16-49534' CHAIN LINK
'' '" FENCE
130 tt_ PROPERTY LINE
SUNSET RD
POOLDESIGN. NET
DESIGN PER FLORIDA BUILDING CODE 454.2
W
454.2.6.6 /R4101.6.1 ENTRAPMENT PROTECTION FOR
Z
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
Q
LU
.J
z
J
Lu
w
>; Iii
Lij
CL
i'-
Qf
NSPI 3, ANSI/NSPI 5,
0
w
a
THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS. SOIL CONDITIONS
3) IN THIS AREA HAVE BEEN BY PAST EXPERIENCE CAPABLE OF SUPPORTING A
Z
sra
CL
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318-11. CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454.2.6.6 /R4101.6.1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2014 5th EDITION F.B.C. RESIDENTIAL CHAPTERS 42 & 45 and ANSI/
NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSP/ICC 15
2) THE SITE HAS UNDISTURBED SAND, ROCK, SAND AND ROCK, WITH A MINIMUM
BEARING VALUE OF 1500 PSF.
THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS. SOIL CONDITIONS
3) IN THIS AREA HAVE BEEN BY PAST EXPERIENCE CAPABLE OF SUPPORTING A
POOL AND DECK OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM
CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE NOTIFIED PRIOR
TO FURTHER CONSTRUCTION OF THIS PROJECT.
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318-11. CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITE/SHOTCRETE)
ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR NEW
5) BILLET STEEL CONFORMING TO A.T.S.M: 15. STEEL SHALL BE BENT, LAPPED, AND
PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS.
PIPING; ALL POOL PIPING SHALL BEAR THE N.S.F: PW SEAL OF APPROVAL AND
6) SHALL BE SCHEDULE 40 P.V.C. MIN. POOL PIPING TO COMPLY WITH F.B.C. POOL
EQUIPMENT TO APPLY TO F.B.C.
I
WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS
7)
CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM
AND SHALL MEET ALL REQUIREMENTS iN F.B.C.
EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER"2011 NEC SECTION
8 680.26(C)
PAUL CHARETTE ARCHITECT
2528 N 38 th Ave Holl ywood.FL�33
nA
561.756 6094^ A
ra1ii�)
PAUL CHA�,E`(Ef
,
AR - 0016 '9 °
POOL AREA PLAN
TITLE
TREMBLAY RESIDENCE
DESCRIPTION
3010 PINE TREE LN,
BOYNTON BEACH FL 33435
Scale: lin = 10ft. Oin.
DATE
11/22/2016
PAGE
1 OF 4
m
7 ft. 8 in.
0"
11 ft. 11 in.
20"
-10"
R 4'-2"
POOL MAY CAUSE UNDERMINING OF EXISTING STRUCTURES, PROVIDE
SHORING BETWEEN POOL AND EXISTING STRUCTURES ---- W
(7 U
Z Z
H W
1"x1/8" METAL STRAP U) U)
ATTACHED TO EXISTING X to
W W
FOOTER WITH 2 SHOTS
INTO CONCRETE AT 4
EACH 2x4
m
VIRGIN SOIL
4'-0" WIDE by 8'-0" LONG by
1/2" THICK
PLYWOOD SHEET
ATTACHED WITH NAILS
/ @12" C/C IN EACH 2x4
2"x4"s @ 12" C/C
ANGLE OF REPOSE DETAIL
NTS
Dnnr r))7QT(:7%I NFT
R T-6"
S
,�, 4' DEEP R 6-6"
OD �•
i
R 8'-10'
in. � r, ft
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454.2.6.6 /R4101.6.1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2014 5th EDITION F.B.C. RESIDENTIAL CHAPTERS 42 & 45 and
ANSI/NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSP/ICC 15
y 2) THE SITE HAS UNDISTURBED SAND, ROCK, SAND AND ROCK, WITH A MINIMUM
/ BEARING VALUE OF 1500 PSF.
r R 3'-3" THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS. SOIL
CONDITIONS IN THIS AREA HAVE BEEN BY PAST EXPERIENCE CAPABLE OF
3) SUPPORTING A POOL AND DECK OF SIMILAR SIZE AND DEPTH. IF
1
36 ft. 4 in. , CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS
5' DEEP ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF
THIS PROJECT.
a
4) ALL CONCRETE SHALL CONFORM TO A.C.I 318-11. CONCRETE SHALL HAVE A
3' CHEEP MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITESHOTCRETE)
_C
r
�_ _...---- —a2
ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR
5) NEW BILLET STEEL CONFORMING TO A.T.S.M.-15. STEEL SHALL BE BENT, LAPPED,
AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS.
