1629 BEACH AVE DWGS 2GENERAL NOTES AND SPECIFICATIONS
D ciCN CRITERIA
FLORIDA BUILDING CODE 2014 - RESDENTIAL
LIVE LOADS:
POOL DECK 40 PSF
ALLOWABLE OWABLE UNIT STRESSES
CONCRETE: (PER ACI 318)
CONCRETE:
- r-----
SLAB ON GRADE
f'c
3000
PSI
STRUCTURAL POOL SHELL
f'c
4000
PSI
STRUCTURAL GRADE BEAMS
f'c =
4000
PSI
STRUCTURAL PILE CAPS
Vc -
4000
PSI
AUGERCAST CONCRETE ANCHOR PILE
Pc =
5000
PSI
REINFORCEMENT:
ASTM
A615
- GRADE 60
SOIL BEARING PRESSURE:
2500
PSF
I
AUGERCAST CONCRETE ANCHOR PILES
1) MINIMUM 14" DIAMETER
2 MINIMUM 18'-0" LENGTH
3 REINFORCE w/ 6-#5 w/ #3 TIES AT 12"O -C
4 CONCRETE fc = 4000 PSI
5) PILE CAPACITY SHALL BE 20 TONS.
REINFORCED CONCRETE
ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITH N OF
ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVI W
AND APPROVAL OF THE STRUCTURAL ENGINEER.
UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS
FOLLOWS:
SLABS ON GRADE CENTERED
STRUCTURAL POOL SHELL 2"
STRUCTURAL SPA SHELL 2"
GRADE BEAMS AND PILES 3"
CONCRETE MAXIMUM WATER CEMENT RATIO:
STRUCTURAL POOL SHELL SLABS AND WALLS 0.42
CONCRETE PILE CAPS AND GRADE BEAMS 0.42
AUGERCAST ANCHOR PILE 0.46
REINFORCMENT: ASTM A615 - GRADE 60
WELDED WIRE FABRIC ASTM A185
SOIL BEARING PRESSURE: 2D00 PSF
REINFORCED CONCRETE
ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE
FABRIC SHALL CONFORM TD ASTM A185.
ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS,
ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED
AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES
AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORT`
SHALL BE PLASTIC DIPPED AFTER FABRICATION.
ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITII)N
OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL
WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY.
WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N.
SUPPLEMENTARY NOTES
VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS
ELECTRICAL, AND POOL DRAWINGS.
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR
CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR
OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR
THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE
CONTRACT DOCUMENTS.
PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID
EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING
CONSTRUCTION.
IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL,
THE ENGINEER SHALL BE NOTIFIED.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF,
THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS
ESTABLISHED IN SECTION 626-33.007, FLORIDA ADMINISTRATIVE CODE.
THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT
DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 628-33.007(5)(m)(n).
10'-5%" . iv -3„
� II
1'
PAVER AND POOL BACKFILL NOTES
I. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION, THE PLUMBING SHALL BE SECURED AND
PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. BACKFILL SHALL BE CLEAN SAND, FREE
OF ROCKS AND DEBRIS PRODUCED DURING EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL,
MUCK OR MARL.
BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12'AND COMPACTED TO 90% OF THE MATERIALS
MAXIMUM DENSITY.
II. WATER WANDING OR 'JUKING'DOES NOT CONSTITUTE PROPER BACKFILLING / COMPACTING AND SHALL
NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS.
III. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE OWNER AND
LANDSCAPE ARCHITECT / ENGINEER AS PART OF THEIR BID PRIOR TO IMPLEMENTATION, INCLUDING AT A
MINIMUM:
(1) AUGER BORING 3 -MINIMUM BELOW THE DEEPEST PORTION OF THE POOL.
(2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL CONDITIONS FOR
IMPLEMENTATION OF A SWIMMING POOL.
IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED STRUCTURAL FILL, IF OTHER
CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, NON—ANGULAR SAND, ORGANICS, MARL, ETC ... THE
CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER OR ENGINEER.
DEP RELATED DESIGN
CRJTERIA
DEP MONUMENT NUMBER = R-46 DUVAL COUNTY
100 YR. STORM ELEVATION - +16.3 NAVD (FROM
MONUMENT)
100 YR, STORM DESIGN GRADE ELEVATION - +4.4
NAVD (FROM MONUMENT)
BOTTOM OF PILING - -5.0 NAVD
BOTTOM OF LOWEST HORIZONTAL POOL BEAM =
+12.8 NAVE)
TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
BELIEF,
THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE
IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN
SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE.
THESE DESIGN PLANS AND SPECIFICATIONS ARE IN
COMPLIANCE WITH THE STANDARDS AND GUIDELINES
ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3
OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND
APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION
MANUAL.
THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE
RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A
COASTAL STORM EVENT AS REQUIRED BY FAC
62B-33.007(5)(m)(n) AND FEMA 55, CHAPTER 12.9.4.
THESWIMMING POOL HAS BEEN DESIGNED AS AN
EXPENDABLE STRUCTURE
FOUNDATION LEGEND I
14" DIAMETER CONCRETE ANCHOR PILE.
- — - INDICATES GRADE BEAM, SEE DETAIL 1 & 2/PS-2 FOR
REINFORCEMENT
,{ 1 INDICATES DETAIL NUMBER
n-1-1 INDICATES BUILDING AND SHEET NUMBER
T.O.S. TOP OF SLAB ELEVATION
NOTES.
1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL.
2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND TO A DENSITY COMPACTED Of
95% OF D"MIUM MODIFIED STANDARD ASTN PROCTOR TEST, BACKFILL SHALL BE IN 12"
LAYERS.
3) THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4) FOOT HIGH (MINIMUM) FENCE
AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES).
4) REFER TO POOL MANUFACTURERS PLANS FOR DETAILS OF THE POOL, PUMBING/PIPING,
AND ELECTRICAL REQUIREMENTS.
2 POOL SECTION
PS -1
\HUULLUGL. SLG
DETAIL 1/PS-2 SIM.
POOL / SPA SHELL PIAN
SCALE -1%4- - 1�0 �--- ---... .-- -
— - - - - - - - - - p-------------
BxB SPA ( INFINITY )
(BEYOND) EDGE
------------------ i I
I 1 I I
I I I 1
POOL STEPS
1 I I 2"x3" CONIC. ,
I I
I I 8" POOL Ili POOL BUMPOUTS I
1 1
SHELL
10" W COLLECTION
I 1 I •1' -------- ___�` I <. TROUGH I
I I 1
I I I ' • 1
TYP. STAIR SEE j 1 I . • ,,, - ."'
DETAIL 3/PS-2 SIM. I ., �•—-------------
� 1
GRADE BEAM SEE I ! •'I' '1" '
DETAIL 2/PS-2 SIM, I I 1
I 1 I I
I J I I
I I
GRADE BEAM, SEE ( )
DETAIL 2/PS-2 SIM. ------------------ — — — — — ——-.
LONGITUDINAL POOL SECTION
NOTE
SEE DETAILS FOR REINFORCING
NOT SHOWN HERE FOR CLARITY
SEE DETAIL 4/PS-2
I SPA ATER
LINE
rPOOLIWATER ,r I
LINE
r — �`-- SPA I SPA
BENC%
I I �
r'"c I
I 1
I
I 1
I I`
I
I ` 1
I
I I
I 1
I I
I I
I I
II I
3 SPA SECTION
PS -1
SEE DETAIL 5/PS-2
�g
V / 1
Lou PonnSo and
Associates. Inc.
420 Osceola Avenue
lax. Beach. Florida 32250
Ph.242-0908 Fax.241.9557
FF,QL: CpAAk, 8344 5C CA"M�3�579
COMM �•x�CUM
REVLSIO.6 DAIS
Pill ALTERATION
"Ell I
g.T111 LT IN
O
O
(I.
Lu Vj
U Z LL
w�U
O < W
�QUU
m
Q
W�CO Z
QT�V
zzQ
O
ICL
POOL SHELL
DESIGN
NOTES, PLAN
AND
SECTIONS
PLAN NAMF
PFOTENHAUER RE810ENCF PODL
DESIGN/DRA WN/CH EC KED
CN KJL LAP
DATE
07-14-15
CONTROL NO.
TRUSS ID.
LPA NO.
PFOT-15-00006
SHEET
PS -1
SHEET i OF 2
- r-----
, r-
-----��-
^-%STEPS
I I I
I
I
N
I I I I
3' 3" .
I
I
1 I I POOL I
I
I
o
SPA 3
N
,� I I B THICK CONCRETE I
SLAB w/{j5 ®8"D.t
I DRAT
11
, SEE
PS -2
1
I
STEPS I I EACH IWAV BOTTOM I
I
I
_
1'
PAVER AND POOL BACKFILL NOTES
I. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION, THE PLUMBING SHALL BE SECURED AND
PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. BACKFILL SHALL BE CLEAN SAND, FREE
OF ROCKS AND DEBRIS PRODUCED DURING EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL,
MUCK OR MARL.
BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12'AND COMPACTED TO 90% OF THE MATERIALS
MAXIMUM DENSITY.
II. WATER WANDING OR 'JUKING'DOES NOT CONSTITUTE PROPER BACKFILLING / COMPACTING AND SHALL
NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS.
III. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE OWNER AND
LANDSCAPE ARCHITECT / ENGINEER AS PART OF THEIR BID PRIOR TO IMPLEMENTATION, INCLUDING AT A
MINIMUM:
(1) AUGER BORING 3 -MINIMUM BELOW THE DEEPEST PORTION OF THE POOL.
(2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL CONDITIONS FOR
IMPLEMENTATION OF A SWIMMING POOL.
IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED STRUCTURAL FILL, IF OTHER
CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, NON—ANGULAR SAND, ORGANICS, MARL, ETC ... THE
CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER OR ENGINEER.
DEP RELATED DESIGN
CRJTERIA
DEP MONUMENT NUMBER = R-46 DUVAL COUNTY
100 YR. STORM ELEVATION - +16.3 NAVD (FROM
MONUMENT)
100 YR, STORM DESIGN GRADE ELEVATION - +4.4
NAVD (FROM MONUMENT)
BOTTOM OF PILING - -5.0 NAVD
BOTTOM OF LOWEST HORIZONTAL POOL BEAM =
+12.8 NAVE)
TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
BELIEF,
THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE
IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN
SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE.
THESE DESIGN PLANS AND SPECIFICATIONS ARE IN
COMPLIANCE WITH THE STANDARDS AND GUIDELINES
ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3
OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND
APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION
MANUAL.
THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE
RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A
COASTAL STORM EVENT AS REQUIRED BY FAC
62B-33.007(5)(m)(n) AND FEMA 55, CHAPTER 12.9.4.
THESWIMMING POOL HAS BEEN DESIGNED AS AN
EXPENDABLE STRUCTURE
FOUNDATION LEGEND I
14" DIAMETER CONCRETE ANCHOR PILE.
- — - INDICATES GRADE BEAM, SEE DETAIL 1 & 2/PS-2 FOR
REINFORCEMENT
,{ 1 INDICATES DETAIL NUMBER
n-1-1 INDICATES BUILDING AND SHEET NUMBER
T.O.S. TOP OF SLAB ELEVATION
NOTES.
1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL.
2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND TO A DENSITY COMPACTED Of
95% OF D"MIUM MODIFIED STANDARD ASTN PROCTOR TEST, BACKFILL SHALL BE IN 12"
LAYERS.
3) THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4) FOOT HIGH (MINIMUM) FENCE
AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES).
4) REFER TO POOL MANUFACTURERS PLANS FOR DETAILS OF THE POOL, PUMBING/PIPING,
AND ELECTRICAL REQUIREMENTS.
2 POOL SECTION
PS -1
\HUULLUGL. SLG
DETAIL 1/PS-2 SIM.
POOL / SPA SHELL PIAN
SCALE -1%4- - 1�0 �--- ---... .-- -
— - - - - - - - - - p-------------
BxB SPA ( INFINITY )
(BEYOND) EDGE
------------------ i I
I 1 I I
I I I 1
POOL STEPS
1 I I 2"x3" CONIC. ,
I I
I I 8" POOL Ili POOL BUMPOUTS I
1 1
SHELL
10" W COLLECTION
I 1 I •1' -------- ___�` I <. TROUGH I
I I 1
I I I ' • 1
TYP. STAIR SEE j 1 I . • ,,, - ."'
DETAIL 3/PS-2 SIM. I ., �•—-------------
� 1
GRADE BEAM SEE I ! •'I' '1" '
DETAIL 2/PS-2 SIM, I I 1
I 1 I I
I J I I
I I
GRADE BEAM, SEE ( )
DETAIL 2/PS-2 SIM. ------------------ — — — — — ——-.
LONGITUDINAL POOL SECTION
NOTE
SEE DETAILS FOR REINFORCING
NOT SHOWN HERE FOR CLARITY
SEE DETAIL 4/PS-2
I SPA ATER
LINE
rPOOLIWATER ,r I
LINE
r — �`-- SPA I SPA
BENC%
I I �
r'"c I
I 1
I
I 1
I I`
I
I ` 1
I
I I
I 1
I I
I I
I I
II I
3 SPA SECTION
PS -1
SEE DETAIL 5/PS-2
�g
V / 1
Lou PonnSo and
Associates. Inc.
420 Osceola Avenue
lax. Beach. Florida 32250
Ph.242-0908 Fax.241.9557
FF,QL: CpAAk, 8344 5C CA"M�3�579
COMM �•x�CUM
REVLSIO.6 DAIS
Pill ALTERATION
"Ell I
g.T111 LT IN
O
O
(I.
Lu Vj
U Z LL
w�U
O < W
�QUU
m
Q
W�CO Z
QT�V
zzQ
O
ICL
POOL SHELL
DESIGN
NOTES, PLAN
AND
SECTIONS
PLAN NAMF
PFOTENHAUER RE810ENCF PODL
DESIGN/DRA WN/CH EC KED
CN KJL LAP
DATE
07-14-15
CONTROL NO.
TRUSS ID.
LPA NO.
PFOT-15-00006
SHEET
PS -1
SHEET i OF 2
T POOL WALL
EL. + NAVD
X14 VERTICAL 0 B"o.c, /
CENTERED, ALIGNED w/
SLAB REINFORCING
#4 HORIZONTAL 0
12"o.c, CENTERED
'a
5-#5 TOP AND 5 -NS
BOTTOM w/ #3 STIRRUPS
0 12"o.c GRADE BEAM
REINFORCING
1
2'-
1 TYPICAL POOL EDC
S-2 SCALE: 3/4"
_ T�POOOL WALLO
-EL. +21.25 NA11
FINISH, SEE ARCH J
#4 VERTICAL 0 B"o.c,-,.
CENTERED, ALIGNED W/ 3
SLAB REINFORCING
S
Pool -
p5 0 B"o.c TOP
m
"I
q5 0 wo.c
EA. WAY BOT. ea
14"0 AUGERCAST
CONC ANCHOR PILE /
(TYPICAL 11 LOC.)-/
4 SPA TO POO
PS -2 SCALE: 3/4" - 1'—D"
�-FINISH, SEE
ARCH
14 VERTICAL
)#'4 CONT. IN TOP
EDGE
0 8" O.C.
12" WALLS
#5 0
B" O.C.
TOP
8" STRUCTURAL
CONCRETE
/5 0 B" O.C. TOP
Q
Bum OUTS
POOL SHELL
WALL
#3 HORIZONTAL
B" STRUCTURAL
ELASTOMERIC SEALANT
0 8" 0 C
{j5 0 8"o.c
FOP
CONCRETE SLAB
8"
STRUCTURAL
NTERED, ALIGNED w/
COLLECTION
MANUFACTURER/OWNER
PER POOL CONTRACTOR
SLAB REINFORCING
CONCRETE SLAB
4 TROUGH
SLOPE
1/3 SPAN TO
R FORCING 1/3 SPAN TOP
REINFORC
G
z
s
2-#4
p4 HOOKED DOWELS
p,
-8" STRUCTURAL
SUPPORT
TILE
COMPACTED SAND BED DESIGNED
BY POOL CONTRACTOR
w/ p3 STIRRUPS 0 12"o.c
S 1/3 SPAN
TOP REINFORCING
CONCRETE SLAB
GRADE BEAM REINFORCING
VERTICAL 0 8" O.C.
2-jj4 SUPPORT
N
°
0 12" D.C.,
CONTINUOUS AROUND2-�J4
—�
CENTERED
PEREMETER (TYPICAL)
N3 HORIZONTAL
0 8" O.C.
2-Q4 SUPPORT
#4 VERTICAL 0 S" O.C.,
14"0 AUGERCAST
/
_I 6"I_
CENTERED
n
3" CLR'I
..
.�
ao 3
�YCLR
EA. WAY BOT.
I_ �'-.
0 B"
O,C.
p'5
EA. WAY
BOT
EA. WAY BOT.
