229 MAGNOLIA ST - PERMIT POOL18-0010 DWGSWATER LINE
DECK OVER
POUR OR
BRICK COPING
JOB SPECIFIC PIPE SIZINGY
, TOTAL DYNAMIC HEAD
CALCULATIONS AND EQUIPMENTS EGIFIGATIONS
N ARE TO BE ROVIDED BY THE 1_#5 BAR CONT.
POOL CONTRACTOR FOR EACAR� THICK BOND
CONTRACTOR MUST USE THE MAXIMUM FLOW CAPACITY LI OF WATER
GOVT. IN SEAM
8"X8° BOND LINE TILES
OF THE SELECTED PUMP AND PR IDE PYDRAULIG BEAM �E5�--�5-�---
CALCULATIONS FOR TDP TO DETERMINE PROPER -t-�--
PUMP AND PIPING SIZING. THE MA UFACTURER'S
EQUIPMENT SPEGIFIGATIONS AND THER DOCUMENTATION ALTERNATE BEAM
FOR PUMPS, FILTERS, NEATER EQU PMENT AND MAIN POOL SPELL 5000
SPELL MIX CONCRETE FINISH DETAIL
DRAINS AND 00VEi2S ARE TO BE SUBMITTED FOR 5°-1" IN VERTICAL WALLS (TYP)
ING TPE
REVIEW AND DOCUMENTATION FO SIZ25001 D
MIN. GUNITEBMAY BE 5UFLOORS TIUTED
CIRCULATION SYSTEM. FOR 3000 PSI CONCRETE
RETURN LINE
_ == == =_
(I SKIMMER pO
I I I I
�RETURN
INLET
II I) UNDERWATER LIGHT
RECIRCULATION PUMP II II
I 4
SKIMMER SUC ION1i �� O
Z
�--====m-�I
--� \ MAIN DRAMS MEET THE VIRGINIA GRAEME cv
CHLORINATOR MAIN IN � IGTION BAKER POOL AND SPA SAFETY ACT.
II
POOL
FILTER
�I
— — — � RETURN INLET
II
RETURN LINE
LOW
PROFI
JUNCT
BOX-
UL APPROVED
UNDERWATER
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5
MAINTHE DDRAINER DOWN &RATE TORTE TOP THE TOP or- THE THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTI
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP O THE GRATE TO THE OP
DRAINor THE MAIN NEEDS
MES THE DIA. OFT E MAINDRAIN PIPE5
1-1/2 TIMES THE DIA. 1-1/2 TIMES
:vr
MAIN
MAIN DRAIN
DRAIN
TYPICAL SWIMMING POOL
1�b..
SWIM#3 BARS GRADE 40,12" OC -
OUT
/ G"X6" VERTICAL AND
/ CERAMIC TILE r HORIZONTAL (TYPI
O
WATERLINE
1/2" MARCITEA
FINISH
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
pU p O o
p 6qj�. MAIN DRAIN W/ RELIEF PLUG OR 2"
*00
°po" obs
HYDROSTATIC RELIEF VALVE, IF REO'D.
0( soo6%00
%...-ROGKBED POOL SHELL 3000 PSI PUMP MIX CONCRETE
DEEP END FLOOR AND pNEUMATIOALLY APPLIED.
WALL REINFORCEMENT 5"--1' IN VERTICAL WALLS (TYP)
TO SLOPE BREAK -6,S. IN 00VE5 AND FLOORS (TYPI
03 BAR ® 12" ON CENTER, EACH WAY < 10 DEEP
«3 BAR ® G" ON CENTER, EACH WAY > i.0' DEEP AND OVER. FOR 5000 P5115UB51TIUTED
CONCRETE
SEGTI ON
4" THICK CONCRETE DECK
W/ FIBER MIX 2500 PSI
GOMPAGTED SOIL UNDER
CONCRETE DECK
GENERAL NOTES:
I. POOL IS TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES,
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REOWPED
BY LOCAL INSPECTOR.
3, FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4. POOL CONSTRUCTION TO BE THE 5ArlF F-EGAROLF55
OF SIZE AND SHAPE. IF FILL IS REQUIRED FOR 2 FT. TO
-r�� MIALL I IEI�•HT THEN WALLS HAVE TO BE
REINFORCED WITH ADDITIONAL STEEL -i B' "
AND/ OR EXTRA WALL THICKNESS (8" TO 10"1
5. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURE5 AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
1, POOL ALARMS DO NOT NEED TO BE HARDWIRED
TION ARE
8 IL CONDITIONS AT FOOL BE ADEQUATE FOR A 51NGLEAFAMILY DWELLING -
q.
MED
TOTERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS.
10 ALL PUMPS AND FILTERS WILL BE ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS.
11. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.N.5.1./A.5M.E. A112.1q, SM, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TU55, AND WHIRLPOOLS BATHTUB
APPLIANCES" CHAT
ERS 42 AND 45 O
12 FTHE FOOLLORIDA BW SI NG CODE GN HILL ET EDITIONF THE 2011
13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
THE 2017 FLORIDA BUILDING CODE GTP EDITION.
14, POO CONSTRUCTION
ESGOEE 680,26 (5)(2)(b) ILL FORET 2014 NATIONAL PERIMETER BOND NG RIG
USING AT LEAST ONE(I) #8 AWG BARE SOLID COPPER
CONDUCTOR.
15. FOR RESIDENTIAL POOLS UP TOe I -A TER DEPTH
OF 81-0" 03 REBAR 12" O'C.B.W. OVER 8'-0";
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING, FOR OVER 8'-0" A SPECIAL DE510N
WILL BE REQUIRED,
IG. RESIDENTIAL POOLS SHALL COMPLY WITH THE
ANSI/APSP/IGC-5 2011 FOR RESIDENTIAL INGROUND POOLS,
AN5I/AP5PACC-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL 5PA5, AND ANSI/AP5P/IGG-T 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND AN51/AF'SP/1CC-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
ll FDO NOT ITTING 5 MISSING, BROKEN, OR L OR OPERATE POOL SPA O IF THE SUCTION
I8. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
GLEANING SYSTEM, IS A VACUUM GLEANER SYSTEM WHICH
HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.
l
F
SEB 0 1 1018
MY HENBERG
FIE. #32645
PA,RK�R
PARKER MYNONENBERG 4 AS50C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
I12q 2NA 'DA 32118
SUl FAX 38G) 611-2114
—
TYPICAL
RE-51DENTAL 5k4/POOL
DESIGN FOR
POOLS AND SPAS OF CENTRAL FLORIDA
SHEET 1 OF 4
RECIRCULATION t
01-11-ORINAT01
POOL
FILTER
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
THERAPY JET MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
_ _ IF THE MAIN DRAIN PIPE GOME5 INTO THE
RETURN LINE
MAIN DRAIN DRAEI TOP�?� HORIZONTALLY, HECRATE TO THE TOPER
I MAIN DRAINS MEET THE VIRGINIA GRAEME OF THE MAIN DRAIN PIPE N
E 15E 1.5
BAKER POOL AND 5PA SAFETY ACT. TIMES THE DIA. OF THE MAIN DRAIN PIPE.
I (5ECOND MAIN DRAIN MAY BE ON SIDE WALL) 1_1/2 TIMES THE DIA. 1_1/2 TIMES THE DIA.
igB,
z�° € I I
,II
MAIN DR N (SUCTION) J I
MAIN D IN
DRAIN
UNDERWATER LIGHT
II 1
RETURN LI 4E 3/4" BULLNOSE
GAP TILE/ BRICK OR CANTILEVER WITH
TILE OPTIONAL
ON EDGE OF WATERLINE TILE
— — — _ — — — — — G AGRLYIFINISH
STEP.
