PLANS� 14 ;6 % 32 Q.E
a.1 %. T i ,:fI0
12 rrk '!�►r�:;
sir; F, .4#s : aAR
104 L 44 1.4v.
.. S it '!V . 0A
;,NQ 1YIt0.. ...•
j
6A1*' •31Mtk•
E:; 4 if
f, 1 I 1:>,
}r . ork ) y /
= 'r1Tt1p
V F WAi tt- .... l,�t � b `t er 4
:, SP rrllfa, ; .
Yti *OO � ONts' (
Noted OATH ,sCrC►Ii
..r; POO.D : 46,"6.
5 . A (1% ..'s Arr
MA:g
• ef S•< S .itt j
I'ok`a a
TC
1.1►1p._ FL. gi lt•!' i'lr1L.
0Alt(449A ?LAST.VVAti'
1111.1 N� ^ r • r2 LYi+N ) ,? y1r
•
" - oa
3.i 'Hf
<CTjx
Ala
PAr!.4 L
T sZA d7. H- Pt.,a�t
0 AV' >:tr!`.; l4' k't ., ?t:A9rgt2; ►v .At.L
_ c . O,t,ti•jtil �..1'..►1�ftiDftLY:.3faf `a..;'
-
omer
E f) ! ° t
sAr, g r'r rrJ. A '.
•
_/ , _0.2P.5Ef y.,/
2.o 4 / »'tP, a:'r f I / r / : o .. .1 f . ?..
"�, /i�t .r ` }, f � 1 : °l) ; .4f')p . = ij ') •f.i ;• H . 1 .•
/A
. : # 1 /1.1 ': #k/0 Via, < / ..
, �. ' . / t if «! fJ r i % f. r g.-, . J7 rio'.: • f /GO ",/'. .: l! ,.,4'"a
. .4 "4' p 1 ; - ' 1 1 . 4 - C /.<:C ,'
r. a
- ..- -'r- ~ R -
n:.
t r l ;4) At
J L A a
. /0 '?2 S//
'0'!Arr RCD.'.1 %"A47PC -I ,4G
21)*--
4.7
t 4 ,3A it � 'oLa�rrj�vs (AA - •
•
8 tlf :.alt) ►:. Xed!`10A!/C1)
1.1utS
ll � �� I,C?, e6v1C•
•
l2At /4 ~ f.. ?'1�.
it' T3 aADS
h�rS
•
,a
/5'. /1"
_ 4
-r - . - . L;
2
/ -; RkS :? 4A Nrt
Pe) A�11'1 . / t Ea P r
_ f/ 1 fi' < - ; r
r
1711 A'.f"••) :.t . L a Pt/ t A
i?: s,• «y
5 y f�CZ
±F':
14 4
•
^. . ....+1 • n , J.
\v NUrd CdAts ; SHItV G.4
i tc ! tit' Ss.:.. f3 i►< t *;r+ .:'
.....�. A ..•p . `M�� 4,•: :y,. •
Y� ►.tr �s
4:.0 0. -x ; '11 a.
— �.F=•c < t�ktv+i" i * o*- �. �_aar�
is l t; " ,' �'. �3 `4% 1 # �' ": 4 t 1 4 ;¢ c�, t.: �� L : v .
•
04! tf
„Y.. '-yam::•.... �.. �. _
14 %qtr i►t4 &
r r i
�S t4 " t °1•
hotel r41,
ye, :
\ {#
\R 0
41,10 Voarx.:%
thermilfi TITANIUM
HEAT EXCHANGER
• patented counter -flow
water management system
• heats water faster and
more efficiently
• impervious to chemical
corrosion
• durability without sacrificing
performance
• limited lifetime warranty
4r?o►r" COMPRESSOR
• state of the art technology
• highest efficiency
• quietest operation
• unsurpassed reliability
• superior durability
51u
Compressor
Efficiency
Coefficient ot Perfamonce
IGlownff Input
Electrical
Voltage/Hz/Phase
Minimum C6ccif AmPociilt
ReconvnendecVM 0rn. n Fuse Size
Water Flow
t,5rrmum/Mo.emurrs
Physical
Shipping Weigh (b• r $
Size /engttawidthd7el9htJ
WHISPER QUIET FAN
• maximum air flow
RTIFIED AQUACAL SERVICE
• factory trained
• HVAC licensed
• CPO certified
• protects your investment
• satisfaction guaranteed
H100 H1
90.000 000
Sc■0E ScroE
5.8 56
4.5 5.7
208v- 230v/60h0/1 ph 2080- 2300/60hz/1 ph
38 38
40/60. 40/60,.