5-/5 TDP AND S -M5
LOWEST POOL BEAM
BOTTOM w/ #3 STIRRUPS
EL. +12.83' NAVD
0 12" O.C. GRADE BEAM
BEND OVER VERTICAL
/5
REINFORCING
INTAUGO GRADE BRCAST EAM/SLAB RLE
EINFORCING
24"w x 20"d
STRUCTURAL GRADE
BEAM
AT
MIDDLE
14"0 AUGERCAST CONCRETE
'-2"
ANCHOR PILE (TYPI"AL
,.,
11 LOCATIONS)
DETAIL
(4)1(14 CONT, IN TDP
OF 12" WALLS
16" SPA BENCH
SPA
EDGE DETAIL
TRAVERTINE STONE OVER
COMPACTED SAND BED. FINISH
TO BE DETERMINED BY POOL
CONTRACTOR
BUILD UP PERIMETER OF
DECK WITH EXCAVATED
EXISTING SAND FILL
SLOPE
EXISTING GRADE
5-W5 TOP AND
BOTTOM w/ p3
0 12"o.c GRADE
REINFORCING
STABILIZED SUBGRADE, NON -PLASTIC,
INORGANIC, EXISTING EXCAVATED GRAN
SOIL COMPACTED TO A DENSITY
OF AT LEAST 95% OF THE PROCTOR
MAXIMUM DRY DENSITY (ASTM D 1537)
POOL DECK TRAVERTINE STONE
SCALE: 3/4" = V -D"
PS
T POOL WALL
EL. +20.7 NAVD T-
01
SEE DETAIL
2/P-1 FOR
REINF. (TYP)
r_f1 TYPICAL POOL EDGE DETAIL33 TYPICAL STAIR DETAIL'
1
ps-2 SCALE: 3/4" - i'-0"
<\ PS -2 SCALE: 3/4 - 1-0
5 SPA EDGE DETAIL
ps- SCALE: 3/4" = 1'—D"
6- LAYER SAND BASE
CO PACTED TO A DENSITY
OF AT LEAST 95% OF THE
MODIFIED PROCTOR MAXIMUM
CRY DENSITY (ASTM D 1537)
DESIGNED BY POOL
MAINTAIN 2"
CONCRETE COVER
AROUND OPENING
DEEP WELL
DRAIN
CONC ANCHOR PILE
(TYPICAL 11 LOC.)
K-6-'\ SPILLWAY EDGE DETAIL
p$-2 SCALE: 3/4" = 1'—D"
ADD 4pce #'4 x 3'-D"
DIAGONALS AROUND DEEP
WELL DRAIN OPENING
,y5 0 12" O.C.
EACH WAY POOL
SLAB REINFORCING
DEEP WELL DRAIN OPENING
(7� REINFORCING DETAIL
ps-2 SCALE: 3/4" = 1'—D"
12" OF DRAINAGE FILL
(3/4" CRUSHED
ROCK OR STONE)—
MIRAGRID 3XT
GEOSYNTHETIC
MIRAGRID 3XT
GEOSYNTHETIC
MIRAGRID 3XT
GEOSYNTHETIC
MIRAGRID 3XT
GEDSYNTHETIC
MIRAGRID 3XT
GEDSYNTHETIC
FDUNDA170N SOIL
j/ 71 TYPICAL COPING/EDGE DETAIL
P$-2 SCALE: 3/4" V -D"
M
RAILING (AS REQUIRED BYi i _EXTEND BARS TO WITHIN
LOCAL CODE) 3" OF TOP OF SLAB (TYP)
KEYSTONE I
CAP T PILE VARIES
T/SLAB SEE PLAN
L. +3385NAV
PILE SECTION
h" 14"M AUGER CAST PILE
16" w/ 6-#5 x 18'-D" LONG
w/ g3 TIES 0 12" oc
10_ STACKED STONE WALL DETAIL
ps-2 SCALE: 3/4" = 1'-0"
FIBERGLASS
PIN PER KEYSTONE
UNREINFORCED CONCRETE
LEVELING PAD
0
In
BOT PILE
-5.00 NAVb
TYPICAL PILE
n_ ELEVATION
PS -2 SCALE: 1/4" . V -D"
fi
As saciate s, Inc.
420 Osceola Avenue
I ax. Beach Florida 32250
Ph.242-0908 Fax.241-9557
FL: CA k 83r44�S�C: CSA# 3.579
SON f�}I 1 ,rxR) p tl•hyCOM
r
REVISIONS DATE
PHO ALTERATM
J
^O
(1.
W
U Q u -
Lu W U
<
UJI
�Urrl
U
W LL!in Z
CpJV '
Z �p Q
L`LJ
1
O
//L�L
I..L
POOL
AND SPA
DETAILS
PLAN NAMF
PFoTEKIWJER REsmcE POOL
DESIGN/DRA WN/LH ECKED
CS KJL LAP
DATE
07-14-15
CONTROL NO.
TRUSS ID,
LPA NO.
PFOT-15-0=
SHEET
PS -2
H 2
INFINITY —Z
14 VERTICAL
)#'4 CONT. IN TOP
EDGE
0 8" O.C.
12" WALLS
2"x3" CONC.
Bum OUTS
'/z" EXPANSION JOINT w/
#3 HORIZONTAL
ELASTOMERIC SEALANT
0 8" 0 C
CANTILEVERED CONCRETE
TRAVERTINE STONE OVER
14 VERTICAL 0 8"o.c,
COPING AS PER POOL
PI ED AND B AS
NTERED, ALIGNED w/
COLLECTION
MANUFACTURER/OWNER
PER POOL CONTRACTOR
SLAB REINFORCING
4 TROUGH
SLOPE
WATER LINE
p4 HOOKED DOWELS
6°' WATERLINE-�
5-1y5 TOP AND 5-5 BOTTOM
VERTICAL 0 B"
ON -CENTER IN B' WALL
TILE
COMPACTED SAND BED DESIGNED
BY POOL CONTRACTOR
w/ p3 STIRRUPS 0 12"o.c
W a HOOKED DOWELS
GRADE BEAM REINFORCING
VERTICAL 0 8" O.C.
#4 HORIZONTAL
10" BOND BEAM w
°
0 12" D.C.,
CONTINUOUS AROUND2-�J4
'
CENTERED
PEREMETER (TYPICAL)
N3 HORIZONTAL
0 8" O.C.
#4 VERTICAL 0 S" O.C.,
14"0 AUGERCAST
/
_I 6"I_
CENTERED
CONC ANCHOR PILE
(TYPICAL 11 LOC.)
K-6-'\ SPILLWAY EDGE DETAIL
p$-2 SCALE: 3/4" = 1'—D"
ADD 4pce #'4 x 3'-D"
DIAGONALS AROUND DEEP
WELL DRAIN OPENING
,y5 0 12" O.C.
EACH WAY POOL
SLAB REINFORCING
DEEP WELL DRAIN OPENING
(7� REINFORCING DETAIL
ps-2 SCALE: 3/4" = 1'—D"
12" OF DRAINAGE FILL
(3/4" CRUSHED
ROCK OR STONE)—
MIRAGRID 3XT
GEOSYNTHETIC
MIRAGRID 3XT
GEOSYNTHETIC
MIRAGRID 3XT
GEOSYNTHETIC
MIRAGRID 3XT
GEDSYNTHETIC
MIRAGRID 3XT
GEDSYNTHETIC
FDUNDA170N SOIL
j/ 71 TYPICAL COPING/EDGE DETAIL
P$-2 SCALE: 3/4" V -D"
M
RAILING (AS REQUIRED BYi i _EXTEND BARS TO WITHIN
LOCAL CODE) 3" OF TOP OF SLAB (TYP)
KEYSTONE I
CAP T PILE VARIES
T/SLAB SEE PLAN
L. +3385NAV
PILE SECTION
h" 14"M AUGER CAST PILE
16" w/ 6-#5 x 18'-D" LONG
w/ g3 TIES 0 12" oc
10_ STACKED STONE WALL DETAIL
ps-2 SCALE: 3/4" = 1'-0"
FIBERGLASS
PIN PER KEYSTONE
UNREINFORCED CONCRETE
LEVELING PAD
0
In
BOT PILE
-5.00 NAVb
TYPICAL PILE
n_ ELEVATION
PS -2 SCALE: 1/4" . V -D"
fi
As saciate s, Inc.
420 Osceola Avenue
I ax. Beach Florida 32250
Ph.242-0908 Fax.241-9557
FL: CA k 83r44�S�C: CSA# 3.579
SON f�}I 1 ,rxR) p tl•hyCOM
r
REVISIONS DATE
PHO ALTERATM
J
^O
(1.
W
U Q u -
Lu W U
<
UJI
�Urrl
U
W LL!in Z
CpJV '
Z �p Q
L`LJ
1
O
//L�L
I..L
POOL
AND SPA
DETAILS
PLAN NAMF
PFoTEKIWJER REsmcE POOL
DESIGN/DRA WN/LH ECKED
CS KJL LAP
DATE
07-14-15
CONTROL NO.
TRUSS ID,
LPA NO.
