345 5th ST pool 2013 VAATER LINE GENERAL NOTES:
DECK OVER 1. POOL 15 TO BE BUILT TO COMPLY HITW FLORIDA,
COUNTY AND CITY BUILDING CODES.
FE'30RUIC!OR 2,ALL METAL PARTS HITHIN 5 FT.loqILL BE OROUNDED
JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC 1-4EAD K COFH*IN& AS PER NA71ONAL ELECTRIC CODE AND AS REQUIRED
CALCULATIONS AND EQUIPMENT SPECIFICATIONS BY LOCAL INSPECTOR.
AND DOCUMENTATION ARE 70 BE PROVIDED BY 7PE 3.FILTRATION SYSTEM 1-41LL WAVE SUFFICIENT CAPACITY
3 BARI
TO PROVIDE A COMPLETE TURNOVER OF POOL k4ATER
POOL CONTRACTOR FOR FAC�4 PROJECT. THE POOL IN(12) TI,-4ELVE HOURS OR LESS.
CONTRACTOR MUST USE 71�4= MAXIMUM FLO�4 CAPACITY 2-103 BARS �_05 BA 4.POOL CONSTRUCTION TO BE THE 5AI-tE REGARDLESS
CON7. IN 6" OF leIATER/ N 5"THIC IN OF SIZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT.TO
OF 71,4E SELECTED PUMP AND PROVIDE �4YDRAULIC 3 So 5EAM 4 FT.OF k4ALL "EIGHT THEN kALL5 HAVE TO BE
SNS" BOND LINE TILES 5)
CALCULATIONS FOR TDI,4 TO DETERMINE PROPER BEAM REINFORCED 1,417W ADDITIONAL STEEL(8"O.C.BOTH kAY
PUMP AND PIPING SIZING. 7�41E M,4NU=AC7UFER'S 15`1 AND/OR EXTRA kALL THICKNESS(8"TO 10-)
5.ALL PVC PIPE kILL BE SCHEDULE 40.
CUMEN7ATION G.ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDEC
EQUIPMENT SPECIFICATIONS AND OT�4ER DO C..* TO POOL STEEL AND GROUND V41RE.
FOR PUMPS, FILTERS, �4=ATER EQUIPMENT AND MAIN POOL SWELL 3000 PSI PUMP MIX CONCRETE 1. POOL ALARMS 00 NOT NEED TO BE WARDHIRED
DRAINS AND COVERS ARE TO BE SUBMITTED FOR PNEUMATICALLY APPLIED. ALTMNAM BEAM
5-:-T' �N VERTICAL k4ALLS(TYP) FINISW DETAIL S.501L CONDITIONS AT POOL LOCATION ARE ASSUMED
REVIEI,-4 AND DOCUMENTATION FOR SIZING 71�41E G-8' N COVES AND FLOORS(TYIP) TO BE ADEQUATE FOR A SINGLE FAMILY DkELLINa.
CIRCULATION SYSTEM. 2500 MIN.GUNITE MAY BE 5U85ITIU7r:D Mai 11. TERMITE CONTROL HILL BE APPLIED UNDER ALL
FOR 3000 P51 CONCRETE amm", POOL DECKS.
RETURN LINE 10.ALL PUMPS AND FILTERS kIILL BE ANCHORED TO A
CONCRETE PAD 1-41TP TAP CON ANCHORS.
