Colina Court 1973 (2)MAP. SHOWING BOUNDARY SURVEY OF LOT 31
AS SHORN ON ~ MAP OF S~LVA NORTE' UNIT ONE
AS RECORDED IN PLAT BOOK 39, PAGES 94 THROUGH 946 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
_FQ~: ANSBA _NFR Bc SCHNFIf
~F~.t.. P A.
BEARING REFERENCE: BEARING SHOWN ON SOUTHWESTERLY LOT LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT.
ELEVATIONS SHO THUS: 9.5 REFER TO NATIONAL GEODETIC VERTICAL DATUM.
BUILDING SETBA ~ _ -LINES ARE PER ORV 534, PAGE 69
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CERTIFIED .TO: 25`°
PAUL 1, PEREZ
DIANA M. APONTE
ATTORNEY' TITLE INSURANCE FUND, INC.
HOMESOUTH MORTGAGE CORaORATiON
ANSBACHER & SCHNEIDER, P:A~.
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' PLAT BOOK 37, PAGE 40
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i HEREBY CERTIFY THAT THIS SURVEY. PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE
I LEGEND:
M
NIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6 FLORIDA
ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.02;, FLORIDA STATUTES). AND FUR(HER CERTFY THA"[ ~
TNERE~ ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT e 10J2NFCC't1~1~1R0EN (N G.'~~~I
AS SHOWN.
O UNiE55 OTHERNASE NOTE,)
1/2' SET IRON - U~ 17Cd
ZNOTE: XE &T; A~RVEYED EIEREON APPEARS TO UE WITHIN FLOOD
CLARSON AND ASSOCIATES
INC ~ B~UN~~ ~~ LINE
.
.
AS SCALEO FROM THE FLOOD INSURANCE RATE 1643 NALDO AVE., JACKSQNVILLE, FL, 322Q7
MAPS, COMMUNITY ANEL N0
120025 - 0001D DATED 4-17-89 R
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ARC IENCTH
CHORD
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1 P.C. POINT OF CURVATURE
' ~
SURVEYED JULY 10
2002 P R.C. POINT OF REVERSEC CURVE
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SCALE: 1" _ ~ 30' P.C.C
~." . POINT of COMPOUND CURVE
FFli"~
REGIS SURVEYOR N0. 4487, FLORIDA
FIELD BOOK 675 PAGE 54 EL
RCP ELEVATION
REINFORCED CONCRETE PIPE
JOSE A. HILL JR. oRV OFFlCIAL RECORDS VOLUME
SURVEY NOT VALID WITHOUT EMBOSSED SURVEYOR'S SEAL
._ -X- 6' WOOD FDiCE (UNLESS NOTED)
W/11ES TO FACE
E.C. TO COORDINATE 12V POOL
LAMPS AND ASSOCIATED
LOW-VOLTAGETRANSFORMERS
WITH POOL CONTRACTOR AS
REQUIRED.
1
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4 NOTE4
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BONDING GRID.
REFER TO NOTE #6
TYPICAL SWIMMING POOL BONDING GRID PLAN
TO
TO GROUND FAULT CIRCUIT
INTERRUPTER THEN TO POWER
SOURCE WITH TRANSFORMER
JUNCTION BOX-
RIGID, IMC OR NON METALLIC
CONDUIT
BRASS OR NON METALLIC
CONDUIT OR APPROVED
EQUIVALENT
300 WATT UNDERWATER LIGHTS SHALL BE NEC.
APPROVED AND SHALL FEATURE STAINLESS STEEL
FORMING SHELL WITH BRASS MOUNTING RING.
SHELL SHALL HAVE A 1" NPT CONDUIT WITH OPENING
PACKING GLAND. LIGHT SHALL BE HOUSED IN A
STAINLESS STEEL ENCAPSULATION BOLTED TO A
CHROME PLATED FACE RING FOR COMPRESSING OF
A 360° DOUBLE WALL SYNTHETIC GASKET.
SS LIGHT FIXTURE ~ NICHE WI
COMPRESSION HUB & 300W,12V LAMP
#8 AWG PRESSURE GROUND
CONNECTOR TO COMMON
BONDING WITH REINFORCING
STEEL OR PLUMBING
TIMECLOCK
JUNCTION
BOX
4' MIN.
PANEL SP~~
TOGGLE
SWITCH
W.P. DISC
PUMP
4' MIN.
z
ro
POOL LIGHT DETAIL
12 V TRANS. NOTES:
1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC 2005.
