BPOL2017-019078-495 CALLE TAMPICO
`may' °& 409!Kz
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype:
POOL/PRIVATE
Application Number:
BPOL2017-0190
Property Address:
78835 BAYBERRY LN
APN:
604405001
Application Description:
SYDNEY RESIDENCE / SPA ONLY
Property Zoning:
Application Valuation:
$32,900.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
ALICIA SYDNEY
78835 BAYBERRY LN
LA QUINTA, CA 92253
Date: 11/16/2017
Applicant: ) J (� u Contractor:
MELO POOLS INC U MELO POOLS INC
77-530 ENFIELD LN BUILDING C A 20�� 77-530 ENFIELD IN BUILDING C
PALM DESERT, CA 92211 NOVN it PALM DESERT, CA 92211
CITYOFLACWINTA (760)341-3505
COMMUNRYDEVg0WVNJT p.RTMEN7 llc. No.: 954374
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 Professions Code,
and my License is in full force and effect.
License Class: 533License No.: 954374
Date: A moi/ / 7 Contractor:
OWNER-BUIL'UER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 763 1.5,, 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 c
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.).
(_) 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.).
(_J I am exempt under Sec. B.&P.C. for this reason
Date:
Owner:
WORKER'S COMPENSAMON DECLARATION
I hereby affirm under penalty of perjury one o* 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 wor for which this permit is issued.
e% I have and will maintain workers' ccmpensation 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 insuranca carrier and policy number are:
Carrier: FALLS LAKE FIRE AND CASUALTY COMFANY Policy Number: FLA004485
I certify that in the performance of -he work for which this permit is issued, I
shall not employ any person in any manner so 3s to become subject to the workers'
compensation laws of California, and agree thm, if I should become subject to the
workers' compensation provisions of Section 3 700 of the Labor Code, I shall forthwith
comply with those provisions.
Date: Z % Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMIML 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. Building Official 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 ownek 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 appliction 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.
CONSTRUCTION LENDING AGENCY I certify that I have read this application and state that the above information is correct.
I hereby affirm under penalty of perjury that there.is a construction lending agency for I agree to comply with all city and county ordin 3nces and state laws relating -to -building
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). construction, and hereby authorize representatves of this city to enteriip~ e
above-mentioned property for inspection purpcses.
Lender's Name:
Date: 7�,Signature (Applicant or Agerit):
Lender's Address: If
' Dater 11/16/2017
Application Number:. BPOL2017-0190 Owner-
Property
wnerProperty Address: 78835 BAYBERRY LN ALICIA SYDNEY
APN: 604405001 78835 BAYBERR} LN
Application Description: SYDNEY RESIDENCE / SPA ONLY LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $32,900.00
Applicant: Contractor:
MELO POOLS INC MELO POOLS INC
77-530 ENFIELD LN BUILDING C 77-530 ENFIELD -_N BUILDING C
PALM DESERT, CA 92211 PALM DESERT, CA 92211
(760)341-3505
Llc. No.: 954374
Detail: ADD SPA TO EXISTING POOL. THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT
PRE -PLASTER INSPECTION. PER 2016 CALIFORNIA BUILDING CODE-.
�7 37
7 73
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT
BSAS SB1473 FEE 101-0000-20306 0 $2.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA
101-0000-42404
0
$195.05
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA PC
101-0000-42600
0
$106.11
Total Paid for POOL•/ SPA: $301.16
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMEMT FEE: $10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMEMT FEE: $5.00
-- -- .------- ---
Project Address:
Pf
PERM � IT I I '-U ( l U
PLAN LOCATION
Project Description: Pool, Remodel, Add't, Elect, Plumb, I\4ech
APN
Address:.��
-ity, St, Zip
/t— q MA
City, St, Zip P
Bedrooms:
C ZZ
1 �S DD
`
Applicant Namc:
Patio/Porch SF
Email: dl S�
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Address:
LA
City, ST, Zip: r LJ�-A�
Telephone:..
Email:
/1
Valuation of Project
Contractor Name: m;
Construction Type: Occupancy:
New SFD Construction:
Address:.��
-ity, St, Zip
Conditioned Space SF
City, St, Zip P
Bedrooms:
C ZZ
Garage SF
Telephone: `760 2C (
O
�
Patio/Porch SF
Email: dl S�
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Fire Sprinklers SF .
State Lic: City Bus Lic:
krcth/Eng Name:
Construction Type: Occupancy:
address:
Grading:
-ity, St, Zip
Construction Type: Occupancy:
f elephone:
Bedrooms:
Stories:
Units:
:mail:
;tate Lic: City Bus Lic:
'roperty Owner's Name: CU6
New Commercial /Tenant Improvements:
,ddress: ��
Total Building SF
ity, ST, Zip Z
Construction Type: Occupancy:
elephone:
Mali:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
a
I EX.
SELF-CLOSING SING
SELF-LATCHIN(
GATE
EX. ELE(
GAS ME'.__
--------�------f- 2"DIAM. PVC SUCTION LINE
2" DIAM. PVC RETURN LINE
2" DIAM. PVC SPA AIR LINE
Important Notice - Underground Service Alert
• wi
•
Know what's BELOW
CALL 811 before you dig
BAYBERRY LANE
PLOT PLAN
SCALE 3/32"=1'
EXISTING
HEATER
NEW BOOSTER
PUMP
EXISTING
CIRCULATION
PUMP
EXISTING
POOL EQUIPMENT
POOL PLAN
SCALE 1/4"=1'
I
r
* PICTURES FOR REFERENCE ONLY
* PICTURES FOR REFERENCE ONLY
* PICTURES FOR REFERENCE ONLY
ti^
* PICTURES FOR REFERENCE ONLY
MATERIAL LEGEND
SYM
DESCRIPTION
MANUFACTURER / SPECIFICATIONS
10
SPA INTERIOR FINISH
PEBBLE, COLOR AND SIZE TBD
20
SPA TILE
TILE, COLOR TBD
O
SPA COPING
CONCRETE LIGHT BROOM FINISH
(�
SPILLOVER FINISH
TILE, COLOR TBD
l o l
SPA EXTERIOR FINISH
TILE, COLOR TBD
SPECIFICATIONS
TYPE: GUNITE (EXISTING) SIZE: 38' x 11' W DEPTH 3'-6" TO V -0 -
POOL ONLY: SURFACE AREA: 410 SF PERIMETER: 93 FT
VOLUME: 12 510 GAL
POOL (EX) & SPA (NEW) SURFACE AREA: 446 SF PERIMETER: 117 FT
COMBINED:
VOLUME: 12 947 GAL
FILER: EXISTING SIZE: GAS LINE: FM
CIRCULATION PUMP EXISTING SIZE:
JETS PUMP PENTAIR SIZE: 2 HP SUPERFLO
HEATER: EXISTING SIZE:
SALT WATER SYSTEM:
CHLORINE SYSTEM:
POOL LIGHTS: EXISTING
SPA LIGHTS: (1) AMERICAN WHITE PENTAIR
CONTROL SYSTEM: PENTAIR EASY TOUCH 4 FUNCTION
SAFETY FEATURES
ALL ANTI -ENTRAPMENT COVER INSTALLATION MEETING CURRENT
STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND
MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL
ENGIONEERS (ASME).
