06-3841 (RPL)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: (06-00003841
Property Address: 52160 AVENIDA RUBIO
APN: 773-213-008-15 -000000-
Application description: POOL - RESIDENTIAL
Property Zoning: COVE RESIDENTIAL
Application valuation: 25000
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
MORENO JORGE
52160 AVENIDA RUBIO
LA QUINTA, CA 92253
Contractor:
Applicant: Architect or Engineer: BLUE HAVEN POOLS
2318 S. VINEYARD AVENL
ONTARIO, CA 91761 D
(909) 947-6474
VV^^ LiC. No.: 618892
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: C53 nse No.: 618892
tB3e: 1 a ractor:
O,^ER-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 ($500).:
(_) 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.).
(_ 1 1, 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 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
(A)
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/27/06
a-
WORKER'S OMPENSA71.0
• DECLAR%17((J V
I hereby affirm under penalty of perjury one of the fo'111o ng•decl. rat o s ��= A- , ,
a,�.
_ I have and will maintain a certificate of consent to self -insure foi- ker com�peensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for'%hieh.this permit is
issued.
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 INS CO OF PA Policy Number WC3422016
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 sh
bor o Id become subject to the workers' compensation provisions of Section
3700 of the LaCc e, 1 shall forthwith comply with those provisions.
ate:. Appl'
WARNING: FAIL E TO SECURE WORKERS'MPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENAL IES 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 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 c ty ordinances and state I ws relating to building construction, and hereby authorize representatives
of IN /aunty to enter upon the ve-mentioned prop ty for inspection purposes.
O
ate: / "— ure (Applicant or Agent):
Application Number . . . . . 06-00003841
Permit . . .
BLDG POOL PERMIT
Additional desc .
Permit Fee
252.00 Plan Check Fee
163.80
Issue Date . . . .
Valuation
25000
Expiration Date
4/25/07
Qty Unit Charge
Per
Extension
BASE FEE
45.00
23.00 9.0000
----------------------------------------------------------------------------
THOU BLDG 2,001-25,000
207.00
Permit _ . .
MECH POOL
Additional desc .
Permit Fee . . . .
26.00 Plan Check Fee
6.50
Issue Date . . . .
Valuation .
. 0
Expiration Date
4,'25/07
Qty, Unit Charge
Per
Extension
BASE FEE
15.00
1.00 11.0000
----------------------------------------------------------------------------
EA MECH FURNACE >100K
11.00
Permit
ELEC POOL PERMIT -RES
Additional desc . .
1
Permit Fee . . . .
45.00 Plan Check Fee
11.25
Issue Date . . . .
Valuation . . . .
0
Expiration Date
4/25/07
Qty Unit Charge
Per
Extension
BASE FEE
15.00
1.00 30.0000
----------------------------------------------------------------------------
EA ELEC PRIVATE SWIMMING POOL
30.00
Permit . . .
PLUMBING
Additional desc .
Permit Fee . . . .
33.00 Plan Check Fee
8.25
Issue Date . . . .
Valuation . . . .
0
Expiration Date
4/25/07
Qty Unit Charge
Per
Extension
BASE FEE
•15.00
2.00 6.0000
EA PLB FIXTURE
12.00
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
----------------------------------------------------------------------------
Special Notes and Comments
POOL/SPA. ALARMS/BARRIERS SHALL BE IN
LQPERn1IT
LQPERMIT
Application•Number 06-00003841
-----------------------------------------------------------------
Special Notes and Comments
PLACE AT PRE -PLASTER INSPECTION.
EQUIPMENT ENCLOSURE NOT INCLUDED
Fee summary Charged
---------------
Paid :. -
Credited
Due
--------------------
Permit Fee Total 356:00
.00
----------;--•--------
.00
356.00
Plan Check Total 189.80
.00
.00
189.80
Grand Total 545.80
.00
.00
545.80
LQPERMIT
lV- -
. _ -. ...,....m _e.�-.......... _.. - ..... ,..: -=.a.-.'.y;.�«,.e mac.._.. .. x.......- ......s;.....:........... w«
e:
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IN VENTURA COUNTY ALL NON -EXPANSIVE EXPANSIVE (6) BR BOND BEAM REQUIRED t2• GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
DECKING MUST BE INSTALLED APPROVED SEALANT RECOMMENDED (PER DETAIL 18). TABLE SOIL SOIL FOR THE CITY OF LOS (6) #4 BARS ® / () # 1. THIS STANDARD POOL STRUCTURAL PUN MUST ACCOMPANIED BY A CLEAR PLOT PLAN WrtiETI REQUIRED BY 711E BUILDING OFFICIAL GLAZING SHALL COMPLY WITH THE LATEST ADOPTED
IN ACCORDANCE W/ DTL REQUIRED W/ EXPANSIVE SOIL EQUIVALENT EQUIVALENT BOND BEAM. _ FINISH BOND BEAM W 4 3
t NO. 1 FLUID PRESSURE FLUID PRESSURE ANGELES ONLY. II I r GRADE. BARS PER TABLE N0. 1 & SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE To PROPERTY LNE, SLOPES AND EDITION OF THE CBC SECTIO! 2406.4, ITEM 9 INCLUDING LOCALLY ADOPTED AMENDMENTS
SLOPE DECKING 1 8" COPING 6 N 1� STRUC ORES N THE CITY OF LOS AN(21ES, THE POOL LOCATION SHALL COMPLY WITH THE 1. GLAZING N WALLS AiD FENCES USED AS A BARRIER SHALL BE SAFETY CLAM WHEN ALL ,
/ 30 P.C.F. = 45 P.C.F. T- I DETAIL #12. CITY OF LOS ANGELES ZONING CODE. N SAN BERNARDINO COUNTY POOL APPROVED FOR OF THE FOLLOWING CONDITIONS ARE PRESENT:
TO 1/4" PER FOOT. BOND BEAM SEE TABLE NO. 1 3 BARS BENT PRIVATE USE ONLY, A SOiLS REPORT MAY BE REQUIRED N EXPANSIVE SOL AREAS AND THE A BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE POOL SIDE OF THE GLAZING.