170 >'. 2 7f
Contact AquaCal for your free
heat cost and sizing analysis.
EiIF. g C E
AVAILABLE IN 2 SIZES
• 1-1100
• �•rtrva1Made in black or creme
MICROPROCESSOR CONTROLLED
WITH DIGITAL DISPLAY
• accurate and easy to read
• time and temperature settings
• on -board self diagnostics
CORROSION
PROOF CABINET
• rust proof
• fade proof
• crack - resistant
UACAL'S TOTAL QUALITY COMMITMENT
Since 1981, AquaCal has been setting
the standard for excellence, delivering
the best swimming pool /spa heat pumps
in the industry.
H100
HEATING BTU RATING PER HOUR
BTUs
110,000
105.000
100,000
95000
90,000
85,000
80,000
75,000
70,000
65 000
60,000
55000
50,000
45,X0
40,000
105,000
100,000
95,000
90,000
85.000
80,000
75,000
70,000
65.000
60,000
55,000
50,000
45,000
40,000
80% RELATIVE HUMIDITY / 80' WATER TEMPERATURE
63% RELATIVE HUMIDITY / 80' WATER TEMPERATURE*
DUAL THERMOSTATS
• independent
temperature control
for pool and spa
KEY PAD LOCK -OUT
• tamper proof settings
EASY ACCESS PANEL
• easy installation
• easy to service
OFF -SET PLUMBING
• easy installation
H120
HEATING BTU RATING PER HOUR
BTUs
11
90'
80' 70' 60
•
• HIGH TEST POINT TEMPERATURE • LOW TEST POINT TEMPERATURE
* Rated and certified in accordance with ASHRAE standard and
PHPMA Addendum test procedure. All other ratings are outside
the scope of the PHPMA Heat Pump pool heater certification program.
50'
•
40'
2737 24th Street North • St. Petersburg, FL 33713 • 727.823.5642 • 800.786.7751 • fax 727.821.7471 aquacal.com
AQUACAL is; the world's LARGEST manufacturer of swimming Pool /spa heat pumps`SINCE 1981
LAYOUT PAGE
POOL LOCATION
ELEVATIONS
VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY
SCALE: 114" = 1 FOOT
IF WATER SOURCE IS A PRIVATE WELL PRE-
FILTER WATER TO FILL POOL
ALL METALLIC ITEMS WITHIN 5' -0" OF WATER'S EDGE OF
POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE (u.l.
listed) FROM POOL STEEL, ALL. GROUND WIRES CONNECTED
TO STEEL WITH BRASS GROUND LUGS....,. G.F.I. OUTLET 10'
MIN. AND 20' MAX. FROM POOL
IF ENCLOSURE IS REQUIRED ADD SCREEN OR FENCE
AROUND POOL OR PROPERTY
GATES TO BE SELF CLOSING AND SELF LATCHING
PROVIDE DOOR AND WINDOW ALARMS AS REQUIRED
STEEL OVERLAP 48 TIMES DIAMETER
ESTABLISH THE LOCATION OF ALL UTILITIES AT
SWIMMING POOL CONSTRUCTION SITE AND HOLD
MINIMUM CLEARANCE DIMENSIONS ESTABLISHED
BY THE LOCAL REGULATORY AGENCY. ALLOW
MIN. 10' HORIZONTAL CLEARANCE FROM
OVERHEAD ELECTRIC LINES TO POOL WATER,
DECK SHALL HAVE A SLIP RESISTANT FINISH WITH
NO SHARP EDGES AND BE POSITIVELY SLOPED
FOR DRAINAGE
PROVIDE WEEP HOLES AND DEWATERING PUMPS
AND ANY OTHER METHODS NECESSARY TO
PREVENT THE POSSIBILITY OF THE POOL
FLOATING DUE TO HYDROSTATIC UPLIFT
PRESSURE WHEN THE POOL IS EMPTY.
