14-0198 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
14-00000198
Property Address:
53483 VIA STRADA
APN:
777-200-003-251 -29894
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
14500
Tjj�v "
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
lr",t4� Pi //,�-
------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury t . t I am licensed under provisions of Cha ter 9 (commencing with
Section 7000) of Division 3 of the Busi ss and Professionals Code, and my Li n e is in full force and effect.
License I s: C29 License No.: 966 ¢7
Dat ` Z� l (Contractor.
OWN R -BUILDER DECLARATION
I hereby affirm under penalty of perjury that 1 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.).
(_) 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 _ 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:
LQPERM IT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/26/
Owner: r Q
FINEGAN, ROBERT & JULIE
636 MELROSE ST.
ANAHEIM, CA 92805 III I FEB 2 c 20%
LA
Contractor:
L M MASONRY
74074 ASTER
PALM DESERT, CA 92260
(760)413-4030
Lic. No.: 966567
-----------------------------------------------
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 performa a of the work for which this permit is issued, I shall not employ any
person in any manner so s o become subject to the workers' com nsation laws of California,
and agree that, if I sho d come subject to the workers' comp ation provisions of Section
3700 of the Labor shall forthwith comply with those pr isions.
Date// I(Applica
WARNING: FAILURE TO SECU WORKERS' COM NSATION 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 suc mit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that t abo a information is correct. I agree to . ply with all
city and county ordinances and state laws relating to b Idin construction, and hereby authorizer presentatives
`of this cou o enter upon the above-mentioned pro a or inspection purposes.
Date:2� Signature or Agent)
Application Number . . . . . 14-00000198
Permit WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee . . . . 75.79 Plan Check Fee
00
Issue Date . . . . Valuation
14500
Expiration Date . . 8/25/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
2.00 14.3000 EA MISC WALL, ADDL 50 LF
28.60
------------------------------------7---------------------------------------
Special Notes and Comments
BLOCK WALL - 200LF OF 6' GARDEN WALL &
(5) 16IN. SQ. PILASTERS, EAST AND SOUTH
PROPERTY LINES, AND 17LF PER APPROVED
ATTACHED PLAN AND ORCO BLOCK DETAIL,
(WITHIN PROPERTY LINES). PRECISION
CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE
VISIBLE FROM OUTSIDE THE PROPERTY.. 2013
CALIFORNIA BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid Credited
------------------------------
Due
---------------------------
Permit Fee Total 75.79 .00 .00
75.79
Plan Check Total .00 .00 .00
.00
Other Fee Total 61.06 .00 .00
61.06
Grand Total 136.85 .00 .00
136.85
LQPERMIT
Bin #
City of La Q uin to
Building w Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet
Permit #
I.1.1
Project Address: 3_
L f
4 if
Owner's Name:
A. P. Number:
Address: 57 5
Legal Description:
City, ST, Zip: L;.q, s GYM
Contractor:Tele
/f!
phone:
<F»#'`>"<`•.'` >>><%>;
.::.>.:.:,.,.. ...:,:;;>;•::.: ::.;:
Address: --0
Project Description:
City, ST, Zip: 1960111 D 5;5IL ,Cq— IC /51 .
Telephone:
O
,«
.................................................
L -C> i— I,,- w
State Lic. # : � �'
City Lic. #.../ Q 6(
U.Q � Y�J .L •
Arch., Engr., Designer:
U I L u S
Address:
l t S
City., ST, Zip:
Telephone:X,
MR
<
Construction Type: Occupancy:
YP P Y
State Lic.
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person:K
�,� f�
Sq. Ft.:
# ories:
# Units:
Telephone #,of Contact Person.
—3 — b
Estimated Value of PrcjAr
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 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2'd 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
N
ti
ORCO STANDARD 6' TO 8' CMU SITE WALLS
'W' CONT. FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
12. MAXIMUM CONTROL JOINT SPACING. 40'0/C 20'01C FOR
WALLS 70 BE MORTAR WASHED OR SnCCO COATED.
2 518' MIN. CLEAR LEL
OPBV REQUIRED TO USE
6616 SLUMPED CMU.
CIRCO, WIDE CELL SLUMP
QROFESSLO
Q�o�y A/ui
~ C31925(n 70
EXP. 12-31-2014
J` CIV 1 -
TF OF CAI%FO�
OPTIONAL FLAT C4P
DESIGN CRITERIA: PER THE 2010 LSC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF
3. GROUT STRENGTH = 2000 PSI @ 18 DAYS.
4. REINFORCING STEEL : GRADE 60.
5. 1500 PSI MASONRY COMPRESSION STRENGTH - NO SPICE.