~~ L 3 #12 IN Y"COND. 2, BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING
AND ALL FIXED METAL PARTS NOT SEPARATED BY
12V/ 300W WITH LOW WATER PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM
CUT-0FF OR 120 VAC WI GFCI WATER, 12 FT VERTICALLY OF MAX WATER LEVEL.
PER NEC
ELECTRICAL DIAGRAM
PUMP
MOTOR
#8 BOND TO
STRUCTURAL STEEL
SERVICE PANEL
INCOMING'POWER SUPPLY
NEUTRAL BAR
r TO GROUND
GROUND BAR
NEUTRAL BAR TRANSFORMER
3CONDUCTOR
H-N-G
~' GROUND BAR #8 BOND IN
PVC CONDUIT
CONTROL PANEL
POOL LIGHT
FLEXIBLE CORD
GROUNDING TERMINAL
#6 BOND TO
STRUCTURAL
STEEL
TYPICAL GROUNDING SCHEMATIC
PUMP MOTOR
POOL LIGHT
HEATER CASE
CONTROL
PANEL
U~ ~O IN
v
TYPICAL BONDING SCHEMATIC
NOTES:
1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN
ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL
CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO
ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING
THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL
PARTS ARE BONDED PER NEC ARTICLE 250 AND 660. BOND TOGETHER
REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO
POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL
PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING,
CONDUIT, METAL DOOR FRAMES AND METAL PARTS WITHIN 5' OF INSIDE
WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED
PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL
COLUMNS (I.E. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680
AND NFPA 780. IF REINFORCING BARS ARE ENCAPSULATED WITH A NON
CONDUCTIVE COMPOUND, CONTACT ENGINEER BEFORE PROCEEDING.
THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC
ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND
WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5'
HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING
IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE
680, ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE
WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE
GFCI PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE
GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES
SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM
WATER LEVEL.
3. PROVIDE #12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER
LIGHTING CIRCUITS LESS THAN 8' IN LENGTH. FOR 12V CIRCUITS 8' T015' IN
LENGTH, PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS
GREATER THAN 15', BUT LESS THAN 25' IN LENGTH, PROVIDE #6 AWG
CONDUCTORS AND #6 GROUND. N012V CIRCUIT SHALL BE MORE THAN 25'
IN LENGTH.
4. ELECTRICAL CONTRACTOR (E.C.) SHALL INSTALL NO FEWER THAN ONE
125-VOLT 15- OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE
BRANCH CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT.
FROM AND NOT MORE THAN 20 FT. FROM THE INSIDE WALL OF THE POOL.
THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT. 6 IN. ABOVE
THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL.
5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH
CHEMICAL EQUIPMENT, IF APPLICABLE.
6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED
WALKING SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE
POOL ANDIOR SPA FOR THE ENTIRE POOL PERIMETER. THE BONDING GRID
MAY BE COMPOSED OF STEEL REINFORCING RODS (REBAR), OR #8 BARE,
SOLID COPPER CONDUCTORS. 6 X 6 X 10 WELDED WIRE FABRIC (MESH) IS
ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION
' IS CLAMPED WITH APPROPRIATE LISTED DEVICES ANDlOR #8 SOLID
COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY
IN EARTH CONTACTOR WITHOUT PROPER COVER. THE INSTALLATION
MUST BE IN ACCORDANCE WITH 680.26(C), 2005 NATIONAL ELECTRIC CODE
(NEC} AND FLORIDA BUILDING CODE (FBC) 2006.
1. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID
DEFINED IN NOTE #6, ABOVE: AN UNDERGROUND BONDING CONDUCTOR
MADE OF A SINGLE #8 AWG BARE SOLID COPPER WIRE BURIED TO A
MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18
INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA.
THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO
COMPLIANCE WITH S.680.26(C} OF THE NEC (2005), NFPA 20, ADOPTED BY
REFERENCE WITHIN FBC.
JUNCTION BOX {IF USED)
LADDER, HAND RAIL, TRANSFORMER
DNING BOARD, ETC...
