1776 Maritime Oak Dr pool permit dwgs GENERALNOTES
1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS,SEE CONTRACTOR'S POOL PLAN REVIEWED FOR CODE COMPLIANCOL LADDER
2� ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2014 AND FLORIDA CITY OF ATLANTIC BEACH
BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANSUNSPI NATIONAL SEE PE OR AD F F I C E
STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSUNSPI NATIONAL STANDARD-3 FOR _W DITIONAL CROSS
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST. MINIMUM REINFORCEMENT#3 c 2�
P REQUI EMENIVC, BRACE
3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. BARS SPACED 10"O.C.E.W. TYPICAL POOL 3'TO 8'DEE 4T A6 6&DITIONS
RECOMMENDED
4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR TYPICAL `7 00
REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DA7,-E-.
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. SHOTCRETE STEPS OR REWE
5, CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL A14D ITS EQUIPMENT AND 71, �l
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. BENCHES AS NEEDED---____________,
6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUC--ION AREA TO
PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. ESCUTCHEON PLATE 3% WATER
7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSPHERIC BREAK W�LL BE PROVIDED. IF LEVEL
AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKIFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE ANCHOR SOCKET
WATER LINE USED TO SUPPLY THE POOL. RADIUS 6"
8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO
EXTRA TRANSVERSE UNDISTURBED
SPA CONSTRUCTION, REIN FORCEMENT43 10'LENGTH
SOIL(NO VOIDS) LADDER TREADS
9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH MOUNTED SPACED ON 10"CENTERS CN
zy 8"-11"
f�E
LATE 6.
T
6" SOCKtE
U
S
18_ SHALL BE
OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT BETWEEN MAIN BARS, 14"-1 j8" SLIP-RESISTANT
SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST CENTERED ON TRANSITION(MAY RUBBER BUMPER
COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. BE ELIMINATED IF NO POOL WALL
10, TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE TRANSITION EXISTS) 143 DIAGONAL,E.W.AT DRAIN
OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SIMILAR TO LIGHT NICHE DETAIL
SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE 6"MIN.
GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. LONGITUDINAL POOL SECTION TYPICAL SWIMOUT DETAIL LADDER DETAIL
11, THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN NTS N.T.S. N.T.S.
PLACE PRIOR TO FILLING OF THE POOL. FIRC R4101.17 FLOOR REINF.AS PER
12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE STANDARD PLAN
DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FRC 109.1
13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND
WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
YEAR. THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE
ADJUSTABLE FLOOR INLET. MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) -TO PUMP
STRUCTURAL NOTES FINISHED POOL AFTER FULL CLOSE,BACK OPEN PIPE SIZE 6 FT/S 8 FT/S 10 FT/S ET I i=-1 I I- HP
1/2 TURN.(FLOOR INLETS SHALL $-- L
FLOOR BE FLUSH WITH POOL FLOOR.) 1. -El I I
1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE#3 BARS AT 10"ON 16 GPM 21 GPM 26 GPM 2-#3 BARS BENT
CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. 13ETWEEN 60"AND 10'0", t AS SHOWN EACH
1 Y2" 37 GPM 50 GPM 62 GPM WAY AND LAPPED
USE#3 BARS AT 5"ON CENTER VERTICALLY STARTING AT 3'0"DEPTH IN THE AREA OF THE POOL OVER 6'IN 1 1/2"DIA.
18"WITH FLOOR
0"LAP J0114T IN WALLS AND FLOORS HYDROSTATIC RELIEF
TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12"ON CENTER EACH WAY WITH 2 2 62 GPM 82 GPM 103 GPM
=1 REINFORCEMENT.
