RPL (13-1398)57158 Medinah
13-1398
P.O. BOX 1504 S` . VO CE (760) 777-7012
FAX (760) 777-7011
78-495 CALLE TAMPICO
LA QUINTA; CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760)1777-7153
BUILDING PERMIT
Date: 12/10/13
Application Number: 13-00001398 Owner:
Property Address; 57158 MEDINAH JIM MARCHIO
APN: 762-110-020- - 57158 MEDINAH
Application description: POOL - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning: LOW DENSITY RESIDENTIAL (760)39'9-9600
Application valuation: 43270 1
Contractor: ' `I 0 2013
Applicant: Architect or Engineer: DESERT OUTDOORS INC of: LA Out 78065 MAIN ST STE #205 I !av
LA QUINTA, CA 92253 ,,FINAI14CEP FT.
(760)399-9600
Lic. No.: 964474
------------------
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 Code, and my License is in full force and effect.
License Class: C27-053 License No.: 964474
✓' ff
Date: l I Contractor: r
O R -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 ($5001.:
(_) 1, 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.).
( ) 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
WORKER'S COMPENSATION DECLARATION
hereby affirm under penalty of perjury one of the following declarations: -
_ 1 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
Ihissued.
ave 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 AMTRUST INS CO Policy Number WWC3072369
I certifythat, 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
//
3100 of the .abor Coded sl 11 forthwith. comply with,those:provisions.
Daf e N/ 10 (3 Applicant:
WARNING: FAILURE TO SECURE WORKERS' CO ATION 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
s 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 pursuantto 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 y uln ty to enter upon he above-mentioned property for in pact n purposes. -
Date„/F,v (0 (Signature (Applicant or Agent):
Application Number . . 13-00001398
Permit . . . ELECTRICAL 2013
Additional desc .
Permit Fee 23.83 Plan Check Fee
.00
Issue Date .:. Valuation
0
Expiration Date 6/08/14
Qty Unit Charge Per
Extension
1.00 23.8300 LS ELEC DEVICES, FIRST 20
23.83
Permit POOL 2013
Additional desc .
Permit Fee 178.75 Plan.Check Fee
.00
Issue Date . . . . Valuation
0
Expiration Date : 6/08/14
Qty Unit Charge Per
Extension
1.00 178.7500 EA MISC POOL/SPA
178.75
Permit ;PLUMBING 2013
Additional desc
Permit Fee 11.92 Plan Check Fee',.
00
Issue. Date _ Valuation
0
Expiration. Date 6/08/14"
Qty Unit Charge Per
Extension
1.00 11.9200 LS PLBG GAS SYS, 1-4.OUTLETS
11.92
Permit WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee 47.19 Plan .check Fee
.00
Issue Date' Valuation . . .
43270
Expiration Date 6/08/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL,. FIRST 100 LF
47.19
Special Notes and Comments
POOL, SPA, FIRE PIT, AND BBQ WITH 13LF
OF 4 FOOT HIGH EQUIPMENT WALL [75 L.F.
OF1 1/2 INCH GAS PIPING]•. EQUIPMENT
SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER SPECIFICATIONS. ALARMS AND
BARRIERS REQUIRED TO BE INSTALLED AT
PRE -PLASTER INSPECTION. 2010 CALIFORNIA
LQPERMIT
Application Number
. . . . .
13'-00001398
-- ---------- - - - - - -
Special Notes and
Comments
BUILDING CODE.
-------------------_----
Other Fees . . .
------------
. . . .
----------------- - - - - --
BLDG STDS ADMIN (SB1473)
_
1.00
PLAN CHECK,
ELECTRICAL
23:83
PLAN CHECK,
POOL.,
97.24
PLAN CHECK,
'PLUMBING.23.83
Fee summary
Charged
Paid
----------
Credited
----------
Due
-----------------
Permit Fee Total
----------
261.69
.00
.00
261.69
✓ Plan Check Total
.00
.00
.00
.00
Other- Fee Total-
145.90
.00
.00
145.90 ..
