BPOL2018-0211LEGEND
-————'—"— 1" DIAM. ELECT, CONDUIT
2" DIAM. PVC SUCTION LINE
�. -.. _.-..�. _......_._.
�. 2" DIAM. PVC RETURN LINE
A(,�
2" DIAM. PVC SPA AIRLINE
M
EXISTING GAS METER
SKIMMER
a---
AUTOFILL
POOL / SPA LIGHT
g
V
POOL EQUIPMENT
POOL RETURN
JET RETURN
SPA / JETS SUCTION
Important Notice - Underground Service Alert
Know what's BELOW
CALL 811 before you dig
L
POOL PLAN -6
1
PICTURES FOR REFERENCE ONLY
PICTURES FOR REFERENCE ONLY
MATERIAL LEGEND
SYM
DESCRIPTION
MANUFACTURER/SPECIFICATIONS
00
1D
POOL AND SPA FINISH
PEBBLE FINISH TBD SIZE AND COLOR
L0
01
O
POOL AND SPA TILE
SIZE EN COLOR TBD
00
U
O
O
POOL AND SPA COPING
CONCRETE LIGHT BROOM FINISH NATURAL COLOR
M
(0
E
O
SPILLOVER FINISH
SIZE EN COLOR TBD
0)
00
O
DECK FINISH
CONCRETE LIGHT BROOM FINISH NATURAL COLOR
-0 N
�>`.
CO 0)
V
O
GRASS
ARTIFICIAL GRASS
CD
i
N
C Q
0-
O
GRAVEL
GO RAVEL
RIVER ROCK, COLOR AND SIZE TBD
U
U
)
a 4
_0
OWALL
FINISH
TO MATCH EXISTING
0
Q) (D
p
M
O
a)`0OO
LLI
OM E
M
E
LO
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5
E
SPECIFICATIONS
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TYPE. GUNITE SIZE: 28'-0" x 10'-0" W DEPTH 3'-0" TO 6'-0"
(�
POOL ONLY: SURFACE AREA: 175 SF PERIMETER: 64 FT
w
VOLUME: 4 150 GAL
_>
POOL & SPA SURFACE AREA', 207 SF PERIMETER: 88 FT
COMBINED:
VOLUME. 4 737 GAL
z
O
FILTER: PENTAIR SIZE', CCP320 GAS LINE: FM
wCIRCULATION
PUMP PENTAIR SIZE: 3/4 HP WHISPERFLO
0]
JETS PUMP PENTAIR SIZE: 2 HP SUPERFLO
O
Otton
Z
HEATER: PENTAIR SIZE: 4000008TU
DJ
SALT WATER SYSTEM: PENTAIR IC40
Q
CHLORINE SYSTEM: N/A
�®
POOLLIGHTS: F1 AMEMCAN WHITE PENTAIR
SPA LIGHTS: (1) AMERICAN WHITE PENTAIR
CONTROL SYSTEM: PENTAIR EASY TOUCH 4 FUNCTION INDOOR CONTROLLER
SCREEN LOGIC SYSTEM
SAFETY FEATURES
0
* ALL ANTI -ENTRAPMENT COVER INSTALLATION MEETING CURRENT
STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND
MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL
----v»---
ENGIONEERS (ASME).
LLJ
ELECTRICAL
EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO
Ln
ELIMINATE VOLTAGE GRADIENTES IN THE POOL AREA AS PER CEC ART.
_,.. -.�_--
680.26.
O
AL EQUIPMENT SHALL BE SEISMICALLY ANCHORED
'
°"
0
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
_ PER SWIMMING POOL SAFETY ACT 115920 OF THE CALIFORNIA HEALTH AND SAFETY
CODE EFFECTIVE 1-1-2007
CONSTRUCTION HOURS `^0
OCTOBER 1 THROUGH APRIL 30 1 MAY 1 THROUGH SEPTEMBER 30 q�J'
Monday- Friday: 8:00 a.m.-6:00 p.m.
Monday- Friday: 8:00 a.m.-5:00 p.m.
