:
. APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
' Ree'd
TRACMG
PERMIT FEES•
Plus Sets
PIan Check submitted
Item Amount
Strgcturai Calm
Reviewed, ready for corrections
Plan Check Deposit. .
Truss Cates.
Called Contact Person
Plan Check Balance.
Title 24 Cales.
Plans picked up
Construction
Flood plain plan
Plans iesubmltteed..
Mecharilcal
Grading plan
2`' Review, ready for correctionsfissue
Electrical
Subcoutactor List
Called Contact Person
Plumbing
Grant Deed
Pians picked up
ML
ILOAL Approval
Plans resubmitted
Grading
IN HOUSE:-
;" Review; ready for correction0aue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
i
Total Permit Fees
ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 1010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE - 150 PCF
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
5. 1500 PSI MASONRY COMPRESSION STRENGTH,
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
STEEL
1^ DROP-IN BAR
#6 STD JOINT
REINFORCEMENT @24"01C
(3 PLACES - 4 PLACES FOR T
& S' WALLS). USE #5 STD.
FOR SLUMP BLOCK
NOTE: PROVIDE #4 DOWEL 8
44 DROP-IN 8AR AT EACH
SIDE OF CONTROL JOINTS,
ENDS -OF WALLS AND ® WALL
HEIGHT CHANGES
X' DOWEL @ CENTER OF
CNU.
00
00
#4 HORZ CONT.
�V
'W' CONT. FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
NOTES:
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90.
1. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/1 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTMA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. RESAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT 15 LOCATED.
S. CONCRETE BLOCK SHALL BE LAYED IN A RUNNING BOND
PATTERN WITH VERTICAL CCNT7NUITY OF THE CELLS UNO,
6. ALL BLOCK CELLS CONTAINING VERTICAL RESAR SHALL BE SOLID
GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 44/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WLATHER CONDIITONS ARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETEIS PLASTIC BLOCK 57EM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. F0077NG MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
COMPACTION OF 90 %.
11. FIRST INSPK7ION TO BEAFTER FOOTING TRENCHES ARE
READY FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN 7HE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12, MAXIMUM CONTROL JOINT SPACING: 40'01C. 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
CITY OF LA QUINTA
Qapf ES' N
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'O
~ C31925 A
* EXP. 12-31-2012
1p
lE.0 CAL \fOQL
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTINGCIL F-
nwmxx..A7
A4 DOWEL *EACH SIDE Of awor wu panwwanc
BLOCK-0UT W/ A'4 DROP-IN BAR M DFT 0
i. Nmz. mvr. a rmnsacvuz®-
gfOYIOFl1-MP'. UGMD Mi(ATA/NJ•
OfAQ /RMAAL
SWO' BLOCK-OUP v v . v • . o
° o
• ;v ; •'v • ° ' a
B.
CONE. F0077N0 •4 •°::v' q o•
s• �. w,s mr.oanrow-may.�H•
=FOR SIDEVARD RE7VRN WA1L5 WHERE uw. u"wwnvxn,mJ•aev,,m,
11ESWALEOCCU= A 1/2 BLOCK S=
'M"'EFT *SWAIE GRADE. PROVIDE gnu l'•4`
04 DOWEL AND 04 DROP-M BAR ON FAQf'
S1DEOf 7NE I/Z BLOCKORAIN • AS
SHowN. FOOTING STEP DETAIL
QaoCfE
Q
H 0
C31925
*
EXP. 12-31-2012
CITY OF LA QUINTA sr4l C ora'
OF CA\ \f
WIND MAX.
DESIGN WALL SPREAD 'X' DOWEL 'Y' BAR
SPEED HEIGHT FOOTING
WIDTH
#4 @.40" O/c
--�33" #4 (� 40" 0/C
U V 6''-0" I'"9" 36'0/C IB' CMU 36' 0/C - IB' CMU
W 8" 8"
� W #4 @ 40" 0/C 33" #4 (� 40" 0/C
Q Q 6' 36' O/C - IB' CMU 36' 0/C - IB' CMU
Z W 9" -- 9.,
� W
_ � #4 @_32" 0/C 33" #4 C� 32" 0/C
7'-4° 2'-D" 27' 0/C IB' CMU 27' 0/C - IB' CMU
� t/1 Io„ _— Ion
#4 C 24" 0/C
8'-D.r 2'
-3"
IB' O/C - IB' CMU
36' 0/C - IB' CMU
10" -- 10"
r�
u
w �t