574 TIMBER BRIDGE LN - POOL DRAWINGSMAP SHOWING PLOT PLAN OF
LOT 174 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOOK 67 PAGES 132--137 OF THE CURRENT PUBLIC RECORDS OF DUVlAL COUNTY, FLA.
CERTIFIED TO; TOLL BROTHERS, INC.
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BUILDERS ENDORSEMENT
SIGNED:
NAME:
DATE:
ALL PAVERS
ALL MEASUREMENTS ESTIMATED
FRONT 851± SQ. FT. Y
BACK 140± SCI. FT.
-� DENOTES DIRECTION OF FLOW
TYPE "A" DRAINAGE
ELEVATIONS SHOWN THUS (11.50)
WERE TAKEN FROM ENGINEERING PLANS
BY TAYLOR & WHITE, INC., DATED 04-15-14
ELEVATIONS SHOWN HEREON
REFER TO NAW OF 1988
LOT 174
MODEL 'DAVENPORT"
LOT SIZE
8,250* SQ. FT.
DRIVEWAY TO R/W
576* SQ. FT.
ENTRY WALK
33± SQ. FT.
RIGHT-OF-WAY LENGTH
50.00 FT.
TOTAL IMPERVIOUS COVERAGE 3.626± SQ. FT. 44%
TREE SCHEDULE
LOT SQ. FT. MINUS EASEMENTS/WETLANDS 7,825
ACRES -7,825/43,560 0.8
ACRESx40=1REQUIRED TREE INCHES 7.2
THE REQUIRED NUMBER OF TREE INCHES WILL BE MEC
USING 2" DIAMETER TREES.
709; OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE,
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT WITH NO MORE THAN 50% OF THE SAME SPECIES.
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA. DATED 06-03-13
ALL. AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYt7RS - .3751 SW .0,1Z PL1M SUITE 15 - JACKSOWU& FLORUK 32257 - 904f `179-0066 - LCENSED LAND BUSWaS NO. X357
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DIR. P.\2015\79359-145676-ptctplcn ORDER NO. 145676
FILE 79359
MAP SHOWING .PLOT PLAN OF
LOT 174 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT &XW 67 PAGES f.3.? -137 OF THE CURRENT PUSUC RECORDS OF DUVAL COUNTY, FLA.
CERTIFIED TO: TOLL BROTHERS, INC.
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GOLF COURSE
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SIGNED:
�■
DATE:
ALL PAVERS
ALL MEASUREMENTS ESTIMATED
FRONT 851* SQ. FT.
BACK 140* SQ. FT.
{ M ---�- DENOTES DIRECTION OF FLOW
TYPE -A' DRAINAGE
-� ELEVATIONS SHOMAtI THUS (11 50)
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMINTMENT.
THERE MAY BE ADDITIONAL. EASEMENTS :0 OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY BE FOUND qi Th1E PUBLIC RECORDS OF THIS COUNTY.
THE LOT SHOWN HEREON IS IN THE SPECIAL. FLOOD
WERE TAKEN FROM ENGINEERING PLANS
BY TAYLOR & WHITE, INC., DATED 04-15-14
ELEVATIONS SHOWN HERON
REFER TO NAW OF 1988
LOT 174
MODEL 'DAVENPORT'
LOT SIZE
8,250-+ SQ_ FT.
DRIVEWAY TO R/W
576-+ SQ. FT.
ENTRY WALK
33t SQ. F►.
RIGHT—OF—WAY LENGTH
50.00 FT.
TOTAL IMP mouS COVERAGE 3,626* SQ. FT. 44%
TREE SCHEDULE
LOT SQ. FT. MINUS EASEMENTS/WETLANDS 7.825
ACRES -7,825/43,580 0.8
ACRESx40-REQUIRED 13tF'it INCHES 7.2
THE REQUIRED NUMBER OF TREE INCHES WILL BE MET
USING 2' DIAMETER TREES.
70R OF REQUIRED PLANTED TREES SMALL BE CANOPY TYPE.
MATH NO MORE THAN 5OX OF THE SAME SPECIES.
