1927 BEACH AVE - POOL DRAWINGSSEE ENGINEERING FOR POOL
-VSSHP220AUT
- CS 250
- VSSHP220AUT FOR 12' WATER FEATURE
- PLC 700
- JE 2500T
- 3 WAY & CHECK VALVE FOR BY PASS
- 6614 AP -L PURELINK
- RS -P4
- 4424 JVA FOR T -JETS
- iQ20A
- PSB 120 AIRBLOWER
- PX 10OW TRANSFORMER
- 5 PORT 3 -BOX
- (3) JLU4C 20W 100' LTS
ACCESS
PILES
SEE ATTACHED NOTICE:
BONDING GRID - OPTION "C"
# 8 BARE COPPER CONDUIT
TRAVERTINE PAVER DECK
BY OTHERS
M-911 H
-------------------------------------1-51-BY-PASS,
THERAPY JETS FROM BOOSTER
V/ BENCH _,,/
MDX W/ \ 4 -0u
�4SD
SDX
PCC i 2000 DEE[
- SKIMMER DEEP 4ST
- TRAVERTINE LID
-------------------------------------r--------------
- PARALEVEL AUTOFILL —J SUPPORT COLUMN
-TRAVERTINE LID IN POOL BY GC
PCC VALVE (WITHIN 5' OF POOL)
- +18" RAISED WALL
- TILE FACE & SIDES
- STUCCO BACK
- TRAVERTINE PAVER COPING TOP
-12' SHEER DESCENT FROM GAWC
Customer Info
Name: Tovey Residence Job #: 2313
Address: 1927 Beach Ave.
Zip: 32233
Neighborhood: Atlantic Bch.
Builder: James & Sons
Pool Specification
Perimeter: 61 L.F.
Square Footage: 197 Scl.Ft.
Est. Total Gallons: 4035 Gal.
LST: 9 GPMS
HST: 17 GPMs
Deck Area: N/A
Lanai Area: N/A
Footer: N/A
Dist. to P/E: 68 L.F.
Hvdraulics
PUMP #1: MDX-R3 & SDX ON SIDE
Branch Line:
3"
Trunk Line:
3"
Return Line:
2.5"
Skimmers:
1
Jandy Pump:
VSSHP220ALIT
Jandy Filter:
CS 250
Heater:
JE 2500T
Minimum TDH:
—54'
Maximum Flow:
117 GPM's
Scale: 1/9' = 1'-0"
Info
Designer:
Address: 600 St. Johns Bluff Rd. N.
City: Jacksonville
State/Zip: FL / 32225
Phone #: 904.223.4050
Fax #: 904.223.0735
E-mail: Info@pbjc.com
License #: CPC 009595 & 1457425
PUMP #2: BOOSTER
Branch Line: 4"
Trunk Line: 3"
- (3) NICHELESS LTS
Return Line: 3"
- MIN. 24" DEEP
Skimmers: 0
Jandy Pump: VSSHP220AUT
Dandy Filter: N/A
Heater: N/A
_TRAVERTINE
PAVER COPING
Minimum TDH: -15'
Maximum Flow: 181 GPM's
- BOOSTER
Safety
-(2) SDXs
SAFETY 1: FENCE
- Y APART
- 3' DEEP
SAFETY 2: Safety Buoy Pool Alarm
Scale: 1/9' = 1'-0"
Info
Designer:
Address: 600 St. Johns Bluff Rd. N.
City: Jacksonville
State/Zip: FL / 32225
Phone #: 904.223.4050
Fax #: 904.223.0735
E-mail: Info@pbjc.com
License #: CPC 009595 & 1457425
6
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D.E.P. FOO 7RINT TABULATION
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RESIDENCE
NO. 1931
( PLAK
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RN 16M914CIO0
2 STORY FRAME TTB4 4
RESIDENCE
N0. 1917
n P FOOTPRINT TABULA %TION
HOUSE AND OARA.5E (INCLUDES ALL CANTILEVERS, ROOF
OYERHANas, DECKS, AND STAIRS) - 4342 SF.
GUT / FILL TABLE
CUT I
PILES 52 m. de.
