PLANSDAVIS ENGINEERS, P.A.
780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144
305.268.2566
A. C l* t Ceu4tATir01J
ES 1 Pool 5
- - _PR SSURes
P1-
(o2.4 P4 __k__l, $3'_ - ._.._ll 4 P sF__.
PSF
tr. 4,g z
r_3
DAVIS ENGINEERS, P.A.
780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144
305- 268.2566
e sst C, Fb4L S _ 1 ca
_LodO Seto- Mcm iii For _Sec1ct.1 of ss
(PIS Su ME ?- git�� ., - cNe _■p• )
_ M
S
l.A
uSAJ(7 Q _ .QGScn-
__bF.i.JG1N C� ft. -53
6
5 of
1' -,an
2'. <a'
loe.04) - -2z _ f?SI
30
_5 -1'
gR=il3(1 .sct') s.
2
4 1 1 ;6 c.� }('S _ 4 t] .� �.5
FL.=: .(t d + 13 C, cat( s)
M = 55 rdr 1.8 /fT =._ Coeao _lN -U' /tom
G.= 6 ";;
- -
� -
-
__Cccogs _A`S' �)C\ T STRESS _ rp1 _ 1_.c0 PSI .
l S �'` x.51
DAVIS ENGINEERS, P.A.
780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144
305-266-2566
esstc>
FIRINSet
C.-LAsS L.c..c.1
Coacg.e
MO
pAcv.-rpkg, _
■A)
,//
-•-
92.P \
cci4 vk) cci,App.o.
■
•s*
0
_0
c,c 4 cfkeTt
•
_ • _ -- _a .'
- •
_et_,NSS
_ ____p
, 0
M* ki
•
&LP GG -
p _J _CO25
Adye- 1, 00.
• f-`'• ';•
7 • .•,;; , 7
* • ''",". " • " i• •
•
7 -• t '
4 .
If • 4 " ,
, Z7 , 7 • „..
•
• • -"
1
pJT
FLTER AREA
RATE OriNit
37
$06-nal(i.4 50
.(v•S 5FPS)
•••., • ' '
.a •
•
R4=y'66 06-0;x36.4
•
• yr '4 .4. • • _
• :
GEWIZAL NOTE .. 8
. - ALL POOL GLINITE' OR CONCRETE St-o.u.. AT 3000 PSI coweResave STRevG WITHN 28 DAYS.
2 REINFORCNG $1-1A.U. ee r\ew 611E1 STEEL CONOORMH I2A
G TO ASTM A615. GDE 40.
,
ALL POING 61-(ALL EE‘ PVC Sa-EIXILE 40, APPROVED POR use N PQTAELE WATER
INSTALLATION. OF UG44TS. 00)ES, CROWDS. ETc• %W.-L.' PE fr. ACCORDANCE NTH T1-6
REQUIREVENTS OF SECTION 68 ) 0.7‘ Ce 1)-E NATKNAL ELECTRIC CCIDE. ' . • ,
5 ' THE OwNER SHALL`F4JRNI13-4 ADEQUATE ELEcTRICALSERVCE FOR, THE OPERATION OF TI-6 MOTORS .
AJGHTS S. eTo. •TVE OWNER st-LALL pRovioe A DIScatECT SVATQ-47AT Tvg PO% EIDUIRENT LOCATION
F It- IS NOTwrrt-Itt'50 i-ttt OF TVE FUSED swuracseivice POINT.
- 11-0 , P001. PUMP MOTOR, UG14T. LAANDRAILS AT tAixER orz q? RAILS SI-IALL. BE BONCED TO The
_., _ _ _
. PO/qt. STEEL WITI-I A II` a - SCUD ' CCPPER • WIPE N A 314" NOt• COMUT.
PUMP EQUIPMENT. (NOLUDNG FLTER ' AN/0Q 1-eA si-14..C. ' ee LOCATED 'Ai.3.0VE 11-E REGVRED EASE
Etopp'ELEV. 9R,F -
8,. .CA‘lAre ObOt?' AR lo rit-Otif ijkekkt: *cg
fAi\IC ROCK IN 12 VAX) L1 COMPACT WITH WATER AND THE BACKHOE E3UCKkT...,
toNcRere ArtArl.` 3060' Psi - COW ReSSive pAy6: " • ' 7
.