ELECTRICAL
EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO
ELIMINATE VOLTAGE GRADIENTES IN THE POOL AREA'AS PER CEC ART.
680.26.
AL EQUIPMENT SHALL BE SEISMICALLY ANCHORED
2016 CALIFORNIA BUILDING CODE (BASED ON 2006 IBC)
2016 CALIFORNIA MECHANICAL CODE (BASED ON 2006 UMC)
2016 CALIFORNIA PLUMBING CODE (BASED ON 2009 UPC)
2016 CALIFORNIA ELECTRICAL CODE (BASED ON 2006 NEC)
2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS
GOVERNMENT CODE SECTUION 4216.2.(a)(1) EXCEPT IN AN EMERGENCY, ANY PERSON
PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPIATE REGIONAL
NOTIFICATION CENTER, AT LEAST, TWO WORKING DAYS, BUT NO MORE THAN 14 CALENDAR
DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED IN
AN AREA THET IS KNOWN, OR REASONABLY SHOULD BE KNOWN TO CONTAIN SUBSURFACE
INSTALLATIONS OTHER THAN THE UNDERGROUND FACILITIES OWNED OR OPERATED BY
THE EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WITH WHITE PAINT
OR OTHER SUITABLE MARKING AREA TO BE EXCAVATED.
SAFETY BARRIER REQUIREMENTS
I PER S1VIMWNC•POOL SAFETY ACT 115920 OF THE CALIFORNIA HEALTH AND SAFETY
CODE EFFECTIVE 1-1-2007
Construction il _ a ERFAIITTEC CONSTRUCTION HOURS
on the fo;Io int~ Cc -de Holidays:
I OCTOBER 1 THROUGH APRIL 30 MAY 1 THROUGH SEPTEMBER 30
Nei^r Year's; Cay
Dr. ;v"air, �Gther KingJr. Day
President's Lay Monday - Friday: 8:00 a.m. - 5:00 p.m. Monday - Friday: 8:00 a.m. - 5:00 p.m.
Memorial 0, y Saturday: NOT ALLOWED Saturday: NOT ALLOWED
Irldepende6ce Day Sunday: NOTALLOWED Sunday: NOTALLOWED
Labor Da Government Code Holidays: Government Code Holidays:
y NOT ALLOWED NOT ALLOWED
Veteran's Cray
Thanksgivit?g Day
ChrlstmaS Day EXIT ALARMS TO BE INSTALLED IN ALL DOORS WITH DIRECT ACCESS TO THE
POOLAREA
CONDUIT AND GAS LINE SHALL BE 18" BELOW GRADE
NO OVERHEAD UTILITY SER ICE LINE EXISTS
ISS FL®0� T p�T LITj ®$BLFgV1C(LOSI G, SELF -LATCHING (LATCH TO BE 54" ABOVE
A llv L �C�1�4 . LING UTWARD AWAY FROM POOL/ SPA.
CERTIFICATION B CHEER IS
OTT YOR `'R g 10R -
T O� iSpECTION OBLIG TIONS OF BUYER
r
FOUzv DATI 1. APPROVE POOL AND ONS AND VERIFY LOCATION OF PROPERTY LINES
IF REQUIRED, THE OWNER SHOULD PAY FOR RE-ROUTING OF OVERHEAD OR
UNDERGROUND UTILITIES.
3. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS INCURRED DUE TO
UNDERGROUND OBSTACLES, ROCK OR WATER.
4. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS INCURRED DUE TO
n`SON SOIL WITH INADEQUATE BEARING CAPACITY. 5 IF REQUIRED
NA EQUA E
OWNER SHOULD PAY FOR ELECTRICAL PANEL CHANGES IF EXISTING
EC APVICE
RE \NSP �,ED w 6. IF REQUIRED THE OWNER SHOULD PROVIDE FENCING AND WINDOW GLAZING TO LOCAL
A gE0\1AR , OAR,- AR DD D CODES.
vvv
NMELO'S POOLS AND SPAS INC. IS NOT RESPONSIBLE FOR UNDERGROUND
ANE �OR A SCN� 7 CONDIOT AGREE THAT ONS, ANY DAMA E TOC RBS, SIDEWALKS, DRIVVWA S, LAWNS, SPRINK ES,
,�NS4EcjoN a�EP�\DNS, LIGHTING OR OTHER ITEMS IN THE ACCESS AREA.
1N NQ OWNER APPROVES PLAN, POOL AND EQUIPMENT LOCATUIONS AND HAS READ THE
OBLIGATIONS AND NOTICES ABOVE.
',SIGNATURE (S) DATE:
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;�JN� �i�`O�asO REVISIONS A j1 _,j
►PNP��\��oa �5�@�;�`�\ �P\ �`� \\\AONER �:3� P•ffi•
to
\esz
RES OO ass m.
�t�Oa(O�2G �o�A� t\ O DESCRIPTION ;Ii+ a.1SRTE0 p•
Noue
CON�r v 3 - v n•rr1, t0 .1Y1•
SCe AS SHOWN
4 4 � �,;Ce L gioUdays
DRAWN BY: A. S.
5
6 APPROVED BY: A. M.
DATE: 11/13/2017
SPA PLAN SHEET No.:
P-1
1
NOTE:
BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
BOND BEAM HORIZONTAL BARS MAY BE
1 UNDISTURBED EARTH M
AY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8" TO OVER OR UNDER VERTICAL BARS,
SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). WOOD FRAME BUILDING 1/4" PER FOOT AWAY FROM POOL. TYPICAL INCLUDING ALL SPECIAL DETAIL
2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN (2 -STORY W/ SLAB ON
THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL GRADE or 1 -STORY W/ APPROVED SEALANT RECOMMENDED (PER
BASIC GRID #3 CRAWL SPACE) DETAIL #8). REQUIRED W/ EXPANSIVE SOIL.