TYPICAL SP
POOL SHELL 3000 PSI CONGI"�
PNEUMATICALLY APPLIED.
G" IN VERTICAL WALLS (TYP)
G" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE SU551
FOR 3000 P51 CONCRETE
1/2" QUARTZ -�
FINISH
UL APPROVED
UNDERWATER
LIGHT
GOMPAGTED 501L
UNDER GONGETE
DECK
POOL - 2 MAIN DRAINS ON FLOOR
MAIN DRAIN I 1
SUCTION LINE
MAIN DRAIN W RELIEF
PLUG OR 2"
HYDR05TATIG RELIEF
VALVE, IF RE 'D.
VARIES
SECTION
WATER
, LINE
4" THICK CONCRETE
DECK W! FIBERf IIX
3000 P51 —
6"XG" CERAMIC TILE
LOW
PROFILE
JUNCTION
BOX
CONTINUOUS BARS
i -� W3 BAR5 12" O.G.
VERTICAL AND
ppap°0 HORIZONTAL (TYP)
0op00 (GRADE 40)
0090
ROGKBEO
2_ag REBAR
CONTINUOUS
DECK AND TILE DETAIL
1
PARKER 1 IYNGI IE BERG, P.E. #32645
ASSOG. INC
PARKFI<'. MYNGNEN�3ERG �
PROFESSIONAL ENGINEERS LAND5GAPE AizGIIITEGTS
1129 RiDGEW SOLD 61-E68g1 FAX !38HILL
61 (o111-22114IDA 32118
TYPICAL
RE5IDENTAL 5W/POOL
DESIGN FOR
POOLS AND SPA5 OF CENTRAL FLORIDA
5PEET 2 OF 4
I.
2.
3.
4.
5.
6.
1.
POOL BONDING NOTES:
EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A
COPPER CONDUCTOR; MINIMUM #8 AWG BARE 50LID G APER
CONDUCTOR WHICH FOLLOWS THE 0024 OFURRor OMM TWE IN IDE WALRL5
TWE
OF THE POOL AND WHICH IS SECURED WIT
" BELOW SUBGRADE. THE
PERIMETER SURFACE 4" TO 6PERIMETER
BONDING 5HALL BE ATTACHED TO THE POOL REINFO GING SHELL
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROU sID TPF-
PERIMETER
HEPERIMETER OF THE POOL,
ALL BE BY LISTED MEANS
ALL UNDERGROUND OR UNDER SLAB CONNECTIONS H
PER NEC 250.8. BONDING GABLES UNDER SLAB SPALL
BE PLACED AT THE BOTTOM
OF EXCAVATION.
ADJAGE EAR 1 THE 1P100P OP, THE NN 5 FOTN THS REBAR HALL BE BONDED USING UCTION 0 - PLANTERS AND 3
#8 AWG BARE SOLID COPPER GONDUGTOR BY LISTED MEANS PER NEC 250.8
TO THE BONDING CONDUCTOR.
LOCATION
ARE FDIAGRAMMATICCOPFFR OINLNG GOONTRAGTORO5H I LL FIELD ROUTEDTO DETERMINE
RM TO THE SWAPE OF TP
WHIALETLOCATION. E30NOING MAINTAINNG SMO RAD CONDUCTOR
L NO 9 FORADIUS SPALL BE PERM TE ED OL
RESISTANCE OF THE GROUND SYSTEM SHALL NOTE GEED 25 OHMS.
IF RE(;jujRED, ALL CAND DRIVEN TOA DEPTH DO DS BE OWBENISHED 00='-ER
EGM MINIMUM, AND WHERE
USED SHALL T BONDED USING *8 AWG BARE SOLI COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
SPECIAL GASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS,
SURFACES LIKE EIDGE PLANTERS 5TOP/RE AWING) Of
ALLDS, AND ZIERO-LOT
IN
IN THE5E CASES, THE BONDING CONDUCTOR
D REG IO BROMSTHE INSTALLED
Y WAVING
ACCORDANCE
WITH NEG 680.26, NOTE I (ABOVE),
COORDINATION OF THE EBONDING WITH TORE AHJ IN HE DETERMINATION NTRACTOR5HALL Be ESOF ITS
O
APPLICATION OF THE NEC. BOND JUMPER
NOTE 9
TYPICAL
-op- 5PALL 8.