POOL
METAL CONDUITS REINFORCING
OR PIPING SYSTEM STEEL
F "
#3 BAR CONTINUOUS
#3 BAR CONTINUOUS
4" CONCRETE DECK 1 #3 BAR 1 #3 BAR
VERTICALLY @ PAVER BRICK SWALE FOR
DRAINAGE
g•
VERTICALLY @
ss" ON CENTER PAVER BRICK 8. 36' ON CENTER
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CONTINUOUS ~, FINISHED CONTINUOUS:
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ALTERNATE PAVERS ON TURNDOWN
4" O PILASTER EVERY L OLD GROUND
5' WITH 1 #3 REBAR
CONCRETE DECK TURNDOWN
4" 0 PILASTER EVERY ~- OLD GROUND
5' WITH 1 #3 REBAR
PAVER DECK TURNDOWN
GENERAL NOTES
1, DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (>4 TO
1 }. TURNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH #3 REBAR.
2. TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE
COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING.
3, ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40.
4, CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI.
5. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004, FLORIDA BUILDING CODE, RESIDENTIAL
2004 TOGETHER WITH LATEST REVISIONS.
6. REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION,
7. IF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" 0 PILASTER WILL BE REQUIRED EVERY 5 FEET THAT
WILL BE EITHER 2 FEET INTO THE GROUND OR TO 6" INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE
PILASTER WILL HAVE A #3 REBAR TIED INTO THE #5 REBAR IN THE BASE OF THE VERTICAL POUR
(NOM, 4")
TYP.
GRADE
AIII C/'1/'1TCD
GRADE
12"
FOOTER NOTES: % ,
1. FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR STRUCT~AL.LY SOUND SOIL
(>1,500 PSI) THAT SHALL BE COMPACTED TO PROVI OPTIMUM BEARING
CAPACITY TO PREVENT SETTLING. ~
2. CONCRETE SHALL HAVE A 28 DAY SIREN OF 2,500 PSI WITH FIBER MESH
OR 6x6-10x10WW MESH,
3. 3 #3 BARS IS EQUIVALENT T01 #5 BAR.
4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER
OVER THE TO OF THE FOOTER OR ABUTTING THE FOOTER.
5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL
CONTRACTOR MUST COORDINATE CONSTRUCTION OF ANY REQUIRED
FOOTER WITH THE SCREEN CONTRACTOR.
TYPICAL FOOTER DETAILS
RADE GRADE ----~
8' 12"
i
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1 #5 BAR ~ 2 #5 BAR
CONTINUOUS CONTINUOUS
" 8" x 12" FOOTER
6 x 8 FOOTER
2 #5 BAR `
CONTINUOUS I~IV
1 #3 BAR
VERTICALLY Q
36' ON CENTER
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ALTERNATE PAVER LOCATION
8, A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL, IF THE VERTICAL DIDIMENSION
FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5' (FORA 12" TURNDOWN) OR 33" (FOR AN
18" TURNDOWN) OR 43.5" (FORA 24' TURNDOWN) FOR MORE THAN 20°~ OF THE TURNDOWN LENGTH OR THE FINISHED
GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY T01 F00T VERTICALLY, A TURNDOWN SHOULD NOT BE USED.
9, FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR
A 12"TURNDOWN) 36" (FOR AN 18' TURNDOWN) OR 42" (FORA 24"TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN
LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY T01 FOOT VERTICALLY, A TURNDOWN
SHOULD NOT BE USED.
10, IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TO OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST
COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR.
DECK TURNDOWNS
•
12" x 12" FOOTER
N
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~=ocL. S rE r~ ,,., nrct, q r,oa ~ E'er Enl G.,a4ca„!~
PLAN E~DiCS ONE YEAR FROM THB
SIGNATURE DATE OR THE EFPECf1VE
DATE OF A YA,IOR FLORIDA BUMWG
CODE CBANGB lIffiC9RVER IS SOON!?It
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PROFESSIONAL ENGINEER
RESIDENTIAL
MASTER DRAWING FOR
FOOTER AND DECK
TURNDQWN DETAILS
THE BAITS COMPANY
1602 N. 3RD STREET
JACKSONVILLE BEACH, FL 32250
(904) 246-2455
(904) 249-0457 -FAX
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1~"TEE
12" AIR GAP (MIN.)
SEE NOTE 8 1
MAXIMUM UNDERWATER
LENGTH OF VENT PIPING: 30
FEET FROM CROSS OR TEE
TO AIR GAP
3'-0'
MINIMUM
1'-6" MIN.TYP.