BACKFILLING OF THE POOL SHALL BE DONE
CAREFULLY TO ASSURE THAT NO DAMAGE TO
THE PIPING OCCURS AND BACKFILLING SHALL BE
DONE WITH CLEAN SOIL FREE FROM ORGANICS
AND DEBRIS AND SHALL BE COMPACTED SO THAT
NO VOIDS EXIST PROVIDING A FIRM BEARING FOR
THE DECK
ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM
AND ALL PRESSURE PIPING AND MAIN DRAIN
PIPING MUST BE PRESSURE TESTED PRIOR TO
GUNITE (CONCRETE)
THIS IS NOT A DIVING POOL.
SWIMMING POOL FILL HOSE TO
BE EQUIPPED WITH VACUUM
BREAKER
LOCATE POOL RETURNS DOWN
18" MIN. BELOW THE POOL
BEAM
POOLDESIGN. NET
EXISTING SPRINKLER
LINE TO BE REROUTED
BY OWNER
EXISTING PATIO
222 S.F.
TOP WITH PAVERS
SELF CLOSING SELF
LATCHING GATES BY
OWNER
GATES TO SWING
AWAY FROM POOL
1
RESIDENCE
F.F.E. 11.32
LNINUL,Nt'C KCIV1L)V/- L u�
BY OWNER FOR
ACCESS
SEPTIC
TANK
SELF CLOSING SELF LATCHING
GATES BY OWNER
GATES TO SWING AWAY FROM
POOL
(12 ft, 6 ;4.)
ies anska', P.E.
P.E. #49801
1304 E. Atlantic Blvd.
Porn ano Beach, FL 33060
POOLDESIGN.NET
1000 EAST ATLANTIC BLVD.
SUITE 100
POMPANO BEACH FLA 33060
(954) 941.1124
i nfogswi mm i ng pool pl a n com
MARS POOLS
1000 E. ATLANTIC BLVD,
SUITE 11
POMPANO BEACH, FL.
33060
(954) 214 -2944
www marspools com
PUMO RESIDENCE
1147 NE 97 STREET
MIAMI SHORES, FL 33138
PG - 11
03 -28 -q
?I T/
�..
PLUMBING PAGE
Scale: 1/4" = 1' -0"
DO NOT EMPTY SWIMMING POOL
WI - HOOT FIRST RELIEVING
HYDROSTATIC PRESSURE BY
UTI-IZINQ A PUMP ATTACHED TO
UNDERPRESSURE LINE.
SELF CLOSING SELF LATCHING
GATES BY OWNER
GATES TO SWING AWAY FROM
POOL
POq)LDESIG.V NET
EXISTING ELECTRIC PANEL
1 -1/2" SPA VENT
2" SPA MAIN DRAIN k-
1-1/2" SPA VENT
2" SPA MAIN DRAIN
SPA LIGHT
1 -1/2" SPA RETURNS
2" SPA JETS — I
2" SPA AIR LINE
2" SKIMMER LINE
2" CLEANER LINE
EXISTING SPRINKLER
LINE TO BE REROUTED
BY OWNER
3' DEEP
DIAMOND BRITE FINISH
GLASS BLOCK FRONT
1.1/T CLEANING FITTING W /COVER
INSTALLED 8" TO 12" BELOW WATER L NE
ANTIVORTEX
DUAL MAIN
DRAINS
300 WATT 12V
UNDERWATER
REMOVABLE UL
LIGHT FIXTURE 8
NICHE
4 ft. 4 in.