10 : P001. WATER DISPOSAL sHALL H ACcoPOANOe WItH; efc139 sc11cft 0O4 . 3
OVVI`EI2 ; a-4 6 1-1.: 1 A SCREEN ENCL,OSLRE Ferlee, OR WALL, wiri-4 set•F-CLOSNO AND SELF-
LATC14710 GATE e'EE DETAIL, FOR MNIMIN REOUIREMENTS 1144 ACCORDANCE WITH CODE, Reouts
owma Atko fiutteg ee e FOR il F2aEAs3 FROM uTIL1TY CON/PANES FOR
pRoPoeeo GONSTRUOTION WITIAN ", UTILITY eA set OR R1GHT-CF-WAY.
•
STA-we oARTRoGe FILTERS i (OR EQUAL), STA-RITE MAX--G-.A8 PLOWS •
mCOM TX 1 35 50 70 0 135 F'E501 PE5EL. FE
1/4 I 1/2
31 • 52 72 IO2 I 37
(OR EOLIAL)
Pe5oL
I/2
HP
RATE GPM
• 50' TD14
45
65
80 • 95 100
PE5GL
2
ELECTRIC LEGEND
i ® POOL LK4T SWITCH
(PDGF1 RECEPTACLE
0 0 TR 0 JUNC BOX
noN ION
RE:0*W FLOW RATE (ceRATINO* 12 ws/pAy) i.4 GPM •
RECOM'sfEl•NIED (OvieRAT 8 -IRS/DAY). GF'M
„
sPA TLJRNOVER I 4171-PS
CANT LEVER Ei)GE
CR' ccem
,tI WATER LINE
/•• a
•1/1/11.
•/1/111///1
b t.y;;;;;:'
- el
1
Time ctocK -
00..tt- 5 I 1
Hts
11=Erz:
11=i1
11
1111
es**
? IL: salami:NZ-
JIM* as
r--.; max
`I so
(ti a s
•
,
4AUGe. , -
pResSuze-Rie*e
'0,4AR TOP
CA?,
"
Lir •
+-7:97
NOT.E OE-TAILS AR .1•10-'1*-
SKIMMEP
.
4. • J .' ;5`.7.`Y' .
• ./ • •.•-, , •
vveR wo 2 5' •
VVEIR WATER LEVEL RANGE 2 3' 14 , puw
BASKET CAPACITY 2 75 CO
LINT STRAINER
PIPING TDI4GAM
DAVIS ENGINEERS P.A.
780 TAMIAMI CANAL ROAD
MAI, FLORIDA 33144
(305) 266-2866 •
•
CONCRE
(1
'OONT
Qtkr. e
'
• BE EUL • • '•.
•
I /i RkTLF14
r
2 ` §krvive
•
2' IORAIN
2 VACUUM Ve
( OP )
.41° .c.ONcPeTe kA0 - •
011.4,)(v41'4,4
OomisAcTeu _
y 44 e 000;0 - cocriloNA
,r411:=4,11V
x e TI4C46
PPE PLACED
4 - WALLS Tw • G
''rier•r-ORaNa
•ANII-vcRre.X. OR '
", (6., SO .11\11 MIN .1
•- . . ,
• • 4. • •
a I.
tobcRe
09 TQ •
i
I
1 1
MP) Li Luj
FENCE mo
(A) WATER LEVEL •
cE3) POOL DEPTH
(CY FLOOD CR1TY-3ZIA 1
(0) POOL BOTTOM aEVAT)ON (A..14)
(E)
(P-LFT HEAD (0-0) '
(F HYDROSTATIC VALVE
(G) BOTTOM AK) WALL. SLABS 1
TOTAL ADJUSTED HEAD (etF.G)
ft
10' MN.
20' MAX.
QRAVEL SUMP
8.0 FEET Ma.
G. <3 Feel'
& 7 4, •,
„a , •
,......,,, P6a
- •
pei\kizcio • :IQ.
AoTT01‘4 '
,4
AI ;
A.NT1'-' VORTEX COATE '
(6 S0 lt4. MN Cfal AP ) POCt.- POTTOAA
04N.