29 5 i� �� N
% -42"
PIPING: ALL POOL PIPING SHALL BEAR THE N.S.F.-PW SEAL OF APPROVAL AND
-30118) SHALL BE SCHEDULE 40 P.V.C. MIN. POOL PIPING TO COMPLY WITH F.B.0 . POOL
EQUIPMENT TO APPLY TO F.B.C.
m ,
R 6-0" -20n
t3 t- - WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO
f 1 r CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL
t DEEP SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F.B.C.
.R 6-6"
/-EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2011 NEC SECTION
8) 680.26(0
Flo
PAUL CHARETTE ARCHITE
c
Co
2528 N 38 th Ave Hollywood �3�3
re)561 756 60,,9y
N
t e
ey
PAULA %SRI `fTE/ 0
AR 1627
LAYOUT PLAN
TITLE
TREMBLAY RESIDENCE
DESCRIPTION
3010 PINE TREE LN,
BOYNTON BEACH FL 33435
Scale: 1/4" = 1'-0"
DATE
11/22/2016
PAGE
2OF4
POOj
PIPING NOTES
ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESSURE
PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIOR TO
GUNITE (CONCRETE)
PROVIDE 5 PIPE DIAMETERS CLEAR LENGTH BEFORE PUMPS ON SUCTION
SIDE
PIPING TO BE INSTALLED 18" MIN BELOW GRADE AND TRENCHES TO BE
BACKFILLED W/ CLEAN SAND
�� MI WELL WATER: IF POOL IS TO BE FILLED WITH WELL
WATER PROVIDE PREFILTER WHEN FILLING POOL
122 ft. 6 in. PROPERTY LINE
PIPING IS SHOWN
SPACED FOR rnnln1GrT qPA AIR I INF Tn
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454.2.6.6 /R4101.6.1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2014 5th EDITION F.B.C. RESIDENTIAL CHAPTERS 42 &
45 and ANSI/NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSP/ICC 15
2) THE SITE HAS UNDISTURBED SAND, ROCK, SAND AND ROCK, WITH A
MINIMUM BEARING VALUE OF 1500 PSF.
THE FOLLOWING IS DETERMINED BY RATIONAL
3) ANALYSIS. SOIL CONDITIONS IN THIS AREA HAVE BEEN
BY PAST EXPERIENCE CAPABLE OF SUPPORTING A POOL
AND DECK OF SIMILAR SIZE AND DEPTH. IF CONDITIONS
DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS
ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER
CONSTRUCTION OF THIS PROJECT.
4) ALL CONCRETE SHALL CONFORM TO A.C.1 318-11. CONCRETE SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY
PLACED CONCRETE (GUNITE/SHOTCRETE)
ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS
5) OR NEW BILLET STEEL CONFORMING TO A.T.S.M.-15. STEEL SHALL BE BENT,
LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND
SPECIFICATIONS.
PIPING: ALL POOL PIPING SHALL BEAR THE N.S.F.-PW SEAL -OF APPROVAL
6) AND SHALL BE SCHEDULE 40 P.V.C. MIN. POOL PIPING TO COMPLY WITH
F.B.C. POOL EQUIPMENT TO APPLY TO F.B.C.
7 WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS
NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER
DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS iN F.B.C.
EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2011 NEC
8) SECTION 680.26(C)
PAUL CRARETTE ARQI --
2528 N 38 th Ave H,614 igd IFL 3,
561.7"56
,60,,94 fir,
y0 `Y
S
PAUL CHS „ETT a.
AR - 0016{3�n G
PIPING PLAN
TITLE
TREMBLAY RESIDENCE
DESCRIPTION
3010 PINE TREE LN,
BOYNTON BEACH FL 33435
Scale: 1/4" = 1'-0"
DATE
11/22/2016
PAGE
30F4
G.F.I. "J" BOX 5' MIN.