670 S.F PAVER NE
PATIO
EXISTING PATIO
222 S.F.
TOP WITH PAVERS
EL. 10,82
—2" RETURN LINES .5
—2" MAIN DRAIN LINE'
— POOL LIGHT
CONDUIT FOR SPg SWITCH
POOL EL. 9.34
REROUT WATER LINE
LANDSCAPE REMOVAL
BY OWNER FOR
ACCESS
4 FUNCTION AIR SWITCH
10 ft,
SELF CLOSING SELF LATCHING
GATES BY OWNER
GATES TO SWING AWAY FROM
POOL
EL. 9.20'
EL. 9.20'
3ig /r
es Hans at, P.E.
P.E. #49801
1304 E. Atlantic Blvd.
Pompano Beach, FL 33060
MARS POOLS
1000 E ATLANTIC BLVD.
SUITE 11
POMPANO BEACH, FL.
33080
(954) 214 -2844
www marspools com
PUMO RESIDENCE
1147 NE 97 STREET
MIAMI SHORES, FL 33138
•
•
E UR E
POOLDESIGN.NET
1000 EAST ATLANTIC BLVD.
SUITE 100
POMPANO BEACH FLA 33060
(954) 941.1124
infoOswimmingpoolplan com
PG72
03 -28 -05
PUMPING FLOW RATES a 80 TDH
VENT PIPE
HP FLOW RATE
SIZE I MAX LENGTH
3/4 hp = t 55 gpm
1.1/2" LF
1.0 hp = 75 gpm ;
1.1/2" 40 LF
1.5 hp =
90 gpm
1.1/2" 49 LF
2.0 ham
95 gpm
1.1/2" 51 LF
2.5.hp =
115 gpm I
1.1/2" 82 LF
3.0h=
150ppm
1.1/2" 78LF
I
BASED UPON STA -RITE MAX -E -PRO SELF PRIMING PUMP
(ELECTRICAL DETAIL
FPI SERVICE
EXISTING
200 AMP
P
PANEL 100
AMP
EXIST GROUND
TROPICAL 11120
230v
PUMP
MOTOO
BLOWER SPA
2HP 2HP
10,4 AMP 10.4 AMP
[-- J B
r
jr 5' MINIMUM
;ROM WATER N
tiv---..—
11 DEGREES MAX,
ANGLE FROM
PLUMB
SIDE VIEW
NTS
POOLDESIGN NET
G.F.I,
��UTLET
is am
20 ampCj
20 am
3#8 THW N
a1 #10
— rrit l i N 1 PVC
3 #12s IN 1/2"
CONDUIT
TOGGLE 3 #12s IN 1/2"
SWITCHES CONDUIT
POOL
1HP
69AMP
12v
\ TRANSFORMER
CHLORINATOR
#8 AWG
INSULATED/ -
COPPER WIRE
GROUND TO
POOL STEEL
DECK DETAIL
JUNCTION BOX
locate 8" min,
above water line.
,CEMENT EE
LIGHT CORD
(IN CONDUIT
I
�I 11 I 0 00PING
6"X6" CERAMIC TILE
B '
18" MIN,
2 #33 CONT
FROM TOP
OF LIGHT TO
4 WATERLINE
#8 AWG
INSULATED
COPPER WIRE
EPDXY COATED
(IN CONDUIT)
NOTES:
1. POOL EQUPMENT ANCHORAGE HAS BEEN DESIGNED TC
COMPLY WITH F B.0 SECT. 301.13
2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE SLAB-
#8 AWG
INSULATED
COPPER WIRE
EPDXY COATED
30'
STRUCTURAL DETAIL
SLOPE DECK 1/8" PER FOOT FROM POOL.
