HomeMy WebLinkAboutConstruction Plans1'120PEKCY LINE ---------•
F----------------------------
i 81 I611
I19
I 1G'
1 i
48" HICII POOL. BARRIER
PER. FBC SIXTH EDITION (2017) r PERIMETER BONDING
RESIDENTIAL CIIAP'I'ER 41. 7 -6r W112E Q 18"MIN. - 24" MAX.
(20" MIN. FROM POOL WATERLINE) I ROM W.L. (SET; DETAIL)
2" SC11 40
5'-10"
AQUASIAR32CDr7.-32" 5'-9" 30' —
CIIANNEL,DRAIN (316CPM(t 3.9
FT/SEC TIIRU GRATE -SINGLE
L INBLOCKABLE COMPLIANT W/ /
ASME/ANSIA 112.19.8-2017 71-611 �r_411 8-111
OR EQUAL.
15'
2.5" SCH v
40
(3) INIT IS (2) LED STUB -OUT FOR
LIGHTS- POOLCIFAi
\ NICIIELESS
'J ——
— Li"-5'CII
231-911
IIII
IIII
I
II
POOL EQLH>.
LLL
SEE SITE PLAN:
L
BV OI HERS
REINFORCED OR
PRODUCTAPPROVED
CONCRETE SLAB(S)
(FIELD VERIFY SIZE&
LOCAL ION)
34'-6" 1 20'-10"
20'
SKIMMER
71-611
w
12' -2" 21. 1-511 IT -3� 11
�
EXIST. RESIDENCE
NOTE:
POOL CONTRACTOR TO VERIFY ALL
PROPERTY LINE LOCATIONS AND POOL
ELEVATION PRIOR TO CONSTRUCTION.
POOL LAYOUT AND DIMENSIONS TO BE
VERIFIED W/ OWNER PRIOR TO
CONSTRUCTION
-------------------------
NOTE: '
FINAL YARD GRADES TO BE FLUSTI
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
I
1
I
1
I
7 6
I
1
�
I
Ir
\
a
— 6'
I`
STEPS
240 SQ. IN. MIN.
2" PVC
'I OP
UMBRELLA
/ SLEEVE
IT FLUSH WI -I'll
1
SUN SIILLF
POOL LAYOUT & PIPING PLAN
SCALE: 1/4"=1'-0"
NOTE:
THESE PLANS ARE FOR POOL
STRUCTURES, PLUMBING,
EQUIPMENT/ELECTRICAL. & DECK
ONLY. ALL OTHER FEATURES
DESIGNED BY OTHERS.
Ndoo �11�
c0o9 n1 • yS
xj- no0 �o01 -ao00
3�N � Q3M91�3
I`-�tP-05iVE D
MAY 0 6 2020
ST. Lucie County, Permitting
W M
M
•� O
N_ U
w _o
V� LTA
.
%
=G' �4
m
.�;Lu
LU co
coy
do
•
~J M 00 In
FF~��
00
M
In N
W
F`I C7 �t
U 0000
Fil C
0000 a P ,
V
M�
W
a
a
a,
O
0 �,
0
W
A
O
SAND SET', INTERLOCKING GENERAL NOTES:
ES: N i
„ HEAT PUMP W/(2)#b CU, (1) #10 NEUT.
18" MIN: 24" MAX, ffi (1) #10 CU GROUND IN 3/4" CONDUIT N
PAVER DECK 12 18'1. @
(CONNECT TO 50 AMP • 2 POLE CFCI 1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE � h
`$ULLNOSE (ENTIRE PERIMETER) VARIES ' BREAKER) MANUAL MOTOR STARTER SWITCH GROUNDED. PER CODE. P z
BRICK COPING , „-- '
SLOP .DECK a) /, PER. FOOT 2. POOL TO BE CONSTRUCTED OF CONCRETE7GUNITEWITH AMWIMUM
C,
POOL PANEL W/ 60 AMP 1.85. HP REC. PUMP MOTOR w/ Z
„ W
3 ��, : (100°f RATED)2-POLE. BREAKER BUILT-IN OVERLOAD SWITCH W/3- COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS..
wIll.- '^''� #10 THHN CU WITHIN 1/2 MIN.'