INSPEC77ON
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
NOTES.*
STEEL
1. CONCRETE BLOCK SHALL CONFORM 70 ASTM C 90. WEDGELOCTC
BLOCK SLUMP BLOCKANDSPLI7FACEBLOCKAREACCEPTABLE.
1^ DROP-IN BAR
I
2. CONCRETE FOR F007ING SHALL BE 1 PART CEMENT TO 2-1/2
PAR75S4ND 70 3-1/1 PARTS GRAVEL W THA MAXIMUM OF 1-1/2
H
GALLONS OF WATER PER SACTC PORTLAND CE NENT SHALL CONFORM
#6 STD JOINT
TO ASTM C 150 TYPELVV. Fc = 2500 PSI
REINFORCEMENT @ 14" O/C
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7'
AS7MA 615 GRADE 60. PROVIDE 48 B4R DIAMETER LAP.
& W WA[LS). USE #5 STD.
FOR SLUMP BLOCK
4. REB4R SHAM BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH ITS LOCATED.
NOTE. • PROVIDE #4 DOWEL &
5. CONCRETE BLOLKSHALL BE LAYED INA RUNNING BOND
PA7TERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
#4 DRO"N B4RAT EACH
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @ WALL
6. ALL BLOOCCEIS CONTAINING VERTICAL RE34R SHALL BE SOLID
HL7GHTCHANGES
GROUTED.
Z USE TYPES MORTAR PROPORTIONED USING AWN C270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PAR 7S SAND (GROUT MAY CONTAIN 2 PAR 73 3/8"
7C' DOWEL @ CENTER OF
PEA GRAVEL IF WEA7HER CONDMONS ARE FAVORABLE AND BLOCK
CMU.
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGRC-GA7TON OF THE CONSITUENTS
JEUAL
EQUAL
9. BLOCKSTEM MAYBE WE7SE71-1/1'INTO THE FOOTING WHILE
LEVEL GRADE BOTH SIDES
THE CONCRETEIS PLASTIC BLCKK STEMMAYBEPLACEDTO
EITHER EDGE OF THE TRE9NC4 TYPE FOOTING10.FO077NGMUSTBEADUREDONORINTOUNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
COMPACTION OF 90%.
#4 HORZ LOONT.
11. PIRST INSPECTION 70 BEAFTER FOOTING TRENCHESARE
READYFOR CONGRETEAND ALL REQUIRED STEEL IS TIED IN PLACE
SECOND INSPECTION 70 BE WHEN THE REQUIRED VERTICAL IS IN
PLACEAND 7HEBLOCK WALL IS READY 70 GROUT.
'W' CONT. FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
12. MAXIMUM CONTROL JOINT SPACING. 40'0/C 20'01C FOR
WALLS 70 BE MORTAR WASHED OR SnCCO COATED.
2 518' MIN. CLEAR LEL
OPBV REQUIRED TO USE
6616 SLUMPED CMU.
CIRCO, WIDE CELL SLUMP
QROFESSLO
Q�o�y A/ui
~ C31925(n 70
EXP. 12-31-2014
J` CIV 1 -
TF OF CAI%FO�
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
rWr
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
FOOTING
WIDTH
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
U U
6'-0"
1'-9"
48' 0/C FOR 6'
48' 0/C FOR 6'
w
SLUMP BLOCK. 8„ — 8„
—
SLUMP BLOCK.
co CL
Lu
#4 @ 48" O/C 33"
#4 @ 48" 0/C
6'-8"
11-11"
40' 0/C FOR 6'
40' 0/C FOR 6'
Q
Z W
SLUMP BLOCK. 1011— I O"
—L
SLUMP BLOCK.
> W
>_
N
#4 @ 40" 0/C 33"
#4 @ " 0/C
%'-4"
-
'32' 0/C FOR 6'
32' 0/C FOR 6'
c
L �
SLUMP BLOCK. I0" -- 10"
BLOCK.
co
#4 @ 32"0/C — 33"
#4 @ 32" 0/C
8'-0"
2'-4"
24' 0/C FOR 6'
24' 0/C FOR 6'
SLUMP BLOCK. I2" -- I2"
SLUMP BLOCK.