TABLE 1 TABLE 5 1500 //1"007 MAX.
r.1 BARS 0 12' O.C. COPING
BOND BEAM
DECKING. MINIMUM A WATER SURFACE. ---- DRAIN
TABLE TABLE TABLE ••� SEE TABLE #1 &DETAIL #12.
WIDTH PER LOCAL B APPROX. 3" BELOW i
BUILDING CODE. E F G BOND BEAM. ,w N ry " • �l
N
J
-, -_ 3' 0" MIN.
K HoaJ
NO R.B.B. o V) COPING w 3" a `01 F
}� i- ,n a m .; ,- v z CLR. N X Q
'I
a {.... I.... { C=Io BENCH/STEPS - - - - <
T- a SEE OPTIONS 1Of
a j r -i- -- { ABOVE J 1 �� UNDISTURBED SOIL D o N
r }_._....1._. ) .. L._T_..i. ... t. L...e.....i....�.....! ....... A F 1500 PSF MIN. ao
a 1 1 1 1 i i1 I f I l i f j I J I BEARING VALUE.
_ Z
I 1 INFLUENCE LINE 1
I
UNDER- --- _ ISI FOR FOOTING 'C' SHOTCRETE COVER 5�
v
WATERSURCHARGE i
€
'
�
T0
BE CHAN
G
ED
UNIFORMLY. PER C
DETAIL #10. i
C,
�P0J
�
,1
P0
ADD #3 0 12" O.C. �"' SEE TABLE 1
l I S LONGITUDINAL 0 TRANSITION ACTUAL DIG UNE MAY:
" FOR EXP. SOILS. VARY, LOCATE STEEL f ,
1 k Ia ! ,. TYP. FLOOR 3" CLR FROM EARTH
STEEL BASKET IS NOT REQUIRED SURCHARGE CONDITION:
_Y€ 6" THICK MIN. SHOTCRETE (GUNITE) USE TABLE 1 SCHEDULE 'D', VERTICAL STEEL. 24" MIN.DRAIN PIPE SHALL NOT It
ENCROACH INTO GUNITE SHELL W/ #3 BARS 0 12" O.C. (BUILDING SURCHARGE) WHEN SEE TABLE 1 ""/ EXTEND WALL
EACH DIRECTION .�
SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR.
CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. #3 BARS 0 12' O.C. (30' MIN. FOR TABLE 5G)
PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH HYDROSTATIC VALVE AND ROCK
ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL
ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL (RAISED OR NOT RAISED)
S•
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH EXP.
BUILD'G SURCHARGE
A
B
C
D
NL
(3) #3 BARS.
ie
(4) /3 BARS.
(!i
(i
E.F.P.
30 P.C.F.
45 P.C.F.
62.4 P.C.F.
45 P.C.F.
D R
C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
3'0" 1'- 3"
3"
#3 0 12"
3"
#3 0 12"
3"
#3 0 12"
3"
#3 0 12-
3'6" 1'-#-3
2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY
3"
3"
3"4
0" 1 -
STANDARDS DS COD AND LOCAL ORDINANCES.
E, 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
3"
4"
4"
4 6" 1 -
7'6' 51/2"
3t%"
5"
5"
5'0" 1'-5"
3"
#3 0 6"J4-
- - =
10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
#3 0 6"
- - -
_.. _
5"
#3
- -
-
0 6"
-
5"
#3 0 6-
- -
5'6" 2'-0"
3"
5"
.
5 t'
6'0" 2'-S"
3"
PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED LOCAL CODES, THE LOCAL CODES SHALL PREVAIL
6"
5t%-
6'6" 3'-0"
3"
4t%'
7"
6%'
7.0" 3' 3-
3'
5"
8"
7%'
7'6" 4'-')"
3^--
3"
8'0" 4'-3•'
6"
9"
811
816" 5'-0"
3"
6"
9"
8%"
INDICATES TYPICAL RADIUS ACTUAL RADIUS
( NO DECK OR HIGH
MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL
12-11
1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION
PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY UNE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS.
I
{
SLOPES AND STRUCTURES. IN SAN BERNARDINO COUNTY POOL APPROVED FOR PRIVATE 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL
BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT.
4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
7• POOL/1HEACPCTER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE
POOL LOCATION SHALL COMPLY WITH THE SAN BEFNARDINO COUNTY ZONING CODE A. THE BOTTOM EDGE OF THE GLAZING IS ESS THAN 60" ABOVE ANY STANDING OR
2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE WALKING SURFACE.
62.4 P.C.F.
RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE
2
CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD CONTINUOUS SHOTCRETE INSPECTION
1
POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY THE CONTRACTOR THE
VERTICAL
STEEL
OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL WERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
IN AL
#3 0 12"
W
ENGINEERING DETAILS PRIOR CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
REGARDING DESIGN E.F.P.GE
FOR POOLS.
T INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES
ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC.
8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH
RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. AMONG OTHERS REQUIRE CONTINUOUS INSPECTION:
3"
A. THE CITIES OF: BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON,
3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE HERMOSA BEACH, IRVINE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS,
CONDITIONS AS SHOWN IN DETAIL APPLY (PER CBC SECTION 1808.7.3). ALL POOLS
4'6" 3"
C LAKE ELSINORE, LONG BEACH, LOS ALAMITOS, MISSION VIEJO, NORCO, SEAL BEACH,
SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3.
4 THET STANTON, TUSTIN, VILLA PARK, WESTMINSTER, MORENO VALLEY, BELLFLOWER,
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
ICABLE TO YORBA
NON- LINDA, SAN DIEGO, SOUTHGATE, MONROVIA &ONTARIO
STRUCTURAANDARD OL�TEMTSINCLUDNG BUT RAL PLAN INOT LIMITED S NOT DTO PLUMBING, ED TO BE ELECTRICAL (FOR SPECIAL CASES).
PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM
FENCING, CONCRETE DECKING AND POOL GEOMETRICS. TITLE 24
SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS,
AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF
THE SITE PLAN.
5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
5"
DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE
EXPANSION.