3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS Z
CLEAN FILL COMPACTED TO r 10.5 P CONDUIT T020AMP-2 hr
r BELOW ,G
o- #B SOLID BARE - ... ,<
r- �'95 % MAX. DRY DENSITY B-GRADE ur � � � POLE GFCI BREAKER)
u s B GRA OF NEW BILLET STEEL,CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL
x m WIRE WIAPPR. CLAMPS n _, - O
m UNDER DECK ONLY .. 10.5 /�,r: `. \ (3) -Nb & (1) #10 cllouno B E IN. 40.DIA. LAP SPLICE AND PLACED IN ACCORDANCE WITH ACI =�
a U (ONE ON EACH SIDE OF 4- `CLEAN �i IME CLOCK BE BENT, M $ I U py
a ._ - -_ - : THHN CU IN 1 RPVC S.P.S.T. TOGGLE „
POOL-4TOTAL> CRETECOVER OVER REINFORCING STEEL. : d`
2-#3DIA.REBAR 10.5" '.,�. - COMPACTED CONDUIT. SWITCH [ WaDlscoNNECT STANDARDS. MIN. CON
". ;• - TOP of BEAM ' 12 VOLT TRANSFORMER 4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA. OF 4 TIMES THE AREA OF
x z P WIRE 3 DIA. REBAR @ 6„ SOIL (z) LED POOL LIGHTS
W U
E x (1)#8SOLID BARE CO PER ►0:5 / THE SUCTION LINE. Z
BONDED TO POOL STEEL A5 SHOWN "' - ( JUNCTION BOX „ ,� A
= 33 =x O.C.E.W.IN.SUN GFI NOT REQUIRED)
bIARCiTE 5. STEPS TO HAVE A 10 .MINIMUM TREAD AND A 12 MAXIMUM RISER. rA
OR EQUAL NOTE: BONDING WIRE REQUIRED ATPERIMETEROF POOL SHELF/STEP AREA
6, POOL TO BE FENCED PER LOCAL CODES.
REINFORCING STEEL EOUIPOTENT►AL BONDING DETAIL. - 7. GATES TO BE.SELF-LATCHING, SELF -CLOSING AND.LOCKABLE. A
'. ri .,a.
`r #3 DIA: REBAR (a�- STEP SECTION 1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
�.�i „. PERFLORIDABUILDINGCODEADAPTATIONOE 8. DESIGN,CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY
6 12" O.C,E.W. - ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
N.E.C. 2014 SEC. 680.26
RAouus WALLS & FLOOR AT POINT OF CONNECTION. WITH THE REQUIREMENTS OF ANSI/ NSPI 3; ANSI/NSPI 4; ANSI/NSPI 5;
VARIES 2. 3-912 THHN CU WITHIN 1/2" MIN. CONDUIT FOR POOL LIGHT($). ANSI/ NSPI 6; AND ANSI/APSP 7 2006 AND ANSVAPSP.ICC-15 2011. +(� W 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ #8 SOLID, BARE COPPER. 9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER cr
TYPICAL WALL SECTION 5. PROVIDE W,UMPSLOUTLET
GFC PROTECTED
CTED E FROM WA2(B). EDGE. o
5: ALL eooL eumesTo se cFcr PROTECTED PER NEC 680.22(B). DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS Z ,
8. LOAD CALCULATIONS FOR EXISTING SERVICE AND egxEL- By OTHERS. DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM
4„ �] * NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN W
ELECTLdCAL DIAGRAM OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
ADJUST00
SKIMMABLE
MIN SKIMMEWRAP R, TIEDIAD
TO POOL 10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH cn
'ADJUSTABLE COLLAR SKIMMER,TIED TO POOL STEEL
N.T.S. THE FBC SIXTH EDITION (2017) -RESIDENTIAL -PRIVATE SWIMMING POOL AND Q �"
W
LOCAL AMENDMENTS, IF ANY. W
® 1411
411 1 L RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SIXTH p$ W
WATERLINE
EDITION (2017) -RESIDENTIAL CHAPTER 45 -PRIVATE SWIMMING POOL..
p s 12. PRESUMPTIVE LOAD -BEARING VALUE OF SOIL -IN ACCORDANCE WITH FBC C F+
12" 3 313z^ F y
1 REDUCED TO 1 Z LEAF BASKET „ _ �� _ SIXTH EDITION 2017. SECTION 1806.2 THE SOIL BEARING VALUE SHALL BE A �{
ma PPE
z AND RUN TO DECK �" T .. AQUASTAR 32CDFL 32 ( )
_ . t ` CHANNEL DRAIN (316 GPM MINIMUM OF 2000 P.S.F. (FOLLOW GEOTECHNICAL ENGINEERING REPORT O "3
a BOX ° ": ' d 3.9 FT/SEC THRU GRATE - HYDROSTATIC RELIEF VALVE E
r3 b �' PORT OR CAP OFF
„.,. RECOMMENDATIONS OR INDUSTRY ACCEPTED STANDARDS - BY OTHERS) a
SINGLE UNBLOCKABLE
i.:,::b• OR EQUAL 3114" 13. SHOULD ANY MUCK, MARL, OR OTHER' ORGANIC SOILS BE DISCOVERED ON O
VACUUM FITTING W/
TO POOL PUMP Q O
zs crm MIN. FLOW ';EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, ALL
COVER
r•. •. FLOOR G- W.
