HomeMy WebLinkAboutAPPROVED, PLANS, PPB-BROWN,KEN REV 5.3.21 FINAL8' OF 12" X 12"
FOOTER
8' OF 12" X 12"
FOOTER
4'6"
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
18" x 20' BENCH18" x 20' BENCH
OVERFLOW LINEOVERFLOW LINE+18" RAISED SPA W/ 6 JETS, 1 LED COLOR
LIGHT, EXTERIOR TRAVERTINE ON BACK AND
SIDES TILE FRONT W/ (2) 18" SPILLWAYS
+18" RAISED SPA W/ 6 JETS, 1 LED COLOR
LIGHT, EXTERIOR TRAVERTINE ON BACK AND
SIDES TILE FRONT W/ (2) 18" SPILLWAYS
#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
GFI LOCATION MIN 10' &
MAX OF 20' TO WATERS
EDGE
GFI LOCATION MIN 10' &
MAX OF 20' TO WATERS
EDGE
RRRRRRRRR
DECO DRAINDECO DRAIN
-4' RETAINING WALL SEE DETAIL PAGE S-1-4' RETAINING WALL SEE DETAIL PAGE S-1
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
26'
1'6"
1'20'BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
A Custom Pool Designed Especially For:
SCALE: 1/8" = 1'
SPECIFICATIONS
POOL FINISH ITEMS
WATER FEATURES
DECK JETS:
BUBBLERS:
AUTO FILL:
THERAPY JETS:
SHEER DESCENT:
LYONS HEADS:
WATERFALL/ ROCK:
OTHER:
N/A
N/A
N/A
N/A
POOL DEPTH: 4'6" - 4'6"
VOLUME: (GALLONS) 13,689
TURNOVER RATE 6 HRSPOOL SIZE: 20' x 26'
POOL
PERIMETER: 92'
SPECIAL NOTES
6" RAISED BEAM:
12" RAISED BEAM:
18" RAISED BEAM:
24" RAISED BEAM:
36" RAISED BEAM:
N/A
N/A
N/A
N/A
N/A
RAISED BEAM FINISH
BEAM FINISH SIDES
BEAM FINISH REAR
ALARMS:
ELECTRIC:
N/A
N/A
N/A
YES
N/A
N/A
SCREEN
N/A
GATES:
POOL ENCLOSURE:
OVERFLOW LINE:
INTERIOR FINISH:
DECK S.F.:
DECK TYPE:
CAPPING S.F. :
FOOTERS:
TRAVERTINE
1 X 2
18" X 20'
N/A
N/A
COPING:
TILE:
SWIMOUT:
CAP TILE
HANDHOLDS:
FLORIDA STUCCO
TRAVERTINE
N/A
23'6" 12" X12" REG
1,537
POOL & AUXILLIARY POOL EQUIPMENT
POOL PUMP: JANDY FLO PRO 2.7 HP VSP
POOL FILTER: 340 SF CART
POOL INLETS: 3
POOL LIGHT:
POOL HEATER TYPE:
POOL HEATER SIZE:
CLEANING LINE:
CLEANING SYSTEM:
CHLORINATOR:
136K
VAC
N/A
SALT CHLORINATOR POOL PILOT
SPA POOL S.F./ L.F. /GAL 40SF/26LF 512 GAL
SPA JETS: 6
SPA LIGHT:
RAISED SPA:
SPA COPING:
SPA EXTERIOR:
SPA SPILLWAY SIZE:
AUTOMATED SYSTEM:
BLOWER:
BOOSTER PUMP:
1 LED NICHELESS
TRAVERTINE
TRAVERTINE
+18"
JANDY IQ904 PS
N/A
(2) @ 18"
1.5 HP
2 LED NICHELESS
GLUFSTREAM HI-150-R-A
POOL AREA SQ. FT. 520
PAGE 1
N/ABABY FENCE:
DOD: N/AHANDRAIL: 78' BY PPB
PILING POOL: N/AUMBRELLA SLEEVE: N/A
N/A
N/A
N/A
N/A
N/A
ACTUATORS:
DRAFTED BY: G.S.M.5/3/2021
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
5/3/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.com5/3/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.comSKIMMER: 1
RESIDENCE
NOTE:
TOP OF POOL ELEVATION IS 6" LOWER THAN
F.F.E. OF HOUSE
RESIDENCE
NOTE:
TOP OF POOL ELEVATION IS 6" LOWER THAN
F.F.E. OF HOUSE
SPA SIZE: 5' X 8'
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
DESIGNER
A Custom Pool Designed Especially For:
SCALE: 1/8" = 1'
SPECIFICATIONS
POOL FINISH ITEMS
WATER FEATURES
DECK JETS:
BUBBLERS:
AUTO FILL:
THERAPY JETS:
SHEER DESCENT:
LYONS HEADS:
WATERFALL/ ROCK:
OTHER:
N/A
N/A
N/A
N/A
POOL DEPTH: 4'6" - 4'6"
VOLUME: (GALLONS) 13,689
TURNOVER RATE 6 HRSPOOL SIZE: 20' x 26'
POOL
PERIMETER: 92'
SPECIAL NOTES
6" RAISED BEAM:
12" RAISED BEAM:
18" RAISED BEAM:
24" RAISED BEAM:
36" RAISED BEAM:
N/A
N/A
N/A
N/A
N/A
RAISED BEAM FINISH
BEAM FINISH SIDES
BEAM FINISH REAR
ALARMS:
ELECTRIC:
N/A
N/A
N/A
YES
N/A
N/A
SCREEN
N/A
GATES:
POOL ENCLOSURE:
OVERFLOW LINE:
INTERIOR FINISH:
DECK S.F.:
DECK TYPE:
CAPPING S.F. :
FOOTERS:
TRAVERTINE
1 X 2
18" X 20'
N/A
N/A
COPING:
TILE:
SWIMOUT:
CAP TILE
HANDHOLDS:
FLORIDA STUCCO
TRAVERTINE
N/A
23'6" 12" X12" REG
1,537
POOL & AUXILLIARY POOL EQUIPMENT
POOL PUMP: JANDY FLO PRO 2.7 HP VSP
POOL FILTER: 340 SF CART
POOL INLETS: 3
POOL LIGHT:
POOL HEATER TYPE:
POOL HEATER SIZE:
CLEANING LINE:
CLEANING SYSTEM:
CHLORINATOR:
136K
VAC
N/A
SALT CHLORINATOR POOL PILOT
SPA POOL S.F./ L.F. /GAL 40SF/26LF 512 GAL
SPA JETS: 6
SPA LIGHT:
RAISED SPA:
SPA COPING:
SPA EXTERIOR:
SPA SPILLWAY SIZE:
AUTOMATED SYSTEM:
BLOWER:
BOOSTER PUMP:
1 LED NICHELESS
TRAVERTINE
TRAVERTINE
+18"
JANDY IQ904 PS
N/A
(2) @ 18"
1.5 HP
2 LED NICHELESS
GLUFSTREAM HI-150-R-A
POOL AREA SQ. FT. 520
PAGE 1
N/ABABY FENCE:
DOD: N/AHANDRAIL: 78' BY PPB
PILING POOL: N/AUMBRELLA SLEEVE: N/A
N/A
N/A
N/A
N/A
N/A
ACTUATORS:
DRAFTED BY: G.S.M.5/3/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.comSKIMMER: 1
RESIDENCE
NOTE:
TOP OF POOL ELEVATION IS 6" LOWER THAN
F.F.E. OF HOUSE
SPA SIZE: 5' X 8'
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
DESIGNER 8'8'8'4'6"9'9'1'1'4'39'20'11'24'6"1'
3" RETURN (8 FPS)
3" MAIN DRAIN (6 FPS)
2" VAC
2" SKIMMER
2.5" SPA JETS (8 FPS)
3" SPA MAIN DRAIN (6 FPS)
8' OF 12" X 12"
FOOTER
4'6"
POOL EQUIPMENT SHALL BE SCREENED
IF REQUIRED BY LOCAL CODE
POOL
EQUIP
18" x 20' BENCH
OVERFLOW LINE+18" RAISED SPA W/ 6 JETS, 1 LED COLOR
LIGHT, EXTERIOR TRAVERTINE ON BACK AND
SIDES TILE FRONT W/ (2) 18" SPILLWAYS
#8 BARE COPPER WIRE FOR
360 DEGREE WITH 4 JUMPERS
TO BE 18" -24" FROM WATERS
EDGE
GFI LOCATION MIN 10' &
MAX OF 20' TO WATERS
EDGE
RRR
DECO DRAIN
-4' RETAINING WALL SEE DETAIL PAGE S-1
VAC
CLEANING LINE WITH
VAC’LOC FITTING SHALL
BE LOCATED NO GREATER
THAN 12" BELOW WATER
LEVEL APSP 7 SEC 4.6
26'
1'6"
1'20'BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
A Custom Pool Designed Especially For:
SCALE: 1/8" = 1'
SPECIFICATIONS
POOL FINISH ITEMS
WATER FEATURES
DECK JETS:
BUBBLERS:
AUTO FILL:
THERAPY JETS:
SHEER DESCENT:
LYONS HEADS:
WATERFALL/ ROCK:
OTHER:
N/A
N/A
N/A
N/A
POOL DEPTH: 4'6" - 4'6"
VOLUME: (GALLONS) 13,689
TURNOVER RATE 6 HRSPOOL SIZE: 20' x 26'
POOL
PERIMETER: 92'
SPECIAL NOTES
6" RAISED BEAM:
12" RAISED BEAM:
18" RAISED BEAM:
24" RAISED BEAM:
36" RAISED BEAM:
N/A
N/A
N/A
N/A
N/A
RAISED BEAM FINISH
BEAM FINISH SIDES
BEAM FINISH REAR
ALARMS:
ELECTRIC:
N/A
N/A
N/A
YES
N/A
N/A
SCREEN
N/A
GATES:
POOL ENCLOSURE:
OVERFLOW LINE:
INTERIOR FINISH:
DECK S.F.:
DECK TYPE:
CAPPING S.F. :
FOOTERS:
TRAVERTINE
1 X 2
18" X 20'
N/A
N/A
COPING:
TILE:
SWIMOUT:
CAP TILE
HANDHOLDS:
FLORIDA STUCCO
TRAVERTINE
N/A
23'6" 12" X12" REG
1,537
POOL & AUXILLIARY POOL EQUIPMENT
POOL PUMP: JANDY FLO PRO 2.7 HP VSP
POOL FILTER: 340 SF CART
POOL INLETS: 3
POOL LIGHT:
POOL HEATER TYPE:
POOL HEATER SIZE:
CLEANING LINE:
CLEANING SYSTEM:
CHLORINATOR:
136K
VAC
N/A
SALT CHLORINATOR POOL PILOT
SPA POOL S.F./ L.F. /GAL 40SF/26LF 512 GAL
SPA JETS: 6
SPA LIGHT:
RAISED SPA:
SPA COPING:
SPA EXTERIOR:
SPA SPILLWAY SIZE:
AUTOMATED SYSTEM:
BLOWER:
BOOSTER PUMP:
1 LED NICHELESS
TRAVERTINE
TRAVERTINE
+18"
JANDY IQ904 PS
N/A
(2) @ 18"
1.5 HP
2 LED NICHELESS
GLUFSTREAM HI-150-R-A
POOL AREA SQ. FT. 520
PAGE 1
N/ABABY FENCE:
DOD: N/AHANDRAIL: 78' BY PPB
PILING POOL: N/AUMBRELLA SLEEVE: N/A
N/A
N/A
N/A
N/A
N/A
ACTUATORS:
DRAFTED BY: G.S.M.5/3/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.comSKIMMER: 1
RESIDENCE
NOTE:
TOP OF POOL ELEVATION IS 6" LOWER THAN
F.F.E. OF HOUSE
SPA SIZE: 5' X 8'
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
DESIGNER 8'8'8'4'6"9'9'1'1'4'39'20'11'24'6"1'
3" RETURN (8 FPS)
3" MAIN DRAIN (6 FPS)
2" VAC
2" SKIMMER
2.5" SPA JETS (8 FPS)
3" SPA MAIN DRAIN (6 FPS)
A Custom Pool Designed Especially For:
S-1
A Custom Pool Designed Especially For:
S-1 DRAFTED BY: G.S.M.4/23/2021
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
4/23/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.com4/23/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.comDESIGNER
BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
MAIN DRAIN--SEE DETAIL
TILE & WATER LEVEL
EARTH
AUX BEAM & COPING
EXTERIOR SPA FINISH TO
BE DETERMINED
3'18" HIGH BENCH W/ TILED
EDGE
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 RELIEFE VALVE
3" SUCTION TO PUMP 18"SPA DETAIL 18"STEP AS NEEDED
6" WALL W/#3 @ 6"
O.C. EACH WAY
MAIN DRAIN--SEE DETAIL
TILE & WATER LEVEL
EARTH
AUX BEAM & COPING
EXTERIOR SPA FINISH TO
BE DETERMINED
3'18" HIGH BENCH W/ TILED
EDGE
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 RELIEFE VALVE
3" SUCTION TO PUMP 18"SPA DETAIL 18"STEP AS NEEDED
6" WALL W/#3 @ 6"
O.C. EACH WAY
MAIN DRAIN--SEE DETAIL
TILE & WATER LEVEL
EARTH
AUX BEAM & COPING
EXTERIOR SPA FINISH TO
BE DETERMINED
3'18" HIGH BENCH W/ TILED
EDGE
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 RELIEFE VALVE
3" SUCTION TO PUMP 18"SPA DETAIL 18"STEP AS NEEDED
6" WALL W/#3 @ 6"
O.C. EACH WAY
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. 4'6"4'6"LONGITUDINAL POOL SECTION
N.T.S.