(SEE NOTES)
REDUCER
MAIN DRAIN SUMPS WITH GRATES
(SEE NOTE 1) ORANTI-VORTEX
PLATES (TYP. 2 PLACES)
MAIN DRAIN SUMP
(SEE NOTE 9)
12"AIR GAP (MIN.) SEE
NOTE 8 -
MAXIMUM UNDERWATER
LENGTH OF VENT PIPING: 30
FEET FROM TEE TO AIR GAP
REDU
2"TEE
2" 90° BEND {TYP.
OF 2)
SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING
LABEL VENT AS FOLLOWS: "POOL
SAFETY DEVICE - DO NOT HANDLE"
2"VENT PIPING
MAIN DRAIN
MOUNTED IN
POOL FLOOR
SECOND SUCTION
OUTLET (SEE NOTE 8)
2}~"DIA.
SCH 40 SCH BO
SUCTION PIPE
DIAMETER MAX FLOW
(GPM) MAX FLOW
(GPM)
2" 63 55
2Y2" 90 79
3" 138 124
4" 238 215
6" 540 488
i i
NOTES:
OR VENT TEE
CROSS
MAX NOTES: CIRCULATION LINE TO 1, MAIN DRAIN GRATES SHALL COMPLY WITH ANSUASME A112.19,8M, "SUCTION FITTINGS FOR USE IN
,
{
DISTANCE 1'-0"FROM MAIN 1. 'MAIN DRAIN GRATES SHALL COMPLY WITH ANSUASME A112,19.8M, "SUCTION FITTINGS FOR USE IN SWIMMING LEAF CANISTER ! SWIMMING POOLS, SPAS, NOT TUBS, AND WHIRLPOOL BATHTUB APPLIANCES." GRATES MUST BE INSTALLED
DRAIN TEE
) POOLS, SPAS, HOT TUBS, AND WHIRLPOOL BATHTUB APPLIANCES." GRATES MUST BE INSTALLED WITH RECIRCULATION PUMP WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FTlS THROUGH THE GRATE.
SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH THE GRATE.
(2"MIN)
2. SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND. REFER TO
2. SUCTION PIPING 5HALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF 50C (6) FEET PER SECOND. TABLE FOR MAXIMUM FLOW RATES,
SUCTION PIPING 3, INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 424.2,6.6 OF THE FLORIDA BUILDING CODE. 3. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 424.2.6.6 OF THE FLORIDA BUILDING CODE.
(2"MIN.) 4. POOL OR SPA SHALL NOT BE OPERATED IF SUCTION INLET GRATE IS MISSING, BROKEN, OR LOOSE. 2Yz"TEE 4. POOL OR SPA SHALL NOT BE OPERATED IF SUCTION INLET GRATE IS MISSING, BROKEN, OR LOOSE.
5, DRAIN GRATES INSTALLED IN SPAS MAYBE LOCATED ON TWO DIFFERENT PLANES, I.E, ONE ON THE BOTTOM 5. INSTALLATION SHOWN APPLIES TO SINGLE PUMP SYSTEMS ONLY. ADDITIONAL INSTALLATIONS ARE
AND ONE ON THE VERTICAL WALL, OR ONE EACH ON TWO SEPARATE VERTICAL WALLS, ZY~"MIN. DIA. SUCTION REQUIRED FOR ADDITIONAL PUMPS,
TO RECIRCULATION 6. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY MIN. 18" LENGTH
OUTLET 6. OUTLET OF Z"BEND SHALL BE 12"MINIMUM ABOVE GROUND LEVEL, POOL DECK, OR MAXIMUM POOL WATER
PUMP THROUGH A COMMON LINE TO THE PUMP. , LEVEL, WHICHEVER IS GREATER.
7. INSTALLATION SHOWN APPLIES TO SINGLE PUMP SYSTEMS ONLY. ADDITIONAL INSTALLATIONS ARE 7. MAIN DRAIN SUMP OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION LINE EXITING SUMP,
REQUIRED FOR ADDITIONAL PUMPS. 8. SECOND SUCTION OUTIET TO BE MOUNTED ON VERTICAL WALL. MINIMUM SUBMERGENCE OF 30"
8. OUTLET OF 11lZ"BEND SHALL BE 12"MINIMUM ABOVE GROUND LEVEL, POOL DECK, OR MAXIMUM POOL REQUIRED.
WATER LEVEL, WHICHEVER IS GREATER. 9. MINIMUM DISTANCE OF 3'-0"FROM MAIN DRAIN TO WALL,
9, MAIN DRAIN SUMP OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION LINE EXITING SUMP, 10, INSTALLATION APPLIES ONLY TO MDX DEBRIS REMOVAL SYSTEM BY PARAMOUNT POOL AND SPA SYSTEMS,
DUAL SUCTION AND ATMOSPHERIC VENT LINE SYSTEM
INSTALL PERMANENT
WATER LEVELER IN DECK
WITH ANTI-SYPHON
DEVICE AT HOSE BIBB.