I j AWAY FROM POOL SEE DI it ®48" O.C. - - .v POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDNO COUNTY ZONING CODE _ _
DRAIN &DETAIL 12. p BARS VERTICAL, I ,� I z INFORMATVES ION PROVIDED B ENGINEERING
ACCTOORR OR OWN TO DETERMINE INSPECTED THE h� ADEQUACY OF CONTINUOUS SHOTCRETE INSPECTION �a oEac aREA
F r �• SEE TABLE NO. 2 ON
BOND r, � , THIS STANDARD POOL STRUCTURAL PUN FOR THE ACTUAL SITE CtlH1EXT10NS SHOULD SITE
BEAMS m y, d UNE. CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT THE WHERE REXx1IZED ALL PNEUMATIC CONCRETE PLACEMEN SHALL BE INSPECTED BY A SPECIAL
COPING NOTE COMPACT D 2 1/2" ci RESPONSIMTY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND INSPECTOR IN CONFORMANCE WITH UBC/CBC SECTION 1701, WHO SHALL SUBMIT A STATEMENT
z • ' x <ow OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOL INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS THE FOLLOWING AGENCIES AMONG
(3) #3 (4) BOND BEAM HORIZ BARS FILL CLR. DENIES ARE VILA ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING OTHERS REQUIRE CONTINUOUS INSPECTION:
BOND BEAM PER TABLE S �., a �+
a z I o BARS /3 BARS MAY BE OVER OR UNDER y o a TY OF LOS ANGELES _
CL
POSITIVE N0. 1 (EXPANSIVE SOIL) VERTICAL BARS 9� r w . 3. THIS PLAN ISNOT VALE WITHOUTADDITIONAL SURCHARGE DETAILS WEN REPORT.A-A aSAFETY, PER RGA 14-67. MUST BE APPROVED BY THE DEPARTMENT OF BUILDING &
D R t VERTICAL t VERTICAL DRAINAGE &DETAIL /12 \O� p 1 ®a CONDITIONS APPLY PER LATEST ADOPTED EDITION of iNE CBC SECTION 1806.52 THROUGH B COUNTY OF VENTURA.
- m STEEL STEEL F--- TABLE \� H 3 r,
z Q EXPANSIVE F 1 in of F 1806.5.4. IN VENTURA, LOS ANGELES COUNTIES, V MIN. IS 1 1 Z & Y MIN. IS 2 1 Z C. THE CITIES OF; BE
SA, CYPRESS FULLERTDN, FtElSIOSA BEACH,
\'1p , O ¢ / / ')• FHILs COSTA ME C LVER CiTY,
o�ALLOWABLE 5 1 x W 3'0" 1'-O" 5' 3 0 12" 5' 3 0 12" _ N0. 2 SOIL : g m IRVINE. NEWPORT BEA LA HABRA. U PALMA, LAGENA HILLS, LAKE EtSINORE, LONG BEACH,
/� �• J( �" y n �' sPECIAI DETAIL REQUIRED WHEN
/ �" 'D C7 fir- W L ff [ A \\'r 1
-
CONDITION MIN. ;;+ N
"
VERTICAL
STEEL
3'6"
V-0"
5'�•
5'�"
"
CIS
-
z >I! 3
1 6" 1
#3 0 6'
5'0"
_
4'0"
1'_0"
514"
"
5+"'
8"
#3 0 4-
"7'0"80'
- - - - >1
c
I ►-
1. SYSTEM IS CERTIFIED WiTH 78% THERMAL EFFICIENCY (PER LATEST ADOPTED ANSI STANDARD). -
ZUNDISTURBED
�� �O'
m
10"
READILY ACCESSIBLE ON-OFF SWITCH, WEAhERPROOF OPERATING INSTRUCTIONS ON ENERGY
8'6'
10"
5'0` 7"
6'�"
EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PLOT LIGHT.
2 SYSTEM IS NSTALLED WITH:
SOIL
1000 PSF MIN.tO
FE
a
4'6"
1'-0"
5'�
610" 8"
514"
#3 0 6"
EQUIV. FLUID MIN. W
5'0"
1'-6"
6"
7',C "
6"
ii COVER FOR OUTDOOR POOLS OR OUTDOOR SVA.
I POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
B.
BERING VALLA. ao
0
CA•
PRESSURE
PERMIT OF
1
♦
- 62.4 P.0 F,
MAXIMUM.
5'6"
2'-0"
6"
#3 0 6"
61r I
4, THE STANDARD POOL STRUCTURAL PLAN iS NOT INTENDED TO BE APPLICABLE TO NON-
FENCING AND BARRIERS
�?
of
10"
6'0"
2'-6"
6"
E.F.P. =
VERTICAL
DEICING AND POOL GEOMETRICS
FENCING &GATES WITH NO OPENINGS GREATER THAN 4. GATES TO BE SELF-CLOSING &
:"t' TO BE -I I ti �Q� A V
#342375 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES
- I t C,� moo.
''
6 6
3 '-O"
6"
"
8'
"
CHANCE
-
012'
't' SEE
7'0'
S-6"
6'
"
8V
BASIC GRED r
/3 BARS O 1Y O.C. BENCHES & STEPS
NOT A �-H J
I I I
LY.
t
51/"
6"
6"
7"
8"
9"101,,4,-"11"
TABLE
7'6"
4'-0`
6%"
"
9"
"
(
. SEE TABLE,
I
NO.:2 -
#3
NO.; 1
#4
I
N
v.
62.4 P.C.F.
FEEL
L I
012"
06"
06"
04'
r
03"
D
t
VERTICAL
STEEL
2'6"
V4"
#3 012-
12"3'0"
3-0-
6"
"
4'0"
1 6" 1
#3 0 6'
5'0"
7"
•
5'6"
8"
"
6'0'
8"
#3 0 4-
"7'0"80'
7-0-
5'4
5'4" `
1. SYSTEM IS CERTIFIED WiTH 78% THERMAL EFFICIENCY (PER LATEST ADOPTED ANSI STANDARD). -
5'/" "
�� �O'
8 0"
10"
READILY ACCESSIBLE ON-OFF SWITCH, WEAhERPROOF OPERATING INSTRUCTIONS ON ENERGY
8'6'
10"
5'0` 7"
o �A
S W, <
N
a
b' IS LESS THAN POOL DEPTH
SPECIAL DETAILEARTH
LOS ALAMITOS, MISSION ME10, NORCO, SEAL BEACH, STANTON, TUSTN, VILLI PARK & WESTMINSTER.