INTERLOCKING BRICK PAVERS
= : = : 1 1 - ?: - = • • • - •
COMPACTED FILL
3
min. 3"
J #3 STEEL 10" 0/C
HORIZONTAL &
VERTICAL
ALL METALLIC ITEMS WITHIN 5' -0" OF WATER'S EDGE 0
POOL TO BE BONDED WITH #8 SOLID INSULATED WIRE «1 /,
listed) FROM POOL STEEL. ALL GROUND WIRES CONNECTED
TO STEEL WITH BRASS GROUND LUGS G.F.I. OUTLET 10'
MIN. AND 20' MAX. FROM POOL
FILTER PAD DETAIL
i
D
CHECK
VALVE
0
c t
1 HP
PUMP
80 GPM
3-WAY
VALVE
.0
2"
1 CHLORINAT
■
�� RETURN
3 -WAY
VALVE
2" SPA RETURN
SPA
MAIN DRAINS
UJ
2
2
-
1—
W
CL
CHECK
' VALVE
2 HP
PUMP
100 GPM
2HP AIR
BLOWER
• O
MAIN DRAINS
POOL
(4) 5/8 " DIAM x 4" HILTI KWIK BOLTS —
(4) 1/2" DIAM. x 3" HILTI KWIK BOLTS
8" ANTIVORTEX MAIN DRAIN GRATE SECURED IN PLACE
SO TOOLS ARE REQUIRED FOR REMOVAL
YDROSTATIC VALVE WITH WELLPOINT
GRAVEL SUMP
300 WATT 12v
REMOVABLE UL
UNDERWATER
LIGHT
6" WALLS AND FLOOR
CONCRETE-
/SHOTCRETE -OR GUNITE
DIAMOND BRITE
__DIAMOND
FINISH
0-
POOL STEEL OVERLAP
48 TIMES DIAMETER
6" CERAMIC TILE
TILEi
DECK
,( #3s 1o'c
HORIZONTAL AND
VERTICAL
EQUIPMENT
ANCHORAGE DETAIL
SLOPE OF POOL BOTTOM NOT TO
EXCEED 1' IN 7'
0
11 drg max
Smooth Troweled
Plaster Interior
8" AntiVortex Main Finish
Drain Grate Shall Be
Secured In Place 6" Thick Walls
So That Tools Are
Required For Removal
0
0
0 0
0
Gravel SLRnp
0
0 0
O
0 n
s r
4" THICK CONCRETE SLAB
ANTI - ENTRAPMENT POOL DETAIL
GG'atP III`""'"
O 0
O 0 0
O 0
0
0
RAISED SPA DETAIL
12" RAISE WITH MARBLE SPILLWAY
Marble
■�ii�i r11
.1111 N LM r ! ' *101 . .
MITE - L !! a
6 "x6" GLASS
39" BLOCK
AnGvorex Main Dram
Covers Screwed Down
100W • , '
/GMT
SPECIFICATIONS
POOL SIZE: 20 X 30'
POOL PUMP: 1 HP
POOL LIGHT: 100W 12V
SPA PUMP: 2 HP
VENT LINE TO BE 1ft MIN. ABOVE POOL WATER - ---� -�
Threaded Plug
Hydrostatic Valve
W/ WellPoint
0
I p
PIPE
SIZE
1 5"
2 0"
2 5"
3 0"
E
1.1/2' VENT LINE
w
3
-VENT 15 DESIGNED TO EVACUATE SUCTION IN 3 SEC OR
LESS PER FBC 424
-THIS SAFETY VACUUM RELIEF SYSTEM IS A NON -
MECHANICAL VENT SYSTEM THAT WILL LIMIT THE
TRANSMISSION OF SUCTION AT THE OUTLET TO A 5 MAX.
OF 4.5' OF MERCURY
PRESSURE FLOW SUCTION FLOW
CAPACITY (10FPS) i CAPACITY (BFPS)
80 gpm 49 gpm
100 gpm 80 gpm
150 gpm 110 gpm
220 gpm 180 gpm
6 "x6" GLASS BLOCK
MARBLE or
TILE SPILLWAY- I >
POOL DEPTH: 3' TO 6'
PERIMETER: 86 L.F. GALLONS: 15,000
INLET RETURNS: 3 SPA: 6' X 6'
SPA LIGHT: 100W 12VL
DECK: PAVERS 670 5i SKIMMER: 1
8
1
ANTI -
ENTRAPMENT
z
TOP OF
ET SLAB THICKNESS = 6"
w 'vt Nrw
MAIN DRAINS TO HAVE ANSI /
ASME A112.19.8M ANTI VORTEX
COVER
POOL MAIN DRAIN
DETAIL
POOL MAIN DRAINS TO BE
INSTALLED 3' APART
CAPTILE
EDGE
( HYDROSTATIC UPLIFT CALCULATI ONS
TOP OF BEAM (POOL) ELEVATION
BOTTOM OF POOL ELEV.
