HomeMy WebLinkAboutPOOL LAYOUT & PIPING PLAN6" RAISED SPA
18" BENCH - 20" BELOW W.L.
(8) THERAPY JETS
(2) FILTERED INLETS
AQUASTAR 32CDFL 32" CHANNEL
DRAIN (316 GPM @ 3.9 FT/SEC THRU
GRATE - SINGLE UNBLOCKABLE
OR EQUAL
(1) SPA LIGHT
(1) 36" WIDE SPILLWAY
JANDY - SPA SIDE BUTTON /
FIELD VERIFY LOC.
HEAT PUMP -
UNDER STAIR!
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EQUI,
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SEE SITE P
24"RAISED - 8" THICK
POOL WALL W/ #4 DIA.
REBAR @ 12" O.C.E.
PROVIDE 48" MIN. HIGH FENCE PER LOCAL 11 26'
CODE 8c LOOPLOC POOL COVER Q I I
PER MFGR'S SPECS O
PER 2010 FLORIDA BUH.DING CODE - r�l
RESIDENTIAL CHAPTER 41. /
g"
81'
EX. HOUSE
COLUMNS
m' =
11jorA
5'
REINFORCED CONC. SLAB(S)
(FEILD VERIFY SIZE & LOCATION)
13'-0" NAVD
(14.5 NGVD) F.F. HT.
-J i
1p
— Y
rlyl.—
r & 2.5" SCH 40
IF
3"
CH
� 40 \ �
I
13.08'
6" RAISED -
8' THICK
SPA WALLS
STEPS W/ HANDRAIL
240 SQ. IN. MIN.
—'TOP TREAD
1 S z KfM,IER
(3) LION HEAD SPITTERS W/
1" SUPPLY LINES AND VALVES
18'-4/1
HANDHOLDS @ 48" (3) INLETS
MAX. SPACING
alz (118" DIA. MAIN DRAINS
81 O TIED TOGETHER - 36" APART
wl� (DRAINS ANSIA/M8IA 10W/
O
�*7Ip 200 GPM.(? 1.48 FT/SEC. MIN. FLOW
THRU EACH GRATE)
I
VI� 4"SCH 40
STUB -OUT FOR
LIGHT POOL CLEANER
13'
LADDER
_ 1011
PERIMETER BONDING WIRE
@ 18"MIN. - 24" MAX. FROM
W.L. (SEE DETAIL)
2" SCH 40 - — - - — - POOL STRUCTURE LIMIT LINE
\( 12.58'
—C— N.A.V.D.
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146
I EX. HOUSE
I COLUMNS
I �
2.§" SCH 40
112.58' I �
�� I
A� I f 12.SOn 3" SCH 40 /
13'-0" NAV
(14.5 NGVD) .F. HT.
RESIDENCE
POOL LAYOUT & PIPING PLAN
1/4"=1'-0"
13'-4" NAVD
(IU NGVD) F.F. HT.
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3 - 205
SHEET
1 OF 3
FA
DEPARTMENT OF ENVIROMENTAL PROTECTION CERTIFICATIONS
The design plans and specifications submitted as part of the permit applicaion are in compliance with the
standards established in rule 62B-33.007, Florida Administrative Code.
The main wind -force resisting system has been designed in accordance with ANSUASCE 7-88, minimum design
loads for buildings and other structures, section 6, to withstand the wind loads associated with a minimum basic
wind speed of 140 miles per hour.
The components and cladding have been selected and their use incorporated into the design and specifications in
accordance with ANSUASCE 7-88, minimum design loads for buildings and other structures, section 6, to
withstand the wind loads associated with a minimum basic wind speed of 140 miles per hour.
11' 11' This pool has been designed not to increase the risk of damage to adjacent dwelling during coastal storm events.
3' 4' 24"RAISED -
8" THICK
POOL WALL
1 I I POOL STRUCTURE LIMIT LINE
I I I I
--- - - - - - ---i---- ---- --- ---
I 91 Z
6" RAISED - I OI O I 14" DIA. AUGER CAST PILE
811
WALLIS K SPA 1%' I rJ,l I (8 REQUIRED)
1 OI U I 12" POOL 15 TON DESIGN CAPACITY
O 30 TON ULTIMATE CAPACITY
EX. HOUSEi� FLOOR
COLUMNS I al I ��
I wl I I
WI I
_SEX. HOUSE
------�--Ui— — — l— — — — — — COLUMNS
s I I I
4 6" POOL 6" POOL
2 a WALLS I l I WALLS
t % 1 I I
s 6" POOL 1 4
s v 5 I WALLS
\\ CONTROL LINE
PILING NOTES:
- RECESS PILING 3" INTO
BOTTOM OF POOL
FLOOR (TYP.)
