01-0397-003 5PEET
BRICK OR STONE POOL FILTER WITH 100
6" CERAMICS WATER LEVEL COPING SQUARE FEET OF FILTER
- SuR>=ACE AREA
0 - - Lir AIR RELIEF VALVE CARTRIDGE _ 4 RISERS At 10�ia " EACH OF
MAX. 1:1 SLOPE Q ;t ��z 11 / NOTE: STEP STEEL —
1 1/2 POOL WASTE NOT REQUIRED OPTIONAL 2" TILE OF
�nwguu�+um� �p\a� s• CONTRASTING COLOR
Z RECIRCULATION PUMP
6" THICK GUNITE WALLS REINFORCED WITH ANTI VORTEX 1 1/2" HYDROSTATIC VALVE I Hp, 50 GPM AT 60' TDH J TEf DETAIL
0 3 BARS AT 10 11 CENTERS BOTH WAYS MAINDRAIN SET IN 3/4" WASHED ROCK BED SELF-PRIMING ---.-- O�\gyp NO SCALE
6 " THICK GUNITE FLOOR SLAB REINFORCED NOTE: SECURE MAINDRAIN GRATE
WITH N 3 BARS AT 10 " CENTERS BOTH WAYS. WITH SCREWS v
FOOL SECTION �-`���`� �
w
NO SCALE 1J� n 0
N � a
POOL COPING `t
3 Mm THWN + 1-2P-20A Q/1 POOL DECK
1 010 THUN IN I-1P-15A Cr-I WATER LEVEL
,�11 C°"° EQUIPMENT ISOMETRIC -, MIN. 75SQ. 1N.
AQUADYNE PANEL -
/ WEIR ��'�� � BASKET � cA � •,
NO SCALE 112" TURBO O
200
ad NOTE: / .
METER O AMP BASED ON INFORMATION PROVIDED THIS TURBO RETURN _ z
OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR BOOST
- PNL ••• n0 THWN FOR 200W THE
PROPOSED ADDITIONAL POOL EQUIPMENT MIN. 18" BELOW WATER e:, , POOL WALL STEEL 2" SUCTION ot
i-2P-30P 2 "14 THU1N I NON MEtALIG CONDUIT INLET _ - -
- - - - + 1 "12 THWN 014 THWN FOR'15W LOAD. -
IN 02" COND. T TO JUNCTION BOX
TIMER < / 11TRANSFORME THWN IN I" G+OND? LIGHT BOUY
SWITCH �' ` e 1MME1R SECT'IOi l _ I _ D
- = POOL BOND WIRE t0 NO SCALE
---- - - 3 "12 THWN IN JUNCTION LIGHT 2 "3 BARS :; POOL STEEL _
coNDUIT BOX ACROSS NICHE :. : - - - I
- U AL �_ -
_ I HP PUMP
- - = NO SCALE
No SCALE ..I.
I S BAR CONTINUOUS POOL COPING _WATER LEVEL
NOTE: PROVIDE *8 BARE COPPER BOND WIRE CONTINUOUS FROM 4" CONCRETE SLAB n2 ,
~
TO POOL STEEL. l2 POINTS 180 DEGREES APART) TO DECK J e
LIGHT P ;)E _
STEEL (WHERE PROVIDED)TO EQUIPMENT BONDING. '¢
10/10 WM.R
811
'"' 2" TILE STRIP OF U
SAME THICKNESS _ CONTRASTING COLOR
_ �—
SAE3 SECS'I O AS WALL 1� � Ul �
NO SCALE -Z cv
SWII„IOUT IDETAIL. It Q e
GENERAL NOTE: NO SCALE Lu
sz0 :
THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE rr- n
APPLICABLE CODES IN THE AREA IN WHICH THE PROJECT IS POOL, SPA AND HOT TUB BARRIERS:
LOCATED. THE SOUTH FLORIDA BUILDING CODE WAS UTILIZED FOR POOLS, SPAS AND HOT TUBS SHALL COMPLY U.0
MIAMI DADE COUNTY, THE BROWARD EDITION 1939, WAS UTILIZED ALL P ,
IN BROWARD COUNTY. THE SOUTHERN STANDARD BUILDING CODE WITH SECTION 500'1 OF THE SFBC AND SPECIFICALLY #— 01 d
WAS UTILIZED IN MONROE COUNTY. 5002 (10) (aa) "ALL DOOR WITH ACCESS TO THE
POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES Z
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS ;Z
PLUMBING NOTES: BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR J�
A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND u
1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO
PVC-POI,NON-THREADED,NSF APPROVED SUPPORTED CONTINUOUSLY BE HEARD IN THE DWELLING. THE ALARM SHALL BE EQUIPPED
ON GROUND OR ON MAXIMUM 4 0 CENTERS WITH CLEVIS WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM
HANGERS. FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE
SHALL BE 45 DEGREE BENDS. DOOR
3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL LL.I
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. SAFETY NOTES:
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH V
ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT to
X MAINDRAINS SHALL HAVE ITS PLATE SECURELY J LJA tK � o
5. ANTI VORTEX ALL SWIMMING POOL AND SPA AREAS READILY VISII5LE FROM THE
" FASTENED WITH TAMPERPROOF SCREWS.
6. POOL VACUUM SHALL COMPLY WITH SECTION 50025 b POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI-5-35. POOL DATA: O(L jD � O �
OF THE SOUTH FLORIDA BUILDING CODE. 2. THE WAI;IING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST -
t SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL
INCLUDE THE FOLLOWING STATEMENT: SURFACE AREA (SQ.FT.) 3'T9 4 u.
'r ELECTRICAL NOTES: VOLUME (GALLONS) 0000 LILL 3 E ,n
NU "THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL TURN0IIER (HOURS) 0 W Z 4 B
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT PERIMETER (FEET) I 81 Q 'Q n F `n
WITH NATIONAL ELECTRICAL CODE. RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION DECK AREA (SQ. FT.) 280 ;J?
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM AND/OR CARDIOPULMONARY RESUSCITATION (CPU)."
TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. ��
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS 7O THE POOL AREA
OF POOL'S WATER EDGE. SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE HYE)ROSTATIC UPI-IFT
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN.
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- 4. THE POOL AND/OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A ELEV. TOP OF POOL WALL 85
5 0
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY DEPTH OF POOL
ELEV. TOP OF MAINDRAIN 35
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. BARRIER, INCLUDING A SPRING-LOCK SELF-CLOSING GATE. FLOOD CRITERIA 6.5
ELEV. TOP OF MAINDRAIN 35 Cj
STRUCTURAL NOTES: SOIL NOTE: POOL IN FLOOD CRITERIA 3.0
LESS 2'0" HYDROSTATIC VALVE 1.0
a 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY r
COMPRESSIVE STR>=NGTH OF 3000 PSI. BASED ON A VISUAL INSPECTION OF THE SITE, SLAB THICKNESS REQUIRED
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE �
FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN
STRENGTH OF 60000 PSI. _ } l
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) HOWEVER IF DURING EXCAVATION, CONDITIONS 6."1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. OTHER THAN ABOVE ARE ENCOUNTERED, THE 6" AT THE SHALLOW END TO THAT INDICATED ABOVE civil I71z v� �{ t,Jt t
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A ENGINEER SHALL BE NOTIFIED. AS SLAB THICKNESS REQUIRED.
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING 22nd,.2 ,01,
PRINCIPALS.