PFOT-15-0=
SHEET
PS -2
H 2
ADJACENT 3 HOMES
GENERAL FURTHESTI
`—PERMIT !—VERTICAL FLOOD � FLOOD
i LINE I EROSION ZONE I ZONE
CONSTRUCTION
x I Ao f- CONTROL 'AO' 'VE'
1 LINE I LINE I
I_ i ----------------�----
-------------
--- I I DIMEN51ON5 5HOWN ARE
i TO EDGE OF WATER
COASTAL
�—CONTROL TWO STORY FRAME I I
%
CONSTRUCTION
RESIDENCE
RboFEp
I WboD I I
LOT l C VER
PATIO I I
%
POOL EQUI?MENT I=E
I APPROXIMATE
NEW MASONRY STEPS I I EDGE OF
VEGETATION
NEW MASONRY 5 BEEN WALL—\\_g SET PA �UALKWAY SEGMENTAL WALL EDGE
I\ t NNW PAVER
91DENCE
G URTYARD
'1629 21 04 .24 6t
$ aye - I�61DlNC! t
gto $.i9 x9.3 IFFE-2126' 00 I N
TWO STORY FRAME
RESIDENCE
#1631
FFE-2128'
xl I �rn
L- I Vit\ 1
D IVE-Y 1
I SAND SET PAVER WALKWAY -/NE
I I
/ I
I
COASTAL
CONTROL
CONSTRUCTION
LE
� 1
I
I
I
I
I
L3
R xt5 p TE P LM, TYP ,0.9 5 5 7.B x42
.Ixt4� x11.
1 x126 I
• `_ �� . r % i tt y i i 1
FILL/AREEA / \ ' i'i 11 ��G�P
N TRAVERT E
P OL (DECK `--- I I I I I i I x .3 x.2
C'- ,2.s x 3.2', .
xt2, l li xe.7 xe.e \ I \ 1
x5.o 1 I II ( II
CIV
`�.
1
1 ENEW L DE�KTINE 1 cI�c
Fu,, AREA, \) q� \ I ^� I I I �'� I ri�P� I I I I \
PATE PA& I, TYP.
xo.3
^ g----=�--- �
W MASON PY SCREEN WALL SAND SET PAVER WALKWAY 6" !m SEASONAL MEAN
x�2 �'ze7 x6.7 01°° 1 ° I HIGH WATER HIGH WATER
I
SEGMENTAL WALL EDGE $ LINE - ELEv. 9B5' LINE - ELEV. 22'
°I ° I °
ONE STORY FRAME I i ml m I m
REE IDENCE o 5
619 1 i -1 m m
ol0 1 EROSION z l i
f- CONTROL ,
PAVER LINE
r�y�n I rn
. I PATIO i
----------------
I I
I GENERA ADJAGENT3 HOMES I
Imo—PERMIT FURTHEST I
LINE �— VERTICAL i
CONSTRUCTION
x I AO 1 LINE I I
SITE i=LAN - 1(o29 5EAC>4 A
x -1.1x.1.8
SITE DATA - IMPERVIOUS / PERVIOUS CALCULATIONS
SITE AREA:
13,476 SQ. FT.
MAXIMUM IMPERVIOUS AREA:
50% (6, 738 SQ. FT.)
HARDSCAPE TAKE -OFFS:
IMPERVIOUS
MAIN HOUSE COVERAGE
1,492 SQ. FT.
APARTMENT/GARAGE
934 SQ. FT.
COURTYARD PATIO
904 SQ. FT.
AC / POOL EQUIPMENT PADS:
131 SQ. FT.
WALKWAYS & STEPS
649 SQ. FT.
POOL & SPA DECK
1,294 SQ. FT.
DRIVEWAY
345 SQ. FT.
TOTAL:
5,749 SQ. FT.
I PERCENTAGE OF SITE IMPERVIOUS: 42.7%
3002 Phllllp5 Hlca vay
Jack5orndle, FL 32207
(904)858-4300
WWW,crow Ipod51t1L,corn
CJ
8ER
Mil
PVOJ�CT INFCVMA11ON
XAWING 111L�:
51TE PIAN
5c&L : 1/32"-I'
PASS 3,10,17
t9MWN 13Y: YA
EXISTING DEVELOPMENT IMPERVIOUS
SURFACE ECOT
DEVELOPMENT IMPERVIOUS
SURFACE
TREES / PALMS REMOVED
GDNTINUOU91'A Ic FENCE
LOT SIZE -
13,416 OF
100% LOT
SIZE -
13,4'16 OF 100%
(2) 3' DRAKE ELMS - 6'
HOUSE FOOTPRINT -
APARTMENT FOOTPRINT
1,492 OF
934 OF
H
USE FOOTPRINT -
ARTMENT FOOTPRINT
1,492 OF
- 934 OF
(2) 10' WASHINGTONIA PALMS - 12' CT
2 WOOD
2 2 x x W 4' oC.
-
BRICK PATIO -
349 OF
S
ONE PATIO -
904 5F
(3) 12' CABBAGE PALMS - 16' CT'
WALKWAYS -
387 51=
W
LKWAYS -
381 OF
BURY FABRIC 3'
DEEP
STEPS -
282 OF
OL PECK -
1294 SF
,
S
STAKE
DRIVEWAY - 345 5F
LL EQUIPMENT PAD 49 OF ZONING CLASSIFICATION - RS -2
A/C PADS -
82 OF
S
EPS -
262 OF
LOT WIDTH - 50'
DRIvE STAKE
6" INTO GRND. _
EUTHENICS
DRIVEWAY
-
345 SF
STUDIO
TOTAL IMPERVIOUS
3,941 OF
29.2%
C PADS -
82 5F
_
TOTAL PERVIOUS
9,535 OF
10.8%
TOTAL IMPERVIOUS
5,161 OF 42.1%
LAND ARCHITECTURE
TOTAL PERVIOUS
1,115 OF 51.3%
- SILT FENCE DETAIL
URBAN PESIGGNN NQ
FLOOD
ZONE—� I GENERAL
'r
W4 333 1403
SILT FENCE
I
LINE f"+—PEIR IT
AO � vE
KmIhww4o Gm•tnw1
LOCATION
X' I 'AO'
I
6EOR61A RE& NO. i69
EROSION I
CONTROL
LINE
/I GOA5TA
I
CON
I
I
% LINESTSTR
GTION
TWO
EXISTING I
STORY FRAME
RESIDENCERpOOD p I
I
I
PEAL
1633 d�7j
/
LOT 1 DIEL
/
I PATIO
I
I
�I
ON STORY FRAME
PERIMETER
GARAGE
SILT FENCE
I
I
I I
I
w
TO LIVE OINK
/
REMOVE:
REMOvE
PERIMETER
I
I
CONCRETE STEPS
WOOD DECK
__ SILT FENCE
U
x 6.06I'ZI�
7
BRICK WALLS
REMOVE PALM 71.5
3 �� ( \ x 15
I 5U•U'9 1 ,I I
x 51
w
w /
A/C PAD
T �i I / / /
1.1 1 / \\ II II II I�
' I
W
PA,BLH TOONIA
jI
I REMAIN
17 1 1 I
I
RE816 -J
/ I I
I
1
o
2
U
I b!
FL GARAGE
EXISTING
I
J / I I
/ L------
/ I \ j
I I
LL
2nd
RESIDENCE
TWO STORY FRAME
RESIDENCE
ie.2 <� 1 j
1 1
11
I
x166
ni W Q
wI
In
I
FFE-2126'
1631
6�' ? 1 1 x12. /
I
/ x9.7 I x9.5 16
I \\ x5.5 \\
I
I�
z
Lu Q
Fr -E-2128'
!I I
II x6N
i
S W
DUMPSTER
WASHINGTONIA
LOT 6
I' I I
100
z W M
LOCATION
_
PALM TO
RsMAIN
ILu
\\\ I \\
(
I
it 1/ I
I
i
(\
I I
W 6\ F
CHEMICAL
I
cp i N
r \
Z
TOILE T
LOCATI 1
CONCRETE
!
I ,\'I 114 ) )
\ I
w Q
xB.04 _
1 11
9 _� �,j
I
x6.2
6.00
x 1 I
x .—
I REMOVE
)VE PALMS
GAP / COVER
REMOVE.
WELL REMOvE PALM I
I WOODEN STEPS
iFILLIETYARD
WOODEN DECK
BRICK SEAT WALLS
REMOVE GAS TANK) I S L1T PETNCE
.6
I x6.7
CIO
PERIMETER
SILT FENCE
SPACE TO
GRADE
TIOTRZ
I
x6 7
/
CON
W/ EROSION
TRUGt RAMP
CONTROL
TAGGED
TAGGED PALMS
I
I N
OO
LL
WOODEN STEPS
BLOCK WALLS
EXISTING I
m
CONCRETE WALKS
ONE STORY FRAME
mI I
I
I
IN THIS AREA
RESIDENCE
I
�
/
Ij
1619 I
LOT 5
>4
p1 r*I
/
COASTAL
I I
I
p r
SHEET TITLE
/
CONTROL
CONSTRUCT
ON�I�
I
I
= ID
LINE
rO�o I
EROSION
O
DEMOLITION
o I PAVER
I
I� CONTROL
LINE
Z
PLAN
�I PATIO
j
I
?