SURCHARGES NOT COVERED BY THIS
BUILDING ENERGY EFFICIENCY STANDARDS.
6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2016 EDITIONS OF THE CALIFORNIA 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE
6"
BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL INSTALLED BEFORE THE PUMP.
2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY
CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2016 3. ALL ELBOWS SHALL BE SWEEP ELBOWS.
6,6„ 4"
BUILDING ENERGY EFFICIENCY STANDARDS, 2016 CALIFORNIA GREEN BUILDING 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EOUIPMENT:
81,
STANDARDS DS COD AND LOCAL ORDINANCES.
E, 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
6"
7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH,
8"
GEOMETRIC STANDARDS AND/OR LOCAL CODES. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
7'6' 51/2"
8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
8"
9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 4.2. SYSTEM IS INSTALLED WITH:
7"
ASSISTIVE DEVICES FOR THE DISABLED. A) AT EAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING.
8,6. 7t1h^
10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
BUILDING OFFICIAL CITY OF SANTA CLARITA SPECIAL NOTES
SITE. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE 4.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR PERMIT OFF PEAK OPERATION.
10%"
RESIDENTIAL REGULATIONSPANDSOR MAAN MANUFACTURERS RECOMMENDATIONS. STATE AND LOCAL HEALTH DEPARTMENTS FENCING AND BARRIERS
SURFACE. AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM
ELECTRICAL AND PLUMBING 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
11
HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE
1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2016 CEC. SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES
11"
2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN THROUGH FENCING SHALL OPEN AWAY FROM THE POOL MAXIMUM VERTICAL CLEARANCE
ACCORDANCE WITH CEC 680.26(8). BONDING TO PERIMETER SURFACES SHALL BE FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
11'0" 9"
PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED LOCAL CODES, THE LOCAL CODES SHALL PREVAIL
11"
TO THE POOL REINFORCING STEEL OR COPPER CONCUCTOR GRID AT A MINIMUM OF 2. WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE CBC
BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T"
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
EXPANSIVE
WALL DOES NOT REQUIRE
SURCHARGE DETAIL)
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL
BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
D IS DISTANCE DOWN
FROM TOP OF POOL WALL. BUILDING FOOTING
SURCHARGE (IN COUNTY OF
L.A. USE DETAIL 271-60)
FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT.
4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
7• POOL/1HEACPCTER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE
SECTION 3109, INCLUDING LOCALLY ADOPTED AMENDMENTS.
A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE
LOS ANGEES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL
BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING
POOL SITE PLAN.
COUNTY OF LOS ANGELES SPECIAL NOTES
62.4 P.C.F.
TYPICAL LONGITUDINAL SECTION N•T•s•
2
REFER TO OF N'T•s•
STANDARD WALL SECTION IN THE COUNTY OF GRAN
1
C
VERTICAL
STEEL
3'6" 3"
#3 0 12"
W
3"
REGARDING DESIGN E.F.P.GE
FOR POOLS.
3"
8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH
1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
3"
4"
4'6" 3"
SPECIAL DETAIL REQUIRED TOP OF
WHEN LESS THAN 10' SLOPE
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
NOTE
WHEN ACTUAL SITE CONDITIONS EXCEED
THE LIMITATIONS BELOW OR ADDITIONAL
PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM
ANSI/APSP-7 AND 2016 CBC SECTION 3109.4.4.8.
9. A PRESSURE VACUUM BREAKER BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON
ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.5.20
SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS,
AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF
THE SITE PLAN.
#3 0 6"
_.-......_
- -
5"
(SEE GENERAL NOTES #3)
SURCHARGES NOT COVERED BY THIS
BOND BEAM PER BEHIND POOL WALL.
6"
6'0" 3%-
2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY
7"
PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 z 4" PER
SURCHARGE DETAILS ARE REQUIRED. 1 �' FOOT.
SPECIAL DETAIL REQUIRED
WHEN LESS THAN POOL DEPTH OR H/4IA,� m 0 w (1) #4 ®TOP
_ (7.5 MAX. H/4) - a o
SPECIAL DETAIL REQUIRED w m -WATERPROOFING RECOMMEdDEO.
Z o 0
WHEN LESS THAN H/6 HORIZ. STEELto m 0 6" C.M.U. W/
(10' MIN., 20' MAX.) BARS 0 12" O.C. N �a #3 VERT. BAR 0 24" O.C.
a w O SOLID GROUT.
POOLS SHALL COMPLY WITH SLOPE ALTERNATIVE BOND-�F- ,, d
BEAM LOCATION r:.. • P I T;x
SETBACKS PER CBC SECTION 1808.7.3 "M BOD BEAM
t- WATER
VERT. SmLINE. STEEL
a - ADDITIONAL SPECIAL DETAILS SEE TABLE 5, VERTICAL
MIN. EMBED.
W/
SURCHARGE CONDITIONS REQUIRED FOR CONDITIONS ABOVE N.T.S. 3 SCHEDULES t~ F OR G eTX-TYP. HORIZ. STEEL
3' 'C'
REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' 1- L 1113
Z) AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) - CUR.
0 BEACH . ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES:
a (GUNITETHICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE U (NON -MOISTURE
:<,M; uN�; m.,„ ,., APPROPRIATE
RIATE WALL
SCHEDULE. TM n sP.a TM- r' CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND
o z
ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF f'm = 1500 psi.
H `[. POOL FLOOR THICKNESS 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH £c=2,000 PSI.
' MAY VARY TO ACHIEVE o 3. MORTAR SHALL BE TYPE M WITH £c = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC.
U DESIRED WATER DEPTH.2103 & ASTM C 270.
NON -EXPANSIVE
E
EXPANSIVE
NO DECK/HIGH EXP.
F
G
E.F.P. 30 P.C.F.
45 P.C.F.
62.4 P.C.F.
D C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
3'6" 3"
#3 0 12"
W
3"
#3 0 12"
W
3"
#3 0 12-
2"4
W
0" 3"
4'0"
3"
4"
4'6" 3"
ft
SPACING ISAT BARS 4
# 18 O.C.. SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE
4. THE FLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS
5'0" 3"
1 #3
..............
..
0 6"
--
._.
31h_
#3 0 6"
_.-......_
- -
5"
#3 0 6"
..............