SELF-CLOSINGSAFETY
.. FINISH PLASTER CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE ,
2 SCH PVC 'CORD FI ..... y .--
LED LIGHT SLEEVE (HAYWARD MODEL #400 ;. i W
k. �C
• "• MAIN DRAIN SUCTION LINE CONTACTED TO CONDUCT AN INSPECTION.
OR EQUAL}
O W
- WALL r...M. NS
sP to zz 14: "POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL DI ENS10 ,
HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN
FITTING - OR EQUAL VACUUM LINE DETAIL x
INSTALLED INSIDE PIPE PERFORATED PVC COLLECTION ABOVE -PIPE SIZE PER POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION. F,
Ay T TUBE, WHERE REQUIRED PLAN (CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR) F
SKIMMER DETAIL MIN. y YARD GRAVEL SUMP 15. POOL PLANS ARE DESIGNED TO MEET THE FBC SIXTH EDITION (2017) - a O
`. NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD RESIDENTIAL - PRIVATE SWIMMING POOLS.
LED LIGHT DETAIL x
316 GPM = 3.9 FEET PER SECOND CLOTH (RECOMMENDED) 16. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC SIXTH
Channel Main Drain Detail EDITION (2017) - RESIDENTIAL CHAPTER 45,
F-�
SCALE N.T.S.
a
PLUMBING NOTES: a
1. ALL PIPING, EQ M EQUIPMENT AN USED IN THE PLUMB
ING SYST
EM OF Z
D MATERIALS SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC a
SIXTH EDITION (2017), PLUMBING; CHAPTER 45 - PRIVATE SWIMMING POOLS. O
PUMP FRAME OR FILTER 2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT a
t1 TANK MOUNT OR HEATER EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES O
6
R AND IO FT/SEC. PRESSUR
E LINES.
C 1 3 ®' 4FILTER
POOL PUMP AND I'
V R MFGR's. N.O.A, 3. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE
K REINFORCED CONCRETE SLAB FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE Z
#3 DIA• REBAR (a? 6" O,C.E,W• 10.5'° 5i 1 9, 6/ 2" M[N. SLABS SHALL BE SET IN A PIT HAVING AT LEAST ADIMENSION OF FIVE
IN SUN SHELF AREA F.G.PUMP. DIAMETERS WITH A MINIMUM OF AT LEAST /0 INCHES AND FITTED WITH A W
SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE U
I �WL.FILTER READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL. A
6n p HEATER 4. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OREll Ef
O
1 VERTICAL CHECK PATTERN.
9 09 7 07 I 5. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS 1 W
1 POOL PUMP, FILTER OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF
CLEAN ' t _ 1 I I 1 t SLOPE AND HEATER ANCHOR RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION.
4Wad
// 1 _ ......,,;, POINTS MAY VARY
COMPACTED � ,wwrt,€x, " ,,,y„ �,, ,,..,• ,., ,,, ,,. 6. ALL POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL O
SOIL POOL EQUIPMENT ANCHORING DETAIL BEAR THE H.S.P. SEAL OF APPROVAL. - F
SEE MFGR, SPECIFICATIONS FOR ADDITIONAL ANCHORING
7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
-- E
INFORMATION - EQUIPMENT SHAPES MAY VARY WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK O
ELEVATION:. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE Z
ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
r.y
POOL SECTION VALVE.
8. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS z
SUN
_ _ �� m ���� 1®' ®®� SUCTION WITH A DOMESTIC WATER SUPPLY E WATER DISPOSAL.
jj�;SHELF _ice\\I 9. UNLESS AN APPROVED TYPE OF FILLING SYSTEM [S INSTALLED, ANY WATER z
SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY ..
SCALE: 3/8" = 1'-0" B O MAYBE USED TO FILL THE POOL IF EQUIPPED WITH.BACKFLOW PROTECTION.
D C 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 Z
COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
Q THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC ,
¢ WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15 ►�-
MINUTES. a
H. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA
G BUILDING CODE, PLUMBING. V
12. ALL WATER. HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR wo
E UNION CONNECTION ADJACENT TO THE HEATER. C
13. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC SIXTH EDITION (2017). H
F - 14. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS.:
4 3 2 1 (SEPARATE PLANS AND PERMIT REQUIRED) Wf�,
15. SWIMMING POOL/SPA WATER .HEATERS SHALL BEAR THE LABEL OFA O
RECOGNIZED TESTING AGENCY. G!
