HomeMy WebLinkAboutRevisionsOFFICE USE ONLY:
DATE FILED: -a. It,
REVISION FEE: —f� —
Sk'% \ \ D<v�e1 h<1
PERMIT # OO t - 0$ 3
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING& CODE REGULATION DIVISION - -
2300IVIRGINIAAVENUE 9 V-n
FORT PIERCE, FL 34982.5652
Lg72) 4621553 MAY 2` 8 2020
APPLICATION PO BUILDING PERMIT REVISIONS ST' I'll, County, permitting
PROJECT NFORMATION
LOCATION/SITE
ADDRESS:
335 5 -no c4 )), . A -
�SL --V:,\ 3-1�ig13
DETAILED DESCRIPTION OF PROJECT
.REVISIONS:
ADO SrComD 4k,m cu' fib P&oL P2osE.GT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: PC ) 6 1 c L4 ST. LUCIE CO CERT. #: " ID-D biA_
BUSINESS NAME: DrC/,-km lv L
QUALIFIERS NAME:A�,r M.
ADDRESS: v� lal Av>T
CITY: TJl_ STATE: l ZIP:
PHONE (DAYTIME): q c) Gt (0 3Cl FAX:
OWNER/BUILDER INFORMATION:
NAME: E
ADDRESS:
CITY: �r-1 Sk. LucaC STAI'TE:A--I ZIP: 3y�f',
PHONE (DAYTIME: a3S- &j\ Gy \q FAX: 00a 336-
ARCHITECT/ENGINEER INFORMATION:
NAME: lur�i-S - ��rlC�lpi �r�C
ADDRESS: q� t L k
CITY: 'awn 1 „,h Cf�r cn- STATE: -:r1 ZIP:
PHONE (DAYTIME): *�lol • l03(] f3s3'1 _''r FAX: ) .
SLCCCr 9123109
Revised 06130117 REVI$10N
A
L €
3/8" THICK STUCCO (1) #4 DIA. REBAR
CONT. IN TOP,
FINISH OR TILE -
s ,
POOL EQUIP.
/ SEE! SITE PLAN:
/ BY OTHERS
/ REINFORCED OR
PRODUCT APPROVE
CONCRETE SLAB(S
COURSE -EACH i
TYP. BOTH SIDES WALL (2) ROWS OF 8" X 16" CONCRETE NOTE: / // (FIELD VERIFY SIZE
BLOCK W/ 3000 PSI CONCRETE LOCATION
LADDER TYPE 16„ FILLED CELLS & #4 DIA. REBAR 48" MIN. HIGH FENCE W/SELF LATCHING GATE , /
DURA WALL VERTICAL@ 24" O.C.- THAT SWINGS OUT AWAY FROM POOL AREA O //
EVERY COURSE STAGGERED IN EACH WALL /
VERIFY EXIST. FENCE IN COMPLIANCE W/
CHILD SAFETY BARRIER REQUIREMENTS PER
Tor of 21 ` 4" 4" FBC SIXTH EDITION (2017) EXISTING OR SEE /
POOL DECK GRADE SEPARATE PERMIT IF NEW - (BY OTHERS)
" mm, -;,' 5
10" i
COMPACT SOILS TO
10" X 24" CONT. (3000 PSI 95% MAX. DRY DENSITY
CONCRETE) FOOTING 2'
W/ (3) #4 DIA. REBAR
CONT. & #4 DIA. REBAR
@ 24" O.C. TRANSVERSE
I`
21" RAISED SEAT WALL SECTION
SCALE: 3/8" = l'-0"
4'
41
t � j
48" X 48" X 12" DEEP -
L l - Lj- 1 4 3500 PSI CONCRETE
FOOTING W/ #4 DIA.
REBAR @ 6" O.C.E.W.
TRELLIS FOOTING DETAIL
SCALE: 3/8" = V-0"
0
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e
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
P
22'-3"
/
/
/ 6' D.E. & U.E.
