HomeMy WebLinkAboutAPPROVED PlansLOCKE, BRAD
5345 S 25TH ST
FT PIERCE, FL 34981
JK
LOCKE, BRAD
5345 S 25TH ST
FT PIERCE, FL 34981
JKDESIGNER
RESIDENCE
NOTE:
TOP OF POOL ELEVATION IS 6" LOWER THAN
F.F.E. OF HOUSE
A Custom Pool Designed Especially For:
SCALE: 1/8" = 1' PAGE 1 DRAFTED BY: G.S.M.
NOTE:
POOL CONTRACTOR TO VERIFY ALL PROPERTY LINE LOCATIONS
AND POOL ELEVATION PRIOR TO CONSTRUCTION.
POOL LAYOUT AND DIMENSIONS TO BE VERIFIED W/ OWNER
PRIOR TO CONSTRUCTION N7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818 -3825 / wayne@wmb-pe.com
SPECIFICATIONS
POOL FINISH ITEMS
WATER FEATURES
DECK JETS:
BUBBLERS:
AUTO FILL:
THERAPY JETS:
SHEER DESCENT:
LYONS HEADS:
WATERFALL/ ROCK:
OTHER:
POOL DEPTH:
VOLUME: (GALLONS)
TURNOVER RATE: POOL SIZE:
POOL
PERIMETER:
SPECIAL NOTES
6" RAISED BEAM:
12" RAISED BEAM:
18" RAISED BEAM:
24" RAISED BEAM:
36" RAISED BEAM:
RAISED BEAM FINISH
BEAM FINISH SIDES
BEAM FINISH REAR
ALARMS:
ELECTRIC:
GATES:
POOL ENCLOSURE:
OVERFLOW LINE:
INTERIOR FINISH:
DECK S.F.:
DECK TYPE:
CAPPING S.F. :
FOOTERS:
COPING:
TILE:
SWIMOUT:
CAP TILE
HANDHOLDS:
POOL & AUXILLIARY POOL EQUIPMENT
POOL PUMP:
POOL FILTER:
POOL INLETS:
POOL LIGHT:
POOL HEATER TYPE:
POOL HEATER SIZE:
CLEANING LINE:
CLEANING SYSTEM:
CHLORINATOR:
SPA POOL S.F./ L.F. /GAL
SPA JETS:
SPA LIGHT:
RAISED SPA:
SPA COPING:
SPA EXTERIOR:
SPA SPILLWAY SIZE:
AUTOMATED SYSTEM:
BLOWER:
BOOSTER PUMP:
POOL AREA SQ. FT.
BABY FENCE:
DOD: HANDRAIL:
PILING POOL: UMBRELLA SLEEVE:
ACTUATORS:
SKIMMER:
SPA SIZE:
SPECIFICATIONS
POOL FINISH ITEMS
WATER FEATURES
DECK JETS:
BUBBLERS:
AUTO FILL:
THERAPY JETS:
SHEER DESCENT:
LYONS HEADS:
WATERFALL/ ROCK:
OTHER:
POOL DEPTH:
VOLUME: (GALLONS)
TURNOVER RATE: POOL SIZE:
POOL
PERIMETER:
SPECIAL NOTES
6" RAISED BEAM:
12" RAISED BEAM:
18" RAISED BEAM:
24" RAISED BEAM:
36" RAISED BEAM:
RAISED BEAM FINISH
BEAM FINISH SIDES
BEAM FINISH REAR
ALARMS:
ELECTRIC:
GATES:
POOL ENCLOSURE:
OVERFLOW LINE:
INTERIOR FINISH:
DECK S.F.:
DECK TYPE:
CAPPING S.F. :
FOOTERS:
COPING:
TILE:
SWIMOUT:
CAP TILE
HANDHOLDS:
POOL & AUXILLIARY POOL EQUIPMENT
POOL PUMP:
POOL FILTER:
POOL INLETS:
POOL LIGHT:
POOL HEATER TYPE:
POOL HEATER SIZE:
CLEANING LINE:
CLEANING SYSTEM:
CHLORINATOR:
SPA POOL S.F./ L.F. /GAL
SPA JETS:
SPA LIGHT:
RAISED SPA:
SPA COPING:
SPA EXTERIOR:
SPA SPILLWAY SIZE:
AUTOMATED SYSTEM:
BLOWER:
BOOSTER PUMP:
POOL AREA SQ. FT.
BABY FENCE:
DOD: HANDRAIL:
PILING POOL: UMBRELLA SLEEVE:
ACTUATORS:
SKIMMER:
SPA SIZE:
SPECIFICATIONS
POOL FINISH ITEMS
WATER FEATURES
DECK JETS:
BUBBLERS:
AUTO FILL:
THERAPY JETS:
SHEER DESCENT:
LYONS HEADS:
WATERFALL/ ROCK:
OTHER:
POOL DEPTH:
VOLUME: (GALLONS)
TURNOVER RATE: POOL SIZE:
POOL
PERIMETER:
SPECIAL NOTES
6" RAISED BEAM:
12" RAISED BEAM:
18" RAISED BEAM:
24" RAISED BEAM:
36" RAISED BEAM:
RAISED BEAM FINISH
BEAM FINISH SIDES
BEAM FINISH REAR
ALARMS:
ELECTRIC:
GATES:
POOL ENCLOSURE:
OVERFLOW LINE:
INTERIOR FINISH:
DECK S.F.:
DECK TYPE:
CAPPING S.F. :
FOOTERS:
COPING:
TILE:
SWIMOUT:
CAP TILE
HANDHOLDS:
POOL & AUXILLIARY POOL EQUIPMENT
POOL PUMP:
POOL FILTER:
POOL INLETS:
POOL LIGHT:
POOL HEATER TYPE:
POOL HEATER SIZE:
CLEANING LINE:
CLEANING SYSTEM:
CHLORINATOR:
SPA POOL S.F./ L.F. /GAL
SPA JETS:
SPA LIGHT:
RAISED SPA:
SPA COPING:
SPA EXTERIOR:
SPA SPILLWAY SIZE:
AUTOMATED SYSTEM:
BLOWER:
BOOSTER PUMP:
POOL AREA SQ. FT.
BABY FENCE:
DOD: HANDRAIL:
PILING POOL: UMBRELLA SLEEVE:
ACTUATORS:
SKIMMER:
SPA SIZE:
SPECIFICATIONS
POOL FINISH ITEMS
WATER FEATURES
DECK JETS:
BUBBLERS:
AUTO FILL:
THERAPY JETS:
SHEER DESCENT:
LYONS HEADS:
WATERFALL/ ROCK:
OTHER:
POOL DEPTH:
VOLUME: (GALLONS)
TURNOVER RATE: POOL SIZE:
POOL
PERIMETER:
SPECIAL NOTES
6" RAISED BEAM:
12" RAISED BEAM:
18" RAISED BEAM:
24" RAISED BEAM:
36" RAISED BEAM:
RAISED BEAM FINISH
BEAM FINISH SIDES
BEAM FINISH REAR
ALARMS:
ELECTRIC:
GATES:
POOL ENCLOSURE:
OVERFLOW LINE:
INTERIOR FINISH:
DECK S.F.:
DECK TYPE:
CAPPING S.F. :
FOOTERS:
COPING:
TILE:
SWIMOUT:
CAP TILE
HANDHOLDS:
POOL & AUXILLIARY POOL EQUIPMENT
POOL PUMP:
POOL FILTER:
POOL INLETS:
POOL LIGHT:
POOL HEATER TYPE:
POOL HEATER SIZE:
CLEANING LINE:
CLEANING SYSTEM:
CHLORINATOR:
SPA POOL S.F./ L.F. /GAL
SPA JETS:
SPA LIGHT:
RAISED SPA:
SPA COPING:
SPA EXTERIOR:
SPA SPILLWAY SIZE:
AUTOMATED SYSTEM:
BLOWER:
BOOSTER PUMP:
POOL AREA SQ. FT.
BABY FENCE:
DOD: HANDRAIL:
PILING POOL: UMBRELLA SLEEVE:
ACTUATORS:
SKIMMER:
SPA SIZE:
DESIGNER
RESIDENCE
NOTE:
TOP OF POOL ELEVATION IS 6" LOWER THAN
F.F.E. OF HOUSE
A Custom Pool Designed Especially For:
SCALE: 1/8" = 1' PAGE 1 DRAFTED BY: G.S.M.
NOTE:
POOL CONTRACTOR TO VERIFY ALL PROPERTY LINE LOCATIONS
AND POOL ELEVATION PRIOR TO CONSTRUCTION.