D. IN THE CITY OF SAN DIEGO, PNEUMATIC CONCRETE WORK NOT FULLY SUPPORTED ON
to p
(FOR DETAILED INSTRUCTIm SEE
MAX
OR H/4 (7.5' H/4)
REQUIRED i�
TOE OF SLOPE N LESS THAN 10'
EARTH
MAY REQUIRE CONTINS INSPECTION AND VISUAL EXAMINATION FOR STRUCTURAL
SOUNDNESS OF IN PLACE PNEUMATIC CONCRETE.
51%" #3 O 12
`°
2'6" 5'�"
T TDP OF
TiTLE 24
5'4* "
3'o" 514"
REINFORCEMENT INSTALLATION INSTRUCTIONS WATER SURFACE
SLOPE
MANDATORY REQUIREMENTS FOR POOL & SVA HEATING SYSTEMS & EQUIPMENT: '
3'6" 5'," #3 O 6"
Jy
5'4
5'4" `
1. SYSTEM IS CERTIFIED WiTH 78% THERMAL EFFICIENCY (PER LATEST ADOPTED ANSI STANDARD). -
5'/" "
�� �O'
AT THE BOTTOM OF THIS DETAIL) APPROX. 3" BELOW
4'6" 6'4" #3 O 4"
READILY ACCESSIBLE ON-OFF SWITCH, WEAhERPROOF OPERATING INSTRUCTIONS ON ENERGY
6'
6" "
5'0` 7"
6'�"
EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PLOT LIGHT.
2 SYSTEM IS NSTALLED WITH:
6" 03 04-
4"5'6"
5'6* 7 t15
_r
BOND BEAM.
BOND
6'4"
610" 8"
7'4"
7"
71 "
A. AT LEAST 36' PIPE BETWEEN FLiER & HEATER FOR FUTURE SOLAR HEATING,
m
714" 13 O 3"
7',C "
T0" 9"
ii COVER FOR OUTDOOR POOLS OR OUTDOOR SVA.
I POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
B.
7',r #3 O 3"
T6" 9"
81/x"
PERMIT OF
"
♦
9"
iS LESS 1HAN H/6 (20' MAX)
PEAK OPERATION '
113 0 6" O.C.
9b
I
-
4, THE STANDARD POOL STRUCTURAL PLAN iS NOT INTENDED TO BE APPLICABLE TO NON-
FENCING AND BARRIERS
VERTICAL STEEL 4'-0
of
10"
- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE
I. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' IN. MGH
DEEP & BELOW.
E.F.P. =
VERTICAL
DEICING AND POOL GEOMETRICS
FENCING &GATES WITH NO OPENINGS GREATER THAN 4. GATES TO BE SELF-CLOSING &
5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT SELF -LATCHING WiTH LATCH A MIN. OF 5 HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE .
' 1 - I DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOL EXPANSION. LOCAL CODES SHALL PREVAIL
" - IZONTAL STEEL #3
8'6" 5 -0" 6�" 9" - c BARS ®12 O.C. TYPICAL 'a ca� l
VERTICAL STEEL» SEE �i Q ALL CONSTRUCTION SHAM COMPLY WITH THE LATEST ADOPTED EDITION THE UNIFORM
-II I -I BUILDING CODE/CBC AND LOCAL ORONANCES
2WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY MIH THE LATEST ADOPTED
TABLE NO. 1. _ = VERTICAL STEEL .o v. n EDITION OF THE CBC SECTION 421, APPENDIX CHAPTER 4 INCLUDING LOCALLY ADOPTED AMENDMENTS.
WITH NG BOARDS SHALL MEET DIVING BOARD MANUFACTURERS POOL GEOMETRIC
SEE TABLE No. 2 NOTE- A. N THE CITY OF LOS ANGELES, PROTECTIVE BARRIERS ARE REQUIRED N CONFORMANCE WITH
HORIZONTAL STEEL 24" MIN. "- a NOTE r EXTRA REINFORCING TO 4" _ 7 SIGNS A S AND/OR LOCAL CODES THE LOS ANGELES Cm BUILDING CODE SECTION 91.6103(A).
TRANSITION WALL 24 MIN. RE1NF AL SIGNS & SAFETI EQUIPMENT SHALL BE INSTALLED N ACCORDANCE 1NTN LOCAL CODES
EXTEND 2 MLN EACH SIDE OF RAMP
BARS 0 12 O.0 BOND BEAM HORIZONTAL BARS MAY HORIZONTAL STEEL " B. N THE COUNTY OF LOS ANGELES, BARKERS REQUIRED BY CHAPTER 11.50 OF THE LOS
! #3 - - .� .. 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL A1� PROVISIONS FOR '
TO FLOOR STEEL AND THICKNESS. BE OVER OR UNDER VERTICAL BARS 13 BARS O 12" O.C. ! TRANSITION WALL ASSISTIVE DEVICES FOR THE ISABtID. ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDNANCE 95-0039 SHALL BE REQUIRED.
TYPICAL INCLUDING ALL SPECIAL DETAILS TO FLOOR STEEL AND THICKNESS tO.CONTRACTOR OR OWNER SHALL VERIFY ALL FED (X)HHlDii110NS &DIMENSIONS AT JOB SITE.
THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THEE SWIMMING POOL SiTE PLAN
G N THE COUNTY OF .VENTURA. PROTECTIVE BARRIERS ARE REQUIRED N CONFORMANCE WITH .