— — —
—
i— — — —
— — — — —
— — — — —
— — — — —xrt--
i�
I
AO
VIE
DATE ISSUED
�rj IGENERAL
L.. GENERAL
APRIL D. 20 16
PERMITLINE
a
o��ia��6
I
SITE
DEMOLITION PLAN
1631 BEACH AVENUE
I
X I AO i
SCALE
12
I74..
x �,.
x .%6
I
I�RTH
SHEET
L 2 OF 12
Q0000,e
EUTHENICS
STUDIO
TWO STORY FRAME
LAND ARCHITECTURE
COMMUNITY PLANNING
URBAN DESIGN
1633
904 333 1483
Ic�l ImarNeomce�tnst
FLORIDA REG. NO. 1160
(�
GEOWAIA REG. NO. 666
CONSTRUCT WALL IN
B' PANELS FOR FRANGIBILITY
1388FNNEW CMU WALL
---- \ PROPOSED xt5.5 2" STAINLESS
\�
STEEL POST C4' O.G.)
_ \x18.3 DATE PALM \ AND4
5' - 8" w \\ PLANTING �\ TYP. \ /
SE 0 DECK, WI B SIDE
—
SAND SET TRAVERTINETONE
PAYERS ON 919
TONE BASE --� • N \\ \\ / PLANTING
1
/
/
/
/
/
A/C A/G
B
\ \ /
/
/
SEAL
L9
/
b x 12 SOLDIER BORDER
SEGMENTAL WALL
FAGS
POOL PLANTER 16 x Ib ON 45' POOL RT E -
EQUIPMENT TRAVERTI E MUD SET
0% ON CONCRETE
SUBBASE
41' -0"
p
I
/
eay
9, -0. AREA OF FILL
b" MEXICAN BEACH PEBBL
BAND BEHIND COPING
0'
ry'�II gg
TROUGH
TWO STORY FRAM
�sPA� INFINITY x 3
i/
N
LU ~
21za'
+
RESIDENCE
alta '
+
o
8
w z O
L8 0
1629
—
POOL WALL
/ /
W q
FFE-21.25
GRANITE WEIR GAP
n/
q Z 1 u
/
Lu Q 0 Q
:-3z Lu lid
/
W ('Q
U
3 CM TRAVERTINE BULLNOSE 3 CM TRAVERTINE BULLNOSE
CEA. SIDE) SPA COPING - I' x 2' I' 2'
/
/
(
W N Z
5 POOL COPING - x
/
\
N ! Q
POOL DECK - L9
/
SEGMENTAL WALL
N /
� /
\
\
Z �
(-
TRAVERTINE MUD SET
AREA FILL
FACE
/
\
Q
PAVERSOF
AVER ON CONCRETE
SE
Ib x Ib ON 45'
RTINE STEPS b x 12 SOLDIER BORDER—,\
TRRA E '919
I /
O
\
I I /l
PROPOSED /
DATE I PL/NTING
\
\\
P.
•
1I
/
19 5'
$ 19.0 80' I i.0'/ I� 0I 150' �1' 14.0'
+ -f I + I
\\
NERW�EN WALL �_sANp SET TRAVERTINE--
I 13.0'
I
SHEET TITLE
80' LF
PAVERS ON 919 STONEBASE
Lg + J I +
+ + \
x 18.1
SAND SET CONCRETE PAVER PATH
POOL
LAYOUT
PLAN
DATE 188UED
APRIL S, 2016
REVISIONS
DEG. 1, 2016
ONE STORY FRAME
1619
SALE
I"4'
oN
24"x36"
NORTH
SHEET
L5 OF 12
CONSTRUCT WALL IN
S' PANELS FOR FRANGIBILITY
TWO STORY FRAME
2128' RESIDENCE
I(o29
FFE-21.28'
g�C�EN ""WALL _SAND SET TRAVERTINE -
LJ . LF PAVERS ON SIS STONE EASE
TWO STORY FRAME
1633
EASE ��
TPL,47NTF-R+
20.82'
21.5'
19.'15' +
� SPAS
2128'
+ 20.95' -+-
L — J
21.5'
20.82'
+ /
1932'
19.0' 8.2
+ i+
x 18.1
ll-�
ONE STORY FRAME
1619
x 15.7 1
IONOEEIEY
SNCRTTDCKT74 G2.RED5AE
13.5'
14b5' TROUGH
INFINITY POOL
12' x 32' + 20.58' SHOTCRETE j
1 + POOL WALL
WEIR CAPRANITE
14.854 �
13.5' N
I �
I �
I �
20.82' 20.82' M � I
1 I �
1
-SAND SET CONCRETE PAVER PATH
EUT�4ENIC8
STUDIO
9?.AND ARCHITECTURE
II.AITY PLANNING
ULAN DESIGN
604 333 1483
lullmo ooc mca"Aet
'LORIDA REG. NO.1160
3EORGIA REG. NO. 668
POOL
GRADING
PLAN
DATE ISSUED
APRIL 5, 2016
REVISIONS
SCALE
1''=36 I"
2
SHEET
L&OF 12
42" HT., 2" 55T FENCE PIPE, 4' O.G.
W/ 5 STRAND SST GABLE
AAPPROACHINNG�HOSIDES —
TWELVE COURSE
SEGMENTAL WALL 'COMPAC'
RETAINING WALL BLOCK
BLACK GRANITE
INFINITY EDGE
SHOTCRETE INFINITY EDGE POOL WALL)
SPILLWAY COLLECTION TROUGH
A ELEVATION EAST FADE OF INFINITY POOL
LS
RESIDENCE I _. _.. 32' -
8' x 8
SPA
SECTION a INFINITY POOL
42" HT., 2" SST FENCE PIPE, 4' O.G.
2082'
BACKFILLED BEACH SAND
PpLLACED IN LIFTS WATER PACKED
A5 WALL 15 CONSTRUCTED
MIRAGRID 3XT GE05YNTHETIG
ALTERNATE COURSES
SEGMENTAL WALL TREMRON
C,OMPAC'' C SNCRET BLOCK
16.49'
PINS
FINISHED GRADE
3' WIDE x 12" DEEP GRAVEL
WALL 545E FOOTING,
STEPPED EVERY 5', 1 COURSE _
12' - 0"
TRAVERTINE POOL DECK LUANDA BAY GLA55
WATERLINE TILE BAND
POOL STEPS P O O L
• 11.0' e" POOL eHELL
BLUE PEARL PEBBLE -TECH
PLASTER COAT W/ CRUSHED -
�. ABALONE SHELL 145' P.
14.35'
SEE STRUCTURAL DWGB. -
FOR POOL GRADE BEAM
4 PILE SPECIFICATIONS
12' - 0"
-..
WM=l
GLA55 WATERLINE TILE
TRAVERTINE STONE POOL DECK
. .
BAR DO O.C.
i�4ea4c -
♦`♦♦♦`
♦�;�♦`�M
ice♦
DEBRIS
FOOL S)kELL
♦♦`♦-♦-♦`♦
.♦�♦ .♦�♦ ♦♦` ♦
♦ `
-►4♦ BAR, 16" 0. C., 4' LENGTH
IMBED )EDFIINEO POUREDI SUB SLAB
BLUE PEARL PE551LE-TECH
_MIRAGRID
ALTEF NATE COURSES
PLASTER COAT
6♦ `♦♦♦`♦♦♦`♦♦♦`♦♦,`♦♦♦,DEPTH
VARIES►♦♦
`♦♦ `♦♦ `♦♦ `�♦ �l�♦-`
8"h x IS"W x 12"d
-.--FINISHED GRADE (VARIES)
15ACKFILLED BEACH SAND
II -
e -
PLACED IN LIFTS WATER PACKED -1
AS WALL is CON�TRUCTED
IP
STRUCTION
3' WIDE x 12" DEEP GRAVEL
SEE STRUCTURAL DWG5.
FOR POOL GRADE BEAM
4 PILE SPECIFICATIONS
SECTION a INFINITY FOOL SEGMgNTAL LUALL
-INFINITY EDGE
(3) 2" x 3" CONCRETE AIRIFIER 5UMPOUT5
- 10" W x 12' LONG BLACK GRANITE
SPILLWAY COPING
(3) 2" x 3" CONCRETE AIRIFIER BUMPOUT5
— 10" WIDE COLLECTION TROUGH
TOP OF SEGMENTAL WALL
TW 20.41'
3"
11,01'
�1.�11P„IIPI�
h -m -Ili
42" HT„ 2" 55T FENCE PIPE, 4' O.G.
W/ 5 STRAND SST GABLE
TWELVE COURSE TREMRON
SEGMENTAL WALL 'COMPAC'
RETAINING WALL BLOCK
SEGMENTAL WALL STONE:
TREMRON KEYSTONE 'COMPAC III'
,- 8" H x 18" W x 12" D
WEIGHT - 15 Ube.
COLOR: 'PRAIRE' TOP OF SEGMENT
x - I
WALL BASE FOOTING. LINE
T
3.g3�_g a
TRENCH WITH FILTER FABRIC4'
113E
ORIGINAL GRADE SAND, FREE
OF ORGANICS 4 CONSTRUCTION
DEBRIS
ELEVATION
5EC;MENTAL WALL
42" HT., 2" SST FENCE PIPE, 4' O.G.
