292 16th St POOL19-0018 Pool & DeckFLOW TILRU SPA
NO SKIMMER
TYPICAL ORL FOR
1(
SKIMMER REBAR, T OUT WIT
F # 8 CU To PUMP
I
OPTIONAL 12V LIG14T
wirRANs. X, BRASS
OR PVC (SEE NOTES)
NO LIMITATIONS TO
SHAPE EXCEPT FOR
DIVING
ENTRY REQUIREI
SWIM -OUT OR LADDER (SEENOTF-1
REQUIRED (GR/#8 CUT)
WHERE DEPTH OVER
5* DEEP (SEE NOTES)
J RAIL OPTIONAL
GENERAL POOL PLAN
N.T.S.
T-91, Min. EXCEPT FORSEE NSPI 5 RE:
SLOPING ENTRIES. 4'-D" Max, HANDHOLDS
WATER J
LINE
EXCEPTION:. ROPE AND
FLOATS INSTALLED IF
LESS THAN V-6" Radius
7 Max.
J1 IIr-
3 Max.
TO SLOPE
CHANGE
POOL SECTION DETAIL
N.T.S.
SH2836,6-20-07
FOR BONDINGAND 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 0.
SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT' TO COMPLIAIN
WITH & 680.26(c) OF THE NATIONAL ELECTRICAL CODE,
PAVERS OR
FOOTINGDECK FINISH
4!'DECK2,500
OPTIONAL pi (Min.) CONC. PER CONTRACT
W/FIBER MESH F(NON-SLIP)
N
_1I
8' X 8- Foarm, BEAM &"7"BAR =J—
"811 W/(2) #3 BARS OPTIONAL
OR (1) #5 BAR 61
6" Min. WALL & FLOOR THICKNESS, 3,500 psi (MIN) CONC. #3 BARS ON
12- CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15- MIN. OVERLAI
2" MIN.COVERAGF ON STEEL WiCONC. TO ASTM A15. A16. ASTM A30-5
Structural subject to suitable soil conditions.
POOL/SPA, DECK, BEAM, WALL
N.T.S.
DECK wt
IN 10'
L FINISH
CONTRACT
M
SKIMMER REQUIRFCL
FOR SPA WITH
INDEPENDENT
FILTRATION ISYSllm
STEPS
> MAIN DRAIN REQUIRE
CIRC1JLATION----"(TAMPER PROOFPSEE, N011S)
LINE
> LIGHTING & BONDING SAME AS
POOL
>NO LIMITATIONS ON SHAPE
GENERAL SPA PLAN
N.T.S.
FLORIDA BUILDING CODE 84501
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, NSrpw, MAX.
PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS.
THE POOL PLAN SIIALL SHOW THE DESIGN
PLUMBING AS PER THE SAMPLE WITH THE
INFORMATION REQUIRED SHOWN. MAIN DRAIN
PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3'
WITI I APPROVED ANSI/ASME Al 1119.8.2009 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 X FPS AND THE SUCTION PIPING IS RECESSED
FROM THE GRATE THE DISTANCE EQUAL TO TIME
SUCTION PIPE SIZE. SKIMMERS DO NOT RLQUIRX
PROTECTION AND
MUST BE DESIGNED FOR A MINIMUM 25 gpm,
THE FOLLOWING SHALL BE LABELED WITH
LABEL MARKER TAPE AT THE FILTER LOCATION:
PIPES, VALVES, PUMP(S) OFF SWITCH.
ELECTRICAL REQUIREMENTS:
-WIRING AND BONDING AND ALL ELECTRICAL TO
COMPLY WIT14 CHAPTER 42, FLORIDA BUILDING CODE
6TH EDITION -RESIDENTIAL AND NEC 2014.
-NO OUTLET OR OVLRI114AD POWER WITHIN 10 IF
WITHIN IS' PROTECT BY GFI, TRANSFORMER MIR 10
FROM POOL, 8" ABOVE WATER, J BOX 4' FROM P(X)I,,
BRASS TO J BOX OR TRANSFORMER WHICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
SAMPLE ONLY, EACH APPLICATION FOR PERMIT SHALI,
BE BASED ON ATOTAL DYNAMIC HEAD OF 60 ft.
Determine System Flow Rate:
Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 sf)
Pool Volume: 500 _' sq, ft x- ave deptli x 7,481 gal/cf =_ .151000 's
�,Qqo - gallon
Turnover Time in Hours: _6,__ -hours x 60 mm/hr =_3_60 __ minutes
Flow Rate: -L5-QQQ- gallons minutes q2._.-_-. 9PoI
PIPE SIZING CHART (MAXIMUM
En SUCTION PRESSURE • MAIN DRAINS AS OF 72-1948
ANSI/ASME A] 12.19.8-2007
35 GPM 65 GPM
2 60105
2J4 90 147
3" 135 230
4- 235 396
FOR POOLS WITH VOLUME - I 5,00D GALS.
PUMP: STARIn P6WI. OR I IAY WARD SO PFA U
Y� UP 42 GPM 60' TURN
TURNOVFR RATE= 6 HOURS 360 MINS.
FILTF.P-' STARITE PTM 50, 50 GPM OR
HAYWARD 051,75 GPM CAPACITY
MAIN DRAIN: HAYWARD W61048F
CLEANER: HAYWARD VAC LOC
MAIN SUCTION PIPE SUE _2"
SKIMMER SUCTION PIPE SIZE
CLEANERNAC PIPE S17E - 'i" 111LF
II„
RF URN SUCTION PIPE SIZE ---- EMT
w POOL
6
MIN. GRATE OPEN AREA - FLOW/17.8
FOR VELOCITY 67SEC
FCLEANER
LINE
EQUIPMENT RESIDENCE
LOCATION
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 TEMPERATURE 104 DEGREES.