Grand Total
407.59
.00
.00.
407.59
LQPERMIT -
Bin #
City of La Quinta
Building & Safety Division
P.O. Box 1504,78495 Calle Tampico
La.Quinta, CA 92233 - (760) 777-7012
Building Permit APPllcation and Tracking Sheet
Permit #
Mo
ProjectAddress:s
lS
Owner's Name: Jim M f,C44 K '
A. P. Number.
Address: s—)
Legal Description:
Contactor:"T
City, ST, Zip: 1 1_3 r T CIA
s>. '
Telephone• • ' DD
Project Description:
Address: l S0(D5
ems-
City, ST, Zip: L
_Vtryk
CIA -
a-1... A
Telephone: . 3
4cQ1
VM
• City Lia #.:
State Lie. # :
Ll1
Arch, Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lie. #:
z
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft: # Stories: # Units:
Name of Contact Person:
Telephone # of Contact Person: 7
7 9 5,,,,• 7 7j5
Estimated Value of Project: 2 74
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
~ TRACMG PERMIT FEES
Plan Sets
Plan Cheek submitted Item Amount
Structural Cates.
Reviewed, ready for corrections Plan Check Deposit
Truss Cates.
Called Contact Person Pian Check Balance
Title 24 Cates.
Plans picked up Construction
Flood plain plan
Plans resubmitted Mechanical
Grading plan
Z" Review, ready for correction
Electrical
Subcoatattor List
Called Contact Person Plumbing
Grant Deed
Plans picked up S.M.I.
H-O.A. Approval
Plans resubmitted Grading
1N HOUSE:-
'^' Review, ready for correetions,4me Developer Impact Fee
Planning Approval
Called Contact Person A.LP.P.
Pub. Wks. Appr
Date of permit issue
School Fees
to
rmit Fees
su=71379 Wk
APPROVE®
FOR CONSTRUCTION
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III—III—I TILE MATERIAL sELECT1oNs: a®w22
POOL FOR ' ' m"
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—1I1=1II
PEBBLE/ CONSTRUCTION P=G RRAM °°"
PLASTLASTER
PL E
CLC
STD. PAVER COPING DETAIL SITE PLAN 1
MEDINAH .6T..®L PER PLAN
4 SCNEIi.TS. % SCALE fb'=1'-0' 1 OF 1
ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL RAT GAP DESIGN 0U7FRIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
5. 1500 PSI MASONRYCOMPRESSION STRENGTH - NO SPC1.
INSPECTION
6816, 6616, OR 6618 a4u
GROUTED ONLY @ VERT'NOTES.•
STEEL ,
ti132
`W. CONT. FOOTING
LEVEL GRADE BOTH SIDES
#4 HORZ CONT.
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
9. BLOCTCSTE M MAYBE WET -SET 1-1/2' INTO THE F0077NG WHILE
THE CONCRETE IS PLASTIC BLOCKSTEM MAYBE PLACED TO
EITHER EDGE OF THE TRENCH TYPE F0077NG. s
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
COMPACTION OF 90%.
11. FIRSTINSPECTION TO BEAFIER FOOTING TRENCHES ARE
READY FOR CONCRE7EAND ALL REQUIRED STEEL IS 77ED M PLACE
SECOND INSPC4WON TO BE WHEN THE REQUIRED VERTICAL LS 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 snAXO COATED.