E.� B' H U(E S
iFAruu. m o 1 '
-x000 wof -------------------- ——
------- inn \\/
--J1LU
51 TE PLAN -A
SCALE: 1'=20'-0'
ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, AS RECORDED IN PLAT BOOK 15, PA6E 51 OF
THE CURRENT PUBLIC RECORDS OF DWAL WjHTY, FLORIDA LYING M$ST62LY OF THE ERD`ION CONTROL LINE AS
E5TABLISHED BY PLAT BOOK 55, PA6E5 59, NA AND 59B OF THE CURRM PUBLIC RECORD5 OF 5AID COUNTY.
LoT f
AREA OF LOT + 9,446 B.F.
TOTAL HOUSE COVERAGE (IMPERVIOUS) ' 3844 S.F.
HOUSE FOOTPRINT (IMPERVIOUS) - 5223 S.P.
WOOD Pi44E EXTERIOR STAIR (90% PERVIOUS) ' 24 SF.
WEST SIDE CANTILEVER® BALCONIES (PERVI005) ' 46 S.F.
5OUTH BIDE BATH ENTRY, 5HED ROOF (PERVIOUS) ' 24 5F.
'SOUTH SIDE HOUSE ENTRY, GABLE ROOF (PERVIOUS) + 59 S.F.
SOUTH BIDE SUh1F@R KITCHEN (IMPERVIOUS) + 114 S.F.
SOUTH SIDE CANTILEVERED BALCONY (PERV100✓) ' 16 5.F.
EAST SIDE BALCONIES (IMPERVIOUS) ' 4T6 SF.
NORTH SIDE CANTILEVERED FLOORS (PERU OW + 14 S.F.
DRIVEWAY PAVERS a/ SUBSTRATE (50% PERVIOUS) + 330 S.F.
WALKWAY PAVERS (50% PERVIOUS) - 251 B.F.
NORTH SIDE OUTDOOR SHOY(ER PAD 00% PERVIOUB) ' 6 S.F.
G.M.U. BREAK -AWAY SCREEN WALL (IMPERVIOUS) ' n2 S.F.
POOL BEYOND HOUSE FOOTPRINT (IMPERVIOUS) + IIT 5.F.
PAYER POOL DECK (50% PERVIOU5) ' 27 S.F.
TOTAL IMPERVIOUS' 4649 S.F.
TOTAL LOT GOVERASE + 493%
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BENCH MARK:
FOUND MAGNAIL do DISK (L83872)
PLAN
C01MBT19 V4A6 -
NEAR EAST EDGE OF PAVEMENT OF
IT�BlN
BEACH AVENUE
B 9.0' SOUTH OF SOUTH PROPERTY
UNE O 1927 BEACH AVENUE.
ELEVATION 20.85 N.A.V.D. (1988)
A
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LOT 51
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NO. 1931
( PLAK
-0REJCO!lETTSVMb
RN 16M914CIO0
2 STORY FRAME TTB4 4
RESIDENCE
N0. 1917
n P FOOTPRINT TABULA %TION
HOUSE AND OARA.5E (INCLUDES ALL CANTILEVERS, ROOF
OYERHANas, DECKS, AND STAIRS) - 4342 SF.
GUT / FILL TABLE
CUT I
PILES 52 m. de.
E.� B' H U(E S
iFAruu. m o 1 '
-x000 wof -------------------- ——
------- inn \\/
--J1LU
51 TE PLAN -A
SCALE: 1'=20'-0'
ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, AS RECORDED IN PLAT BOOK 15, PA6E 51 OF
THE CURRENT PUBLIC RECORDS OF DWAL WjHTY, FLORIDA LYING M$ST62LY OF THE ERD`ION CONTROL LINE AS
E5TABLISHED BY PLAT BOOK 55, PA6E5 59, NA AND 59B OF THE CURRM PUBLIC RECORD5 OF 5AID COUNTY.
LoT f
AREA OF LOT + 9,446 B.F.
TOTAL HOUSE COVERAGE (IMPERVIOUS) ' 3844 S.F.
HOUSE FOOTPRINT (IMPERVIOUS) - 5223 S.P.
WOOD Pi44E EXTERIOR STAIR (90% PERVIOUS) ' 24 SF.
WEST SIDE CANTILEVER® BALCONIES (PERVI005) ' 46 S.F.
5OUTH BIDE BATH ENTRY, 5HED ROOF (PERVIOUS) ' 24 5F.
'SOUTH SIDE HOUSE ENTRY, GABLE ROOF (PERVIOUS) + 59 S.F.