EQUIPMENT
TENT LAYOUT.
16. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY.
t[ V 1 l�S1CALE:1N.T.S. F.
r�
A
Z
LEGEND POOL SPECIFICATIONS
1. 2" VACUUM LINE SIZE: 15'-0" X 30'-0" DEPTH: 3'-011 TO 41-1111 a
2. 3" POOL MAIN DRAIN LINE VOLUME: 10,400 GALLONS ELEVATION: DET. ON SITE
3. 2" SKIMMER LINE TURN OVER RATE: 4.8 HR. (a), 36 GPM MAX. - LOW SPEED
4. 3" POOL RETURN LINE (TURN OVER RATE: 1.5 HR. (a� 118 GPM -HIGH SPEED) z
DESIGN FLOW RATE: = 10,400 GAL./6 HRS./60 MIN. = 29 G.P.M. w
A. 1.5 TO WASTE OR DISCHARGE TILE: STANDARD
POOL SYSTEM FLOW RATE: 118 GPM TO GROUND POOL FINISH: MARCITE OR EQUAL
a
(MAXIMUM FLOW FROM PUMP CURVE) B. 1.85 HP REC. PUMP W/ APPROVED HAIR PIPING: SCH. 40 INLETS: POOL (3)
& LINT STRAINER DECK: 1,175 PAVERS ELECTRIC: BY OTHERS
DANDY 1.85 REC. PUMP - HP VS FLOPRO VSFHP185 POOL LIGHT. 2 LED - HELESS CARTRIDGE FILTER E NIC C. CA W/ PRESSURE O z
VARIABLE SPEED- LOW SPEED= 36 GPM MAX. GAUGE AND AIR RELIEF VALVE LADDER: NO HANDRAIL: NO
HIGHSPEED = 118 GPM 932 TDH �.,
D. ELECTRIC HEAT PUMP W/ REC. PUMP: JANDY 1.85 HP VS FLOPRO VSFHP185
3„ SUCTION PIPE@ 118 GPM = 5.21 FT./SEC.
INTERNAL BY-PASS A.P.S.P. PUMP CERT.: CURVE A •-30 GPM 1730 RPM
z
SUCTION LINE
S)
_
8 FT./SEC . MAX. UC
2.5" BRANCH PIPE @ 59 GPM = 4.03 FT./SEC.. E. CHLORINE GENERATOR FILTER: DANDY. CSI50 CARTRIDGE �
N LINES
F. INSTALL PERMA-CAST PB-2011 WATER BOND 150 S . FT, FILTER AREA Q
6 FT./SEC. MAX. = SUCTION Q
2.5" PRESSURE PIPE @ IIS GPM = 8.07 FT./SEC. OR APPROVED EQUAL TIED TO HEATER: AQUA CAL T135 ELECTRIC HEAT PUMP G:
(10 FT./SEC. MAX. - PRESSURE LINES) PUMP GROUND W/ #8 SOLID COPPER VACUUM LINE: YES A
& APPROVED LUG (MIN, 9 SQ. IN POOL AREA: 398 S.F, PERIMETER 79 L.F.
CARTRIDGE FILTER =120 GPM no I GPM/ SQ. FT. SURFACE AREA EXPOSED TO WATER) AUTO -FILL: NO OVERFLOW: NO
=120 SQ. FT. MIN. FILTER AREA PER MFGR'S SPECS (FIELD VERIFY LOCATION) CHLORINE GENERATOR: YES DANDY
,
G. VALVES (TYPICAL) POOL CONTROLLER SYSTEM: NO
a
l
20' P.U. & D.E.
PROPERTY LINE.
----------------- ------ --------
NOTE:
FINAL YARD GRADES TO BE FLUSH
WITH EDGE OF FOOL DECK (OR POOL
WHERE NO DECK IS PROVIDED) AND TO
SLOPE AWAY FROM POOL/DECK AT
1':12' MAX. FOR FIRST 6' FROM EDGE.
l 7'-3" 12' 30' 61 -
5' — 25'
15'
48" HIGH POOL BARRIER
PERIMETER BONDING PER. FBC. SIXTH EDITION(2017)
WIRE @18'1MIN.-24"MAX. RESIDENTIAL. CHAPTER 41. `
FROM W.L.;,SEE DETAIL) (20" MIN. FROM POOL WATERLINE)
— — ---- --------- -------
�. 2"SCH40---1s"SCH ao------- ----- --- --�
L IIAAL
(3) INLETS
18" BENCH - 1
1 SUN SHELF 2" PVC UMBRELLA i 20" BELOW
VL W.L.
