13-1286 (BLCK)R.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA; CALIFORNIA 92253
Application Number:
13-000012.86
Property Address:
53607 VIA PALACIO
APN:
772-560-046- - -
- -Application description:-
WALL/FENCE
Property Zoning:. ':
LOW DENSITY RESIDENTIAL
Application valuation:
2500
Applicant: Architect or Engineer:
LICENSED CONTRACTOR'S DECLARATION
'BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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: C29 License No.: 678140
Date:/ Contractorj.,R� J, -
' 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 (5500).:
(_) 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 orimprovement 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.).
I,am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY -"- -- - --
I herebyaffirm 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: l
LQPERMIT
VOICE (760) 777-7012,:
FAX (760) 777-701.1
INSPECTIONS (760) 777-7153.
Date: 10/09/13
Owner:
KAVAYIOTIDIS
53607 VIA PALACIO
LA QUINTA;—CA -92253 -
Contractor: kR RAS MASONRY -INC
16780 CRESCENT GLEN OCT 1,0 2U13
RIVERSIDE, CA 92503
(760)774-0090
Lic. 'No.: 678140 CITY OF LAQUINTA
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.
Ps I (Save 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 INS CO OF WEST Policy Number WSD502042501
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.
Date -/_6__9___)3 Applicant:��,/y..�
C ARNING: FAILURE ECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL'
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS (5100,000). 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 1.80 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 proper or mspec pur oses.
--Gate: !(9-9-13ignatur✓( ppl cant or Agent):
Application Number 13-00001286
Permit . . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit, Fee 47.19 Plan Check Fee
.00
- Issue Date Valuation
2500
Expiration Date 4/07/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL,' FIRST 100 LF
47.19
----------------------------------------------------------------------------
Special Notes and Comments
-
BLOCK WALL - 50 L.F. OF 6 FT. HIGH BLOCK
WING WALLS AND 30 L.F. OF 4 FT. HIGH .
BLOCK WALL (FOR PLANTER), (3) 24 X 24
INCH 4 FT. HIGH COLUMNS PER APPROVED
ATTACHED PLANS AND ORCO BLOCK DETAILS
2010 CLAIFORNIA BUILDING CODES.
Other Fees . . . . BLDG STDS ADMIN (SB1473)•
1.00
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid Credited
Due
---------------------------------------------------------
Permit Fee Total 47.19 .00 .00
47-.19
Plan Check Total .00 .00 .00
.00
Other. Fee Total 61.06 .00 .00
61.06
Grand Total 108.25 .00 .00
108.25
j
- LQPERMIT
Bin#
City of La Qulnta.
Building Br Safety Division '
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
21
Project Address: S — Q
jQ
Owner's Name:
t id- q I, �/ /1 1, ,-
A. P. Number:
Address: 6'0 7 V /-� c ,•
Legal Description:
City, ST, Zip: 4
Contractor:
Telephone:
Address:
Project Description:.
City, ST, Zip:
1
l
Telephone:CYCO
iilC•i i•:4::;::J:;:}<�;' iS1i: i; '!•::i; y�:i'ti
.
State Lic. # :
City Lia #•:
4 -B Y- rl
Arch., Engr., Designer:
P4 P
Address:
t3 Nti a y
S
4t
City., ST,. Zip:
,
Telephone:
State Lic. #:
Name of Contact Person:
:::iiv: ' G::h}h4:ii?ii:: iii:ii:v::;; {•ii:v aM1::ti}�i{.
':::ii1�•is4„;i.ii'1,}•i'fi:iii:it^:•::i�iSi!.i^:<F•jx4.;i.;
;::;:<::;:_; n..:;;
Construction Type: Occupancy:
type(circle one): New Add'n Alter Repair
Sq. Ft.: # Stories: . #Units:
Demo
Telephone #,of Contact Person:
n
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 Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
god 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
ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL HAT CAP
6816, 6616, OR 6618 C7NU
GROUTED ONLY @ VERT
STEEL
DESIGN CRITERIA: PER THE 2010 CSC
1. ALLOWABLE SOIL BEARING PRESSURE = 15W PSF
i 1. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
5.1500 PSI MASONRY COMPRESSION STRENGTH - NO SPC7..
INSPECTION
`v
LEVEL GRADE BOTH SIDES
N #4 HORZ CONT.
