07-2491 (BLCK)f.
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
07-00002491
Property Address:
49015 CEDROS
APN:
646 -210 -007 -
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY
Application valuation:
650
Applicant:
CIR
RESIDENTIAL
Architect or Engineer:
W�
BUILDING & SAFETY 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 Professionals Co d my License is in full force and effect.
License Class: C29 o.: 772387
Date: B Contrac
OWNER -81.1I ECLARATION D
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 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. , BAP.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:
LQPERMIT
Owner:
CHRIS GORDON
49015 CEDROS CIRCLE
MORENO VALLEY,.CA 92553
(
Contractor:
BOGART MASONRY CORP,
P.O. BOX 2398
YUCCA VALLEY, CA 922
(760)363-7550
Lic. No.: 772387
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/10/07
e D
SEP 1 U 201
OF
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 STATE FUND Policy Number 046-0017609
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 ply with those provisions.
_Date' Applicant:
WARNING: FAILURE TO SECURE WORKERS' CO ENSATION 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 enter upon the above-mentioned prneerty for inspection pur
Date: _7 ignature (Applicant or Agentl:
Application Number . . . . 07-00002491
Permit . . . WALL/FENCE
PERMIT
Additional desc .
Permit Fee . . . . 19.00
Plan Check
Fee
.00
Issue Date-
Valuation
650
Expiration Date 3/08/08.
Qty Unit Charge Per
Extension
BASE
FEE
15.00
2.00 2.0000 HND BLDG
501-2,000
4.00
----------------------------------------------------------------------------
Special Notes and Comments
BLOCK WALL 3OLN FT X 5 FT HT 1 COLUMN
8FT HT PER ORCO STANDARDS
--
Fee summary Charged
-------------------------------------
Paid
Credited
----------
----------
Due
Permit Fee Total 19.00
.0.0
.00
19.00
Plan Check Total .00
.00
.00
.00
Grand Total 19.00
.00
.00.
19.00
LQFERMIT
Bi" #
City of La Quiinta.
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Build!ng'Permit Application and Tracking Sheet
Permit #
Project Address:*
Owner's Name:
A. P. Number:
Address:
Legal Description:
City, ST, Zip: Oct IN`
Contractor:
Telephone: -3 t 3
Address: �j 1F� 2-3CfProject
Description: .
City, ST, Zip: qzz8lo
Q7L CUPS.
Telephone: 60 3(3ry5ro
/
t (� % 1614
State Lic. # :
City Lic. #:
Arch., Engr., Designer:
(& r4
Address:
City, ST, Zip:
Telephone:
Construction Type:. Occupancy:
State Lic. #:
Project type (circle one): New Add'n Alter Repair Demo .
Name of Contact Person:C f C, iq a. 1�
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project: Q
APPLICANT. DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING.
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready dor corrections
Plan Check Dcposit
Truss Ca1cs.
Called Contact Person
Plan Check Balance
Energy Calcs..
Plans bicked up .
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading.plau
Zed Review, ready forcorrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed.
Plans picked up
S.M.I.
II.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
61HIGIS-W WALL SYSTEM SITE. WALL
FOR 70 MPH WIND @ EXPOSURE C
r—�wE.._. _... OPTIONAL FLAT CAP
ESIGNCWTF.Rbt .
ALLOWABLE Sao BEARING PRESSUR€= 15Po PSF
ALLOWABLE LAMM PASS/VEPRESSURE =150 PCF
CONCR &OROUTSTRENGTH=2000 PSI @2a DAYS.
REINFORCING STEU , GRADE40 FOR iN BARS AND SMALLER d
RWF 60 FOR AW AND LARGER
SEI SMIIO - ,ZONE 4.5 KM FROM TYPEA OR B SOURCE
1500 PSI MASONRYCOMPRESSIONSTRENGTH,
ALF STR 4=45 USED- NO $PECK INSPECTION REOD•
ES.-
MORFTE SLOW SHALL CONFORM TO UBC $70 21-4 ORCO
PR>:CISIOM SP4/TFACF SLUMPED, ORWEDGELOCKBLOCK
BE USED
WGREM FOR FOOTING SMALL BE 1 PART CRAENTT02-112
TS$ANDTO$412 ARTS GRAM WMA MWMUMOF1-1?