-MEET ANSIINSPI ARTICLE XVII, SAFE , rY
INSTRUCTIONISAFETY 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 WITHTHE
REQUIREMENTS OF APSPACC 3, APSPACC 4, APSP/ICC 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 W ITH A LADDER OR STEPS IN THE SHALLOW
END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (610
MM). IN PRIVATE POOLS WHERE 'T
WATER DEPT EXCEEDS 5
FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR
UNDERWATER BENCHES1 SWIM -OUTS IN THE DEEP END.
WHERE- MANUFACTURED DIVING EQUIPMENT IS TO BE
USED, BENCHES OR SWIM -OUTS SMALL BE RECESSED OR
LOCATED IN A CORNER.
-CIRCULATION SYSTEMS, COMPONENTS AND
EQUIPMENT SHALL COMPLY WITH NSF 50,
-11-IE MAXIMUM TURNOVER RATE IS 12 HOURS.
-FILTERS SHALL HAVE AN AIR RELEASE AND
PRESSURE GAGE.
-PUMPS 3 HP AND LIES SHALL MEET ANSI/UL1081
CORROSION RESISTANT WITH STRAINER AND MEET
THE REQUIRED FLOW.
-SURFACE SKIMMERS SMALL 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 (128 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. WIMN MORFTI-JAN ONE JN .ET IS
REQUIRED, THE SHORTEST DISTANCE BEI -WEEN ANY TWO
REQUIRED INLETS STA
LL BEAT LEAST io FEET (3048 MM),
-HEATER SHALL MEET ANSI-Z2L56 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 GREATI3R,
-RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO
MEET SECTONS454117
-WASTE DISPOSAL TO COMPLY WITH SECTION 454.210
IT HAS BEEN CERTIFIED THAT THESE DESIGN
REQUIREMENTS ARE IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE R4501,6111 EDITON 454,2-2017,
ANSI/APSP1ICC 3,
ANSFAPSPACC 4, ANSFAPSP/ICC 5, AND ANSIIAPSP/ICC 6 AND
AN91/APSP/ICC 7, ANSI/APSP/JCC 14, ANSI/APSP/ICC 15.
1-4
0
0
w
I Date:January 1.2098 1
Barriers i i
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this side
n Spitler
s- nd Pools LLC
@islandpools.
q-S2e Revt5ioh
Rull kced POO I Da
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Owner: Jeff Day State:
Address: 292 16th St Zip: _
City: Atlantic Beach FL
Phone: 505-9198
POOL SPECS
SIZE: 13x28
SQFT: 450 sft
DEPTH: 3.5- 6
PERIMETER: 90 lft
EST TOTAL GALLONS:
SKIMMERS: 1
RETURNS: 3
INTERIOR MATERIAL:
SPECIAL:
TILE:
NOTES:
SPA SPECS
SIZE:
SQFT:
DEPTH:
PERIMETER:
EST TOTAL GALLONS:
SPILLWAY:
RAISED HEIGHT:
SKIMMERS:
RETURNS:
TILE:
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:
DECK
DECK TYPE: Brick pavers
ELEVATION:
TOTAL DECK SQFT: 500 sft
PERIMETER:
RAISED BEAM:
LIP STYLE:
MATERIAL 1:
MATERIAL 2:
SPECIAL:
NOTES:
Scale: 1/8" = 1 ft EQUIPMENT
POOL PUMP: Intelliflo VS3050
2ND PUMP:
FILTRATION: Cartridge
FILTER SIZE: RP 150
C
r1�`J1jr���' Cash Register Receipt Receipt Number
v~ City of Atlantic Beach R11127
DESCRIPTION I ACCOUNT I QTY PAID
PermitTRAK $55.00
POOL19-0018 Address: 292 16TH ST APN: 170385 0000 $55.00
POOL FINAL BUILDING 11/19/2019 RBE $55.00
POOL FINAL BUILDING 11/19/2019 RBE 455-0000-322-1002 0 $55.00
TOTAL FEES PAID BY RECEIPT: R11127 $55.00
Date Paid: Thursday, November 21, 2019
Paid By: ISLAND POOLS,LLC
Cashier: CB
Pay Method: CREDIT CARD 2
Z
Printed:Thursday, November 21, 2019 1:20 PM 1 of 1 I
Cash Register Receipt Receipt Number
.111
rv~ City of Atlantic Beach R11134
DESCRIPTION I ACCOUNT QTY PAID
PermitTRAK $55.00
POOL19-0018 Address: 292 16TH ST APN: 170385 0000 $55.00
POOL FINAL BUILDING 11/22/2019 MJ $55.00
POOL FINAL BUILDING 11/22/2019 MJ 455-0000-322-1002 0 $55.00
TOTAL FEES PAID BY RECEIPT: R11134 $55.00
Date Paid: Friday, November 22, 2019
Paid By: ISLAND POOLS,LLC
Cashier: CT
Pay Method: CREDIT CARD 89595P
Printed: Friday, November 22, 2019 3:33 PM 1 of 1 �
-i L.W.I•
�s #' Cash Register Receipt Receipt Number
6V -.. City of Atlantic Beach R11651
'7-013v�
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $55.00
POOL19-0018 Address: 292 16TH ST APN: 170385 0000 $55.00
POOL FINAL BUILDING 11/22/2019 MJ $55.00
POOL FINAL BUILDING 11/22/2019 MJ 455-0000-322-1002 0 $55.00
TOTAL FEES PAID BY RECEIPT: R11651 $55.00
Date Paid:Tuesday, February 04, 2020
Paid By: ISLAND POOLS,LLC
Cashier: FJ
Pay Method: CREDIT CARD 10
Printed:Tuesday,February 04,2020 4:17 PM 1 of 1 114
MGT