880 Beach Ave pool plan 2012 !006 SPECIFIES THREE METHODS FOR DETERMINING THE MAXIMUM SYSTEM FLOW RATE. THE TOTAL HEAD IN FEET CONVF-RSION CHART
SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. TDH CALCULATION OPTIONS: INCHES MERCUR (VACUUM GAUGE)
FOR EACH PUMP 0 1 2 1 4 1 6 1 8 1 10 1 12 14 1 16 1 18
0 0.0 -2.3 4.516.8 9.0 11.3 13.6 15.8 18.1120.3
SIMPLIFIED MAXIMUM SYSTEM FLOW RATE: 1 2-3 4.6 6.81 9.1 11.4 13.6 15.9 18.1 20.4 22.7
MINIMUM FLOW RATE REQUIRED: 35 GP I E7-CHECK ONE 2 4.6 6.9 9.1111.4 13.7 15.9 18.2 20.4 22.7 25.0
_M PER SKIMMER 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3
1. CALCULATE POOL VOLUME: X A T)=
r -X 7.48(GAL./CUBIC FOO 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.127.3 29.6
(SURF.AREA) (AVG.DEPTH) (VOL,IN GAL.) L BLANKS 5 11.5 13.8 16.1 18.3 20.6 22.8 25.127.4 29.6 31.9
6 13.9 16.1 18.4 20.6 22.9 25.2127.4 29.7 31.9134.2
2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: X60(MIN./HR.)= Yi�'- 7 16.2118.4 20.7 23.0 25,2 27.5 29.7132.0 34.3 36.5
"o (HOURS) (TURNOVER IN MIN,) TOTAL DYNAMIC HEAD(TDH) 8 18.5 20.7 23.0 25.3 27,5 29.8 32.0 34.3 36.6 38.8
3. DETERMINE MAX FLOW RATE: q'p c� = 17, � -+__ c') _= " COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED 9 203 23.1 25.3127.6 29.8 32.1 34.3 36.6 38.9 41.1
(VOL.IN GAL.) (TURNOVER MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) BLANKS ON WORKSHEET&ATTACH CALCULATIONS 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4
'l ),-
4. SPA JETS:-, - X GPM PER JET FLOW RATE 11 25.4 27.7 29.9 32.2 34.5 36.7 39,0 41.2 43.5 45.8
(NO.OF JETS) (JET FLOM (TOTAL JET FLOW RATE) MAXIMUM FLOW CAPACITY 12 27.7 30-.0 32.2 34.5135.8 39.0 41.3 43.5 45.8 48.1
(FOR SINGLE PUMP POOUSPA COMBO, USE THE HIGHER OF NO. 3 OR NOt 4 IN THE FOLLOWING CALCULATIONS FOR THE POOL&SPA) F7 OF THE NEW OR REPLACEMENT PUMP 3130.0 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1150.4
14 32.3 34.6 36.9 39.1 41.4 43.6145.9 48.2 50.4 52.7
15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 62.7 55.0
DETERMINE PIPE SIZES: 16 37.0139.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3
17 393 41.5 43.8 46.148.3 50.6 52.8 55.1 57.4 59.6
BRANCH PIPING TO BE f -INCH TO KEEPVELOCITY @6 FPS MAX.AT gg GPM MAXIMUM SYSTEM FLOW RATE. 18 41.6 43.8146.148.4 50.6152.9 55.1 57.4 59.7 61.9
it NOTES: 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7162.0 64.2
20 46.2 48.5 50.7 53.0 55.2 57.5'59.8 62.0164.3 66.5
TRUNK PIPING TO BE INCH TO KEEP VELOCITY @ 8 FPS. MAX.AT Y 2 GPM MAXIMUM SYSTEM FLOW RATE 1. IF A VARIABLE SPEED PUMP IS USED, _�_l 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9
USE THE MAX. PUMP FLOW IN 22 60.8 53.1 55.3 57.6 59.9 62.164.4 66.6 68.9 71.2
RETURN PIPING TO BE INCH TO KEEPVELOCITY @ 10 FPS MAX.AT /0-3, GPM MAXIMUM SYSTEM FLOW RATE CALCULATIONS. 23 511 55.4 57.7 59.9 62.2 64.4,66.7 69.0 71.2 73.5
2. FOR SIDE WALL DRAINS, USE 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8
APPROPRIATE SIDE WALL DRAIN 25 57.8 60.0162.3 64.5 66.8169.1 71.3 73.6 75.8 78.1
DETERMINE SIMPLIFIED TDH: 26 60.162.3164.6 66.8 69.1171.4 73.6 75.9 78.180.4
FLOW AS PUBLISHED BY 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9178.2180.5 82.7
1. DISTANCE FROM POOL TO PUMP IN FEET: MANUFACTURER, 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0
3. IN-FLOOR SUCTION OUTLET 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.187.3
2. FRICTION LOSS (IN SUCTION PIPE) IN 5' INCH PIPE PER 1 FT, @ eP GPM= Of (FROM PIPE FLOW/FRICTION LOSS CHART) COVERIGRATE MUST CONFORM TO 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.187.4 89.6
MOST RECENT EDITION OF 31 71.6 73.9 76.1 78.4 80.7 82.9.85.2 87A 89.7192.0
32 7�3.9 76.2 78.4 80 7 83 0 85 2 87'5 89.7 9��
'6 851875 89.8 92.0
3. FRICTION LOSS (IN RETURN PIPE) IN INCH PIPE PER 1 FT. @__1�0 GPM = (FROM PIPE FLOW/FRICTION LOSS CHART) ASME/ANSI Al 12.19.8 AND BE 53 76.2 78.5 80.7 81-
3
L n� A
EMBOSSED WITH THAT EDITION 34 78.5 80.8 83 1185.3 8-
0 9
4. X APPROVAL. 35 80.9
(LENGTH OF SUCT.PIPE) (FT OF HEAD I FT OF PIPE) (TDH SUCT.PIPE) TDH IN PIPING: 12, 4. PUMP&FILTER MAKE, MODEL AND
5. e�o X 4 LOCATION CAN NOT CHANGE NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
THAN THE CALCULATED TDH
(LENGTH OF RETURN PIPE) (FT OF HEAD 1 FT�F PIPE) (TDH RETURN PIPE) WITHOUT SUBMITTING REVISED
FILTER LOSS IN TDH (FROM FILTER DATA SHEE7): 5- PLANS AND TDH WORKSHEET. CHART2
HEATER LOSS IN TDH (FROM HEATER DATA SHEET): 57
ftopy
TOTAL ALL OTHER LOSS: /0 c": 7-c-
REVIEWED FOR CODE COMPLIANCE HLE
CITY OF ATLANTIC BEACH
TOTAL SIMPLIFIED TDH: Jz 4 SEE PERMITS FOR fi�DDITIONAL
SELECTED PUMP AND MAIN DRAIN COVER: REQUIREMENTS AND CONDITIONS.