�. zr
CUT FLUSH WITH AQUASTAR 32CDFL-32" 1
SUN SHELF' CHANNEL DRAIN (316 GPM @ 3.9 1 2.5"
( I FT/SECTHRUGRATE -SINGLE
SCH 40
j
II13' I UNBLOCKABLE COMPLIANT W/ 1 // I
ASME/ANSI A 112.19.8 - 2017 Y 311 SCH 40
OR EQUAL
25'-6„
I' c AI
1 STEPS..
' . I 240 SQ. IN.MIN:
TOP TREAD I i .
(2) LED:.
.. STUB-OUTFORLIGHTS-
I�
SKIMMER POOL CLEANER NICHELESS I I
2
IN
- 3,-... P
_ — 2n SCH 40—
- -fr -
SC1T40 1..4" SCII40 � .
16'-1"
POOL EQUIP.. ..,
SEE SITE PLAN:
BY OTHERS.:
REINFORCED:OR
PRODUCT APPROVED
CONCRETE SLAB(S)
(FIELD VERIFY SIZE
& LOCATION)
NOT
POOL CONTRACTOR TO VERIFY ALL
PROPS,TY LINE LOCATIONS AND POOL
ELEVA1jION PRIOR TO CONSTRUCTION:
POOL L�ejjYOUT AND DIMENSIONS TO BE
VERIFIED W/ OWNER PRIOR TO
i
CONSTRUCTION
POOL LAYOUT & PIPINGPLAN_
SCALE: 1/4" 1'-0"
NOTE:
THESE PLANS AR
E FOR POOL
STRUCTURES, PLUMBING,
EQUIPMENT/ELECTRICAL & DECK
ONLY. ALL OTHER FEATURES
DESIGNED BY OTHERS.
NG
E
GG� uGG
1. L Q,OG
Contra°IOC
Cove
J
rd
;
SAND. SET, INTERLOCKING.: GENERAL
18" MIN.-24" MAX. GENEx�L NOTES:
PAVER DECK 12"
BUL
RICK C E J W.L. MANUAL MOTOR STARTER SWITCH
'(ENTIRE PERIMETER) T� 'PooLPANELw/3oAMF 1. ALL LIGHTS, LADDERS, REINFORCING STEEL SHALL BE
BRICK COPING 5
SLOPE DECK "PER: FOOT ' z ''- (100 % RATED) 2-POLE BREAKER 1.85 HPBEC. PUMP MOTOR w/ '
GROUNDED PER CODE:
yn BUILT-IN OVERLOAD SWITCH W/ 3
-+'o`----�-' W.L.#10 THHN CU WITHm H2 nHN. 2. POOL TO BE CONSTRUCTED OF CONCRETE/GUN11 L WI CH A MIN MUM
y.. 4 -6 CONDUIT CONNECT T020AMP-2
j POLE cFcl BREAKER)COMPRESSIVE STRENGTH OF 3000 L.S.I. Al 28 DAYS. :
"<; CLEAN FILL COMPACTED TO RB SOLID BARE COPPER BOMB '';- '... BELOW � 14,5° � '' _'(- r,
m -, 95.! MAX. DRY DENSITY .. - , - SUB -GRADE 3 - #10 & 1 #12 GROUND 3. ALL REINFORCING.STEE
s m wlRcw/AeeR.ccAMes . , : �...- O O LSHALLBF-INTERIIEUTATEGRADEDEFORMEDBARS
�z _.� .__. IME CLOCK 'Z -. -- UNDER DECK ONLY orvE ON EacH SIDE of •' - - . - - - - T S.P.S.T. TOGGLE (. D ,.__. ... „. ,,... .)1 HHN CU.IN 1/2 RPVC H
10.5 OF NEW BILLET STEEL, CONFORMING TO ASTM A-615,.GRADE 60, STEEL SHALL
om t:._ POOL-4TOTAL) j ---, h._._.. - : CONDUIT SWITCH W P. DISCONNECT
F r° 2- #3 DIA. REBAR ,
y z... .._....... ....... . .___.., i-.__._; ......., CLEAN BE BENT, MIN. 40 DIA. LAP SPLICE AND PLACED IN ACCORDANCE WITH ACI a
• tr1 . - TOP.OF SEAM - „ /. i _ 2 POOL LIGHTS I2 VOLT TRANSFORMER
g> z 10.5 / , ! ---- O STANDARDS. PROVIDE 3" MIN. CONCRETE COVER OVER REINFORCING STEEL.