UP TO 6 FEET IN DEPTH;BETWEEN 6'0'AND 10'0",USE#4 BARS AT 6"ON CENTER VERTICALLY STARTING AT TO" ZY2" 88 GPM 117 GPM 146 GPM PIPE BOTTOM 12" - - MIN.3"
DEPTH IN THE AREA OF THE POOL OVER 6'0-IN TOTAL DEPTH). NOTE APPLIES TO NORMAL,NON-EXPANSIVE PERFORATED.(SEE 60 CLEARANCE
z AND UNIT GENERAL NOTE 13)
SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSUf E OF 35 PCIF SUPPLY HEADER 138 GPM 181 GPM 227 GPM
3- FROM EARTH
WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SEPARATION BARRIER,MINIMUM
COVER SHALL BE 3";WITH A BARRIER(STEELTEX)BETWEEN CONCRETE AND EARTH,WINIMUM COVER SHALL BE 4� 234 GPV 313 GPM 392 GPM
j 3/4"-1-1/2"
2". NOTE: 6" 534 GPM 712 GPM 900 GPM DRAIN ROCK
2. POOL WALLS SHALL BE MIN.6"THICK AND FLOORS SHALL BE MIN.6"THICK AND SHALL BE PNEUMATICALLY CONCRETE ENCASEMENT OCCURS
APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE ONLY AT THE RETURN FITTING. PUMP SIZE WILL VARY DEPENDING ON THE PUMP
2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS MUST SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE
BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO"NORMAL"SOILS ONLY. SPECIFIC POOL NEEDS.
3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BE COMPACTED TO PROVIDE A POOL FLOOR INLET DETAIL MAIN DRAIN DETAIL 24"SQ
STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL N.T.S. N.T.S. ORO
BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKIFILLED WITH ACCEPTABLE MATERIAL AND
PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED,THE POOL MUST BE
REDESIGNED.
4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF,1500 PSF FOR FREESTANDING WALL. PLANS EXPIRE: PLANS VALID FORTHIS
5, THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR BUILDING DEPT. ONLY:
SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL TO :E t7-
INFLUENCE FORCES ON THE POOL WALL,OR VICE VERSA. b)=
CIO OCTOBER 24,
6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED ACCORDING TO Uf3C SECTION 1922 AND ACI
506. CEMENT TO AGGREGATE,IN DRY WEIGHT SHALL NOT BE LESS THAN FIVE TO ONE. WATER LEVEL(CENTER 2017 CITY OF JACKSONVILLE, FL
7. SHOTCRETE SHALL NOT BE APPLIED IF AMBtENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING,OR IF LINE OF SKIMMER)
TEMPERATURE IS GREATER THAN 1 OOF. NEVER APPLY SHOTCRETE IN HEAVY RAIN. 2�
8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW HYDRATION 2i EQUALIZER FITTING
AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFORCEMENT STEEL. SPRING LOADED VERTICAL
VERTICAL c�//-�W/VGB-COMPLIANT RESIDENTIAL
9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE,THE FLOOR SHALL BE POURED PRIOR CHECK EQUALIZER IVALVE GRATE(IF INSTALLED)
TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS,APPLICATION SHOULD COMMENCE IN CORNERS UMP SUCTI GENERAL NOTES AND
AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. TO PUMP SUCTION CertificateakuM rity No.28177
. m?
10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND BOTTOM OF THE POOL EXCAVATION MUST BE VACUUM FIT71NG-SEE 43 K , "
?100M U -N% SUITE.101 DETAILS
NOTE 3 BELOW
IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE. �'O�x ,sco I IE
R
ii. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BEAT LEAST 40 BAR DIAMETERS. ALL FARF
NOTES:
BENDS MUST BE SHARP. UBC SECTIONS 1907,1912,AND 1924 SHALL BE USED AS A GUIDELINE.
-% -'*\GEN
12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTION,NOT SICE-BY-SIDE 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN
ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE. POOLS BY JOHN GARNER
PERPENDICULAR TO SPRAY. 2. EQUALIZER LINES,WHEN USED,SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 181,
13- REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE FACE TO REBAR BELOW THE MAX.OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE.IF CPC 049389, 1456631, 1457486
6714
SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3". THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED,THE SKIMMER PORT MUST BE PLUGGED. 10221 BEACH BLVD.
14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVA'FURE OF THE WALL,1-#4 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED iN AN ACCESSIBLE POSITION AT LEAST 6"
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 FFFFEID WITH A
JACKSONVILLE, FL 32246
15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE 13OND BEAM PROVIDED A SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SIPS 4.
E
904-743-2060
MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PAF,ALLEL REINFORCEMENT. AL-.