COPPER
LOCATIONS, OC MINIMUM AT EAGHBSEPARATE BODY OF WATERNOE0 TO TPE POOL NDUSING A ><BINO
BARE SOLID COPPER CONDUCTOR FOR NON-CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
TO THE
COPPER BONDING CONDUCTOR SNp ELEGTR GAL DGOMFONENT-5IAASENT GROUND F
REQUIRED BY
THE PO ANG 5111'-C
GOi�R€R WI�F
NEC 680.26 (VERIFY LOCATIONS) USING a B
ALL reTAI-Lir-
10 TCOPPER HE FOONTS Or
LBONDING-AND
SPA AND THE METAL BE BORESNDEDN OLUDIN0 BUT NOT LIMITED TO, ALL
HANDRAILS, DIVING BOARDS, AND LADDERGRABRAILS IN THE POOL AND SPA AND
AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN S
T"E INSIDE HALL OF T�E IZONTALLY
WAER LEVEL OF AND 12 FT VERTICAL
THE POOLHUSNG 8(AWG BARE COPPER HIRE.
LY A50
VE
OOL
SPA
11 ALL POOL AND PER NEC 680 THEAGOPPER BONDING CONDUCTOR 5HALL QPBONDEDDTO TNEEBAR
TURN, ROV DE THE FOOL
OFT ETLUM LUMINAIRE N GHES PER NOTE 8, ABOVE, WHICH SHALL, IN
ECTION
TPE
NG OF
12 ELECTRICAL CONTRACTOR CALL FOR TWE TWE POOL AND ITS PERIMETERASURFACES PRIOR TOCOVER-UF, F
OF THESE AIREAS,
NOTE 3
TYPICAL
NOTES 2 AND 3 �, "( SPA
BOND JUMPER \
NOTE 10
TYPICAL
® SWIMMING POOL LT FIXTURE
NOTE 11
13 TYPICAL
1_
FROM POOL OR APPARATUS
NOTE I
CONDUCTOR
NOTE I
MINIMUM 5/8" DIAMETER
�\ FROM POOL REBAR OR
BOND JUMPER BONDING CONDUCTOR
NOTE $ COPPER GROUND ROD
DRIVEN UNTIL MAXIMUM
TYPICAL
RESISTANCE VALUE OF
25 OHM5 15 REAGNEDNOTE I
(IF USED)
TYPICAL f3ONDING TYPES
- NOTES I, 4, NOT TO SCALE
5 AND 8 NOTES=
f ACCORDANCE WIDTH MANUFAGTURAERS REGOMMENDATOONS.p IN
LADDER, HANDRAIL, TYPICAL POOL E30NI-)lING PLAN
DIVING BOARD, ETC. TRANSFORMER NOT TO SCALE
/ PUMP MOTOR JUNCTION BOX �ONp i NG LGNi�
(IF USED)
'CL'r� A — BOND CONNECTION, PER NEC 250.8
PARALLEL ON, PER NEC 250,13
o UNDERGROUND BONDING (CONDUCTOR, 8 AWG (MINIMUM)
METAL GONDUIT5
OR PIPING 5YSTI
POOL
REINFORCING
STEEL
NEATER CASE
TYPICAL POOL
NOT TO SCALE
U`--iI' UL --ti, \f—OCL LIGHT NICHE
_ CONTROL PANEL(5)
�II o III O
nON INC 5014E IATIG
50HEMATIC NOTF-5:
ETDALLIC COMPONENTS, U
INg OF ALL C
MNDERWATER L
AND
BYRTHE AUTNORIDUITS SPALL
TY PAVING
rIVE POOL SHELLS, PERIMETER SURFACES,
��, METAL FITTINGS ELECTRICAL ACCORDANCE WITH NEG 68O26EOR. ASHY,
ICTION (AHJ).