POOL LAYOUT AND DIMENSIONS TO BE VERIFIED W/ OWNER
PRIOR TO CONSTRUCTION N7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818 -3825 / wayne@wmb-pe.com
SPECIFICATIONS
POOL FINISH ITEMS
WATER FEATURES
DECK JETS:
BUBBLERS:
AUTO FILL:
THERAPY JETS:
SHEER DESCENT:
LYONS HEADS:
WATERFALL/ ROCK:
OTHER:
POOL DEPTH:
VOLUME: (GALLONS)
TURNOVER RATE: POOL SIZE:
POOL
PERIMETER:
SPECIAL NOTES
6" RAISED BEAM:
12" RAISED BEAM:
18" RAISED BEAM:
24" RAISED BEAM:
36" RAISED BEAM:
RAISED BEAM FINISH
BEAM FINISH SIDES
BEAM FINISH REAR
ALARMS:
ELECTRIC:
GATES:
POOL ENCLOSURE:
OVERFLOW LINE:
INTERIOR FINISH:
DECK S.F.:
DECK TYPE:
CAPPING S.F. :
FOOTERS:
COPING:
TILE:
SWIMOUT:
CAP TILE
HANDHOLDS:
POOL & AUXILLIARY POOL EQUIPMENT
POOL PUMP:
POOL FILTER:
POOL INLETS:
POOL LIGHT:
POOL HEATER TYPE:
POOL HEATER SIZE:
CLEANING LINE:
CLEANING SYSTEM:
CHLORINATOR:
SPA POOL S.F./ L.F. /GAL
SPA JETS:
SPA LIGHT:
RAISED SPA:
SPA COPING:
SPA EXTERIOR:
SPA SPILLWAY SIZE:
AUTOMATED SYSTEM:
BLOWER:
BOOSTER PUMP:
POOL AREA SQ. FT.
BABY FENCE:
DOD: HANDRAIL:
PILING POOL: UMBRELLA SLEEVE:
ACTUATORS:
SKIMMER:
SPA SIZE:
HRS
JANDY FLO PRO 2.7 HP VSP
SF CARTRIDGE
3
8' DIAMETER
VAC
SALT CHLORINATOR
– LED NICHELESS
HEAT PUMP GULFSTREAM
1
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5' WOOD EXISTING FENCE
TRAVERTINE 6 X 12
6" X 6"
425
N/A
N/A
51' BY PPB
N/A
N/A
YES
YES
DECK MOUNTED
2
QUARTZ
997
AS NEEDED PER CODE
N/A
1 – IN SUN SHELF
N/A
18"X8'6"S/O & 18"X12'BENCH
ROBOT MX-6
136K HI-150
50SF/25LF 530 GAL
+12"
TILE
TILE
6
1 LED NICHELESS
IQ-904
1.5 HP
N/A
25' CHAMPAGNE
TRAVERTINE FRENCH
3' - 6'
13,690
5.924' X 35'
104'540
250
1- IN SUN SHELF
N/A
N/A
2
31'6"32'9"POOL EQUIPMENT SHALL BE SCREENED
IF REQUIRED BY LOCAL CODE POOL
EQUIP
POOL
EQUIP
POOL EQUIPMENT SHALL BE SCREENED
IF REQUIRED BY LOCAL CODE POOL
EQUIP
GFI LOCATION MIN 6' & MAX
OF 20' TO WATERS EDGE
GFI LOCATION MIN 6' & MAX
OF 20' TO WATERS EDGE
TOP EXISTING LANAI W/
TRAVERTINE
5' OF EXISTING WOOD PERIMETER
FENCE
VACVACVAC
CLEANING LINE WITH
VAC’LOC FITTING SHALL
BE LOCATED NO GREATER
THAN 12" BELOW WATER
LEVEL APSP 7 SEC 4.6
VAC
CLEANING LINE WITH
VAC’LOC FITTING SHALL
BE LOCATED NO GREATER
THAN 12" BELOW WATER
LEVEL APSP 7 SEC 4.6
SEE PIPING SCHEMATIC
FOR DETAILS AND SIZES
PAGE P-1
SEE PIPING SCHEMATIC
FOR DETAILS AND SIZES
PAGE P-1
15'5"DECK SHALL FINISH TO
UPPER LANAI ELEVATION
NO STEPS IN POOL DECK
GRADE POOL FILL ON
PROPERTY
18" x 8'6" SWIMOUT18" x 8'6" SWIMOUT
+12" RAISED SPA W/ 6 JETS, 1 LED COLOR
LIGHT, EXTERIOR TILED W/ 25' TILED
CHAMPAGNE SPILLWAY
+12" RAISED SPA W/ 6 JETS, 1 LED COLOR
LIGHT, EXTERIOR TILED W/ 25' TILED
CHAMPAGNE SPILLWAY
#8 BARE COPPER WIRE FOR
360 DEGREE WITH 4 JUMPERS
TO BE 18" -24" FROM WATERS EDGE
#8 BARE COPPER WIRE FOR
360 DEGREE WITH 4 JUMPERS
TO BE 18" -24" FROM WATERS EDGE
74' SF SUNSHELF W/ (1) EA
BUBBLER & UMBRELLA HOLDER
74' SF SUNSHELF W/ (1) EA
BUBBLER & UMBRELLA HOLDER
UMBRELLA
HOLDER
UMBRELLA
HOLDER5' 3'4"
3'8"
3'
6'RRRRRRRRROVERFLOW
LINE
OVERFLOW
LINE
DECO DRAINDECO DRAIN
DECK MOUNTED IN
POOL ALARM PER
FBC 7TH EDICTION
(2020) R4501.17.1.9(3)
DECK MOUNTED IN
POOL ALARM PER
FBC 7TH EDICTION
(2020) R4501.17.1.9(3)
HANDHOLDS
11'BUBBLERBUBBLER
+12" RAISED SPA W/ 6 JETS, 1 LED COLOR
LIGHT, EXTERIOR TILED W/ 25' TILED
CHAMPAGNE SPILLWAY
#8 BARE COPPER WIRE FOR
360 DEGREE WITH 4 JUMPERS
TO BE 18" -24" FROM WATERS EDGE
74' SF SUNSHELF W/ (1) EA
BUBBLER & UMBRELLA HOLDER
UMBRELLA
HOLDER5' 3'4"
3'8"
3'
6'RRROVERFLOW
LINE
DECO DRAIN
DECK MOUNTED IN
POOL ALARM PER
FBC 7TH EDICTION
(2020) R4501.17.1.9(3)
HANDHOLDS
11'BUBBLER
9'7"
REVISION
7/1/2021
S-1
IMPORTANT NOTE:
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8'0" DEEP
AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. 35'3'LONGITUDINAL POOL SECTION
N.T.S.
10'20'
1:7 MAXIMUM SLOPE
MAIN DRAIN
WATER LINE 5'IMPORTANT NOTE:
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8'0" DEEP
AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. 35'3'LONGITUDINAL POOL SECTION
N.T.S.
10'20'
1:7 MAXIMUM SLOPE
MAIN DRAIN
WATER LINE 5' DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818 -3825 / wayne@wmb-pe.com
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818 -3825 / wayne@wmb-pe.com
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818 -3825 / wayne@wmb-pe.com 3"5"PER PLAN
N.T.S.
EARTH
EARTHEARTH
WATER LEVEL
COPING
STEP DETAIL
12"
MIN
12"
MIN
12" MAX12" MAX12" MAX12" MAXSTEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER
6 X 6 BEAM
2 #3 CONTINUOUS
3"5"PER PLAN
N.T.S.
EARTH
EARTH
WATER LEVEL
COPING
STEP DETAIL
12"
MIN
12"
MIN
12" MAX12" MAX12" MAX12" MAXSTEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER
6 X 6 BEAM
2 #3 CONTINUOUS
6" X 6" BEAM
2 #3 CONTINUOUS3"(TYP)
TILE
18"
N.T.S.
BENCH DETAIL3"(TYP)
TILE
18"
N.T.S.
BENCH DETAIL18"6" X 6" BEAM
2 #3 CONTINUOUS3"(TYP)
TILE
18"
N.T.S.
BENCH DETAIL18"SWIMOUT DETAILN.T.S.
(TYP.)18"18"3"TILE
6" X 6" BEAM
2 #3 CONTINUOUS
SWIMOUT DETAILN.T.S.
(TYP.)18"18"3"TILE
6" X 6" BEAM
2 #3 CONTINUOUS
LOCKE, BRAD
5345 S 25TH ST
FT PIERCE, FL 34981
JK
LOCKE, BRAD
5345 S 25TH ST
FT PIERCE, FL 34981
JK
6"
6"
N.T.S.
LOCATE AT
WATERLINE
6"
6"
N.T.S.
