RPL (13-0386)60755 Living Stone Dr
13-0386
.. Date: 4/01/13
.-"Application Number: 13-00000386
Owner:
Property Address: 60755 LIVING STONE DR
RUSSOMANNO DIANE
APN: 764-430-015- - -
60755 LIVING STONE DR
Application description: POOL - RESIDENTIAL
LA QUINTA, " CA 92253
Property Zoning: MEDIUM HIGH DENSITY "RES
Application valuation: 19164, - -
/?
Nil. i `� 2073
Contractor:
Applicant: Architect or Engineer-
VAZQUEZ POOL PLASTERING PRTNRS.
73495 BURR OAK 1 CIT'YQ (,AQUINT•A
THOUSAND PALMS, CA 9221. FINANCEDEEPT.
(760)799-1261
Lic: Noo..:: 9609.75
--------------------------------------------
- LICENSED CONTRACTOR'S DECLARATION -
- WORKER'S COMPENSATION DECLARATION
- I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 91commencing with,
I hereby ' ' m under penalty of perjury one of the following declarations: - -
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
- I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License No.: 960975
License Class: _C53960975
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
et�A `� - �.�Contract_r:,o42.�
issued..
1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor _
,Dale:"
/ ! -
Code, for the performance of the work for which this permit is issued. My workers' compensation
OWNER -BUILDER DECLARATION -
insurance carrier and policy number are:,
hereby affirm under -penalty of perjury that I am exempt from the Contractor's State License Law for'the
Carrier 'STATE FUND Policy Number IMP081412
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
v I certify that, in the performance of the. work for which this permit is issued, I shall not employ any "
construct, alter, improve, demolish, or repair any struc•ture,prior to its issuance, also requires the applicant for the
person in any manner so as to become subject to the workers' compensation laws of California, -
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State -
and agree that, if I should become subject to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
- 3700 of the. Labor Code, 1 shall fffQrthwith comply with those provisions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
'L ,)
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:.
Date: .Applicant: �\Y
(_ 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
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon;
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND "
and who does the work himself or herself through his or her own employees, provided that the _ ,
DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN - -
improvements are not intended or offered for sale. If, however, the building or improvement is sold within -
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. -
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.l. -
APPLICANT ACKNOWLEDGEMENT -
( 11, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code:. The Contractors' State License Law does not apply to an owner of
conditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed,
1. Each person upon'whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.):
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
( - 1 I am exempt under Sec. , B•.&P.C. for this reason
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 thework being
performed under or following issuance of this permit.
Date: Owner:
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
" CONSTRUCTION LENDING AGENCY
permit to cancellation.
- I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
I certify that I have read this application and state that the above information is correct. I agree to comply with all
- work for which this permit is issued (Sec. 3097, Civ. C.).
city and countyordinances and state laws relating to building construction, and hereby authorize representatives
- -
of this county to enter upon the above= mentioned property for ins ection purposes.
Lender's.Name:
- -
,
Date: Ll / 1 1 Signature (Applicant or Agentl:
Lender's Address: _-
T�'7
LQPERMIT "
- Application Number .
. . . . 13-00000386.
Permit . . .
BLDG POOL PERMIT
Additional desc .
_ Permit Fee .. . . .
207.00 Plan Check Fee
134.55
Issue Date . .
Valuation
19.500
Expiration Date..
9/28/13
Qty Unit Charge
Per
Extension
BASE FEE
45.00
18.00 9.0000
THOU BLDG 2,001-25,000
162.00
Permit . . .
PLUMBING
Additional desc .
Permit Fee . . . .
27.00 Plan•Check Fee
6.75
Issue Date.
Valuation
0
Expiration Date
9/28/13
Qty Unit Charge
Per
Extension
BASE FEE
15.00
1.00 6.0000
EA PLB FIXTURE
6.00
1:00- 3:0000
EA PLB WATER INST/ALT/REP
3.00
1.00 3.0000
EA PLB GAS PIPE 1-4 OUTLETS;
3.00
Permit WALL/FENCE PERMIT
Additional desc .