(1) #8 SOLID BARE COPPER WIRE . !- COMPACTED (.GFI NOT: REQUIRED) \ JUNCTION
BONDED TO POOL STEEL As sxowN - ,,: NBOX 4. GRATE IN SHALL HAVE A FREE AREA OF 4 TI M ES TH E AREA OF.
„aa 10.5" / #3 DIA. REBAR 6 SOIL U
MARCITE NOTE:. BONDING WIRE REQUIRED ATPERIMET IROF POOL ')., � I THE SUCTION LINE.
OR EQUAL - ''' -../. j ++ O:C.E.W. IN SUN . +, " • „ ...
6 5. ' STEPSTO HAVE A 10 MINIMUM TREADAND A 12 MAXIMUM RISER. rn.
- - SHELF/STEP AREA
RHINFORCING STEEL EQUIPOTENTIAL BONDING DETAIL ,.,.,! ,:� L.ALL ELECTRICAL TO COMPLY 2O14 NATIONAL 6. PO ' � 3 � � � . IONALELECTRIC CODE. POOL TO BE FENCED PER LOCAL CODES.
' ) C p ELECTRICAL CONTRACTOR cn
#3DIA. REBAR (u, PER FLORIDABUILDING CODE ADAPTATION OF BENCH SECTION TO ADEQUATE CAPACITY
6 ;-- 7. GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE. '•�
AT POINT OF CONNECTION.. F 12°O.C. E.W. - N.E.C. 2014 SEC. 688.26 p c+ !� .,
STEP 2. 3-#12 THHN CU WITHIN I/2"M1 8. DESIGN,CONSTR
RAmlUS wALLs&FLooR MIN. UCTION ANUWORhM1IANSIIIPSHALL BEINCONFORMITY �
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ #8 SOLID, BARE COPPER'. i r • '
VARIES WITH THE OF NSP1 3, ANSI/ NSP1 4,.ANS1/NSPI 5, .7
4. PROVIDE W.P.C.F.I. OUTLET I0'MIN.=20'MAX. FROM WATER'S EDGE..
ANSI/ NSPI'6+ • AND ANSI: A P U
I I 5.. ALL POOL PUMPS TO BE CFCI PROTECTED PER NEC 680.22(B). /A SP 7 2006 AND 2011:
TYPICAL WA
LL SECTION ' 0. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANE - -
- .L BvoTHExs. 9. SPASANDHEA1 HEATED SWIMMING POOLS SHALL BF, EQUIPPED WITH A COVER �
DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS
ELECTRICALDIAGRAM
. DERIVING OVER 70PERCENT OFTHEENERGY FOR 14EATINGFROM
Q
D DIAGRAM NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN
N.T.S. OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
10, ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH
SKINNERCOVERW/ WRAP 2 #3 DIA. AROUND /1 14"
IN. 1) y:
ADJUSTABLE � THE EPIC SIXTH EDITION' 2017 - RESIDENTIAL -PRIVATE SWIM11M1IING POOL AND
14 SKIMMER, TO PQOLS'fEEL ( )
LOCAL AMENDMENTS, IF ANY. '.
c y',Arr WATER LINE ! 32"-,I 33/32' 11.. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SIXTH
a UasTAR32CDFL-32' EDITION(2017)-RESIDENTIALCHAPTER45-.PRIVATESWIMMINGPOOL.
m� PIPE REDUCED TO R `- W
zz AND RUN TO DECK CHANNEL DRAIN.(316 GPM Fy
p sox z @ 3.9FT/SEC THRU GRATE - TIYDROSTAT)C RELIEF VALVE 72. PRESUMPTIVE LOAD -BEARING VALUE OF SOIL - IN ACCORDANCE WITH FBC
- PORT CAP OFF �'•�
' SINGLE UNBLOCKABLE SIXTH EDITION (2017) SECTION.1806.2 THE SOIL BEARING VALUE SHALL BE A
„ c
rsKeT OR EQUAL a v4" MINIMUM OF 2000 P.S.F. (FOLLOW GEOTECHNICAL ENGINEERING REPORT
FLOOR - RECOMMENDATIONS OR INDUSTRY ACCEPTED STANDARDS -BY OTHERS) c/] z" SLE VE coaD - FINISH PLASTER y 13... SHOULD ANY .MUCK, .MARL, OR QTIIERORGANIC SOILS BE DISCOVERED ON
LEE LIGHT SLEEVE VACUUM FITTING W/
W
SP 10-22 WALL SELF -CLOSING SAFETY COVER MAIN DRAIN SUCTION LINE EXCAVATION, THEY SHOULD BE REMOVED IN THEIR. ENTIRETY, ALL L%+
FITTING -OR EQUAL To roof ruMr TIED TOGETHER AS SHOWN C.,
INSTALLED INSIDE PIPE (HAYWARD MODEL 4400 Zs cPvfM)N.FLow. HYDROSTATIC RELIEF VALVE & CONSTRUCTION SHALL STOP AND'1'IIF, F.NCINEF.RAFRECORD SHALL BE .
