1629 BEACH AVE DWGSADJACENT 3 HOMES
GENERAL FURTHEST
FLOOD I FLOOD
I "PERMIT -CVERTICAL ONSTRUCTION I EROSION ZONE I ZONELE �
"IAO I LINE -- CONTROL Ao' � vE'
------
If---------------
V I , i I I DIMENSIONS SHOWN ARE
1 I TO EDGE OF WATER
1 I i I
/ COASTAL
CONTROL TWO ST FRAME
i l L �STRUGTION RESID CE RGOFED
/ Tt�OD
LOT i -rte I PAVER I I
PATIO I
i I APPROXIMATE
/
;11_�r
EDGE OF
NEW MASONRY STEPS I I VEGETATION
I NEW MASONRY STEN WALL\ _''AND SET PA �t1ALKWA7 SEGMENTAL WALL EDGE I - - — I — — _ _ II _ _ _ _ — _ _ — _ _ — -- -
- y5 9
SAND SET PAVER WALKWAYS
I I
II ONE
1 I
COASTAL
/ IF— CONTROL
LIONSTRUGTION
I
I
I
I
I
I
•
1
g \\ ` ` xts
D TEP LM, TYP
MAXIMUM IMPERVIOUS AREA:
B3e--_
N'W PAVER
f
91DENGE
G I URTY TWO STORY FIG
APARTMENT/GARAGE
IN RL %212 FGE
2 .oA, •2o.B` RESIDENG
xa. •e.1° $
a,e-�ceioe++c�
xB.51�E-2126'
•2`' "1631
I FFE-2128'
81B
x �-
649 SQ. FT.
9 1
1,294 SQ. FT.
DRIVEWAY
345 SQ. FT.
D IVra.
5,749 SQ. FT.
ILL�A�
NEIU T VERTV4E
P OL BECK
SAND SET PAVER WALKWAYS
I I
II ONE
1 I
COASTAL
/ IF— CONTROL
LIONSTRUGTION
I
I
I
I
I
I
•
1
g \\ ` ` xts
D TEP LM, TYP
MAXIMUM IMPERVIOUS AREA:
B3e--_
I
T x.5
I
zt
I I lxt2.6 �5 i5 ztt9
7.
i ' ) i x12
APARTMENT/GARAGE
934 SQ. FT.
COURTYARD PATIO
904 SQ. FT.
AC / POOL EQUIPMENT PADS:
131 SQ. FT.
WALKWAYS & STEPS
649 SQ. FT.
9 1
1,294 SQ. FT.
DRIVEWAY
345 SQ. FT.
TOTAL:
5,749 SQ. FT.
ILL�A�
NEIU T VERTV4E
P OL BECK
Ott
I
r� I i
I
B.t
POi>L
COMPLC7 1 `1 ) c
xt2
NEW RAVRTINE
x5.5
\\�G�pZ�`I
I
I + 5
\I
I
a
M
PO L DEEiK
AREA'\
P41, TYP.
oo
'
(W/FILL,'
I ao
I II
I
q
p,•xe,7
r'JI�
�. iGATE
xI
-x11
I ,t
r
10
I.1 - 5.tIf - _
SEASONAL
HIGH WATER
x
SET PAVER WALKWAY
x .'2
7NRY SGREENxtWALL SAND
I SEGMENT
L WALL EDGE
xe7
8010
I
LINE -ELEV. 985'
I
OIZ
Z
m
TORY FRAME I
i
>1
I
1619 I
�
ojm
I�
EROSION
Imo— CONTROL
I g
PAVER
T. I PATIO
LINE
>
I o!
---- -- i-----
_T--
GENERA
— PERMIT
I�LINE
ADJACENT HOMES
FURTHEST
�?
�— VERTICAL
CONSTRUCTION
xi AO
LINE
51TE FLAN - 1(o29 5EACG l ,4\ENUF=
L3
xo.5
II xt.6 II xo.�
MEAN
WATER
LINE - ELEV. 22'
x-Ox_t.o
SITE DATA - IMPERVIOUS / PERVIOUS CALCULATIONS
SITE AREA:
13,476 SO. FT.
MAXIMUM IMPERVIOUS AREA:
50% (6, 738 SO. 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%B
1V
3002 Fhdllp5 d4 vaq
Jack5arvdle, FL 52207
( 904) 858-4300
WWW,crPM1pod5im.com
OO
0
0_5
-7
3"foE
KOJFCT INFORMATION
:AAWING rlt�,
5111 PAN
SCALP;
PATE 3,10,19
PMWN Py: JRA
A/C [A/c]
SAND
PAVER!