5.6" 3"
4"
6"
6'0" 3%-
5
7"
6,6„ 4"
6"
81,
7'0" 5"
6"
#3 0 4"
__ __ . _.._
_. _ -
8"
#3 0 3-
... .. .__.
.. ..
.... . _._
-.
7'6' 51/2"
6"
8"
810"- 6%"
7"
81%2"
8,6. 7t1h^
BUILDING OFFICIAL CITY OF SANTA CLARITA SPECIAL NOTES
9'0" 8
9
10%"
9'6" 9"
SURFACE. AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM
10"
11
1010" 9"
11"
12"
11'0" 9"
11"
12%"w
SEE STRUCTURAL NOTE #1nmvc Al MIN. Pc = 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45
2. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON
SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION.
SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE
UNDISTURBED OR 90% COMPACTED SOIL rJ NOTES HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. S
NOTE: BOND BEAM PER TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
SPA AIR -LINE 6"-8"
MAY BE LOOPED NO. t &DETAIL #12. 2" ` CONCRETE COPING. IDEAS, DETAILS, NOTES &SPECIFICATIONS EITHER COPIES
.. " .,4 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
INTO SPA BOND cit a „., M w • . ;`a ^--,� EXPANSION JOINT & SEALANT to 12" t BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL
Z �€ 'j; $ ' € i LEVEL TOP OF GUNIIL MIN. MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
BEAM. MAINTAIN Q o i (2) #3 X 1 (4) #3 BARS REQ D. FOR EXPANSIVE SOILS. <c
z 1 2 1 a _ , W GROUT & PLACE COPYRIGHTED MATERIALS DRAWINGS REPRESENTATIONS,
1" CUR. TO REINF. a BARS. -- / PER DETAIL #8 L PROVIDE 2 1/2"
6' #15 FELT OR 4 MIL. DECKING LISTED ELECTRICAL 'J' BOX. "' CLR. BETWEEN IDEAS DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
o w I THICK X 3 BARS 1" MIN. CLR. COPIES THEREOF TO BE MADE COPIED OR ALTERED BY
¢ # 1 V1SQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER PARALLEL BARS.
13. SPA LIGHT j2" O.C. N AROUND ALL COPING �� 'l ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
EA, WAY. PIPES. C #3 BARS 12" 1G E- LINE OR FLOOD LINE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
irk y ----- O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
a
,,, r,,.•,,F L i, ,, THE USER ACKNOWLEDGES THAT HE HAS READ &
!' SKIMMER BOND BEAM PER TABLE N0. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
EQ. EQ. �C WATER WATER : €F. COVER. W\ ( r . ,.•;,, M., ,- ,. r.v PLUMBING MAY BE LOCATED
REINFORCING PER DETAIL 10. 6^ LINE. 24 UNE. V ( IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL
# LAP (2) #3 BARS 111
MIN. VV IT : 2 1 2 a MAINTAIN t" CUR. TO REINF. 3" BARS MAY BE OVER OR CALLS BY: A.J.C.
NOT REQUIRED IF 6" MIN. c3 Z / "
CLEAR PROVIDED. - v BEND ��
� z COMPACTED � CLR. UNDER VERTICAL BARS.
- ``' CUR. -�
z 5" MIN.��L BOND `�� I FILL77� o oN PRECAST COPING OR BRICK t2" DRAWN BY: T.L.L.
24' MIN. LAP g a AROUND ALL. BEAM °r w \q!� z
CIRCULATION DRAINS: D INTO SPA FLOOR #3 BARS I , la f UNDER - J 07Y `i ®a 8"
IIS - v% \ CHECKED BY: R.L.L.
PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL 0 12"O.C1= (2) #3 'Z' BARS 11 SKIMMER. #g COPPER a \F'O 1 • MSN' a o F #3 BARS BENT
ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE EA. WAY. �� -1 P 5 J co X 2 3 BARS - N 0 48" O.C.
GROUND WIRE \9 a �' O #
ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY r I , o dip N I # •
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM - LAP INTO SPA REINF. SECTION AT SKIMMER �` I-�! � \ \ w 4 VENEER.
SECTION • {'
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR " ""�- C.E.C. APPROVED O� \ _ - o BEND (6) #4 BARS.
12" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT & GFCI FIXTURE Fo - - - oo VERT. STEEL
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: -LAP OUTSIDE BARS INTO POOL REINF. LENS r _ - _ _ �- 3"
PROTECTED CIRCUIT F1. 45' OR 90'. ��OFESS
24" O ` I_ NILE CUR. �O h9
6" RECESSED
SPA DETAILS MAY BE USED '] POOL z MIIN.. (2) #3 BARS MIN. LIGHT. y �9�A J`' ?� BOND BEAM PER NO DECK WITH `�c.4 A.LAP Cpl F2
SPA DETAILS - FOR SPAS WITHOUT POOLS. N•T•s• ` EACH WAY - �P��P TABLE NO.1. -PLASTER EXPANSIVE SOIL CONDITION ONLY
AROUND NICHE. 3" 18" MIN. ow E.F.P. = 62.4 P.C.F. w Z M
<? CLRLAP' TYP.
MPERVIOUS DECK �• �ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY
I�
APPROVED SEALANT EXP, 3-31-1
SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER ;111€' VERT. STEEL WOOD POST FROM s
3 1/2"
PER FOOT DRAIN 1 (2) #3 BARS. #3 0 6" O.C. ;I. CIVIL NVQ
�; O n ATTACHED PATIO COVER
NOTES: 5'-0" DEEP & BELOW. �� MAX. DEAD + LIVE LOAD = 2000 Ib. F0PC4LIF0E�'
o ? 1. INSTALL N0. S COPPER GROUND WIRE FROM LIGHT NICHE TO HORIZONTAL STEEL. OR I I LEVEL TOP OF BOND BEAM
W a t.':. NOTE: 1 BRASS CONDUIT TO POOL REBAR OR NON-METALLIC ROCK ON BOND BEAM.
N J SATURA110N PROVIDE CONTROL JOINTS 31} 3" CUR. -�`� 5" MIN. #3 BARS 0 12" O.C. TYP. I-, I I WITH GROUT & PLACE 15# '�^��
C)
N; \ CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER WIRE ANCHORAGE PER PATIO COVER FELT OR 4 MIL. VISQUEE t
Uj o ( ( RECOMMENDED
WHERE APPROPRIATE. 11 i TYPICAL. TYPICAL INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. I i�
L!' 114 NOTE: PLAN. BOND PER ELECTRICAL ► TOP OF BOND BEAM.