ALL.
pc2AN
•2 3' ESN
1 112-'0 x P 1,2
PE
MAIN DPAIN '
.
(WIT4 1-IYIDROSTAPo.VALVE)
SELF-CLOSNG 4 POSITIVE SELF - LATO-ING GATe
14 Fc FERMOP 1,00q1ei
4 rrP . POT • , 10 Ft 0 C 11a,D" LATCH
• ■Fi •
••••••• • II
■•••■•••■■•• •Ati! ,,,-
)•••••••■-
••••••••
■•••••••.
•••••••••
■•••••••4
■••••
■•••■•••• Wi
••••••••
■•••••••■
••••••••
1■•••••••
••••••••
0•••••••4
4
••••••••
PA•A•a•a•A
•
4' MIN .
DE-CIC
.4 a SOLO (CU
- 4" NON-CORROSIVE CONDUIT
# 3 EARS
-4• 300 WATTS- I 2 VOLT REMOVABLE
MN. UIDERWATER LIGHT • OR DRY LIGHT
SPA UG1-rt 115 WATTS
AND PUMP SWITCH
e" ELECTRIC DIAGRAM,
r#,Q FEET MSL
, r o . . FEET MS!
4. FEET
-2.0 FEET
-2.5 FE-ET •
POOL. AREA 350 so. FT SPA AREA JJ4I 334 .$0 . Fr g
POOL CAPACITY s 11 ) ' GALS SPA CAPACITY 150
• ••.."
""':•7•••,i
.;;
•.',1 •
4
',A=,AA •
t.
SPILLWA
WATE:g kytt.
6 WALLS, 6 swat
PNEUMATICALLY PEACH?
CONCRETE WITH # 3 0 10' E.W.
SPA SECTION Nis
sc-e NOT
EsXI*TINO
woop pecic
VACUUM
WTH PLUG
IlAiNORAiN
POOL NOT INTENOE9
18 x 3V/1110t1t- WITH*.
.;
IsiiittimiL, cONTWTINO-TILO Ai E
POOL t.)RPACE, AREA 350 $0.PT.
POOL • 0E 60.33 PT.
j.
- • ,
' ? A• IA`
■ _ 7 . • .
„; •
-
• 4
p
Ast
NOtEI ALL PIPI4' 51 -k`WN ON T1-1LG PLANS IS TO BE SCHEDULE 40, PVC -PW, NON THREADED, NSF APPROVED. PIPING SHOWN AS CURVED IS FOR LOCATION PURPOSES ONLY, ALL. PIPING 10 BE JOINED WITH APPROVED PITTINGS. I-4EAt EXCHANGER(S) IS A PROPRIETARY NAME GIVE=N BY THE POOL COMPANY FOR PLOOR INLET.
•
50.8 150
� a
EQUIP
48" TALL CHILD FENCE
LOCA'. E17 ,4 MINIMUM OF 20"
FROM P00 -'13 WATER EDGE
98.50
1500
NOTE, CONTRACTOR SHALL VERIFY ALL SETBACKS
FRONT P'ROP'ERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS BE 1E68 THAN
THE MINIMUM REQUIREMENTS, EITHER BY MINER OR
BUILDING OFFICIAL, THE ENGINEER SHALL B8 NOTIFIED.
0
0
15.00
N.E. 33 STREET
51TE PLAN
I " •20 '
SEPTIC
TANK C
a
PANEL
21 .00
30.50
METER
WATER
1
�� a nd
in
�TE gEQ en cute
#OOL s g 1 et
1 Access gates t he r s must op ` i �.�.an , to
a way 1C.c,cs\rggise . e ■ the
be Se 6 cn 90 0\ ,....\ than 5A
i00.ca ,ASS
dei r ca tch n� ate.
of g
d i *Om 17 43
an ¶ r , J, % Y14.2.
14.2 . .'1. ,
-,s'
O.H.