16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. SKIMMER AND VACUUM FITTING DETAIL DWG.BY: MAC
7. IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING WALL FOR SOIL,THE RAISED PORTION
SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. NOT TO SCALE SHEET 1 OF 4 APPROVED By: JEL
fRILAL - -
OFFICE COPY
DECK SLAB 3"MIN.(TYP.) EXPANSION JOINT
INYI DECK SLAB Z
1/2"WHITE VINYL JOINT
WATER LINE TILE,
STRIP(N/A FOR PAVER
DECKS) GLAZED,MIN.4" TILE
co
CONCRETE DECK(OPTIONAL) SEE STRUCTURAL NOTE 15
WITH SLIP RESISTANT TOPPING
ALTERNATE LOCATION OF
ON COMPACTED GROUND WITH BOND BEAM REIN,343 BOND BEAM BAR(TYP)
ALL ORGANIC MATERIAL BARS(TYP.FOR ALL
REMOVED.4"THK.WITH FIBER BOND BEAMS)
MESH,6"WITH#3 REBAR TYPICAL WALL RETURN,OR v'H-1
VACUUM FITTING,WITH
3 EA#3 REBAR CONTINUOUS 18' z Z
WATER STOP FLANGE 0=)
LAP SPLICES AS NECESSARY 3"_ 00
MIN. .Q� CANTILEVER DECK DETAIL COPING DETAIL
LIGHT FIXTURE& z< N.T.S. N.T.S.
3' NICHE Z>_j
MIN. R-6"WHEN H=3-0"
RADIUS INCREASES 6�FOR EACH l'OF DEPTH<6-0" 2-#3 EACH WAY
R=2'-0"WHEN H=6-0"
RADIUS INCREASES 1'FOR :-:ACH l'OF DEPTH>5'-0"
STD.REINF..- Q ARTZ AGGREGATE PLASTER FINISH 6"
#3 REBAR @ 10"O.C.B.W.MIN-, SHOTCRETE WALL EXPANSION JOINT DECK SLAB
COVER 3-(EARTH SIDE),2" 6"MIN SHELL
(POOL SIDE). REFER TO THICKNESS
STRUCTURAL NOTE#1 FOR r LIGHT NICHE DETAIL Jr N
ALTERNATE SCHEDULE.
N.T.S. 2 #3 BEND DOWN
t BOND BEAM BARS
r-Ar
-#31
co I
TYPICAL POOL WALL SECTION
#3 BAR BEND
SCALE:N.T.S. ASSHOWN 343
MINIMAL BOND BEAM
SPA WALL SKIMMER DETAIL N.T.S.
SCHEDULE N.T.S. NOTE: MAYBE USED WITH
DEPTH OF CONCRETE SAND,GRAVEL,OR ROCK
WATER FT THICKNESS SOIL CONDITIONS ONLY.
INCHES 10"MIN.
3.0 6
6"MAX. WATER 12" ALTERNATE
TROUGH PLUMBING
3.5 6 SEE SPA WALL SCH. JAX ' LOCATION
4.0 8 SEE STRUCTURAL AT GRADE AT GRADE
6" NOTE15
4.5 10 2-#3 BARS
(o PLANS EXPIRE: PLANS VALID FOR THIS
(OR 1-#4 BAR)
2�
5.0 10 10— WATER BUILDING DEPT. ONLY:
OR ELEVATED
"IT
TROUGH
O.C.FOR FREE STANDING
VERTICAL HORIZ.REIN.#3 BARS 8"—\ L a- OCTOBER 24,
REINFORCEMENT#3- WALLS <
10 INCH CENTERS. XL TYPICAL REINF, OR =I FL
NOTE:GREATER WALL VERT.REINF.SEE SPA 10 O.C.E.W. 2017 CITY OF JACKSONVILLE,
WALL SCH.
t12" 'PL','
Lo
DOUBLE CURTAIN
THICKNESS(T)OR
REINFORCEMENT MAY
BE USED IF REQUIRED SHEER DESCENT DETAIL
FOR AESTHETICS OR Ams't RESIDENTIAL
PLUMBING N.T.S.