Permit Fee . .
15.00 Plan Check Fee
.00
Issue Date . .
Valuation
336
Expiration Date
9/28/13
Qty Unit Charge
Per
Extension
BASE FEE
15.00
-------------------
Special Notes and Comments
POOL - INSTALL NEW 17
FT. X 9 FT. POOL
ONLY IN REAR YARD OF
PROPERTY (SPA DEMO
DONE UNDER SEPERATE PERMIT #13-281) AND
21 L.F. OF 4 FT. HIGH
BLOCK SCREEN WALL
ON TOP OF EXISTING FOOTING (INSPECT
EXISTING FOOTING) FOR
POOL EQUIPMENT.
2010 CALIFORNIA BUILDING
CODES.-
ODES.--------------------------------------------------------------
---------------------------------
Other Fees . . .
7 ---------------------- ------
. . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid Credited
---------- ---
Due
-----------------
Permit Fee Total
249.00 .00 .00
249.00
LQPE"1IT
LQPERMIT
ORCO STANDARD 6.' TO 8' CMU SITE WALLS - .:`:`4. ,I "
OPTIONAL HAT CAP DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE 901L SEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE a 150 PCF
3. GROUT STRENGTH - 2000 PSI @ 28 DAYS.
4. REINFORCING STEN : GRADE 60.
S. 1500 PSI #94.SONRY COMPRESSION STRENGTH. .
6816, 6616, OR 6618 CMU ' +
GROUTED ONLY @ VERT NOTES . 1
STEEL I• i
1. CONCRETE BLOCX SHALL CONFORM TO ASTM C 90.
Z CONCRETE FOR FOOTLNG S H4LL BE 1 PART CEMENT TO 2-1/2
'Y' DROP-IN LIARPARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF I -1/2
'GALLONS OF WATER PER SICK PORTLAND CEMENT SHALL CONFORM
QTO ASTM C 150 TYPE II/Y Fc - 2500 P57
06 STD JOINT I RETNORCING STEEL SHALL BE DEFORMED AND CONFORM TO
REINFORCEMENT @ 24OX ASTMA 61S GRADE PL60. PROVIDE 48 B4R DIAMETER LAP. T
(3 PLACES - 4 ACES FOR 7) I
a 8' WALLS). GCSE OS STD. 4. REBAR SHALL BE CENTERED IN THE COATCRETE BLOCX CELL IN
FOR SLUMP BLOCK WHICH IT IS LOCATED.
W
'S. CONCRETE BLOCK SHALL BE IAYED IN A RUNNING BOND
47 PATTERN WITH VERTICAL CWTNU17Y OF THE CELS UNO.
U) NOTE: PROVIDE 04 DOWEL S
t4 0ROP-IN B4R AT EACH 6. ALL BLOCK CELLS CONTAINING VER77CAL RE94R SHALL BE SOLID
SIDE OF CONTROL JG NT!� GROUTED.
83 OF WALLS AAD 0 WALL
4hE7GHT0i4NGfS.7. USE TYPE S MORTAR PROPORTIONED U57NG ASTM C 270 PART
O
CEMENT TO 412 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. f r
4 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
b PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
X DOWEL CENTER OF - 0VO6 TRXTW CELL SIZE IS SU FFIC7 VT TO ALLOW GOOD GROUT
CMU. FLOW). WATER SHALL BEADDED TO PROOUCFGOOD GROUT FLOW
WITHOUT SEGZEG4AON OF THE GTM517UENTS.
oo
9. M.=STEN MAY BE WET -StT 1-1/
2' INTO THE F0077AG WHILE
THE COAXXETE IS PLASTIC: BLOCK STEM MAY BE PLACED TO
LEVEL GRADE BOTH SIDES EITHER EDGE OF THE TR&WN TYPE FOOTING.