Av OR EQUAL) PERFORATED PVC COLLECTION ABOVE - PIPE SIZE PER �C
TUBE, WHERE REQUIRED pl,pN CONTACTED TO CONDUCT AN INSPECTION: W
VACUUM PINE DETAIL 14. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS, W
LED LIGHT DETAIL MIN. % YARD GRAVEL SUMP POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION
NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD I; •+
316 GPM =3.9FEET PER SECOND CLOTH . (CONTACT ENGINEER
IF ANY DISCREPANCIES OCCUR) F'•.
15. POOL PLANS ARE DESIGNED TO MEF:TTHE FBC SIXTH EDITION (2017)-
RESIDENTIAL - PRIVATE SWIMMING POOLS.
SKIMMER DETAIL Channel Main Drain D x
.. Detail :16. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN �.
SCALE: N.T.S.
ACCORDANCE WITH REQUIREMENTS OFANSI/APSI'.7-2006AND FBC SIXTH ••�
EDITIONzo�7 RE
SIDENTIAL
.
5
( ) TIAL CHAT TF-R 4-. _ ,r
a
PLUMBING NOTES: a
I. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF
SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC a
301 PUMP FRAME OR FILTER SIXTH EDITION (2017), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS. 0.
TANK MOUNT 2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT. W
5/ 1 n I 6 / I �, t 1 ANCHOR POOL PUMPAND EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES
V O
7 FILTER PER MFGR'S. N.O.A. AND 10 FT/$EC: PRESSURE LINES. !fin
5' 4". THICK REINFORCED 3. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE r�
#3 DIA• REBAR @ 6" O.C:E•W " coNCRSLAB
10.5 2"MIN. FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE
Z.
SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE
IN SUN SHELF AREA F.G. PUMP DIAMETERS WITH AMINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A
31 7�g) SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE U
FILTER READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL. A
t1 4. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF SWING OR
VERTICAL CHECK PATTERN.
w C L
6 SLOPE 1' \� J,-ll„ FOOL PUMP AND FILTER 5. ALL HEATERS SHALL BE EQUIPPED W ITI4 AN APPROVED PERMANENT BY•PASS a
ANCHOR POINTS MAY VARY _ POSITIVE M W
GRANT[ SIPHON DEVICE INSTALLED TO PROVIDE A POST MEANSOF
GLEAN'
Z74--__ """•`�- RETAINING WATER IN THE HEATER W IIEN TIIE PlPI1IPIS NOT IN OPERATION. W
_ POOL EQUIPMENT ANCHORING DETAIL pa
6. ALL POOL PIPING SHALL BE 1.5" SCII.40 PVC EXCEPT AS S14OWN AND SHALL
.__ SEE MFGR. SPECIFICATIONS FOR ANCHORING
COMPACTED INFORMATION- EQUIPMENT SHAPES MAY VARY BEAR THE H.S.P. SEAL OF APPROVAL.
IS DESIGNED TO
SOIL i I I POOL SFEI(YP
CT
IN 7. THIS POOL/SPA WHEN E PTY, FOR WATER TAB EIUP TO Y-0 THSTANDBELOW POOL/SPA D CK DROSTATIC UPLIFT ROES
)�
ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
T ! 0 F® L ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH HYDROSTATIC RELIEF
® VALVE.
8. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS
SUNSHELF SECTION SUCTION WITH ADOMESTIC WATER SUPPLY OF WATER DISPOSAL.
OA 9. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER U
SCALE: 3/8" = 1'-0" 11 SUPPLY WHICH IN THE JUDGEMENT OF THE..* DMINISTRATII E AUTHORITY .Zy
C MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BAC'KFLONV PROTECTION. �
NOOVER-THE-RIMFILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER Q,
A DIVING BOARD, OR PROPERLY GUARDED.
n 10. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE CJ
7 COVERING OR CONCEALING. IT SHALL BE 1•F:STED AND PROVED TIGHT TO
iii THE SATISFACTION OF THE ADMINISTRATIVE- AUTHORITY, UNDER A STATIC ,
WATERTEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15 V]
D MINUTES. F .