LOCATE AT
WATERLINE
WATER LEVEL
COPING
N.T.S.
DECK
9" MAX
CERAMIC TILE HANDHOLD
MAXIMUM SPACING SHALL
NOT EXCEED 48"
CERAMIC HANDHOLD DETAIL
6"
6"
N.T.S.
LOCATE AT
WATERLINE
WATER LEVEL
COPING
N.T.S.
DECK
9" MAX
CERAMIC TILE HANDHOLD
MAXIMUM SPACING SHALL
NOT EXCEED 48"
CERAMIC HANDHOLD DETAIL
MAIN DRAIN--SEE DETAIL
TILE & WATER LEVEL
EARTH
AUX BEAM & COPING
EXTERIOR SPA FINISH TO
BE DETERMINED
3'18" HIGH BENCH W/ TILED
EDGE IF REQUIRED
SPILLWAY OR WALL 5"
BELOW BEAM
SEE TYPICAL WALL
SECTION FOR DETAILS
AQUASTAR 32" CDFL - 32" CHANNEL
DRAIN (316) GPM @ 3.9 FT / SEC THRU
GRATE SINGLE UNBLOCKABLE OR EQUAL
HYDROSTATIC RELIEF VALVE
3" SUCTION TO PUMP +12"SPA DETAIL 18"STEP
N.T.S.
BEND STEEL TO GO UNDERNEATH
CHANNEL DRAIN MUST MAINTAIN 2"
CLEARANCE ALL SIDES
2 # 3 CONTINIOUS
MAIN DRAIN--SEE DETAIL
TILE & WATER LEVEL
EARTH
AUX BEAM & COPING
EXTERIOR SPA FINISH TO
BE DETERMINED
3'18" HIGH BENCH W/ TILED
EDGE IF REQUIRED
SPILLWAY OR WALL 5"
BELOW BEAM
SEE TYPICAL WALL
SECTION FOR DETAILS
AQUASTAR 32" CDFL - 32" CHANNEL
DRAIN (316) GPM @ 3.9 FT / SEC THRU
GRATE SINGLE UNBLOCKABLE OR EQUAL
HYDROSTATIC RELIEF VALVE
3" SUCTION TO PUMP +12"SPA DETAIL 18"STEP
N.T.S.
BEND STEEL TO GO UNDERNEATH
CHANNEL DRAIN MUST MAINTAIN 2"
CLEARANCE ALL SIDES
2 # 3 CONTINIOUS
10" BEAM DOUBLE MAT OF
#3's @ 9" O.C. EACH WAY
8" FLOOR:
#3's @ 9" O.C. EACH WAY
(2) #3'S CONT IN ALL BOND
BEAMS
10"10"SEE PLAN
MAIN DRAIN--SEE DETAIL
TILE & WATER LEVEL
EARTH
AUX BEAM & COPING
EXTERIOR SPA FINISH TO
BE DETERMINED
3'18" HIGH BENCH W/ TILED
EDGE IF REQUIRED
SPILLWAY OR WALL 5"
BELOW BEAM
SEE TYPICAL WALL
SECTION FOR DETAILS
AQUASTAR 32" CDFL - 32" CHANNEL
DRAIN (316) GPM @ 3.9 FT / SEC THRU
GRATE SINGLE UNBLOCKABLE OR EQUAL
HYDROSTATIC RELIEF VALVE
3" SUCTION TO PUMP +12"SPA DETAIL 18"STEP
N.T.S.
BEND STEEL TO GO UNDERNEATH
CHANNEL DRAIN MUST MAINTAIN 2"
CLEARANCE ALL SIDES
2 # 3 CONTINIOUS
10" BEAM DOUBLE MAT OF
#3's @ 9" O.C. EACH WAY
8" FLOOR:
#3's @ 9" O.C. EACH WAY
(2) #3'S CONT IN ALL BOND
BEAMS
10"10"SEE PLAN
6" X 6" BEAM
W/2- #3 CONT.
WATER LINE
6"
MIN
6" MIN.BULLNOSE OR
CONCRETE CANTILEVER
CAP POURED IN PLACE.
TILE
APPROVED
FINISH
3"
TYPICAL WALL SECTION
N.T.S.
STEELTEX FORM ,
KRAFTBOARD OR
EQUIV.
6" MIN. GUNITE/SHOTCRETE
WALLS & FLOOR WITH #3 BARS
@ 9" O.C.E.W.CENTERED
INTERLOCKING TRAVERTINE /
PAVER SET IN SAND ON
COMPACTED FILL
SLOPE ¼”
6" X 6" BEAM
W/2- #3 CONT.
WATER LINE
6"
MIN
6" MIN.BULLNOSE OR
CONCRETE CANTILEVER
CAP POURED IN PLACE.
TILE
APPROVED
FINISH
3"
TYPICAL WALL SECTION
N.T.S.
STEELTEX FORM ,
KRAFTBOARD OR
EQUIV.
6" MIN. GUNITE/SHOTCRETE
WALLS & FLOOR WITH #3 BARS
@ 9" O.C.E.W.CENTERED
INTERLOCKING TRAVERTINE /
PAVER SET IN SAND ON
COMPACTED FILL
SLOPE ¼”
6" X 6" BEAM
W/2- #3 CONT.
WATER LINE
6"
MIN
6" MIN.BULLNOSE OR
CONCRETE CANTILEVER
CAP POURED IN PLACE.
TILE
APPROVED
FINISH
3"
TYPICAL WALL SECTION
N.T.S.
STEELTEX FORM ,
KRAFTBOARD OR
EQUIV.
6" MIN. GUNITE/SHOTCRETE
WALLS & FLOOR WITH #3 BARS
@ 9" O.C.E.W.CENTERED
INTERLOCKING TRAVERTINE /
PAVER SET IN SAND ON
COMPACTED FILL
SLOPE ¼”
POOL LIGHT U.L.
APPROVED
POOL STEEL
LOW VOTLAGE NICHELESS
LIGHT
1 ½”" PVC CONDUIT
LIGHT NICHE DETAIL
FROM 12V TRANSFORMER
N.T.S.
4" MIN. FROM WATER
LEVEL TO TOP OF LENS
POOL LIGHT U.L.
APPROVED
POOL STEEL
LOW VOTLAGE NICHELESS
LIGHT
1 ½”" PVC CONDUIT
LIGHT NICHE DETAIL
FROM 12V TRANSFORMER
N.T.S.
4" MIN. FROM WATER
LEVEL TO TOP OF LENS
NOTE: BOND WIRE TO BE SECURED
TO STEEL WITH APPROVED CLAMP.
TO BE ENCASED IN DECK SLAB OR CONCRETE BOX
PROVIDING MIN.
3" OF COVER AROUND CLAMP
POOL BOND SCHEMATIC
N.T.S.
POOL BOND SCHEMATIC
N.T.S.
TO POOL EQUIPMENT
#8 BARE COPPER WIRE FOR 360°
WITH 4 JUMPERS TO BE 18" TO 24"
FROM WATERS EDGEWATER LINE
3"
N.T.S.
PER FLORIDA BUILDING CODE
ADAPTION OF N.E.C. 2017 SEC 680.26
EQUIPOTENTIAL
BONDING GRID DETAIL
#8 BARE COPPER WIRE FOR 360°
WITH 4 JUMPERS TO BE 18" TO 24"
FROM WATERS EDGEWATER LINE
3"
N.T.S.
PER FLORIDA BUILDING CODE
ADAPTION OF N.E.C. 2017 SEC 680.26
EQUIPOTENTIAL
BONDING GRID DETAIL
NOTE: PROVIDE CONTINOUS
SINGLE #8 COOPER BONDED
IN FOUR POINTS (360 ) AROUND
POOL & SPA AS PER N.E.C.
2017 ART. 680.26 (B) & (C)
o
NOTE: PROVIDE CONTINOUS
SINGLE #8 COOPER BONDED
IN FOUR POINTS (360 ) AROUND
POOL & SPA AS PER N.E.C.
2017 ART. 680.26 (B) & (C)
o
NOTE: BOND WIRE TO BE SECURED
TO STEEL WITH APPROVED CLAMP.
TO BE ENCASED IN DECK SLAB OR CONCRETE BOX
PROVIDING MIN.
3" OF COVER AROUND CLAMP
POOL BOND SCHEMATIC
N.T.S.
TO POOL EQUIPMENT
#8 BARE COPPER WIRE FOR 360°
WITH 4 JUMPERS TO BE 18" TO 24"
FROM WATERS EDGEWATER LINE
3"
N.T.S.