S
L9
TWO STORY FR,,
zl.za' RESIDENCE
1629
FFE -21.28'
INFINITY POOL
21.2e' g RLSf 12' x 32'
+0
3 CM TRAVERTINE BULLNOSE 3 CM TRAVERTINE I!
CEA. SIDE) SPA COPING - I' x Y B POOL COPING
CPOOL DECK - Le
TRAVERTINE MUD SET AREA OF FILL
PAVERS ON CONCRETE
SUS -BASE
16 x I6 ON 45'
TRAVERTINE STEPS 6 x 12 SOLDIER BORDER
4
SEE E -L8
PROPOSED /
EA. SIDE I /
ENTAL WALL
0 /
I
I
I /
I �
TROUGH /
I
SHOTCRETE I
_ POOL WALL /
GRANITE UIEIR CAP
/
I
AL WALL
DATE PALM / PLANTING1 D t'' PUNTING •
+ TYP. ! I La Lal I /
1935' /
BASE g I+ i 1+ I I+ ( \
_ �1A
X 1 g,1 SAND SET CONCRETE PAVER PATH
ONE STORY FRAME
1619
EUTHENICS
STUDIO
AND ARCHITECTURE
:On'LNITY PLANNING
URBAN DESIGN
904 333 1463
k/Ilmord.GGmG&$tnst
°LOMPA REG. N0.116t
RG
bEOIA REG. NO. 668
POOL
LAYOUT
PLAN
APRIL S, 2016
N
O
24" x 36"
NORTH
SHEET
L5OF12
TWO STORY FRAME
1633
�i
NEW CMU
SCREEN WALL
138' LF
w
5 8"
--- \ PROPOSED
DATE PALM
\
\\ PLANTING \\ TYP. \
x15.5 2.. STAINLESS
AND 4 -SST CA
BOLTED TO DI
/
RTINE
?ONE BASE -
-
•
ID
\ \
�\ \\
PL
I ANTING
b x 12 SOLDIER BORDER
POOL
PLANTER
b x Ib ON 45' POOL DE K -
TR RTI MUD SET
EQUIPMENT
PAVERS
CONCRETE
SUB -BASE
41' - 0"
AREA OF FILL
9 m"
b" MEXICAN BEACH PEBBLEIro
BAND BEHIND COPING
INFINITY POOL
21.2e' g RLSf 12' x 32'
+0
3 CM TRAVERTINE BULLNOSE 3 CM TRAVERTINE I!
CEA. SIDE) SPA COPING - I' x Y B POOL COPING
CPOOL DECK - Le
TRAVERTINE MUD SET AREA OF FILL
PAVERS ON CONCRETE
SUS -BASE
16 x I6 ON 45'
TRAVERTINE STEPS 6 x 12 SOLDIER BORDER
4
SEE E -L8
PROPOSED /
EA. SIDE I /
ENTAL WALL
0 /
I
I
I /
I �
TROUGH /
I
SHOTCRETE I
_ POOL WALL /
GRANITE UIEIR CAP
/
I
AL WALL
DATE PALM / PLANTING1 D t'' PUNTING •
+ TYP. ! I La Lal I /
1935' /
BASE g I+ i 1+ I I+ ( \
_ �1A
X 1 g,1 SAND SET CONCRETE PAVER PATH
ONE STORY FRAME
1619
EUTHENICS
STUDIO
AND ARCHITECTURE
:On'LNITY PLANNING
URBAN DESIGN
904 333 1463
k/Ilmord.GGmG&$tnst
°LOMPA REG. N0.116t
RG
bEOIA REG. NO. 668
POOL
LAYOUT
PLAN
APRIL S, 2016
N
O
24" x 36"
NORTH
SHEET
L5OF12
A/C A/C
TWO STORY FRAME
1633
NEW CMU
SCI�EN WALL
136' F
SET TRAVERTINE
tS ON 919 STONE BASE ✓�
POOL PLANTER +
EQUIPMENT
TIDO STORY FRA!"IE
21.25' RESIDENC
"f
1029
FFE -21.25'
20.62'
+11.5'
F- SPAS
21.25' I n.15' I
+ + 20.95' +.