ALL AMERICAN SURVEYORS OF FLORIDA, INC_
"NO *-YM -3751 SAN MSE KMF. SWE 15 - JWXW 4U& as M% .'!2257 - "f,* 9-0M - LCV= MAO XA#aSS No 5857
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JAMES D. HARRI90N. JR., No. 2647
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F.B X m By BRB on P: 2015\79355-145676-plotplon pRDjN W 145676 FXE 79350
Barriers per IFBC2017
alarms and fencing
Pool beam is 8"-9'
elevation is even
ith
existing patio dec
ing will
be 13/4" paver de
(king
and will replace e
fisting 7ft
raised spa 12" 6 t
erapy
jets with 10" bea
2hp
blower and 399K
TU gas
heater 120 K BTU
heat
pump IC40 with e
sy R:
touch LED pool a
d spa
120v lights. VErify
pool
SPECIAL:
equipment locatio
befor
setti nq
Access this side
6 therapy jets nd
air and watef lines
8„
ip
1
11' 6"
5ft
�/ „L ,LLight
i
.� A
X`ella ho /nsunsheiflf
bench\please mark
4 6ft 1
Decking elevation is equal to
back threshold FFE
Existing home
( ()\I[ 11()\I1 1O 1'1RADI','
RD Gray
Island Pools LLC
904-334-5421
rd@islandpools.org
RD GRAY
334-5421
OFFICE CO
N
Owner: John aOnd Vicky Lane
DEPTH:3.5ft
State:
Address: 574 Timber Bridge Ln
SPILLWAY:
RAISED HEIGHT:
Zip:
City: Atlantic Beach FL
TILE:
Phone: 904-635-0410
LIGHTS IN SPA: _
Phone:
POOL SPECS
SIZE: 15x30
SQFT: 450 sft
DEPTH: 3.5- 6
PERIMETER: 90 Ift
EST TOTAL GALLONS:
SKIMMERS: 1
RETURNS: 3
INTERIOR MATERIAL:
SPECIAL:
TILE:
NOTES:
SPA SPECS
SIZE: 7ft
SQFT:
DEPTH:3.5ft
PERIMETER:
EST TOTAL GALLONS:
SPILLWAY:
RAISED HEIGHT:
SKIMMERS:
RETURNS:
TILE:
LIGHTS IN POOL:
LIGHTS IN SPA: _
INTERIOR MATERIAL:
SPECIAL:
NOTES:
PLUMBING
RETURNS: 3
SKIMMERS: 1
POOL MAIN DRAINS: 2
SPA MAIN DRAINS:
CLEANING SYSTEM: suction
HEADS:
VAC LINES:
ROBOT VAC:
WATER FEATURES:
SPA SPILLWAY: _
LIGHTS IN POOL:
LIGHTS IN SPA: _
TOTAL PIPE:
SPECIAL:
NOTES:
2ND PUMP:
DECK
FILTER SIZE: RP ISO
DECK TYPE: Brick pavers
ELEVATION:
TOTAL DECK SQFT: 500 sft
PERIMETER:
RAISED BEAM:
LIP STYLE:
MATERIAL 1:
MATERIAL 2:
SPECIAL:
NOTES:
EQUIPMENT
POOL PUMP: Intelliflo VS3050
2ND PUMP:
FILTRATION: Cartridge
FILTER SIZE: RP ISO
HEATER:
INLINE:
TIMER: Easy Touch 4 Function
GAS:
SPECIAL: IC 40
NOTES:
OPTIONAL. 12V LIGHT
W/rRANS. X"BRASS
OR PVC (SEE NOTES)
SWIM -OUT OR LADDER
REQUIRED (OR/#8 CU)
�o WHERE DEPITI OVER
=- Y DEEP (SEE NOTES)
FLOW TURU SPA
NO SKIMMER
SKIMMER
TYPICAL GR. FOR # 3
REBAR, 2' OUT WITH
# 8 CU TO PUMP
OPTIONAL DE .K W/
I%" PlTC11 IN '
NO LIMITATIONS TO
SHAPE EXCEPT FOR
DIVING
ENTRY REQUIRED
(SEE NOTES)
RAIL. OP'T'IONAL
GENERAL POOL PLAN
WATER —I
LINE
EXCEPTION: ROPE AND
FLOATS INSTALLED IF
LESS THAN 4'-6"
3 Max.
1 Imo/
T-9" Min. EXCEPT FOR
SLOPING ENTRIES. 4'-0" Man.
(� 7 Mex.