SOUTH BIDE SUh1F@R KITCHEN (IMPERVIOUS) + 114 S.F.
SOUTH SIDE CANTILEVERED BALCONY (PERV100✓) ' 16 5.F.
EAST SIDE BALCONIES (IMPERVIOUS) ' 4T6 SF.
NORTH SIDE CANTILEVERED FLOORS (PERU OW + 14 S.F.
DRIVEWAY PAVERS a/ SUBSTRATE (50% PERVIOUS) + 330 S.F.
WALKWAY PAVERS (50% PERVIOUS) - 251 B.F.
NORTH SIDE OUTDOOR SHOY(ER PAD 00% PERVIOUB) ' 6 S.F.
G.M.U. BREAK -AWAY SCREEN WALL (IMPERVIOUS) ' n2 S.F.
POOL BEYOND HOUSE FOOTPRINT (IMPERVIOUS) + IIT 5.F.
PAYER POOL DECK (50% PERVIOU5) ' 27 S.F.
TOTAL IMPERVIOUS' 4649 S.F.
TOTAL LOT GOVERASE + 493%
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+pt.28
PROVIDE A I
`FOR COLUMN
ON
LOWER II
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IN WALL 1 7
lT
rCOLUMN. SEE
a/S5.0 t LLI
T/PIE FL.. u _j
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F—I
51.2
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L —
- ---------
'7
LJ w >I
8-0 f
IN WALL CONIC
IMMS". FOR FILE
N11-71 11
RECRON OF
BARS WITHIN RENIFORCIK MAT.
SEE 1,/.,
GRADE BEAM SCHEDULE
0--i-
21".18" CONC, BEAM w/4-#5 TOP
BOT. & 03 CLOSED TIES 0 12-
., SEE 4/51A
Go_2L
24'x24 CONIC. BEAM ./5-05 Top
' �C
BOT. 2-#5 0 MID -DEPTH &
CLOSPO TIES 0 6' —, SEE 6/Sl,l
21'.18" -NC BEAM ./4-#6 TOI
BOT . #3 CLOSED TIES 0 6 -
SEE 4/51A SIM
24°x11' CONIC.BEAM ./3-07 TOP
& BOT.. 2-#S 0 MID -DEPTH & #2
CLOSED TIES 0 6" ., SEE
L=
FOUNDATION LEGEND
0 14' DIAMETER AUGERCAST PILE, SEE 1/5I.1
INDICATES GRADE BEAM, SEE SHEET SIO FOR REINFORCEMENT
INDICATES DETAIL NUMBER
INDICATES BUILDING AND SHEET NUMBER
T.O.S.TOP OF SLAB ELEVATION
INDICATES DIRECTION OF OUTER BARS WITHIN
REINFORCING MAT. SEE Il/Sl I
I. TOP OF SLAB ELEVATION VARIES, SEE PLAN.
2, SEE ARCHITECTURAL RAL
FOR ALL DIMENSIONS, FLOOR SLOPES
PND STEPS NOT SHOW.
3 C ORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO
ONSTRUCTION
NOTES
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO RELATED TO
THE FOUNDATION. FOR GENERAL FEATURES. DIMENSIONS, CONDUITS.
ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAIN, ARCHITECTURAL
PLAN SHOWN HERE IN FOR REFERENCE ONLY.
2 FTGS. & FND SHALL BE IN ACCORDANCE ./ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95X
MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557,
4. TYP. GRADE BEAM 15 GB -1 VOK, SEE DETAIL 4/51.1 FOR REINFORCING,
FOUNDATION
PLAN
T_=.
01.0516
N/A
DOW MIN SEE 55.2
8/S5.0
- !! ; t
— — — — —
2" 2"
<u
T/PIER E
J
&VD
—.7 7 -r
-7— —
_—f--1
U co
EPDXY ANCHORS w/7"
EMBEDMENT
BASE PLATE
PLAN VIEW
u
L—
4 -
LU LU
— --- — — — — — — — — — — — — — --- — — — — — — — --- — — — —
— — — — — — — — — — — — — — — —
— —
> m�-
Z
8" FRANGIBLE
:7
7
`/PIEAS-AWAYCMU
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CANTILEVERED CMU.