L — J
21.5'
x18.3
�\ x 15.5/
/0
20.62'+
5' x 5' SAWCUT FRANGIBILITY
GRID ON CONCRETE DECK /
SUB -BASE ,
I
210-
INFINITY
1.0' INFINITY POOL
12' x 32'/
+20.58' SHOTGRETE
141W POOL WALL
WEIR K GRANITE /
14.65+% / -
13.5' N / /'
ONE STORY FRAME
1619
EUT�-4ENIC5
STUD 10
LAND ARCHITECTURE
:OMMLINITY PLANNING
URDAN DESIGN
W4 333 1463
kallmoreocomeastn6t
FLORIDA REG. NO. 1160.
GEORGIA PEG. NO. 666
POOL
GRAD ING
PLAN
DATE ISSUED
141• x \1-1
NORTH
WEFT
L(oOF 12
20.62'
20.82'
20.62'
r7 1
+ • � / l
1932'
190' 8.0'
I l • I �
11.0'/ 1� 0' I 15.0
�I
I 14.0'
I •I /
NEw ahu
�1 WI LEN WALL '—PAVERS ON 95
STONE BASE �
+ +
11.L
x 1 8.1
CON
RUCT WALL IN
SAND SET CONCRETE PAVER PATH
5' P
LS FOR FRANGIDILITY
fL
ONE STORY FRAME
1619
EUT�-4ENIC5
STUD 10
LAND ARCHITECTURE
:OMMLINITY PLANNING
URDAN DESIGN
W4 333 1463
kallmoreocomeastn6t
FLORIDA REG. NO. 1160.
GEORGIA PEG. NO. 666
POOL
GRAD ING
PLAN
DATE ISSUED
141• x \1-1
NORTH
WEFT
L(oOF 12
GENERAL NOTES AND SPECIFICATIONS
,
- r------� . ,
DESIGN CRITERIA
FLORIDA BUILDING CODE 2014 - RESDENTIAL
I
REINFORCED QnNCRFTF
--
ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE
LIVE LOADS:
FABRIC SHALL CONFORM TO ASTM A185.
POOL DECK
40 PSF
ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS.
6LLOWABLE UNIT STRFSIFe
CONCRETE: (PER ACI 31B)
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
CONCRETE:
SLAB ON GRADE
V
OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS
STRUCTURAL POOL SHELL
f'c = 3000 PSI
f'c
SHALL BE PLASTIC DIPPED AFTER FABRICATION,
STRUCTURAL GRADE BEAMS
4000 PSI
f'c 4000 PSI
ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION
STRUCTURAL PILE CAPS
CC = 4000 PSI
OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.D.N. ALL
AUGERCAST CONCRETE ANCHOR PILE
f'c = 5000 PSI
WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY,
WHERE REQUIRED, DOWELS
REINFORCEMENT:
DRAI
SEEI
SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N.
SOIL BEARING PRESSURE:
ASTM A615 - GRADE 60
2500 PSF
1
SUPPLEMENTARY NOT S
AU • R A T ON RETE ANCHOR PIIF-
'MINIMUM
NIMUM 18DIAMETER
11
PS -2
VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS.
2 16'-0" LENGTH
ELECTRICAL, AND POOL DRAWINGS,
3 REINFORCE W/ 6-#5 w/ #3 TIES AT
4 CONCRETE CC = 4000 PSI
12"o.c
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR
5) PILE CAPACITY SHALL BE 20 TONS.
CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR
OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR
THE FAILURE
R INFOR I) CONCRETE
OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE
CONTRACT DOCUMENTS.
ALL CONCRETE WORK SHALL CONFORM TO
ACI 318 AND ACI 301, CONCRETE MIX DESIGNS
THE REQUIREMENTS OF THE LATEST EDITION
SHALL BE SUBMITTED
)F
PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID
AND APPROVAL OF THE STRUCTURAL ENGINEER.
FOR THE REVIEW
EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE
CONSTRUCTION. DURING
UNLESS OTHERWISE SHOWN ON DRAWINGS,
FOLLOWS:
MINIMUM COVER FOR REINFORCING SHALL BE
AS
IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE
SLABS ON GRADE
SOIL,
THE ENGINEER SHALL BE NOTIFIED,
STRUCTURAL POOL SHELL
STRUCTURAL SPA SHELL
CENTERED
2"
TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF,
GRADE BEAMS AND PILES
2"
3„
THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS
CONCRETE MAXIMUM WATER CEMENT RATIO:
ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE.