11 —
1 8* Min. TO St.(
SEE NSPI 5 RE
HANDHOLDS
0
8" Man
Radius
110"Mu
POOL SECTION DETAIL
N.T.S.
SB2836, 6-20-07
FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF
AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW
SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR
SPA, 1S DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE
WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE.
PAVERS OR
FOOTING 4" DECK 2,500 DECK ELFISH
OPTIONAL psi (Min.)CO(ER CONTRACT
W/FIBER MESHSH
NON -SLIP
81,
8" X 8" FOOTING BEAM & "7" BAR
OP (TONAL
W/(2) #3 BARS
8"
OR (1) #5 BAR
6
6" Min. WALL & FLOOR THICKNESS. 3,500 psi (MIN.) CONC. 0 BARS ON
12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN. OVERL.AI
2" MIN.COVERAGF, ON STEEL W/CONC. TO ASTM A 15. A16. ASTM A30-5
Structural subject to suitable soil conditions.
POOL.. FINISH
PER CONTRACT
FINISH 9"
MARCITE DR
EXPOSED
AGGREGATE
POOL/SPA, DECK, BEAM, WALL, FLOOR
N.T.S.
RAIL.
STEPS
LINE
SKIMMER REQUIRED
FOR SPA WYDI
INDEPENDENT
FILTRATION SYSTEM
> MAIN DRAIN REQUIRE
(TAMPER PROOF/SEE NOTES)
> LIGHTING & BONDING SAME AS
POOL
> NO LIMITATIONS ON SHAPE
GENERAL SPA PLAN
N.T.S.
FLORIDA BUILDING CODE R4501
THE POOL CONTRACTOR IS RESPONSIBLE FOR
FURNISHING ALL DETAIL DESIGN REQUIREMENTS
FOR EACH INDIVIDUAL. POOL IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE, AND ALL
CONSTRUCTION SHALL MEET ALL APPLICABLE
CODES INCLUDING PLUMBING, ELECTRICAL AND
GAS. PIPING SHALL BE SCH. 40 PVC, NSF'pw, MAX.
PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS.
THE POOL PLAN SHALL SHOW THE DESIGN
PLUMBING AS PER THE SAMPLE WITH THE
INFORMATION REQUIRED SHOWN. MAIN DRAIN
PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3'
WITH APPROVED ANSI/ASME Al 12.19.8.2009 COVERS. AS
AN ALTERNATE THE APPROVED DRAINS MAY BE
PLACED ON DIFFERENT PLANES. THE TWO DRAINS
SHALL, HAVE A COMMON SUCTION LINE. SUCTION
GRATES MAY BE USED IF APPROVED AT A MAXIMUM
OF I Y2 FPS AND THE SUCTION PIPING IS RECESSED
FROM THE GRATE THE DISTANCE EQUAL, TO THE
SUCTION PIPE SIZE. SKIMMERS DO NOT REQUIRE
PROTECTION AND
MUST BE DESIGNED FOR A MINIMUM 25 gpm.
THE FOLLOWING SHALL BE LABELED WITII
LABEL MARKER TAPE AT THE FILTER LOCATION:
PIPES, VALVES, PUMP(S) OFF SWITCH.
ELECTRICAL REQUIREMENTS:
-WIRING AND BONDING AND ALL ELECTRICAL TO
COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE.
6TH EDITION -RESIDENTIAL AND NEC 2014.
-NO OUTLET OR OVERHEAD POWER WITHIN IV IF
WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10'
FROM POOL, 8" ABOVE WATER, I BOX 4' FROM POOL,
BRASS TO 7 BOX OR TRANSFORMER WHICH EVER 1S
FIRST EXCEPT WHERE PVC 1S APPROVED.
SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL
BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft.
Determine System Flow Rate:
Minimum Flow Rate Required: 35gpm per Skimmer (Required: I Skimmer per 800 so
Pool Volume: 500— sq. ft x 4 __ ave depth x 7.481 gal/cf = _ 15x000 gallons
Turnover Time in Hours: �_ _ hours x 60 min/hr = _ 360 minutes
Flow Rate: 15 000_ gallons/ _3(AL_ minutes= _42 T gptn
PIPE SIZING CHARI(MAXIMUN)
PIPE
SUCTION
PRESSURE
I)4"
35 GPM
65 GPM
2"
60
105
2X
90
147
3"
135
230
4"
235
396
FOR POOLS WITH VOLUME15,000 GALS,
PUMP: STARITE P6E6DL OR HAYWARD SUPERIT
X HP 42 GPM 60' TURN
TURNOVER RATE - 6 HOURS a 360 MINS.