NO DIEM SECTION - EXPANSIVE SOIL (624 PCF) ELECTRICAL AND PLUMBING VENTURA COUNTY WADING CGDE (1998) ARTICLE 3. CHAPIS 41. SECTION 41.6. .
t STANDARD WALL SECTION 1 1 IQ SHALLOW/DEEP _END RAMP 3 1. ALL ELECTRICAL SHALL BE N CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE D. N THE aTY OF SAN DIEGO, PROTECTIVE BARRIERS ARE REQUIRED N CONFORMANCE WITH THE
OR HIGHLY EXPANSIVE SOIL EXPANSION INDEX UP TO 130 CITY OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS N DIVISION 84. ALL DOORS
CALIFORNIAL ELECTRICAL CODE SECTION 680. PROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL SHALL BE EQUIPPED
TAi 3 0 MIN. 2 ANY METAL WITHIN 5' OF POOL EDGE MUST BE BONDED PER THE LATEST ADOPTED EDITION
L TYPICAL R®AR INSTALLATION DIAGRAM 2 STORY WOOD ('- ) EQUIVALENT FLUID PRESSURE of THE CAUFOKNIA ELECTRICAL CODE '� WITH AN DOT ALARM AND A SELF-CLOSING, SELF -LATCHING DEVICE WiTH A RELEASE
DECKING. MINIMUM MiEaHANISM PLACED NO LOWER THAN 54• ABOVE THE FLOOR
WIDTH PER LOCAL INCLUDING ALL POOL ENGINEERING, INC. DETAILS FRAME BUILDING TABLE NO. 5 = 45 P.C.F 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WIN POOL BUON
LG PERMIT.
EXP JOINT & SEALANT 4 ALL EQUIPMENT SHALL Or NSTAl1ED PLR MANUF CTURERS E N THE COUNTY OF SAN BERNADINO PROTECTIVE BARRIERS ARE REQUIRED N COMFORMANCE
W-3'-0"
W-4'-0"
BUILDING CODE.
WSW -0"
D t VERTICAL
STEEL
t VERTICAL
STEEL
(FOR DETAILED INSTRUCTIm SEE
1000 ¢/SOT MAX.
PER DTL 8 RECOMMENDED
5'4" #3 O 12
51%" #3 O 12
5'4" #3 O 12
2'6" 5'�"
5'�"
5'/�"
5'4* "
3'o" 514"
REINFORCEMENT INSTALLATION INSTRUCTIONS WATER SURFACE
5'/"
(REQ'D W/ EXPANSIVE SOILS)
3'6" 5'," #3 O 6"
51% #3 O 6"
5'4
5'4" `
4'0" 6"
5'/" "
51i* #3 O 6"
AT THE BOTTOM OF THIS DETAIL) APPROX. 3" BELOW
4'6" 6'4" #3 O 4"
OPING
COPING--
6'
6" "
5'0` 7"
6'�"
6` #3 04-
6" 03 04-
4"5'6"
5'6* 7 t15
_r
BOND BEAM.
BOND
6'4"
610" 8"
7'4"
7"
71 "
6.6. 8'4" #3 O 3"
m
714" 13 O 3"
7',C "
T0" 9"
8"
B.
7',r #3 O 3"
T6" 9"
81/x"
n
'
F
9"
p�A NSIVESOIL
SCOPING
\,/ DRAIN
9b
I
-
^
i°
7"
8'
NO R.B.B.
10"
1 0',f 1
3
11'
E.F.P. =
VERTICAL
#3
C
#3#3
#342375 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES
#3
#3
#3
m
#3
#3
45 P.C.F.Fl
z ..
z
m
012'
D1 2
06"
x
04"
F5
mo
03"
BASIC GRED r
/3 BARS O 1Y O.C. BENCHES & STEPS
NOT A �-H J
I I I
I I i" (
t
51/"
6"
6"
7"
8"
9"101,,4,-"11"
PRT OF
12"
2'
w
VERTICAL
#3
F' W
I
I
#3
#3
I POOL STRUCTURE.
J
#4
DECK DRAINS
N
v.
62.4 P.C.F.
FEEL
L I
012"
06"
06"
04'
r
03"
RECOMMENDED. 5 1/2•
03"
03"
5.0
MIN.
W
PER TABLE
BOND BEAM
a, NO. 1.
PER TABLE N0. 1
& DETAIL 12.UNDER
_
� >
,
o; �•,
(EXPANSIVE .
SOIL)
II
-
WATER
�PO�
0• ADD #3 O 12" O.C. LONGITUDINAL ,
5'
't' SEE
LIGHT PER
O TRANSITION FOR EXP. SOILS.
TABLE
DETAIL #10.
•
_ --
NO. 5.
S
FLOOR - 6' TICK MiN. REINFORCED GUNITE W/
u
OJ`7 P0v`i.
`R .�
W-3'-0"
W-4'-0"
W-5-0`
WSW -0"
D t VERTICAL
STEEL
t VERTICAL
STEEL
t VERTICAL
STEEL
t VERTICAL
STEEL
2'0" 51%" #3 O 12
5'4" #3 O 12
51%" #3 O 12
5'4" #3 O 12
2'6" 5'�"
5'�"
5'/�"
5'4* "
3'o" 514"
5 "Ir
5'/"
514"
3'6" 5'," #3 O 6"
51% #3 O 6"
5'4
5'4" `
4'0" 6"
5'/" "
51i* #3 O 6"
5'/Z /3 O 6"
4'6" 6'4" #3 O 4"
6" /3 O 4"
6'
6" "
5'0` 7"
6'�"
6` #3 04-
6" 03 04-
4"5'6"
5'6* 7 t15
_r
61/x"
6'4"
610" 8"
7'4"
7"
71 "
6.6. 8'4" #3 O 3"
71/" #3 O 3"
714" 13 O 3"
7',C "
T0" 9"
8"
B.
7',r #3 O 3"
T6" 9"
81/x"
06.
06"
8,O" 914"
9"
p�A NSIVESOIL
8,6" 9 %"
9b
817 "
B"
p I1=1 1' 13 BARS O 12. O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL SEE �- I X4.0• 7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CBC STD 19-1, ASTM 150.62 6. JOINTS IN DECKS & COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT
MAIN DRAIN(S) AT LOW POINT. (STEEL TABLE NO. 5. l a SHOTCRETE/GINITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH C.B.C. TABLE RESILIENT SEALANT.
Q i
BASKET IS NOT REQUIRED.) MAIN DRAIN PIPE 19-A-4 FOR CONCRETE EXPOSURE TO SULFATE 7. SURFACE WATER FROM POOL DECKS SHALL BE COLLECTED & CONDUCTED THROUGH NON-EROSIVE
o
z REINFORCEMENT INSTALLATION INSTRUCTIONSI I 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS
SHALL NOT ENCROACH INTO GUNITE SHELL AL AREA.
UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE V OR w - _ 10. ALL INTERIOR SURFACES OF PDX/SPA SHALL BE COATED WITH A WATERPROOF SILICA PLASTER.' 8, WIC VERS GRSTREET,
� CIMS AA POOL IS�RES RICT�ED BYTHET E PRESENCE OF ACEI�TIC�ALL OR
m FOR DUAL MAIN -DRAIN REQUIREMENT SEE SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL STEEL
ELECTRICAL AND PLUMBING NOTE 8. BARS 0 12" O.C. OWNER OTHER BARRIER WHICH LXTTINDs MORE THAN 12' ABOVE THE WATER SURFACE AT THE POOL EDGE
BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED " 24" MIN PERMANENT CONTINUOUS GRAB BARS, HANDRAILS, OR OTHER APPROVED EQUIVALENT DEVICES
INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM 1. KEEP T TUR ETE (LIGHT )DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. SHALL BE INSTALLED WITHIN 12' OF THE WATER SURFACE SUCH DEVICES SHALL BE CAPABLE
^� 2 DO NOT TURN ON LIGHT (WHEN POOL N EMPTY.
THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED TRANSITION WALL TO FLOOR 3. DO NOT USE BUCK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). of POC., PER GRASPED.
D BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
LOW POINT WHERE REQUIRED BY HIGH WATER TABLE REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL STEEL AND THICKNESSSECTION
TYPICAL LONGITUDINAL SECTION4 BUILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT 9" & LARGER
BOND BEAM PER TABLE 5"-8" 2" 2" PROVIDE ADEQUATE DRAINAGE BRICK T PRECAST
�•� � BOND BEAM PER BEHIND POOL WALL � CONCRETE COPING.
NO. 1 & DETAIL 112-3.I I 4'-0• MIN. TABLE NO. t & NOTE:
LEVEL TOP Of GUNITE DETAIL 2 i BAR O 24' O.C.', z 9 1/2' w --�D AND/INR
T� '* '1• r W/ GROUT &PLACE GROUT ALL CELLS EXPANSION JOINT & to 12 j o 4TH BR BY THE USE OF THIS PLAN
d 'r a #15 FEIN OR 4 MIL DECKING F- ELECTRICAL _
r _ NT RREo E S0� I ` LocaTloN MAY THE USER ACKNOWLEDGES
(2) J.3 Q (4) f3 VISQUEEN ON TOP. 'd.BOX. I IFOR TCOPINGG < 'I VARY TO
BARS. BARS. 1 II PER DETAIL #8 a y PROVIDE THAT HE HAS READ AND
5 1/2" < o i" MIN COPING z 8' MIN. ABOVE DECK, WATER = !I__ ° o I M B t/2E UNDERSTANDS ALL OF THE
X #3 BARS L j3 BARS E -LINE OR FLOOD LINE WHICH I ii
[,BARS a = 12"�O.C. 1" ClR' 12. O.C. EVER IS GREATER. M to M ~ 1 DEl2KNG. I i d PARALLEL
Ha 12' D.C.
SPA LIGHT r ROUND r Q Z I anRf3 _ NOTES INCLUDED HEREIN.
a L EA WAY. EA WAY. HORIZ. STEEL w ``' TILE BARS.
-� EACH WAY. 3" h ALL PIPES. - I r - m fD .
SKIMMER BARS O 1 to _ I- a THIS PLAN IS THE
0.R. �H. 4 �H. I COVER. Wl - - I I- 12" O.C. a � '- 6' BLOCK `° - BOND BEAM PER TABLE
EQ. EQ LWATER WATER !I L,I II_ fm=1500 psi NO. 1. WORK OF THE ENGINEER AND
REINFORCING PER ° LINE. UNE. (3) Hi3 BARS V�V I I I 1 11 ILS I w BOND BEAM d ~ I I I
DETAIL #t0. NOT MIN 24 . I z MAY BE O 3• - 3" CLR• 13 BARS ®t2' O.C.SHALL NOT BE REPRODUCED,
REQUIRED IF 6" MIN. LACI ° BEND BOND �\� _ W +0" ALSO. <- PLASTER COPIED OR OTHERWIS
CLEAR PROVIDED. 5' MIN. -� • SKIMMER �' I Q l T - 3' CLR. WITHOUT THEIR WR N
BEAM UNDER �� v I
to
z WATER VERTICAL
AROUND ALL L ^ a \ UNE STEEL W/ i BOND BEAM 8' PRECAST
BRICK TNG PERMISSION.
24" MIN. LAP /t VERT. STEEL 12" MIN. I- PER TABLE
NOTE: I I INTO SPA =1 I SEE TABLE EMBED. N0. 1 &
PROVIDE (2) ANTi-VORTEX DRAINS. ONE LOCATED IN OR POOL #3 BARS I I (2) #3 7 BARS II I I �`�\ FIXTURE N0 11 (2) #3 BARS
SPA FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3" O 12'0-C. -1 N i18 COPPER r \ LENS t 3" CUR. ZONTAL 11
NOTE:
ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY EA WAY. �I�Iii SECTION AT SKIMMER GROUND WIREI STEEL #3 BEND ROCK
BOND BEAM HORIZONTAL BARS MAY
CODE. SEE ELECTRICAL AND PLUMBING NOTE 8. L / INDICATES 44" MIN. TRANSITION WALL BARBS O VERT STEEL �� VENEER QR SS/
L.24' N.E.C. OR C.E.C. ® TO FLOOR STEEL AND THICKNESS. 12" O.C. 45' OR 90'. V HILL : BE OVER OR UNDER VERTICAL BARS.
SPA DETAILS MAY BE USED POOL MIN. APPROVED CONDUIT.
SPA DETAILS - FOR SPAS WITHOUT POOLS. 7 LAP TABLE NO. 11: BOND BEAM -�\` A PLASR
(2) /3 5• RECESSED TOTAL HEIGHT a NORMAL POO. DEPTH (D) + HEIGHT OF RAISED BOND BEAM. PER TABLE F TER I ROCK O
�
° BARS EACH LIGHT.
CITY OF 4'-0" MIN. IMPERVIOUS DECK - - - -d- WAY AROUND MIN.
LOS ANGELES NICHE 3" CLR.
6' MIN. • APPROVED SEALANT
DEEP REQUIRED SLOPE 1/8"-1/4' PER FOOT i/Y MiN DEPTH II-Ilr IIIA'
NOTE:1 < DRAIN °
i 2 EXPANSION JOINTS a O (3) /3 BARS.
