01-0383 01-384-005 REVISIONS BY
POOL FILTER GENERAL NOTE6
TIMER �/ AIR RELIEF
CONCRETE FINISH 8"X8" THICKENED UPON VISUAL INSPECTION SITE SOILS REVEAL A
5ULLN06E BRICK SLAB EDGE
=w _,
COMBINATION OF UNDISTURBED SAND AN[) LIME
COPING —"—"—' ROCK A PRESUMPTIVE BEARING OF 2000 PSF HAS :
1-#5 BAR I BEEN UTILIZED FOR DESIGN PURPOSES.
GLAZED CERAMIC CONTINUOUS POOL PUMP
WATERLINE TILE REFER TO ALL STEEL SHALL BE ASTM A615 GRADE 60.
4" CONCRETE SLAB ON GRADE, DATA CHART I
REINFORCE 5LA5 WITH ro"X(o" I ALL CONCRETE SHALL BE PNEUMATICALLY PLACED �
RETURN FITTINGS 111010 WIRE MESH. 11/2 " WASTE (SHOTCRETE OR GUNITE). MINIMUM COMPRESSION
INSTALLED 1'-0" TO LINE TO DRAIN STRENGTH SHALL BE 3000 PSI IN 28 DAYS.
L'�0� BELOW WATER � �" PNEUMATICALLY PLACED 2" POOL ALL ELECTRICAL t.UORK SHALL BE DONE IN STRICT
CONC. WALL UJ/ 3 BARS 10 O.C. VACUUM LINE / � COMPLIANCE WITH ALL SECTIONS OF ARTICLE X80
EACH WAY CENTER STEEL � / OF THE NATIONAL ELECTRIC CODE 199 EDITION.
WHITE MARCITE POOL Fs' = 3000 PSI 2" POOL / / o 00 m
PLASTER WALL AND o STEEL CLEARANCE SKIMMER LINE / PROVISIONS FOR DRAINING OF POOL IN HIGH °O o0
FLOOR SURFACE FINISH �4 m 0-j
FLOOR STEEL SHALL MAINTAIN 2'/2 " POOL M.D. LINES / / GROUND WATER CONDITIONS SHALL BE TAKEN BY co co
CLEAR FROM EARTH SIDE THE HOMEOWNER. DRAINING OF THE POOL SHOULD
AND 2" CLEAR FROM TROWELED 1��2 " POOL / / NOT BE DONE WITHOUT THE HELP OF AN a � co co
SURFACE .RETURN LINE EXPERIENCED POOL CONSULTANT. U/ c� ^^
W
PNEUMATICALLY PLACED
CONC. FLOOR W1 #3 BARS 12" ALL POOL PIPING SHALL BE SCHEDULE 40 PVC w 0 0
NON THREADED PIPE WITH SOLVENT WELD JOINTS, o� �
O.C. EACH WAY CENTER STEEL O �
Fc' = 3000 PSI POOL LIGHT SHALL BE GROUNDED TO COMMON z4z co
WALL -f- I BONDING GRID CONSISTING OF 1-#S CONTINUOUS OO U
T)"FICAL WALL eE C I I OI �t COPPER WIRE LOOPED AROUND POOL PERIMETER. Z w
SCALE: V= I'-O" LOOP SHALL BE GROUNDED TO PANEL VIA POOL ( <� p.;
WALL STEEL, DECK REINFORCING, AND PUMP MOTOR
CASING. y ° 13 W o
POOL FILTRATION S%STET„C
EQUIFt*IENT 5GH MAC" 1 C ° ° (o Q) °
6 P E C I A L P R0 V I ,5 101 ,5: C S.F.B.C. 500-1.5 � � co
EXIST. � � f� .,� c�
METER CAN NTS. ANSI/NSPI 5) Fcj L- Co
c�
F — �
1 ALL SWIMMING POOLS, SPAS AND HOT TUBS SHALL � � ° , co 0
EXISTING ( I I BE PROVIDED WITH A PERMANENT SAFETY WARNING a � w
15A. 3#12-1/2 ..0 150 A. —� ^
TIMER I PANEL 1 SIGN IN A READILY VISIBLE LOCATION FROM THE 00 00 � � �
5W, 1P, 15A POOL AREA.