FILTER: STARITE PIM 50.50 GPM OR
HAYWARD 0751.75 GPM CAPA('I I -v
MAIN DRAIN: HAYWARD W61OUE
CLEANER: HAYWARD VAC LOC
MAIN SUCTION PIPE SIZE
SKIMMER SUCTION PIPE SIZE
CLEANER/VAC PIPE SIZE
1}"
RETURN SUCTION PIPE SIZE 1h
SPECIAL SPA REQUIREMENTS:
-MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH
28", MAX.
-FLOOR SLOPE 1:12
-STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX.
RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS
THE SEAT. INTERMEDIATE TREADS AND RISERS TO
BE UNIFORM. IF THE SPA IS OPERATED
INTERMITTENTLY IT SHALL HAVE A ONE HOUR
TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER.
-MAXIMUM TEMPERATURF, 104 DEGREES.
-MEET ANSI/NSPI ARTICLE XVII, SAFETY
INSTRUCTION/SAFETY SIGNS.
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATER.
GENERAL DESIGN REQUIREMENTS
-DESIGN, CONSTRUCTION AND WORKMANSHIP
SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF APSPACC 3, APSPACC 4, APSPACC 5,
AND APSPACC 6 AND APSPACC 7 BASED ON THE
POOL TYPE.
-SEE NSPI FOR DIVING WATER ENVELOPES.
-SLIDES SHALL MEET THE MANUFACTURE'S
INSTALLATION REQUIREMENTS.
-ALL POOLS WHETHER PUBLIC OR PRIVATE. SHALL BE
PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW
END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (610
MM). IN PRIVATE POOLS WHERE WATER DEPTII EXCEEDS 5
FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR
UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END.
WHERE MANUFACTURED DIVING EQUIPMENT 1S TO BE
USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR
LOCATED IN A CORNER.
-CIRCULATION SYSTEMS, COMPONENTS AND
EQUIPMENT SHALL COMPLY WITH NSF 50.
-THE MAXIMUM TURNOVER RATE IS 12 HOURS.
-FILTERS SHALL HAVE AN AIR RELEASE AND
PRESSURE GAGE.
-PUMPS 3 HP AND LESS SHALL MEETANSFUL1081
CORROSION RESISTANT WITH STRAINER AND MEET
THE REQUIRED FLOW.
-SURFACE SKIMMERS SHALL. MEET NSF 50 AND
THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET
OF SURFACE AREA.
-APPROVED MANUFACUTRED INLET FITTNGS FOR THE
RETURN OF RECIRCULATED POOL WATER SHALL BE
PROVIDED ON THE BASIS OF AT LEAST ONE PER 300
SQUARE FEET (28 m2) OF SURFACE AREA. SUCH INLET
FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO
INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE
AND SHALL INCORPORATE A CONVENIENT MEANS OF
SEALING FOR PRESSURE TESTING OF THE POOL
CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS
REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO
REQUIRED INLET'S SHALL BE AT LEAST 10 FEET (3048 MM).
-HEATER SHALL MEET ANSI -221.56 OR UL 1261 OR
UL 559.
-DISINFECTANT EQUIPMENT SHALL COMPLY WITH
NSF 50.
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATER.
-RESIDENTIAL. SWIMMING BARRIER REQUIREMENTS TO
MEET SECTONS 454.2.17
-WASTE DISPOSAL, TO COMPLY WITH SECTION 454.2. 10
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IT HAS BEEN CI3RTIFIED THAT THESE DESIGN
REQUIREMENTS ARE IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE R4501, 6TH EDITON 454.2-2017,
ANSI/APSPACC 3,
ANSI/APSPACC 4, ANSI/APSPACC 5, AND ANSUAPSPACC 6 AND Date:Jan
ANSI/APSPACC 7, ANSUAPSPACC 14, ANSI/APSP/ICC 15.
Drawn b)
Date
1, 2018
MJT
fIEWED FOR CI,
`Tac
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:_- Z! �, DATE: ( 2��
92
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