STRUCTURAL POOL SHELL SLABS AND WALLS 0.42
CONCRETE PILE CAPS AND
THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT
GRADE BEAMS
AUGERCAST ANCHOR PILE
0.42
DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 62B-33.007(5)(m)(n).
0.46
REINFORCMENT:
ASTM A615 - GRADE 60
WELDED WIRE FABRIC
ASTM A185
SOIL BEARING PRESSURE:
20DO PSF
i-3"
1'-3' 1'-3•
-7 1 1 ?
rs
,
- r------� . ,
I
1
I
--
---- -
STEPS I I I I
V
3 3' I I I I
I
1 SPA3 I I POOL I I
PS -1
I
e
q
8" THICK CONCRETE I
DRAI
SEEI
1
- STEPS I I EACH W5 BOTTOM I I
11
PS -2
PS -1
--- —
-j
/ SPA SHELL
r_ _F,_
8x8 SPA
- ^ (BEYOND)
1 ,
I ,
I
j POOL STEPS
I I
' I 8" POOL
SHELL POOL
----------- ,I
TYP. STAIR 'SEE I I
DETAIL 3 PS -2 SIM.
SECTION
DETAILS FOR REINFORCING
SHOWN HERE FOR CLARITY
I I
GRADE BEAM SEE
DETAIL 2 PS -2 SIM.
PAVER AND POOL BACKFILL I 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
CRITERIA
FIDO
ONUMENT NUMBER = R-46 DUVAL COUNTY
, STORM ELEVATION = +16.3 NAVD (FRDM
ENT)
. STORM DESIGN GRADE ELEVATION - +4.4
FROM MONUMENT)
M OF PILING = -5.0 NAVDM OF LOWEST HORIZONTAL POOL BEAM =
NAVD
TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
BELIEF,
THESE
OL
NS ARE
IN COMPLIANCE WITH WITH THESIGN N STANDARDSS AND ESTABLISHEDN
SECTION 62B-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
628-33.007(5)(m)(n) AND FEMA 55, CHAPTER 12.8.4.
THE SWIMMING POOL HAS BEEN DESIGNED AS AN
EXPENDABLE STRUCTURE
FOUNDATION LEGEND
I` `7 14" DIAMETER CONCRETE ANCHOR PILE.
- — - INDICATES GRADE BEAM, SEE DETAIL 1 & 2/PS-2 FOR
- — - REINFORCEMENT
INDICATES DETAIL NUMBER
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
951 OF OPTIMUM MODIFIED STANDARD ASTM 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 MANUFACTURER'S PLANS FOR DETAILS OF THE POOL, PUMBING/PIPING,
AND ELECTRICAL REQUIREMENTS
I
I
I
1
I
I
1
1
I
I
1
i
I
1
I
I
I
i
I
1
I
Q
POOL SECTION
-----------------
P5 1
------------ L -------------
`
INFINITY j
' EDGE 1
1 ,
1
I
I
I I
I I
I I
I I
�2"x3" CONC.
BUMPOUTS j
1D" W COLLECTION i
TROUGH I
1
i
I
I
1
1
I
-------------
.
-- -SEE DETAIL 4/PS-2
SEE DETAIL 5/PS-2
SPA MATER ---
POOLiWATER LINE i `I
LINE I 16• I -
SPA I SPA
I BENC'[I I
L -- -
I M I I
poll
1 I I
1
I
I
I• i �
I I
I '
I '
II --------------
Q SPA SECTION
PS -1
La
MR
Loo da,,g, and
As laces, Inc.
420 Ca01A Avenue
lax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL: CA # 8344 SCCA# 3579
a
C
DATE
F
KM E
RELD ALTERATKIV
0
^0
C L
ULLJ
Z)LL
zz
w wU
Q ,Q
�Uoun
WO
W W
D CO Z
Q m
z,o<Lu
0
a
POOL SHELL
DESIGN
NOTES, PLAN
AND
SECTIONS
T
NAMF6EIMMCE POOL W N/CH EC KEDJL LAPATE4-15OL NO.SSIO. NO.-00006EET-1OF 2
,
I
1
I
I
1
1
I
-------------
.