NOTES
REQUIRED IN DECK _ TI 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE
7I _ TO BRASS CONDUIT TO POOL REBAR, OR NON-METALUC
�+ & m I _ I LSATURATiON 0 10' 0' D.C. & I 1 ° d CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER
- 0 0 8 RECOMMENDED PRIOR HI III III 3' CUR. WiRE INTERIOR W/ APPROVED POTTING COMPOUND
I RE POURING DECK. REMAINDER OF JOINT 11 TYPICAL-� M 5" MIN. PER THE N.E.C. OR C.E.C.
I a IN STYROFOAM OR OTHER =j I T 2 SWIMMING POOL LIMING FIXTIM SHALL COMPLY WiTH
` L -
FOOTING RECOMMENDED EXP. MATERIAL CONCRETE SHALL NOT TOUCH -� PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS
R VENTURA COUNTY 6' FOR EXPANSIVE SOLS. COPING OR BOND BEAM. FOR LOTTING FIXTURES UL STANDARD 676.
15" DEEP REQ
TOTAL HEIGHT - H
A RECOMMENDATIONS AFB) N WITH SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POO. -
WITH LOCATE REGULATIONS
3'
POOLS MAL ENCLOSURE STANDARD PROCEDURE . .
S. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. - " .. •
•
s. BACKWASH SHALL BE I!SPOSED of N AN APPROVED MANNER. CITY OF LOS ANGELES SPECIAL NOTES •'
7' 1
••
7. CAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CALFDMA
9-
PLUMBING CODE SECTION 1210.1. 1HESE•NOIES ARE ONLY APPLICABLE N THE CITY OF LOS ANGELES. `
ll'-
1'NON
tL CONTRACTOR IS ADVISED) TO REFER TO SECTION 115928 ff THE CALIFORNIA HEALTH & 1. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF 91.318 DIV
SEE VENTURA CO. MIN DECK
SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM. AND P C 2001-14.
SKIMMER DETAIL
-
STRUCTURAL INDIES 2 MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL LE 2500 PSL
6"
COUNTY OF LOS ANGELES SPECIAL NOTES
8"
1. SOI. SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED N THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
"
AGAINST UNDISTURBED SOL OR BUHDNG DEPARTMENT APPROVED 90Y. COMPACT FILL. SAFETY_ /LAND DEVELOPIMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POO-, SPAS, AND
THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN.
12"
DISSIMILAR SOL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS. CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (LACBC)
2- ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40
VENTURA COUNTY NOTES
. .
FOR /3 BARS AND 14 BOARS. SPLICES TO BE LAPPED 24" MIN. MINIMUM CLEARANCE :SPECIAL
RRESIDS .
BETWEEN PARALLEL BARS IS 2 1/2'. THESE NOTES ARE ONLY APPLICABLE N VENTURA MOM.
1 (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED N PUCE OF (2) /3 BARS, WITH THE
1. DECK TO BE REINFORCED WTH #3 BARS O 24' O.C. EACH WAY.
EXCEPTION THAT F /4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING A. DECK BONM. WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR
IS #4 BARS AT 18' 0.C- NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WiTH
4. THE PLAN IAMB SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WiTH
THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN PONT THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH
VERTICAL
N THE POOL STRUCTURE. AS POOL SLOES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22
S. GROUNDING (PER THE LATEST ADOPTED EDITION OF 7HE CALIFORNIA ELECTRICAL CODE) OF
#3
1 /5• DEEP PERIMETER FOOTING iS REQUIRED.
THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE 3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' WIDE DECK IS INSTALLED.
#3
6. S TE 4& SH 1D HAVEMINIMUMCO WITH THE LATEST (OF 2 OF THE CBC 4. MINIMUM DECK WIDTH IS 4' UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT
SECTION
SECTION 1924 &SHALL HAVE A MflNMUN COMPRESSIVE STRENGTH ()F 20(m PSI AT 28
#3
DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS PROPORTIONAL TO THE REDUCTION IN DECK WIDTH_
5. WHEN DECK SLOB -G RADE SOL HAS AN EXPANSION INDU > 91 SATURATION TO 18' MINIMUM
#3
OF WATER PER SAC( OF CEMENT.
DEPTH IS REQUIRED
p I1=1 1' 13 BARS O 12. O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL SEE �- I X4.0• 7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CBC STD 19-1, ASTM 150.62 6. JOINTS IN DECKS & COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT
MAIN DRAIN(S) AT LOW POINT. (STEEL TABLE NO. 5. l a SHOTCRETE/GINITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH C.B.C. TABLE RESILIENT SEALANT.
Q i
BASKET IS NOT REQUIRED.) MAIN DRAIN PIPE 19-A-4 FOR CONCRETE EXPOSURE TO SULFATE 7. SURFACE WATER FROM POOL DECKS SHALL BE COLLECTED & CONDUCTED THROUGH NON-EROSIVE
o
z REINFORCEMENT INSTALLATION INSTRUCTIONSI I 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS
SHALL NOT ENCROACH INTO GUNITE SHELL AL AREA.
UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE V OR w - _ 10. ALL INTERIOR SURFACES OF PDX/SPA SHALL BE COATED WITH A WATERPROOF SILICA PLASTER.' 8, WIC VERS GRSTREET,
� CIMS AA POOL IS�RES RICT�ED BYTHET E PRESENCE OF ACEI�TIC�ALL OR
m FOR DUAL MAIN -DRAIN REQUIREMENT SEE SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL STEEL
ELECTRICAL AND PLUMBING NOTE 8. BARS 0 12" O.C. OWNER OTHER BARRIER WHICH LXTTINDs MORE THAN 12' ABOVE THE WATER SURFACE AT THE POOL EDGE
BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED " 24" MIN PERMANENT CONTINUOUS GRAB BARS, HANDRAILS, OR OTHER APPROVED EQUIVALENT DEVICES
INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM 1. KEEP T TUR ETE (LIGHT )DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. SHALL BE INSTALLED WITHIN 12' OF THE WATER SURFACE SUCH DEVICES SHALL BE CAPABLE
^� 2 DO NOT TURN ON LIGHT (WHEN POOL N EMPTY.
THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED TRANSITION WALL TO FLOOR 3. DO NOT USE BUCK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). of POC., PER GRASPED.
D BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
LOW POINT WHERE REQUIRED BY HIGH WATER TABLE REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL STEEL AND THICKNESSSECTION
TYPICAL LONGITUDINAL SECTION4 BUILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT 9" & LARGER
BOND BEAM PER TABLE 5"-8" 2" 2" PROVIDE ADEQUATE DRAINAGE BRICK T PRECAST
�•� � BOND BEAM PER BEHIND POOL WALL � CONCRETE COPING.
NO. 1 & DETAIL 112-3.I I 4'-0• MIN. TABLE NO. t & NOTE:
LEVEL TOP Of GUNITE DETAIL 2 i BAR O 24' O.C.', z 9 1/2' w --�D AND/INR
T� '* '1• r W/ GROUT &PLACE GROUT ALL CELLS EXPANSION JOINT & to 12 j o 4TH BR BY THE USE OF THIS PLAN
d 'r a #15 FEIN OR 4 MIL DECKING F- ELECTRICAL _
r _ NT RREo E S0� I ` LocaTloN MAY THE USER ACKNOWLEDGES
(2) J.3 Q (4) f3 VISQUEEN ON TOP. 'd.BOX. I IFOR TCOPINGG < 'I VARY TO
BARS. BARS. 1 II PER DETAIL #8 a y PROVIDE THAT HE HAS READ AND
5 1/2" < o i" MIN COPING z 8' MIN. ABOVE DECK, WATER = !I__ ° o I M B t/2E UNDERSTANDS ALL OF THE
X #3 BARS L j3 BARS E -LINE OR FLOOD LINE WHICH I ii
[,BARS a = 12"�O.C. 1" ClR' 12. O.C. EVER IS GREATER. M to M ~ 1 DEl2KNG. I i d PARALLEL
Ha 12' D.C.
SPA LIGHT r ROUND r Q Z I anRf3 _ NOTES INCLUDED HEREIN.
a L EA WAY. EA WAY. HORIZ. STEEL w ``' TILE BARS.
-� EACH WAY. 3" h ALL PIPES. - I r - m fD .
SKIMMER BARS O 1 to _ I- a THIS PLAN IS THE
0.R. �H. 4 �H. I COVER. Wl - - I I- 12" O.C. a � '- 6' BLOCK `° - BOND BEAM PER TABLE
EQ. EQ LWATER WATER !I L,I II_ fm=1500 psi NO. 1. WORK OF THE ENGINEER AND
REINFORCING PER ° LINE. UNE. (3) Hi3 BARS V�V I I I 1 11 ILS I w BOND BEAM d ~ I I I
DETAIL #t0. NOT MIN 24 . I z MAY BE O 3• - 3" CLR• 13 BARS ®t2' O.C.SHALL NOT BE REPRODUCED,
REQUIRED IF 6" MIN. LACI ° BEND BOND �\� _ W +0" ALSO. <- PLASTER COPIED OR OTHERWIS
CLEAR PROVIDED. 5' MIN. -� • SKIMMER �' I Q l T - 3' CLR. WITHOUT THEIR WR N
BEAM UNDER �� v I
to
z WATER VERTICAL
AROUND ALL L ^ a \ UNE STEEL W/ i BOND BEAM 8' PRECAST
BRICK TNG PERMISSION.
24" MIN. LAP /t VERT. STEEL 12" MIN. I- PER TABLE
NOTE: I I INTO SPA =1 I SEE TABLE EMBED. N0. 1 &
PROVIDE (2) ANTi-VORTEX DRAINS. ONE LOCATED IN OR POOL #3 BARS I I (2) #3 7 BARS II I I �`�\ FIXTURE N0 11 (2) #3 BARS
SPA FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3" O 12'0-C. -1 N i18 COPPER r \ LENS t 3" CUR. ZONTAL 11
NOTE:
ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY EA WAY. �I�Iii SECTION AT SKIMMER GROUND WIREI STEEL #3 BEND ROCK
BOND BEAM HORIZONTAL BARS MAY
CODE. SEE ELECTRICAL AND PLUMBING NOTE 8. L / INDICATES 44" MIN. TRANSITION WALL BARBS O VERT STEEL �� VENEER QR SS/
L.24' N.E.C. OR C.E.C. ® TO FLOOR STEEL AND THICKNESS. 12" O.C. 45' OR 90'. V HILL : BE OVER OR UNDER VERTICAL BARS.
SPA DETAILS MAY BE USED POOL MIN. APPROVED CONDUIT.
SPA DETAILS - FOR SPAS WITHOUT POOLS. 7 LAP TABLE NO. 11: BOND BEAM -�\` A PLASR
(2) /3 5• RECESSED TOTAL HEIGHT a NORMAL POO. DEPTH (D) + HEIGHT OF RAISED BOND BEAM. PER TABLE F TER I ROCK O
�
° BARS EACH LIGHT.
CITY OF 4'-0" MIN. IMPERVIOUS DECK - - - -d- WAY AROUND MIN.
LOS ANGELES NICHE 3" CLR.
6' MIN. • APPROVED SEALANT
DEEP REQUIRED SLOPE 1/8"-1/4' PER FOOT i/Y MiN DEPTH II-Ilr IIIA'
NOTE:1 < DRAIN °
i 2 EXPANSION JOINTS a O (3) /3 BARS.
NOTES
REQUIRED IN DECK _ TI 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE
7I _ TO BRASS CONDUIT TO POOL REBAR, OR NON-METALUC
�+ & m I _ I LSATURATiON 0 10' 0' D.C. & I 1 ° d CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER
- 0 0 8 RECOMMENDED PRIOR HI III III 3' CUR. WiRE INTERIOR W/ APPROVED POTTING COMPOUND
I RE POURING DECK. REMAINDER OF JOINT 11 TYPICAL-� M 5" MIN. PER THE N.E.C. OR C.E.C.
I a IN STYROFOAM OR OTHER =j I T 2 SWIMMING POOL LIMING FIXTIM SHALL COMPLY WiTH
` L -
FOOTING RECOMMENDED EXP. MATERIAL CONCRETE SHALL NOT TOUCH -� PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS
R VENTURA COUNTY 6' FOR EXPANSIVE SOLS. COPING OR BOND BEAM. FOR LOTTING FIXTURES UL STANDARD 676.