- PILE REINFORCING
(NOT SHOWN)
IS TO BE SPECIFIED BY
PILING ENGINEER
- PILING STEEL TO BE BENT
INTO POOL FLOOR AND
TIED TO BOTTOM MAT OF
STEEL
#4 DIA. REBAR
@ 12" O.C.E.W.
6"
POOL
Scale: 1/4 "=1'
26'
ING LAYOUT
4t 18' 4'
PILING STEEL TO BE BENT F—61 t
INTO POOL FLOOR AND TIED TO
BOTTOM MAT OF STEEL
%I W.L.
1 9' #4 DIA. REBAR
LOPE 1' @ 6" O.C.E.W.
TOP MAT ONLY 41 _ 111 t
.,. r 7,
=III=III III _=_
=III=III I I=LI I=III=III=III=III=III=III=1
ll1=1 I I I-11511=I1=1 I I—III
12"
III-1 11=III,=i71111 ITI ICI ITI 1= _I I I I I I i I I 11 i III I I I ITI I I I i I —I I I 1=TTi=1Tf=1 I i T iTi=
RECESS PILING 3" —�
INTO BOTTOM OF
POOL FLOOR (TYP.)
POOL SECTION
TYPE 'O' POOL
SCALE: 3/8" = F-0"
#4 DIA. REBAR @ 12"
O.C.E.W. BOTTOM
MAT ONLY ,
RESIDENCE
611
12.58' N.A.V.D.
OF POOL SHELL
14" DIA. AUGER CAST PILE
(8 REQUIRED)
15 TON DESIGN CAPACITY
30 TON ULTIMATE
CAPACITY
NOTE:
POOL CONTRACTOR TO VERIFY ALL
PROPERTY LINE LOCATIONS, POOL
LAYOUT LOCATION AND POOL
ELEVATIONS PRIOR TO CONSTRUCTION
@ 12" O.C.E.W.
IN WALLS
#4 DIA. REBAR
@ 12" O.C.E.W.
BOTTOM MAT ONLY
-26.92' N.A.
TIP OF SH2
ENGINEER (TYP.)
PILE
BY
7'
SPA SECTION
SCALE: 3/8" =1'-0"
#4 DIA. REBAR
@ 12" O.C.E.W.
IN WALLS
#4 DIA. REBAR
@ 6" O.C.E.W.
TOP MAT ONLY
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DATE:
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SCALE:
AS NOTED
JOB NUMBER:
13 - 205
SHEET
2 OF 3
SAND SET, INTERLOCKING
PAVER DECK
-
BULLNOSE BRICK COPING
@ X" PER. FOOT
3"
rlLOP�(MDEIK
2-#4 DIA.
+TOP.
OF BEAM
PACTED CLEAN FILL
N
X.;95%DRY DENSITY)
MARCITE ORE UAL Il\ REINFORCING STEEL
(SEE SHEET 2)
lY,
RADRUS
VARIES
TYPICAL WALL SECTION
18" MIN: 24" MAX.
(ENTIRE PERIMETER)
W.L.
, ,
-*ZBELOW
4 -6'
#8 SOLID COPPER BOND WIRE W/ APPR. CLAMPS III I I- SUB -GI
(ONE ON EACH S[DE OF
POOL-41OTAL) III -I. I -I
4" THICK x Y WIDE 2500 P.S.I.