----------- 11. ALL POOL AND SPA SUCTION INLETS SHALL OR PROVIDED
ki TP A COVER THAT HAS BEEN TESTED AND ACCEPI ED
SKIMMER
BY A RECOGNIZED TESTING FACILITY AND C I
A.N.5.1./A.S.M.E.A112.1q,SM, "SUCTION FITTINGS FOR USE IN
5NIMMING POOL5,5PA5, POT TUBS, AND HPIRLPOOL5 BATHTUB
APPLIANCES"
VRE7URN INLET 12.THE POOL DESIGN 1,41LL MEET THE 2010 BUILDING
-PT OODE,
RECIRCULATION nr*IF' /UNDEIRI*IATER Llk�
a) 13.RESIDENTIAL POOLS MUST COMPLY HITH 2010 FLORID4
LU
U�z RE51DENTIAL CODE
-!4 Z 0
SKIMMER SUCTION! 11 <
>
WOE 14.POOL CONSTRUCTION 1,411-1-MEET 2008 NA71ONAL ELECTRIC
MAIN DRAINS MEET THE VIRGINIA GRAMME
CODE.SEE 680,26 (5)(2)(b) FOR PERIMETER 50NOIN49
CHLORINATOR ''C,710�' BAKER POOL AND SPA SAFETY ACT.
MAIN DRAIN El C IMER USING AT LEAST ONEN) 08 Alosla BARE 50LID COPPER
Q U Q o 80
I CONDUCTOR.
15. FOR RESIDENTIAL FOOLS UP TO A�,IATER DEPTH
POOL ;I OF'7'-O" 05 RIEBAR 12" O.C.5.k.OVER '7'-0";
;E
Ln FILTER SPECIAL ENGINEERING 15 REQUIRED AND 15 N07
rn 0 A PART Or TP15 DRA14ING SPECI FI CATIONS.k4ALL
THICKNESS SHALL PROVIDE CODE COVER OVER
--—--------- REINFORCING.FOR OVER-1'-0" A SPECIAL DESIGN
-----------
RETURN INLET kILL BE REQUIRED.
0 lro. RESIDENTIAL POOLS SHALL COMPLY AITW THE
ANI/Ni5pj-5 2003 FOR RESIDENTIAL INGROUND POOL.S,
....................
A4 ANE,/NSP-3 lqclq FOR PERMANENTLY IN57ALLED
RETURN LINE RESIDENTIAL SPAS,AND AN!51/AP5F---1 2006 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
0- rA AND AN51/APSP/100-15 2011 STANDARD FOR RESIDENTIAL
ko 51�,41MMING POOL AND SPA ENERGY EFFICIENCY
7t 9
11. 00 NOT USE OR OPERATE POOL OR SPA IF THE 5UC7 ION
TYPICAL S41WING FOOL
FITTING 15 MISSING,BROKEN,OR LOOSE.
en is. IF THE SUCTION INLET SYSTEM,SUCH AS AN AUTOMAT C
A
C) CLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM V4141CH
r'4
WAS A SINGLE SUCTION INLET,OR MULTIPLE SUCTIONS INLETS
PROFILE VARIES �414ICW CAN BE ISOLATED BY VALVE5,7PEN EACH SU:�710N
r4 JUNCTION 5VIIM INLET SHALL PROTECT AGAIN57 USER ENTRAPMENT BY EITHER
50X .01 03 5AR5 GRADE 40,12" O.C, _K CONCRETE DECK (SRAT' OR LARGER,
'L
I MION� OUT G..XG 4" TPIr AN APPROVED ANTI-VORTEX COVER, 12" X 12'
11N, IC TILE VERTICAL AND F-4" 1.,4/FIBER MIX 2500 P51 OR 07WER APPROVED MEANS
CERAM PORIZONTAL(TYP)
vi T-1 I
COMPACTED 501L UNDER
0 PAFKM MYNCHENBER& $ ASAWC., INCO.
0 (3 CONCRETE DECK LANDSCAPE AROWITECT5
PROFESSIONAL ENGINEERS
17241 RIDOEI,4000 AVENUE HOLLY PILL FLOR DA 52118
(386) 6'77-GBql FAX(58G) 6-77-21lg
FIN15H
1/7' MARCITE—\
z
UL APPROVED
UNDERIqATER LIGHT
03 BARS 12"ON CENTER
V) EACH V4AY (GRADE 40) TYPICAL
rN INVERT NEEDS TO BE 1.5 TItlE5 —51DENTAL S�VPOOL
r-i THE MAIN DRAIN PIPE
C)
THE DIAMETER DOV4N FROM THE TOP OF THE
osop 0 DE51GN FOR
MAIN DRAIN GRATE TO THE TOP OF TPE
0 MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL 000 0%0 MAIN DRAIN Pi/ RELIEF PLUG OR 2" POOL5 AND SPAS OF CENTRAL FLORIDA
&S 8.3�
0 70 7WE MAIN DRAIN BOX. 000,q.%po HYDROSTATIC RELIEF VALVE, IF REQ'D. POOL 5WELL 3000 P51 PUMP MIX CONCRETE
ROCKBED NOT, VALID�-4ITPOU7
IF THE MAIN DRAIN PIPE COMES INTO THE PNEUMATICALLY APPLIED.