1:7 MAXIMUM SLOPE
MAIN
DRAIN
WATER LINE
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. 4'6"4'6"LONGITUDINAL POOL SECTION
N.T.S.
1:7 MAXIMUM SLOPE
MAIN
DRAIN
WATER LINE
WATER LINE
6" 6" MIN.BULLNOSE OR
CONCRETE CANTILEVER
CAP POURED IN PLACE.
TILE
APPROVED
FINISH
3"
TYPICAL WALL SECTION
N.T.S.
6" MIN. GUNITE/SHOTCRETE WALLS
& FLOOR WITH #3 BARS @ 9"
O.C.E.W. CENTERED
INSTALL BONDBREAKER &
FEATURE STRIP BETWEEN
CAP & TOP OF BEAM
INTERLOCKING BRICK PATIO /
TRAVERTINE PAVERS SET IN SAND
ON COMPACTED FILL
SLOPE ¼”
6" X 8" BEAM
W/ 2 - #3 CONT
STEELTEX FORM,
KRAFTBOARD OR
EQUIV.
WATER LINE
6" 6" MIN.BULLNOSE OR
CONCRETE CANTILEVER
CAP POURED IN PLACE.
TILE
APPROVED
FINISH
3"
TYPICAL WALL SECTION
N.T.S.
6" MIN. GUNITE/SHOTCRETE WALLS
& FLOOR WITH #3 BARS @ 9"
O.C.E.W. CENTERED
INSTALL BONDBREAKER &
FEATURE STRIP BETWEEN
CAP & TOP OF BEAM
INTERLOCKING BRICK PATIO /
TRAVERTINE PAVERS SET IN SAND
ON COMPACTED FILL
SLOPE ¼”
6" X 8" BEAM
W/ 2 - #3 CONT
STEELTEX FORM,
KRAFTBOARD OR
EQUIV.
6" X 8" BEAM
W/ 2 - #3 CONT
STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER
N.T.S.
EARTH
EARTH
WATER LEVEL
COPING
WATER LEVEL TILE
POOL STEP DETAIL
18"12"12"
10"
10"
10"
10"
10"
12"
6" X 8" BEAM
W/ 2 - #3 CONT
STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER
N.T.S.
EARTH
EARTH
WATER LEVEL
COPING
WATER LEVEL TILE
POOL STEP DETAIL
18"12"12"
10"
10"
10"
10"
10"
12"3"(TYP)
TILE
1.5'
N.T.S.
BENCH DETAIL18"6X8 BEAM
2 #3 CONTINUOUS
3"(TYP)
TILE
1.5'
N.T.S.
BENCH DETAIL18"6X8 BEAM
2 #3 CONTINUOUS
TRAVERTINE OR INTERLOCKING BRICK
PATIO SET IN SAND ON COMPACTED FILL
TRAVERTINE /PAVER DECK
FOOTER DETAILN.T.S.
#4'S @ 12" O.C. EACH WAY
WITH VERTICAL STEEL
WRAPPING INTO FOOTER
WALL AND FOOTER TO BE
POURED SOLID / OR SHOT
WITH GUNITE
FOOTER DOUBLE MAT OF
#4'S @ MAX 12" O.C. EACH
WAY TOP & BOTTOM
GRADE
6"
6"1'6"12"24" - 48"12"30"
SLOPE ¼”SLOPE ¼”
2" WEEP HOLE @
36" O.C. W/ GRAVEL
SOIL COVER AT TOE
FOOTER THICKNESS
TRAVERTINE OR INTERLOCKING BRICK
PATIO SET IN SAND ON COMPACTED FILL
TRAVERTINE /PAVER DECK
FOOTER DETAILN.T.S.