LS
-►4♦ BAR, 16" 0. C., 4' LENGTH
IMBED )EDFIINEO POUREDI SUB SLAB
3XT GE05YNTHETIC
_MIRAGRID
ALTEF NATE COURSES
SEGMENTAL WALL-TREMRON
KEYSTONE COMPAC III' WALL
_
BLOCK W/ FIBERGLASS PINS
8"h x IS"W x 12"d
-.--FINISHED GRADE (VARIES)
SEGMENTAL WALL TREMRON
_
CONCRETEBLOCK
WG/FIBERGLA55
3' WIDE x 12" DEEP GRAVEL
WALL ®ASE FOOTING. LINE
TRENCH WITH FILTER FABRIC
ORIGINAL GRADE SAND, FREE
OF ORGANICS 4 CONSTRUCTION
DEBRIS
EUTHENICS
STUD 10
LAND ARCHITECTURE
COMMUNITY PLANNING
URBAN DESIGN
904 333 1483
ksllmoreecomuetnel
Fi_ORIDA REG. NO. 1*0
GEORGIA REG. NO. 668
La
U
z
w
Q
W z o
AL LLI
W Q
Lu
W a' ~
z Q
Lu
U-
0 -
POOL
SECTION5
DATE ISSUED
APRIL 5, 2016
REIASION5
DEC 1 2016
La or 12
COASTAL
CONTROL
I--- CONSTRUG ION
LINE
/ TWO STORY FRAME
RE NGE
ON9 STORY FRAME 1633 W I (GARAGE LOT 1
WALL MOUNTED
z I STAIR LIGHTS
Lu 4' MTNG. HT.
Ex8T b" A/C
z LIVE'6 "'— WALL MOUNTED
U I PE SCONCE LIGHTS
6' MTNG. HT. UNDERWAT
Lu ER i i
WALL MOUNTED POOL LIGHTS
SCONCE LIGHTS
SIDENCE 6' MING. HT. c TWO STORY FRAME
�9bt FL OR GARAGE COURTYARD RESIDENCE POOL
Ind Fl.�ooR - RESIDENCE COURTYARD
7
x8.01 IFFE-21.26' p ELEV. 19.85' 1
FFE-21.28'
I I ELEV. 21.0'
i O I
GA E LEVEL HOODED STAIR
ELE . 8.80' I `PATH LIGHTS, 15" HT. I i O11
x
IERION
CONTROL
CONTROL LINE
CONSTRUCT ON ONE ASTAL STORY FRAME
/ RESIDENCE
/ I 1619
/ I
SEE SUPPLIED CUT SNEETS AOR LIGxNTING� PRODUCTS SPEGIPICS
LIG3I4TING; SCHEDULE / KEY MOUNTING WILDLIFE
QTY. SYM +-IEICsHT CERTIF NUMBER LOCATION
2
8 O
16
5 j17
LIGHT DESCRIPTION
LICsHT BULB TYPE
INTELLIBRITE 5 G UNDERWATER POOL AND
12 VOLT, 26 WATT, AMBER LED
18" BELOW
POOL COPING
2015-015
1 - IN POOL
I - IN SPA
SPA LIGHT
THOMAS TURTLE LIGHT WALL SCONCE
120V, PAR 20 LED, AMBER, 13 W
6' HT.
2001-028
WALL SCONCE
GAT i 51-9210-1
BEACHSIDE LIGHTING - R3A
12 V, MR 16, LED, 5W AMBER
16,.
2010-014
PLIGH SOS
CAT " P5HO105R
CAT i LED 1156 RED
KIGHLER DECK DOWN LIGHT -15063 -OB
12 VOLT, 6.5 WATT LED
4'
COURTYARD STEP WALLS
RWA
w
GAT. 16110GRY21
15593GLR
STEE11L
EUTHENIC5
5TUD 10
904 333 1483
kollmorNeomce6tno1.
FLORIDA REG. NO. (Iia
GEORGIA REG. NO. iie
U
Q
ol z z o
F
� Lu
Luul
Q U Q
�3-ZwLu ED m
F- N
F-
LU
LL
L
LIGHTING
PLAN
DATE IOWED
JULY 15, 2016
I-VIBIONB
I7EG 1 91016
SCALE
oN
24" x K"
L12OF 12
VGB Series
Features
For single or multiple drain use (see
installation instructions for plumbing,
hydrostatic valve/drain pipe and
single or multi -pump connections)
Single
Floor: 236 GPM at 3.4 fps
Wall: 136 GPM at 1.9 fps
Floor/wall: 106 GPM at 1.5 fps
Floor/wall: 70.4 GPM at 1.0 fps
22.6 square inch opening
#316 stainless steel screws
PVC sump (standard)
Manufactured from superior
UV -resistant engineered polymers
Three ports: bottom 21/]" OD,
2" ID S/S; inside 2" threaded FPT;
two 2" threaded plugs included
All components meet or exceed ANSI/APSP
16.2011 and NSF/ANSI 50-2009a national
standards and ASTM G154 UV testing
exposure
Orange disposable plastic pre-gunite/
plaster insert keeps debris out and retains
sump shape during construction
Does not require use of transition glue
Replace every five years from the date
of installation
4 per case
STANDARD COLORS
101 104
. 102 ■ 105
103 108
Also available as sump only
p/n 32CDPxxx
4 per case
32" Channel Drain Anti -Entrapment
Suction Outlet Cover and PVC Three -Port
Manufactured Sump
The AquaStar line of suction outlet covers, compliant with the Virginia Graeme -Baker
Pool and Spa Safety Act (ANSI/APSP 16-2011 and NSF/ANSI 50-2009a)
The Unblockable!
With sump (concrete pools)
Part # 32CDAVxxx
--- 32-19/32 5116
3-27/32
j 5/16
4.11/32
10 I 10
2-112" spigot x Z" socket x 2"NPT
Two drains in one!
Also available cover only 1. 32" three -port manufactured sump bucket
without sump/frame 2. 32" anti -entrapment suction outlet cover
p/n 32CDAVNFxxx 3. 32" channel drain, plaster shield
40 per case 4. 2" NPT plug, qty 2
5. #10 x 3/4" flat head Phillips type -a screw, 316 ss, qty 16
VGB 2oo8 Compliant
P877-768-2717 F877 -276 -POOL Outside the US: P +1-805-620-5060 F+1-949-336-1940
info@aquastarpootproducts.com www.aquastarpoolproducts.com
INTELLIPR®° VARIABLE SPEED
HIGH PERFORMANCE PUMP
STA- R ITE
Includes 2 in.
NPT Slip Unions
IntelliPro
Variable Speed Pump
Protected by U.S. Patent No., 7,686,587. 7,854,597, 0611,430,
D606.562; 8,043,070; 8,469,675; 8.573.952 and Patent Pending and all
corresponging foreign counterparts.
IntelliPro Variable Speed pumps combine variable drive technology, onboard digital intelligence, and permanent magnet motors
(used in hybrid cars) to reduce pump-retated energy costs by up to 90%!
Ordering Information
Primary Port Size Carton
Fulf Load kW HP SF SFHP FRED. Listings and (NPT) Wt. ILbs.)
Product Description Voltage Amps Certifications'
• UL 1, NSF CSA 3, 2in. x2in. 47
P6E6VS4H-209L IntelliSpeed fable 230 16 3.2 3 1.32 3.95 50hz/bOhz APSP`
Speed
1
521109 IntelliCom 2 - Rated 9 - 24 VDC with 4 inputs 2
350122 Communication Cable - 50 It. - Included with pump
'UL' indicates that pump bears a specific UL mark signifying evaluation
to U.S. Standards UL1081 for Permanently Connected
Swimming Pool and Spa Pumps and to Canadian Standards CAN/CSA
C22.2 No. 108-01 Liquid Pumps For Swimming Pools only (Enclosure 31.
'NSF' indicates that pump bears a NSF mark signifying evaluation. to
NSF Standard 50 For Selt-Priming Centrifugal Pumps For Swimming
Pools Only.
'CSA' indicates that pump bears a CSA mark signifying evaluation to
Refer to catalog page 45 for a selection of 2 -Pole GFCI
breakers which offer 6 milliamp personnel protection while
meeting NEC 2008 Standards for Pool Pumps.
Canadian Standards CAN/CSA C22.2 No. 108-01 Liquid Pumps For
Swimming Pools Only (Enclosure 31.
'APSP' Pump has been evaluated to ANSI/APSP/ICC-15 and California
Title 20 and is certified to use on Residential Swimming Pool Filtration
Systems.
s Product may have been evaluated to other state and local regulatory
standards. Listing status may change. Always confirm status with
appropriate agency if in doubt.
HighLights
Featured
�4.