1 EXIST. FPL Q
SERVICE EACH SAFETY WARNING SIGN SHALL WARN AGAINST 0
c .c
_ J &HALLOW WATER DIVING, PREVENTION OF DROWNING
RE EP 20A,\-3012-1,2 "C 5#12-1/2 "C AND INCLUDE THE FOLLOWING STATEMENT: "THERE IS
RECEPT. 5w. 2P, 20A NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL
14/3 SJT-1"C CHILDREN, IT IS STRONGLY RECOMMENDED THAT AT
INTEGRAL J MOTOR LEAST ONE ADULT RENDERING CHILD SUPERVISION
W1 FIXTURE FILTER PUMP WATERLINE OF POOL BE TRAINED IN ARTIFICIAL AND/OR —�
POOL CARDIOPULMONARY RESUSCITATION (CPR)".
LIGHT
I:-1 MAX. I ALL DOORS WITH ACCESS TO THE POOL AREA SHALL
POOL ELECTRICAL eCHEMAT I C 3 (O -12 SLOPE ANTI-VORTEX MAIN I BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN � r
DRAIN ASSEMBLY AUDIBLE ALARM WHEN DOOR OR ITS SCREEN IS
NTS. — -_._ — _ _ �"-12"1 OPEN. co
_ _ N
N
HYDROSTATIC \\ m (,'
8 VALVE
FINISH TO MATCH J POOL DATA zu-
22.5'
�.5
POOL INTERIOR. m
POOL AREA CIS SF �
2�" WATER PROOF JUNCTION BOX ALL CONDUIT ABOVE V m
TILE VISION MARKERS MAXIMUM DEPTH
CONTRASTING IN BELOW WATER NOT GRADE SHALL BE RIGID I ' I � I POOL PERIMETER 84 L.F.
COLOR. POOL TO EXCEED 2411. METAL PIPE SUPPORT LEG METAL CONDUIT ONLY 5WIMM II G; POOL
INTERIOR FINISH IF CENTER STEEL IN DRIVEN INTO STABLE EARTH LONGITUIDINAL P OP I L E DETAIL POOL VOLUME 12500 GAL.
PLACED FLUSH W1 12 VOLT TRANSFORMER
WALL ON FACE OF WALL. FOR SPACING BOX MOUNTED TO NTS. TURNOVER RATE 2.8 HOURS
SECTION,RISER. SEE TYP. WALL CLR---� UNISTRUT FRAME.
I`
POOL PUMP N.P. 1 HP
TO SUB-PANEL POOL FILTER 100 SF CARTRIDGE
D E
1 II 1" LIGHT CONDUIT
CONNECTED WITH DECK AREA 464 SF nn
JUNCTION BOX U �
POOL SW I MOUT DETAIL }
SCALE: 3�8" =1'-0" UFL IFT IDATA o
z `Q
TOP OF POOL WALL ELEV. 10.0' ii 14,
NON-CORROSIVE LIGHT Ill PVC CONED, ;� to
HOUSING WITH REPLACEABLE 2 211
8 _ �
12" 1��2 „ LESS POOL DEPTH 5.0' O
100-300 WATT CAPACITY i Hue 1�/3 SJT UJ-A
Z
BULB AND 5 FOOT PIGTAIL DBL. INS. W/P FINISH TO 4 ELEV. AT MAIN DRAIN 5.0' r
ANTI-VORTEX MAIN WIRE WRAP FOR SERVICING LIGHT CORD MATCH POOL 10 2
DRAIN ASSEMBL LIGHT ON SURFACE OF DECK. INTERIOR , . " COUNTY FLOOD CRITERIA
GND. LUG IN 3 a
° = � •' � 10�2 DRAWN
#8 COPPER GROUND o NICHE a DEDUCT MAIN DRAIN ELEV. _5 0' LG
0,21/2" ANCHORED TO NICHE #8CU GND. WIRE
10,2 " CHEi KED
BRASS GROUND UJIRE CLAMP INSULATED 4 a POOL UPLIFT FORCE R B ANCHORED TO WALL STEEL �° DATE
2 1; - 03/19/01
2 STEEL TO RUN CONTINUOUSLY IN DEDUCT 2' ALLOWED FOR USE -2.0' SCALE
HYDROSTATIC AREA OF STEPS. REFER TO OF 2' HYDROSTATIC PRESSURE AS SHOWN
WET NICHE LIGHT h E TA I � JOB NO.
VALVE TYPICAL WALL SECTION OF RELIEF VALVE
N.T.S. SPACING. - ��� I..."A `,, C01012
- _ RESULTANT UPLIFT FORCE =O '••••lIF•i•''•.�� SHEET
[DUAL MAIN DRAIN hETAIL _ : �� � 4�•.,
N.T.S. T S�"A I �"A I �. SLAB THICKNESS REQ'D.
SCALE: '/2 "= 1'-0" C(o" SLAB FOR RESULTANT
UPLIFT FORCE OF 2.9' OR ': ` o
LESS)
OF 2 SHEETS