=COVER DEEP 5"-T'IN VERTICAL NALL5(TYP)
MAIN DRAIN BOX HORIZONTALLY,THE END FLOOR AND 5-IFFOSOED 5EAL.
FROM THE TOP OF THE GRATE 70 THE TOP "ALL REINFORCEMENT S"-S"IN COVE5 AND FLOORS(7YP)
z OF 7PE MAIN DRAIN PIPE NEEDS 70 BE 1.5 f7*O SLOPE BREAK-
Lu 2500 r!IN.GUNITE MAY BE 5UB51TIUTED
TIMES THE DIA. OF THE MAIN [:�RAIN PIPF. 3 BAR 12:' ON CIENTER,EACH I�iAY < -7.0' DEEIP FOR aOOO PSI CONCRETE TH15 SIGNED AND 5EALED SHEET 15 TO 5E USED A5 A MA5TER
:3 BAR ro' ON CENTER,EACH v4AY > TO' DEEP AND'OVER.
LLJ 1-1/2 TIMES THE DIA. FILE COPY . IT ;-41LL BE USED FOR A MAXIMUM PERIOD OF ONE
1-1/2 71"ES THE DIA. YEAR EXPIRING ON 12/31/13. IF TPE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, T415 DRAV4ING
5EECTION. MAY 5r= RENDERED VOID.
JAN 2 2013
C-AIN it--2 0 1/3
)RAIN
AIN
.32,
5"=-F=T I OF 4
RAIN PARKER MYNCHE ERG,F-r::. 032645
THERAPY JET THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOHN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
RETURN LINE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY,THE COVER
MAIN DRAIN MEET THE VIRGINIA GRAEME FROM THE TOP OF THE GRATE TO 7PE TOP
RECIRCULATION PUMP BAKER POOL AND SPA SAFETY ACT. OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
(SECOND MAIN DRAIN MAY BE ON 51DE V4ALL) TIMES THE DIA.OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA.
1-1/2 TIMES THE DIA.
MAIN DRAIN(SUCTION)
----------------
CHLORINATOR
POOL MAIN DRAIN
UNDERk4A7ER LIGHT DRAIN
FILTER
RETURN LINE
3/4" BULLNO515
......---------- --------- TILE OPTIONAL
......... ON EDGE Or CAP TILE/BRICK/OR CANTILEVER�,IITW
STEP, VIATERLINE TILE
ACRLYIC FINISH
TyplcoaL SPA POOL - 2 MAIN DRAIN$ ON FLOOR
2-05 REBAR
CONTINUOUS
N N'�ll I "X
Ln X
rn x
x�
POOL 544ELL 3000 PSI CONCRETE
PNEUMATICALLY APPLIED. Nl\
G" IN VERTICAL �,4ALLS(TYP) 4" 7PICK CONCRETE
u G" IN COVE5 AND FLOORS(TYP) DECK V4/FiBERMIX
-19
57EEL
5000 P54
0 2500 MIN.GUN17E MAY BE SUB51TILITED k4ATER REINFORCED A
3: FOR 5000 P51 CONCRETE LINE CONCRETE
ro"XG" CERAMIC TILE
rn 1/2" QUARTZ
(N FIN15P
rn LOH
VARIES PROFILE
JUNCTION
BOX
UL APPROVED DWK AND TILE DETAIL
r4 UNDERHATER
-4
f14 LIGHT
PARKER MYNCWENBERG 4 A550C.
vi I- IN I I-- Nc.