L --I POURING DECK. I 2 SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND & PLUMBING NOTE 2. ` t C1 t TURF
m^ PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS
SEE ELECTRICAL AND 6 REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. IILDI I PLAN.
$ OTHER EXP. MATERIAL CONCRETE SHALL FOR LIGHTING FIXTURES L.L. STANDARD 676. Fr MASTIC 8 -
PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED 3 1/2" MIN. CONC. DECKING. l['�`'�'�^,
EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE �11LE �R (�(7 LACHER, P. .
ADJACENT STRUCTURES.. F OD L. LACHER, P. .
IN EXPANSIVE SOILS MERE MIN DECK ' KR F NADASD
EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.s. 9 SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. .
8 SKIMMER DETAIL N.T.s.
P.E.
STANDARD PLAN APPROVALS: EET:
m CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #6201700014 KERN COUNTY: #K201608935 STANDARD POOL PREPARED IN ACCORDANCE WITH p001 Ron Lacher, R.C.E.
CITY OF ONTARIO: #8201604341 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) 1201 N. Tustin Ave.
SAN DIEGO: MP #351287 ORANGE COUNTY: THE 2016 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807
#SWt40089 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES
SIMI VALLEY: 2016-1 LOS ANGELES COUNTY: #26077-17 VENTURA COUNTY: S.P.A. # 6-2017 (REQ'S PEI 100 -VCO) STRU DTU RAL PLAN (2015 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114
SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 630-6100
1 00
COPYRIGHT 2017, POOL ENGINEERING INC.
STRUCTURAL NOTES ILDING
3. INLOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE ESS THAN
PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% y 1/2 FEET.
COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EOUIVAENT FLUID PRESSURE EQUAL
DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL SUCH AS
CUT -FILL TRANSITIONS. TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE
40 FOR #3 BARS AND 14 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM CITY OF SIMI VALLEY SPECIAL NOTES
=_
CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". 1. SEE THE ATTACHED "CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH
BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER.
THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOLS
"
SPACING ISAT BARS 4
# 18 O.C.. SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE
4. THE FLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS
OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY REPORT (CBC TABLE 1610.1).
GIVEN POINT IN THE POOL STRUCTURE.
5 BONDING/GROUNDING EPRIORTO PLACEMENT OFCONCRETE. ) STRUCTURAL REINFORCING MUST BE
INSTALLED UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES
6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1908 & SHALL HAVE 1. WHERE SITE SPECIFIC SOIL TESTING HAS NOT BEEN PERFORMED:
A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, 1.1. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EOUIVILENT FLUID PRESSURE
SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY (E.F.P.) OF 100 P.S.F.
REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4 -INCH. 1.2, ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 CHAP. 19 & ASTM C 150. STRENGTH (F'c) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO
8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH).
SECTION 19.3 FOR CONCRETE, EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL
BUILDING OFFICIAL CITY OF SANTA CLARITA SPECIAL NOTES
-,
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.' CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL
10.ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF_
SURFACE. AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM
DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE.
11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION
DESIGN INTENT. RADIUS SHALL NOT BE ESS THAN 1 -FOOT AND SHALL NOT EXCEED
5 -FEEL ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM.
OWNER COUNTY OF SAN BERNARDINO SPECIAL NOTES
1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. 1. IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING: POOL CONSTRUCITON SHALL BE BASED
2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT WITH SOIL
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER) SHALL
SEE STRUCTURAL NOTE #1nmvc Al MIN. Pc = 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45
2. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON
SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION.
SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE
UNDISTURBED OR 90% COMPACTED SOIL rJ NOTES HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. S
NOTE: BOND BEAM PER TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
SPA AIR -LINE 6"-8"
MAY BE LOOPED NO. t &DETAIL #12. 2" ` CONCRETE COPING. IDEAS, DETAILS, NOTES &SPECIFICATIONS EITHER COPIES
.. " .,4 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
INTO SPA BOND cit a „., M w • . ;`a ^--,� EXPANSION JOINT & SEALANT to 12" t BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL
Z �€ 'j; $ ' € i LEVEL TOP OF GUNIIL MIN. MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
BEAM. MAINTAIN Q o i (2) #3 X 1 (4) #3 BARS REQ D. FOR EXPANSIVE SOILS. <c
z 1 2 1 a _ , W GROUT & PLACE COPYRIGHTED MATERIALS DRAWINGS REPRESENTATIONS,
1" CUR. TO REINF. a BARS. -- / PER DETAIL #8 L PROVIDE 2 1/2"
6' #15 FELT OR 4 MIL. DECKING LISTED ELECTRICAL 'J' BOX. "' CLR. BETWEEN IDEAS DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
o w I THICK X 3 BARS 1" MIN. CLR. COPIES THEREOF TO BE MADE COPIED OR ALTERED BY
¢ # 1 V1SQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER PARALLEL BARS.
13. SPA LIGHT j2" O.C. N AROUND ALL COPING �� 'l ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
EA, WAY. PIPES. C #3 BARS 12" 1G E- LINE OR FLOOD LINE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
irk y ----- O.C. EA. WAY. EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
a
,,, r,,.•,,F L i, ,, THE USER ACKNOWLEDGES THAT HE HAS READ &
!' SKIMMER BOND BEAM PER TABLE N0. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
EQ. EQ. �C WATER WATER : €F. COVER. W\ ( r . ,.•;,, M., ,- ,. r.v PLUMBING MAY BE LOCATED
REINFORCING PER DETAIL 10. 6^ LINE. 24 UNE. V ( IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL
# LAP (2) #3 BARS 111
MIN. VV IT : 2 1 2 a MAINTAIN t" CUR. TO REINF. 3" BARS MAY BE OVER OR CALLS BY: A.J.C.
NOT REQUIRED IF 6" MIN. c3 Z / "
CLEAR PROVIDED. - v BEND ��
� z COMPACTED � CLR. UNDER VERTICAL BARS.
- ``' CUR. -�
z 5" MIN.��L BOND `�� I FILL77� o oN PRECAST COPING OR BRICK t2" DRAWN BY: T.L.L.
24' MIN. LAP g a AROUND ALL. BEAM °r w \q!� z
CIRCULATION DRAINS: D INTO SPA FLOOR #3 BARS I , la f UNDER - J 07Y `i ®a 8"
IIS - v% \ CHECKED BY: R.L.L.
PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL 0 12"O.C1= (2) #3 'Z' BARS 11 SKIMMER. #g COPPER a \F'O 1 • MSN' a o F #3 BARS BENT
ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE EA. WAY. �� -1 P 5 J co X 2 3 BARS - N 0 48" O.C.
GROUND WIRE \9 a �' O #
ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY r I , o dip N I # •
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM - LAP INTO SPA REINF. SECTION AT SKIMMER �` I-�! � \ \ w 4 VENEER.
SECTION • {'
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR " ""�- C.E.C. APPROVED O� \ _ - o BEND (6) #4 BARS.
12" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT & GFCI FIXTURE Fo - - - oo VERT. STEEL
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: -LAP OUTSIDE BARS INTO POOL REINF. LENS r _ - _ _ �- 3"
PROTECTED CIRCUIT F1. 45' OR 90'. ��OFESS
24" O ` I_ NILE CUR. �O h9
6" RECESSED
SPA DETAILS MAY BE USED '] POOL z MIIN.. (2) #3 BARS MIN. LIGHT. y �9�A J`' ?� BOND BEAM PER NO DECK WITH `�c.4 A.LAP Cpl F2
SPA DETAILS - FOR SPAS WITHOUT POOLS. N•T•s• ` EACH WAY - �P��P TABLE NO.1. -PLASTER EXPANSIVE SOIL CONDITION ONLY
AROUND NICHE. 3" 18" MIN. ow E.F.P. = 62.4 P.C.F. w Z M
<? CLRLAP' TYP.
MPERVIOUS DECK �• �ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY
I�
APPROVED SEALANT EXP, 3-31-1
SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER ;111€' VERT. STEEL WOOD POST FROM s
3 1/2"
PER FOOT DRAIN 1 (2) #3 BARS. #3 0 6" O.C. ;I. CIVIL NVQ
�; O n ATTACHED PATIO COVER
NOTES: 5'-0" DEEP & BELOW. �� MAX. DEAD + LIVE LOAD = 2000 Ib. F0PC4LIF0E�'
o ? 1. INSTALL N0. S COPPER GROUND WIRE FROM LIGHT NICHE TO HORIZONTAL STEEL. OR I I LEVEL TOP OF BOND BEAM
W a t.':. NOTE: 1 BRASS CONDUIT TO POOL REBAR OR NON-METALLIC ROCK ON BOND BEAM.
N J SATURA110N PROVIDE CONTROL JOINTS 31} 3" CUR. -�`� 5" MIN. #3 BARS 0 12" O.C. TYP. I-, I I WITH GROUT & PLACE 15# '�^��
C)
N; \ CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER WIRE ANCHORAGE PER PATIO COVER FELT OR 4 MIL. VISQUEE t
Uj o ( ( RECOMMENDED
WHERE APPROPRIATE. 11 i TYPICAL. TYPICAL INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. I i�
L!' 114 NOTE: PLAN. BOND PER ELECTRICAL ► TOP OF BOND BEAM.
L --I POURING DECK. I 2 SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND & PLUMBING NOTE 2. ` t C1 t TURF
m^ PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS
SEE ELECTRICAL AND 6 REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. IILDI I PLAN.
$ OTHER EXP. MATERIAL CONCRETE SHALL FOR LIGHTING FIXTURES L.L. STANDARD 676. Fr MASTIC 8 -
PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED 3 1/2" MIN. CONC. DECKING. l['�`'�'�^,
EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE �11LE �R (�(7 LACHER, P. .
ADJACENT STRUCTURES.. F OD L. LACHER, P. .
IN EXPANSIVE SOILS MERE MIN DECK ' KR F NADASD
EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.s. 9 SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. .
8 SKIMMER DETAIL N.T.s.
P.E.
STANDARD PLAN APPROVALS: EET:
m CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #6201700014 KERN COUNTY: #K201608935 STANDARD POOL PREPARED IN ACCORDANCE WITH p001 Ron Lacher, R.C.E.
CITY OF ONTARIO: #8201604341 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) 1201 N. Tustin Ave.
SAN DIEGO: MP #351287 ORANGE COUNTY: THE 2016 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807
#SWt40089 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES
SIMI VALLEY: 2016-1 LOS ANGELES COUNTY: #26077-17 VENTURA COUNTY: S.P.A. # 6-2017 (REQ'S PEI 100 -VCO) STRU DTU RAL PLAN (2015 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114
SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 630-6100
1 00
COPYRIGHT 2017, POOL ENGINEERING INC.
SEE APPROPRIATE J..
REMODEL NOTES:x-9,0
DETAIL FOR REBAR e s� s,-%%s
1 EPDXY TO BE
SIMPSON
O
fm = 1500 p.&L SPACING & GUNITE SET- PEPDXY ADHESIVE OR EQUAL.
8" C.M.U., TYPICAL #3 BARS ® 8" O.C. E.W. THICKNESS. INSTALL PER MANUFACTURERS
SPECIFICATIONS (ICC REPORT ESR-2508,
AND DOWEL INTO FLOOR & rr � ,�'` L.A. RR# 25744).
SIDE WALL WITH 3 1/2" r
MIN. EMBEDMENT FILL EQ • EQ. BeW 0 2. BONDING TO EXISTING SURFACE:
WITH EPDXY. j eAM ONS A. EXISTING SURFACES MUST BE
PLASTER �I I / SOUND, FREE OF DEFECTS, CLEAN,
OVER C.M.U. I \ AND FREE OF BOND INHIBITING
TYPICAL L — — — / �\ MATERIALS. 000 0
8" MIN. GUNITE I 0O� \ �\ B. EXISTING SURFACES SHALL BE rn o
OR 8" C.M.U. I I �� P / '��� ROUGHENED BY CHIPPING OR lu @ to
P OTHER SUITABLE MEANS TO PROVIDE
#3 BARS ® (fm=1500 p.s.i.) 5 � � > E o
12" O.C., EACH WAY. I I ESI L OPEN PORE STRUCTURE. ALL U Q = o o cr? to
LOOSE, CRACKED, OR DETERIORATED •
v' ¢ I GUNITE WALL USE #3 NfW MATERIALS SHALL BE REMOVED. m cn U
./ a. A E I I ® 6" O.C. EA. WAY OR STE C. CLEAN EXISTING SURFACES BY F- E
o C.M.U. WALL USE #3 ® �Z E�, WATER BLASTING.