CONS OFWATm PER SACK PORTLAND CEMENT SifALLCONFORM
%.STM C 150 TYPElW Fc,v2M MI
MWORCING STEL SHALL BE DEFORMED AND CONFORM TO
MA 515 GRADE 40 FOR#4.BARSAND SMALLER GRADE 60 FOR
N04ARGER PROVW40BAROWWr.=RLAPFORGRADE40
ARAND 4a BAR DIAMETER LAP FOR OMDE6a
WAR SHALL BE CENTERED IN THE CONCRETE BLOCKCFLL IN
CH IT I,S LO0ATEA
2NGRETE BLOCK SHALL BELAYED INA RUNNING BOND
TERN WITH VERTICAL CON77NUIYYOF THE CELLS UNO.
:4 BLOCK CELLS CONWNING VVRRR77CAL REBAR SHALL BF SOLID
7umv-,
SE DBP TYPE $MORTAR PROPORTIONED USM UBC W84FNO
4 I PART CEMENT 70 V2 PART UMF TO 44a MRTS DAMP,
qf swD-
ROUT FOR CONCRETE BLOCK TO OF 1 PARTC€MMENTTO3
'TS SAND (GROUT MAYCONTAIN 2 FARTS 3r PEA ORA VE4IF
VWRR CONDITION.; ARE 57VORABLEAND BLOCK UNOBSTRUCTED
4 SIZE IS SUFFICIENT TO ALLOW GOOD GROUTFLOK WATER
LL BE ADDED TO PRODWEGOOO GROUT FLOW WITROUT
REGATION OF THE CONST RENTS
COCK STEM M4YB€WET,SETI-112" INTO THE FOOTING WHILE
'CONORETE IS PLASTIC. 04OCKSUM MAY OF PLACED TO
TER EDGE OF THE TRENCH TYPE FOOTING
:VOTING MUST OF POURED ON OR INTO UNDISTURBED
URAL SO2 OR ON COMfMCTFD FILL WTTM A MWINUM
WACTION OF 9M
7RST INSPECTION TO BEAFTER FOOTING TRVVCHES ARE
DY FOR CONCRETE AND ALL REQUIRED STEEL IS 77FO IN PLACE
'OND IAASM077ON TO BE WHEN THE REQUIRED VERTICAL IS IN
CE AND WE BLOCK WALL IS RE40YTO GROUT.
0=40M CONTROL JOINT SPACING; 40'OA:ORW 01: IF THE
.4 IS TO BE STUCCO COATM
Page 14
BLOCK CO.
6'-8" to 8'8". HIGH ;oRsco 16" SQ, PILASTER.
FOR 70 & 80 MPH EXPOSURE
C WIND CONDITIONS
OPTIONAL CAP
OR 16616 PILASTER
SOLID GROUTED
VERT DROP4N BARS
(4) #4 DC
WELS W124' MIN.
MIN. FOOTING DEPTH FOR T
TO DAYLIGHT
SLOPE WALL Q WALL Q
WALL Q
TOP 1 FT. SETBACK
2 FT. SETaACK
2 TO 1 3'6' 3=0'
2'3'
3 TO 1 2'-0' . - . 2'-0'
OPTIONAL CAP
OR 16616 PILASTER
SOLID GROUTED
VERT DROP4N BARS
(4) #4 DC
WELS W124' MIN.
EXTENS
N INTO CMU.
El
"
2
g
6
5 Km FROM TYPE B FAULT &
10 Km FROM TYPE FAULT.
of
r 6'
3-0'
2 Km FROM TYPE B FAULT &
5KmFROM TYPEAFAULT.
2 Lr
341
�Qp
O
O
^
W
h �
U FOOTING WIDTH W
3-112'CLR.
EQUAL
DESIGN CRITERIA:
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF +INCR FOR
WIDTH &WIND OR SEISMIC LOADING
2 ALLOWABLE LATERAL PASSIVE. PRESSURE= 150 PCF
3. CONCRETFJGROUiSTRENGTH =2000 PSI Q 28 DAYS.
4. REINFORCING STEEL.: GRADE 40 FOR #4 BARSAND SMALLER &
GRADE 60 FOR #5 AND LARGER
5. SEISMIIC - ZONE A SEE BELOW FOR PROXIMITY TO SOURCE.
G 1500 PSI MASONRYCOMPRESSION STRENGTH
HALFSTRESSES USED - NO SPECIAL INSPECTION READ.