F LOOR REINF.CONT. Certificatpi0athonifyinp.28177
FROM SPA TO POOL 433�,AOIVOtK�l# %,T STRUCTURAL DETAILS
E 101
MIN.15"LAP EITHER
N _ P2 Afl,
?%
DIRECTION 40ko ;
SPA DETAIL �C E IVS
N.T.S. POOLS BY JOHN GARNER
No 56714 CPC 049389, 1456631, 1457486
10221 BEACH BLVD.
JACKSONVILLE, FL 32246
904-743-2060
t
Rl
MAC
DWG.BY:
N E NOT TO SCALE 4 APPROVED BY: JEL
SHEET 2 OF
3-0"MIN.(EDGE OF OUTLET) 3-0"MIN.(EDGE OF OUTLET)
3-0-MIN.(EDGE OF OUTLET) VELOCITY=6 FT/S
SCH 40 SCH 80 F I C E
SUCTION PIPE MAX FLOW MAX FLOW SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
DIAMETER (GPM) (GPM)
2- 63 55
2 1/2" 90 79
3" 138 124
4" 238 215
6- 540 488
OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS
PUMPS IN PARALLEL
NOTES: SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS
1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
2- TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. ANY SHAPE
3. THE FLOW RATING OF EACH COVERIGRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE.
4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0"SEPARATION REQUIREMENT,I.E.ONE(1)ON THE BOTTOM AND ONE(1)ON THE
VERTICAL WALL,OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL WALLS.
DUAL SUCTION OUTLET ARRANGEMENTS
LARGE UNIBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP
NOTES:
3-0-MIN.(EDGE OF OUTLET) 3-0-MIN.(EDGE OF OUTLET) 3'0-MIN.(EDGE OF OUTLET) 1. SINGLE CHANNEL OUTLET: 3"OR GREATER IN WIDTH AND 31"OR GREATER IN LENGTH(APPLIES TO PERFORATED AREA).
2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE
99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION
ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23"WITH CORNERS OF RADIUS 4".
SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS
2"90-BEND(TYP.
12"AIR GAP(MIN.) 2"TEE OF 2)
MAXIMUM UNDERWATER
OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL LENGTH OF VENT PIPING:30
FEET FROM TEE ON 2"VENT
SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING SUCTION PIPING TO AIR GAP PIPING
SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING.
NOTES: I LABEL VENT AS FOLLOWS:"POOL
1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM 0 TSIDE EDGE TO OUTSIDE EDGE OF OUTLET. TO SUCTION PIPING SAFETY DEVICE-DO NOT HANDLE"
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. VENT LINE DETAIL
THREE-OR-MORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET----..
PLANS EXPIRE: PLANS VALID FOR THIS
NOTES: DEBRIS OUTLET MO,UNTED BUILDING DEPT. ONLY:
1. ALL COVERS/GRATES SHALL COMPLY WITH ANSLIASME Al 12.19.8-LATEST,"SUCTION FrFTINGS FO Z USE IN IN POOL FLOOR OCTOBER24
SWIMMING POOLS,WADING POOLS,SPAS AND HOT TUBS.- RECOMMENDED: GRATES SHOULD BEINSTALLED
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH THE GRA--E(S).
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSIIAPSP-7,LATEST. THE FOLLOWING 2017 CITY OF JACKSONVILLE, FL
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A)SURFACE SKIMMING OR
OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SYSTEM FLOW;B)DUAL SUCTION OUTLET
SYSTEMS;C)THREE-OR-MORE SUCTION OUTLET SYSTEMS;D)SINGLE UNBLOCKABLE SUCTION OUTLET r
SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CONFORMING TO ASME/ANSI SEE NOTE 1 BELOW RESIDENTIAL
Al 12.19.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH ANSUASME Al 12.19.8-LATEST j I
AND ASTM F2387-04);G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)OUTLET SUMPS IN SERIES;1)OR AK%tIg SUCTION OUTLET NOTES
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE Certificate of Authority No.28177
AUTHORITY HAVING JURISDICTION. CIRCULATION LINE TO LEAF 4337 PABLO OAKS COURT,SUITE 101
3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SHALL BE S ZED TO CANISTER/RECIRCULATION JAC K WAmwT'R'§2lYL*p AND DETAILS
ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ONE OF A PAIR is BLOCKED. ALL.OTHER PUMP 6, 36
%�R9-7".
SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEET PER SECOND MINIMUM PIPE LENGTH 18" ��llwl
'ee,
NOTE:
4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING,BROKEN,OR LOOSE.
POOLS BY JOHN GARNER
5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY 1 ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) k,�Z . % 0 %.r
.Z%- % - %X,%- -
THROUGH A COMMON LINE TO THE PUMP. lzp. *
I I FROM THE 0
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 M N MUM OF 18 CPC 049389, 1456631, 1457486
TEE IN THE SUCTION LINE TO THE PUMP(S);B)AN ENGINEERED VENT SYSTEM:C)A LISTED MANUFACTURED
7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE"ILL BE NO
SAFETY VACUUM RELEASE SYSTEM. o 6 14 10221 BEACH BLVD.
CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUC H THATTHE
SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH JACKSONVILLE, FL 32246
THE OPEN AREA OF THE COVERJGRATE.
904-743-2060
OUTLET SUMPS IN SERIES
DWG-BY: IMIAC
NOT TO SCALE SHEET 3 OF 4 APPROVED BY: JEL
..........
ENERGY EFFICIENCY NOTES: ELECTRICAL NOTES:
1 TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND I GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC
TRANSFORMER REQUIRED FOR PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL
LOW-VOLTAGE INSTALLATIONS ONLY ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE,
l.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL
l.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY PARTS ARE BONDED PER NEC ARTICLE 250 AND 680- BOND TOGETHER REINFORCING
POOL SYSTEMS BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS
l.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE,BUT ARE NOT LIMITED
GENERATION TO LADDERS,RAILINGS,PIPING,CONDUIT,METAL DOOR FRAMES AND METAL PARTS
2, HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE WITHIN 60F INSIDE WALL OF POOL- CONNECTION SHALL BE EXOTHERMIC WELD,LISTED
PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS(I.E.
UID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: FOR TOWERS OR SLIDES)PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING
OUTDOOR POOLS DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND,CONTACT ENGINEER
SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN BEFORE PROCEEDING.
300 WATT REFER TO OPERATING SEASON.
UNDERWATER NOTE 4 3, POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250
TMIN.FROM INSIDE WALL LIGHT 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR AND 680. IN ACCORDANCE WITH THIS,UNDERGROUND WIRING SHALL NOT BE PERMITTED
A START INDUCTION RUN TYPES UNDER THE POOL OR WITHIN 5'HORIZONTALLY FROM THE INSIDE WALL OF THE POOL
R 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC
A GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10'FROM THE INSIDE
TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO WALL OF POOLS. ALL RECEPTACLES WITHIN 20'OF THE POOL SHALL HAVE GFCI
T MORE THAN j OF THE MOTOR'S MAXIMUM ROTATION RATE. PROTECTION. ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED.
3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT
POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED LESS THAN 12'ABOVE MAXIMUM WATER LEVEL.
SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE
CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 3. IF APPLICABLE,PROVIDE#12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER.
BONDING CONDUCTOR. 24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS LIGHTING CIRCUITS LESS THAN 8'IN LENGTH. FOR 12V CIRCUITS 8'TO 15'IN LENGTH,
REFER TO NOTE#7 SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE PROVIDE#8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 151,
SOLAR HEAT GAIN. BUT LESS THAN 25'IN LENGTH,PROVIDE#6 AWG CONDUCTORS AND#6 GROUND. NO 12V
4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH CIRCUIT SHALL BE MORE THAN 25'IN LENGTH.
APSP-15,"AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOLAND
4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125-VOLT 15-
SPA ENERGY EFFICIENCY." OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT. RECEPTACLE
zZ1�4zzzzzz_z1111 zxZZ4ZI-zzZZ1144zz�e�4 SHALL BE LOCATED NOT LESS THAN 10 FT.FROM AND NOT MORE THAN 20 FT.FROM THE
------- TO GROUND FAULT CIRCUIT INSIDE WALL OF THE POOL.THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT.
——------- INTERRUPTER THEN TO POWER 6 IN.ABOVE THE FLOOR,PLATFORM,OR GRADE LEVEL SERVING THE POOL.
BONDING GRID.jA SOURCE WITH TRANSFORMER 4'MIN.