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CQ
RETAINING WALL 6'-0"
1
HIGH
CANTILEVERED CMU,
RETAINING WALL 4'-0"
HIGH
(1 EA FACE)
(10 LOCATIONS)
�
ui
FOUNDATION PLAN
T_
SCALE 1/4" - V-13"
IMMS". FOR FILE
N11-71 11
RECRON OF
BARS WITHIN RENIFORCIK MAT.
SEE 1,/.,
GRADE BEAM SCHEDULE
0--i-
21".18" CONC, BEAM w/4-#5 TOP
BOT. & 03 CLOSED TIES 0 12-
., SEE 4/51A
Go_2L
24'x24 CONIC. BEAM ./5-05 Top
' �C
BOT. 2-#5 0 MID -DEPTH &
CLOSPO TIES 0 6' —, SEE 6/Sl,l
21'.18" -NC BEAM ./4-#6 TOI
BOT . #3 CLOSED TIES 0 6 -
SEE 4/51A SIM
24°x11' CONIC.BEAM ./3-07 TOP
& BOT.. 2-#S 0 MID -DEPTH & #2
CLOSED TIES 0 6" ., SEE
L=
FOUNDATION LEGEND
0 14' DIAMETER AUGERCAST PILE, SEE 1/5I.1
INDICATES GRADE BEAM, SEE SHEET SIO FOR REINFORCEMENT
INDICATES DETAIL NUMBER
INDICATES BUILDING AND SHEET NUMBER
T.O.S.TOP OF SLAB ELEVATION
INDICATES DIRECTION OF OUTER BARS WITHIN
REINFORCING MAT. SEE Il/Sl I
I. TOP OF SLAB ELEVATION VARIES, SEE PLAN.
2, SEE ARCHITECTURAL RAL
FOR ALL DIMENSIONS, FLOOR SLOPES
PND STEPS NOT SHOW.
3 C ORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO
ONSTRUCTION
NOTES
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO RELATED TO
THE FOUNDATION. FOR GENERAL FEATURES. DIMENSIONS, CONDUITS.
ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAIN, ARCHITECTURAL
PLAN SHOWN HERE IN FOR REFERENCE ONLY.
2 FTGS. & FND SHALL BE IN ACCORDANCE ./ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95X
MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557,
4. TYP. GRADE BEAM 15 GB -1 VOK, SEE DETAIL 4/51.1 FOR REINFORCING,
FOUNDATION
PLAN
T_=.
01.0516
N/A
5.
2" 2"
ICKOUT
0 BEAR
B
&VD
HSS COLUMN CL
EMBEDDED GALV. le
EPDXY ANCHORS w/7"
EMBEDMENT
BASE PLATE
PLAN VIEW
IMMS". FOR FILE
N11-71 11
RECRON OF
BARS WITHIN RENIFORCIK MAT.
SEE 1,/.,
GRADE BEAM SCHEDULE
0--i-
21".18" CONC, BEAM w/4-#5 TOP
BOT. & 03 CLOSED TIES 0 12-
., SEE 4/51A
Go_2L
24'x24 CONIC. BEAM ./5-05 Top
' �C
BOT. 2-#5 0 MID -DEPTH &
CLOSPO TIES 0 6' —, SEE 6/Sl,l
21'.18" -NC BEAM ./4-#6 TOI
BOT . #3 CLOSED TIES 0 6 -
SEE 4/51A SIM
24°x11' CONIC.BEAM ./3-07 TOP
& BOT.. 2-#S 0 MID -DEPTH & #2
CLOSED TIES 0 6" ., SEE
L=
FOUNDATION LEGEND
0 14' DIAMETER AUGERCAST PILE, SEE 1/5I.1
INDICATES GRADE BEAM, SEE SHEET SIO FOR REINFORCEMENT
INDICATES DETAIL NUMBER
INDICATES BUILDING AND SHEET NUMBER
T.O.S.TOP OF SLAB ELEVATION
INDICATES DIRECTION OF OUTER BARS WITHIN
REINFORCING MAT. SEE Il/Sl I
I. TOP OF SLAB ELEVATION VARIES, SEE PLAN.
2, SEE ARCHITECTURAL RAL
FOR ALL DIMENSIONS, FLOOR SLOPES
PND STEPS NOT SHOW.
3 C ORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO
ONSTRUCTION
NOTES
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO RELATED TO
THE FOUNDATION. FOR GENERAL FEATURES. DIMENSIONS, CONDUITS.
ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAIN, ARCHITECTURAL
PLAN SHOWN HERE IN FOR REFERENCE ONLY.
2 FTGS. & FND SHALL BE IN ACCORDANCE ./ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95X
MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557,
4. TYP. GRADE BEAM 15 GB -1 VOK, SEE DETAIL 4/51.1 FOR REINFORCING,
FOUNDATION
PLAN
T_=.
01.0516
N/A
BEAM
INUOUS
T`ETER (TYP.)
L CONCRETE
ALL
0p 4w' REINFOR
O' ylN pNC
2-p4
SUPPORT
ONC
SLAB
®4 0 8"o.c
EA. WAY BOT.
B" STRUCTURAL
CONCRETE SLAB
BEND OVER VERTICAL H'5
AUGERCAST PILE REINF.
INTO GRADE BEAM/SLAB
14"0 PILE - SEE DETAIL
/S1.1
WALL SYSTEM w/
CRETE CORE w/
VERTICAL 0 24"o.c
OLID W/
3000 psi
SEE STRUCTURAL
S2.0 FOR ICF WALL
T
24"x11" w/3-#'7 TOP
2-y5 MID -DEPTH &
SED TIES 0 6" O.C.
-�T/PIER EI
T/'61 A
I" T/PILE EL
LAUGER CAST
PIE
I PILEPER DERAIL
PILE 1/S1.1
1/3 SPAN T�
� a'_0 RCI FORCING
1/3 SPAN TOP REINFORCING
0 8"c.c
WAY BOT.
2-#4
SUPPORT
—k4 0 8"o.c 2-X4
EA. WAY BOT. SUPPORT
CONC .
30"x16" GRADE BEAM SLAB �(
W/5-#5 TOP & BOTT. &
p3 STIRRUPS 0 12"o.c
#4 0 8"o.c—y
EA. WAY BOT.
8" STRUCTURAL
CONCRETE SLAB PILE CAP
30"x16" GRADE
BEAM W/5 -#'S
2' 6 TOP & BOTT. & K3
STIRRUPS 0 12"m.c
r221 DETAIL 3 POOL EDGE DETAIL PILE
51.2 SCALE: 3/4" - 1'-0' 51.2 SCALE: 3/4'
#3 CLOSED M3 CLOSED
TIES IN EA. TIES IN EA.
6"x6" SYP M2 DIRECTION 6"x6" P.T. SYP ,y2 } DIRECPON
COLUMN (TYP) ORTHOGONAL SCHEMATIC COLUMN (TYP) R ORTHOGONAL SCHEMATIC
"0 THRU BOLT DIAGRAM 4 " DIAGRAM
CONNECTION KNIFE GALV. R
PAVERS SYSTEM, WELD TO BASE R. PAVERS SYSTEM.
SEE ARCH. FOR SUB -BASE BASE H.D.GALV. R SEE ARCH, FOR SUB -BASE
ABU66 w/ is' THREADED
WELDED TO TUBE ROD EPDXIED w/ 6" EMBED
STANDOFF STUB COLUMN. S".8" CONCRETE PEDESTAI
w/ 4-�5 VERTICAI
4.4.X2" HSS.' fie" DOWELS > I} _.
STANDOFF COL., „
T/PIER EL 1w. a,.. � i T/PIER EL.
20x20 MIN TRANSITION PIER ,;_
.; II 1-I 20.20 MIN TRANSITION PIER
BY 16" DEEP, w/ 3-g3 _LL BY 1
6" DEEP, I 3-#3
CLOSED TIES IN EA. CLOSED TIES IN EA � � ;-r
4VD DIRECTION (SEE ORTHOGONAL "Ri-F-�; T/PILE EL. DIRECTION (SEE ORTHOGONAL r, ,-r T/PILE EL.
SCHEMATIC DIAGRAM ABOVE I SCHEMATIC DIAGRAM ABOVE
+19 28 NAVD I +19.28 NAVD
EMBED N.D. GALV 16 '/ "z10"z70" 3a 14"0 AUGER CAST 3 14"0 AUGER CAST
w/ 4-'/ "0 z 6"Ig. WELDED MI PILE PER DETAIL MI I PILE PER DETAIL
HEADED STUDS. (5" GAGE) i/St.t O' 1/Sl.1
#3 CLOSED HOOP
REBAR AT jy
()5 VERTICAL STIRRUPS 0 6"o.0
EACH CORNER
#3 CLOSED HOOP 2" CLR.