REVIEWED BY . : io.-(t -1-b
: 171 DATE,
PUMP SELECTION USING PUMP CURVE THE FOLLOWING CUT
(PUMP MODEL&SIZE IN HP) FOR SIMPLIFIED TDH &SYSTEM FLOW RATE SHEETS ARE INCLUDED
MAINDRAINCOVER C-HP Oe, '(SYSTEM FLOW RATE FLOW AND FRICTION LOSS PER FOOT
(MAKE&MODEL) MUST NOT EXCEED APPROVED COVER FLOW RATE) SCHEDULE 40 PVC PIPE PUMP HEATER
NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMMER OF 35 GPM. VELOCITY-FEET PER SECOND- DATE FILTER THERAPYJETS
PIPE SIZE 6 FPS 8 FPS 1 10 FPS DRAIN WATERFALLS
ill 16 GPM 0.14' 21 GPM 0.23' 26 GPM 0.35'
DETERMINE THE NUMBER AND TYPE OF REQUIRED IN-FLOOR SUCTION OUTLETS 1.5" 37 GPM- 0.08' 50 GPM 0.14' 62 GPM 0.21' tONTRACTO IGNATURE OTHER
2" 62 GPM 0.06' 82 GPM 0.10' 103 GPM 0.16' SWIMMING POOL SPECIFICATION FOR
TYPE OF COVER 2.5" 88 GPM 0.05' 117 GPM 0.09' 146 GPM 0.13'
DUAL MAIN DRAIN SUCTION OUTLETS @ GPM MAX. FLOW 3" 138 GPM 0.04' , 181 GPM 0.07' 227 GPM 0.10' CONTRACTORS PRINTED NAME
3' - 4" 234 GPM 10.03' 1313 GPM 1 0.05' 1392 GPM 10.07-1 �4 1)'(CS E'
�6' 534GPMIO.02' 1712GPM 0.03' 1 1
0 0 0 MULTI DRAINS SUCTION OUTLETS @ GPM MAX. FLOW c_ 3 4-
CHART1 CONTRACTORS CERT. NO.
E�rl CHANNEL DRAIN CHANNEL DRAIN @ -2-- GPM W/ PORTS -z- 5'-S
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1 7 SKIMMER(S)
'81 MAIN DRAINS
191 RETURN INLETS
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21 AUTOMATIC CLEANER
22 D DECK
23 WATER F TURE(S)
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ELEVATIONS
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ELECTRICAL HOOK-UP
-5
A SWIMMING POOL FOR THE BATTS COMPANY
POOL SPECIFICATIONS General&Swimming Pool Contractors
602 N. 3rd Street -Jacksonville Beach, FL 32250
the
f904) 246-2455
DESIGNED BY L
batts
DATE % FAX (904) 249-0457
company
HOME OFFICE CPC 037046
GENERAL NOTES
I. FOR POOL PLAN,SIZE,DECK EXTENTS,SPI-CIAL DETAILS,SEE CONTRACTOR'S POOL PLAN
2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2010 AND FLORIDA BUILDING CODE LADDER
RESIDENTIAL 2010 TOGETHER VVITH LATEST REVISIONS AND ANSI/NSPI NATIONAL STANDARD-5 FOR
RESIDENTIAL INGROUND SWIMMING POOLS AND ANSVNSPI NATIONAL STANDARD-3 FOR PERMANENTLY
INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST. CROSS
3. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. MINIMUM REINFORCEMENT93 -SEE STRUCTURAL NOTE 5
4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR TYPICAL POOL TTO 8'DEEP BRACE
BARS SPACED 12"O.C�EAN RECOMMENDED
REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL TYPICAL
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION.
5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. SHOTCRETE STEPS OR r
a. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA 1-0 __-----E3ENCHES AS NEEDED---,
1:4
PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 1
7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSPHERIC DREAK WILL BE PROVIDED. IF ESCUTCHEON PLATE 3"41 WAT E R
AN AUTOFILL ASSEMBLY IS INSTALLED.A dACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE LEVEL
WATER LINEUSED TO SUPPLY THE POOL. RADILISIJ ANCHOR SOCKET J
a. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO 5-1/2"-
SPA CONSTRUCTION. EXTRATRANISVE SE <
ESSIBLE ON-OFF S�NITCH MOUNTED UNDISTURBED
U
S
9� ALL POOL AND SPA HEAT ERS SHALL BE EQUIPPED WITH A READILY ACC REINFORCEIVIENT43 10'LENGTH LADDER TREADS
TADjUSTING THE THERMO 'AT SOIL(NO VOIDS)
OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF VVITHOU S1 S SHALL
-LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST SPACED ON 12"GENTEP 14" 18" SLIP-RE ANT
SETTING AND TO ALLOW RESTARTING WITHOUT RE BETWEENNIAIN BARS, RUBBER BUMPER SIST
COMPLY WITH THE FLORIDA ENERGY CON SERVA"TION CODE, CENITERED ON TRANSITION 1MAY POOL WALL
10 TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE BE FLII`vIINA`TED!F NO 1-43 DIAGONAL,E.W.ATDR,'\IN _j I
OWNER MUST CONSULTA CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR TRANSITION EXIS�S) SIMILAR TO LIGHT NICHE DETAIL
SHOULD CONSIDER INSTALLAT ION OF GRAVEL BEDWITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE 1/2'
GROUNDWATER COU!"D RESULT IN UPLIF1 PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND..