PER FLORIDA BUILDING CODE
ADAPTION OF N.E.C. 2017 SEC 680.26
EQUIPOTENTIAL
BONDING GRID DETAIL
NOTE: PROVIDE CONTINOUS
SINGLE #8 COOPER BONDED
IN FOUR POINTS (360 ) AROUND
POOL & SPA AS PER N.E.C.
2017 ART. 680.26 (B) & (C)
o
E-1E-1 DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818-3825 / wayne@wmb-pe.com
ELECTRICAL CODE and NOTES:
National Electrical Code (NEC), NFPA 70 - 2017 shall specifically govern, including Article 680
Swimming Pools, Fountains, and Similar Installations
Article 430.32 Continuous-Duty Motors. Each motor used in continues duty application shall
be protected against overload
Article 680.6 Grounding. Electrical equipment shall be grounded in accordance with Parts V, VI
and VII of Article 250 and connected by wiring methods of Chapter 3, except as modified by this
Article. The following equipment shall be grounded: (1) Through-wall lighting assemblies and
underwater luminaires, other than those low-voltage lighting products listed for the application
without a grounding conductor (2) All electrical equipment located within 1.5 m (5 ft) of the inside
wall of the specified body of water (3) All electrical equipment associated with the recirculating
system of the specified body of water (4) Junction boxes (5) Transformer and power supply
enclosures (6) Ground-fault circuit interrupters (7) Panelboards that are not part of the service
equipment and that supply any electrical equipment associated with the body of water
Article 680.9 Overhead Conductor Clearances. Overhead conductors shall meet the
clearance requirements in this section. Where a minimum clearance from the water level is given,
the measurement shall be taken from the maximum water level of the specified body of water. (A)
Power. With respect to service -drop conductors, overhead service conductors, and open
overhead wiring, swimming pool and similar installations shall comply with the minimum
clearances given in Table 680.9(A) and illustrated in Figure 680.9(A). (B) Communications
Systems. Communications, radio, and television coaxial cables within the scope of Articles 800
to 820 shall be permitted at a height of not less than 3.0 m (10 ft) above swimming and wading
pools, diving structures, and observation stands, towers, or platforms. (C) Network -Powered
Broadband Communications Systems. The minimum clearances for overhead network -powered
broadband communications systems conductors from pools or fountains shall comply with the
provisions in Table 680.9(A) for conductors operating at 0 to 750 volts to ground.
Article 680.10 Electric Pool Water Heaters. All electric pool water heaters shall have the
heating elements subdivided into loads not exceeding 48 amperes and protected at not over
60 amperes. The ampacity of the branch-circuit conductors and the rating or setting of
overcurrent protective devices shall not be less than 125 percent of the total nameplate-rated
load.
Article 680.11 Underground Wiring Location. Underground wiring shall be permitted where
installed in rigid metal conduit, intermediate metal conduit, rigid polyvinyl chloride conduit,
reinforced thermosetting resin conduit, or Type MC cable, suitable for the conditions subject to
that location. Underground wiring shall not be permitted under the pool unless this wiring is
necessary to supply pool equipment permitted by this article. Minimum cover depths shall be as
given in Table 300.5.
Article 680.22 Lighting, Receptacles, and Equipment. (A) Receptacles. (1) Required
Receptacle, Location. Where a permanently installed pool is installed, no fewer than one 125 -
volt, 15- or 20-ampere receptacle on a general-purpose branch circuit shall be located not less
than 1.83 m (6 ft) from, and not more than 6.0 m (20 ft) from, the inside wall of the pool. This
receptacle shall be located not more than 2.0 m (6 ft 6 in.) above the floor, platform, or grade
level serving the pool. (2) Circulation and Sanitation System, Location. Receptacles that provide
power for water-pump motors or for other loads directly related to the circulation and sanitation
system shall be located at least 1.83 m (6 ft) from the inside walls of the pool. These receptacles
shall have GFCI protection and be of the grounding type. (3) Other Receptacles, Location. Other
receptacles shall be not less than 1.83 m (6 ft) from the inside walls of a pool. (4) GFCI
Protection. All 15- and 20-ampere, single-phase, 125-volt receptacles located within 6.0 m (20 ft)
of the inside walls of a pool shall be protected by a ground-fault circuit interrupter.
E-1 DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818-3825 / wayne@wmb-pe.com
ELECTRICAL CODE and NOTES:
National Electrical Code (NEC), NFPA 70 - 2017 shall specifically govern, including Article 680
Swimming Pools, Fountains, and Similar Installations
Article 430.32 Continuous-Duty Motors. Each motor used in continues duty application shall
be protected against overload
Article 680.6 Grounding. Electrical equipment shall be grounded in accordance with Parts V, VI
and VII of Article 250 and connected by wiring methods of Chapter 3, except as modified by this
Article. The following equipment shall be grounded: (1) Through-wall lighting assemblies and
underwater luminaires, other than those low-voltage lighting products listed for the application
without a grounding conductor (2) All electrical equipment located within 1.5 m (5 ft) of the inside
wall of the specified body of water (3) All electrical equipment associated with the recirculating
system of the specified body of water (4) Junction boxes (5) Transformer and power supply
enclosures (6) Ground-fault circuit interrupters (7) Panelboards that are not part of the service
equipment and that supply any electrical equipment associated with the body of water
Article 680.9 Overhead Conductor Clearances. Overhead conductors shall meet the
clearance requirements in this section. Where a minimum clearance from the water level is given,
the measurement shall be taken from the maximum water level of the specified body of water. (A)
Power. With respect to service -drop conductors, overhead service conductors, and open
overhead wiring, swimming pool and similar installations shall comply with the minimum
clearances given in Table 680.9(A) and illustrated in Figure 680.9(A). (B) Communications
Systems. Communications, radio, and television coaxial cables within the scope of Articles 800
to 820 shall be permitted at a height of not less than 3.0 m (10 ft) above swimming and wading
pools, diving structures, and observation stands, towers, or platforms. (C) Network -Powered
Broadband Communications Systems. The minimum clearances for overhead network -powered
broadband communications systems conductors from pools or fountains shall comply with the
provisions in Table 680.9(A) for conductors operating at 0 to 750 volts to ground.
Article 680.10 Electric Pool Water Heaters. All electric pool water heaters shall have the
heating elements subdivided into loads not exceeding 48 amperes and protected at not over
60 amperes. The ampacity of the branch-circuit conductors and the rating or setting of
overcurrent protective devices shall not be less than 125 percent of the total nameplate-rated
load.
Article 680.11 Underground Wiring Location. Underground wiring shall be permitted where
installed in rigid metal conduit, intermediate metal conduit, rigid polyvinyl chloride conduit,
reinforced thermosetting resin conduit, or Type MC cable, suitable for the conditions subject to
that location. Underground wiring shall not be permitted under the pool unless this wiring is
necessary to supply pool equipment permitted by this article. Minimum cover depths shall be as
given in Table 300.5.
Article 680.22 Lighting, Receptacles, and Equipment. (A) Receptacles. (1) Required
Receptacle, Location. Where a permanently installed pool is installed, no fewer than one 125 -
volt, 15- or 20-ampere receptacle on a general-purpose branch circuit shall be located not less
than 1.83 m (6 ft) from, and not more than 6.0 m (20 ft) from, the inside wall of the pool. This
receptacle shall be located not more than 2.0 m (6 ft 6 in.) above the floor, platform, or grade
level serving the pool. (2) Circulation and Sanitation System, Location. Receptacles that provide
power for water-pump motors or for other loads directly related to the circulation and sanitation
system shall be located at least 1.83 m (6 ft) from the inside walls of the pool. These receptacles
shall have GFCI protection and be of the grounding type. (3) Other Receptacles, Location. Other
receptacles shall be not less than 1.83 m (6 ft) from the inside walls of a pool. (4) GFCI
Protection. All 15- and 20-ampere, single-phase, 125-volt receptacles located within 6.0 m (20 ft)
of the inside walls of a pool shall be protected by a ground-fault circuit interrupter.
LOCKE, BRAD
5345 S 25TH ST
FT PIERCE, FL 34981
JK
LOCKE, BRAD
5345 S 25TH ST
FT PIERCE, FL 34981
JK
¾” PVC CONDUIT W/ 2 #4 HOT,
1 #8 GRND. 1 #8 NEUTRAL
48" MIN.
1" NON-CORROSIVE
CONDUIT
2 #12,
1 #12
GRND.
(1) JUNCTION BOX
ELECTRICAL RISER DIAGRAMBELOW WATERN.T.S.
EXISTING
METER
F.P.L.