REFER TO NOTE#6 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL
JUNCTION BOX EQUIPMENT,IF APPLICABLE.
TYPICAL SWIMMING POOL BONDING GRID PLAN RIGID,IMC OR NON METALLIC 6- AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING
CONDUIT SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR
co
#8 AWG COPPER WIRE THE ENTIRE POOL PERIMETER.THE BONDING GRID MAY BE COMPOSED OF STEEL
TIMECLOCK BRASS OR NON METALLIC NWL REINFORCING RODS(REBAR),OR#8 BARE,SOLID COPPER CONDUCTORS.6 X 6 X 10
CONDUIT OR APPROVED—\ WELDED WIRE FABRIC(MESH)IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS
EQUIVALENT AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR#8 SOLID
TO SERVICE PANEL COPPER JUMPERS.THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH
JUNCTION SPST CONTACT OR WITHOUT PROPER COVER.THE INSTALLATION MUST BE IN ACCORDANCE
BOX_� TOGGLE 300 WATT UNDERWATER LIGHTS SHALL BE NEC. WITH 680.26(C),NATIONAL ELECTRIC CODE(NEC-LATEST VERSION)AND FLORIDA
SWITCH APPROVED AND SHALL FEATURE STAINLESS STEEL BUILDING CODE(FBC-LATEST VERSION)W/LATEST AMENDMENTS.
4'MIN. FORMING SHELL WITH BRASS MOUNTING RING' uj
DISCONNECT SHELL SHALL HAVE A 1"NPT CONDUIT WITH OPENING 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN
PACKING GLAND. LIGHT SHALL BE HOUSED IN A NOTE#6,ABOVE:AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE#8 AWG
STAINLESS STEEL ENCAPSULATION BOLTED TO A BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES
PUMP CHROME PLATED FACE RING FOR COMPRESSING OF ul BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING
A 360'DOUBLE WALL SYNTHETIC GASKET. POOL OR SPA.THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO
POOLDECK NOTES: COMPLIANCE WITH S.680.26(C)OF THE NEC(2014),NFPA 20,ADOPTED BY REFERENCE
12 V TRANS. WITHIN FBC.
1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC-
3#12 IN Y2"COND. LATEST SS LIGHT FIXTURE&NICHE W/COMPRESSION HUB&
30OW,12V LAMP OR 120 VAC W/GFCI PER NEC
2. BOND ALLSHEATHED CABLES,RACEWAYS,METAL PIPING
30OW WITH LOW WATER AND ALL Ff KED METAL PARTS NOT SEPARATED BY #8 AWG PRESSURE GROUND
-OFF OR 120 VAC W1 GFCI PERMANENT BARRIER,IF WITHIN 5 FT HORIZONTALLY FROM CONNECTOR TO COMMON PLANS EXPIRE: PLANS VALID FOR THIS
NEC WATER,12 FT VERTICALLY OF MAX WATER LEVEL. BONDING WITH REINFORCING
ELECTRICAL DIAGRAM STEEL OR PLUMBING BUILDING DEPT. ONLY:
POOL LIGHT DETAIL OCTOBER 24,
SERVICE PANEL INCOMING POWER SUPPLY LADDER,HAND RAIL, JUNCTION BOX(IF USED) 2017 CITY OF JACKSONVILLE, FL
TRANSFORMER
DIVING BOARD,ETC... POOL LIGHT
VNEUTRALBAR POOL LIGHT HEATER CASE RESIDENTIAL
I I /_TO GROUND POOL CONTROL ELECTRICAL NOTES
PUMP OR PIPING SYSTEM S
MOTOR GROUND BAR 4W'PA IK SUITE 101
AND DETAILS
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NEUTRALBAR TRANSFORMER FLEXIBLE CORD
'v/ METAL CONDUITS REINFORCING PANEL Certificeg%ot.A Mitipity-No.28177
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GROUNDING TERMINAL POOLS BY JOHN GARNER
3 CONDUCTORY/ 117
PUMP MOTOR
O.P�714 CPC 049389, 1456631, 1457486
#8BONDTO 10221 BEACH BLVD.
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STRUCTURALS GROUNDBAR. #8 BOND IN
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