ELECTRIC
SERVICE
POOL REQUIREMEWS:
SELF - CLOSING/ SEI- F- LOCKIN:;;�
GATES ?E.OUIRED
FENCE: 4' HIGH (MIN,)
AND NON - CLIMBABLE
IF NEIGHBORS REMOVE FENCE/
WALL, OWNER MUST REPLACE
WITH A 4' FENCE ON
OWNER'S PROPERTY
Iii," VENT LOCATED A
MAXIMUM OF 50 FEET
FROM MAINDRAINS
VENT LINE LOCATION
TO BE DETERMINED
IN FIELD O
POOL
EQUIP
+12"
41 -6"—
6' -6
5'
;t
1'
1 0 ' - 6 "
INLET
HEAT 0
a
EXCHANGER
PAVERS ON SAND
24' 6"
BULLNOBE
COPING
30'—
VACUUM
0
13' -6"
EXISTING
RESIDENCE
A
MAINDRAIN
150W /
® 8AM8
LIGHT
MAINDRAIN
WEATHERPROOF GFI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
POOL LAYOUT
1/4"•I'0"
I'6" WIDE:
SWIMOUT
SKIM`1EER
POOL WA! -.L WHERE LQCATJ)
WITHIN 5'0" OF BUILDING
SHALL BE 6" THICK REINFORCED
WITH •'3 BARS AT 6" C/C E.W.
-3' -6'
3'
APPROVED
zo t4 t G
MECHAN:CAI
BLDG,
•
- v_
11/2" VENT LOCATED A
MAXIMUM OF 50 FEET
FROM MAINDRAINS
VENT LINE LOCATION
TO BE DETERMINED
N FIELD
0
A.11ANI1 SHORES V111AGE
13r
OA TE
(.2/
4 7 1/4 4
6
asa
SUCJECT TO CCMPl1ANCE WITH ALL FEDERAL,
STATE AND COUNTY RULES AND REGULATIONS
RMMEMER
Mi `t 3 1 21113E LUI
GENERAL LIGHTNCs - 2310 SQ. FT.
AT 3 WATTS / 6Q. FT.
agttg
6900
APPLIANCE CIRCUITS 4 LAUNDRY
4500
RANGE
12000
DISPOSAL
800
DISHWASHER
1200
REFRIDGERATOR
1200
DRYER
5000
WATER HEATER
4500
&aTOTAL
36100
POOL LIGHTING
225
36323'
TOTAL
FIRST 10 KW • 100 PERCENT
10000
Rig • 40 PERCENT
10530
AIR HANLER
15000
I -EAT PUMP
6000
POOL PUMP
2100
TOTAL
43630
43630W / 240V • 1813 41PS
ELEV. TOP OF POOL WALL
6.0
DEPTH OF POOL •
5.0
ELEV. top OF MAINDRAIN
1.0
MIAMI DADE COUNTY FLOOD CRITERIA
5.0
ELEV. TOP OF MAINDRAIN
1.0
POOL IN FLOOD CRITERIA
4.0
LESS 2'0" HYDROSTATIC VALVE
2.0
SLAB THICKNESS REQUIRED
10"
42
SURFACE AREA (6Q. FT.)
434
880
VOLUME (GALLONS)
12152
.2
TURNOVER (HOURS)
3
26
PERIMETER (FEET)
98
DECK AREA (SQ. FT.)
690
NOTE:
BASED ON INFOW.4TION PROVIDED THIS
OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR
THE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
NOTE: FROM TRANSFORMER TO
JUNCTION BOX:
300W: 2 10 1HHN + 1 4 12 TI-II-IN
150W: 3+'12 THHN
15W OR 100W: 2+94 THHN + 1 12 TI-11-IN
ALL I/7" CONDUIT
POOL FILTER
CARTRIDGE 3008Q.
FT. OF SURFACE AREA
WEDGE
E
SAND BED
*2 SARIS AT 9" G .N1 ER8
BULL-140
C07°11 1G
200,4
D18C.
METER
POOL NEATER
6 HP HEAT PUMP
AIR RELIEF
VALVE
NATURAL GRADE
OR COMPACTED
FILL
_' BARS AT 12" CENTERS
FOOL SECTION
NO SCALE
2 "6 THHN +�
2 +'10 T141-IN IN(,• DISCONNECT
/a" CONDUIT SWITCH
DISCONNECT
2004
PANEL
I -2P -604
1-2P-40A
1- 2P -20A
1-1P-15A
3 "12 11-11-IN IN 1/2" COND.