#4'S @ 12" O.C. EACH WAY
WITH VERTICAL STEEL
WRAPPING INTO FOOTER
WALL AND FOOTER TO BE
POURED SOLID / OR SHOT
WITH GUNITE
FOOTER DOUBLE MAT OF
#4'S @ MAX 12" O.C. EACH
WAY TOP & BOTTOM
GRADE
6"
6"1'6"12"24" - 48"12"30"
SLOPE ¼”
2" WEEP HOLE @
36" O.C. W/ GRAVEL
SOIL COVER AT TOE
FOOTER THICKNESS
1'6" @ 3' & 4' HEIGHT SOIL TO SOIL
1' @ 2' HEIGHT SOIL TO SOIL1'
TRAVERTINE OR INTERLOCKING BRICK
PATIO SET IN SAND ON COMPACTED FILL
TRAVERTINE /PAVER DECK
FOOTER DETAILN.T.S.
#4'S @ 12" O.C. EACH WAY
WITH VERTICAL STEEL
WRAPPING INTO FOOTER
WALL AND FOOTER TO BE
POURED SOLID / OR SHOT
WITH GUNITE
FOOTER DOUBLE MAT OF
#4'S @ MAX 12" O.C. EACH
WAY TOP & BOTTOM
GRADE
6"
6"1'6"12"24" - 48"12"30"
SLOPE ¼”
2" WEEP HOLE @
36" O.C. W/ GRAVEL
SOIL COVER AT TOE
FOOTER THICKNESS
1'6" @ 3' & 4' HEIGHT SOIL TO SOIL
1' @ 2' HEIGHT SOIL TO SOIL1'
12" X 12" CONC.
FTG. W/ 2 # 3 CONT.
TRAVERTINE OR INTERLOCKING BRICK
PATIO SET IN SAND ON COMPACTED FILL
PAVER DECK / FOOTER DETAIL
N.T.S.
12" X 12" CONC.
FTG. W/ 2 # 3 CONT.
TRAVERTINE OR INTERLOCKING BRICK
PATIO SET IN SAND ON COMPACTED FILL
PAVER DECK / FOOTER DETAIL
N.T.S.
SLOPE ¼”
12" X 12" CONC.
FTG. W/ 2 # 3 CONT.
TRAVERTINE OR INTERLOCKING BRICK
PATIO SET IN SAND ON COMPACTED FILL
PAVER DECK / FOOTER DETAIL
N.T.S.
SLOPE ¼”
A Custom Pool Designed Especially For:
E-1
A Custom Pool Designed Especially For:
E-1 DRAFTED BY: G.S.M.4/23/2021
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
4/23/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.com4/23/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.comPOOL 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. 2014 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. 2014 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.
2014 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.
2014 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. 2014 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.
2014 ART. 680.26 (B) & (C)
o
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.
DESIGNER
BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
BLOWER MOTOR 2 #12 , 1 #12 GRND.
¾” PVC CONDUIT W/ 2 #6 HOT,
1 #10 GRND. 1 #10 NEUTRAL
EXISTING PANEL 2P
60A BREAKER
FEEDING POOL
WP GFI 6' TO 20' FROM
WATER
48" MIN.
(2) 12V 20W NICHELESS
L.E.D. LIGHTS (POOL) & (1)
SPA
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.POOL
PANEL
SALT CHLORINATOR 2 #12, 1 #12 GRND.
HEAT PUMP 2 #6, 1 #10 GRND.
POOL PUMP 2 #12, 1 #12 GRND. GFCI PROTECTED
ELECTRICAL CONTRACTOR SHALL VERIFY THAT THE EXISTING SERVICE AND PANEL HAS
ENOUGH CAPACITY TO ACCOMMODATE THE ADDED POOL EQUIPMENT LOAD PER NEC 220.82"
1. IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR ECT WITH
#8 BARE COPPER WIRE
2. ALL ELECTRICLA TO COMPLY WITH 2014 NATIONAL ELECTRICAL
CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION
3. #3 - #12 THHN CU WITIN 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 W.P.G.F.C.I. OUTLET 6' MIN - 20' MAX FROM WATER’S EDGE.
7. APPLY PERIMETER SURFACE AS PER FBC E4201.2 EXP 2.2
BLOWER MOTOR 2 #12 , 1 #12 GRND.
¾” PVC CONDUIT W/ 2 #6 HOT,
1 #10 GRND. 1 #10 NEUTRAL
EXISTING PANEL 2P
60A BREAKER
FEEDING POOL
WP GFI 6' TO 20' FROM
WATER
48" MIN.