Q
o !Or Foo77NG MGKT BE POURED ON OR INTO LINDISTIARBED
! r— ILI I
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90 %. , ti
04 HORZ Ci
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
'W l
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
FOOTING
WIDTH
#4 @ 40" O/C 33"
#4 @ 40" 0/C
U V
6'-0"
1'-9"
36. OIC - I6' CMU
36' 01C - to, CMU
w
8"
N cl�
W
#4 @ 40" O/C 33"
#4 @ 40' 0/C
Q Q
6'-8"
11'10"
36' OIC - 16, CMU
36' OIC - Ill- CMU
Z W
9" --L 9"
�? W
= N
#4 @ 32" O/C 33"
#4 @ 32" 0/C
X:
7'-4'
2'-0'
27.O/C - Ifi' CMU
27' 01C - Ir CMU
cn
10' -- 10'
U
00
#4 @ 24" 0/C— 33"
#4 @ 24" 0/C
8'-0'
2''3"
Ifi' 01C - IB' CMU
L
36' 0/C - Ifi' CM!
--
10" 10"
04 DONE ® EAdf SDE Of
61OLK-067 W/ 04 DROP -DY BIR
CUNT. FOO MG
� t
FFOR 57DEYARD RE/LbTAf WAILS NtBLE
DRA//1WGESlYAIE OOAA'ZE{ A J/2 BLM
rL F 01?®SY EGRADE: FROVT�
04 DOWEL AND $4 DROP-IN BAR ON E4O4
SIDE OF THE L/2 BLOCIr MAIN - AS
SHOWN.
•0O 11'tl gml"O�aK
19 (FfKi
N MRi 011'l • fCI.H�
wlw=lttrr�t wao wnvluvr
QIMtRD/fGe.
ra w,w/warclw roe« nlvl
s�
M07ING STEP DETAIL
t
CITY OF LA QUINTA
QRpFE N
O Q�
v m
Iz ~ (31925 N A
* Exr. 12-31-2012
Sq C
IV
�v
lF pQ-
OF CAL1f
Bln.#
QW Of La Quinta
But0og a Safety Division '
P.O. Box 1504,78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: O % �S f{ J V /t ¢ S '
Owner's Name:. e, 0►tilA✓Y0
A- P. Number.
Address: (o O 7 S Z1 -,t vt ¢.,
Legal Description:
Contractor. } S ,v Z D b ` A S4- c✓
City, ST, Zip: A I� � � � Cr4 �7 22 S 3
Telephone:
Address: ` 3 el �' SV 0' 0 o
p
Project Description: Priv r a u J ��^.w -} ��! c� C
City, ST, Zip: j 1yt3y i A a PA- '322--76
Jbe M O 2X 1 S4, vt &r S 1°A
Telephone: '14,0-77q
% �pioT PDZ,I .US
State Lic. #: q 1. City Lic. #:
l S+i n 6- . . e av l r° rA
Arch., Engr., Designer
U tn, � Q. PO ei
�
Address:
IC e -X ! ,s T I V1 sem/' e2 LA L'.
City., ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: D 2V p i
Construction Type:. Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
ries: #Univ:
Telephone # of Contact Person: ' 0 biz ° 1 S (
Estimated Value of Project: t• `j�0 0
APPLICANT: DO T WRITE BELOW THIS
#
Submittal
Req'd
Recd
TRACMG
PERMIT FEES
Plan Sets
Plan Check submitted
Item Amount
Structural Calls.
Reviewed, ready for corrections
Plan Check Deposit. .
Truss Cales.
Called Contact Person
Plan Cheek Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted..
Mechanical w . N
Grading plan
2`! Review, ready for correctiouslissue
Electrical Q
Subcoutactor List
Called Contact PersonPlumbing
Grant Deed
Plans picked up
ML
I1.0 -A. Approval
Plans resubmitted
Grading
IN HOUSE;-
3" Review; ready for eorrectionsJissue
Developer Impact Fee
Planning Approval
Called Contact Person
Ad.P.P.
Pub. Wks. Appr
Date of permit Issue
School Fees
P
APPROVEDaZ
FOR CONSTRUCTION .
oa C e,f •��
rmit Fees
�I HO
A�P,�o �.�
Owner: DIANE RUSSOMANO State: CA
Address: 60-755 LIVINGSTONE DR.