1Y2" 90° BEND
{TYP, OF 2)
SCH 4D SCH 80
SUCTION PIPE
DIAMETER MAX FLOW
(GPM} MAX FLOW
(GPM)
2" 63 55
2112" 90 79
3" 138 124
4" 238 215
6" 540 488
SCREEN VENT TO PROHIBIT INSECT
ENTRY OR CLOGGING. LABEL VENT
AS FOLLOWS: "POOL SAFETY
DEVICE - DO NOT HANDLE"
1yZ"VENT PIPING
t18" m L WATER LEVEL
M
++
INSTALL MAIN DRAIN WITH TOOL REMOVABLE
PLUG TO BE REMOVED ONLY BY SERVICE
PROFESSIONAL FOR POOL SERV{CING.
(DEADLINE INSTALLATION OPTIONAL)
DEADLINE TO
PUMP LOCATION
INSTALL DUAL SKIMMERS PLUMBED
TOGETHER AND LOCATED FOR
OPTIMUM SKIMMING ACTION
70 PUMP
ALTERNATIVE: INSTALL MINIMUM
OF (3) FLOOR RETURNS,
MDX DEBRIS REMOVAL SYSTEM
PIdN EXPIItB,S ONB YBAB FROY 'fB6
SlGtiITU$B nATB oB '1'~ BFFECIIVB
DATB OF A YAJOB FIABIDA BUILDING
CODB CBANGB -BICHBVBB IS SOONBB
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RESIDENTIAI.
ALTERNATIVE
RECIRCULATION
SYSTEMS
THE BAITS COMPANY
1602 N. 3RD STREET
JACKSONVILLE BEACH, FL 32250
(904) 246-2455
(904) 249-0457 -FAX
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,ate SHEET 2 OF 4 gppqpyED BY:~
USE MINIMUM OF 3 RETURNS LOCATED
AT t18"BELOW WATER LEVEL TO
DIRECT WATER TO SKIMMERS.
USE MINIMUM OF 3 RETURNS LOCATED
AT t24"BELOW WATER LEVEL AND
STRATEGICALLY LOCATED TO DIRECT
WATER TOWARDS SKIMMERS. CONSIDER
AT LEAST ONE RETURN TO SWEEP ACROSS
THE BOTTOM OF THE SWIMMING POOL,
GENERAL NOTES
1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS, SEE CONTRACTOR'S POOL PLAN
2. POOL WALLS SHALL BE 6' THICK AND FLOORS SHALL BE 6"THICK AND SHALL BE
PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 3,000
PSI IN 26 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION
WILL CONFORM TO ACI STANDARD 318. WALL THICKNESS MUST BE INCREASED
FOR DEPTHS GREATER THAN B'0".
3, ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE
BUILDING 2004 AND FLORIDA BUILDING CODE RESIDENTIAL 2004 TOGETHER WITH
LATEST REVISIONS AND ANSIINSPI NATIONAL STANDARD-5 FOR RESIDENTIAL
INGROUND SWIMMING POOLS AND ANSIINSPI NATIONAL STANDARD-3 FOR
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE
-LATEST.
4. ALL POOL PIPING TO BE SCHEDULE 4D PVC BEARING NSF APPROVAL UNLESS
OTHERWISE NOTED,
5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING
SHALL BE #3 BARS AT 12" ON CENTER EACH WAY WITH 15' LAP JOINT IN WALLS AND
FLOORS UP TO 6 FEET DEPTH, BETWEEN 6' AND 10', USE #3 BARS AT 6" ON CENTER
EACH WAY IN THE AREA OVER 6'. NOTE APPLIES TO NORMAL, NON-EXPANSIVE
SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID
PRESSURE OF 35 PCF AND UNIT 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, MINIMUM COVER SHALL BE 1Y~".
6. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE
COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY
UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS
ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND
PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED,
THE POOL MUST BE REDESIGNED.
7. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY
ACCEPTABLE METHODS IF REQUIRED, THE DESIGN ENGINEER ACCEPTS NO
RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES.
8, THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION
IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR ANDIOR
OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO
CONSTRUCTION.
9, 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.
10. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND
CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA.
11. IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3"ATMOSPHERIC BREAK WILL BE
PROVIDED.
12. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE
DRAWINGS ALSO RELATE TO SPA CONSTRUCTION.
13. ALL POOL ANO SPA HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH
MOUNTED FOR EASY ACCESS TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT
ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT
RE-LIGHTING THE PILOT LIGHT.
14. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT
PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR
EXPERIENCED IN ELIMINATING UPLIFT PRESSURE.
15. THE RESIDENTIAL SWIMMING POOL BARRIER AND OR ITS COMPLIANT SAFETY
COMPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17
16. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE
CORRECTED. PLANIPERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE
VIOLATION. 2004 FRC 109.1
6". VARIES- SEE PLAN
THERAPY a
r
ro
18"SEAT ~
#3 @ 12" O.C.
EACH WAY k
4" " ~
w "
RETURN a
~
(1 ST SPECIFIED)
GUNITE REBOUND
6"
2 - 8"0 ANTI-VORTEX
DRAINS SEPARATED BY 3'
cpa eGrrlnnl
LENGTH
6"
WATER LINE-'
STEPS 6"TILE
6" ~
MAXIMUM RISER =12" -~
MAXIMUM TREAD =1D" (240 SQ. IN.)
LIGHT
THE FOLLOWING TABLE PROVIDES
MAXIMUM FLOW THROUGH PVC PIPE
WITHOUT EXCEEDING THE MAXIMUM
STANDARDS FOR VELOCITY (FTISEC)
PIPE SIZE SUCTION LINE RETURN LINE
1Yz" 38 GPM 55 GPM
2" 63 GPM 98 GPM
2YZ" 90 GPM 153 GPM
ACTUAL PUMP SIZE WILL VARY
DEPENDING ON THE PUMP SPECIFICATION
AND THE TOTAL DYNAMIC HEAD FOR THE
• SPECIFIC POOL NEEDS.
CONCRETE DECK (OPTIONAL) WITH SLIP
RESISTANT TOPPING ON COMPACTED GROUND
WITH ALL ORGANIC MATERIAL REMOVED. 4"
NON. WITH FIBER MESH, 6"WITH #3 REBARS.
JUNCTION BOX
1 #3 BAR CONT. WITH 6" {BY OTHERS)
IT ' x 8" ND 4' MIN.
WALL . W H 8 BO 8"MIN.
BEAM USE 2 #3 BARS CONT. . ,
I I- ~--- TO TRANSFORMER
BY OTHERS)
18"MIN, TO - {
~_
TOP OF LENS III ,
DUAL SUCTION OUTLET
(OPTIONAL) SET INTO CENTER
OF STEEL GRID AT POOL DEEPEST
POINT WITH 3' SEPARATION
LONGITUDINAL POOL SECTION
BRICK COPING
6"x 6' TILE -I
#3 @ 12" O,C
EACH WAY
SPILLWAY
(WIDTH, SEE PLAN)
POOL
WATER LINE
6" x 6"GLASS BLOCKS
MOUNTED IN 2500 PSI
CEMENT (IF SPECIFIED)
RAISED SPA DETAIL
DISTANCE
LESS THAN
10N1+1
NDISTURBED
OIL (NO VOIDS]
TYPICAL SWIMOUT DETAIL
EXISTING
STRUCTURE
#3 BARS @ 6" O.C.
EACH WAY
STEELTEX FORM
MARBLE PLASTER FINISH
THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL
WALL TO NO MORE THAN 6" ON CENTER IN 60TH
DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL
SHELL WALL SHALL BE CONSTRUCTED AT 6" THICKNES^a.
THE STEEL MAT AND SHELL WALL SHALL BE EXTENDED
ALONG THE CRITICAL AREA AND TO A POINT WHICH IS
GREATER THAN THE MINIMUM REQUIRED DISTANCE AS
DETERMINED BY THE 10N 1+ 1 METHOD.
