01-0013-002 BRICK OR STONE 5HEET
6" CERAMICS WATER LEVEL COPING
- + -
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``� MAX. 1:1 SLo PE - POOL FILTER WITH 150 -
tt \� AIR RELIEF VALVE SQUARE FEET OF FILTER OF
1 1/2" POOL UTASTE / SURFACE AREA 10�
- 4 RISERS AT '{ EACH 2
� CARTRIDGE
6° THICK GUNITE WALLS REINFORCED WITH ,ANTE vORtE:c 1.1/2" HYDROSTATIC VALVE 3 WAY VALVE NOt .: ST, P STEEL - — OPTIONAL 2" TILE OF
" 3 BARS AT 10" CENTERS BOTH WAYS MAINDRAIN - SET-IN 3/4" WASHED ROCK BED RECIRCULATION PUMP NOT RECQlf1RED
� CONTRASTING COLOR ��-
2 HP, -T0 GPM At 60' TDH
6" THICK GUNItE FLOOR SLAB REINFORCED NOTE: SECURE MAINDRAIN GRATE SELF-PRIMING
WITH " 3 BARS AT 10 " CENTERS BOTH WAYS. WITH SCREWS. _STEP D E TA I L
POOL SECTION \�o�A\�\� ��. �\���0¢ NO SCALE V
NO SCALE , gPP� 1A�\�03 ��� G�\�� ccn
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gQP 'A qP�'� �¢ 3 HP SWIMJET PUMP POOL COPING 0 0
2 Z`` \ WATER LEVEL
3 WAY VALVE
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125A UL APPROVED \ 1 8 Q -U O
1-2P-25A AQUADYNE PANEL g0\' gpP ,,p\C\ MAX c., O - u
3 hm 7HUN + 1-2P-20A Q/1 \�/ti ,La \�Q�" ` u ,\
2 TILE SCRIP OF Z
3/4 if COND. IN I-1P-15A GFI 1,�r r� "�P SAME THICKNESS 4
coND. ••• 014 THWN FOR 15W EQUIPMENT I SOI I E T I-.,(C 3 ��'c �y� AS WALL CONTRASTING COLOR tQ)
"14 THUN FOR 75W
U. NO SCALE
FP.L. 200 aB 5 HP HEAT PUMP SWIMOUT DETAIL
METER O z
/ AM O] IIDVi12V MIN. 18" BELOW WATER T:' � POOL WALL STEEL NO SCALE
I-ZP-3fdA/ TRANSF01�12"I�dR HUN 2 " ��� THWN + 1 h2 LEVEL 1" NON METALIC CONDUIT
+ I "12 THUN t0 JUNCTION BOX
TIME t IN t 2 COND./THUJN IN 1" CONK -LIGHT BOUY
SWITCH i 12Y
POOL q
JUNCTION LIGHT BOND WIRE TO
3 012 / _BOX 2 "3 BARS
'c Lz CTONDUIt 2 HP PUMP P ACROSS NICHE ;; POOL STEEL p
TO CHLORMATIC
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24V D.C. TRANSFORMER p-
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UNDERWATER LIGHT DETAIL �
ELECTRIC R15E R DIAGRAM NO SCALE ,u QQ
NO SCALE POOL COPING Q
POOL DECK Q
WATER LEVEL
_MIN. 15 SQ. IN. Q p
WEIR BASKET
W
/ 1L2" TURBO -1
TURBO RETURN
2
Bc���St " SUCTION
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5fGI1„IMEFP, SECT ION
NO SCALE Lu Z Q O
POOL, SPA AND HOT TUB BARRIERS: OPTIONAL STONE r ul (k r
ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY BRICK OR 13" ID" COPING r O
WATER LEVEL
WITH SECTION 500-1 OF THE SFBC AND SPECIFICALLY STONE
50071.2 (10) (aa) "ALL DOOR WITH ACCESS TO THE COPING
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POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES tt — }— 6, Q
AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREE14 IS 18" BENCH Z
SEAT a, T
PLUMBING NOTES: BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR
A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND - SWIMMING POOL Z
BLu
E CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO
I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE Ofd, � � •n. WALL -
PVC-PW,NON-THREADED,NSF APPROVED SUPPORTED CONTINUOUSLY BE HEARD IN THE DWELLING. THE ALSRM SHALL BE EQUIPPED ANtIvoRTEX�
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 MAINDRAIN
2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE 6" CHICK SHOTCREtE SPA FLOOR AND
SHALL BE 45 DEGREE BENDS. DOOR
3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL WALLS REINFORCED WITH 03 BARS AT
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 10 " ,
CENTERS
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ,
ARTICLE 50043 SAF
OF THE SOUTH FLORIDA BUILDING CODE. SAFETY NOTES: ��,� POOL SECTION
t 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY O Z
x FASTENED WITH TAMPERPROOF SCREWS. 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED At u uj
NO SCALE
6. POOL VACUUM SHALL COMPLY WITH SECTION 50025 b ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE J LU p 4 m
OF THE SOUTH FLORIDA BUILDING CODE. POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI-5-95. s ()01
WARNING 2. THE WANG SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST _
SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL POOL AND Sf=A DATA:
ELECTRICAL NOTES: INCLUDE THE FOLLOWING STATEMENT: v! U
SPA POOL SWIMMING POOL tu `9
1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE "THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL Z
1
WITH NATIONAL ELECTRICAL CODE. CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT 38 SURFACE AREA (50. FT.) 310 0 l�-
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION l50 VOLUME (GALLONS) 10000
t0 ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. AND/OR CARDIOPULMONARY RESUSCITATION IGPU)." 0.75 TURNOVER (HOURS) 8 1�t1 X
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" 22 PERIMETER (FEET) 80 [X O
OF
POOL'S WATER EDGE. 3. ALL DOORS WITH DIRECT ACESS TO THE POOL AREA SHALL BE DECK AREA (SQ. FT.) 602
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN
LL
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- THE DOOR OR ITS SCREEN IS OPEN.
MIttED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION 4. THE POOL AND/OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A HYDIR08TATIC UPLIFT
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY ELEV. TOP OF POOL WALL 90
BARRIER INCLUDING A SPRING-LOCK SELF-CLOSING GATE. DEPTH OF POOL 5.0
STRUCTURAL NOTES:
ELEV. TOP OF MAINDRAIN 40 CJ t.
FLOOD CRITERIA ,
I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
F COMPRESSIVE STRENGTH OF 3000 PSI. SOIL NOTE: ELEV. TOP OF M,AINDRAIN
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD POOL IN FLOOD CRITERIA -10f
x STRENGTH OF 60000 PSI. BASED ON A VISUAL INSPECTION OF THE SITE, LESS 2'0" HYDROSTATIC VALVE - o �� '� i4 0
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE SLAB THICKNESS REQUIRED 6"
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. -=-
M 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A HOWEVER, IF DURING EXCAVATION, CONDITIONS NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN TH
c,•t<t iN R
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING OTHER THAN ABOVE ARE ENCOUNTERED, THE 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 5112 N f�
5 /
PRINCIPALS. ENGINEER SHALL BE NOTIFIED. 6" At THE SHALLOW END t0 THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED. r� �•' - ,, ,
VII, irs,