Saturday: NOT ALLOWED
Saturday: NOT ALLOWED
Sunday: NOT ALLOWED
Sunday: NOT ALLOWED
Government Code Holidays:
Government Code Holidays:
NOT ALLOWED
NOT ALLOWED
EXIT ALARMS TO BE INSTALLED IN ALL DOORS WITH DIRECT ACCESS TO THE
POOLAREA
Z
CONDUIT AND GAS LINE SHALL BE 18" BELOW GRADE
O/�
NO OVERHEAD UTILITY SERVICE LINE EXISTS
V
O
W
GATE SHALL BE SELF -CLOSING, SELF -LATCHING (LATCH TO BE 54" ABOVE
GRADE) AND SHALL SWING OUTWARD AWAY FROM POOL / SPA.
ILL
H
OmU
OBLIGATIONS OF BUYER
()
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Q
1. APPROVE POOL AND SPA ELEVATIONS AND VERIFY LOCATION OF PROPERTY
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Zn
LINES
ON/
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ry
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2. IF REQUIRED, THE OWNER SHOULD PAY FOR RE-ROUTING OF OVERHEAD OR
UNDERGROUND UTILITIES.
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3. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS
INCURRED DUE TO UNDERGROUND OBSTACLES, ROCK OR WATER.
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'4
4. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS
INCURRED DUE TO SOIL WITH INADEQUATE BEARING CAPACITY.
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r
5. IF REQUIRED THE OWNER SHOULD PAY FOR ELECTRICAL PANEL CHANGES IF
N
EXISTING SERVICE IS INADEQUATE.
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s
6. IF REQUIRED THE OWNER SHOULD PROVIDE FENCING AND WINDOW GLAZING
TO LOCAL CODES.
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7. AGREE THAT MELO'S POOLS AND SPAS INC. IS NOT RESPONSIBLE FOR
7
UNDERGROUND CONDITIONS, ANY DAMAGE TO CURBS, SIDEWALKS,
DRIVEWAYS, LAWNS, SPRINKLES, LIGHTING OR OTHER ITEMS IN THE ACCESS
AREA.
OWNER APPROVES PLAN, POOL AND EQUIPMENT LOCATIONS AND HAS READ
THE OBLIGATIONS AND NOTICES ABOVE.
SIGNATURE (S) DATE:
,
REVISIONS
#
DESCRIPTION
DATE
1
2
3
SCALE:
1/4" = 1'
4
DRAWN
BY: A. S.
5
6
APPROVED BY: A. M.
T.x
` Melos Pools & Outdoors I AlbertPOOL PLAN
I•\�, .
BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER NOTE TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
BOND BEAM HORIZONTAL BARS MAY BE
1. UNDISTURBED EARTH MAY 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
CRAWL SPACE) DETAIL 8 /
TABLE 1 TABLE 5 BASIC GRID #3 1500 #/FOOT MAX. # ). REQUIRED W EXPANSIVE SOIL.
r.1 BARS ®12" O.C. COPING
DRAIN BOND BEAM
DECKING. MINIMUM A TABLE TABLE TABLE WATER SURFACE. -- .. SEE TABLE #1 & DETAIL #12.
WIDTH PER LOCAL APPROK 3" BELOW
E F G BOND BEAM.
BUILDING CODE. B Q Q
C VZ... 3,_0„ MIN. + z n J
D ��- ---) ¢ BE 0 \ 3
�oa� jjff �-
IZ x z
- - - m COPING _ o w ¢I co o
NO R.B.B. "- of �- a zo
¢ m.,.+.. z CLR.
BFNCH/STEPS J._ - - - - -E I
< SEE OPTIONS 1 1 ! a
o - a �J, 1 �� UNDISTURBED SOIL. m o N
¢ N ABOVE F
1500 ESE MIN.
L BEARING VALUE.V
N r i INFLUENCE LINE
UNDER- FOR FOOTING C SHOTCRETE COVER -
WATER III SURCHARGE TO BE CHANGED •G O �QO
LIGHT L UNIFORMLY.