RISER DIAGRAM
•/"'"
P
POOL WALL
PAVER DETAIL
NO SCALE
TIMER
2 "8
NYDROBTATIC
RELIEF VALVE
8Et IN WASHED
ROCK BED
TI-114N + I 0 10 TI-41-IN
IN " CONDUIT
6 HP HEAT PUMP
16V
TRANSFORMER
JUNCTION BOX
150W/12 V /LGT
15W/12 V/LGT
2 HP PUMP
3 12 1HHN IN 1 /2" COND.
CHLORINE
GENERATOR
r
CA gfiN •
O V
:-
••* ( r . '-4 vi. 4 py \AP
re_ ■ ♦• =�: �' f16-'
� s
�� D� !►� ° 3 1" c P�
1 ,1 17., ..44* , a q 11%
RECIRCULATION PUMP
2 HP, 95 GPM AT 60' TDH
SELF PRIMING
EQUIPMENT ISOM TRIC
NO SCALE
BRICK PAVERS
4;t
T
SEAT T OSING 8E TILE
*3 B4R8 AT 9" C/C
VERTICAL AND HORIZONTAL
SWIMOUT SECTION
NO SCAL
SEE TAPERED
WALL SECTION
NOTE: JUNCTION BOXER TO BE LOCATED A
MINIMUM OF 5 FEET FROM WATER'S EDGE AND
12" ABOVE COPING OR DECK NOTE: ALL METAL LOCATED WITHIN
5 FEET OF POOL WATER SHALL BE
BONDED.
TO GROUND
BAR IN PANEL
SEE POOL SECTION FOR
FLOOR SLAB REINFORCING
HOU8E PANEL
RECIRC.
PUMP
"S BARE COPPER
WIRE +15 FOOTER
STEEL
NOTE: IF CONCRETE DECK
18 NOT PROVIDED, 11-4E BOND
WIRE At THE POOL STEEL
SHALL BE ENCASED IN 3" OF
CONCRETE.
NOTE: ALL PIPING SIXES SHOUN ON THE EQ JIPMENNT
ISOMETRIC SHALL 13E MAINTANED TO FITTINGS.
EXCEPTION: ALL INLETS MAY HAVE 11i" PIPE
WALL PENETRATIONS TO INLET FITTINGS AND
DETAILS ON NI8 SHEET 81- (OWING OTHER SIXES.
WATER LEVEL
WEIR
CERAMIC TILE
T1 -4ROAT
POOL WALL
8"
BAR SF:,- IC
WALL SECTION
NO SCALE
NOTE: BAR SPLICE NOT REQUIRED
WHEN FLOOR SLAB STEEL IS BENT
INTO WALL.
APPROVE
CONNECTOR
POOL STEEL
MAT
30NDING DETAIL
NO SCALE
ADJUSTABLE LID
SKIMMER DE TAIL
NO SCALE
HEATER BASE
"10x PAN POOL HEATER
HEAD 8/8
TA ' P N
&CRC TE
PILFER -PUMP
SOLID CONCRETE
ADDITIONAL
REINFORCEMENT NOT
R
r3 s 9 " CENTERS
BLAB WIRE WEDGE 8/8 LADDER
OR HANDRAIL
MESH ANCHOR IF PROVIDED
W/ GROUNDING
JUNCTION SCREW
BOX
CONCRETE
BASKET
(MIN 15 SQ.IN.)
SUCTION LINE
`4y, CONCRETE 8La13, RIINP
U 6x6 i0 /I0 wIRE MESH
ANCHORAGE DETAIL
NO SCALE
LIGHT
NICHE
POOL FILTER
RECIRCULATION PUMP
T
3 '4 "x2" BULLNOBE TILE
BEAT NOSING
*3 BARS AT 9" C/C
VERTICAL AND HORIZONTAL
SWIMOUT SECTION
(ALTE NO SCALE
NYDROSTAT(C UPLIFT
a_
0
n
SEE POOL SECTION FOR
FL OOR BLAB REINFORCING
NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN
6.1 FEET THEN THE FLOOR 8LAB SHALL TAPER FROM
6" AT THE SHALLOW END TO THAT INDICATED ABOVE
A8 SLAB THICKNESS REQUIRED.