Zip: 92253
City: LA QUINTA
Ph 760 777-5219
one.
���`
Mai n Block
Equipment
Filter Pump: S PEED PUMP ]ANDY
Filter Type: 420 ]ANDY
60-755 LIVINGSTONE DRIVE
Spa Pump: 2 HP ]ANDY -
other Pumps: No
LA QUINTA CA 92253
Heater: 400.000 BTU HEATER
Sanitation: NO
ACCESS r
NOTE: EXISTING POOL
House
EQUIPMENT
GAS AND ELECTRICAL '
METER ,.
...
- _
Length: 17 "
Existing concrete
Width: 9"
a El
Depth: 4"
Perimeter: -52 LINEAL FEET
.. .........................
Pla
ter
-
Square Footage: 153 SQFT
Existing concrete " Existing concrete
PL
Material: GUNITE
PL
-----------1T---------- ♦;
y -
4
Water Features: YES BY PLAN
FDO
s,
' -------20'---"-------
ONLY
-POOL
Existing pool equip.
o
Ln
4 DEEP LnEn
Deck Specifications
QLDc►`
q�® �
-s'-6"--
Length: 18 "CONCRETE BAND
Width: 18 " BAND
39 LINEAL FT a
�FPerimeter:
°° X'
Square Footage: 56 SQFT .
NORTH , .Existing planter
EXISTING GARDEN WALL
_
Material 1: CONCRETE . .
-'
Material 2:
-
PL Sc61ed/8„ _ 1'Customer
Info
Owner: DIANE RUSSOMANO State: CA
Address: 60-755 LIVINGSTONE DR.
Zip: 92253
City: LA QUINTA
Ph 760 777-5219
one.
���`
Main Block
'Ton4 DevI j e 7&o &01 715-1
60-755 LIVINGSTONE DRIVE RU-55-6m4rt o
LA QUINTA CA 92253
ACCESS
IHouse
PL
Existing pool equip.
PL
rA► QUINTAFETY DEPT•QVEDSTRU
Scale 1/8" = 1'
' Filter Pump: S PEED PUMP JANDY
Filter Type: 420 JANDY
Spa Pump: 2 HP DANDY
Other Pumps: NO
Heater: 400.000 BTU HEATER
Sanitation: NO
NOTE: EXISTING POOL
EQUIPMENT
Length: 17 "
Width: 9"
iter Depth: 4"
Perimeter: 52 LINEAL FEET
PL Square Footage: 153 SQFT
Material: GUNITE
Water Features: YES BY PLAN
Length: 18 " CONCRETE BAND
Width: 18 " BAND
Perimeter: 39 LINEAL FT
Square Footage: 56 SQFT
Material 1: CONCRETE
' Material 2:
S EP REVIEWE — Owner: DIAN E� RUSSOMANO':State: CA
for fo n to s rale
Address: 60-755 LIVINGSTONE DR. Zip: 92253
Todd L. Lacher, Rjq.E. City: LA QUINTA
Pool Engineering C.
svuch,ra+ etai shall take pmcedence er c mFicts with sb 0an. Phone: 760 777=5219
3 -Z? -13
f f i
GAS AND ELECTRICAL
METER
Existing concrete
❑ ❑
Pla
Existing concrete -Existing
-------17-------► concrete
Pool Steps ��
13'8"
`)- -------
POOL ONLY
--�----
-----zoo
°
°
r
4' DEEP
N
-6' 6"
Pool :Ben fib%
Yn / n-----
4 IZ''
NORTH
Existing planter
' EXISTING GARDEN WALL
PL
rA► QUINTAFETY DEPT•QVEDSTRU
Scale 1/8" = 1'
' Filter Pump: S PEED PUMP JANDY
Filter Type: 420 JANDY
Spa Pump: 2 HP DANDY
Other Pumps: NO
Heater: 400.000 BTU HEATER
Sanitation: NO
NOTE: EXISTING POOL
EQUIPMENT
Length: 17 "
Width: 9"
iter Depth: 4"
Perimeter: 52 LINEAL FEET
PL Square Footage: 153 SQFT
Material: GUNITE
Water Features: YES BY PLAN
Length: 18 " CONCRETE BAND
Width: 18 " BAND
Perimeter: 39 LINEAL FT
Square Footage: 56 SQFT
Material 1: CONCRETE
' Material 2:
S EP REVIEWE — Owner: DIAN E� RUSSOMANO':State: CA
for fo n to s rale
Address: 60-755 LIVINGSTONE DR. Zip: 92253
Todd L. Lacher, Rjq.E. City: LA QUINTA
Pool Engineering C.