FLOOD CRITERIAN ELEVATION
POOL IN FLOOD
HYDROSTATIC RELIEF VALVE
NET HEAD
.LOAD CALCULATIONS
GEN. LIGHTING: 12,421 iSF X3 WATT!
• 3000 WAT
GEN APPLIANCES AND WATER HEATER
SUB -TOTAL
POOL PUMP
OL
PO LO T
HEAT PUMP
TOTAL CONNECTED LOUD •
3 AT 100%
2 AT 100%
1 AT 100%
SUBTOTAL
TOTAL
FIRST 10 KW AT IDO%
REMAINDER 44.823 WATTS 0409
TOTAL LOAD QREMAiNDER FACTOR
A/C OR HEATING AT 100%
• 7,203 WATTS
• 10,203 WATTS
• 28,000 WATTS
• 38,283 WATTS
8,900 WATTS
400 WATTS
9200 WATTS
• 185 WATTS
• 54,823 WATTS
• 10,000 WATTS
• 17,929 WATTS
• 27,029 WATTS
• 10,000 WATTS
37,829 WAITS /240V 188 AMPS
SURFACE AREA: 445 S.F.
THERAPY JETS: 6
FILTER: CARTRIDGE 120 S.F. POOL MAIN DRAINS: 2
SPA MAIN DRAINS: 4
�I
9,34 7
2.84 v
8.0
5,16!
-2.0
3.16
HEATER: AQUACAL H -120 ENCLOSURE: EXISTING CL FENCE
2" VACUUM LINE W/ SAFETY COVER: 1
SWIMOUT
DETAIL
DESIGN PER FLORIDA BUILDING
CODE 424.2 INCLUDING BUT NOT LIMITED TO
424.26.6 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
424.2,17 RESIDENTIAL SWIMMING BARRIER
REQUIREMENTS
GENERAL NOTES, STRL/C URAL
1) CLANS DESIGNED PER_200 F.9 C - -
2) THE SITE SHALL HAVEUND /STURBED SAND, ROCK,
SAND AP'D ROCK, WITH A' MINIMUM BEARING VALUE
OF 123, bF,
1 3) HE FOLLOWING S. Ge1E,RMINED BY RATIONAL
ANALYSIS. SOIL CONDITIONS IN THIS AREA HAVE BEEN
BY PMS1 EXPERIENf,Et vPALE OF SJP.'US A
PDX A:JC DECK OF DLMILAR SIZE AN`) C°_ °TH IF
CONnITIoNS DIFFER FRO'1 CONDITIONS SPECIFIED
ABOVE. HIE ENGINEER SHALL BE NOTIFIED PC1OR TO
FURTHER CONSTRUC PROJECY.
4) Al'_ CONCRETE SHFLL_� )FORM TO AC.I 315 -77.
CONCRETE SHALL NAz m A M NIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITE/SHOTCRETE) AND 2,500 P S I FOR
POURED CONCRETE.
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE
GRADE DEFORMED BARS OR NEW BILLET STEAL
CONFORMING TO A T S.M. -15. STEEL SHALL BE BENT,
LAPPED, AND PLACED IN ACCORDANCE WITH A C I.
STANDARDS AND SPECIFICATIONS.
PIPING'
1) ALL POOL PIPING SHALL BEAR THE N 5.F,.PW SEAL
OF APPROVAL AND SHALL BE SCHEDULE 40 P.V C.
MIN POOL PIPING TO COMPLY WITH F B C POOL
EQUIPMENT TO APPLY TO F.B.C.
2) WATER SUPPLY AND DISPOSAL SHALL BE SO
ARRANGED THAT THERE IS NO CROSS CONNECTION
WITH A DOMESTIC WATER SU7' -LY OR WATER
DISPOSAL SYSTEM AN SHALL MEET ALL
RE -'EME S iNFBC
rn s- iska , P.E.