• ALLOWS FOR WALL SKIN FRICTION OF 30 P8F
AND THICKNESS OF 8LAB
BULLNOBE
COPING
SPLICES MAY BE ELIMINATED
IF STEEL 18 CONTINUOUS
NAND OR FACTORY BENT (NO NEAT)
12'
•
''3 BARS AT 9" C/C
1' -6 II
LOAD CALCULATIONS
BULLNOBE TILE
(OPTIONAL)
TERM NATION
OF BOTTOM
STEEL
SEE POOL LAYOUT
8" 10" 12" 14" 16" 18"
8LAB THICKNESS
TAPERED SLA3 DETAIL
NO SCALE
DOUBLE BULLNOBE
6" CERAMICS
ANTI VORTEX
=- MAINDRAIN
STEP AND SEAT STEEL HYDROSTATIC
NOT i QUIRED
STEP SECTION
NO SCALE
-- 1' -4"
RELIEF NOT REQ'D.
SPA SECTQ i
NO SCAL
BOND WIRE TO
POOL STEEL
NOTE: BOND WIRE TO SE SECURED •����
TO STEEL WITH APPROVED CLAMP. _ 1
CLAMP TO BE ENCASED IN DECK
SLAB OR CONCRETE BOX PROVIDING
MIN. 3" OF COVER AROUND CLAMP Ism
" NON METAL IC CONDUIT
TO JUNCTION BOX
2 BARS
'
ACROSS NICHE
POOL AND SPA DATA:
6
1 2
7„
TERMINATION
OF BOTTOM
STEEL
- -12 "-
DOUBLE BULLNO8E
F OR TILE
11/2" AIR VENT
2 " E7 /INLET LINE
8 3 BARS AT 9" C/C
OPTIONAL 3 /4 "x2"
BULLNOSE TILE
NOSING ON STEPS
AND SEAT
BARS AT 9" C/C
POOL WALL STEEL
L IGNT BOUY
UNDERWATER LIGHT DETAIL
NO SCALE
Fy .
TOP C>F LOWEST COPING,
YARD OR DECK WHICHEVER
IS HIGHER
1 HYDROSTATIC RELIEF
TUBE. ONLY ONE REQUIRED
PROVIDE SCREEN
MESH AT JOINT
VENT DETAIL
NO SCALE
VENT LINE LENGTHS:
1 HP OR LE88 PUMP • 30 FEET
Ik HP PUMP • 40 FEET
2 HP PUMP • 55 FEET
21/2 HP OR LARGER • 14 FEET
VENT LINE8 DESIGNED TO
PROVIDE RELEASED IN 3
SECONDS OR LESS AT A
MAX VACUUM OF 4.5" Hg.
7• .
� � 3 e4 Ra�r
^ ri, y c
TEE
SAME SIZE /IS
A8 PUMP
SUCTION
MAINDR'A.N D�',4.L
NO SCALE
POOL SAFETY DEVICES:
AS PER NE FLORIDA BUILDING CODE, THIS POOL AND /OR SPA SHALL BE
PROTECTED (AT THE OWNER'S EXPIEN ETROM UNAUTI- IORIZED AQCCE68
IN ACCORDANCE WITH ONE OF NE FOLLOWING:
L A PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART
CF THE HOUSE AS A BARRIER NIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE
COMPLIANCE WITH R410111 CF THE FLORIDA BUILDING CODE 2004 EDITION.
ACCE68 THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF
LATCHING GATES COMPLYNG WITH THE ABOVE INDICATED ARTICLE.
IF A PART OF THE HOUSE IS TO DE USED AS NE BARRIER ALL DOORS
AND UJND01.1.6 WITH DIRECT ACCESS TO NE POOL SHALL BE EQUIPPED
WITH AN EXIT ALARM COMPLYNG WITH UL 2011 THAT WAS A MINIMUM
SOUND PRESSURE RATING OF 85 d8 A AT 10 FEET AND IS EITHER HARD
WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALAR'1 SHALL PRODUCE A
CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE
OPENED. NE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 18
OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE l.10USE
DURING NORI1AL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE
EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE 114E
ALAR1 FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST
NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE
LOCATED AT LEAST 54 I7 ABOVE THE THRESHOLD OF THE DOOR
2. A SAFETY NET OR COVER 64-IALL BE N6TALLED COMPLETELY COVERING THE
SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE
WATER THE NET OR COVER SHALL BE N COMPLIANCE WITH A6TM F1346.