' (NOTE BELOW) n DECK DETAIL
WOOD DECK
ELECTRIC 3 #12 IN 1/2" BY OTHERS 11
CONDUIT
I,
PANEL POOL --- �
--------------------------------- I
PANEL ---, COMPAC ED,FILL II�
CONTROLLEq
HEATER - #8 AWG BARE SOLID
HLORINATOR - �� COPPER BONDING
I I
I,
I ; ; I JUMPER
I ------------j '----------' ------------
--------- LIGHT CORD
(IN CONDUIT)
GFI PUMP
'I
12v TRANSFORMER :_____
BREAKERS C built into light) #8 AWG INSULATED COPPER
3 #12 IN 1/2" CONTROLLER WIRE EPDXY COATED (IN CONDUIT)
CONDUIT 11 — — -— --— •-— -- —-- —--
#8 AWG INSULATED
I COPPER
WIRE EPDXY
COATED
(9(9
POOL PUMP
COMPLIES WITH
BLOWER 3hp PENTAIR 403.9 FBC
1-1/2 H.P. VS
8 AMP 16A
POOL STEEL OVERLAP @ 48 TIMES DIAMETER
ALL ELECTRICAL PER N.E.C. ALL METALLIC ITEMS WITHIN 5'-0" OF WATER'S EDGE OF POOL TO BE
ALL EQUIPMENT TO BE INSTALLED BONDED WITH #8 SOLID INSULATED WIRE (UL listed) FROM POOL
PER MANUFACTURER STEEL. ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS
SPECIFICATIONS GROUND LUGS...... G.F.I. OUTLET 10' MIN. AND 20' MAX. FROM POOL
3- #4 CONT.
IN 10"X10"BEAM
PILING POOL
SEE PILING PLAN
COAT BOND CONNECTION
W/ APPROVED POTTING COMPOUND
12V UNDERWATER
UL APPROVED LIGHT
6" WALLS
WITH #3s @ 12" O/C
HORIZONTAL & VERTICAL
PLASTER.
FINISH
6" FLOOR
WITH
#3s @ 12" O/C BOTH WAYS
CD
PROVIDE 3" MIN COVER TO BOTTOM
REINFORCEMENT
& 1.5" MIN. TO TOP REINFORCEMENT
STRUCTURAL DETAIL
ANTI -ENTRAPMENT
Z AQUASTAR
MAIN DRAIN 32CDFL101 - 316
o GPM @ 3.9 FPS
Z FLOOR INSTALLATION
32' No
POOL/ SPA
MAIN DRAIN DETAIL
�- — 1. TIME SWITCH MUST BE INSTALLED TO
3hp PENTAIR ALLOW POOL OWNERS TO RUN THE POOL
VARIABLE FILTRATION PUMP ONLY DURING PEAK
ij SPEED PUMP HOURS
FILTER
m
2. POOL FILTRATION PIPING MUST BE
3 -way valve
= Provide min. SIZED SO THAT THE VELOCITY DOES NOT
a 4 times pipe EXCEED 8FPS IN THE RETURN LINE AND
MIN. 18" CLEAR diam. clear 6FPS IN THE SUCTION LINE.
FOR FUTURE straight length
3. FILTER AREA BASED ON 6 HOUR TURN
o SOLAR OVER FLOW RATE
CONTROLLER 0� IC -40 CELL
0 4. FILTER PUMPS - A MIN. OF 4 PIPE
DIAMETERS SHALL BE INSTALLED BEFORE
PUMP.
J
O
2-1t2` POOL RETURN
FILTER PAD DETAIL 3 WAY VALVE
ACTUATOR(typ)
LEGEND:
O
- RETURN LINE
3" 130 5.9
- ELEVATION
2-1/2" 130 8.5
- 2 -WAY VALVE
2-1/2" 130 8.5
- 3 -WAY VALVE
5. INLET FITTINGS SHALL BE
- CHECK VALVE
RETURN LINE
- BUTTERFLY VALVE
51
SKIMMER
M.