STIRRUPS 06"o.c AT COL Lou^an�ia and
2-x4 INSIDE Asa s. les, Ins.
SUPPORT COL420 O,seoN nvenue
CO x12" CONCRETE 2-p4 p...... Florid, 4111
COLUMN SUPPORT FL CAp A)995C Cnp SIFT
\, CONC. N5 VERTICAL C v ! .A b�("
M4 0 8 --SLAB REBAR AT
EA. WAV BOT "� " EACH CORNER
CIP CONC COLUOSHALL
M4 0 8"o.c BE PLACED WITH A RUST _
EA. WAY BOT. INHIBITING ADMIXTURE AND
EL. +13.61' NAVD LOWWATER CEMENT RATIO -
BOTTOM O _ _ TO PROTECT REINFORCING -
PILE CAP 30"x16" GRADE BEAM FROM CORROSION
W/5-#5 TOP & BOTT. &
BEND OVER VERTICAL y5 #'3 STIRRUPS 0 12"o.c
AUGERCAST PILE REINF.
INTO GRADE BEAM/SLAB 2'-6" 14"0 PILE -SEE DETAIL a�9
1/57.1 REV6R6 WTE
DETAIL
51.2 SCALE: 3/4 1'-0"
FIID ALTHtAlION
N3 CLOSED
, TIES IN
i DIRECTION ORTHTH OGONAL SCHEMATIC
DIAGRAM
12"x8" CONIC. PEDESTAL
w/4-}5 VERTICAL DOWELS
0 12" O.C. EA FACE
24x5'-4" TRANSITION PIER BY
16" DEEP, w/ 3 -AL3 CLOSED
TIES INEA. DIRECTION (SEE
ORTHOGONAL SCHEMATIC
DIAGRAM ABOVE)
r61 PILE TO PIER TRANSITION STAIR COLUMN /—sZ STAIR FOOTING
51.2 SCALE: 3/4" - 1'-0" 51.2 SCALE: 3/4" = 1'-0" -�--� -- 51.2 SCALE: 3/4" = l'-0"
2x6 P.T. SYP #2 KICK -PLATE.
FASTEN TO FOOTING W/
Xx"0x2'/ " TAPCON ANCHORS
AT 8" O.C. AND ADJ. TO EA.
STRINGER.
T/PIER E -L
+20.61 NAVD
+/PIEL
E L.
IN. AS NAVD
14"0 AUGER CAST
-PILEPER DETAIL
1 /S1.1
POOL
SECTIONS
AND
DETAILS
Tmxfv RESgEn[E
OIU05IB
ee xOLh
./A
51.2
SNFpt 7 K 16
I N
8" STRUCTURAL CONCRETE -,
POOL SHI L.L WALLJy
12" WIDE BOND
BEAM W/2 -k4
CONTINUOUS
AROUND
PERIMETER (TYP.)
M4 VERTICAL 0
1/3 SPAN TOP REINFORCING
OR 4'-0" MIN
°j
CENTERED.
ALIGNED
w/SLAB REINF.
-�I
H4 0 8"o.c
TOP
-.
4'4 HORIZONTAL 0
12..... CENTERED
#4 0 8"o.c—y
EA. WAY BOT.
8" STRUCTURAL
CONCRETE SLAB PILE CAP
30"x16" GRADE
BEAM W/5 -#'S
2' 6 TOP & BOTT. & K3
STIRRUPS 0 12"m.c
r221 DETAIL 3 POOL EDGE DETAIL PILE
51.2 SCALE: 3/4" - 1'-0' 51.2 SCALE: 3/4'
#3 CLOSED M3 CLOSED
TIES IN EA. TIES IN EA.
6"x6" SYP M2 DIRECTION 6"x6" P.T. SYP ,y2 } DIRECPON
COLUMN (TYP) ORTHOGONAL SCHEMATIC COLUMN (TYP) R ORTHOGONAL SCHEMATIC
"0 THRU BOLT DIAGRAM 4 " DIAGRAM
CONNECTION KNIFE GALV. R
PAVERS SYSTEM, WELD TO BASE R. PAVERS SYSTEM.