NOTES.
1. CONCRETE BLOCKSHALL CONFORM TO UBC STD. 214. ORCO
SM PRECISKW SRO FACE ORSLUAIPED BLOCK MAY BE USM
2 CONCRETE FOR F0077NG SHALL BE 1 PART CUNT 1D 2.12
PARTS SAND TO3-112IARIS GRAVEL WITH AAMXMUM OF 1-12
GALLONS OF WATER PER SACK PORTLAND CEMEW SHALL CONFORM
TO ASTMC 150 TYPE BM Fc=2WOPSI
3. REINFORCOYO STEEL SHALL BEDEFOR filmAND CONFORM TO
ASM A 615 GRADE 40 FOR 04 BARS AND SVULER GRADE LO FOR
MAN D LARGER PRO V/DE40 BAR DIAMETER LAPFORGRADE40
REBAR AND 48 BAR DWI PETER LAP PoR GRADE 6a
4 REBAR SHALL BE CENTER®fN THE CONCRETE BLOCK CELLIN
LYNCH R6 LOCATED UALO
S CONCRETE BLOCK SHALL BELAYED INARUNNAIG BOND
PATTERN WITH VERTICAL COWTTNUTTY0F THE C611 UNO
S ALLBLOUICELLS CONTAINING VERTICALREEtAR SHALL aESOLD
GROUTED,
:T. USE OBP TYPES MORTARPROPORTIONED LSUkLG UBC DIBLENO.
21-A 1 PARTCEMENT TO 12RWT LLLIF T04-12 PARTS DAMP.
LOOSE SAND.
. B GRLWT FOR LYlNCRE7EBLOCK TO BE 1 PMT CEMENfTO3
PARTS SAND MROUTMAYCOWW/N2PARTS 3V PEA GRNEL IF
WEATHERC NIDMONSAREFACRABLEAND BLOCK UNOBSTRUCTED
CELL SIZE ISSUFRCIENT TDALLOWGOOO GROUfFLOWI. NATER .
SHALL BEAODED TO PRODUCE GOOD GROW FLOW WITHOUT
SEG REGAT /ON OF T HE C 0 NS fTUEWS.
8. BLOCKSTEWMAYBE WET -SET 1-11TWMTHEFOOTM WHILE
THECONCRETEISPLASflC
la FOOTING MUST BE P'OUREDONOR LNTD UNDISTURBED
NATURAL SO2 OR ONCOMIA TW FI L W/THA MINIMUM
COMPACTION OFBOIL '
11. FIRSTINSPCCRON TO BE AFTER FOOTINGTR&vcHESARE
RE40YFOR CONCRETEAND ALL REQUIRED STEEL ISRED INPLAE.
SECOND INSPEC77ONTO BE WHEN THE REOUIRED VERTICAL 4IN
PLACE AND THE BLOCK PIOASTER IS READY TO !ROUT
f2 SEMW GOVERNS THE DESIGN OF PILASTERS FOR PILASTER
DESIGNS FOR SITES THAT ARE CLOSER IDACTIVE FAUL M PLEASE
C WACTYOURLOAL ORCORFPRESENATNE
11 PROVIDE AN EATANSIONQONTROL JOLNTATEACH SIDE OF
PILASTER WHERE INTERSECTING BLOCK WALLS OCCUR
2
MAX.
Ti
04 HORZ-20'LONG E.W.
Q PAIR OF#4 DOWELS
T TO DAYLIGHT
Page 30
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BLOCK CO.
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s�q CI V 0- - N`P
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TYPE OF EARTHQUAKE FAUT &
L
SITE PROXIMITY FROM FAULT
5 Km FROM TYPE B FAULT &
10 Km FROM TYPE FAULT.
2 4•
r 6'
3-0'
2 Km FROM TYPE B FAULT &
5KmFROM TYPEAFAULT.
2 Lr
341
Page 30
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