POOL
DECK
LEVEL
8" MIN.4"-6" MIN.ELECTRICAL CONTRACTOR SHALL VERIFY THAT THE EXISTING SERVICE AND PANEL HAS
ENOUGH CAPACITY TO ACCOMMODATE THE ADDED POOL EQUIPMENT LOAD PER NEC 220.82"
BLOWER MOTOR 2 #12 , 1 #12 GRND. ½” PVC
SALT CHLORINATOR 2 #12, 1 #12 GRND. ½” PVC
HEAT PUMP 2 #6, 1 #10 GRND. ¾” PVC
POOL PUMP 3 #12, 1 #12 GRND. GFCI PROTECTED ½” PVC
GFCI 6' TO 20'
FROM WATER
GFCI 6' TO 20'
FROM WATER
1. IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR ECT WITH
#8 BARE COPPER WIRE
2. ALL ELECTRICLA TO COMPLY WITH 2017 NATIONAL ELECTRICAL
CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION
3. #12 THHN CU ½” MIN. CONDUIT FOR POOL LIGHT(S).
4. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B).
5. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL – BY OTHERS
6. PROVIDE G.F.C.I. OUTLET 6' MIN - 20' MAX FROM WATER’S EDGE.
NOTE:
BASED ON INFORMATION PROVIDED TO THIS OFFICE, THE EXISTING SERVICE
IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD
EXISTING PANEL
2P 80A BREAKER
FEEDING POOL
POOL
PANEL PUMP (1) – 2 P-20A GFCI
LIGHT – BLOWER - CHLORINATOR (1) – 1P-15A
HEATER (1) – 2P – 50A GFCI
TRANSFORMER 120-12V 300 W/ TRANSF
EXISTING PANEL
2P 80A BREAKER
FEEDING POOL
POOL
PANEL PUMP (1) – 2 P-20A GFCI
LIGHT – BLOWER - CHLORINATOR (1) – 1P-15A
HEATER (1) – 2P – 50A GFCI
TRANSFORMER 120-12V 300 W/ TRANSF
(2) 24 W L.E.D. NICHELESS LIGHTS (POOL)
(1) 6W L.E.D. NICHELESS LIGHTS (SPA)
¾” PVC CONDUIT W/ 2 #4 HOT,
1 #8 GRND. 1 #8 NEUTRAL
48" MIN.
1" NON-CORROSIVE
CONDUIT
2 #12,
1 #12
GRND.
(1) JUNCTION BOX
ELECTRICAL RISER DIAGRAMBELOW WATERN.T.S.
EXISTING
METER
F.P.L.
POOL
DECK
LEVEL
8" MIN.4"-6" MIN.ELECTRICAL CONTRACTOR SHALL VERIFY THAT THE EXISTING SERVICE AND PANEL HAS
ENOUGH CAPACITY TO ACCOMMODATE THE ADDED POOL EQUIPMENT LOAD PER NEC 220.82"
BLOWER MOTOR 2 #12 , 1 #12 GRND. ½” PVC
SALT CHLORINATOR 2 #12, 1 #12 GRND. ½” PVC
HEAT PUMP 2 #6, 1 #10 GRND. ¾” PVC
POOL PUMP 3 #12, 1 #12 GRND. GFCI PROTECTED ½” PVC
GFCI 6' TO 20'
FROM WATER
1. IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR ECT WITH
#8 BARE COPPER WIRE
2. ALL ELECTRICLA TO COMPLY WITH 2017 NATIONAL ELECTRICAL
CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION
3. #12 THHN CU ½” MIN. CONDUIT FOR POOL LIGHT(S).
4. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B).
5. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL – BY OTHERS
6. PROVIDE G.F.C.I. OUTLET 6' MIN - 20' MAX FROM WATER’S EDGE.
NOTE:
BASED ON INFORMATION PROVIDED TO THIS OFFICE, THE EXISTING SERVICE
IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD
EXISTING PANEL
2P 80A BREAKER
FEEDING POOL
POOL
PANEL PUMP (1) – 2 P-20A GFCI
LIGHT – BLOWER - CHLORINATOR (1) – 1P-15A
HEATER (1) – 2P – 50A GFCI
TRANSFORMER 120-12V 300 W/ TRANSF
(2) 24 W L.E.D. NICHELESS LIGHTS (POOL)
(1) 6W L.E.D. NICHELESS LIGHTS (SPA)
AUTOMATION
SEE NOTES PAGE
PUMP FRAME FILTER TANK MOUNT
1 3/4" X 3/16" TAP CON.
FILTER
POOL PUMP, FILTER
ANCHOR POINTS (TYP.)
POOL PUMP, FILTER
ANCHOR POINTS (TYP.)
FILTER
POOL PUMP, FILTER
ANCHOR POINTS (TYP.)
FIBERMESH MAY BE USED IN LIEU OF WWF
POOL EQUIPMENT ANCHORING & SLAB DETAIL
N.T.S.
PUMPPUMP
SEE NOTES PAGE
PUMP FRAME FILTER TANK MOUNT
1 3/4" X 3/16" TAP CON.
FILTER
POOL PUMP, FILTER
ANCHOR POINTS (TYP.)
FIBERMESH MAY BE USED IN LIEU OF WWF
POOL EQUIPMENT ANCHORING & SLAB DETAIL
N.T.S.
PUMP
SUCTION CLEANER LINE
DETAIL
VACUUM FITTING
WITH SELF-CLOSING
SAFETY COVER
SUCTION CLEANER LINE
DETAIL
VACUUM FITTING
WITH SELF-CLOSING
SAFETY COVER 3.5"3"3"1'3"2'6"SKIMMER DETAIL
N.T.S.3.5"3"3"1'3"2'6"SKIMMER DETAIL
N.T.S.
WATER LEVEL
ADJUSTABLE WEIRDECK
BASKET
SUCTION LINE
(TO FILTER
EARTH 3.5"3"3"1'3"2'6"SKIMMER DETAIL
N.T.S.
WATER LEVEL
ADJUSTABLE WEIRDECK
BASKET
SUCTION LINE
(TO FILTER
EARTH
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818 -3825 / wayne@wmb-pe.com
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818 -3825 / wayne@wmb-pe.com
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818 -3825 / wayne@wmb-pe.com
P-1
ALL POOL & SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT HAS BEEN TESTED & ACCEPTED BY
A RECOGNIZED TESTING FACILITY & COMPLY WITH ANSI/ASME A 112.19.8M. " SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS & WHIRLPOOL BATHTUB APPLIANCES
CHANNEL MAIN DRAIN DETAIL
AQUASTAR 32" CDFL CHANNEL DRAIN (316 GPM
@ 3.9 FT/SEC THRU GRATE- SINGLE
UNBLOCKABLE OR EQUAL
1/2" ROCK BED CLOTH (RECOMMENDED)
FLOORFINISH PLASTER
MAIN DRAIN SUCTON LINE TIED
TOGETHER AS SHOWN ABOVE – PIPE
SIZE PER PLAN
NOTE: 25.9 SQ IN OPEN AREA, 316 GPM = 3.9 FEET
PER SECOND
32"
3 3/32"
HYDROSTATIC RELIEF
VALVE
HYDROSTATIC RELIEF
VALVE
ALL POOL & SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT HAS BEEN TESTED & ACCEPTED BY
A RECOGNIZED TESTING FACILITY & COMPLY WITH ANSI/ASME A 112.19.8M. " SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS & WHIRLPOOL BATHTUB APPLIANCES
CHANNEL MAIN DRAIN DETAIL
AQUASTAR 32" CDFL CHANNEL DRAIN (316 GPM
@ 3.9 FT/SEC THRU GRATE- SINGLE
UNBLOCKABLE OR EQUAL
1/2" ROCK BED CLOTH (RECOMMENDED)
FLOORFINISH PLASTER
MAIN DRAIN SUCTON LINE TIED
TOGETHER AS SHOWN ABOVE – PIPE
SIZE PER PLAN
NOTE: 25.9 SQ IN OPEN AREA, 316 GPM = 3.9 FEET
PER SECOND
32"
3 3/32"
HYDROSTATIC RELIEF
VALVE
LOCKE, BRAD
5345 S 25TH ST
FT PIERCE, FL 34981
JK
LOCKE, BRAD
5345 S 25TH ST
FT PIERCE, FL 34981
JK
APSP/ANSI-7
POOL
Y N
AQUASTAR 32" CHANNEL
316
130
3
3
JANDY FLO PRO 2.7 HP VSFHP270
THIS DATA IS FOR THE:
SINGLE UNBLOCKABLE? TWO OR MORE?