- VALVE ACTUATOR
NTS
- NOT TO SCALE
EQUIPOTENTIAL BONDING GRID
/ O POOL
1
�--0
PER 2011 NEC (680.26C "EQUIPOTENTIAL BONDING GRID"): #8 AWG WIRE BURIED IN
SAND 6" DOWN AND 24" HORIZONTALLY BEYOND THE INSIDE WALLS OF POOL.
#8 AWG BARE SOLID COPPER BONDING JUMPER SHALL BE INSTALLED IN AT LEAST
FOUR (4) LOCATIONS AROUND PERIMETER OF THE POOL OR SPA.
1/4" TAP CON BOLTS 3"
LONG @ (4) LOCATIONS
1/4" TAP CON BOLTS
1/4" TAP CON BOLTS
4" THICK CONCRETE SLAB
EQUIPMEN-
ANCHORAGE DETAII
Ali Electrical work
comply with the 20 11
National c is Code
40" 36" ,12"
POOL SECTION
Scale: nts
POOLDESIGN.NET
FLOOR SLOPE
1 ft. IN 14.5 ft
29'
47'-6"
VGB APPROVED MAIN DRAIN GRATE
SECURED IN PLACE SO TOOLS
ARE REQUIRED FOR REMOVAL
GRAVEL SUMP
• ao
CAP TILE EDGE
IN CONTRASTING
COLOR
#3s @ 12" O/C
BOTH WAYS
BENCH DETAIL
FLOOR SLOPE
1 ft. IN 10 ft
HYDROSTATIC VALVE WITH WELLPOINT
"J" BOX 12" MIN. ABOVE TRANSFORMER
WAT LINE 5NMIN.
ON 4' MIN.
0
,NSI/APSP-7
INE TYPE
SIZE FLOW (GPM) IFPS
AIN DRAIN LINE
3" 130 5.9
RETURN LINE
2-1/2" 130 8.5
THERAPYJETS
2-1/2" 130 8.5
O
5. INLET FITTINGS SHALL BE
659 s.f
RETURN LINE
a.
51
3.33
INLETS
(3) 1-1/2" DIRECTIONAL INLETS
o_
(2) 12 V 5G LED - PENTAIR
a
DIRECTIONAL.
FILTER
CHECK
z
POOL (1) 32CDFL CHANNEL -AQUASTAR
CONTROLLER
PENTAIR EASYTOUCH
SKIMMERS
LU
CHLORINE GENERATOR
INTELLICHLOR IC -40 - PENTAIR
SPA SPECIFICATIONS
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
VALVE
7 ft. 0 in.
WIDTH
7 ft. 0 in.
THERAPY JETS
8
MAIN DRAINS
(1) AQUASTAR CHANNEL 32CDFL101
Q
o
6. PROVIDE A MIN. 18" OF HORIZONTAL OR
HEATER
(1) 400,000 BTU MASTER TEMP - PENTAIR
zA
(1) 1-1/2 HP
PUMP
(1) INTELLIFLO VARIABLE SPEED SHARED WITH POOL
PAUL CHARETTE ARCHTTE E
2528 N 38 th Ave Hollywood FL 33 1
561.756 6094
w
U
AR - 0016279
z
VERTICAL PIPE BETWEEN FILTER AND
TREMBLAY RESIDENCE
2-1/2" SPA
¢
BOYNTON BEACH FL 33435
rr
11/22/2016
A
4OF4
Zv
Q
HEATER OR DEDICATED SUCTION AND
:,'JETS--- ;=
_
RETURN LINES SMALL BE INSTALLED TO
ALLOW FOR FUTURE ADDIITIOtst OF SOLAR
HEATING EQUIPMENT.`" "
CV
CV
40" 36" ,12"
POOL SECTION
Scale: nts
POOLDESIGN.NET
FLOOR SLOPE
1 ft. IN 14.5 ft
29'
47'-6"
VGB APPROVED MAIN DRAIN GRATE
SECURED IN PLACE SO TOOLS
ARE REQUIRED FOR REMOVAL
GRAVEL SUMP
• ao
CAP TILE EDGE
IN CONTRASTING
COLOR
#3s @ 12" O/C
BOTH WAYS
BENCH DETAIL
FLOOR SLOPE
1 ft. IN 10 ft
HYDROSTATIC VALVE WITH WELLPOINT
"J" BOX 12" MIN. ABOVE TRANSFORMER
WAT LINE 5NMIN.