-1
8" O.C. EA. WAY AND �1E D. SATURATED SURFACE DRY CONDITION Z r r c
3 1/2" EMBEDMENT & FILL BE 0
EXISTING POOL FLOOR. I ( DOWEL INTO FLOOR & EE / MAINTA NED OF THE BPR OR TO SHALLSTRATE LYIING N Q ii a
WITH EPDXY TYPICAL. PLASTER OVER SIDE WALL WITH 3 1/2" $ /
GUNITE OR C.M.U. I I MIN. EMBEDMENT FILL MATERIALS.
WITH EPDXY.///��j E. WHEN APPLYING MATERIALS OTHER
THAN WET-MIX SHOTCRETE OR
EXISTING SPA OR POOL r DRY-MIX SHOTCRETE (GUNITE),
AGENTS/ CEMENT PASTE OR OTHER BONDING �
#3 BARS ®12" O.C.
v� THEU BRUSHED
O ABSORPTIONi
3 1/2" MIN. EMBEDMENT SEE NOTE #2.Z' ��/ / INTO E STRUCTURE.
F. BONDING RMATERIALS ARE NOT
lf
& FILL WITH EPDXY TYP. 3 1/2" EMBEDMENT AND EXISTING POOL IJP �% RECOMMENDED FOR WET OR DRY C
d FILL NTH EPDXY TYPICAL FLOOR. SEE ///�� SHOTCRETE.
O �
3. USE GRADE 40 ENFORCING STEEL.
#3 BARS ® 12" O.C. HORIZ. AND O 1`
DOWEL INTO POOL ® EDGE OF SEE NOTE #2. REMOVE GUNITE OR CONCRETE TO EXPOSE (E)4. IF REINFORCING SHOWS SIGNS OF CL N
SEAT WITH 3 1/2" MIN. a REINF. STEEL EACH SIDE OF REMOVED AREA THIS DETAIL MAY BE USED FOR EXCESSIVE DETERIORATION (RUST), CUT
EMBEDMENT & FILL WITH EPDXY. FOR LAP SPLICE WITH NEW REINF. THE FOLLOWING: EXISTING REINFORCING 6" PAST
LAP LENGTH: #3 BAR - 15 INCHES 1. REMOVE AND REPLACE FLOOR. DETERIORATION SECTION & LAP WITH NEW
SEE NOTE #2. f4 BAR - 20 INCHES 2. REMOVE AND REPLACE WALL STEEL 24" MIN.
/5 BAR - 25 INCHES 3. ANY COMBINATION OF 1 & 2
THIS DETAIL IS NOT APPLICABLE T0,
ADD STEPS, BENCH OR SHELF rA, ADD A DAM WALL (GUNITE OR C.M.U.) B LAP SPUCE & REMOVE AND REPLACE GUNITE DETAIL CC, ANDS A NU NOT BE USED TED TO REMODEL
SUCH
AS CAISSON, PILE OR PIER SUPPORTED r
POOLS
REINFORCEMENT & WALL O
EXISTING POOL--THICKNESS PER STANDARD RE E I V E D
POOL STRUCTURAL PLAN DETAIL #7. SPILLWAY TO PROVIDE WATERFALL EFFECT TO MINIMIZE
LEAKING THROUGH COLD JOINT. :For Use Only 0: %J
_ - D C 4,8 2017 .78835 B e y
ALTERNATE La Quin a, Ca
OF LA QUINTA EXPOSE 24' MIN. OF EXISTING
OPTIONAL(� DEVELOPMT REINF. AND LAP 24* WITH NEW PORTION OF EXISTING STEEL & BOND BEAM Z
BENCH 1 REINF. PER DETAIL 'C' MAY BE REMOVED TO PROVIDE MIN. SPA LD
g
_ WALL THICKNESS (NO STRUCTURAL
SPA MAY BE 18" SIU N 0 w
CONNECTION BETWEEN NEW SPA & POOL). MAX. RAISED OVER QUO Nq�F w zs j Q
I I #3 BARS ® ^ EXISTING POOL �,, LA C'y �� Z
12" O.C., .A ..... Z pZ
I I DOWEL INTO a �� Z O U
FLOOR & #3 BARS ®12" O.C. W/ NEW SPA DAM ` g w z
SIDE WALL 3 1/2" MIN. EMBEDMENT & #3 BARS ® 12" WALL MUST LAP100
P
o N
Z WITH 3 1/2" FILL W/EPDXY. O.C. EA. WAY. z OVER EXISTING POOL 3 w
UNDISTURBED SOIL r MIN. WALL TO FACILITATE 1d- -'�� w � O
1,500 PSF MIN. EMBEDMENT 7 io WATER-PROOFING. J �-' O
BEARING VALUEz & FILL WITH W PROVIDE FLEXIBLE MASTIC A �. Z w o
EPDXY. a ® TILE OR GROUT UNE. O ? m 0
A 4 0 w<
REMOVE EXISTING V'
POOL WALL, BEND SEE ATE #2. 3 BARS Z BACK-FlLL - SEE STANDARD STRUCTURAL �—EXISTING POOL j J Z
EXISTING WALL REINF. ? # SEE NOTE #2. PLAN FOR SPA WALL Q Q V)
®12"O.C. ZN
INTO NEW SPA Q VERTICAL EXISTING GUNITE POOL DATE: 09/20/17 g N o =
FLOOR, LAP 24" MIN. a
SEE NOTE #2. Qz
N ~
BACK-FILL TO BE COMPACTED CALCS BY: C.J.B.
TO 90% RELATIVE DENSITY. L CREATE HOLE FOR
SLURRY MIX OR PEA GRAVEL CHECKED BY: R.L.L. Looll
RECOMMENDED. DRAINAGE.
HORIZONTAL BARS TO HAVE al
R 3%t* MIN. EMBEDMENT INTO X MIN. EMBEDMENT POOL & SPA
SIDE POOL WALL, TYPICAL&. FILL WITH EPDXY TYPICAL REMODEL DETAIL
s A
R
ADD SPA OR SHELF PARTIALLY INSIDE POOL D RAISE FLOOR OF EXISTING POOL E ADD A SPA (OUTSIDE EXISTING POOL) F DETAIL #640
n 1, .. - -. YRIGR 2 . POOL ENGINEERING INC.