5'-llrr /
/
18" RAISED
SEAT WALL - SEE
SECTION
6'-3 \ 5'-6" 4'
v v v 10'-10" 1RAISED 21" W/(l)
V A 24" SHEER
2' \ \ \ \ DESCENT
\ 14'-7"
STEPPING
I STONE
4' PAD W/
6'-8" \ 5'-6" I 2' I I SECONDARY
POUR -
SEE SECT ON
r
(4)48"X48"X
l0'-8"
gr_5rr I/ 12" FOOTING
/ / I FOR FUTURE
TRELLIS -
/ 49'-8" // / // // „ I I I I ( SEE SECTION
I (TRELLIS -
36' LBY OTHERS)
lOr-211 �,/ 4, I, 2, i I
(6)#4 DIA. X IVLONG
REBAR @ 6" O.C. �/
CENTERED ON CORNER (6) #4 DIA. X 6"
REBAR @ 6" O.C.
WHERE SHOWN HANDHOLDS OR
PERIMETER BONDING
WIRE @ 18"MIN. - 24" MAX.
FROM W.L. (SEE DETAIL)
CENTERED ON CORN R I I
EQUAL REQUIRED'- WHERE SHOWN I I
SEE DETAIL OR V-6'
EQUAL 8' I i
24" THICK WALL
RAISED 21" W/(2) 24" ® I
SHEER DESCENT I I
8'
41
1 IL
�I
— — — — — — — -- — — — — ----------------------- —I -
-- — — — ——— — — — — ------------------- ——7------ -
4 -1
28' I 112' I I 81
40'
L ---J L— ---�
9'-6"
14'-1"
8' 12'
22'-1"
NOTE:
PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER FBC SIXTH EDITION, 2017
EXIST, RESIDENCE
17'-6"
POOL LAYOUT PLAN
SCALE: 1/4"=1'-0"
\
NOTE:
FINAL YARD GRADES TO BE FLUSH
WITH EDGE OF POOL DECK (OR POOL
WHERE NO DECK IS PROVIDED) AND TO
SLOPE AWAY FROM POOL/DECK AT
1':12' MAX. FOR FIRST 6' FROM EDGE.
1 27' 32'-4"
15'
12'
R
I
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I II
1 ,
I
6 D.E. & U.E.
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I II
NOTE:
THESE PLANS ARE FOR POOL I
STRUCTURES, PLUMBING, I ,
EQUIPMENT/ELECTRICAL & DECK I I
ONLY. ALL OTHER FEATURES I
DESIGNED BY OTHERS.
I I
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I II
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I II
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
�te (.Zo
MAY 2.@ nn?q
ST, Lucia County, Pormittin®
REVISION
10' D.E., & U.E. '
/ 1
/
POOL EQUIP, \ \ 1 I
SEPLAN:
BY OTHERSII
REINFORCED OR I
PRODUCT APPROVEDCONCRETE SLAB(S)
I 1
(FIELDVERIFY SIZE & i I
JI LOCATION)
1
AUTO -FILL DEVICE W/
/ FROM
FRESH WATER SUPPLY LINE
/ FROM EX. HOSE BIBB - BY OTHERS I I
/ FIELD VERIFY H.B. LOC.
/ & 2" OVERFLOW LINE TO YARD
/ BUBBLER - BY OTHERS / I
oz
z" six an
2" SCH 40
6' D.E. & U.E. I a
g I 1
12" DE)''IH I I 1
STEPPING
STONE � Cl D.E. & l?.E.
/ SECONDARY ! '
16" THICK WALL POUR -
RAISED 21" W/(i) SEE
24" SHEER DESCENT SECTION i 1
(2) SKIMMERS C
I
12" DEPTH I
/ ! 1
2" SCH 40 I I
A e
(4) CMP - 32" CHANNEL
/
DRAIN #25506-32X-000 (308 O SUPPLY LINE
GPM @ 2.55 FT/SEC THRU TO RAININ SUPPLY
SAIN
� GRATE -SINGLE ( I
NBLOCKABLE 24" THICK WALL LS" SCH
c� X 2.5',O OR EQUAL .RAISED 21"W/(2)
/ \ HANDHOLDS OR 24" SHEER
/ \ CH EQUAL REQUIRED -. ',DESCENT I 1
SEE DETAIL EQUAL OR (2) BUBBLERS
/ (4)DECK JETS 1�"BENCH - y, SCH
WNALV9 20" BELOW
/ W.L.