11. THE RESIDENTIAL SIAIMMING POOL BARRIER AiND/OR ITSCOMPLIANT SAFETY COMPONENTS SHALL BE IN LONGITUDINAL POOL,SECTION TYPICAL SWIMOUT DETAIL LADDER DETAIL
PLACE PRIOR TO FILLING OF THE POOL. INITS NI.T.S. N.T.S.
12. CODE VIOLATIONS FOUND DUR114G IN3PEG FION ARE REQUIRED TO BE CORRECTED. PLANIPERMIT ISSUANCE
DOES NOT GRANT APPROVAL OF A CODE VIOLATION.
13. A HYDROSTAT 1C RELIEF VALVE SHALL.BE NSTALLED IN POOLS LOCATED IN AREAS VjHERE THE GIROUND
WATER TABLE OR POTENTIAL PERCHED VNIATER INTERSECT 0 THE POOL DURING ANY PERIOD OF ANY GIVEN
YEAR. FLOOR REINF.AS PER
"'ZiTRUC'TURAL NOTES ADJUSTABLE FLOOR INLET, STANDARD PLAN
I. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALLBE43BARSAT 12"ON THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
F A4 TER FULL CLOSE,BACK OPEN
,-,H WAYW!TH 15"LAP JOINT IN WALLS AND FLOORS UPTO 6 FEET DEPTH. BETVIIEEN 6'AND 111: FINISHED POOL n THROUGH SCH40 PVC PIPE WITHOUT EXCEEDING THE 1
CENTER EA 112 ITURN,(FLOCR!NLETS SHALL
USE 43 BARS AT 6"ON CENTER VERTICALLY IN THE AREA OVER 6-IN DEPTH. (ALTERNATE: #4 3ARSXT 16" FLOOR 1� BE FLUSH WITH POOL FLOOR.) rAAXIMUM 3 YANDARDS FOR VELOCITY(FT/SEC)
t
ON CENTER EACH WAY WTH 20"LAP JOINT IN WALLS AND FLOORS UP TO 3 FEET IN DEPTH;BETVvEEN 61 L FTiS ,�,S Z 0
SAT VON CENTER VERTICALLY N THE AREA OVER G'IN DEPTH). NOTE APPLIES 1-0
AND 10',USE 94 BAR FLL
SUMEDTOP0 ESSEQUIVALENTIFLU0 V.
NORMAL.NON-EXPANSIVE SOILS ONLY, NORMAL SOILS ARE AS, SS 16 0 21 GPM 26 GPM
PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE 13 CAST AGAINST BARE EARTH ------
WITHOUT SEPARATION BARRIER,MINIMUM COVER SHALL BE 3�':WITH A BARRIER(STEELTEX)BETVIIEF-M TI I'�7 ill, 2 #3 BARS BENT
/2' 37 GPM 50 GPM 62 GPM
CONCRETE AND EARTH,MINIMUM COVER SHALL BE 2 FAS SH08�PJN EACH
.�i ABOVE APPLIES TO POOLWALLS V\#5-1/2"THICKNESS AND HEADER 2" 1 52 GPM 82GPM __103,GPM 11: WAY AIND LAPPED
2. PEINFORCING STEEL SCHEDULE IN NOTE 1 1/2" 1 18"WITH FLOOR
FLOORS WITH 5-1/2"THiCKNESS. STEEL SCHEDULE MUST BE REVISED FOP,WALLS OR FLOORS THICKER
V2 88 GPM 117 GPNI 146 GPM HYDROSTATIC RELIEF REINFORCEMENT.
THAN 5-1/2". FLOORS AND WALLS SHALL BE CONSTRUCTED OF PNEUINIATICALLY APPLIED CONCRETE WITH -T 181 GP PIPE BOTTO 12" 7- MIN.3"
a I - PERFORATED.(SEE CLEARANCE
A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,1500 PSI. CONCRETE F�o�F T' 138OPM M 227 GPM
CONSTRUCTION WILL CONFORM TO ACI STANDARD'318. MINIMUM01ALL THICKNESS MUST BE INCREASED CONCRETE ENCASEMENT OCCURS
-N -C
'R TU N TING
ONLY�,T TTHERETURN FI-1-1 TING. 4- 2-34 GPM 313 GPM 392 GPM GENE AL NOT E:13) FROM EARTH
FOR DEPTHS GREATER THAN 6011. NOTE APPLIES TO"NORMAL"SOILS ONLY. I
900 GPM --I I F
3. POOL OR PATIO SHALL BEAR ONLY ON RCCK OR CLEAN SAND,'0JHICH SHALL BE COMPACTED TO PROVIDE A 7 --3-4GPm 2, - 3/4"-1-112"
7 2 GPM +
ENCOUNTERED IN EXCAVATION DOOLFLOOR INLET DETAIL PUMP SIZE WILL VARY DEPENDING ON THE PUMP DRAIN ROCK
STRUCTURALLY SAFE BEARING CAPACITI.'. ANY UNSUITABLE NiATEP
SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL dIr
AND PROPERLY('OMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED,THE POOL MUST OF N.T.S. SPEC! W14.--j;
SPE(-;iHU PUUL NELL)'—
REDESIGNED.
KEVIEWED F CODE COMPLIA
4, SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF.1500 PSF FOR FREESTANDING WALL.
6. THE CONTRACTOR MUS'r PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METFsOuS, THE C-r-ff- OF ATLANTIC 1JEAC11 24"SQ
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. OR 0
SEE PERMFIS FOR ADDII-I()NAL
CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITNG STRUCTURES HAVE THE IONAL
X 0-
POTENTIAL TO INFLUENCE FORCES ON THEPOOL WALL,OP.VICE VERSA. <>- C01INW-M MAN I RAIN DETAIL
6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED ACCORDING TO UBC SECTION 1922 AND N,T.S.