ON 4' MIN.
0
,NSI/APSP-7
INE TYPE
SIZE FLOW (GPM) IFPS
AIN DRAIN LINE
3" 130 5.9
RETURN LINE
2-1/2" 130 8.5
THERAPYJETS
2-1/2" 130 8.5
ANSI/APSP-15
LINE TYPE
SIZE
FLOW (GPM)
FPS
19,70
AIN DRAIN LINE POOL
3"
51
2.31
659 s.f
RETURN LINE
2-1/2"
51
3.33
PUMP
PENTAIR INTELLIFLO 01101
URVE A 1725
51 GPM
ALL N
19,70
URN OVER
6.43 HOUR
-ILTER
.375 GAL PER ST
POOL SPECIFICATIONS
LENGTH
47 ft. 6 in.
WIDTH
22 ft. 0 in.
MIN. DEPTH
3 ft. 0 in.
MAX. DEPTH
5 ft. 0 in.
AREA
659 s.f
PERIMETER
126 ft
GALLONS
19,700
INLETS
(3) 1-1/2" DIRECTIONAL INLETS
LIGHT(S)
(2) 12 V 5G LED - PENTAIR
PUMP
(1) INTELLIFLO VS 011018 - PENTAIR
FILTER
PENTAIR CARTRIDGE CCP420 S.F.
MAIN DRAINS
POOL (1) 32CDFL CHANNEL -AQUASTAR
CONTROLLER
PENTAIR EASYTOUCH
SKIMMERS
(1) BERMUDA- PENTAIR
CHLORINE GENERATOR
INTELLICHLOR IC -40 - PENTAIR
SPA SPECIFICATIONS
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
LENGTH
7 ft. 0 in.
WIDTH
7 ft. 0 in.
THERAPY JETS
8
MAIN DRAINS
(1) AQUASTAR CHANNEL 32CDFL101
LIGHT(S)
(1) 12 V 5G LED - PENTAIR
HEATER
(1) 400,000 BTU MASTER TEMP - PENTAIR
BLOWER
(1) 1-1/2 HP
PUMP
(1) INTELLIFLO VARIABLE SPEED SHARED WITH POOL
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
454.2.6.6 /R4101.6.1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
DESIGN PER ANSI/ APSP - 7 2006
INCLUDING BUT NOT LIMITED TO
SUCTION ENTRAPMENT
AVOIDANCE
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2014 5th EDITION F.B.C. RESIDENTIAL CHAPTERS 42 & 45
and ANSI/NSPI 3, ANSI/NSPI 5,
ANSI/APSP 7,ANSI/APSP/ICC 15
2) THE SITE HAS UNDISTURBED SAND, ROCK, SAND AND ROCK, WITH A
MINIMUM BEARING VALUE OF 1500 PSF.
THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS,
3) SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
OF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM
CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE
NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT.
4) ALL CONCRETE SHALL CONFORM TO A.C.1318-11. CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY
PLACED CONCRETE (GUNITE/SHOTCRETE)
ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR
5) NEW BILLET STEEL CONFORMING TO A.T.S.M.-15. STEEL SHALL BE BENT,
LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND
SPECIFICATIONS.
PIPING: ALL POOL PIPING SHALL BEAR THE N.S.F.-PW SEAL OF APPROVAL
6) AND SHALL BE SCHEDULE 40 P.V.C. MIN. POOL PIPING TO COMPLY WITH F.B.0 .
POOL EQUIPMENT TO APPLY TO F.B.C.
i
I
7) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO
i CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER
DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS 1N F.B.C.
EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2011 NEC SECTION
8) 680.26(C)
PAUL CHARETTE ARCHTTE E
2528 N 38 th Ave Hollywood FL 33 1
561.756 6094
PAUL CHARETTE
AR - 0016279
DETAILS
TITLE
TREMBLAY RESIDENCE
DESCRIPTION
3010 PINE TREE LN,
BOYNTON BEACH FL 33435
DATE
11/22/2016
PAGE
4OF4