• Ability to program exact pump speeds for specific
.C0F ®
operations - filtering, heating, cleaning, spa jets, water
select
features and more -reduces energy costs up to 90%
E , - c i
• 8 speed settings and on -board scheduling LCD screen
PENTAIR
with keypad for easy programming
• Uttra-efficient permanent magnet motor design
reduces noise and vibration for greater efficiency and
0—
longer pump life
• Fully compatible wtih IntelliTouch®, EasyTouch®,
SunTouch® Automation and other pool control systems
Appliance
• Operates seamlessly on 50 hz or 60 hz input power.
when operating on 50hz or 60 hz.
Efficiency
Flow/speed are constant
b- Database
• Includes 2 in. NPT Slip Unions
Protected by U.S. Patent No., 7,686,587. 7,854,597, 0611,430,
D606.562; 8,043,070; 8,469,675; 8.573.952 and Patent Pending and all
corresponging foreign counterparts.
IntelliPro Variable Speed pumps combine variable drive technology, onboard digital intelligence, and permanent magnet motors
(used in hybrid cars) to reduce pump-retated energy costs by up to 90%!
Ordering Information
Primary Port Size Carton
Fulf Load kW HP SF SFHP FRED. Listings and (NPT) Wt. ILbs.)
Product Description Voltage Amps Certifications'
• UL 1, NSF CSA 3, 2in. x2in. 47
P6E6VS4H-209L IntelliSpeed fable 230 16 3.2 3 1.32 3.95 50hz/bOhz APSP`
Speed
1
521109 IntelliCom 2 - Rated 9 - 24 VDC with 4 inputs 2
350122 Communication Cable - 50 It. - Included with pump
'UL' indicates that pump bears a specific UL mark signifying evaluation
to U.S. Standards UL1081 for Permanently Connected
Swimming Pool and Spa Pumps and to Canadian Standards CAN/CSA
C22.2 No. 108-01 Liquid Pumps For Swimming Pools only (Enclosure 31.
'NSF' indicates that pump bears a NSF mark signifying evaluation. to
NSF Standard 50 For Selt-Priming Centrifugal Pumps For Swimming
Pools Only.
'CSA' indicates that pump bears a CSA mark signifying evaluation to
Refer to catalog page 45 for a selection of 2 -Pole GFCI
breakers which offer 6 milliamp personnel protection while
meeting NEC 2008 Standards for Pool Pumps.
Canadian Standards CAN/CSA C22.2 No. 108-01 Liquid Pumps For
Swimming Pools Only (Enclosure 31.
'APSP' Pump has been evaluated to ANSI/APSP/ICC-15 and California
Title 20 and is certified to use on Residential Swimming Pool Filtration
Systems.
s Product may have been evaluated to other state and local regulatory
standards. Listing status may change. Always confirm status with
appropriate agency if in doubt.
KINE
90
80
V 70
3
0
60
W
C
.a
to
50
u
CT 40
A 30
20
10
0
INTELLIPRO° VARIABLE SPEED
HIGH PERFORMANCE PUMP (CONT'D)
Intel iPro Variable Speed Pump
Dimensions and Performance
MAX SPEED- 3450 RPM
SPEED - 3110 RPM
1
FACfORYPRESET
SPEEDS
-3110 RPM
-2350 RPM
-1500 RPM
-750
RPM
SPEED 3 - 2350 RPM
I
SPEED 2 -150D RPM
SPEED 1- 750 RPM
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
Plow Rate in US GPM
Note: IntettiPro VS+SVRS minimum speed is 1100 RPM
1075
See page 534 for replacement parts.
SYSTEM:2T11 MODULAR MEDIA FILTERS
PEM SERIES FIIJERS
System:2 Modular Media Fitters
PLM Series
Featured Hightights
• Typical Installation - aboveground pools, inground pools,
and inground hot tubs
• Quality Construction - Durable two-piece tank housing
constructed of rugged ABS thermoplastic to ensure a
tong -tasting tank life
• Easy Access- Posi-Ring' Locking Ring provides fast
access to tank internals
• Innovative Design - The innovative balanced flow design
first introduced with the System :3 Mod Media fitter is
now available in the smaller System:2 fitter, virtually
maintenance -free operation for pools of all sizes
• Low Maintenance -Complete media coverage combined
with shallow pleats means greater dirt holding
capabilities, resulting in longer filter cycles and less
cleaning
• Large Drain Plug - Filter includes 2 in. NPT Drain ports,
which are provided with reducer bushing and 1-1/2 in.
drain plug
Sta-Rite's modular media filtration is the perfect match for both the inground and aboveground pool markets. Advances in media
technology and balanced flow design provide dirt -loading capabilities up to 15 times greater than sand filters of equivalent
size. Virtually maintenance -free operation for today's pool owner. The small diameter footprint makes the System:2 fitter a
perfect fit for new and retrofit installations.
Modular Fitter Tanks allows for quick change of fitter medias without changing the tank. Contemporary style and matte black
finish looks attractive in any pool setting.
Ordering Information
Turnover Capacity (in Gallons)
Product
Effective Fitter
Flow Rated
(Flow Rate x 60 x Flours)
Tank Port
Carton
Area (Sq. Ft.)
GPM (Sq.. Ft.)
Size
Wt. (Lbs.)
6 Hour
8 Flour 10 Hour
t • MEDIA FILTER - PLM SERIES
PLM100
100
38-100
14-36,000
18-48,000 23-60,000
2 in.
41
PLM125
........... _
125
47-125
17-45,000
22-60,000 28-75,000
2 in.
42
PLM150
150
56-150
20-54,000
27-72,000 34-90,000
2 in.
43
PLM175
175 -
66-150
24-54,000
31-72,000 39-90,000
2 in.
44
PLM200
200
75-150
27-54,000
36-72,000 45-90,000
2 in.
45
PLM300
300
113-150
41-54,000
54-72,000 68-".000
tin.
53
Based on NSF
recommended flow rate for commer6at at .375
GPM per
Note: Operat:nq Limits — maximum continual
operating
pressure of
square foot.
50 PSI. Pool/spa (batherl applications,
maximum operating water
Note: No backwash valve required.
temperature linternat fitter) 104°F l40°C).
SYSTEM:2T"" MODULAR MEDIA FILTERS (CONT'D)
PEM SERIES FILTERS
Ordering information
Description Garton Wt. (Las.)
27002-0100S
100 Sq. Ft. Replacement Module for PLM100
11
_.. _.... ...... ...
27002-0125S
125 Sq. Ft. Replacement Module for PLM125
27002-0150S
150 Sq. Ft. Replacement Module for PLM150
12
27002-01755
175 Sq. Ft. Replacement Module for PLM175
13NET
27002-02005
200 Sq. Ft. Replacement Module for PLM200
14
27002-0300S
300 Sq. Ft. Replacement Module for PLM 300
14
U78 -820P
2 in. x 1-1/2 in. Pipe Reducer Bushing
8 oz.
27001-0130S
Spring Check Valve
1
20
18
16
14
c
'Q 12
10
8
d
a` 6
4
2
0
MAX. FLOW .
RATEPLM125
MAX. FLOW
RATE PLM 100
0 10 20 40 60 80 100 120 140 160
Flow Rate in Gallons per Minute
PLM 100,
PLM125,
PLM 150.
PLM175,
PLM200,
PLM300
Dimensions and Performance
11�
All dimensions shown in inches.
See page 393 for replacement parts.
"IS
300-29x 300-99
300-00
no
Y
Y
Rainbow Chlorine and Bromine Feeders
Years of customer use and satisfaction have proven Rainbow
feeders to be the performance leader in pool & spa chemical
dispensers.
Ordering Information
* 300 and 320 series feeders available in clear amber
for easy tablet level monitoring
• Completely enclosed system - no special
venting required
• No escaping gases
50 PSI maximum operating pressure
In -Line Feeders
® 320 Series. For per instattation in return tine of new
or existing pools or spas. Installs in return line on pressure
side of pump downstream of all equipment. Standard with 2
in. slip PVC fittings and adapters for 1-1/2 in.
Off -Line Feeders
• 300 Series. Retrofits into existing pools or spas.
Operates on pressure side of pump. Uses 1/4 in.
feeder hoses, control valve and fittings.
Output rating for Bromine is not NSF Certified.
Product
Model
Description
Carton Qty.
320
no
Y
Y
Rainbow Chlorine and Bromine Feeders
Years of customer use and satisfaction have proven Rainbow
feeders to be the performance leader in pool & spa chemical
dispensers.
Ordering Information
* 300 and 320 series feeders available in clear amber
for easy tablet level monitoring
• Completely enclosed system - no special
venting required
• No escaping gases
50 PSI maximum operating pressure
In -Line Feeders
® 320 Series. For per instattation in return tine of new
or existing pools or spas. Installs in return line on pressure
side of pump downstream of all equipment. Standard with 2
in. slip PVC fittings and adapters for 1-1/2 in.