F'ROFE551ONAL ENGINEERe LAND5CAF`E ARC41TECTS
0
0
a. COMPACTED 501L 1'72q IRIDGB-�001) AVENUE I-4OLLY PILL FLORIDA 32118
(386) G7-7-68ql FAX (38ro) G-77-2114
(D UNDER CONCETE r — — j I
z
DECK
EXTRA 03 BARS
"AIN DRAIN -i
5-U-C7.ION L.I-N-E----------- CON71NUOU5 TYPICAL
v) --------------- - ---- -------
------------- ----
----------- -------------------1. -
RE51DENTAL 5ksI/POOL
c:) DE51ON FOR
0 03 BAR5 12"O.C.
0 0 0
0�-.o 0 00800 VERTICAL AND FOOL5 AND 5PA5 OF CENTRAL FLOR DA
0 0
'60 0.00 PORIZONTAL eTYP)
0 0 0 0 (GRADE 40)
MAIN DRAIN Al RELIEF 0,00 0 NCT VALiO Vq�THOU7
00 P'00 008
000 0 .00 E:-lBoS-5E1D-SEAL.
PLUG OR 2" 0
< 0 0.0000
1-- HYDROSTATIC RELIEF 0 0 0
z C) 0
uj VALVE, IF REQ'D. *.o 0.0"
00 71-115 SIGNED AND 5EALED SHEET 15 70 BE U5EDA5 A MA57ER
ROCKBED FILE COPY . IT KILL BE USED FOR A MAXIMUM PERIOD OF ONE
cc YEAR EXPIRINO ON 12/31/13. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, TP15 DRA1,41NO
AN 2 013
MAY BE RENDERED VOID.
0
SECTION
FARKER MYNCP BERO, F�E. #32645 5�-IE=-T 2 OF 4
:D
cr-,
co
POM 50WINS NOTWs BONDING CONDUCTOR
1. EQUIPOTENTIAL BONDING OF PERIMETER 5URFACE5 REQUIRES A S. COPPER BONDING CONDUCTOR SHALL BE BONDED To THE POOL AND SPA REBAR AS �FROM POOL OR APPARATUS
5POKIN,4 LOCATIONS,MINIMUM AT EACH SEPARATE BODY OF WATER,U5IN&A 08 AH5
COPPER CONDUCTOR;MINIMUM 015 Al,-4G BARE SOL D COPPER BARE SOLID COFFER CONDUCTOR.FOR NON-CONDUCTlVE POOL SPELLS,BONDING
CONDUCTOR NWICP FOLLOV45 THE CONTOUR OF T4E PERIMETER AT 4 POINT5 SHALL NOT BE REQUIRED.
SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE HALLS
OF THE POOL AND kWICW 15 SECURED V41TWIN OR UNDER THE 41. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
PERIMETER SURFACE 4" TO G" BELCH 5UBGRADE. T14E PERIMETER THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SPELL NEC 680.26 (VERIFY LOCATIONS) USING #8 AWG BARE SOLID COPPER HIRE.
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE
PERIMETER OF THE POOL. 10. COPPER E30NDINO CONDUCTOR 544ALL BE BONDED TO ALL METALLIC COMPONENTS OF
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY L15TED MEANS THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING,BUT NOT LIMITED 70,ALL
PANDRAILS,DIVING BOARDS,AND LADDER GRABRAILS IN THE POOL AND SPA AND
AND INCLUDE ALL METAL HIRING AND ALL FIXED METAL PARTS TWAT ARE kiTPIN 5 FT.