I
I
IES012;"8
1
PARKER MYNHENBERG, P.E. 032645
PARKER 1'11'NG1-IENBERG A550G., INC.
pROFE5510NAL ENGINEERS LANDSCAPE ARGHITEGT5
1129 RIDGEW�) AVENUEi6891 H LLY WILL AX ( 86) 6111-21141DA 32118
TYPICAL
RE5IDENTAL SW/POOL
DE51GN FOR
POOLS AND SPAS OF CENTRAL FLORIDA
SHEET 3 OF 4
(3! a3 REBAR CONT.
3-1/2" TTP (2) p3 REBAR CONT.
4" DECK '3 BAR AT 12" ON CENTER ALL SLABS `-
BAR TO BE 5 FT LONG
STEEPER
11 EEPER
11
MAX.
TURN DOWN FOOTER DETAIL
t -T IN 6- 8
TO
1FTIN10,�'
5� SLOPE FOOTING
FLAT 5LOpEMO FOOTING TYPE
SLOPE FOOTING TYM 2
TYPE i TYPE
SLAB—FODTING DETAILS
2500 MIN. GUNITE MAY BE SU55ITIUTE0
NGRETF
8"�J +4 BAR AT 12" ON CENTER FOR 00
USE 6X0 00 1
6 10/10WW{"i OR FIBER ME5H
II CURE FOR ONE WEEK BEFORE INSTALLING
ANGHOR5.
2500 MIN. GUNITE MAY BE 5U551TIUTED POOL DECKER
FOR 3000 1-51 CONCRETE
USE 6X6 10/10 WWM OR FIBER MESH 12" MI
CURE FOR ONE WEEK BEFORE INSTALLING
NG
ANCHORS.
POOL D PAVER
04 BAR GONTINIOUS
5-�p TION
I- 8'
04 BAR GONTINIOUS \ I I
il 24"
2 FT O INCH BLc
WALL 5000 P51 PUI"1P MI5C
WALL
CONCRETE PAVER DECK
12"
3000 PSI CONCRETE W/ 2-03 REBAR5
HI P4VER DECFOTIK
STEEL TEX FORM W/
STRUCTURAL STEEL
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
AT O
MORE TH6'
AN II N
ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REPOSE IN ENCROACHED
TPE POOL SWELL
ENGROAr,WE5INTO THE
I TO 1 AREA.
EX15TINS STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BE —
CONSTRUCTED AT 6" THICKNESS.
r 3 REBARS AT G" ON CENTER
BOINTO WAYS IN AREAS THAT THE ANGLE OF REP05E EXTEND
5TRINGER MAY BE DRIVEN I
INTO GROUND MIN. q°
OR OTHERWISE 5UPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SHORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION 15
ATRTEHE TIME OFYEXGAVA INON SNORING MAY BE RING DUE To ADVERSE EQ RED.ON5
04 BAR AT 6' O" ON CENTER
WITH CELL FILLED WITH CONCRETE
k4 BAR AT 12 ON CENTER
O
24"
5 PT 4 INCH BLOCK WALL
WALL 3000 P51 PUMP MIX CONCRETE ----r
}
` FEB 0 1. 1018
PARKER MYNCHENBERG, PF. +32645
LESS TANDISTAI ON11GE
45°
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE 4N ATOTAGHED
DEVICE SUCH AS A 2" X
WITH ANGOR NAILS OR TAPGON5 TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
—
i11=11 � T1- USE I/2" PLYWOOD SHEETI
�11'-lI�L1I OR EQUIVALENT BUILDING
—TT(=111 MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
�gAG-FILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE -
PROVIDE WEEP HOLES AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
R 15 No
FOR RAPIDLY BACKFILLING
TE
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER tiYNCHENSERG 4 A550C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