15" DEEP REQ
TOTAL HEIGHT - H
2'
3'
4'
5-
6'
7' 1
8' 1
9-
10'
ll'-
1'NON
NM-EXPANSIVE
EXP
SEE VENTURA CO. MIN DECK
5/,"6"
SKIMMER DETAIL
6"
6"
61�
8"
91/,."11
"
12"
12"
SOL
REOMTS ARENOT MET USE
. .
TI IN NOTES
RRESIDS .
E.F.P, =
VERTICAL
#3
#3
#3
#3
#3
#3
#3
#3
#3
#3
30 P.C.F.
STEEL
012"
012"
M 2
06"
06"
06.
06"
®6"
"
p�A NSIVESOIL
t
51�
6"
6"
7"
8'
9'
10"
1 0',f 1
111
11'
E.F.P. =
VERTICAL
#3
#3
#3#3
#342375 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES
#3
#3
#3
#3
#3
#3
45 P.C.F.Fl
012"
012'
D1 2
06"
04"
04"
03"
03"
03"
03'
HOLY NO pK
t
51/"
6"
6"
7"
8"
9"101,,4,-"11"
12"
2'
E.F.P. =
VERTICAL
#3
#3
#3
#3
#3
#3
#3
#4
#4
#4
62.4 P.C.F.
FEEL
12"
012"
06"
06"
04'
03"
03"
04"
03"
03"
No. 1. BRICK NOTCH Cc 0, 7 56 z
rn
�I.LOW 200(Xb. MAX LIVE & DEAD
OPTIONAL WOOD POST FOR
ATTACHED PATIO STRUCTUREE-�r-r- 9 Cl V I
I i LEVEL TOP OF BOND
ROCK ON BOND BEAM. i I BEAM WITH GROUT & ®FCALiF®
GALV. SEMPSON POST BASE PLACE 15# FELT OR
BOND PER ELECTRICAL 1 1 4 MIL VISQUEEN ON
& PLUMBING NOTE 2 TOP OF BOND BEAM.
MASTIC PLAN VALID ONLY WITH WET
CANTILEVER _ uSTAMP & ENGINEER'S SIGNATURE
31/2• MIN. II ° �' CO CRETE IN RED INK ON PLAN.
CONCRETE DECKING. AUTHORIZED SIGNATURES:
RONALD L LACHER, P.E.
AARON JLAi HER ' P E'
EXPANSIVE SOIL DETAILS
IN SOILS MIN
I J
SEE VENTURA CO. MIN DECK
8
SKIMMER DETAIL
r9i
SECTION AT LIGHT
10 RAISED BOND BEAM
11
BOND BEAM DETAILS
12
REOMTS ARENOT MET USE
. .
TI IN NOTES
RRESIDS .
TODD L
STANDARD PLAN
APPROVALS:
SAN BERNARDINO
KERN COUNTY: #213
#06-08762-225A-01 CITY OF FRESNO: P-00-Ot REQ'S SUPPLEMENTAL NOTES
STANDARD POOL
POOL
Ron Lacher, R.C.E.
1201 N. Tustin Ave.
�M CITY OF LOS ANGELES:
#268
RIVERSIDE COUNTY.
#342375 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES
engineering
CITY OF ONTARIO:
APPROVED FOR 97 UBC
ORANGE COUNTY:
#SW -05-0390 SHOTCRETE/GUMTE PER C.B.C. 10..19-A-4 SEVERE EXPOSURE, IF NO TEST PERFORMED
9 9 Anaheim, California 92807
SAN DIEGO:
VALLEY:
MP #92
LOS ANGELES COUNTY:
#26077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE
STRUCTURAL PLAN
Fax: (714) 630-6114
SIMI
SP1 REVS SIMI VALLEY NOTES ATTACHMENT
VENTURA COUNTY:
#6-99 REQUIRES ATTACHMENT OF VENTURA COUNTY BARRIER REQUIREMENTSInc.
Phone: (714) 630-6100
SANTA CLARITA:
1306 REQ'S SUPPLEMENTAL NOTES
CITY OF BEVERLY HILLS:
#13 CONSTRUCTION TO BE PER 2001 C.B.0 AND BE•VERLYr11ILLS MUNICIPAL CODE ARTICLE 6
STANDARD POOL STRUCTURAL PLAN
COPYRIGHT 2006, POOL ENGINEERING INC.
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Bin #
-city of La Quinta
Building U Safety Division
Permit i{/r[1P.O.
Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 77777012
Building Permit Application and Tracking Sheet
Project Address: Z
Owner's Name:
A. P. Number:
Address: 521 J
Legal Description:
City, ST, Zip: LA, QJ�OTA GA 1P55'3
Contractor:
J
Opts Telephone:'
Address:
A�ZC,> Vt5:
r,
Project Description: C �`
.City, ST, Zip: T
CA
Telephone: ♦
�JFi
State Lic. # :
City Lic. #:
Arch., Engr., Designer:
Address:
City,, ST, Zip:
Telephone:
Construction Type: Occupancy:
State Lic. #:
Pro ecf type (circle one): New Add'n Alter Repair Demo .
Name of Contact Person:
Sq: Ft: #Stories- #Units:
Telephone # of Contact Person:
Estimated Value of Project: Qp p
APPLICANT:
DO NOT WRITE BELOW THIS UNE
#
Submittal
Req'd
Recd
TRACKING .
PERMIT FEES
Plan Sets
Plan Check submitted
Item Amount
Structural Calcs.
Reviewed, ready for correctionsPlan
Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy .Calcs.
Plans picked no
Construction
Flood plain plan
Pians resubmitted
Mechanical
Grading,plau
V Review, ready for correctionskssue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
$.M.I.
H.O.A. Approval
Plans resubmitted .
Grading
IN HOUSE:
3" Review, ready for correctionstissue Developer Impact Fee: ;
Planning Approval
Called Contact Person A.I.P.P.
Pub. Wks. Appr
Date of permit issue.
School Fees
...: .. ..... . . ....:... . ..:........ .: ::::
• ....,:. ........:
.:., ...::.: .....Total Permit Fees.. ..