/
/ STEPS
S 240 SMIN. 12" DEPTH I 1
by (6) INLETS TOPP TREAD
� (8) LED LIGHTS - ti I
18" BENCH - NICHELESS. STUB -OUT FOR
20" BELOW POOL CLEANER
/ W.L.
Je 12"
' I/Z_ 2" SCH 40
11
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/ JANDY LEVOLOR K-1100 - 1
/ ELECTRONIC WATER I
/ LEYELER ONOTHERS FIELDX. EBIBB_ EXIST. RESIDENCE
/ BY OTHERS - FIELD VERIFY
/ H.B. LOC. 1
I
POOL. PLUMBING PLAN
/ SCALE: 1/4"=1'-0" !
REVIEWED FOB
CODE COMPLIAb
ST. LUCIE COUN
BOCC
REVINYv►1,4
r,
12" 12"
12'
BULLNOSE.
BRICK COPING
SAND SET, INTERLOCKING
PAVER DECK
...fl 11 "IL.
18" MIN: 24" MAX.
(ENTIRE PERIMETER)
W.L. ,
7'
SLOPE DECK @"PER. FOOT
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Sr!
WL.
m
_
$.Srr
W.L.r
T"
-
CLEAN FILL COMPACTED TO
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4,r-6„
8.5"
1 "
95 % MAX. DRY DENSITY
COPPER BOND
BELOW
..
'
=<�
UNDER DECK ONLY
#8 SOLID BARE
_. -"� ;
SUB -GRADE
10,
\CLEAN
WIRE W/APPR-CLAMPS
F
,,.
2-#4DIA.REBAR
ONE ON EACH SIDE OF
._.:,- r .... _.-_.:...--',
,
„_ .-� ; ; _. ..:.... COMPACTED
-.w.+..
I
TOP OFBEAM'
POOL 4T0•FAL).
10"
.., SOIL
_
i
10"
DIA. REBAR @ 1211
MARCITE 3 3
(1) #8 SOLID BARE COPPER WIRE
AS SHOWN
- ''-•- r : f
- -.. =
�
'-
O.C.E.W. IN SUN
OR EQUAL.
BONDED TO POOL STEEL
. , � �
8"
SHE LF/STEP AREA
REINFORCING STEEL
#4 DIA. REBAR @
WIRE REQUIRED AT PERIMETER OF POOL
NOTE: BONDING Q-
BENCH SECTION
8
'�
u o.c.E.w.-
E UIPOTENTIAL BONDING DETAIL
Q
STEP SECTION
RADIIUS
WALLS &FLOOR
-
VARIES
' •.`
PER FLORIDA BUILDING CODE ADAPTATION OF
N.E.C. 2014 SEC. 680.26
�
TYPICAL WALL SECTION
_
4rr
SKIMMERCOVERW/
MIN.
WRAP (2)#3 DIA. AROUND
ADJUSTABLE COLLARSKIMMER,
TIED TO POOL STEEL
_
14"_
WATER LINE
}
s
12"
`
PIPE REDUCED TO 1"
4
AND RUN TO DECK
it
i
"
BOX
•'
LEAF BASKET
H NDHOLD SHALL BE ACCESSIBLE WITHIN 4 FEET
• '
NOT TO EXCEED 8 FEET AT ANY TWO POINTS'
VC CORD
VACUUM FITTING W/.