TYPICAL WALL AND FLOOR
WITHIN ANGLE OF REPOSE
ALL LADDER TREADS
SHALL HAVE SLIP
RESISTANT FINISH
3"MIN. - 6"MAX.
BETWEEN TREAD
AND POOL WALL
~~ ~nuvuvi~n
ADDITIONAL #3 REBAR
REQUIRED AT
SKIMMER OPENING
WEDGE ANCHOR
AND ESCUTCHEON
TYPICAL SWIMMING POOL
LADDER SECTION
PPOL STRUCTURAL DETAILS
5
1. MAIN DRAIN LINE
2. SKIMMER L(NE
3. WASTE LINE
4, RETURN LINE
5. PRESSURE CLEANING LINE
(OPTIONAL)
A. HAIR AND LINT STRAINER
B. RECIRCULATION PUMP
C. FILTER
D. IN-LINE CHLORINATOR
(OPTIONAL)
E. HEATER VALVE {OPTIONAL)
F. ANTI-ENTRAPMENT SYSTEM
4
FILTER SYSTEM
MIN.1Y~" COVER
OVER ALL BARS.
SEE NOTE 5.
8"
6"TILE
WITH 8" x 8" BOND BEAM 1 #3 BAR CONT.
USE 2 #3 BARS CONT, 6' 6„ WITH 6" WALL
ALTERNATE BEAM FINISH DETAIL
6"THICK WALL
MARBLE I
PLASTER _ U.L. APPROVED 120 VAC/300W POOL LIGHT WITH
FINISH
GFCI OR 12V1300W POOL LIGHT WITH LOW WATER
I_ CUT OFF IN U.L. APPROVED GREY PLASTIC
FORMING SHELL WITH #$ BOND PER NEC
~-- #3 BARS @ 12" O.C. EACH WAY
STEELTEX FORM (OPTIONAL)
LADDER TO BE CROSS
BRACED PER MANUF. SPEC.
iR73 ~~ C~
WALL SECTION AT SKIMMER
1 POOL SHAPE C.~ Sri ~
2 SIZE ~ ~ `3 ~ Z$ ~ ..._..
3 DEp?HS ~ -~ V ~ S -~ ~ rr_-ll
I 'F_ ~
4 CAPACITY .. ? 5 - - - ~..._-_
5 STEPS ~ ) BENCH ES ~z-j
~,
6 SWIMOUT '~
y~ `n ~
7 RECESSED STEPS W/GRABRAILS
~ V.~z I!
~,~~c
s HANDRAILS ~ ~ ~ ~-+ , z ~
r~ ~.~~ ~ ~
I J c . 5 ~. ~ ~ ~, .,
9 GRABRAILS 2) ~ g~M4 ~9G-~ _, ~
~,~
P~,dISc ~ ~-
~o~z S ~ r ® h
10 LIGHT t) J->~4 ~~~- "~ 7 d
~~~c;+ Q
11 TILE ~+~b" ~~~'~'~~
12 CONCRETE DECKING SO FT. ,..Z~? ~ 7
' ~ Sro ~1€ o Sa ~' ~ . ~ ~'2I ~ ei; ~;, a;
13 PAVER DECKING I SO FT. / I ~M-I ,
-»:~ ;r
14 PUMP ~~`~ I~~~u~ H.P. Z i ~ O '~. r; E-
-~OC- ~ E . ~, .~ , 7
15 FILTER ~"~0'I' ~ ~ Z wtN'! ti ,~, ;,1,1
~,~' S~.o~~ A
1 ~ d ,. t
15 CHLORINATOR ~~tpf'l t~ ~ ~„~ ,,~ ~ W
~ ~ ~
17 SKIMMERS ~ 1) s ~ "~ 0 ~"~ ~' ~ a ~
g ~'~ + 13 ~ w ~ m
18 MAIN DRAINS ; L) { (~.~ ,,a(Sro~I~E „o~' ~ W ~
-~ A
-iooR. I b ~ v~ ~ _ -~1 W
19 RETURN INLETS (~ ~ u~ ~ 3 ~ ~ , W
~qr~~E rjF ~ a
o~-~.