P.E. #49801
1304 E. Atlantic Blvd.
' - Pompano Beach, FL 33060
POOLDESIGN.NE1
1000 EAST ATLANTIC BLVD.
SUITE 100
POMPANO BEACH FLA 33060
(954) 941.1124
i nfoigswimmingpoolplan. com
MARS POOLS
1000 E. ATLANTIC BLVD.
SUITE 11
POMPANO BEACH, FL
33080
(954) 214 -2844
TURNOVER RATE: 4.1 HOURS
www marspools. corn
PUMO RESIDENCE
1147 NE 97 STREET
MIAMI SHORES, FL 33138
PG -3
03 -28 -05
P00I
SELF -CL(
GA
FEN(
ANC
IF NEIGH
WALL, 0
WI1
OW
IF POOL CAUSES UNDERMINING OF
EXISTING STRUCTURES, POOL CO. TO
PROVIDE PLYWOOD SHORING BETWEEN
POOL AND EXISTING STRUCTURES
TOP OF P001. BEAM
8 5 1 9 r
co)
3' -0" DEEP
6 ' -O" DEEP — — —_ _-
TRIO POWER
OVERHEAD
EXISTING SPRINKLER UNE
TO BE REROUTED BY
OWNER
SELF CLOSING
SELF LATCHINNG
GATES BY OWNER
GATES TO SWING
AWAY FROM POO1
4ft 4ir
75 ft PROPERTY UNE
EXISTING WATER METER
E > � - x.— •—•— • - -..z..
670 S.F PAVER
NEW PATIO
EXISTING PATIO
222 S.F.
TOP WITH PAVERS
EL. 10.82
POOL EL.
9.34 ry
POOL EL.
EL. 9 34
SEPTIC
TANK
ELE
SERVIC
EXIST
FPL METER
200 AMP
RE,QUIFIEM
SING/ SELF
ES REQUIF
E: 4' HIGH
NON -CLIME
ORS REMO
NER MUST
A 4' FENC
ER'S PROF
ADJACENT STRUCTURE
1'x16' METAL STRAP
ATTACHED TO EXISTING
FOOTER WITH 2 SHOTS
INTO CONCRETE AT
EACH 2x4
AC
— EXISTING 200 AMP ELECTRIC PANEL
4TS:
E iOCKING D
AIN.)
BLE
E FENCE/
REPLACE
iRTY
•
I
ANGLE OF REPOSE
DETAIL
NTS
RESIDDIENCE
F.F.E. 11.32
75 ft PROPERTY UNE
047
Qv VIRGIN
� SOIL.
v
Q' 4' -0" WIDE by 8' -0" LONG
by 1/2" THICK PLYWOOD SHEET
ATTACHED WITH NAILS
1112" C/C IN EACH 2x4
I /--- 2 "x4 "s at 12" C/C
ALARMS ON
DOORS AND
WINDOWS PER
FBC SEC. 424
LANDSCAPE
REMOVAL BY
OWNER FOR
ACCESS
r �EL 9 20,
1 1" *" - - EX : ING WATER UNE
( EL. 9 20'
(
I
I 10 ft
/ (2 ft ' G /4•
1
� �
1
1
1 SELF CLOSING
1 SELF LATCHINNG
GATES LATCH 54'
AFL BY OWNER
GATES TO WANG
AWAY FROM POOL
PER FBC
424.2.17.1.8
911. 11 in.
DRAIN FIELD
EXISTING CHAIN UNK FENCE
SITE PLAN SEALED FOR
POOL LOCATION ONLY
Ja e ttanskat, P.E
P.E. #49801
1304 E. Atlantic Blvd.
Pompano Beach, FL 33060
POOLDESIGN.NET
1000 EAST ATLANTIC BLVD.
SUITE 100
POMPANO BEACH FLA 33060
(954) 941 -1124
info@swimmingpoolplan com
MARS POOLS
1000 E. ATLANTIC BLVD.
SUITE 11
POMPANO BEACH, FL.
33060
(954) 214 - 2844
wnw.marspools com
PUMO RESIDENCE
1147 NE 97 STREET
MIAMI SHORES, FL 33138
PG -4
03 -28 -05