DETAIL PE 0. "
# \ � ADD #3 0 12 O.C. SEE TABLE 1
5 LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY--)
` VARY LOCATE STEEL - FOR EXP. SOILS ,
TYP. FLOOR
3 CLFR ROM EARTH
STEEL BASKET IS NOT REQUIRED '�. SURCHARGE CONDITION.
6" THICK MIN. SHOTCRETE (GUNITE) VERTICAL STEEL ''
DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 24" MIN.
ENCROACH INTO GUNITE SHELL EACH DIRECTION (BUILDING SURCHARGE) WHEN EXTEND WALL
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 SG
PROVIDE 2 SUCTION OUTLETS PER PUMP COVERED WI
TH H
O 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
(3) #3 BARS.
(4) #3 BARS.
(4) #3 BARS.
(4) #3 BARS.
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 0'
3'
#3 0 12"
3"
#3 0 12"
3'
#3 0 12"
3"
#3 0 12"
3'6'
i 0'
3'
3"
31,3"
4'0'
1 0"
3
3"
4'
4"
46
1 0
3"
3h
5
5"
5'0'
i 6'
3"
#3
0 6'
4"
#3
0 6'
5"
#3
0 6'
5"
#3
...
0 6"
56'
2' 0"
3•
4-
5"
Sh"
6'0'
2' 6'
3'
4"
6'
5Y,"
6'6"
3' 0"
3'
4),"
6W
T0'
3 6"
3"
5"
7
7'6"
4'-0"
3'
5%"
r9l
BY.
8'0'
4'-6"
3"
6"
8%"
86"
5' 0'
3"
6"
Sh"
INDICATES TYPICAL RADIUS (ACTUAL
U L RADIUS
( NO DECK OR HIGH
GH
MAY VARY SEE STRUCTURAL NOTE 11
# ) EXPANSIVE SOIL
1.
THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT
WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE DEC SECTION
PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE,
2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS.
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
USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE
ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING CODE.
A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR
2.
REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE
WALKING SURFACE,
RELYING ON INFORMATION PROVDED 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
CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD
CONTINUOUS SHOTCRETE INSPECTION
POOL STRUCTURAL PLAN, IS THE RESPONSIBILITY THE CONTRACTOR THE
NOTIFY EN
OWNER To NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL
IN AL
WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
ENGINEERING DETAILS PRIOR CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID
INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
T
ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC.
INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES
RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT.
AMONG OTHERS REQUIRE CONTINUOUS INSPECTION:
3.
THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE
A. THE CITIES OF: BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON,
CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1806.7.3). ALL POOLS
HERMOSA BEACH, IRVINE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS,
SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808BE
LAKE ELSINORE, LONG BEACH, LOS ALAMITOS, MISSION NEJO, NORCO, SEAL BEACH,
4.
THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED BE APPLICABLE TO
STANTON, TUSTIN, VILLA PARK, WESTMINSTER, MORENO VALLEY, BELLFLOWER, YORBA
NON- STRUCTURAL ITEMS INCLUDING BUT LIMITED TO PLUMBING, ELECTRICAL,
L
LINDA, SAN DHEAC, SOUTHGATE, MONRONA, ONTARIO (FOR SPECIAL CASES) &
ENOTOM
FENCING, CONCRETE DECKING AND POOL GEOMETRICS.
MANHATTAN BEACH.
5.
DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
TITLE 24
DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL
EXPANSION.
1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE
6.
ALL CONSTRUCTION SHALL COMPLY WITH THE 2016 EDITIONS OF THE CALIFORNIA
BUILDING ENERGY EFFICIENCY STANDARDS.
BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL
2, A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE
CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2016
INSTALLED BEFORE THE PUMP.
BUILDING ENERGY EFFICIENCY STANDARDS, 2016 CALIFORNIA GREEN BUILDING
3. ALL ELBOWS SHALL BE SWEEP ELBOWS.
STANDARDS CODE, AND LOCAL ORDINANCES.
4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT:
7.
POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL
4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
GEOMETRIC STANDARDS AND/OR LOCAL CODES,
APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON -OFF SWITCH,
8.
SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
9.
PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
ASSISTIVE DEVICES FOR THE DISABLED,
4.2. SYSTEM IS INSTALLED WITH:
10.CONTRACTOR
OR OWNER SHALL VERIFY ALL FIELD CON
CONDITIONS &DIMENSIONS AT JOB
A AT LEAST 36- PIPE BETWEEN R F
) FILTER & HEATER OR FUTURE SOLAR HEATING,
SITE. POOL LENGTH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED ON THE
B) COVER FOR OUTDOOR POOLS OUTDOOR SPA.
PLOT PLAN SHALL COMPLY WITH SP SUGGESTED MINIMUM STANDARDS FOR
IN
4.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS
LE
PERMIT OFF PEAK OPERATION,
REGULATIONS AND MANUFACTURERS RECOMMENDATIONS.
FENCING AND BARRIERS,
ELECTRICAL AND PLUMBING
1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
1.
ALL ELECTRICAL SHALL BE N CONFORMANCE WITH THE 201 CE
C. EC.
HIGH FENCING IN GATES WITH NO OPENINGS 4" R -
OR GREATER. GATES TO BE SELF CLOSING
2.
POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN
& SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH ACCESS GATES THROUGH FENCING
ACCORDANCE NTH CEC 680.26(B). BONDING TO PERIMETER
lE SURFACES SHALL BE
SHALL OPEN AWAY FROM H M THE POOL. MAXIMUM VERTICAL CLEARANCE FROM GROUND TO
PROVIDED AS SPECIFIED IN CEC 2 B AND S ALL
OO H BE ATTACHED
POOL
0 L FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM LOCAL CODES,
L680.26(8)(2)(A)OROR
TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF
THE LOCAL CODES SHALL PREVAIL.
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T"
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE
WALL DOES NOT REQUIRE
. ( ).
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL
D IS DISTANCE DOWN
FROM TOP OF POOL WALL.
BUILDING FOOTING
SURCHARGE (IN COUNTY OF
FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT.
2. WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE CDC
SECTION 3109, INCLUDING LOCALLY ADOPTED AMENDMENTS.
FEET IN
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE B.
SURCHARGE DETAIL)
BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
L.A. USE DETAIL 271-60)
4, ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS.
A THE
IN THE TCOUNTY
Y OF LOS ANGELES, BARRIERS HAND
RED BY R951-0039FSHALL
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM,
OS ANGELES HEALTH AND SAFETY CODE ORDINANCE
BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING
TYPICAL LONGITUDINAL
SECTION
N.T.S.
2
STANDARD WALL SECTION
"U
IN THE COUNTY OF ORANGE REFER TO ORATED OF
N.T.S.
1
6, BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
7. POOLWATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCET
POOL SITE PLAN.
ORANGE SPECIAL NOTES REGARDING DESIGNGN E.F.P.E.F.OUNTY
P.
FOR Pools.
WITH HE CPC.
WITH
COUNTY OF LOS ANGELES SPECIAL NOTES
8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH
ANSI/APSP-7 AND 2016 CBC SECTION 3109.4.4.8.
1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
SPECIAL DETAIL REQUIRED TOP OF
WHEN LESS THAN 10' SLOPE
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
NOTE:
WHEN ACTUAL SITE CONDITIONS EXCEED
PROVIDE ADEQUATE DRAINAGE TABLE
NO. 5 RAISED BOND BEAM
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
SEE GENERAL NOTES 3
( #)
THE LIMITATIONS BELOW OR ADDITIONAL
BOND BEAM PER BEHIND POOL WALL.
THE SITE PLAN.
SURCHARGES NOT COVERED BY THIS
PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 _z 1/4" PER
SURCHARGE DETAILS ARE REQUIRED. n FOOT
SPECIAL DETAIL REQUIRED m
WHEN LESS THAN POOL DEPTH OR H/4 w o a J '(1) #4 ®TOP
X m
SPECIAL DETAIL REQUIRED` i\ 7.5' MAX. H 4 ¢ o m
( /) < z � -WATERPROOFING RECOMMENDED.