ACI 506. CEMENT TO AGGREGATE,It,1 DRY VVEIGHT,SHALL NOT BE LESS THAN FIVE TO ONE.
7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING,OR IF A)
irt
TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHIOTCRETE IN HEAVY RAIN. WATER LEVEL(CENTEN--
ii r- .1 1" OF ATLANTIC BEACH ONI:f
a. SUBSTRATE SHOULD BE FOG-SPRAYED V/ITHVVATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW LINE OF SKIMMER)
HYDRATION AND LIMITRAP11D DRYING OF CONCRETE,AND TO COOL REINFORCEMENT STEEL.
'TED WITH SHOTCRETE,THE FLOOR SHALL BE POURED PLUGGED PIAN RVWS ONE YEAR FROM THE
9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUC �'SIGNAITW DAYE OR M EffECTIVE
PRIOR TO CONSTRUCTION OF THE WALL,';. FOR SHOTCRETE FLOORS,APPLICATION SHOULD COMMENCE IN .1 FESIDENTIAL SWIMMING POOL
EQUALIZER PORT , DATE OF A MMOR FLORIDA BUMUING
F'CODE CHOGE WBICTIEVER IS SOONER
CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. lj G E NE" fr, T
10. IF EXPANSIVE SOil-S(CLAYS)ARE ENCOUNTERED, FIHE SIDES AND BOTTOM OF THE POOL EXCAVATION TO PUMP SUCTION RAL NOT "S AND
-40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS.
MUST BE INIAOIST CONDITION IMMEDIATELY PRIOR TO PLACEMEN r OF SHOTCRETE. VACUUM FITT
11, REINFORCEMENT STEEL SHALL MEET ASTM A615 SE
NOTE 3 BEL.= DETAILS
UBC SECTIONS 11 907,1912,AND 1924 SHALL BE USED AS A GUIDELINE.
certificate ofAuthority No.28177
2. LAP SPLICES SHALL BE SFACKED NNUNE WITH SHOTCRETE SPRAY DIRECTION,NOT SIDE-BY-SiDF N( crt�
,)TES:
PERPENDICULAR TO SPRAY, I. SKIMMER SHALL BE VENTED TO ATMOSPHERETHROUGH OPENINGS IN THE THROUGH AN 14603BEACH BLVD.,SUITE 2100
13, REBAR PLACEMENT SHOULD BE SUCH TFAT THE DISTANCE FROM THE INSIDE SHOTCRETE FACE TO RESAR ENGINEERED VENT PIPE.OR INCORPORATE AN EQUALIZER LINE. JACKSONVILLE,FL 32250 THE BATTS COMPANY
904-223-9773 FAX: 866-832-9236
SHOULD BE A MINIMUM OFTHE TOTAL SHOTCRETE THICKNESS MINUS 3", 2. EQUALIZER PORT SHALL BE PLUGGED. CPC037046 - CIGC055163
14, IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL, 1 3, WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEA!J,�
#4 BAR MAY BE SUBSTITUTED FOR 2-#3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING. AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED V\ATR4 1609 NORTH 3rd STREET
. 1 j
15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOVVER OUTSIDE CORNER OF THE BOND BEAM SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH[APMO SPS 4. 1 VILLE BEACH, FL 32250
JACKSON
PROVIDED A MININIUM OF 1.5"CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL
REINFORCEMENT. (904) 246-2455 (904) 249-0457
16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED.
17. IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING WALL FOR SOIL,THE RAISED PORTION SKIMMER AND VACUUM FITTING DETAIL D"G.BY: RR'JV
SHOULD HAVE IAIALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. -7 NOT TO SCALE SFiEET 1 OF 5 APPROVEDBY: JEL
PR'OFESSION�AL ENGINEER - -
3"MIN,JYP.) EXPANSION JOINT
DECK SLAB
\'vlr,4y�j_ DECK SLAB
1/2"WHITE VINYL JOINT— VNIATER LINE TILE,
STRIP(N/A FOR PAVER GLAZED,MIN.4"
DECKS)
"\4yL
LAZEIL'I'Al' TILE
CONCRETE DECK(OPTIONAL)
WITH b SEE STRUCTURAL NOTE 11,
SLIP RES STANT TOPPING ------ ALTERNATE LOCATION OF
WITH -TI BONDBEA
ON COMPACTED,GROUND M REIN.343 BOND SEAM BAR(TYP)
ALL ORGANIC MATERIAL BARS(TYP.FOR ALL
REMOVED.4"THK.WITH FIBER
MESH,6"VVITH 93 RE-BAR TYPICAL WALL RETURN,OR BOND B�AM.S)
VACUUM FITTING.VIATH
3 EA#3 REBAR CONTINUOUS is" z Z
WATER STOP FLANGE 0:)I
LAP SPLICES AS NECESSARY 3" 0
LIGHT FIX-,URE& MITI.- CANTILEVER DECK DETAIL COPING DETAIL
N.T.9.
3"' NICHE N.T.S.
R=6"V/HE N H=3�-O` <
MIN. RADIUS INCREASES 6"FOR EACH 1-OF DEIPFH,�6-9' 2-93 EACH'PJAY
R=2'-0"WHEN H=6-0"
R�DIUS INCREASES VFOR EACH VOF DEi TH>5-0"
'A P 5-1/2"
STD.REINF.: QUARTZ AGGREGATE PLASTER FINISH
.43 REBAR @ 12"O.C.BNVIMIN. SIHOTCRETEVVALL EXPANSION JOINT
COVER 3"(EAR',Id SIDE,2" 5-1,:2"SHELL DECK SLAB
(POOL SIDE). REFERTO THICKNESS
A—
STRUCTURAL NOTE#1 FOR
IGHT NICHE DETAIL
ALTERINATE SCHEDULE.
r --SEND DOVVN
N.T.S.