CONCRETE SLAB W'/ (I) #8 RARE COPPER WIRE
(UNDER SLAB)
BONDED TO POOL STEEL AS SHOWN
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION OF
N.E.C. 2008 SEC. 680.26
1�-
HANDHOLD SHALL BE ACCESSffi E WITHIN 4 FEE]
NOTTOEXCEED8FEETATJECEEDS
" POINTS
ALONG THE INSIDE OF THE L PERIMETER
WHERE THE WATER DEPTH 4 FEET
HANDHOLD DTAIL
(WHEN APPLICABLE)
11-11 I I I WATER LINE IE
14" II,-
IS" r II III
I
� a PIPE REDUCED TO I"
a AND RUN TO DECK +t
BOX I
e B TING
DARK CONTRA: CAP TILE II' VACUUM FITTING W/
_ SELF -CLOSING SAFTY COVER
(HAYWARD MODEL #400)
2" SCH 40 PVC CORD I LI-
LED LIGHT SLEEVE'-
SP 10-22 WALL VACUUM LINE DETAIL
FITTING (NIMEN APPLICABLE)
INSTALLED INSIDE BENCH SECTION
PIPE (WHEN APPLICABLE)
LED LIGHT DETAIL
4" MIN.
SKMMER COVER W/ WRAP (2) 93 INA. AROUND
ADJUSTABLE COLLAR SKIMMER, TIED TO POOL STEEL
LEAF BASKET
TOPOOLPUMP
20 GPM MIN. FLOW
SKIMMER DETAIL
CROSS BRACE I
28'° MIN.- 40" MAX.
12" 1211 1211 ANCHOR W/ 12" MAX.
ESCUTCHEON WATER LINE
3 "- 6"
MAX ANCHOR W/ #8 BOND
8.4" WIRE & APPR. BOND
CLAMP
8.4.I - TREADS TO BE
' 24" X 30" X 12" DEEP SLIP -RESISTANT 24" X 30" X 12" DEEP
8.4" I -I CONC. PAD W/ 3 - #3 DIA. t
III- STUBBED OUT OF POOL WALL 2' CONC. PAD W/ 3 - #3 DIA.
END CAPS I STUBBED OUT OF POOL WALL
2
8.4„ I 12" O.C. & 3 - #3 DIA. CONT. REQUIRED @ 12" O.C. & 3 - #3 DIA. CONT.
8.4" A@NCHOR W/ #8 BOND .
y� WIRE & APPR. BOND Ladder Detail
y_j CLAMP
STEP SECTION
POOL SYSTEM FLOW RATE: 150 GPM
(MAXIMUM FLOW FROM PUMt CURVE)
REC. PUMP = 2 HP JANDY E-PUMP JEP 2.0
VARIABLE SPEED - LOW SPEED = 36 GPM M
HIGH SPEED =150 GPM @ 50 TDH
3" SUCTION PIPE @ 150 GPM = 6.63 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.5" BRANCH PIPE @ 75 GPM = 5.13 FT./
EC.
(6 FT./SEC. MAX. - PRESSURE LINES)
3" PRESSURE PIPE @ 150 GPM = 6.63 FT.
EC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER = 27.6 GPM @ 0.375 GPM/
Q. FT.
= 73.6 SQ. FT. FILTER AREA
THERAPY PUMP = 2 HP JANDY PLUS HP PHPM
VARIABLE SPEED - LOW SPEED = 36 GPM M
HIGH SPEED = 165 GPM @ 35 TDH
3" SUCTION PIPE @ 165 GPM = 7.29 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.5" BRANCH PIPE @ 82.5 GPM = 5.64 FT
/SEC.
(6 FT./SEC. MAX. - PRESSURE LINES)
3" PRESSURE PIPE @ 165 GPM = 7.29 FT.
EC.
(10 FT./SEC. MAX. - PRESSURE LINES) IS
HEAT PUMP. W/ (3) 46CU&
2 HP JANDY PLUS HI' PUMP MOTOR w/
(1) #10 CU GROUND IN V CONDUIT BUILT-IN OVERLOAD SWITCH W/ 3 - #10
TURN CU WITHIN 1/2" MIN. CONDUIT
60 AMP POOL PANEL W/
MANUAL MOTOR STARTER SWITCH
3 - #6 TURN CU WITHIN
%" ELEC. CONDUIT
2 HP JANDY E-PUMP MOTOR w/ BUILT-IN
#8 SOLID CU GROUND WIRE
OVERLOAD SWITCH W/ 3 - #10 TURN CU
TO EXIST. PANEL
WITHIN Y2" MIN. CONDUIT
IME CLOCK
S.............. P.S........... T. TOGGLE
W. P. DISCONNECT
SWITCH
12 VOLT TRANSFORMER
POOL LIGHT -'
( GFI NOT REQUIRED)
JUNCTION BOX
(1) SPA LIGHT
(GFI NOT REQUIRED)
-
I.ALL ELECTRICAL TO COMPLY WITH 2O08 NATIONAL ELECTRIC CODE.
