04-7699 (BLCK)Twyl�.�Q�ra
BUILDING & SAFETY DEPARTMENT
s
P.O. Box 1504 (760),777-7012
T -495 CALLE TAMPICO FAX (760) 777-7011
SLA Qui. NTA, CALIFORNIA 92253 INSPECTION REQUESTS -(760) 777-7153
A. y�. BUILDING PERMIT
Applicata nqe1-1N_
ber . . . . _-_..04-00007699 Date 12/08/04
Property Address 57295 PENINSULA LN
APN: \� `� 762-150=009 - .Application description . WALL/FENCE
Property Zonin. . LOW DENSITY RESIDENTIAL
Application valuation . . . . 7500
Owner. Contractor
BELLA OCEANA LTD PARTNERSHIP CALIFORNIA POOLS & SPAS
1354 BELLA OCEANA VISTA P.O.. BOX 1280+
..PACIFIC PALISADES CA 90272 COACHELLA CA 92236
(760)'398,-,9222
WCC: STATE FUND
WC: 04600061168 01/01/05
CSLB: 6561.28 10/31/06
CCC: C8 -C27 -C29-053
Permit . . . . WALL/FENCE PERMIT
Additional desc
Permit Fee 99.00 Plan Check Fee .00
Issue Date . . . . Valuation 7500
Qty 'Unit Charge Per' Extension
BASE FEE 45.00
6.00 9.0000 THOU BLDG 2,001-25,000 54.00
----------------------------------------------------------------------------
Special Notes and Comments
10 LF 6' BLOCK WALL CITY•.STND
290 LF 6' BLOCK WALL ORCO STND
Fee summary Charged Paid Credited. Due
Permit Fee Total 99.00 .00 .00 99.00
Plan Check Total .00 ..00 .00 .00
Grand Total 99.00 .00 .00 99.00
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
Application Number:
Applicant:
.Applicant's Mailing Address:
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date:
Architect or Engineer:
.
-_/ 4
Architect or EnyneVePlress:
Lic. No.:
BUILDING PERMIT DECLARATIONS
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am license under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals
Code, and my Licens is i fq force and effect.
License Class No.
Li nse No. (�7(
Date 7✓( —/ lo ci Contractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 Contractors' 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).):
U 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 or 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.).
U I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's'
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.).
U I am exempt under Sec. , BA P.C. for this reason
Date
WORKERS' 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 whit this permit is issued.
_ I have and will mains workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
f is Led d work compensation insurance came �gd Iicy�U bib ace: ` / /
Carrier }2 Policy Number 6V 4 lJ !/ O c ( p 6
I certify that, in the performance of the work for wh bivermit 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 th , if I s Id become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall
/ forthwith comply with those provisions.
ADate ! Applicant
PENSA COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
WARNING: FAILURE TO SECURE WORKIRS' COM
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.
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.).
Lenders Name
Lenders Address
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, indemnity and hold harmless the City of La Ouinta, 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 e I agree to comply with all city and county ordinances and state laws relating to building
construction, an.0 hereby authorize representatives of this county t enter upon bove-mentioned property for inspection purposes.
Date Signature (Applicant or Agent): !�
I
8' HIGH oRco WALL SYSTEM SITE WALL
FOR 70 MPH WIND @ EXPOSURE C
___OPT1ONAL FLAT CAP
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rn
ORC0 6816, 6616,OR 6618
CMU GROUTED ONLY @ VERT
STEEL
NOTE. PROVIDE #5 DOWEL &
#4 DROP-IN BAR AT EACH
SIDE OF CONTROL JOINT
#4 VERT DROP-IN BAR @
32' O/C (36'0/C FOR 18'
LONG CMU)
#6 STD JOINT
REINFORCEMENT @ 24' O/C
(4 PLACES) PER UBC STD.
21-10. USE #5STD. FOR
SLUMP BLOCK
#5 DOWEL @ 16' O/C
(18' O/C FOR 18' LONG CMU)
B+ 2.3'
SEE CHART
2
1 MAX.
DESIGN CRITERIA:
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESS.JRE = 150 PCF
3. CONCRETE/GROUT STRENGTH= 2000 ,'SI @ 28 DAYS.
4. REINFORCING STEEL: GRADE 40 FOR _4 BARS AND SMALLER &
GRADE 60 FOR #5 AND LARGER
5. SE/SMIIC - ZONE 4, 5 KM FROM TYPEA ORB SOURCE.
6.1500 PSI MASONRY COMPRESS/ON STRENGTH.
HALF STRESSES USED -NO SPECIAL INSPECTION READ.
MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT
SLOPE WALL @ WALL @ WALL @
TOP I FT. SETBACK 2 FT. SETBACK
2 TO 1 2=6' 2=0'
3 TO 1
NOTES:
1. CONCRETE BLOCK SHALL CONFORM TO JBC STD. 21-4. ORCO
STD. PRECISION, SPLIT FACE, SLUMPED, OR WEDGELOCKBLOCK
MAYBE USED
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENTTO 2-112
PARTS SAND TO 3-12 HARTS GRAVEL WIT 14K MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE IW. Fc - 2000 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTMA 615 GRADE 40 FOR #4 SARSAND SMALLER, GRADE 60 FOR
#SAND LARGER. PROVIDE 40 BAR D/AMETSR LAP FOR GRADE 40
REBAR AND 48 BAR DIAMETER LAP. FOR GF4DE 60.
4. RESAR SHALL BE CENTERED /N THE COITCRETE BLOCK CELL'IN
WHICH IT /S LOCATED.
5. CONCRETE BLOCK SHALL BE LAYED INA RUNNING BOND
PATTERN WITH VERTICAL CONTINUITY OF ZHE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICA.: REBAR SHALL BE SOLID
GROUTED.
7. USE OBP TYPE S MORTAR PROPORTION=D USING UBC WBLE NO.
21-A. 1 PART CEMENT 70 12 PART LIME T04-12 FARTS DAMP,
LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK.TO BE 1 PARTCEMENT TO 3
PARTS SAND (GROUT MAY CONTAIN 2 PAR 7S 3/8' PEA GRAVEL IF
WEATHER CONDITIONS ARE /A VORABLE A.WD BLOCK UNOBSTRUCTED
CELL SIZE /S SUFFICIENT TO ALLOW GOOD GROUTFL0W). WATER
SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WITHOUT
SEGREGATION OF THE CONSITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-12' INTO THE FOOTING WHILE
THE CONCRETE /S PLASTIC. BLOCK STEM r1AY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTNG.
10. FOOTING MUST BE POURED ON OR /NT.7 UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WMHA MINIMUM
COMPACTION OF 90%.
11. FIRST INSPECTION TO BEAFTER FOOTwG TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED /N PLACE.
SECOND INSPEC77ON TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACEAND THE BLOCK WALL IS READYTOGROUT.
12. MAXIMUM CONTROL JOINT SPACING: 4C O/C OR 20'01C. IF
THE WALL IS TO BE STUCCO COATED.
9 OFESSIO All
S. M ti
#4 HORZ. CONT. y
AM m
ORCOC31925
5' TO DAYLIGHT BLOCK CO. - ,t 12-312004
�,I, I sr y 1 V 1
8 Page 17 �rS 5F CA%-%fo
CONT. II
CITY OF
LA QMTA
BUILDING AND SAFETY DEPARTMENT
GARDEN WALL STANDARD
6" C.M.U.
fm= 1350psi. Fy= 40000psi
/4 O 24' Vert O CL
y4 O 32" Horiz
m
o
.
6 1/4-
a
ALTERNATE
3" CLEAR
T
BENDS
y4 HORIZ. AS SHOWN
6"
6" C.M.U.
i'm= 1350psi. Fy= 40000psi
#4 O 24" Vert O CL
�
d4 O 32" Horiz
-
- ...
cc
I I
<} ' GARDEN WALL
kn
-77 Scale: 3/8"
6' C.M.U.
t'm- •1350 si, , F 40000 sl
P Y= D
3".CLEAR
�•r.
/4 O 24" Vert O CL
/4 O 32" Horiz
#4 HORIZ. AS SHOWN 1 -7-
- �I
Co
- 3'
10-11/16-
OPTIONAL
30"LAP
S GARDEN WALL
/-
Scale: 3/8' _ 1'-0"
!
ALTERNATE
3" CLEAR T
NDS
c
#'4 HORIZ. AS SHOWN :t
2 –O"
6• C.M.U.
1'm6 135OPsi, Fy= 40000psl
p4 ® 24• Vert O CL
y4 ® 32• Horiz
S / GARDEN WALL
I
.o
.
.. . Scale: 3/8" a 1'–O"
OPTIONAL
.
r
6" C.M.U.
30•LAP
rm- 1350psi. Fy= 40000psi
p4 O 24" Vert O CL
3' CLEAR
t p4 O 32" Horiz
`
iI
04 HORIZ. AS SHOWN •110 T
r
Go
r
io
10-11/16"
OPTIONAL
30 -LAP
/
GARDEN WALL
I
—
ALTERNATE
Scale: 3/8' a t'-0-
3" CLEAR' T�
14 HORIZ. AS SHOWN. I
,•
B NDS
- 3'
s