'W CONT. FOOTING
I
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
CITY -OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
ffq L� BY ���
NOTES'
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C90. WEDGELOCK
BLOCK SLUMP BLOCKAND SPLnFACE BLOCK AREACCEPTABLE.
% 2. CONCRETE FOR F007ING SHALL BE 1 PART CEMENT TO 2-1/2
PAR7S SAND TO 3-1/1 PARTS GRAVEL WITHA MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACX POR77AND CEMENT SHALL CONFORM
TOAS7M C 150 7YPEII/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL SE DEFORMED AND CONFORM 70
ASTMA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. RESAR SHALL BE CENTERED IN THE CONCROESLOCK CULL IN
WHlpf IT IS LOCATED.
S. CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND
PA77ERN WITH VER77C4L CONTINUITY OF 7HE CELLS UNO.
6. ALL BLOCK CE1L5 CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPE 5 MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/1 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER A57M C 476 TO BE I PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PAR73 3/8"
PEA GRAVEL IF WEA7HER.CONDITIONSARE FAVORABLEAND BLOCK
UNOBSTRUCTED 0771 SIZE IS SUFFICIENT 70 ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED 70 PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTTUENTS
9. BLOCK STEM MAYBE WET -SET 1-1/2"INTO THE F007ING WHILE
THE CONCRETE IS PLAS77C. BLOCK STEM MAY BE PLACED 7O
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10: FO077NG MUST BE POURED ON OR INTO UNDswRBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPAC77ON OF 90%.
11. FIRST INSPEMON TO BE AFTER FOOTING TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERT?CXL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING. 40'0/C 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
1518"MIN. CLEAR CELL
OPBV REQUIRED TO USE
6616 SLUMPED CAM
0
ORCO WIDE CELL SLUMP
QKpFESS10
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* Exa. 12731-2014
s q C I V I \-
iF OF- CAv-\EOE
DATE
Y DROP-IN BAR
a
#6 STD JOINT
REINFORCEMENT @ 24" O/C
Z
(3 PLACES - 4 PLACES FOR 7'
& 8' WALLS). USE #5 STD.
cic
V
FOR SLUMP BLOCK
W
NOTE. • PROVIDE #4 DOWEL &
#4 DROP-IN BAR AT EACH
SIDE OF CONTROL JOIN7S,
ENDS OF WALLS AND @ WALL
HEIGHT CHANGES
O
'
b
x DOWEL @ CENTER OF
CMU.
`v
LEVEL GRADE BOTH SIDES
N #4 HORZ CONT.
'W CONT. FOOTING
I
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
CITY -OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
ffq L� BY ���
NOTES'
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C90. WEDGELOCK
BLOCK SLUMP BLOCKAND SPLnFACE BLOCK AREACCEPTABLE.
% 2. CONCRETE FOR F007ING SHALL BE 1 PART CEMENT TO 2-1/2
PAR7S SAND TO 3-1/1 PARTS GRAVEL WITHA MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACX POR77AND CEMENT SHALL CONFORM
TOAS7M C 150 7YPEII/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL SE DEFORMED AND CONFORM 70
ASTMA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. RESAR SHALL BE CENTERED IN THE CONCROESLOCK CULL IN
WHlpf IT IS LOCATED.
S. CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND
PA77ERN WITH VER77C4L CONTINUITY OF 7HE CELLS UNO.
6. ALL BLOCK CE1L5 CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPE 5 MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/1 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER A57M C 476 TO BE I PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PAR73 3/8"
PEA GRAVEL IF WEA7HER.CONDITIONSARE FAVORABLEAND BLOCK
UNOBSTRUCTED 0771 SIZE IS SUFFICIENT 70 ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED 70 PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTTUENTS
9. BLOCK STEM MAYBE WET -SET 1-1/2"INTO THE F007ING WHILE
THE CONCRETE IS PLAS77C. BLOCK STEM MAY BE PLACED 7O
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10: FO077NG MUST BE POURED ON OR INTO UNDswRBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPAC77ON OF 90%.