ALONG THE INSIDE OF THE POOL PERIMETER
"
LED L;GH'I"
7INSTALLED
SELF -CLOSING SAFETY COVER
WHERE THE WATER DEPTH EXCEEDS 4 FEET
'•'-"''
TO POOL PUN
MODEL#400
: HANDHOLD DETAIL
25 GPM MIN. FLOW
L -
(HAYWARD
IPE
OR EQUAL)
VACUUM LINE DETAIL
LED LIGHTDETAIL
Florida Building Code Sixth Edition (2017
ASCE 7-10
Type of Construction = Type VB (Unprotected)
Building Design = Open
Ultimate Wind Speed =170 MPH, 3 second gust
Nominal Wind Speed =132 MPH
Exposure = D
Risk Category = II
Group = U
Max. Wail Height = 21 If
Soil Searing Capacity = 2,000 PSF
DOUBLE MAT 94
DIA. REBAR @
12" O.C.E.W.
TILE OR 21
STUCCO
FINISH I
24" BRICK COPING
TILE FINISH
NNII,'27"
CLEAN I
COMPACTED
SOIL
I
DOUBLE MAT #4
DIA. REBAR @
12" O.C.E.W.
TILE OR 21 "
STUCCO \\
FINISH
1=111E,
#4 DIA.REBAR
na, 12" O.C.E.W.
EE
81� .
RAISED WALL SECTION
/ BRICK COPING
TILE FINISH 2' X 4' STEPPING
STONE
27" #4 DIA. REBAR
12" O.C.E.W.
III'
CLEAN -III COMPACTED--I-ITI-
SOIL
16"
IIIIIEll IIIIEll IIIII11I_II, .III
STONE SECTION
1211
5'
SKIMMER DETAIL
40'
25' 10' -
16.6' 31 -611
5' I' SLOPE
POOL SECTION
APE 'O' POOL
EQUIPMENT LAYOUT
SCALE: N.T.S.
POOL SYSTEM FLOW RATE: 150 GPM
5" (MAXIMUM FLOW FROM PUMP CURVE)
L. REC./THERAPY PUMPS = 2.7 HP JANDY E-PUMP JEP2.OVS
VARIABLE SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED =150 GPM @ 42 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./SEC.
(6 FT./SEC. MAX. - SUCTION LINES)
g" 3" PRESSURE PIPE @ 150 GPM '= 6.63 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER = 150 GPM @',1 GPM/ SQ. FT.
= 150 SQ. FT. MIN. FILTER AREA
2.7 HP FEATURE PUMP #2 MOTOR w/
BUILT-IN OVERLOAD SWITCH W/ 3
#10 THHN CU WITHIN 1/2" MIN.
CONDUIT (CONNECT TO 20 AMP - 2
POLE GFCI BREAKER) 2.7 HP FEATURE PUMP #1 MOTOR w/
HEAT PUMP/CHILLER WI (2) #6 CU, BUILT-IN OVERLOAD SWITCH W/ 3 -_
#10 THHN CU WITHIN 1/2 MIN.
(1) 410 NEUT. & (1) #10 CU GROUND IN
3/4" CONDUIT (CONNECT TO 50 AMP - CONDUIT (CONNECT) 20 AMP - 2
2 POLE GFCI BREAKER) POLE GFCI BREAKER)
MANUAL MOTOR STARTER SWITCH
POOL PANEL W/ 100 AMP 2.7 HP REC. PUMP MOTOR w/ BUILT-IN
(100% RATED) 2-POLE BREAKER OVERLOAD SWITCH W/ 3 -#10 THHN
CU WITHIN 1/2" MIN. CONDUIT
(CONNECT TO 20 AMP - 2 POLE GFCI
(2) - 93,(1) #4 NEU & (1) #8 BREAKER)
GROUND THHN CU IN
11/411 RPVC CONDUIT E
S.P.S.T. TOGGLE
SWITCH -
(8) POOL LIGHTS 12 VOLT TRANSFORMER
(GFI NOT REQUIRED) JUNCTION BOX
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
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 NEC 680.22(B).
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS.
ELECTRICAL DIAGRAM
N.T.S.