WHEN LESS THAN H/6 '*•, HORIZ. STEEL m 0 6" C.M.U. W/
(10' MIN., 20' MAX.) BARS 0 12" O.C. N a m ! 1' #3 VERT. BAR 0 24" O.C.
4o SOLID GROUT.
POOLS SHALL COMPLY WITH SLOPE ALTERNATIVE BOND�r o 0
SETBACKS PER CBC SECTION 1808.7.3 BEAM LocnrloN ,CWATER BOND BEAM
a - ADDITIONAL SPECIAL DETAILS N.T.S. �TTAe�5, NE. VERTICAL INEMBED. STEEL W/
SURCHARGE CONDITIONS 3
REQUIRED FOR CONDITIONS ABOVE SCHEDULES E, F OR c 3" C. TYP. HORIZ. STEEL
v REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C'LLI'3"
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR.
o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES:
a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON-MOISORE
,. APPROPRIATE WALL - CONTROLLED), NORMAL WEIGHT UNITS (135 POT), CONFORMING TO CBC/IBC SEC. 2103, AND
o SCHEDULE, ASTM C 90, ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF I'm = 1500 psi.
2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH rc=2,000 PSI.
¢ POOL FLOOR THICKNESS 3. MORTAR SHALL BE TYPE M WITH rc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC.
MAY VARY ACHIEVE - ao
DESIRED WATER
R DEPTH.
2103 & ASTM C 270,
NON -EXPANSIVE
EXPANSIVE
NO DE ^IGH EXP.
E.F.P.
30 P.C.F.
45 P.C.F.
62.4 P.C.F.
D
C
STEEL
VERTICALd4"
VERTICAL
STEEL
C
VERTICAL
STEEL
3W'
3'
#3 0 12"#3
0 12"
3"
#3 ® 12"
4'0"
3"
4"
4'6"
3"
5'0"
3"
#3
0 6"
#3 0 6"
5"
#3 0 6"
5'6"
3"
6"
6'O"
3Y•
5"
7"
6'6"
4'
6"
8"
7'0"
5"
6"
#3
0 4"
8"
#3
0 3"
.
7'6'
5�h"
6"
8'
8'0"
6W"
7"
8'6"
7h"
8"
9W'
9'0"
8"
9"
10�"
9'6"
9.
10"
11 W.
10'0"
9'
11
2
1 I'O"
9"
11"
12Y2"
AT MIN' F' -
STRUCTURAL NOTES 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY
L SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE BUILDING CODE (LACBC).
3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS
PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90%
COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN
DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS 2 1/2 FEET.
CUT -FILL TRANSITIONS. 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW,
40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM CITY OF SIMI VALLEY SPECIAL NOTES
CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2".
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH 1, SEE THE ATTACHED 'CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES° FOR
THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER.
SPACING IS #4 BARS AT 18" O.C.. 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (POET FOR POOLS
4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE SET IN LEVEL GRADEAEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE
OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS
GIVEN POINT IN THE POOL STRUCTURE. REPORT (CBC TABLE 1610.1).
5. BONDING/GROUNDING (PER THE DEC) OF THE STRUCTURAL REINFORCING MUST BE
INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 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 EQUINLENT 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 DEC 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 AU 318 Y45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH).
SECTION 19.3 FOR CONCRETE: EXPOSURE TO S "FATE. AND AS DIRECTED BY LOCAL ., -CITY OF SANTA CLARITA SPECIAL NOTES -
BUILDING OFFICIAL
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL
MALL
10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM
SURFACE. 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 LESS THAN 1-FOOT AND SHALL NOT EXCEED ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM.
5-FEET.