Off -Line Feeders
• 300 Series. Retrofits into existing pools or spas.
Operates on pressure side of pump. Uses 1/4 in.
feeder hoses, control valve and fittings.
Output rating for Bromine is not NSF Certified.
Product
Model
Description
Carton Qty.
Carton Wt. [Lbs.]
Holds 11 targe or 98 small Bromine or stow dissolving Trichlor tablets.
R171096'
320
Treats 6,500 to 27,000 gallons bottom teed and 18,000 to 70,000 gallons
1
30
top teed.
Holds 11 targe or 98 small Bromine or stow dissolving Trichtortablets.
R171218'
320C
Treats 6,500 to 27,000 gallons in a bottom feed configuration and 18,000
1
30
to 70,000 gallons in a top feed configuration with see-through amber
body
R1710161
300
Holds 11 large or 98 small tablets. Treats 12,000 to 48,000 gallons.
1
26
R17102T
300C
Holds 11 large or 98 small tablets. Treats 12,000 to 48,000 gallons with
1
26
see-through amber body.
R171026
302
Spa feeder. Includes spa chamber. Treats 500 to 2,000 gallons.
1
28
Holds 15 small tablets_
R1710561
300-19
Spa feeder includes double -capacity 19 in. chamber.
1
5
Treats 13,000 to 52,000 gaiions.
R1710661
300-29
Spa feeder includes triple -capacity 29 in. chamber.
1
6
Treats 14,000 to 57,000 gallons.
Heavy duty 1/2 in. controtvalve and tubing optimizes flow and erosion to
R1710707
300-29X
provide larger amounts of sanitizes Dispenses 8.5 tbs. of 1 in. Trichlor
1
8
Tablets in 24 hours. Holds 29 targe or 237 small tablets. Treats 80,000 to
322,000 gallons.
High capacity for 1 in. hard plumbing installations Holds 15 lbs. of
R171215'
HC -3315
tablets. Treats up to 20,200 gallons with Bromine and up to 97,600 gallons
1
9
with Trichtor.
High capacity for 7 in. hard plumbing installations. Holds 30 tbs. of
R1712301
HC -3330
tablets. Treats up to 40,000 gallons with Bromine and up to 160,000
1
12
gatlonswith Trichtor.
High capacity for 1 in. hard plumbing installations. Holds 40 tbs. of
R1712401
HC -3340
tablets. Treats up to 61,000 gallons with Bromine and up to 332,000
1
14
gallons with Trichlor.
Nota_ Rainbow Automatic ChlorineiBromine ieeders are #or use wi,.h siow dissuiving trn.:htor or bromine tablets only.
NSE }fisted for public or res+dentia? use in Swimming Pools, Spas or Hot Tubs using t" Trichl r tablets and when used with a flow indicating device such
as a Rainbow Model, # R172030. Output rating for Bromineis.not NSE Certified.
See pages 578-582 for reptacernent parts.
GLOB RITEO" WHITE AND COLOR LED LIGHT
UNDERWATER LED EIGHTS FOR S,AIII~ MING POOLS AND SPAS
Featured Highlights
• The brightest and most efficient
LEDs available GloBrite LED Light
• Can be placed in as little as 4 in. Fiberglass Niche e l e c t
of water even in the floor pointing up
• Does not require grounding or bonding > PertTAlR
for quick and easy installations
• 5 brilliant fixed colors and 7
pre-programmed light shows
• Compatible with IntelliTouch® or ice• C!oBrte LEG might
EasyTouch® Controt Systems for Vinyl Niche
advanced control features
• Compatible with gunite, fiberglass GloBrite LED Light
and vinyl pools Concrete Niche
GloBrite LED Lights use advanced technology for energy-efficient, ;high quality tight displays, delivered with enhanced LED
brightness and superior optics, white using 18% less energy than other shattcw water LED lights. Gtobr ite lights are compatible
with lnteltiTouch and EasyTouch control systems and inteLliBrite 5g LED pool tights. GloBrite LED lighting is a brilliant way to
showcase and enhance pool features like baja shelves; steps, beach entries and shallow water features_
(vote: Only GtoBrite white Lights have two dimming levels. GtoBrite cotor tights cannot be dimmed.
Card Carton Carton
Product Voltage Wattage length Qty. Wt. (Lbs.)
(Ft.)
602053 12 15W 30 1 5
602054 12 15W 50 1 6
602055 12 15W 100 1 9
602056 12 19W 15n 1 12
Product
Description
Ordering Information
Carton Wt. (Lbs.)
620040
Gunite Mcge for Gto8rite (includes white, blue, black, grey and tan rings)
Cord
Carton
Garton
Product
Voltage
Wattage
Length
Qty.
Wt. (Lbs.)
1.3
620093
Fiberglass Niche for GtoBrite (blue)
(Ft.)
1.3
620094
602102
12
15W
30
1
5
602103
12
15W
50
1
6
602104
12
15W
100
1
9
602105
12
15W
150
1
12
Product
Description
Carton Qty..
Carton Wt. (Lbs.)
620040
Gunite Mcge for Gto8rite (includes white, blue, black, grey and tan rings)
1
1.3
620039
Vinyl Niche for GloBrite (includes white, blue, and grey ringsl
1
1.3
620041
Fiberglass Niche for GloBrite (white)
1
1.3
620093
Fiberglass Niche for GtoBrite (blue)
1
1.3
620094
Fiberglass Niche for GloBrite (grey)
1
1.3
619993
1 GloBrite Color 100 ft. with 30OW Transformer + Gunite Niche
1
25
619994
2 GtoBrite Color 100 ft. with 30OW Transformer + 2 Gunite Niches
1
40
620051
1 GloBrite Color 100 ft. with 30OW Transformer+ Fiberglass Niche
i
25
620052
2 GloBrite Color 100 ft. with 30OW Transformer + 2 Fiberglass Niches
1
40
620080
1 GloBrite Color 100 ft. with 30OW Transformer +Vinyl Niche
1
25
620081
2 GloBrite Color 100 ft. with 30OW Transformer + 2 Vinyl Niches
1
40
GLOSRITE° WHITE AND COLOR LED LIGHTS (CONT`D)
DNDERWAi ER LED LIGHTS FOR SVVIMMING POOLS AND SPAS
Ordering Information
619963 12V -14V 30OW
620314 GtoBrite LED Light Glare Shield
Act Pentair UL Listed underwater tights are certified
for use in fresh water with up to 6,000 ppm salinity.
Dimensions and Certifications
See page 488 for reptacernerit parts.
12
Carton My.
Carton Wt. (Lbs.)
Product
Description
30OW Transformer+ 2 Gunite Niches
1
40
602106
2 GloBrite White 100 ft. with
602707
2 GtoBrite White 100 ft. with 300W Transformer+ 2 Fiberglass Niches
1
40
602708
2 GtoBrite White 100 ft. with 300W Transformer. 2 Vinyl Niches
v
40
• o >'.
s10 N
619962
12V -14V 100W
1
12
619963 12V -14V 30OW
620314 GtoBrite LED Light Glare Shield
Act Pentair UL Listed underwater tights are certified
for use in fresh water with up to 6,000 ppm salinity.
Dimensions and Certifications
See page 488 for reptacernerit parts.
12
SQ110
S0120
SQ155
SQ175
SQ166R
BTU
80/80/80* 100,000
113,000
135,000
143,000
126,000
80/80/63'* 93,000
106,000
127,000
134,000
120,000
80/50/63** 63,000-
73,000
86,000
90,000
71,000
Coefficient of Performance
80/80/80* 6.1
6.1 6.4
6.5
5.6
80/80/63** 5.7
5.7 6.0
6.1
5.3
80/50/63** 4.1
4.0 4.3
4.3
4.0
Operates down to OF mid to low 40s
mid to low 40s mid to low 40s
mid to low 40s
mid to low 20s
Refrigerant R410A
R410A R410A
R410A
R410A
Electrical
Heat or Heat & Cool H
H H
H
H& C
kW Input 4.8
5.5 6.2
6.4
6.6
Voltage/Hz/Phase 208-230/60/1
208-230/60/1 208-230/60/1'
208-230/60/1•
208-230/60/1•
Minimum Circuit Ampacity 39.8
41 A 41.4
41.4
41.4
MinmumlMaximum Fuse Size 40/60
50/60 50/60
50/60
50/60
Waw Flow
Minimum/Maximum (gpm) 30/70
30/70 30/70
30/70
30/70
Physical
Weight (lbs) 257
282 293
328
255
Size (lengthxwidthxheight) 37"x34"x41"
37"x34"x41" 37"x34"x45"
37"x34"x45"
37"x34"x45"
Shipping
Weight (Ibs) 315
340 355
390
315
Size (lengthxwidthxheight) 40"x36"x46"
40"x36"x46" 40"x36"x50"
40"x36"x50"
40"x36"x50"
Sound t vel iDiit►s a# 10 ft. ;: 5500 55 dB 55 dB 55 dB
55 dB