12-1003-003uj
COPING
POOL/SPA LITE SWITCH LU
juNCTION BOX TION FAMILY ROOM
ALT. LOCA
OR COVERED TERRACE
Lo 0
4'-0' TYPICAL
cr-
MIN. TRANSFORMER TYP. WATER LEVEL Lu ca V)
COPING
TILE TYP,
POOL
JUNCTION BOX 6 .0. Lj
uj
012 IN 1/2C JB POOL d WELL COMPACTED SAND FILL
TIME CLOCKT
GFI REC.
POOL LrrE CONC. SLAB WJ#3 ANTI-VORTEX STEEL TEXT FORM;
MAIN DMIN OR KRAFT FORM
05 CU. GIL 12 IN I
MAIN HOUSE PANEL
CL
TW. WALL SECTION
ELECTRICAL NOTES: 0
1. ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE z
V ca
2. PROVIDE GROUND WIPE SYSTEMS LOOP WITH 1 8 CE
COOPER WIRE FOR POOL DECK WIRE MESH AND POOL
STRUCTURAL STEEL 0 J-
1 E
3. GROUND ALL BOXES, LrTES, MOTORS, LADDERS ETC,
WITH # 8 COPPER WIRE, SEPARATELY POOL PUMP MOTOR
TO BE LOCATED ABOVE GROUND WITH 9 GROUND WIRE, 0
MAINDRAINWITH
o
4 �F' ANTI-VORTEX GRATE 0 Z
LEVE 'POOL BOTTOM,' 16 SQ.IN. MIN. OPEN AREA
WATER
TO PUMP E
MAX. DISTANCE TO c
SUCTION VENT TEE CONNECT. W� nku�_
6' MIN. CONCRETE ALL
AROUND DRAIN SUMP
MAIN DRAIN DETAIL 6
SKIMMER DETAIL
BARE GROUND 4* TO E,"
BELOW GRADE TYPICAL
'.-)F SOUTH FAIAMI
ALDING DEPT.'
MAIN DRAIN DETAIL
lip— WITH APPROVED �y
TO POOL STEEL AT POOL WALL -CZ-
CONNECTING LINK TYPICAL
PROVIDE DIFFERENT
COLOR TILE NON-SLIP
POOL WALL COPING
120 12' 18
AT SWIMOUT EDGE
COPING
WATER LEVEL
POOL
ITIA
It
GENERAL NOTES'
1. ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE 2,500 PSI. AT 23 DAYS.
2. ALL REINFORCED STEEL TO CONFORM TO ASTMI 615 GRADE 60. kj 2
(C) 3. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL EXCEPT MAIN DRAIN TO BE SCHEDULE 80 PVC. rm
4. FILTER BACKWASH SHALL COMPLY WITH CHAPTER 41, SECTION R4101.20.1 THRU R4101.20.2.2 OF FLORIDA BUILDING CODE
18'TO 24" r 2010
# 8 AWG SOLID CU. BARE (C) POOL 5. NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOIL EXCEPT CLEAN SAND OR ROCK WHICH SHALL BE COMPACTED TO qj
TO POOL EQUIPMENT
m PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, MARLS, OR OTHER TYPES OF DELETERIOUS MATERIALS -S
z IOILO ENCOUNTERED ON EXCAVATION SHALL BE REMOVED (DtMUCKED) IN THEIR ENTIRITY AND THE AREA SHALL BE BACKFILLED
WITH ACCEPTABLE SOIL AND COMPACTED IN 12"THICK LAYERS WHERE THE CONTRACTOR CAN NOT
POOL BONDING DETAIL NTS REMOVE THE ORGANICS DUE TO WHATEVER CAUSED THE POOL SHALL BE REDESIGNED FOR PILING.
6. IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUSIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY
SHORING, UNDERPINNING OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ARCHITECT OR ENGINEER ASSUMES NO
SWIMOUT DETAIL
STEPS DETAIL
RESPONSABILITY FOR THE SAFETY OF EXISTING STRUCTURE.