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 UGHT 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 HAVE
. c - 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45
r` SEE STRUCTURAL NOTE #1 71 - 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 90i COMPACTED SOIL 5 NOTES HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6
NOTE: BOND BEAM PER TABLE II�,, II�,, 6"-8" 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
SPA AIR -LINE NO 1 &DETAIL #12. 2" 2" CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES
9 1/2" ,/- 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
MAY BE LOOPED EXPANSION JOINT & SEALANT to 12" C,- BAR LOCATION THIS DESIGN ARE THE PROPERTY BOBBY OF POOL
INTO SPA BOND
z ° '-' LEVEL TOP OF GUNITE 4'-0' MIN. REQ'D. FOR EXPANSIVE SOILS. MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
BEAM. MAINTAIN o I (2) #3 X (4) #3 BARS COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
1" CLR. TO ROSE. < ` ' BARS - ' W/ GROUT &PLtRAR
PER DETAIL #8 -I PROVIDE 2 1/2" IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
6" #15 FELT OR 4 DECKING �- LISTED ELECTRICAL 'S BOX. CLR. BETWEEN
`o w " 1" MIN. CLR. COPIES THEREOF TO DE MADE, COPIED OR ALTERED BY
THICK a #3 BARS VISQUEEN ON TO8" MIN. ABOVE DECK, WATER '"' .. .. PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
3 PIPESAROU.
ALL #3 BARS 12' COPING � � LINE OR FLOOD LINE WHICH / O # ,^^^^'
SPA LIGHT 12" O.C. w . FINISH BOND BEAM W 4 3 BARS DECKING. AUTHORIZED WITH THE E%PRESSED WRITTEN PERMISSION
.1, o EA. WAY. O.C. EA. WAY. EVER IS GREATER. GRADE, PER TABLE #1 & DETAIL #12. m 1 TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
THE USER ACKNOWLEDGES THAT HE HAS READ &
EQ. EQ. L SKIMMER �__ �1 BOND BEAM PER TABLE No, 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
WATER WATER COVER. - _ .- PLUMBING MAY BE LOCATEDLINE. 24' \1 `�IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL
REINFORCING PER DETAIL 10. 6" LINE. 0# LAP (2) #3BARS \\ 2 1/2" MAINTAIN 1" CLR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C.
NOT REQUIRED IF 6" MIN. MIN. \\ j
�? COMPACTED CLR. UNDER VERTICAL BARS.
CLEAR PROVIDED. BEND �S ' FILL CLR. o ;5" MIN.BOND ` s Z ¢ �� 2"DRAWNBY: T.L.L.
24" MIN. LAP g AROUND ALLBEAM �eZY1w PRECAST CCIRCULATION DRAINS: INTO SPA FLOOR #3 BARS a UNDER x \�Y, 1 3 UB' CHECKEDBY: R.L.L.
PROVIDE 2 SUCTION OUTLETS PER PUMP, COVERED WITH OR POOL WALL. 0 12"O.C. (2) #3SKIMMER. " ¢ \'LO V,\N coo' F= 'I 9 #3 BARS BENT
O EA. WAY. #8 COPPER �` P 6 m x 2 3 BARS- 0 48" O.C. .--�
ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE �' O # '
ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY GROUND WIRE \ . \9,yq a s N
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL H 6" DAM - LAP INTO SPA REINF. SECTION AT SKIMMER �- \ :VENEER.
C.E.C. APPROVED OF. „ \\ - _ `� o BEND 4... (6) #4 BARS.
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ BAR 12 DAM - LAP INSIDE BARS INTO SPA REINE. CONDUIT & GFCI FIXTURE F,o _ - _ in VERT STEEL 3"
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE - LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT LENS t"y - - - - 45' OR 90. �\
24" 6" RECESSED O I 1 <-TILE CLR. DFESSIn
SPA DETAILS MAY BE USED POOL MIN. (2) #3 BARS MIN. LIGHT. PVGo J ?� BOND BEAM PERK No DECK WITH e� J qF
SPA DETAILS - N.T.S.% AP EACH WAY \tiP TABLE N0. 1. PLASTER EXPANSIVE SOIL CONDITION ONLY
FOR SPAS WITHOUT POOLS. 18" MIN
AROUND NICHE. 3" o Co
4'-0" MIN IMPERVIOUS DECK CLR LAP' TYP. `�^ ROCK OR BRICK NOTCH CITY OF LOS ANGE C 4
APPROVED SEALANT ^'•'^ - n
VERT. STEEL E f3012019 z
SLOPE 1/8"-1/4' INSTALL PER MANUFACTURER W000 POST FROM.