NOTE: FOR 18" LONG BLOCK USE 9"INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE:
48" O/C SPAQNG FOR 16" LONG BLOCK REVERTS TO 45"01C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36- O/C FOR 18" BLOCK - ET
1® E10f SIDE OF
VT W/ 04 DROP-IN 84R
K4Ui
fOR SIDEYARD RETURN WALLS WHER]EF41alf ORAINAGFSWAIE O(xl/RES,. A J/2 &
M4YLL}T OL/T SWADE iJlADE PRO
04 DOWEL AND 04 DROP-IN B4R ON
SIDE OF THE 1/2 BD=DRAIN -AS
SHOWN.
u
I CITY OF LA QUINTA
moor wut R7a7#Vfi c
M CUM&
NAaU MW.. O TWASAt[ UM-
gEDYmEXI@L IMMOMWff"r
a6WAMSM
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p
p O 2
.'v0 '•v� v � t
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O •p p.0 p .' P.
J• MIOIL a1r/.OGDIlp1•NlOYIDEW
AmL uv.vo w+waw r acu nmv
as
e"nauv at
re
awcimrni
FOOTING STEP DETAIL
z DH
y�I��
z
� _ _ m
s Dn M
C31925
*
Exp. 12-31-2014
s ql c I V I
F
0F CA��EO
6'-8" to 8 ` 8'. HIGH ORCO 16" SQ, PILASTER
FOR 85 MPH EXPOSURE C WIND
DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
Z ALLOWABLE LATERAL PASSIVE PRESSURE= 150 PCF
3. GROUr STRENGTH = 20010 PSI @ 28 DAYS
4. REINFORCING 5/E3 : GRADE 60.
S SEISMIC -70% ONESEC ACCELER47TON.
6.1500 PST MASONRY COMPRESSION STRENGTH.
OPTIONAL CAP
16816 0f 16616 PILASTER
CMU - OLID GROUTED.
SEE DIAGRAM BELOW
(2) #4 VERJ DROP-IN
(2) #4 DOI CLS W/ 24" Ml
EXTENSION INTO CMU.
�J A
EQUAL
2
e
0
v F0077NG WIDTH 'W
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
rw rlu
FOR CONSTRUCTION
DATE Z 6 BY
NOTES:
1. CONCRETE BLOCK SHALL CONFORM TO A57M C 90. OROO SID.
PRECISION, SPUTFACF SLUMPED, OR WEDGEZOCXBLOCKAIAYBE
USED
2. CONCRETE FOR F0077NG SHALL BE I PART CEMENT TO 2-112
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACX PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE Y A7 = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DJAMETER EAP.
4. RESAR SHALL BECHVTERED IN THE CONCRETE BLOCK CELL JN
WHICH JT IS LOGI7ED.
5. CONCRETE BLOCK SHALL BE LAYED IN A RUNNING BOND
PATTERN WITH V0 7TCAL LIONTTNUrTY OF THE CELLS UNO.
6 ALL BLOCK CEL CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE OBP TYPE S MORTAR PROPOR77ONED USING A57M C 170. 1
PART CEMENT TO 1/1 PART LIME TO 4.1/1 PARIS LAMP, LOOSE
SAND.
8. GROUT FOR CONCRE7E BLOCK PLR ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 1 PARIS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CHL SLZE IS SUFFICIENT TO ALLOW GOOD GROUT
PLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSITUENM
A BLOCK STE 4 MAY BE WET -SET 1-1/2" INTO THE F0077NG WHILE
THE CONCRETE JS PLAS77C BLOCK STEM MAY BE PLACED 70
EnHER EDGE OF THE TRENCH TYPE FOOTING.
CLR. 10. FOOTING MUST BE POURE) ON OR INTO UNDI57URBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90%.
11. FIRST INSPECTION 70 BEAF7E2 F0077NG TRENCHES ARE
READY FOR CONCRE7EAND ALL REQUIRED STEEL IS TIED JN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRE) VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE &TVINSION/CtOMMOL JOINT ON EACH SIDE OF
PILASTER WHERE INTERSECTING BLOCK WALLS occu .
16816 ,PILASTER
CMU - SOLID GROUTED
_I
r
1
14 HORZ 'W' 6" LONG
0 12" O/C EACH WAY
SO. FOOTING WIDTH 'W
6'-8"
r-4"
8'-8"
2'-0"
2'-J"
2'-9"
(2) #4 VER77CAL - AS
SHOWN
� ~ CJ1a1.i N a
* ELS. 12-J1-1014
Sr7r
C/
F of