(IF SINGLE UNBLOCKABLE INDICATE MAKE AND MODEL NUMBER)
DRAIN MAKE AND MODEL#:
LISTED COVER FLOW RATE: GPM
SYSTEM FLOW RATE: GPM
METHOD DETERMINING FLOW RATE: MAX FLOW FROM PUMP CURVE
PUMP MAKE AND MODEL#:
SUCTION PIPING:
BRANCH PIPING SIZE INCH @ 6 FPS OR LOWER TRUNK
PIPING SIZE INCH @ 8 FPS OR LOWER
APSP/ANSI-7
POOL
Y N
AQUASTAR 32" CHANNEL
316
130
3
3
JANDY FLO PRO 2.7 HP VSFHP270
THIS DATA IS FOR THE:
SINGLE UNBLOCKABLE? TWO OR MORE?
(IF SINGLE UNBLOCKABLE INDICATE MAKE AND MODEL NUMBER)
DRAIN MAKE AND MODEL#:
LISTED COVER FLOW RATE: GPM
SYSTEM FLOW RATE: GPM
METHOD DETERMINING FLOW RATE: MAX FLOW FROM PUMP CURVE
PUMP MAKE AND MODEL#:
SUCTION PIPING:
BRANCH PIPING SIZE INCH @ 6 FPS OR LOWER TRUNK
PIPING SIZE INCH @ 8 FPS OR LOWER
APSP/ANSI-15
FLOW CALCULATIONS PER STANDARD: POOL WATER VOLUME /360= GPM
CALCULATED FLOW RATE. NOTE POOLS UNDER 13,000 GALLONS, THE CALCULATED FLOW RATE OR 36
GPM WHICHEVER IS GREATER = THE FILTRATION FLOW RATE
IS THERE AND AUXILIARY LOAD ON THE FILTRATION PUMP?
IF SO, WHAT IS THE CALCULATION AUXILIARY FLOW RATE: GPM
MINIMUM FLOW RATE GPM (GREATER OF THE FILTRATION FLOW RATE OR
THE AUX FLOW RATE IF THE AUX FLOW RATE IS POWERED BY THE FILTRATION PUMP)
ALL LISTED BELOW PIPING IS FOR FILTRATION PUMP ONLY
MINIMUM SUCTION PIPING SIZE @ 6 FPS MINIMUM SUCTION BRANCH PIPE @ 8 FPS
MINIMUM RETURN PIPING SIZE @ 8 FPS MINIMUM RETURN BRANCH PIPE @ 8 FPS
FILTER TYPE AND SIZE:
MINIMUM FILTER AREA PER FILTER FACTOR IN STANDARD X = GPM
(MAXIMUM FLOW THROUGH FILTER FACTOR: FILTER AREA X .375 (CART), X 2 (DE) OR X 1.5 (SAND)
BACKWASH VALVE: (IF YES, MUST BE 2" MINIMUM)
HEATER MAKE AND MODEL#:
GAS HEATER EFFICIENCY RATING: (NO PILOT LIGHT)
HEAT PUMP EFFICIENCY C.O.P.:
PUMP SELECTION AS LISTED ON CURVE (A= < THAN 17,000 GAL OR C= > THAN 17,001 GAL)
PUMP MAKE AND MODEL#:
FLOW RATE GPM RPM (FLOW RATE MUST BE < OR = MAX FILTER FLOW RATE)
PUMP CONTROLS= FILTRATION PUMP HAS NO AUX LOAD- STANDARD TIME CLOCK
FILTRATION PUMP WITH AUXILIARY LOAD- CONTROL MODEL FOR LOW SPEED DEFAULT WITH 24HR
YES
72
72
3
3
39
250 .375 94
13,690
CARTRIDGE 250 SF
136,000 GULFSTREAM HI150
YES
N/A
A
30
6.0
3
3
600
JANDY FLO PRO 2.7 HP VSFHP270
APSP/ANSI-15
FLOW CALCULATIONS PER STANDARD: POOL WATER VOLUME /360= GPM
CALCULATED FLOW RATE. NOTE POOLS UNDER 13,000 GALLONS, THE CALCULATED FLOW RATE OR 36
GPM WHICHEVER IS GREATER = THE FILTRATION FLOW RATE
IS THERE AND AUXILIARY LOAD ON THE FILTRATION PUMP?
IF SO, WHAT IS THE CALCULATION AUXILIARY FLOW RATE: GPM
MINIMUM FLOW RATE GPM (GREATER OF THE FILTRATION FLOW RATE OR
THE AUX FLOW RATE IF THE AUX FLOW RATE IS POWERED BY THE FILTRATION PUMP)
ALL LISTED BELOW PIPING IS FOR FILTRATION PUMP ONLY
MINIMUM SUCTION PIPING SIZE @ 6 FPS MINIMUM SUCTION BRANCH PIPE @ 8 FPS
MINIMUM RETURN PIPING SIZE @ 8 FPS MINIMUM RETURN BRANCH PIPE @ 8 FPS
FILTER TYPE AND SIZE:
MINIMUM FILTER AREA PER FILTER FACTOR IN STANDARD X = GPM
(MAXIMUM FLOW THROUGH FILTER FACTOR: FILTER AREA X .375 (CART), X 2 (DE) OR X 1.5 (SAND)
BACKWASH VALVE: (IF YES, MUST BE 2" MINIMUM)
HEATER MAKE AND MODEL#:
GAS HEATER EFFICIENCY RATING: (NO PILOT LIGHT)
HEAT PUMP EFFICIENCY C.O.P.:
PUMP SELECTION AS LISTED ON CURVE (A= < THAN 17,000 GAL OR C= > THAN 17,001 GAL)
PUMP MAKE AND MODEL#:
FLOW RATE GPM RPM (FLOW RATE MUST BE < OR = MAX FILTER FLOW RATE)
PUMP CONTROLS= FILTRATION PUMP HAS NO AUX LOAD- STANDARD TIME CLOCK
FILTRATION PUMP WITH AUXILIARY LOAD- CONTROL MODEL FOR LOW SPEED DEFAULT WITH 24HR
YES
72
72
3
3
39
250 .375 94
13,690
CARTRIDGE 250 SF
136,000 GULFSTREAM HI150
YES
N/A
A
30
6.0
3
3
600
JANDY FLO PRO 2.7 HP VSFHP270
JANDY VSFHP270AUT 2.7 THP FLOPRO VARIABLE
SPEED PUMP 130 GPM @ 35 TDH SELF -PRIMING
W/ APPROVED HAIR AND LINT STRAINER
JANDY CS250 250-SQUARE-
FOOT SINGLE ELEMENT
CARTRIDGE FILTER
AUTOMATION
GULFSTREAM HI150-R-A 136,000 BTU,
6.0 COP HEATER, 230V/60HZ, SINGLE
PHASE, TITANIUM, 20-70 GPM
DIGITAL, POOL/SPA HEAT PUMP
CHECK VALVE
AS NEEDED
PUMP W/ HAIR &
LINT STRAINER
PRESSURE GAUGE &
AIR RELIEF VALVE
PIPING SCHEMATIC
N.T.S.
2" POOL WASTE
RETAIN ON SITE
3 WAY
3" POOL INLETS (8 FPS) 1.5"BUBBLER2.5" SPA JETS (8 FPS) 2" SKIMMER3-WAY
VacVac2" CLEANER LINE(1) 32" CHANNEL POOL MAIN DRAIN AQUA STAR UNBLOCKABLE VGB COMPLIANT(1) 32" CHANNEL POOL MAIN DRAIN AQUA STAR UNBLOCKABLE VGB COMPLIANT3" MAIN DRAIN (6 FPS)(1) 32" CHANNEL SPA MAIN DRAIN AQUA STAR UNBLOCKABLE VGB COMPLIANT(1) 32" CHANNEL SPA MAIN DRAIN AQUA STAR UNBLOCKABLE VGB COMPLIANT3" MAIN DRAIN (6 FPS)TDH CALCS:PIPING & FITTINGS: 10 TDH
FILTER: 10 TDH
HEATER: 10 TDH
CHLORINATOR: 5 TDH
TOTAL: 35 TDH
TDH CALCS:PIPING & FITTINGS: 10 TDH
FILTER: 10 TDH
HEATER: 10 TDH
CHLORINATOR: 5 TDH
TOTAL: 35 TDH
TDH CALCS:PIPING & FITTINGS: 10 TDH
FILTER: 10 TDH
HEATER: 10 TDH
CHLORINATOR: 5 TDH
TOTAL: 35 TDH
WATER BONDING FITTING
PB -2008 1" UL LISTED 40YZ
PERMA CAST COMPANY
WATER BONDING FITTING
PB -2008 1" UL LISTED 40YZ
PERMA CAST COMPANY
3-WAY
3-WAY
3 WAY
3 WAY
SALT CHLORINATOR SALT CHLORINATOR
CHECK VALVE
AS NEEDED
PUMP W/ HAIR &
LINT STRAINER
PRESSURE GAUGE &
AIR RELIEF VALVE
PIPING SCHEMATIC
N.T.S.