PER FOOT #3 0 6" O.C. ATTACHED PATIO COVER
.e 3 1/2" �- DRAIN (2) #3 BARS. NOTES: 5'-0" DEEP & BELOW. _ - MAX. DEAD + LIVE LOAD = 2000 Ib. ,Pp CIV14 ��`P
1. INSTALL NO. 8 COPPER GROUND WIRE FROM UGHT NICHE TO <g OR gTFOPCpI\FO
w x ,,, �NOTE: i BRASS CONDUIT TO P001- REBAR, OR NON-METALLIC HORIZONTAL STEEL c' ROCK ON BOND BEAM. LEVEL TOP OF BOND BEAM
J � "' J I'OSATURATION PROVIDE CONTROL JOINTS - % 3" CLR. -�'n 5" MIN. #3 BARS 0 12" O.C. TYP. M �I WITH GROUT &PLACE 15#
o d CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER WIRE
ANCHORAGE PER PATIO COVER j ��� FELT OR 4 MIL. VISQUEEN ON
RECOMMENDED WHERE APPROPRIATE. TYPICAL. TYPICAL. TOP OF BOND BEAM.
I T INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. PLAN VALID ONLY WITH WET
oc L J PRIOR TO J 2. SWIMMING POOL UGHTING FIXTURES SHALL COMPLY WITH NOTE: PLAN. BOND PER ELECTRICAL TOP STAMP do ENGINEER'S SIGNATURE
POURING DECK. J EXTRA REINFORCING TO EXTEND &PLUMBING NOTE 2.
6" REMAINDER OF JOINT IN STYROFOAM Oft PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 2e MIN. EACH SIDE OF RAMP.
SEE ELECTRICAL AND FOR LIGHTING FIXTURES U.L. STANDARD 676. MASTIC IN RED INK ON PLAN.
PLUMBING NOTE #2 REGARDING DOTING RECOMMENDED OTHER EXP. MATERIAL. CONCRETE SHALL 3 1/2" MIN. CONG DECKING. L'�-_
EQUIPOTENTIAL BONDING GRID NOT TOUCH COPING, BOND BEAM OR \ TILE AUTHORIZED SIGNATURES:
FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE RONALD L LACHER, P.E.
IN EXPANSIVE SOILS WHERE MIN DECK REQMTS TODD L. LACHER, P.E.
EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.S. $ SKIMMER DETAIL N.T.S. 9 SECTION AT LIGHT N.T.S. 1 O SHALLOW DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. �f TTHE THOMPSON, P.E.
/ 1 L MATTHEW THOMPSON, P.E.
STANDARD PLAN APPROVALS: SHEET:
pool Ron Lacher, R.C.E.
CITY OF LOS ANGELES: #268 (REQUIRES PEI 100-LA) SAN BERNARDINO: #POOL-2018-00006 KERN COUNTY: #K201608935 STANDARD POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave.
CITY OF ONTARIO: #B20MP #5 1 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REAM SUPPLEMENTAL NOTES) THE 2016 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807 100
SAN DIEGO: MP #525633 ORANGE COUNTY: #M8160030 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES Fax: 630-6114
SIMI VALLEY: 2016-1 LOS ANGELES COUNTY: #26Pn-17 VENTURA COUNTY: S.P.A, # 6-2017 (REQ'S PEI 100-VCO) STRUCTURAL PLAN (2015INTERNATIONAL BUILDING CODE) --- >
SANTA CLARITA: CITY OF BEVERLY HILLS: #13
Phone: (714) 630-6100
COPYRIGHT ?018, POOL. ENGINEERING INC.