CMP-32"CHANNEL DRAIN
i-M----
#25506-32X 000 (308 GPM @
2.55 FT/SEC THRU GRATE -
HYDROSTATIC RELIEF VALVE
SINGLE UNBLOCKABLE
PORT OR CAP OFF
OR EQUAL 31/4"
FLOOR
FINISH PLASTER
MAIN DRAIN SUCTION LINE
HYDROSTATIC RELIEF VALVE &
TIED TOGETHER AS SHOWN
PERFORATED PVC COLLECTION
ABOVE -PIPE SIZE PER
TUBE, WHERE REQUIRED
PLAN
MIN. i YARD GRAVEL SUMP
NOTE: 38.79 SQUARE INCH OPEN AREA,
WRAPPED W/ DRAIN. FEILD
308 GPM =2.55 FEET PER SECOND
CLOTH (RECOMMENDED)
CMP Channel Main Drain Detail
SCALE: N.T.S.
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
ANCHOR POOL PUMP AND
FILTER PER MFGR'S. N.O.A.
q 4" THICK REINFORCED CONCRETE SLAB
2" MIN.
F.G. PUMP .
FILTER HEATER
POOL PUMP, FILTER
AND HEATER ANCHOR
POINTS MAY VARY
POOL EQUIPMENT ANCHORING DETAIL
SEE MFGR SPECIFICATIONS FOR ADDITIONAL ANCHORING
INFORMATION- EQUIPMENT SHAPES MAY VARY
LEGEND
1. 3" SWIM JET SUCTION LINE
2. 3" SWIM JET FEED LINE
3. 2" RAIN CURTAIN FEED LINE
4. 6" SUCTION LINE TO SWIM JETS
5. 4" MANIFOLD LINE
6. 3" SWIM JET FEED LINE
7. 2" SHEER DESCENT FEED LINE
8. 2" VACUUM LINE
9. 3" POOL MAIN DRAIN LINE
10. 2" SKIMMER LINE
11. 3" SWIM JET FEED LINE
12. 2" BUBBLER FEED LINE
13. 1.5" DECK JET FEED LINE
14. 3" POOL RETURN LINE
A. 1.5" TO WASTE OR DISCHARGE
TO GROUND
B. JANDY 2.7 HP FEATURE PUMP #1
C. CHECK VALVE
D. JANDY CS100 CARTRIDGE FILTER W/
PRESSURE GAUGE AND AIR RELIEF VALVE
E. 3-PORT VALVE - 3" X 2.5"
F. JANDY 2.7 HP FEATURE PUMP #2
G. JANDY 2.7 HP REC. PUMP W/ APPROVED HAIR
& LINT STRAINER
H. JANDY CL580 CARTRIDGE FILTER W/
PRESSURE GAUGE AND AIR RELIEF VALVE
L 2-PORT VALVE - 2.511 X 2"
J. JANDY JE3000TR ELECTRIC HEAT
PUMP/CHILLER
K. PLC1400 CHLORINE GENERATOR
L, 3-PORT VALVE - 2.511 X 2"
M. INSTALL PERMA-CAST PB-2011 WATER BOND
OR APPROVED EQUAL TIED TO
PUMP GROUND W/ #8 SOLID COPPER
& APPROVED LUG (MIN. 9 SQ. IN
SURFACE AREA EXPOSED TO WATER)
PER MFGR'S SPECS (FIELD VERIFY LOCATION)
GENERAL NOTES:
1.
ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE
M
GROUNDED PER CODE.
` 6
2.
POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM
Lf)
COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS.
3.
ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS
W
OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL"0-1
BE BENT, MIN. 40 DIA. LAP SPLICE AND PLACED IN ACCORDANCE WITH ACI
04
STANDARDS. PROVIDE 3" MIN. CONCRETE COVER OVER REINFORCING STEEL.
I-0
yr
4.
GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF
2
U
THE SUCTION LINE.
CAZ
5.
STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER.
Uj
6.
POOL TO BE FENCED PER LOCAL CODES.
'
7.
GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE.
8.
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. _ '
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9.
SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH.A COVER
0
DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS
Z -
DERIVING OVER 70PERCENT OF THE ENERGY FOR HEATING FROM
�.
NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN
OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
10.
ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH
THE FBC SIXTH EDITION (2017) - RESIDENTIAL -PRIVATE SWIMMING POOL AND
W
LOCAL AMENDMENTS, IF ANY.