2" POOL WASTE
RETAIN ON SITE
3 WAY
3" POOL INLETS (8 FPS) 1.5"BUBBLER2.5" SPA JETS (8 FPS) 2" SKIMMER3-WAY
Vac2" CLEANER LINE(1) 32" CHANNEL POOL MAIN DRAIN AQUA STAR UNBLOCKABLE VGB COMPLIANT3" MAIN DRAIN (6 FPS)(1) 32" CHANNEL SPA MAIN DRAIN AQUA STAR UNBLOCKABLE VGB COMPLIANT3" MAIN DRAIN (6 FPS)TDH CALCS:PIPING & FITTINGS: 10 TDH
FILTER: 10 TDH
HEATER: 10 TDH
CHLORINATOR: 5 TDH
TOTAL: 35 TDH
WATER BONDING FITTING
PB -2008 1" UL LISTED 40YZ
PERMA CAST COMPANY
3-WAY
3-WAY
3 WAY
3 WAY
SALT CHLORINATOR
2"
BLOWER
2"
BLOWER
RESIDENTIAL POOL NOTES:
GOVERNING CODES and GENERAL NOTES:
2020 Florida Building Code (FBC), 7th Edition and all other codes, rules, regulations, and restrictions having
jurisdiction on the project shall govern including FBC 7th Edition Building, Residential, Fuel Gas and Energy
Conservation
FBC 7th Edition Energy Conservation C404.2, Service Water Heating Equipment Performance Efficiency:
Gas Pool Heaters 82%, Heat Pump 4.0 COP, shall be met for this project
FBC 7th Edition Residential Chapter 45: Swimming Pools and Building Chapter 4, Section 454 Swimming
Pools and Bathing Places (Public and Private) shall specifically govern
FBC 7th Edition R4501.6.1 Conformance Standard: Design, construction and workmanship shall be in
conformity with the requirements of ANSI/APSP/ICC 3; ANSI/APSP/ICC 4; ANSI/APSP/ICC 5; ANSI/APSP/
ICC 6; ANSI/APSP/ICC 7
FBC 7th Edition Building Chapter 4, Section 454.1.6.5.10.4 If the area is subject to high ground water, the
pool shall be designed to withstand hydraulic uplift or shall be provided with hydrostatic relief devices. FBC 7th
Edition Section 454.2.21.4 and R4501.21.4 Hydrostatic Relief Device. In areas of anticipated water table an
approved hydrostatic relief device shall be installed
FBC 7th Edition R4501.6.3 Water Velocity. Pool piping is designed so the water velocity will not exceed 10
feet per second for pressure piping and 8 feet per second for suction piping. Main suction outlet velocity must
comply with ANSI/APSP/ICC 7. Exception: Jet inlet fittings shall not be deemed subject to this requiremet
Concrete shall conform to the latest edition of ACI 301 and ACI 318, with minimum 28-day compressive
strength of 3,500 psi. Pool concrete can be applied pneumatically and shall conform to the latest edition of ACI
506.2
Reinforcing Steel shall conform to the latest edition of ASTM A615, Grade 40 (#3, #4), Grade 60 (#5) and
have a minimum lap distance of 18” for #3, 24” for #4 and 30” for #5 to meet the requirements of the latest
edition of ACI 318. Discontinuous reinforcement bars shall terminate in standard ACI hooks. All hooks are
standard unless otherwise noted
FBC 7th Edition Building 1903.3 Glass Fiber Reinforced Concrete GFRC and the materials used in such
concrete shall be in accordance with the PCI MNL 128 Standard, if shown on the drawings
Pool Piping shall be N.S.F approved and minimum Schedule 40
NDPES: A silt fence and any other item, such as a construction entrance, with tire wash station shall be
installed and inspected, if required, prior to construction surrounding the work area meeting the requirements of
the AHJ
OSHA 1926: Safety and Health Regulations for Construction shall be followed especially during open
excavation and trenching
Contractor shall be responsible to secure and protect all material brought on site, shall restore all areas
impacted by the construction work to the preexisting condition or better and shall not impact drainage/lake, right
of way or any other easements without consent
Existing conditions, dimensions and quantities shall be field verified by Contractor prior to construction, as the
Engineer has not been to the location. Typical field conditions are assumed in the design. Should anything
differ from that specified herein or standard field conditions, additional engineering may be required and the
Engineer shall be contacted to provide direction. Care shall be taken by Contractor in all applications of these
drawings. The equipment and piping physical location may differ in the field due to unforeseen conditions or
other factors. These drawings shall not be scaled, written dimensions shall take precedence. Contractor shall
be responsible to locate and install items in a location that meets local codes
These drawings are the property of Wayne Markham Bennett, P.E. Use of these drawings without
permission from the Engineer is prohibited. The Engineer does not review the drawings for compliance with the
agreement between Contractor and Homeowner. The Engineer is not responsible for any encroachment into
easements or setbacks, even if approved by the AHJ. The Contractor shall verify compliance with setbacks
and easements. The Engineer reviews the plans for code compliance to the best of his knowledge.
Use of these drawings by the Contractor and Homeowner indemnifies and holds harmless the Engineer for all
costs and damages including legal fees resulting from material fabrication, system erection and construction
practices beyond which is called for Local, State and Federal Codes and from deviations of these plans except
as expressly provided herein. The Engineer is not responsible for and has no liability for construction in
setbacks or easements, and Contractor and/or Homeowner requirements and/or agreements related to the Pool
and/or Spa. Regardless of cause, the Engineer’s Liability in relation to these plans is limited to the lesser of
$500 or the fee charged by the Engineer for these plans.
WARNING: To empty pool of water after construction for any reason, the hydrostatic uplift pressures beneath
the pool must be eliminated to prevent the pool from floating upward. Owner must consult a pool contractor
experienced in eliminating uplift pressure
POOL EQUIPMENT and ANCHORING:
Pool Equipment Elevation shall be at a minimum of the Design Flood Elevation (FBC 7th Edition Residential R322.1.4) plus 1 foot or according to the Authority Having Jurisdiction
FBC 7th Edition Building 1620 HVHZ Wind Loads and 1621 HVHZ Overturning Moment and Uplift Pool Equipment shall be designed, constructed and installed to meet the requirements of ASCE 7. Equipment tie down shall be
as follows, Heaters 4 total (1 per side or 2 per opposite sides); Others 2 total: 3-1/2” minimum thick, 3000 psi concrete slab, 3” larger than on each side than the equipment; ¼” diameter Tapcon® Concrete Screws (1600# tension,
1290# shear, 1-1/2” embedment in 2000 psi concrete) or equal with stainless steel fender washer into factory provided hold downs or 1” wide, 14 gauge galvanized straps with 2 stainless steel, #10 x ¾” Pan Head Phillips SS screws
each strap into metal frame of equipment
FBC 7th Edition Building 1907.1 General The thickness of concrete equipment slab supported directly on the ground shall not be less than 3 -1/2 inches thick and shall not require a vapor barrier.