3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 NCI-ES N HEIGHT SHALL
BE NSTALLED AROUND THE PERIMETER OF THE POOL- PREVENTING ACCESS TO THE
WATER FROM ALL DIRECTIONS. NE SAFETY FENCE 61-1ALL BE PER1ANENTLY INSTALLED
AT ONE END WHICH CAN ONLY BE REMOVED SY TOOLS.
4. A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO
PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE 18 INSTALLED IN
COMPLIANCE WITH ITEM 3 ABOVE.
PLUMBNG NOTES:
L ALL POOL AND EQUIPMENT PIPNG SHALL BE SCHEDULE 40,
PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 40" CENTERS WITH CLEvlS HANGERS.
2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 1 1,2" DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE
N ACCORDANCE WITH LOCAL. BUILDNG DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MANDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL NAVE 6PRNG LOADED CAP IN ACCORDANCE
WITH NE FLORIDA BUILDING CODE.
6. ALL PIPING 644ALL BE INSTALLED N ACCORDANCE WITH 114E
FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER-
TANS TO SOUYANCY.
1. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL
BE LE68 THAN 8 FEET PER SECOND.
8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL
BE LESS THAN 10 FEET PER SECOND.
ALL PIPING 51-IALL BE SUITABLE FOR EXPOSURE TO ULTRA
VIOLET RADIATION AND NOR AL OPERATING TEMPERATURES.
NOTE:
HOSE BIBB WNAQJUM BREAKER REQUIRED
PROTECTION OF WATER SUPPLY TO COMPLY WITH FBC R41019
DISPOSAL TO COMPLY WITH FSC F2410I.10.1 - R4101.103
COVERS REQUIRED, PLANS TO COMPLY WITH FBC 13- 612.IABC232
WATER HEATING EQUIPMENT TO COMPLY WITH F$.C. R4101.14J - R4101J45
SWIMMING FOOL "DATER (.(EATING EQUIFi'1ENT SHALL CONFORM TO NE DESIGN,
CONSTRUCTION AND INSTALLATION REQUIREMENTS N ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICES AND SHALL BEAR THE LABEL OF
RECOGNIZED TESTING AGENCY, AND 61-1ALL NCLUDE A CONSIDERATION OF
COMBUSTION AIR VENTING AND GA8 SUPPLY REQUIREMENTS FOR WATER HEATER8
CONNECTIONS, ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH
FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER PER PAC. R410I.14.4
ELECTRICAL NOTES:
1. ALL POOL ELECTRICAL WOW SHALL BE ACCOMPLISHED N COMPLIANCE
WITH FLORIDA BUILDING CODE
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
WITH THE FLORIDA BUILDING CODE.
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 100"
OF POOL'S WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED 6NAOWNG EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE
ELEMENTS 61-1ALL BE ENCLOSED N A WEATHERPROOF CONtANER ALL PUMPS,
HEATERS, PIPING AND RELATED POOL EQUIPMENT 6140W ON THESE PLANS ARE
SATISFACTORY FOR EXPOSURE TO THE ELEMENTS.
STRUCTURAL NOTES:
L ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRETNGN OF 3000 P61.
2. ALL REINFORCING 8/EEL SHALL NAVE A MINIMUM YIELD
STRENGTH OF 60.000 PSI.
3. ALL DECK CONCRETE (WHEN WALLED UNDER THESE
PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 2500 P6I.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH EASED ON ACCEPTED
ENGINEERING PRINCIPALS.
5. ALL REINFORCING SPLICES SHALL SE 18" N LENGTH UNLESS
OTHERWISE INDICATED ON THESE PLANS.
SOIL NOTE:
BARED ON A VISUAL NSF'ECTION OF NE SITE,
SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE
FOR TI-E DESIGN SEARING CAPACITY OF 2000 P6F.
HOWEVER IF DURING EXCAVATION, CONDITION
OTHER THAN A80VE ARE ENCOUNTERED, THE
ENGNEER WALL BE NOTIFIED.
gi-vb
2
CC
2
-%
NOth
�0 1
0
cf)
"st 44\11
/ -:'wig Pf:
cn
MAY 5, 2006