0*
11.
RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SIXTH
Z
EDITION (2017)- RESIDENTIAL CHAPTER 45-PRIVATE SWIMMING POOL.
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12.
PRESUMPTIVE LOAD -BEARING VALUE OF SOIL AN ACCORDANCE WITH FBC
SIXTH EDITION (2017) SECTION 1806.2 THE SOIL BEARING VALUE SHALL BE A
MINIMUM OF 2000 P.S.F. (FOLLOW GEOTECHNICAL ENGINEERING REPORT
r3
RECOMMENDATIONS OR INDUSTRY ACCEPTED STANDARDS - BY OTHERS)
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13.
SHOULD ANY MUCK, MARL, OR OTHER ORGANIC SOILS BE :DISCOVERED ONE
1A
EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, ALL
a
CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE
a"
W
CONTACTED TO CONDUCT AN INSPECTION.
14.
POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
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POOL 'LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
H
(CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
15.
POOL PLANS ARE DESIGNED TO MEET THE FBC SIXTH EDITION (2017) -
RESIDENTIAL -PRIVATE SWIMMING POOLS.
16.
ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
F
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC SIXTH
EDITION (2017) - RESIDENTIAL CHAPTER 45.
PLUMBING NOTES:
a
1.
ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF
Z
SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC
a
SIXTH EDITION (2017), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.
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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
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AND 10 FT/SEC. PRESSURE LINES.
C4
3...
VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE
"
FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE
SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE -
DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A
W
SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE
U
READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.
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4.
WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
O
VERTICAL CHECK PATTERN. -
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5.
ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS
W
OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF
a
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.
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7..
THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
WHEN EMPTY, FOR WATER TABLE UP TO Y-0" BELOW POOL/SPA DECK
H
0
ELEVATION.HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
Z
ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
VALVE,
A
8.
WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO.THERE IS NO CROSS
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SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL.
9.
UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER
(:j
SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY
MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACKFLOW PROTECTION.
NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER
A DIVING BOARD, OR PROPERLY GUARDED.
10.
ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE
U
COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC
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
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 FBC SIXTH EDITION (2017).
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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 BEAK THE LABEL OF A
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RECOGNIZED TESTING AGENCY.
16.
PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY..
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POOL SPECIFICATIONS
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SIZE: 36'-3" X 40'-0" DEPTH: Y-6" TO 5'-0"
VOLUME: 15,991 GALLONS ELEVATION: DET. ON SITE
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TURN OVER RATE: 7.4 HR. (& 36 GPM MAX. - LOW SPEED
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(TURN OVER RATE: 1.8 HR. na, 150 GPM - HIGH SPEED)
DESIGN FLOW RATE: = 15991 GAL./6 HRS./60 MIN. = 44 G.P.M.
TILE: STANDARD
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POOL FINISH: MARCITE OR EQUAL
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PIPING: SCH. 40 INLETS: POOL 6
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DECK: PAVERS 'ELECTRIC: BY OTHERS
POOL LIGHT: (8) LED - NICHELESS
LADDER: NO HANDRAIL: NO
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FEATURE PUMP #1: 2.7 HP JANDY E-PUMP - VSSHP270AUT
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FEATURE PUMP #2: 2.7 HP JANDY E-PUMP - VSSHP270AUT
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REC. PUMP: 2.7 HP JANDY E-PUMP - VSSHP270AUT
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A.P.S.P. PUMP CERT.: CURVE A - 35 GPM (a), 1730 RPM
FILTER: JANDY CL580 CARTRIDGE
580 SQ. FT. FILTER AREA REVIEWED FOR
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FILTER: (2) JANDY CS100 CARTRIDGE CODE COMPLIAN
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HEATER: JANDY JE3000TR HEAT PUMP/CHI
VACUUM LINE: YES
POOL AREA: 668 S.F. PERIMETER 152 L.F.
AUTO -FILL: YES OVERFLOW: YES
CHLORINE GENERATOR: JANDY PLC1400
POOL CONTROLLER SYSTEM: YES - JANDY
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