i-729 RIDGEW806D 671VENUE 6891 H AXY386> 6'T"I 17
WILL IDA 321
TYPICAL
RE5IDENTAL 5W/POOL
DESIGN FOR
POOL5 AND SPAS OF CENTRAL FLORIDA
SHEET 4 OF 4
1-k3 BAR
CONTINUOUS
RjCKpECKER
POOL
-
V
QO
1_03 BAR VERTICALLY
4 MIN
® 36" ON CENTER ;
---�
1-03 BAR I a
5=3/4" X
CONTINUOUS
PAVER DECK
TURNDOWN DETAIL
t -T IN 6- 8
TO
1FTIN10,�'
5� SLOPE FOOTING
FLAT 5LOpEMO FOOTING TYPE
SLOPE FOOTING TYM 2
TYPE i TYPE
SLAB—FODTING DETAILS
2500 MIN. GUNITE MAY BE SU55ITIUTE0
NGRETF
8"�J +4 BAR AT 12" ON CENTER FOR 00
USE 6X0 00 1
6 10/10WW{"i OR FIBER ME5H
II CURE FOR ONE WEEK BEFORE INSTALLING
ANGHOR5.
2500 MIN. GUNITE MAY BE 5U551TIUTED POOL DECKER
FOR 3000 1-51 CONCRETE
USE 6X6 10/10 WWM OR FIBER MESH 12" MI
CURE FOR ONE WEEK BEFORE INSTALLING
NG
ANCHORS.
POOL D PAVER
04 BAR GONTINIOUS
5-�p TION
I- 8'
04 BAR GONTINIOUS \ I I
il 24"
2 FT O INCH BLc
WALL 5000 P51 PUI"1P MI5C
WALL
CONCRETE PAVER DECK
12"
3000 PSI CONCRETE W/ 2-03 REBAR5
HI P4VER DECFOTIK
STEEL TEX FORM W/
STRUCTURAL STEEL
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
AT O
MORE TH6'
AN II N
ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REPOSE IN ENCROACHED
TPE POOL SWELL
ENGROAr,WE5INTO THE
I TO 1 AREA.
EX15TINS STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BE —
CONSTRUCTED AT 6" THICKNESS.
r 3 REBARS AT G" ON CENTER
BOINTO WAYS IN AREAS THAT THE ANGLE OF REP05E EXTEND
5TRINGER MAY BE DRIVEN I
INTO GROUND MIN. q°
OR OTHERWISE 5UPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SHORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION 15
ATRTEHE TIME OFYEXGAVA INON SNORING MAY BE RING DUE To ADVERSE EQ RED.ON5
04 BAR AT 6' O" ON CENTER
WITH CELL FILLED WITH CONCRETE
k4 BAR AT 12 ON CENTER
O
24"
5 PT 4 INCH BLOCK WALL
WALL 3000 P51 PUMP MIX CONCRETE ----r
}
` FEB 0 1. 1018
PARKER MYNCHENBERG, PF. +32645
LESS TANDISTAI ON11GE
45°
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE 4N ATOTAGHED
DEVICE SUCH AS A 2" X
WITH ANGOR NAILS OR TAPGON5 TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
—
i11=11 � T1- USE I/2" PLYWOOD SHEETI
�11'-lI�L1I OR EQUIVALENT BUILDING
—TT(=111 MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
�gAG-FILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE -
PROVIDE WEEP HOLES AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
R 15 No
FOR RAPIDLY BACKFILLING
TE
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER tiYNCHENSERG 4 A550C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
i-729 RIDGEW806D 671VENUE 6891 H AXY386> 6'T"I 17
WILL IDA 321
TYPICAL
RE5IDENTAL 5W/POOL
DESIGN FOR
POOL5 AND SPAS OF CENTRAL FLORIDA
SHEET 4 OF 4