2518'MIN. a,61RC11L
ON N REQUMM TO LSE
6616 SLUMPED CMU.
0
ORCO WIDE CELL SLUMP
QRpFESS10
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rn
~ C31925 N
k Exp. 12-31-2014
S 4 r C i v
OF CAL\FO
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. WEDGELOCK
BLOCT4 SLUMP BLOCKAND SPLITFACEBLOCKAREACYEPTABLF
1^ DROP-IN BAR 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 1-1/2
W
PAR75 SAND TO 3-1/2 PAR75 GRAVEL WRHA MAXIMUM OF 1-1/2
Ch
GALLONS OF WATER PER SACTC PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE HIV. Fc = 2500 PSI
7—
7REINFORCEMENT
#6 SID JOINT
@ 24"01C, 3. REINFORCING STEEL SHALL BE DEFORMED AND
2
CONFORM TO
(3 PLACES - 4 PLACES FOR 7' 'ASTMA 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
& 8' WALLS). USE #5 57D.' t
e
FOR SLUMP BLOCK 4. REE14R SHALL' BE CENTERED IN THE CONCRETE BLOCK CELL IN
U
WHICH IT IS LOCA7ED.
W
5. CONCRETE BLOCKSHAL.L BE LAYED INA RUNNING BOND
NOTE., PROVIDE #4 DOWEL &
PATTERS y MM yERnCAL CON7INUITY OF THE CELLS UNO.
44 DROP-IN BAR AT EACH
SIDE OFOL JOINTS,
ENDS OF WALLS AND @WALL 6. ALL BLOCK CF/ / S CONTAINING VERTICAL REBAR SHALL BE SOLID
WALL
HEIGHT CHANGES GROUTED.
cp
Z USE TYPES MORTAR PROPORTIONED USING ASTM C270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. .
b
B. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
x' DOWEL @ CENTER OF PEA GRAVEL IF WEATHER CtONDITIONSARE FAVORABLEAND BLOCK
CT4U UNOB57RUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
ROW). WATER SHALL BEADDED 70 PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGA770N OF THE CONSITUEN73
ti132
`W. CONT. FOOTING
LEVEL GRADE BOTH SIDES
#4 HORZ CONT.
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
9. BLOCTCSTE M MAYBE WET -SET 1-1/2' INTO THE F0077NG WHILE
THE CONCRETE IS PLASTIC BLOCKSTEM MAYBE PLACED TO
EITHER EDGE OF THE TRENCH TYPE F0077NG. s
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
COMPACTION OF 90%.
11. FIRSTINSPECTION TO BEAFIER FOOTING TRENCHES ARE
READY FOR CONCRE7EAND ALL REQUIRED STEEL IS 77ED M PLACE
SECOND INSPC4WON TO BE WHEN THE REQUIRED VERTICAL LS 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 snAXO COATED.
2518'MIN. a,61RC11L
ON N REQUMM TO LSE
6616 SLUMPED CMU.
0
ORCO WIDE CELL SLUMP
QRpFESS10
O A,- Fy
rn
~ C31925 N
k Exp. 12-31-2014
S 4 r C i v
OF CAL\FO
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
1W,
DESIGN
WALL
SPREAD
'X'
SPEED
FOOTING
DOWEL
'Y' BAR
HEIGHT
WIDTH
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
V V
6'-0"
I'-9"
48' 0/C FOR 6•
48' 0/C FOR 6'
w8"
BLOCK. 8„ — 8„
—
SLUMP BLOCK.
N LL
W
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
6'-8"
I' -II"
40' 0/C FOR 6'L
40' 0/C FOR 6'
Q
- W
SLUMP BLOCK.
I0" -- I0" .
SLUMP BLOCK.
W
= N
#4 @ 40" 0/C 33"
#4 @ " 0/C
7'-4"
-
32' 0/C FOR 6'
32' 0/C FOR 6'
N
SLUMP BLOCK. I O" -- I O"
BLOCK.
#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 IXAMPLE•
48" 0/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" 0/C FOR
18" LONG BLOCX 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK - E7
04 DOWEL @ E4CN SIDE OF
&000-0UI W1 #4 DROP-IN MR
I8w &ax -AUT
I I
I- I- COW.. ROOTING
El
OR SlDEYARD RE7I/RN UAS
ORABVAGEOCL'7lEl11 0UI S WALE GR04 DOWN. AND 04 DROP-INWDEOF7HE7 MDO(ORA
SHOWN.
CITY OF L4 QUINTA
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FOOTING STEP DETAIL
VROFE ON
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