svuch,ra+ etai shall take pmcedence er c mFicts with sb 0an. Phone: 760 777=5219
3 -Z? -13
f f i
CALCULATIONS
z z
METHODOLOGY:
y = EQUIVALENT FLUID PRESSURE
RESISTING MOMENT:_
RESISTING MOMENT ABOUT POINT A
a
RM = Wcdj + W2d2 +
... W„d„
CASE I
dow
OTM = 1/6 y 3H WHERE y = 45 pcf WqA
W d,
NET MOM - OTM — RESISTING MOMENT
�W
60
z
€z
o
W bbW
3 a
cn -j
�a
z
=o
z
wa
OTM -I 1/6 y 3H WHERE y = 62.4pcf
W.,
mo
1
ds
NET MOM — OTM + RESISTING MOMENT
W.IW.
0
Ws
d4
0 segment n
9
M(12 in/ft) Mt (12)
fs =
Ws
d,
As j d As (0.887) d
M(2) 12 in/ft
OW6
W. b
We
de
fc =
v
jkbds
Mt (2)(12)
CASE I
CASE II
_
(0.887)(0.339)(12) dz < 1125 psi
LOADING DIAGRAM:
>a = (1 /2) y Hf
THIS DETAIL IS DESIGNED FOR
(12 In/ft) j d
EACH OF THE LOAD CASES DEFINED BELOW.
y H2
(2)(12)(0.887) d < 55 psi
f c - 2,500 psi
Fs - 20,000 psi
fc-0.45fc-1125 psi
Vc = 1.1r-"fc - 55 psi
y = 45 P.C.F.
y = 62.4 P.C.F.
CAM I
CASE II
Sol
FLOOR STEEL AND
THICKNESS PER
STANDARD POOL
STRUCTURAL PLAN
1'-6' ,_ 19 -0 -
BOND BEAM PER STD
POOL STRUC PLAN
13 0 6" O.C. VERT.\ I co I FE
TYP, THROUGHOUT
J3 0 12' O.C. HORIZ. 4
TYP, THROUGHOUT1'-3"
THICK d
3'-0'
ZUNDISTURBED SOIL
7
1500 PSF MIN. ,
BEARING VALUE
CITY OF LA QUINTA
BUILDING & SAFEY DEPT.
APPROVED
FOR CONSTRUCTION
I DAM—BY
(E) GARDEN WALL
BY OTHERS
PROVIDE 1' STYROFOAM
SEPARATION
0
REINFORCING NOTES:
1. ALL SOIL SIDE STEEL TO BE
Y CLR. FROM EARTH.
2. ALL POOL SIDE STEEL TO BE
2" CLR. FROM WATER.
3. ALL STD 90' HK, AS DEPICTED,
SHALL BE EMBEDDED 6' MIN.
4. LAP ALL STEEL 24" MIN.
J.N. 13-0468
DATE: 03/26/13
CALCS BY: T.LL
DRAWN BY: T.LL
CHECKED BY: C.J.B.
ti
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uj m co
U Q p , M
!e O (C
J Z N C
c 40 m o
O 1t
12 < U°- a
c C
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C
Q .(D
CANTILEVERED—FREESTANDING POOL BENCH
OVER (E) FOOTING
DETAIL #101
z z
cn
a
� J
CD
O
60
€z
o
3 a
cn -j
�a
z
=o
z
wa
oz
mo
�a
o0
0
o€aN cn
3
CANTILEVERED—FREESTANDING POOL BENCH
OVER (E) FOOTING
DETAIL #101