SEE ARCH. FOR SUB -BASE BASE H.D.GALV. R SEE ARCH, FOR SUB -BASE
ABU66 w/ is' THREADED
WELDED TO TUBE ROD EPDXIED w/ 6" EMBED
STANDOFF STUB COLUMN. S".8" CONCRETE PEDESTAI
w/ 4-�5 VERTICAI
4.4.X2" HSS.' fie" DOWELS > I} _.
STANDOFF COL., „
T/PIER EL 1w. a,.. � i T/PIER EL.
20x20 MIN TRANSITION PIER ,;_
.; II 1-I 20.20 MIN TRANSITION PIER
BY 16" DEEP, w/ 3-g3 _LL BY 1
6" DEEP, I 3-#3
CLOSED TIES IN EA. CLOSED TIES IN EA � � ;-r
4VD DIRECTION (SEE ORTHOGONAL "Ri-F-�; T/PILE EL. DIRECTION (SEE ORTHOGONAL r, ,-r T/PILE EL.
SCHEMATIC DIAGRAM ABOVE I SCHEMATIC DIAGRAM ABOVE
+19 28 NAVD I +19.28 NAVD
EMBED N.D. GALV 16 '/ "z10"z70" 3a 14"0 AUGER CAST 3 14"0 AUGER CAST
w/ 4-'/ "0 z 6"Ig. WELDED MI PILE PER DETAIL MI I PILE PER DETAIL
HEADED STUDS. (5" GAGE) i/St.t O' 1/Sl.1
#3 CLOSED HOOP
REBAR AT jy
()5 VERTICAL STIRRUPS 0 6"o.0
EACH CORNER
#3 CLOSED HOOP 2" CLR.
STIRRUPS 06"o.c AT COL Lou^an�ia and
2-x4 INSIDE Asa s. les, Ins.
SUPPORT COL420 O,seoN nvenue
CO x12" CONCRETE 2-p4 p...... Florid, 4111
COLUMN SUPPORT FL CAp A)995C Cnp SIFT
\, CONC. N5 VERTICAL C v ! .A b�("
M4 0 8 --SLAB REBAR AT
EA. WAV BOT "� " EACH CORNER
CIP CONC COLUOSHALL
M4 0 8"o.c BE PLACED WITH A RUST _
EA. WAY BOT. INHIBITING ADMIXTURE AND
EL. +13.61' NAVD LOWWATER CEMENT RATIO -
BOTTOM O _ _ TO PROTECT REINFORCING -
PILE CAP 30"x16" GRADE BEAM FROM CORROSION
W/5-#5 TOP & BOTT. &
BEND OVER VERTICAL y5 #'3 STIRRUPS 0 12"o.c
AUGERCAST PILE REINF.
INTO GRADE BEAM/SLAB 2'-6" 14"0 PILE -SEE DETAIL a�9
1/57.1 REV6R6 WTE
DETAIL
51.2 SCALE: 3/4 1'-0"
FIID ALTHtAlION
N3 CLOSED
, TIES IN
i DIRECTION ORTHTH OGONAL SCHEMATIC
DIAGRAM
12"x8" CONIC. PEDESTAL
w/4-}5 VERTICAL DOWELS
0 12" O.C. EA FACE
24x5'-4" TRANSITION PIER BY
16" DEEP, w/ 3 -AL3 CLOSED
TIES INEA. DIRECTION (SEE
ORTHOGONAL SCHEMATIC
DIAGRAM ABOVE)
r61 PILE TO PIER TRANSITION STAIR COLUMN /—sZ STAIR FOOTING
51.2 SCALE: 3/4" - 1'-0" 51.2 SCALE: 3/4" = 1'-0" -�--� -- 51.2 SCALE: 3/4" = l'-0"
2x6 P.T. SYP #2 KICK -PLATE.
FASTEN TO FOOTING W/
Xx"0x2'/ " TAPCON ANCHORS
AT 8" O.C. AND ADJ. TO EA.
STRINGER.
T/PIER E -L
+20.61 NAVD
+/PIEL
E L.
IN. AS NAVD
14"0 AUGER CAST
-PILEPER DETAIL
1 /S1.1
POOL
SECTIONS
AND
DETAILS
Tmxfv RESgEn[E
OIU05IB
ee xOLh
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51.2
SNFpt 7 K 16
S
SL
E
30'-3"
I
�
7' REINFORCED CONCRETE
SLAB DIMENSION PLAN
SCALE: 1/+ - 1-0
m
12•
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j