OF EXCAVATION. HORIZONTALLY OF THE INSIDE WALL OF THE POOL (5PA) AND 12 FT VERTICALLY A50VE
PER NEC 250,101. BONDING CABLES UNDER SLAB 5PALL BE PLACED AT THE 50TTOM
5. HWEN REBAR 19 UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTER5 THE MAXIMUM HATER LEVEL OF THE POOL U51NG 08 AHG BARE COPPER HIRE. NOTE I
ADJACENT TO THE POOL(HITWIN 5 FT),THIS REBAR SHALL BE BONDED USING II. ALL POOL AND SPA LIGHTING NIC�41ES SHALL BE BONDED TO POOL AND SPA REBAR
08 AHG BARE SOLID COPPER CONDUCTOR BY L15TED MEANS PER NEC 250B PER NEC 680, THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
TO THE BONDING CONDUCTOR. REEIAR AT BOTH THE POOL AND TPE SPA,PER NOTE 8,ABOVE,NWICW SHALL, IN
4. LOCA71ON OF COFFER BONDING CONDUCTOR,BONDING JUMPERS,AND CONNECTIONS TURN,PROVIDE BONDING OF THE LUMINAIRE NICHES.
5POHN ARE DIAGRAMMATIC ONLY.CONTRACTOR SHALL FIELD ROUTE TO DETERMINE
12. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
EXACT LOCATION.BONDING CONDUCTOR SHALL CONFORM TO T14E SHAPE OF THE POOL THE POOL AND ITS PERIMETER SURFACES PRIOR 70 COVER-UP OF THESE AREAS.
kPILE MAINTAINING SMOOTH RADIAL CURVES - NO 110* RADIUS SHALL BE PERMITTED.
5. RE515TANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS.
G. IF REQUIRED,ALL GROUND R005 SHALL BE 5/S" COPPER CLAD STEEL,S' LONG N07E I
AND DRIVEN TO A DEPTH OF 2S" BELOH FINISHED GRADE,MINIMUM,AND HHERE
USED 5WALL BE BONDED USING 08 AHG BARE 50LID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. NOTES 2 AND 5 NOTE I
SPA
'7. SPECIAL CASES MAY INCLUDE,BUT ARE NOT LIMITED TO,VAN15PING EDGE FOOLS,
POOLS HITP PERIMETERS OF VARYING(VERTICAL) GRADES,DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS,5TOP/RETAININC7 HALLS,AND ZERO-LOT LINES.
IN THESE CASES,THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE BOND JUMPER MINIMJM 5/8" DIAMETER
V41TH NEC OSO.26,NOTE I (ABOVE),AND DIRECTION FROM THE AUTHORITY WAVING & NOTE S COPPER GROUND ROD FROM POOH REIBAR OR
JURISDICTION eAWJ).THE ELECTRICAL CONTRAC70R SHALL BE RESPONSIBLE FOR NOTE 3 BONDING CONDUCTOR
COORDINATION OF THE BONDING 1,41TW THE AWJ IN THE DETERMINATION OF ITS TYPICAL TYPICAL DRIVEN UNTIL MAXIMUM
APPLICA71ON OF THE NEC. RESISTANCE VALUE OF
NOT 3 25 OHMS 15 REACHED
TYPICAL (IF USED) NOTE I
BOND JUMPER b
NOTE q
TYPICAL BOND JUMPER
Ln NOTE 10
TYPICAL
IA =TER
15/8.. D ME
R UND ROD
UNT L MAXIMUM
V LUr
A :OF
' IS C'r
REA =0
NOTE
= I
E3 TYPICAL BONDING 7-rFl=-5
SHIMMING POOL L7 FIXTURIE NOTES 1,4,
NOTE 11 N07 70 51–ALE
5 AND 8
C3 TYPICAL NOTES:
1. SPLICES(Hr:LDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE HIT"MANUFACTURERS RECOMMENDATIONS.
Ilk I
LADDER,HANDRAIL,
DIVING BOARD,ETC. TYPICAL POOL BONDING PLAN
-ORt-Ir
/TRAN5r :P NOT TO SCALE
PUMP MOTOR
JUNCTION BOX
(IF USED) BONDIN G LE GEND-
0 BOND CONNECTION,PER NEC. :250.8
vi
i — PARALLEL TAP CONNECTION, PER NEC 250,8
0 PAFWZR MYNCWENi5EWXv' INC.
0 UNDERGROUND BONDING CONDUCTOR, 08 AHG,(MINIMM) PROFESSIONAL ENGINEERS LANDSCAPE A HITECT5
11211 RIE)GEI.-400D AVENUE POLLY �411_1_ FLOR DA 32118
=L
POOL LIGHT NICHE (386) G-17-68411 FAX(386) 677-211
METAL CONDUITS
rff—
OR PIPING SYSTEM
CONTROL PANeL(S) TYPICAL
—51DENTAL 5WPOOL
POOL RE
REINFORCING DE51C7N FOR
0 STEEL POOL5 AND SPA5 OF CENTRAL FLORIDA
0.
J. 110-0111 0 NOT VALID HITPOUT
CASE
F-M5055ED 5EAL.
z
TYPICAL FOOL BONDING 5C�4EMATIC THIS SIGNED AND SEALED SHEET 15 TO RE USED AS A MASTER
Lu FILE COPY . 17 V41LL BE USED FOR A MAXIMUM PERIOD OF ONE
w NOT TO SCALE YEAR EXPIRING ON 12/31/13. IF THE FLORIDA BUILDING CODE
�z
15 ALTERED OR MODIFIED BEFORE THAT DATE, T1415 DRAHING
0 SCHEMATIC NOTE5! MAY BE RENDERED VOID.
JA
1, TI45 EQUIPOTENTIAL BONDING OF ALL CONOL.CTIVE POOL 5PELL5,PERIMETER SURFACES, I'
T-1 –, ETALLIC COMPONENTS,UNDERHATER LIGHTING,METAL FITTINGS,ELECTRICAL r=OUIPMENT,
AND ME7AL HIREv4AY5/CONDUITS SHALL BE IN ACCORDANCE V41TP NEC GSO.:26.OR,AS
ACCEPTED BY THE AUTPORITY HAVING JURISDiC710N(A�4J),
:D PARKER MYNCI NEER(_4,P.E. 03:22645 SWEET 3 OF 4
3'-ro" MIN.D157ANCE
4" DECK 03 BAR AT 12"ON CENTER
BAR 70 BE 5 F7 LON(5 3-1/2" 7YP LESS 71,4AN I ON I
E ALL SLA55 (2) 03 REBAR CON7. (3) 03 REBAR CON7.
-77 77
THE POOL CON7RAC7OR
SPALL PLACE ALL STEEL
I F7 IN 6
IN THE POOL PqALL AT NO
57E!
OR
MORE 7WAN 6"ON CENTER
�mx IN 507W DIRECTIONS IN
r N
AREAS V44ERE 7WE ANOLE
70
OF REPOSE IN ENCROACkED
I F7 �N
ON OR 7WE POOL 5WELL
ENCROAC�-IE5 IN70 71-4E
MAX. 1 70 1 AREA.
MAT XMI1,19 tv "Ta 0, :rs po=ms 81 SLOM romNo
TURN DOk4N FOOTER DETAIL Ty" I TYM 2 TYM 2 45*
SLAB-ft)OTIN(g MAILS
2500 MIN,c9UNITE MAY BE SUB51TIUTED
FOR 3000 P51 CONCRETE
USE GXG 10/10 k4W OR F15ER ME5W
04 BAR AT 12"ON CENTER CURE FOR ONE I^IEEK BEFORE IN57ALLING
ANCWORS.
1-03 BAR
CONTINUOUS EXISTINa 5TRUC7URE 5TRINGII BE SUPPORTEC BY
CLEATING TO SUITABLE ANCI,-OR
BRICK PAVER
POOL DECK DEVICE SUCH AS A 2" X 4" ATTACHED
2" X 4" 5TRINGER5
CONCRETE PAVER DECK V41TW ANCLIOR NAILS OR 7APCON5 70
PLACED AT 2 FT ON
rZSTING CONCRETE LANAI CR
CENTER IN ALL AREAS
EK 5TINa STRUCTURE OR ITS FOUNDATION.
