05-2386 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
-LA QUINTA, CALIFORNIA 92253
(_05-00002386+
Application Number:
Property Address:
53664 V•IA.BELL"A_GIOx'�
APN:
772 -510 -062 -
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
3875
Applicant:
Architect or Engi
c&ty/ 4 ZP Q"
BUILDING•& SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
D /1 NISPERO PROP INC
P O BOX 1144
LA QUINTA, CA 92253
JUN 17 1005
CITYOF� ciUINT Contractor:
FINANCE DEPT, A CALIFORNIA POOLS & SPAS
WCC: SEABRIGHT INS
WC: BE1050510 01/01/06
CSLB: 656128 10/31/06
LICENSED CTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am lic ns d unde provisions of Chapter 9 (commencing with
/Section 7000) of D' sio a Business and Pro ionals de, an e }� iryf opand effect.
✓ License/Cl/a/5's: �t ense No.. (O!'
te: (Gt� �/ Contractor:
OWN ILDER 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 (5500).:
(_ 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:
Lender's Address:
LQPERI4IIT
Date: 6/16/05
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 per it is issued. M worker' c`ort/teensation
4 insurance carrier and policy number are: �/f/� _C_ .moi /
arner C8 C27 C29 C53 Policy Num er (/� �•C,/ (��G
_ I certify that, inMKERSC�OSATION
ance of t k for which this permit is issued, I shall not employ any
person in anto be ome s bject to the workers' compensation laws of California,
and agree thecom bje to the workers' compensation provisions of Section
00 of the 1 hall fo comply with those provisions.
//Yy �
Dat .`�, Applic:
WARNING: FAILURE TO SEERS' CO SATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS (5100,0001 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 nd 'd if work isnot commenced
within 180 days from date of issuance of such permit, or c ati work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state thAove inform ion is c r ct. 1 agree to comply with all
city and county, ordinances and state laws relating toconstructio , and by authorize representativesof this cou to en r upon the above-mentioned prinspe on urp s.
C I
Date:�ature (Applicant or Agent):
f_
Application Number . . . . 05-00002386
Permit... . . WALL/FENCE
PERMIT
Additional desc .
Permit Fee . . . . 63.00.
Plan Check
Fee
.00
Issue Date . . . .
Valuation
. . .
. 3875
Expiration Date . . 12/13/05
Qty Unit Charge Per
Extension
BASE
FEE
45.00
2.00 9.0000 THOU BLDG
2,001-25,000
18.00
----------------------------------------------------------------------------
Special Notes and Comments
35 L.F..'6' BLOCK WALL, CITY STANDARD
AND 120 L.F. 6' BLOCK WALL, ORCO
SYSTEM..
Fee summary Charged
Paid
Credited
--------------------
Due
-------------------------------------
Permit Fee Total 63.00
.00
.00
63.00
Plan Check Total 00
.00
.'00
.00
Grand Total 63.00
.00 -
.00
63.00
LQPERMIT
Bin #
City Of La Quinta
Building 8r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
38
Project Address: --�plpL �� _ ��, Owner's Name:
A. P. Number: Address:
Legal Description: City, ST, Zip:
Contractor: Tele
hone: �
CL i P
Address: ��� 2.�� Project Description:
City, ST, Zip: t 0 3 0
Telephone: G
O
State Lic. #
City Lic. #;
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone: n
Co struc i
tonT Occupancy:
Type:
State Lic. #: Project ct Add'
Democircle ne
type n Alter Repair
Name of Contact Person: 67 Sq. Ft.: # Stories: # Units:
Telephone # of Contact Person:,2?5*- /J,6 / ,}'= �
�•Li Estimated Value of Project:
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 for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cates.
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
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''d 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
,�;,
6' HIGH WALL SYSTEM SITE WALL
FOR. 70 MPH WIND @ EXPOSURE C
OPTIONAL FLAT CAP
DESIGN CRITERIA:
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. CONCRETE/GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL: GRADE 40 FOR #4 BARS AND SMALLER &
GRADE 60 FOR N5 AND LARGER
5. SEISMIIC - ZONE 4, 5 KM FROM TYPE OR B SOURCE
6.1500 PSI MASONRY COMPRESSION STRENGTH.
HALF STRESSES USED - NO SPECIAL INSPECTION REOD.