20 CARETAKER FLOOR SYSTEM OP-'"~
W
~~S
21 AUTOMATIC CLEANER / ~ ~ _ ,r
22 RAISED DECK ~a01'>~x, t~~ fly r ~r wAt-~-, ~
t '"""7
r
23 WATER FEATURES `` '' 6 vC~.a ~o~(~' t 'i ~I r$f~
~~ 2~ -L~ fir r~ Sr /S
+ I I ~ ~• I
24 SLIDE 40 3 I
S~
25 HEATER ~~~'''~-~- ~"~"~ `~a~tQ
.~, ~ ~X ,Z
,~
26 GAS HOOK-UP (o Cou~(G6 '~q .< < ~ '
' +i0 s'rGr~f. ~~o L
27 DECO-DRAIN ~S ~ Cl;OC~ ~~ ~ ~ N ~L.~
2
~ ~~-, ~~' 'C}-o f~o.~e.1v /tax. I E~,Nrdr~`i~C.
28 CLEANING EQUIPMENT ~ ~-~ ~~~ S
. ~ ~ '
29 LEAF SKIMMER WALL BRUSH , , g~ ..~-
~.,.~ .i rl I.,>` ~
,.~ ,~ R E-~v .
i~ ~ Q ~.
TEST KIT HOSE l~ P F, ' ~'`~
r ~ L)r' r
~~ ~
POLE START-UP CHEMICALS ~ ~ ~ - ~~ ~~~, I~ ~ i ~*
I
VACUUM _ ~ ~
~'- ~ ~~" 5?A ~'
30 SPA INFORMATION CONCRETE I, '~ ~« ~,.1{,µa~ Z
7 ,.
~(ti 3~
~ s+~ X113 ice{
SIZE DEPTH S ~~~ (~~_
JETS BOOSTER PUMP r~ ~ %~~'~~ 1,4 ~ ~ - l~ A--+~- ~2r
~ S7zyr/ et,l~ 'rte aa~ G,oc.I-'~°
~ ~~
HEATER COVER - 0~/~~ SM~~~~k~~
Sfr,A~ ~ ,-
a~
LIGHT SPILLOVER ~ ~
OTHER: l a r~ Gflrl C' S~?S
- (z 5~-s ~'~
~_ 7
`~'" ~~ ~" oo r S N
w ~~ K ~r~
31 ADDITIONAL SPECIFICATIONS: _ _ _ ._ _ _ ._ _ _ ... _ _ ... _ _ _ _ ._ _ _ _ _ ?~o ~' ~ '~o~ '~ p,..• ~ urA S ~
M
71S Gl~~~w ~i ~E fl To l.-i~'`r~ ~
~ ~,~-aG: ~E-k S
r fG ~ N a ~ 'f~ S' ~~ oR ~
t~ 4 i t 1 ~-14'~ O~ ~la";'-
5~ ~ ~ ~.G~ ~~ mac.
CpJi: ~+~ 7 ~
JQC hf
. t J"'t
~ U Po ~ ~ +~-7Ia J'
~. ~~~ ,~(
ACCES LETTER OF PERMISSION r44 M ``~
~G~ S~G~ .. c ~`
~-t.o.i ~
,. SFt.f
~v ~
ELEVATIONS ~0~-S ~ r
-~ . Sc.~. ~ .~.~ S
~. vJ i 70
t ~ ,
p 17JO R..S l.~
~~ C.0 E
TREE REMOVAL ``'' , ~.(G r..'~ ~
~L.~1
~+'-~' v ~. Z o ~
~ t ~~C ~ ~ ~
j~E12- COD„ Co1~ ~
DIRT REMOVAL pp ~, S C ~~'Q'M
A~-S ~D ~
CEMENT REMOVAL ~ ~ _
Scale 1/8" 1'
ELECTRICAL HOOK-UP or--r'~
+ THE BATTS COMPANY
A SWIMMING POOL FOR
POOL SPECIFICATIONS ~ ,. ,, ;-.. General & Swimming Pool Contractors
~~"L` ~i~5{ Gnf Cri
T~ ~~"~ ~ ~ ~~or ~ , ks nville Beach FL 32250
1602 N. 3rd Street • Jac o ,
,~ , ~ tfle
t ~- ~ ~ ~ 1 ~ ? 3 C a.~ ~ ~ ~~~''~ T ~- (904) 246.2455
DESIGNED BY W
~ ~ ~ ~ ~ ~ 7 ~ FAX 04 249.0457
DATE 3 4 $ ~ _, .r"iC. ~ t ~ ~ COt~1 n
b ~ - .. S t >~'~- ~ CPC 037046
1 ~ OFFt
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