(2) 12V 20W NICHELESS
L.E.D. LIGHTS (POOL) & (1)
SPA
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.POOL
PANEL
SALT CHLORINATOR 2 #12, 1 #12 GRND.
HEAT PUMP 2 #6, 1 #10 GRND.
POOL PUMP 2 #12, 1 #12 GRND. GFCI PROTECTED
ELECTRICAL CONTRACTOR SHALL VERIFY THAT THE EXISTING SERVICE AND PANEL HAS
ENOUGH CAPACITY TO ACCOMMODATE THE ADDED POOL EQUIPMENT LOAD PER NEC 220.82"
1. IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR ECT WITH
#8 BARE COPPER WIRE
2. ALL ELECTRICLA TO COMPLY WITH 2014 NATIONAL ELECTRICAL
CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION
3. #3 - #12 THHN CU WITIN 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 W.P.G.F.C.I. OUTLET 6' MIN - 20' MAX FROM WATER’S EDGE.
7. APPLY PERIMETER SURFACE AS PER FBC E4201.2 EXP 2.2
P-1
A Custom Pool Designed Especially For:
DRAFTED BY: G.S.M.
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
4/23/2021
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
4/23/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.com4/23/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.com3.5"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
DESIGNER
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
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 RELEIF VALVE HYDROSTATIC RELEIF 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 RELEIF VALVE
BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
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
N/A
N/A
3
3
38
340 .375 127
13,689
CARTRIDGE 340 SF
136,000 GULFSTREAM HI150
YES
N/A
A
24
6.0
3
3
JANDY EPUMP 2.7HP VS VSSHP270AUT
600
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
N/A
N/A
3
3
38
340 .375 127
13,689
CARTRIDGE 340 SF
136,000 GULFSTREAM HI150
YES
N/A
A
24
6.0
3
3
JANDY EPUMP 2.7HP VS VSSHP270AUT
600
APSP/ANSI-7
POOL
Y N
AQUASTAR 32" CHANNEL
316
130
3
3
JANDY EPUMP 2.7HP VS VSSHP270AUT
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 EPUMP 2.7HP VS VSSHP270AUT
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
2"
BLOWER
2"
BLOWER 2" SKIMMER3-WAY
3 WAY
3" POOL INLETS (8 FPS) PUMP W/ HAIR & LINT
STRAINER
PRESSURE GAUGE & AIR RELIEF
VALVE
VACVAC2" CLEANER LINEPIPING SCHEMATIC
N.T.S.
PIPING SCHEMATIC
N.T.S.
2" POOL WASTE RETAIN ON SITE
CHECK VALVE
AS NEEDED
2.5" SPA JETS (8 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)(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)SALT CHLORINATOR
JANDY VSFHP270AUT 2.7 THP FLOPRO VARIABLE
SPEED PUMP 130 GPM @ 35 TDH SELF-PRIMING
W. APPROVED HAIR AND LINT STRAINER
TDH CALCS:
PIPING & FITTINGS: 10 TDH
FILTER: 10 TDH
HEATER: 10 TDH
CHLOR: 5 TDH
TOTAL: 35 TDH
TDH CALCS:
PIPING & FITTINGS: 10 TDH
FILTER: 10 TDH
HEATER: 10 TDH
CHLOR: 5 TDH
TOTAL: 35 TDH
CL 340 SQ FT JANDY
CARTRIDGE FILTER
GULFSTREAM HI150-R-A 136,000 BTU,
6.0 COP HEATER, 230V/60HZ, SINGLE
PHASE, TITANIUM, DIGITAL, POOL
HEAT PUMP
WATER BONDING
FITTING PB-2008 1"
UL LISTED 40YZ
PERMA CAST
COMPANY
WATER BONDING
FITTING PB-2008 1"
UL LISTED 40YZ
PERMA CAST
COMPANY
• 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 screenin g
• 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 approved 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 f illing 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
provisions 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:
4/23/2021
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
4/23/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.com4/23/2021
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 MARKHAM SERVICES, INC. (PA 33018) WAYNE MARKHAM BENNETT1820 NE JENSEN BEACH BLVD #685, JENSEN BEACH, FL 34957-7212PHONE # 954-818-3825 E-MAIL wayne@wmb-pe.com
RESIDENTIAL POOL 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
A Custom Pool Designed Especially For:
NOTES DRAFTED BY: G.S.M.DESIGNER
BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
BROWN, KEN
5261 TREE TOP TRAIL
FORT PIERCE, FL 34951
GEORGE BALISZEWSKI
35'2"FOR POOL LOCATION ONLY