7. THE DESIGN ARCHITECT OR ENGINEER ASSUMES NO RESPONSABILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED _r)
(A) RISER HEIGHT MUST BE UNIFORM SETBACK AREAS.
PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL D)
(B)*_2� 2- FROM THE UNIFORM RISER HEIGHT
(C) CONTRASTING TILE AT EDGE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR ANDIOR
OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION.
8. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND Q,
SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A DISTANCE OF 10 FEET FROM OVERHEAD
03 WNI* BA
TkEA WA PUMP
TO 3r
L LITE
WW, IZV
*12 IN 112
ELECTRIC LINES TO OPEN POOL WATER AND 5 FEET FROM UNDERGROUND ELECTRIC LINES.
9, POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C,
10. MINIMUM 4'-0" HIGH FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS. Z)
11. WHRE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS SPECIAL CARE SHALL BE EMPLOYED. THE WALL SHALL
BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING Or THE SUPPORTING
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FLOTATION ANALYSIS
WATER LEVEL ELEVATION
8.5 IASL
POOL DEPTH
5. 0 FT.
LOW POINT POOL
3.5 FT.
FLOOD CRITERIA
7.0 F
F.C. DEPYH LEVEL
3.5
LESS HYDROVERTICAL
-2
JHYDROSTATIC UPLIFT
1.5
WALL THICKNESS
TOP
BOTTOM
PLACED CONCRETE
N/A
N/A
GUNITE
511
71'
FLOOR THICKNESS
BOTTOM
PLACED CONCRETE
N/A
_
_ -� ' '- '- --_ ' -- -__. __ NOT .~_^. CONTAIN .-' ...^~..^~~~..~ .^^... ..^. ~...^~^..~`~~^~~.
Kspmuco. ComnwUxL MAINTENANCE Op THE WALLS IS REQUIRED OF THE pnOPGnY OWNER WHEN EXCAVATING FOR THE
�
POOL. THE WHERE
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ARCHITECT 0K ENGINEER FOR INSTRUCTIONS.
12. THE C�NTKA[TnB5HALLa��KFiLLTH�PDV��HELL��H�AUTx�N.THEPLU�8|���HA��NOTDE DISTURBED. uA�KFLL /
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SHALL OE ACCOMPLISHED WITH CLEAN SANDS FREE Of ORGANIC MATERIALS AND SHALL oE PLACED |Nla^ THICK LxYEK5 ' y° +
EACH LAYER SHALL OE COMPACTED TOyO%OF THE SOILS MAXIMUM DENSITY DY TAMPING 5OUDU� SD|LSDELD�THE '
'
POOL WATER,
PATIO
LEVEL SHALL BE pLA[so IN x SIMILAR MANNER,
WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN 0V THE TYPICAL WALL SECTION D0NOT
APPLY. PATx]D2�Cw3HALLoEBY�TH�K5 - .
'`� G^Xg* C50AMxC ~, | 14. WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON THE HYDROSTATIC UPLIFT PRESSURES
HANDHOLD AT �
BENEATH THE POOL MUST ussuw�xTsonJpn[vENTTH�PO0LpRO�FLO/�lNCUPw�KD.TH�0�N[uMV�[OON5VLTA ' / m�m���' L
4'-O"C/C k8AX POOL REpA000NTRACTOR EXPERIENCED 1NBum|NAT/NGUPUFTPKE5SURsS.
. ''.
l5. THIS PLANS REMAIN THE PROPERTY OF THE DESIGN ARCHITECT ORENGINEER. [r|S NOT TRANSFEKA8. FROM
-_
CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ARCHITECT OR ENGINEER AND TO THE BEST
OF OUR PROFESSIONAL KNOWLEDGE AND B8]8�THEY HAVE BEEN PREPARED |NQ]MPLU\N�EVYrrH� EFLO0DADU|LD|NC
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CODE AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. XB NO.
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