11. FIRST INSPEMON TO BE AFTER FOOTING TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERT?CXL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING. 40'0/C 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
1518"MIN. CLEAR CELL
OPBV REQUIRED TO USE
6616 SLUMPED CAM
0
ORCO WIDE CELL SLUMP
QKpFESS10
4L, Al � Al
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~ C31925 V N
* Exa. 12731-2014
s q C I V I \-
iF OF- CAv-\EOE
DATE
8." HIGH ORCO 24'.SQ, PILASTER
U)
co z
0�
v
<o
MIN. FOOTING DEPTH FOR Y TO DAYLIGHT
WALL @ WALL @
SLOPE TTP 1 FT. SETBACK
WALL @
2 FT. SETBACK
2 701 26" 1-0"
FOR 85 & 95 MPH EXPOSURE
W
W
-
z
o
C WIND CONDI TIONS.
AS7MA 615 GRADE 60.' PROVIDE 48 BAR DIAMETER LAP.
F 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CaL IN
K
�.
WHICH 1T IS LOCATED.
�
CITY OF LA QUINTA
W
>
0
}
L
e%cl
m
U)
co z
0�
v
<o
MIN. FOOTING DEPTH FOR Y TO DAYLIGHT
WALL @ WALL @
SLOPE TTP 1 FT. SETBACK
WALL @
2 FT. SETBACK
2 701 26" 1-0"
1=6"
3 TO 1 1,B° 14,
-
NOTES:
1. CDONCRE M BLOOCSK4U CiONFORM 70 ASTM C 90. ORCO STD..
PREQSION, SPLIT FACE SLUMPED, OR WEDGELOCTCBLOOIC'MAYBE
USED
Z CONCRETE FOR FOOIINGSHALL BEI PART CEMLM 70 2-1/2
PARTS SAND 703 -IR PARTS GRAVEL WIIHA MA\7MUM OF 1-1/2
GALLONS OF WATER PER SACK PORTLAND CEMENT SHALL CONFORM
70 A57M C 150 TYPE V. Fc = 2500 PSI
SY]
a
ECAST CAP 3. REINFORCING STEEL. SHALL BE DaURMED AND CONFORM TO
AS7MA 615 GRADE 60.' PROVIDE 48 BAR DIAMETER LAP.
F 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CaL IN
WHICH 1T IS LOCATED.
X24" SO. PILASTER -,SEE
S. CONCRETEBLOCKS/WLLBELAYEDINARUNNINGBOND
DETAIL BELOW
/ PATTERN WITH VER77ca coNTINUlT1'OF THE mus LINO.
6. ALL BLOCKCEl CONTAINING VERTICAL REw SHALL BESOLTD
GROUTED,
7. USE ORP TYPES MORTAR PROPOR77ONED USING ASTM C270. 1
PARTCEMENT 7019 PART LIME 70 4-1/2 PARTS DAMP, LOOSE
(4) IERT DROP-lN BARS
SAND.
® EA. C RNER CELL \
a GROUT FOR CONCRETE BLOCK PER ASTM C476 TO BE 1 PART
CEMENT TO 3 PARIS SAND (GROUT MAY CONTAIN 2 PARTS 318-
#3 7/ES 024" 0/ PEA GRAVEL IF WEATHER CONDITIONSAREFAVORABLEAND'BLOCK
UNOBSTRUC7ED CEL SIZE IS SUITWYENT 70 ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
k WITHOUT SEGREGATION OF 7HE CONSITUEN7S
9. BLOCK STEM MAYBE WET -SET 1-1/2"INTO THEF007ING WHILE
THE CONCRETE' IS PLASTIC BLOCK STEM MAYBE PLACED TO
EITHER EDGE OF THE TRENL7i TYPE FOOTING
10. FOOTING MUST BE POURED ON OR INTO UNDLSTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACRON OF 9095.
11. PIRST INSPECTION 70 BEAFT ER F0077NG 7RENC7/ES'ARE
READY FOR CiONCRETEANDALL REQUIRED 57M IS TIED IN PLACE
v S6aWD INSPECTION 70 BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
DO WENS W/ 24" MIN.
'
EXTENSION 12. MAXIMUM CONTROL JOINT SPACING.• 40'01C OR 20'01C IF THE
EXINTO CMU.
WALLLS 70 BE STLCCO M47M
® EA. CORNER CELLJ 33`
10'
VOID AREA - DO NOT GRO
`
EQUAL EQUAL J
#3 71ES ® 24 0/C
'
-#4 VERT ® EACH CORNER
#4 HORZ ® 8" 0/C E. W 24" SO.
8816 SPLIT..FACE CMU -BLOCK
CELLS TO BE SOLID GROUTED ONLY. .
2'-9" SOUARE
i