Equipment Location and Screening: The equipment and piping physical location may differ in the field due to unforeseen conditions or other factors. Contractor shall be responsible to locate and install items in a location that
meets local zoning code and to provide code compliant landscape or fence screening
SWIMMING BARRIER REQUIREMENTS:
FBC 7th Edition Residential R4501.17 Residential Swimming Barrier Requirement Residential swimming pools shall comply with Sections R4501.17.1 through R4501.17.3. Exception: A swimming pool with an appro ved safety
pool cover complying with ASTM F1346
FBC 7th Edition Residential R4501.17.1 Outdoor Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14
A Swimming Barrier around the pool area that meets the above code is required prior to final pool structural inspection and filling of the pool
FLOOD ZONE:
FBC 7th Edition Residential R322 Flood-Resistant Construction structures constructed in whole or part in flood hazard areas shall be designed and constructed in accordance with the provis ions of this section, especially
R322.1.2 Structural Systems, 322.1.3 Flood -Resistant Construction and R322.2.5 Pools in Flood Hazard Areas. If structures constructed in whole or part in floodways shall be designed and constructed in accordance with
ASCE 24 and the construction of this pool will not increase the design flood elevation
SOIL BEARING and FOUNDATION NOTES:
No Piles and without Soil Report:
FBC 7th Edition Building 1803 Geotechnical Investigations: The Building Official shall be permitted to waive the requirement. Allowable Bearing Capacity: Based on rational analysis through knowledge of other projects in the
vicinity and a visual examination of the surface soil, finding sand and rock, the pool foundation has been designed assuming 2,000 psf soil bearing capacity per Table R401.4.1. If during excavation deleterious material (such as silt,
peat, muck, clay, etc.) is found that cannot provide 2,000 psf, the Engineer shall be contacted to provide direction
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818-3825 / wayne@wmb-pe.com
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818-3825 / wayne@wmb-pe.com
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818-3825 / wayne@wmb-pe.com
NOTES
RESIDENTIAL POOL NOTES:
GOVERNING CODES and GENERAL NOTES:
2020 Florida Building Code (FBC), 7th Edition and all other codes, rules, regulations, and restrictions having
jurisdiction on the project shall govern including FBC 7th Edition Building, Residential, Fuel Gas and Energy
Conservation
FBC 7th Edition Energy Conservation C404.2, Service Water Heating Equipment Performance Efficiency:
Gas Pool Heaters 82%, Heat Pump 4.0 COP, shall be met for this project
FBC 7th Edition Residential Chapter 45: Swimming Pools and Building Chapter 4, Section 454 Swimming
Pools and Bathing Places (Public and Private) shall specifically govern
FBC 7th Edition R4501.6.1 Conformance Standard: Design, construction and workmanship shall be in
conformity with the requirements of ANSI/APSP/ICC 3; ANSI/APSP/ICC 4; ANSI/APSP/ICC 5; ANSI/APSP/
ICC 6; ANSI/APSP/ICC 7
FBC 7th Edition Building Chapter 4, Section 454.1.6.5.10.4 If the area is subject to high ground water, the
pool shall be designed to withstand hydraulic uplift or shall be provided with hydrostatic relief devices. FBC 7th
Edition Section 454.2.21.4 and R4501.21.4 Hydrostatic Relief Device. In areas of anticipated water table an
approved hydrostatic relief device shall be installed
FBC 7th Edition R4501.6.3 Water Velocity. Pool piping is designed so the water velocity will not exceed 10
feet per second for pressure piping and 8 feet per second for suction piping. Main suction outlet velocity must
comply with ANSI/APSP/ICC 7. Exception: Jet inlet fittings shall not be deemed subject to this requiremet
Concrete shall conform to the latest edition of ACI 301 and ACI 318, with minimum 28-day compressive
strength of 3,500 psi. Pool concrete can be applied pneumatically and shall conform to the latest edition of ACI
506.2
Reinforcing Steel shall conform to the latest edition of ASTM A615, Grade 40 (#3, #4), Grade 60 (#5) and
have a minimum lap distance of 18” for #3, 24” for #4 and 30” for #5 to meet the requirements of the latest
edition of ACI 318. Discontinuous reinforcement bars shall terminate in standard ACI hooks. All hooks are
standard unless otherwise noted
FBC 7th Edition Building 1903.3 Glass Fiber Reinforced Concrete GFRC and the materials used in such
concrete shall be in accordance with the PCI MNL 128 Standard, if shown on the drawings
Pool Piping shall be N.S.F approved and minimum Schedule 40
NDPES: A silt fence and any other item, such as a construction entrance, with tire wash station shall be
installed and inspected, if required, prior to construction surrounding the work area meeting the requirements of
the AHJ
OSHA 1926: Safety and Health Regulations for Construction shall be followed especially during open
excavation and trenching
Contractor shall be responsible to secure and protect all material brought on site, shall restore all areas
impacted by the construction work to the preexisting condition or better and shall not impact drainage/lake, right
of way or any other easements without consent
Existing conditions, dimensions and quantities shall be field verified by Contractor prior to construction, as the
Engineer has not been to the location. Typical field conditions are assumed in the design. Should anything
differ from that specified herein or standard field conditions, additional engineering may be required and the
Engineer shall be contacted to provide direction. Care shall be taken by Contractor in all applications of these
drawings. The equipment and piping physical location may differ in the field due to unforeseen conditions or
other factors. These drawings shall not be scaled, written dimensions shall take precedence. Contractor shall
be responsible to locate and install items in a location that meets local codes
These drawings are the property of Wayne Markham Bennett, P.E. Use of these drawings without
permission from the Engineer is prohibited. The Engineer does not review the drawings for compliance with the
agreement between Contractor and Homeowner. The Engineer is not responsible for any encroachment into
easements or setbacks, even if approved by the AHJ. The Contractor shall verify compliance with setbacks
and easements. The Engineer reviews the plans for code compliance to the best of his knowledge.
Use of these drawings by the Contractor and Homeowner indemnifies and holds harmless the Engineer for all
costs and damages including legal fees resulting from material fabrication, system erection and construction
practices beyond which is called for Local, State and Federal Codes and from deviations of these plans except
as expressly provided herein. The Engineer is not responsible for and has no liability for construction in
setbacks or easements, and Contractor and/or Homeowner requirements and/or agreements related to the Pool
and/or Spa. Regardless of cause, the Engineer’s Liability in relation to these plans is limited to the lesser of
$500 or the fee charged by the Engineer for these plans.
WARNING: To empty pool of water after construction for any reason, the hydrostatic uplift pressures beneath
the pool must be eliminated to prevent the pool from floating upward. Owner must consult a pool contractor
experienced in eliminating uplift pressure
POOL EQUIPMENT and ANCHORING:
Pool Equipment Elevation shall be at a minimum of the Design Flood Elevation (FBC 7th Edition Residential R322.1.4) plus 1 foot or according to the Authority Having Jurisdiction
FBC 7th Edition Building 1620 HVHZ Wind Loads and 1621 HVHZ Overturning Moment and Uplift Pool Equipment shall be designed, constructed and installed to meet the requirements of ASCE 7. Equipment tie down shall be
as follows, Heaters 4 total (1 per side or 2 per opposite sides); Others 2 total: 3-1/2” minimum thick, 3000 psi concrete slab, 3” larger than on each side than the equipment; ¼” diameter Tapcon® Concrete Screws (1600# tension,
1290# shear, 1-1/2” embedment in 2000 psi concrete) or equal with stainless steel fender washer into factory provided hold downs or 1” wide, 14 gauge galvanized straps with 2 stainless steel, #10 x ¾” Pan Head Phillips SS screws
each strap into metal frame of equipment
FBC 7th Edition Building 1907.1 General The thickness of concrete equipment slab supported directly on the ground shall not be less than 3 -1/2 inches thick and shall not require a vapor barrier.
Equipment Location and Screening: The equipment and piping physical location may differ in the field due to unforeseen conditions or other factors. Contractor shall be responsible to locate and install items in a location that
meets local zoning code and to provide code compliant landscape or fence screening
SWIMMING BARRIER REQUIREMENTS:
FBC 7th Edition Residential R4501.17 Residential Swimming Barrier Requirement Residential swimming pools shall comply with Sections R4501.17.1 through R4501.17.3. Exception: A swimming pool with an appro ved safety
pool cover complying with ASTM F1346
FBC 7th Edition Residential R4501.17.1 Outdoor Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14
A Swimming Barrier around the pool area that meets the above code is required prior to final pool structural inspection and filling of the pool
FLOOD ZONE:
FBC 7th Edition Residential R322 Flood-Resistant Construction structures constructed in whole or part in flood hazard areas shall be designed and constructed in accordance with the provis ions of this section, especially
R322.1.2 Structural Systems, 322.1.3 Flood -Resistant Construction and R322.2.5 Pools in Flood Hazard Areas. If structures constructed in whole or part in floodways shall be designed and constructed in accordance with
ASCE 24 and the construction of this pool will not increase the design flood elevation
SOIL BEARING and FOUNDATION NOTES:
No Piles and without Soil Report:
FBC 7th Edition Building 1803 Geotechnical Investigations: The Building Official shall be permitted to waive the requirement. Allowable Bearing Capacity: Based on rational analysis through knowledge of other projects in the
vicinity and a visual examination of the surface soil, finding sand and rock, the pool foundation has been designed assuming 2,000 psf soil bearing capacity per Table R401.4.1. If during excavation deleterious material (such as silt,
peat, muck, clay, etc.) is found that cannot provide 2,000 psf, the Engineer shall be contacted to provide direction
DRAFTED BY: G.S.M.DESIGNER
A Custom Pool Designed Especially For:
7/1/2021
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212
(954) 818-3825 / wayne@wmb-pe.com
NOTES
LOCKE, BRAD
5345 S 25TH ST
FT PIERCE, FL 34981
JK
LOCKE, BRAD
5345 S 25TH ST
FT PIERCE, FL 34981
JK
FOR POOL LOCATION ONLY EQUIPMENT EQUIPMENT 53'2"56'9"69'3"72'9"192'11"
187'11"
FOR POOL LOCATION ONLY