BOND BEAM BARS
TYPICAl- POOL W.AL.L. _QEC'T10f,i ;�3 BAR SEND
SCALE:N.T.C. AS SHOWN k
343
L
_14L
NMNINIAL BOND BEANI
SKIMMER DETAIL
SPA WALL N.T.S.
SCHEDULE N.T.S.
NOTE: MAY BE USED VVITH
DEPTH OF CONCRETE SAND,GRAVEL,OR ROCK
THICKNESS SOIL CONDITIONS ONLY.
V,`ATER FT INCHES
— 011 M!N.
3.0 6"�,.,IAX. WATER �ALTERNATE
TROUGH---,_�L_ PLUMBING
3.5 5-1,12., SEE SPA WALL SCH. AT GRADE LOCATI N
01-1
IPOL I
7 AT GRADE
4.0 8 SEE STRUCTURAL L
P-1 13"
NOTE 15
10 2-43 BAR�
LIT-
(OR 1 1,4 BAR) \ I I
4
WATER
-OR ELEVATED
10 "IT N. TROUGH
HORIZ.REIN.#3 BARS 8"-- I
VERTICAL REINFORCEMENT#3-12 O.C�FOR FREE STANDING 41 r�
INCH CENTERS AT 5-1/2"WALL THK. WALLS TYPICAL REINF, OR
CONSULT ENGINEER FOR VERT.REINF.SEE SPA
REINFORCEMENT AT GREATER THK.j WALL SCH. 12"O.C.FAN. FOR USE BY THE CITY OF ATLANTIC BEACH ONLY
NOTE:GREATER WALL THICKNESS PLAN EXPIRES ONE YEAR FROM-IN
(T)OR DOUBLE CURTAIN SIGNATURE DATE OR THE EFFECTIVE
REINFORCEMENT MAY BE USED IF DATE OF A MAJOR FLORIDA BUILDING
REQUIRED FOR AESTHETICS OR SHEER DESCENI' DETAIL CODE CHANGE YMCHENTH IS SOONER SWIMMING POOL
PLUMBING N.13.
FLOOR REINF.CONT.
FROM SPA TO POOL F STRUCTURAL DETAILS
MIN.15' LAP EITHER
SPA DETAIL DiRECT�ON Certlfil6a,te of Authority No,28177
EACH BLVD.,SUITE 2100
N.T.S. 146038. ,
JACKSONVI'LE,FL32250 THE BATTS COMPANY
904_213-97�3 FAX:�?866-832-9236
CPC037046 - CGCO55163
-----------
1602 NORTH 3rd STREET
JACKSONVILLE BEACH, FL 32250
(904) 246-2455 (904) 249-0457
NOT TO SCALE DWC3.By. RRW
,P 0 F LL SHEET 2 OF 5 APPROVED BY: JEL
R F SSiO ENGINEER — —
3-0"MIN.
3'0"MIN.(EDGE OF OUTLET) (EDGE OF OUTLET) 3-0"MIN.(EDGE OF OUTLET)
SINGLE UNIBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
OUTLETS lN PARALLEL.TO ONE PUIVIP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO PNO PUMPS
PUMPS IN PARALLEL
NOYES:
I, DUAL OUTLETS SHALL BE SEPARATED BYWNINIUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
2. TEE ON THE SUCTION MANWOLD SERVING THE OUTLETS SHALL BE LOCATED MIDVA/AY BETWEEN THE OUTLETS ViITH FLOW OUT OF THE BRANCH OF THE TEE. SlINGLE U�-JBLOCKABLE CHANNEL OUTLET TO TWO PUMPS
3. THE FLOW RATINGOF EACH COVER!GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE.
4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 30"SEPARATION REQUIREMENT,I.E,ONE(1)ON THE BOTTOM AND C)NE(1)ON THE
VERTICAL WALL,OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL WALLS.
DUAL SUCTION OUTLE T ARRANGEMENTS AW S-HIAP-
3�0"MIN.(EDGE OF OUTLET) TO"MIN.(EDGE OF OUTLET)
TO"MIN.(EDGE OF OUTLET) LARGE UNSLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP
NOTES
1, S�NGLE_CHANNEL OUTLET: 3"OR GREATER IN WIDTH AND 31"OR GREATER IN LENGTH kAPPLIES TO PERFORATED AREA).
2. S NGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A RE,PRES6jTATION OF"THE T��SO OF THE
'd C
99TH PERCENTILE ADULTIviALE CANNOT SUFFICIENTLY BLOCK IT TO TH�E_EXTENT THAT IT CREATES A
BODY SUCTION
ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23"WITH CORINERS OF RADIUS 4".
-SINGL'�_ UfqBL0k`_lKAF3Ll_=_ SUIC'MON OUTLETARRANGEMErATS
2"TEE 2"9W B�:iND(TYP. LO C IT:7_=6 FT 5
OF 2) SCH 40 SCH 80
'12"AIR CAP(N,111N.)SEE I _�U_C_T P I-PE MAX FL FLOW
OUTLETS ii\i PARALLEI OUTLET- IN PARALLEL OU'l LETS lN PARALLEL DIAME
L-LS_IlD NOTE 8 (o P m) (GPM)
SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING --73—__76--
2"
2 1/2` 90
124
�O ES Q�,. 3" 138
L_T_
1. THE OUTERMOST
OUTLETS SHALL BE SEPARATED BYPOINIMUNI 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. MAYIMUM UNDERWATER
4 238 1 215 1
3. THE SUM OF FLOW RATINGS OF THE COVERS/GRATES SHALL BE AT LEAST T�NICE THE SYSTEM'S
2. TEE ON THE SUCTION MANI FOLD SERVING THE OUTLETS SHALL BE LOCATE)MIDWAY BETWEEN TWO OF THE OUTLETSWITH FLOW OUT OF THE BRANCH OF THE TEE. LENGTH OF VENT PIPING: 488
MAXIMUM FLOW RATE. FEET FROM TEE ON
SUCTION PIPING TO AIR GAP -SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING.