2. 3412 THHN CU WITHIN 1/2" MIN. CONDUIT FOR POOL LIGHT(S),
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ #8 SOLID, BARE COPPER.
4. PROVIDE W.P.G.F.I.OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC680.22(B).
ELECTRICAL DIAGRAM
N.T.S.
NOTE:
REMOVE GRATE AND WELL POINT
PLUG FROM MAIN DRAIN AND
ATTACH AUX. PUMP LINE WHEN
EMPTYING POOL
POOL STEEL
0-
0
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
1 3/4" x 3116" TAPCONS USED AT
POOL PUMP AND FILTER
4" THICK REINFORCED CONCRETE SLAB
2" MIN.
FAPU♦vD
FILTER \��
POOL PUMP, FILTER AND HEATER
ANCHOR POINTS -TYPICAL SIMPSON HGAIO HURRICANE TIE -DOWN Iv/
2 - 1 1/4"x 3/16" STAINLESS STEEL TAPCONS
IN SLAB & 2 - 3/16" STAINLESS STEEL SHEET
METAL SCREWS IN BEATER - TYPICAL AS SHOWN
OR SEE MANUFACTURER'S TIE -DOWN DETAIL.
ANCHORING SYSTEM DESIGNED TO MEET
FLORIDA BUILDING CODE 2010
170 MPH (ULT.), 132 M.P.H. (ASD)
3 SECOND GUST EXPOSURE D.)
POOL EQUIPMENT ANCHORING DETAIL
SEE MFGR. SPECIFICATIONS FOR ADDITIONAL
ANCHORING INFORMATION - HEATER SHAPE MAY VARY
POOL SPECIFICATIONS
SIZE: MIX 26' DEPTH: Y TO 4'-11"
VOLUME: 9,950 GALLONS ELEVATION: DET. ON SITE
TURN OVER RATE: 4.60 HR. (a, 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 1.10 HR. Ca, 150 GPM - HIGH SPEED)
DESIGN FLOW RATE: = 9,950 GAL./6 HRS./60 MIN. = 27.6 G.P.M.
TILE: STANDARD THERAPY JETS: (6) IN SPA
POOL FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS: POOL (3) SPA (2)
DECK: PAVERS ELECTRIC: BY OTHERS
POOL LIGHT: LED SPA LIGHT: LED
LADDER: NO HANDRAIL: NO
PUMP: 2 HP JANDY PLUS - PHPM
A.P.S.P. PUMP CERT.: CURVE A - 34 GPM @ 1725 RPM
FILTER: JANDY CS250
CARTRIDGE - 250 SQ. FT. FILTER AREA
HEATER: JANDY EE2500 HEAT PUMP
VACUUM LINE: YES
POOL AREA: 305 S.F. PERIMETER 80 L.F.
SPA AREA: 49 S.F. PERIMETER 28 L.F.
JANDY RS4 ONE -TOUCH CONTROL SYSTEM
(2) 8" DIA. MAIN DRAINS
TIED TOGETHER - 36" APART
(DRAINS TO BE COMPLIANT W/
/ASME/ANSI A112.19.8-2007
200 GPM @ 1.48 FT/SEC. MIN.
FLOW THRU EACH GRATE)
3" SCH 40 PVC
SUCTION TO PUMP
(31' SCH 80 WHEN REQUIRED)
MAIN DRAIN DETAIL
N.T.S
CV i
T- 1
rA_m0
EQUIPMENT LAYOUT
SCALE: N.T.S.
LEGEND
1. 3" RETURN TO JETS
2.3" SPA MAIN DRAIN LINE
3.3" SPA MAIN DRAIN LINE
4.2" VACUUM LINE
5.3" POOL MAIN DRAIN LINE
6.2" SKIMMER LINE
7. 1" LION HEAD SUPPLY LINES
S. 3" POOL RETURN LINE
9.3" SPA RETURN LINE
A. 2 HP JANDY THERAPY E-PUMP
B. 1.5" TO WASTE OR DISCHARGE
TO GROUND
C. 2 HP JANDY PLUS HP PHPM REC. PUMP
W/ APPR HAIR & LINT STRAINER
D. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
E. JANDY EE2500 HEAT PUMP W/
INTERNAL BY-PASS
F. VALVES (TYPICAL)
GENERAL NOTES:
1.
ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE
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GROUNDED PER CODE.
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2.
POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS.
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3.
ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS
OF NEW BILLET STEEL, CONFORMING TO ASTMA-615, GRADE 60, STEEL SHALL
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BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH ACI STANDARDS.
4.
GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF
THE SUCTION LINE.
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5.
STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER.
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6.
POOL TO BE FENCED PER LOCAL CODES.
7.
GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE.
F
S.
DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY
WITH THE REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI 5;
ANSI/ NSPI 6; AND ANSI/APSP 7 2006 AND ANSI/APSP.ICC-15 2011.
9.
SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER
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DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS
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DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM
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NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN
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OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.Qn
10.
ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH
THE 2010 FLORIDA BUILDING CODE - RESIDENTIAL, SECTION R4101-PRIVATE
SWIMMING POOL AND LOCAL AMENDMENTS, IF ANY.
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11.
RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH 2O10
FLORIDA BUILDING CODE - RESIDENTIAL R4101.17.
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12.
SOIL STATEMENT - IN ACCORDANCE WITH FBC 2010 SECTION 1818, HVHZ
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BEARING CAPACITY OF SOIL: BASED UPON RATIONAL ANALYSIS,THE
IN -PLACE BEARING CAPACITY OF THE SOIL BENEATH THE POOL SHALL
BE 550 PSF AND 2000 PSF FOR RELATED STRUCTURES SHOWN WITHIN
THESES PLANS AFTER EXCAVATION AND COMPACTION IN
I/1-
ACCORDANCE WITH CURRENT EDITION OF FBC. SHOULD ANY MUCK, MARL, -
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OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD
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BE REMOVED IN THEIR ENTIRETY, ALL CONSTRUCTION SHALL STOP AND
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THE ENGINEER OF RECORD SHALL BE CONTACTED TO CONDUCT AN
INSPECTION.STRUCTURAL ELEMENTS ARE DESIGNED WITH A
REQUIRED BEARING CAPACITY AS STATED ABOVE, UNLESS OTHERWISE
SPECIFIED. FIBERGLASS AND VINYL LINER POOLS REQUIRE 250 PSF SAFE
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BEARING CAPACITY UNLESS OTHERWISE SPECIFIED.
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13.
POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL
DIMENSIONS, POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
(CONTACT ENGINEER IF ANY DISCREPANCIES ACCRUE)
14.
POOL PLANS ARE DESIGNED TO MEET THE 2010 FLORIDA BUILDING
F
CODE - RESIDENTIAL -CRATER 41 SWIMMING POOLS -SECTION R4101.6.
15.
ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
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ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND 2010 FBC W/-
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RESIDENTIAL CHAPTER 41, SECTION 4101.6.6.
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PLUMBING
NOTES:
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1.
ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF
SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE 2010
FLORIDA RESIDENTIAL CODE, PLUMBING AND SECTION R4101- PRIVATE
SWIMMING POOLS.
2.
POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT
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EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES
CW.)
AND 10 FT/SEC. PRESSURE LINES.
3.
VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE
FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE
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SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE
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DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A
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SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE
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READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.
4.
WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
VERTICAL CHECK PATTERN.
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5.
ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS
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OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF
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RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION.
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6.
ALL POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL
BEAR THE H.S.P. SEAL OF APPROVAL.
7.
THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK
V
ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
VALVE.
S.
WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS
SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL.
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9.
UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER
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SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY
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MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACKFLOW PROTECTION.
NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER
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A DIVING BOARD, OR PROPERLY GUARDED.
10.
ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE
COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
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THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC
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WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15
MINUTES.
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11.
JOINTS. AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA
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BUILDING CODE, PLUMBING.
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12.
ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR
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UNION CONNECTION ADJACENT TO THE HEATER.
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13.
PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER 2010 FLORIDA BUILDING
CODE - 605.21.
14.
GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS.
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(SEPARATE PLANS AND PERMIT REQUIRED)
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15.
SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
RECOGNIZED TESTING AGENCY.
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16.
PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY.
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DRAWN BY:
MAP
CHECKED BY:
WJC
DATE:
1-20-14
SCALE:
AS NOTED
JOB NUMBER:
13 - 205
SHEET
3 OF 3