2
Z7 1 MAX
#4 HORZ CONT.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMFACTED FILL W/THAMINIMUM
COMPACTION OF 90%.
11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE
READYFOR CONCRETEAND ALLREQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACEAND THE BLOCK WALL IS READYTO GROUT.
12.1 MAXIMUM CONTROL JOINT SPACING: 40'01C OR 20'01C IF THE
WALL IS TO BE STUCCO COATED.
U
770 DAYLIGHT
OR�CO
8,.
BLOCK CO..
CONT.
Page 28
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MIN. FOOTING DEPTH FOR 7' TO DAYLIGHT
1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4. ORCO
WALL @ WALL @ WALL @
it
SLOPE TOP 1 Fr.. SETBACK 2 FT. SETBACK
#4 VERT DROP-IN BAR @ 40' MAYBE USED
ORCO 6816, 6616, OR 6618 CMU
2 TO 1 316o 31 o" 2' e
GROUTED ONLY @ VERT STEEL
3 TO 1 Z-4- 2-0'
2
Z7 1 MAX
#4 HORZ CONT.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMFACTED FILL W/THAMINIMUM
COMPACTION OF 90%.
11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE
READYFOR CONCRETEAND ALLREQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACEAND THE BLOCK WALL IS READYTO GROUT.
12.1 MAXIMUM CONTROL JOINT SPACING: 40'01C OR 20'01C IF THE
WALL IS TO BE STUCCO COATED.
U
770 DAYLIGHT
OR�CO
8,.
BLOCK CO..
CONT.
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NOTES:.
1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4. ORCO
STD. PRECISION, SPLIT FACE, SLUMPED, OR WEDGELOCK BLOCK
#4 VERT DROP-IN BAR @ 40' MAYBE USED
OIC (36' OIC FOR 18' LONG
CMU) 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENTTO'2-1)2
PARTS SAND TO 3-12 PARTS GRAVEL W/THA MAXIMUM OF 1-12
GALLONS OF WATER PER SACK PORTLAND CEMENT SHALLCONFORM
TO ASTM C 150 TYPE IW Fc = 2000 PSI
#6 STD JOINT REINFORCEMENT @
24' OIC (3 PLACES) PER UBC STD. 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
21-10. USE #5 STD. FOR SLUMP ASTMA 615 GRADE 40 FOR #4 BARSAND SMALLER, GRADE 60 FOR
BLOCK #SAND LARGER. PROVIDE 40 BAR DAMETE'R LAP FOR GRADE 40
pp
REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60,
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAYED INA RUNNING BOND
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELL CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE OBP TYPE S MORTAR PROPORTIONED USING UBC FIBLE NO.
21 A 1 PART CEMENT 7012 PART LIME TO 4-12 FARTS DAMP,
LOOSE SAND.
#4 DOWEL @ 40'01C B. GROUT FOR CONCRETE BLOCK TO BE 1 PARTCEMENT TO 3
(36' O/C FOR 18ZONG CMU) PARTS SAND (GROUT MAY CONTAIN 2 FARTS 3B'PEA GRAVEL IF
B+1'.5' WEATHER CONDITIONS ARE 54VORABLEAND BLOCK UNOBSTRUCTED
CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUTFLOW). WATER
I`
J SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT
SEGREGATIONOF THE CONSITUENTS.
CHART 9. BLOCK STEM MAYBE WETSETI-1)2' INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAYBE PLACED TO
�SCKSEE
EITHER EDGE OF THE TRENCH TYPE FOOTING.
0
2
Z7 1 MAX
#4 HORZ CONT.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMFACTED FILL W/THAMINIMUM
COMPACTION OF 90%.
11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE
READYFOR CONCRETEAND ALLREQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACEAND THE BLOCK WALL IS READYTO GROUT.
12.1 MAXIMUM CONTROL JOINT SPACING: 40'01C OR 20'01C IF THE
WALL IS TO BE STUCCO COATED.
U
770 DAYLIGHT
OR�CO
8,.
BLOCK CO..
CONT.
Page 28
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OFESSIOAf14
tico
4�
* Ex,' 12-31-2004
9JS OF CA_1F0