THREE-OR-MORE SUCTION OUTIET ARRANGEMENTS SUCTION OUTLET----, LABEL VENT AS FOLLOWS:"POOL
SAFETY DEVICE-DO NOT HANDLE"
NOTES 7 TO SUCTION PIPING 2"VENT PIPING VENTLINE DETr"\[L
-LATEST,"SUCTION FITTINGS FOR USE IN IN POOL FLOOR
1. ALL COVERS/GRATES SHALL COMPLY WITH ANSUASME Al 12.19.8 DEBRIS OUTLET MOUNTED
SWIMMING POOLS,WADING POOLS,SPAS AND HOT TUBS." RECOMMENDED: GRATES SHOULD BE INSTALLED
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FTIS THROUGH THE GRATE(S).
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7,LATEST. THE FOLLOWING
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A)SURFACE SKIMMING OR FOR USE BY THE CITY OF ATLANTIC BEACH ONLY
OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SYSTEM FLOW:B)DUAL SUCTION OUTLET "�l
SYSTEMS;C)THREE-OR-MORE SUCTION OUTLET SYSTEMS;D)SINGLE UNBLOCKABLE SUCTION OUTLET PLAN WWS ONE YEAR FROM THE
SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTEDA3 CONFORMING TO ASME/ANSI SIGNAT-M DATE OR ME EFFECIM
f7
AND ASTM F2387 -LATEST DA% OF A W-JOR FLOWA BUffDlNG FESIDENTIAL SWIMMING POOL
Al 12.19.8):F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCEWITH ANSI/ASME A112.19.8 SEE NOTE I BELOW
CODE CHANGE WHlCHMR 13 SOONI.R
AUTHORITY HAVING JURISDICTION.
SHALL BE SIZED TO
3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) T SUCTION 0"UTLET NTOTES
OTHER MEANS THATMEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE CIRCULATION LINE TO LEAF
ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ON CANISTER/PECIRCULATIO 'M
04);G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)OUTLET SUMPS IN SERIES;1)OR
N --------S7—
OF A FAIR is BLOCKED. ALL R P
IGHT(8)FEET PER SECOND.
SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF OTHE PUM ANID DETAILS
4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GR��l ISMISSING,BROKEN,OR LOOSE. L40FE MINIMUM PIPE LENGTH 18" Certificate of Authority No.23177
5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY 1,1603 BEACH BLVD.,SUITE 1100
BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) jAclIONVII.IE,11122511 -- THE BATTS COMPANY
THROUGH A COMMON LINE TO THE PUMP. 1, ONE OF THE FOLLOWING OPTIONS IS REQUIRED P
6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. ONE(1)ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18"FROM THE 904-223-9773.FAIX: 866-832-9236
7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO TEE IN THE SUCTION LINE TO THE PUMP(S);3)AN ENGINEERED VENT SYSTEM;C)A LISTED MANUFACTURED CPC037046 - CGC055163
CLOSER THAN 1.5 TIMES ITS INSiDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUCH THAT THE SAFETY VACUUM RELEASE SYSTEM.
SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH 1602 NORTH 3rd STREET
THE OPEN AREA OF THE COVERGRATE. rl
J
JACKSONVILLE BEACH, FL 32250
OUTLET SUMPS IN SERIES jl� (904) 246-2455 (904) 249-0457
NOT TO SCALE SHEET 3 OF 5 DIVG By: RRW
PROFESSIONAL ENGtNEER — APPROVED BY: JEL
93 BAR CONTINUOUS #3 BAR CONTINUOUS
4"CONCRETE DECK 1 43 BAR 1#3 BAR
1 4t3 PAVER BRICK SWALE FOR 1#3 BAR
VERTICALLY @
L36"ON CENTER PAVER BRICK V. VERTICALLY @ DRAINAGE VERTICALLY @
36"ON CENTER 36"ON CENTER
4
;t 0 �2 4- .0
COMPACTED 4� 4 .
COMPACTED 4'GR
-ATTER
F�ATTER < COMPACTED
MATERIAL 4'OR z MATERIAL
d MATERIAL —--------------
B= d..
co
-M1 ,11—Z% 4
Z!I - ..1.. . .. I A I
1#5 REBAR 1#5 REBAR FINISHED j
FINISHEDJ 1 45�E6�R
ONTINUOUS GRADE
GRADE CONTINUOUS.: NOTE: CONTINUOUS NOTE:
A !B=Y4"xA
A A % A, 1.
7-11, TTT Tii
I-,,, —T,F-'J� 7
ALTERNATE PAVERS ON TURNDOWN ALTERNATE PAVER LOCATION
4"0 PILASTER E El ty OLD GROUND TOLD GROUND
V 0 PILASTER EVERY
5'WITH 1#3 REBAR 5'WITH 1#3 REBAR
CONCRETE..D'E"CK TURNDOWN PAVER-DEICK TURNDOWN
0-E N�z RA L-NO-'r E-S
I DETAIL IS 13ASED ON NO SURCHARGE'BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDO�,A/N IS LEVEL(>4 TO 8. A DECK TURND,0VVN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING V'IALt.. F THE VERTICAL D\DIMENSION
1). TUPNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE,WITH��3 REeAR. FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5"(FOR A 12"TURNDOWN)OR 33"(FOR AN
2. TURNDOWN SHALL BEAR ON ROCK,CLEAN SAND OR STRUCTURALLY SOUND SOIL(,1,500 PSF)THAT SHALL BE 118"TURNIDOWN)OR 43,5"(FOR A 24"TURNDOWN)FOR MORE THAN 20%OF THE TURNIDOWI'l LENGTH OR THE FINISHED
COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY,A TURNDOWN SHOULD NOT BE USED.
3� ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. 9. FOR A PAVER DECK,IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD(OROUND REACHES 30"(FOR
4� CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,600 PSI. A 12"TURNDOWN)36"(FOR AN 18'TURNDOWN)OR 42"(FOR A 24"TURNDOWN)FOR MORE THAN 20%OF THE TURNDOWN
5. ALL CONSTRUCTION TO C�NFORM TO FLORIDA 3UILDIJNG CODE,BUILDING 2007,FLORIDA BUILDING CODE,PESIDENTIAL LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO I FOOT VERTICALLY,A TURNDOWN
2007 TOGETHER WITH LATEST REVISIONS, SHOULD NOT BE USED.
6. REFER TO CONTRACTOR'S PLAN ON FILE V,'Il H THE BUILDING DEPARTMENT FOR DE TAILS ON TURNDOVVN LOCATION. 10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ONTO OF THE TURNDOVVN,THE SWIMMING POOL CONTRACTOR MUST
IF THE TURINDOWN DOES NOT EXTEND INTO THE OLD GROUND,A 4"0 PILASTER WILL BE REQUIRED EVERY 5 FEET THAT COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR.
�,AJILL BE EITHER 2 FEET INTO THE GROUND OR TO 6"INTO THE INDIGENOUS MATERIAL,WHICHEVER IS DEEPER. THE
PILASTER WILL HAVE A 43 REBAR-TIED INTO THE#5 REBAR IN THEBASE OF THE VERTICAL POUR
DECKTURNIDOWNS
/_'NOM.4-)
TYP.
GRADE GRADE GRADE
12"
cc 'X I --f zo
2 11'5 BAR
1 45 BAR-AMD
CONTINUOUS --IflMIUJ CONTINUOUS
NO FOOTER 8"x 8" FOOTER 8"x 12" FOOTER
FOR USE BY THE CITY OF ATLANTIC BEACH ONLY
PLUN MIRES ONE YWI FROM THE
SIGNATURE DATE OR THE EFFECTIVE
7 DATE OF A MAJOR FIDRIDA BUnDING RESIDENTIAL SWIMMING POOL
FOOTER NOTES: GRADE 12" CODE CHANGE WHICHEVER IS SOONER
I. FOOTER SHALL BEAR ON ROCK,CLEAN SAND OR STRUCTURALLY SOUND SOIL -TT
(>1,500 PSF,THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM,BEARING ECK AND FOOTER
illIvAl UINX swat
CAPACITY�O PREVENT SETTLING. AM 15
`TAILS
2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,5100 PSI WITH FIBER MESH DEE
OR 6x6-10xIOWW MESH. 2#5 BAR Certificate of Authority No.28177
3. 3#3 BARS IS EQUIVALENT TO 1#5 BAR. 14603 BEACH BLVD.,SUITE 2100
JACKSONVILLE,FL 32250 THE BATTS COMPANY
4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER 904-223�9773 FAX: -866-832-9236-
OVER THE TOP OF THE FOOTER OR ABUTTING THE FOOTER.
5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED,THE SVVIMMING POOL 12"x 12" FOOTER CPC037046 — CGC055163
CONTRACTOR MUST COORDINATE CONSTRUCTION OF ANY REQUIRED 1602 NORTH 3rd STREET
FOOTER WITH THE SCREEN CONTRACTOR. JACKSONVILLE BEACH, FL 32250
904) 246-2455 (904) 249-0457
DWG.By: RRVV
TYPICAL FOOTER DETAILS
NOT TO SCALE SHEET 4 OF 5 APPR jEL
PROFESSIONALEN NEER — — OVED BY:
TRANSFORMER REQUIRED FOR ENERGY EFFICIENCY NOTES: NOTES:
LOW-VOLTAGE INSTALLATIONS ONLY
1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND 1 GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN
PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL
ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO
l.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE,INCLUDING
----------------------------
l.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL
OOL SYSTEMS PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER
I.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE REINFORCING BARS USING TE E IRE .
GENERATION POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESEMETAL
7771 1. 2. HEATED SWIMMING POOLS AND lNGROUND PERMANENTLY INSTALLED SPAS SHALL BE PARTS INCLUDE,BUT ARE NOT LIMITED TO LADDERS,RAILINGS,PIPING,
EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR AT THE WATER SURFACE OR A CONDUIT,METAL DOOR FRAMES AND METAL PARTS WITHIN 5-OF INSIDE
300 WATT REFER TO LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS, EXCEPTION: WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD,LISTED
TMIN.FROM INSIDE WALL UNDERWATER NOTE4 OUTDOOR POOLS DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL
LIGHT SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN COLUMNS(I.E.FOR TOWERS OR SLIDES)PER NEC ARTICLE 250 AND 680
OPERATING SEASON. AND NFPA 730. IF REINFORCING BARS ARE ENCAPSULATED WITH A NON
3. PCOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: CONDUCTIVE COMPOUND,CONTACT ENGINEER BEFORE PROCEEDING.
/A R 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR
START INDUCTION RUN TYPES 2� THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC
T 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF ARTICLES 250 AND 680, IN ACCORDANCE VATH THIS,UNDERGROUND
/A GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5'
TWO OR MORE SPEEDS, THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING
MORE THAN I OF THE MOTOR'S MAXIMUM ROTATION RATE, IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE
3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10'FROM THE INSIDE
BONDING CONDUCTOR. POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED WALL OF POOLS. ALL RECEPTACLES WITHIN 20'OF THE POOL SHALL HAVE
GFCI PROTECTION. ADDITIONALLY.ALL UNDERWATER LIGHTING SHALL BE
REFER TO NOTE#7 SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE
CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES
24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12'ABOVE MAXIMUM
7-1 SHALL BE PERMITTED TORUN AT HIGHER SPEEDS DURING PERIODS OF USABLE WATER LEVEL.
777 SOLAR HEAT GAIN.
77 7�;� 'A
4, HYD 3. IF APPLICADLE,PROVIDE#12 AWG CONDUCTORS AND GROUND FOR 12V
RAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WI rH
APSP-15,:'AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND UNDERWATER LIGHTING CIRCUITS LESS THAN 8'IN LENGTH. FOR 12V
- ---------- -------------------------- SPA ENERGY EFFICIENCY." CIRCUITS&TO 1 5'IN LENGTH.PROVIDE#8 AWG CONDUCTORS AND
j GROUND, FOR 12V CIRCUITS GREATER THAN 15%BUTLESS THAN 26IN
BONDING GRID LENGTH,PROVIDE#6 AWG CONDUCTORS AND 46 GROUND. NO 12V
REFER TO NOTE 46 TO GROUND FAUL F Cl RCUIT--\ CIRCUIT SHALL BE MORE THAN 25'IN LENGTH.