STEEL TEX FORM 1,41 EXISTING STRUCTURE
1-03 BAR VERTICALLY 4 MIN 04 BAR AT 12"ON CENTER STRUCTURAL STEEL
0 56.1 ON CENTER— �L , '. - TO BE
IN PLACE
INDEPENDENTLY SUPPORTED
AV4AY FROM 51,40RING.
1-03 BAR B. /4., X A
L 12'
CONTINUOUS
TLIE POOL 5HELL PqALL SHALL BE
3000 P51 CONCRETE N1 2-03 REEARS
Ln ONSTRUCTED AT G" TWICKNE55.
rn —U5= 1/2" PLYP,1000 SWEETINC7
rn OR EQUIVALENT BUILDINC,
5 Rr:5ARS AT G" ON CENTER
IMA%MR DECK RIEMON FOOTING
pV pAVER DECK BOTH kAY5 IN AREAS TWAT EXTEND MATERIAL TO RESTRAIN 51DE
TIJItts,10OWN MAI L INTO T�41E ANGLE OF REPOSE OF EXCAVATION
:24"
BACKFILL BEHIND 544ORIN45 TO
u
PREVENT UNDERMINING Off
STRINGER MAY BE DRIVEN EX15TINO STRUCTURE.
0 2 FT RETAININ G WALL
INTO GROUND MIN.11"
RETAINING P4ALL 3000 P51 FUMP MIX CONCRETE
OR OTPERNI5E SUPPORTED PROVIDE kIEEP�401-155 AS
PNEUMATICALLY APPLIED.
TO PREVENT FROM KICKING APPROPRIATE.
OUT AT BASE.
r4 CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROU(SW 514ELL AS
SWORING DETAIL RAPIDLY AS CON0171ONS V41LL
rn IN LOCATIONS I^IHERE EX15TINO FOUNDATION 15 ALI-Oleq.TWERE IS NO SUBSTITUTE
r-i FOR RAPIDLY BACKFILLING
CD TLIREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS EXCAVATION TO PREVENT
04 BAR CON71N OU5 AT TI4E TIME OF EXCAVATION 5HORINO MAY BE REQUIRED.
UNDERMINING OF ADJACENT
STRUCTURE.
-z LL�
vi
04 BAR CON71N OU5
0 10APKEIR MYNOWENBEIRS 4 INC.
0
CL PROFESSIONAL ENGINEERS LANDSCAPE A CLIITEC75
1-72q RIDGEV400D AVENUE LIOLLY I-IILL FLO DA 32111
z
04 BAR AT G'-O" ON CENTER (386) 677-68011 FAX e38ro) 6-1-1-214
�417W CELL FILLED AITW CONCRETE
04 BAR AT G'-O" ON CENTER
V41TH CELL FILLED AITW CONCRETE
ul
r4 TYPICAL
RE51DF-NTAL 5ksI/POOL
4 BAR A712" ON CENTER 04 EAR AT 12" ON CENTER
DE51ON FOR
H A/
7=77 FOOLS AND 5FA5 OF CENTRAL FLORIDA
X
x //,XIX
F-
Lij
TPIS SIGNED AND SEALED SHEET 15 TO BE U5EC AS A MASTER
FILE COPY . IT IqILL BE USED FOR A r'IAXIMJM PERIOD OF ONE
24" 24"
YEAR EXPIRINO ON 12/31/13. IF TPE FLORIDA EUI-DING CODE
JA 2 1 2
15 ALTERED OR MODIFIED BEFORE TWAT DATE, -L,115 DRAAING
2 FT 0 INCW BLOCK WALL 3 PT 4 INCW BLOCK KALL MAY BE RENDERED VOID,
AALL 3000 P51 PUMP MIX CONCRETE NALL 5000 P-51 f=UMp MIX CONCRETE
AR MYNCLIENIBER0,F.E. 0152645 SI4EET 4 OF 4
C0