E 11. JOINTSAND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA
BUILDING CODE, PLUMBING. U
12. ALL WATER HEATING EQUIPMENT SHALL REINSTALLED WITH FLANGES OR r�
UNION CONNECTION ADJACENT TO THE HEATER. O
13. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC SIXTH EDITION (2017).
4 3 2 1 14. GAS PIPING. SHALL COMPLY WITH FLORIDA BUILDING CODE FEEL GAS.
(SEPARATE PLANS AND PERMIT REQUIRED) W
15. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
EQUIPMENT LAYOUT
RECOGNIZED TESTING AGENCY.'
SCALE: N.T.S.
16. PROVIDE BACK FLOW PREV ENTOR ON WATER SUPPLY. 0.
W
REC. SYSTEM T.D.H. CALCULATION F
RECIRCULATION PUMP= A
JANDY 1.85 HP VS FLOPRO VSFHP185 - 114 GPM @ 35 FT TDH d
POOL SPECIFICATIONS
PIPING (PIPE LENGTH INCLUDES FITTINGS) LEGEND SIZE: 15'-0" X 30'-0 DEPTH: Y-0" TO 5'-6" x
139 L.F. OF 3" PIPE: 114 GPM @ 2.4$ FT/100 FT = 3.4 FT VOLUME: 121300 GALLONS ELEVATION: DET.ON SITE w
104 L.F. OF 2.5" PIPE: 114 GPM @ 7.21 FT/100 FT = 7.5 FT 1. 2" VACUUM LINE TURN OVER RATE: 5.7 HR.'(a), 36 GPM MAX. - LOW SPEED w
43 L.F. OF 2" PIPE: 76 GPM @ 8.42 FT/100 FT = 3.6 FT - 2. 3 POOL MAIN DRAIN LINE (TURN OVER RATE: 1.8 HR. n 114 GPM HIGH SPEED)
34 G.P.M. =
_ 74 L.F. OF 1.5" PIPE: 38 GPM @ 7.99 FT/100 FT = 5.9 FT 3. 2" SKIMMER LINE DESIGN FLOW RATE: = 12,300 GAL./6 HRS./60 MIN.
20.4 FT TDH 4. 2.5" POOL RETURN LINE TILE: STANDARD
POOL FINISH: MARCITE OR EQUAL L
PIPING. SCH. 40 INLETS: POOL 3
CARTRIDGE FILTER: 6.5 PSI X 2.31 = 15.0 FT TDH A. 1.5" TO WASTE OR DISCHARGE (�
35 FT TDH TO GROUND DECK: PAVERS ELECTRIC: BY OTHERS 7
B. 1.85 HP REC. PUMP W/ APPROVED HAIR POOL LIGHT: (2) LED - NICHELESS
& LINT
STRAINE
R
LADDER: NO HANDRAIL: NO z
PIPE FLOW VELOCITIES. C. CARTRIDGE FILTER W/ PRESSURE REC. PUMP: JANDY 1.85 HP VS FLOPRO VSFHP185
3" 114 GPM 5.03 FT/SEC. GAUGE AND AIR RELI A.P.S.P. PUMP CERT.: CURVE A - 32 GPM n 1730 RPM
RELIEF VALVE
" @ O 11 FILTER: JANDY CS150 CARTRIDGE z
2.5 114 GPM a 7.79 FT/SEC. � D. INSTALL PERMA-CAST PB-2011 WATER BOND
2" @ 76 GPM @ 7.41 FT/SEC. OR APPROVED EQUAL TIED TO 150 SQ. FT. FILTER AREA
1.5" @ 38 GPM @ 6.14 FT/SEC. PUMP GROUND W/ 48 SOLID COPPER
HEATER:NO
& APPROVED LUG (MIN. 9 SQ. IN VACUUM LINE: YES C
(CODE MAXIMUM VELOCITY: 8 FT/SEC.) SURFACE AREA EXPOSED TO WATER) POOL AREA: 450 S.F. PERIMETER 90 L.F. G
PER MFGR'S SPECS (FIELD VERIFY LOCATION) AUTO -FILL NO OVERPLOW: NO ,eta
CARTRIDGE FILTER = 114 GPM @ 1 GPM/ SQ. FT. CHLORINE GENERATOR: NO G� Gp1Q�
E. VALVES (TYPICAL) _
114 SQ. FT. MIN. FILTER AREA ! POOL CONTROLLER 8VSTEM: NO
DRAWN Bl
CLC