-- -SEE DETAIL 4/PS-2
SEE DETAIL 5/PS-2
SPA MATER ---
POOLiWATER LINE i `I
LINE I 16• I -
SPA I SPA
I BENC'[I I
L -- -
I M I I
poll
1 I I
1
I
I
I• i �
I I
I '
I '
II --------------
Q SPA SECTION
PS -1
La
MR
Loo da,,g, and
As laces, Inc.
420 Ca01A Avenue
lax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL: CA # 8344 SCCA# 3579
a
C
DATE
F
KM E
RELD ALTERATKIV
0
^0
C L
ULLJ
Z)LL
zz
w wU
Q ,Q
�Uoun
WO
W W
D CO Z
Q m
z,o<Lu
0
a
POOL SHELL
DESIGN
NOTES, PLAN
AND
SECTIONS
T
NAMF6EIMMCE POOL W N/CH EC KEDJL LAPATE4-15OL NO.SSIO. NO.-00006EET-1OF 2
T POOL WALL
EL. +2 .7 NAVD FINISH, SEE ARCH
0
8" STRUCTURAL CONCRETE
POOL SHELL WALL
r #5 O B"o.e TOP
a
L#5BEND
/4 VERTICAL
B" STRUC'
5-q5 TOP AND
a
CONCRETE
/4 VERTICAL O B"o.c,
i EX TD WITHIN
TENOFD BARSOF
1/3 SPAN TOP REINFORCING
CENTERED,
CENTERED, ALIGNED w/
BOTTOM w/ p3 STIRRUPS
N
SLAB REINFORCING
BUMPOUTS
AUGERCAST PILE REINFORCING
O 12"o.c GRADE BEAM
z-,ya suPP
#4 HORIZONTAL O
ELASTOMERIC SEALANT
/3 HORIZONTAL
12"o.c, CENTERED
REINFORCING
TRAVERTINE STONE OVER
O 8" O.C.
COPING AS PER POOL
14"0 AUGERCAST CONCRETE
GEOSYNTHETIC
#5 O 8"o.c
MANUFACTURER/OWNER
PER POOL CONTRACTOR
EA. WAY BOT. 3" CLR
a
L#5BEND
/4 VERTICAL
5-q5 TOP AND
O a" O.C.
RAILING (AS REQUIRED BYi
i EX TD WITHIN
TENOFD BARSOF
4
OVER VERTICAL #5
BOTTOM w/ p3 STIRRUPS
I I 3"
TOP LAB (TYP)
S
(3/4" CRUSHED
BUMPOUTS
AUGERCAST PILE REINFORCING
O 12"o.c GRADE BEAM
KEYSTONE
CAP
T/SLAB
ELASTOMERIC SEALANT
/3 HORIZONTAL
INTO GRADE BEAM/SLAB
REINFORCING
TRAVERTINE STONE OVER
O 8" O.C.
COPING AS PER POOL
14"0 AUGERCAST CONCRETE
GEOSYNTHETIC
10" W
MANUFACTURER/OWNER
PER POOL CONTRACTOR
ANCHOR PILE (TYPICAL
SLOPE
MIRAGRID 3XT
a TROUGH
11 LOCATIONS)
GEOSYNTHETIC
2'-0" MIN
WATER LINE ,
14"d AUGER CAST PILE
w/ 6-#5 x 18'-D" LONG
1 TYPICAL POOL EDGE DETAIL
<
�S- SCALE: 3/4" - 1'-0"
w/ #3 TIES O 12" oc
#4 HOOKED DOWELS
s
6" WATERLINE
(4)#4 CONT. IN TOP
T/POOL WALLO
-�
n
TILE
OF 12" WALLS
NAVD
1
BY POOL CONTRACTOR
FINISH, SEE ARCH
#4 HOOKED DOWELS
SPA
16" SPA BENCH
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Lou Pontigo and
Assoc l ate,, Inc.
420 Osceola Avenue
ax. Beach, Flo,1da 32250
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FL: CA # 834.�44SSC: CCA# 335579
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Lou Pontigo and
Assoc l ate,, Inc.
420 Osceola Avenue
ax. Beach, Flo,1da 32250
Ph. 242-0908 Fax.241-9557
FL: CA # 834.�44SSC: CCA# 335579
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APRIL 5. 7016
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DEC. 1 2016
NORTH
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L8 OF 12
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FLOIRIOA REG. NO. IW
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DEC. 1 2016
NORTH
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L8 OF 12
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