INTERRUPTER THEN TO PO�NER
SOURCE WITH TRANSFORMER 4'MIN. 4. ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE i25-VOLT
TYPICALMNINIMING POOL SONDING GRID PLAN 15-OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH
JUNCTION BOX CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT.FROM
98 AWG COPPER�PIIP RIGID,IMC OR NON METALLIC— AND NOT MORE THAN 20 FT.FROM THE INSIDE WALL OF THE POOL.THE
TI[MECLOCK CONDUIT RECEPTACLE SHALL BE LOCATED NOT MORETHAN 6 FT.8 IN.ABOVE THE
FLOOR,PLATFORM.OR GRADE LEVEL SERVING THE POOL(NOT
APPLICABLE-TO INDOOR POOLS WHERE COMPLIANT RECEPTACLES ARE
BRASS OR NON METALLIC AVAILABLE).
TO SERVICE CONDUIT OR APPROVED
JUNCTION PANEL SPST EOUIVALENT PECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH
BOX —TOGGLE CHEMICAL EQUIPNIENT,IF APPLICABLE.
MIN SVVITC+1 UNDERWATER LIGHTS SHALL BE NEC.APPROVED 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED
DISCONNECT AND SHALL FEATURE STAINLESS STEEL FORMING �2 WALKING SURFACES WITHIN THREE FEET OF THE INSIDE%A/ALLS OF THE
SHELL WITH BRASS MOUNTING RING. SHELL SHALL POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER.THE BONDING GRID
HAVE Al"NPT CONDUIT WITH OPENING PACKING
PUMP—Q MAY BE COMPOSED OF STEEL REINFORCING RODS(REBAR),OR#8 BARE,
GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS SOLID COPPER CONDUCTORS.6 X 6 X 10 WELDED\AARE FABRIC(MESH)IS
STEEL ENCAPSULATION BOLTED TO A CHROME ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION
POOL DECK NOTES: PLATED FACE RING FOR COMPRESSING OF A 360' IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR#8 SOLID
12 V TRANS. DOUBLE WALL SYNTHETIC GASKET. COPPER JUMPERS.THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY
I. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC LATEST. IN EARTH CONTACT OR WITHOUT PROPER COVER.THE INSTALLATION
3#12 IN Y2"COND. MUST BE IN ACCORDANCE WITH 680.26(C),NATIONAL ELECTRIC CODE(NEC)
2. BOND ALL SHEATHED CABLES,RACEWAYS,METAL PIPING AND ALL SS LIGHT FIXTURE&NICHE W/COMPRESSION HUB& LATEST AND FLORIDA BUILDING CODE 2010 Wl LATEST AMENDMENTS.
12V/300k,11 WITH LO W WATER FIXED METAL PARTS NOT SEPARATED BY PERMANENT BARRIER,IF LED LAMP.300VV/1 2V LAMP OR 120 VAC VV/GFC[PER BONDING GRID
CUT-OFF OR 120 VAC VVI GFCl WITHIN 5 FT HORIZONTALLY FROM WATER,12 FT VERTICALLY OF NEC T THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE
MPX WATER LEVEL. DEFINED IN NOTE#6,ABOVE:AN UNDERGROUND BONDING CONDUC fOR
PER NEC #8 AWG PRESSURE GROUND MADE OF A SINGLE 48 AVVG BARE SOLID COPPER WIRE BURIED TO A
CONNECTOR TO COMMON MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18
ELECTRICAL DIAGRAM BONDING WITH REINFORCING INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA.
STEEL OR PLUMBING THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO
COMPLIANCE WITH S.680.26(C)OF THE NEC(LATEST),NFPA 20,ADOPTED BY
')INCOMING POWER SUPPLY JUNCTION BOX(IF USED) POOL LIGHT DETAIL REFERENCE WITHIN FBC.
SERVICE PANEL LADDER,HANDRAIL,—\ TRANSFORMER—\
DIVING BOARD,ETC... POOL LIGHT FOR USE BY THE CITY OF ATLANTIC BEACH ONLY
NEUTRAL BAR POOL LIGHT HEATER CASE PLAN EXPIRES ONE YEAR FROM THE
SIGNAPM DKIT OR THE FFECTM
TO GROUND DATE OF A MAJOR FLORIDA BUILDING RESIDENTIAL SWIMMING POOL
OOL CONTROL CODE CHANGE WHICHEVER IS SOONER
PUMP METAL CONDUITS R INFOR ING PANEL
GROUNDBAR OR PIPING SYSTEM I'LECTRICAL NOTES AND
MOTOR NEUTRALBAR S EEL 1112-20111
TRANSFORMER
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DETAILS
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GROUNDING TERMINAL 14,6038EACH BLVD.';Su)i�21bo
3CONDUCTOR PUMP MOTOR JACKSONVILLE,F.L.32250 THE BATTS COMPANY
H-N-G 904 7,7,3 FAX:'866-832-9236
#3 BOND TO #BBONDTO CPC037046 - CGC055163
STRUCTURAL
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?#3 BOND To
5 UCTU NORTH 3rd STREET
STRUCTURALSTEEL GROUNDBAR \_#8 BOND IN
STEEL 1602
PVC CONDUIT JACKSONVILLE BEACH, FL 32250
CONTROLPANEL
-2455 (904) 249-0457
(904) 246
TYPICAL GROUNDING SCHEMATIC TYPICAL BONDING SCHEMATIC
DVVG.By: RRW
NOT TO SCALE SHEET 5 OF 5 APPROVED BY: JEL
PR JAL ENGINEE R — —