Amberjack Lane 615 El
L
77-1
e,A�, d
%
m -
'T�
t, I�Asr: j 1! 11 AGE WLT ITYOIC*Ll
c
w i 4�'i
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SPECIAL IAIIII 11"'
ot"HER
6%S
D�&
bc:y HER�TIPI
'LIT*A3
'I L A�T�
Llfl.,T kl�ll
WALL
*AAHER
t.", _PL&s7 i a WOW
t
C_O_N�Zmii T-A-1-t2uZ (;own .7"f GVNO 4
-T.Lk
ZUS
_All
c__
AN A
TAI N
We"
EYEBALL INLET FITTING
MODEL A I C D E
ASBA'0-3 4' if" 12" 2" 9"
D�L 7L t,-- ASO-WO-3 6' 23" 24" 6 10y,
ASS.8'0.3 8' 36" 24" 12" 12"
17 DIVING 130ARD
TlPf 30A tT�51%.
".GrTILE
._rCp or a0l'ic)156AM
-ok-C) �OIN
f �t
L J
tC* I
Qiccs$�O sTi qp—
Fin
To PUMP 15LICTICLN,
A4I.-
ifl.n.CaNNrCTICX4
41 WAIN
&IN NE_ A. %*Of �L
IS
U-3 BEAM SKIMMER
LIGHT
UNDERWATER
POOL CL000
GRAB RAIL5
6'DW
-4;r,�. 5-, 4'� L� S'-b, L t-_ST 6. is ra
OA9 WA�L�..
CAP SUCTION �jkl- am Off BESIDE
i -ST
WEPGE hNcwoz—cjwlmaulP,4cz1 N 3.
e4- ,,FLOYA T I N _�4
E.CYTQAE0W-
12E_ INSTALLEC ON ALL
SUCTION
LINE CYCOLAC SUMP H3SE BIBS !N POOL V:RREA
;R5.WYDROSTATI,
RiLt�P VALVk
�( rl
4, SwimouiP WOIOII-168
�NATEZ Laal/E�_ .5 'd
lb kip
fh*lY i COLL�-CTQN T Ek
I �j Tv Fp swimoulp 0,700
I i8'%l8'%lA'GQAViL SUMP
RUN 6-18-DRAINS TO ALL
WV SPOTS-:ILL Wrrw VA. MAjau&L spECO"TIONS
GQAVrL.-----------
f- Sm, bo*, �king POrts,
twO i�nlbbor�CFAMOIIW gad Cr'V-
APPROV5D
C17Y OF ATLANTIC B;AC:l
TIM 7.77 BUILDING 07=li�k
L VENTER
JUN 2 5 1981 BACKFLOW PER
a
W
ATTS08
K, .11.1 _1.w I
t . RAI T
W-5
-)la.
7
y
lz L
L
4 .
24'
8 24"
dT 5
30 NOTES:
to �-011 sn PLLm% 1 . GUNITE mi)crURE: USE 431 PARTS OF CLEAN WASHED
SAND TO ONE (1) PART OF PORTLAND CEMENT. TYPE I -
- -- ------- W". WATER 34 GAL./SACK.
Ir
Alt 2. ALL CONCRETE S; LL HAVE A MIN. COMPRESSIVE
IN 2B DAYS.
STRENGTH OF 3,000 P.S.I.
3. ALL REINF. BARS SHALL BE INTERMEDIATE GRADE
NEW BILLET STEEL CONFORMING To A.S.T.M.
SPEC. A-15 FOR QUALITY AND SPEC. 3D-S FOR
. . . . . . . DEFORMATION: SPACING AS INDICATED IN DETAILS
AND SECTIONS.
3 su MOIL kD NOrE : 4. FOR INSTALLATION OF MECHINICAL AND-DECK EQUIP-
STEEL 6' 0.C., NOT MENT, SEE MANUFACTURER'S INSTALLATION MANUAL
U&IM APPLfCA8LE FOR 7' OR W/ HYDRO 5TA-r1c AND DETAILS.
LES5 DEPTH POOL. RELIEF VALVE, 40 1 ' o2 HoRiZONTAL
5. #3 BARS 0 12" 0.C. EA./WAY ON FL�)�AN D THROUGH-
OUT THE POOL. &UUjTj0%&v�#3#VERTICAL BARS 0 12
0.C., STARTING 24" BELOW TOP OF BOND BEAM DOWN
THROU'GH COVE AND LAP 20" MIN. INTO FLOOR AREA IN
p o o LaN 10 S T_ C7 I O 'ki EXCESS OF V-0" DEPTH.
THIS POOL IS NOT DESIGNED FOR HYDROSTATIC UP-
LIFT PRESSURES.
jo 7. POOL AREA MUST BE FENCED AS PRESCRIBED BY LAW.
BY OWNER.
0
S. ALL LANDSCAPING AND PLANTING BY OWNER.
70 9. APPROACH ACCESS PROVIDED BY OWNER.
ly? VAR
0
0
di
20
\0
L.&YOU-T
- YFIC & L ? lplklc.
20 30 40 Sd) 60 70 80 90 tQ0
HRP 7ILTER
too
L
I aw.Tuaw Uut
SKIMMUL LIWE
70
M&IM OtAJN
W&STL Liml
*4. lHp
50 --
30 (FLOW im rq .p.m .)
PUMp p%&Fo9mAwCj CUSVL
pump %%Lp FLIMIMCk "c""ll 1112"
m I/ 34W U.P. M. - sim4a PwAla
PTO APPROVED
10 MIM-0�-50 FT- Of WS&C CITY OF ATLAt4TIC BEAC:j
14 -- I . rooL TUR140VUL IL&T& Z'20 q&L. PEP.14OUIL AUILDING 0�_ICE f
lc� 1-0 50 _o _70 3(:) '30 JCL.'D AN 2 5 1981
HIR U FIL Tk_�Z
u. s . r,%AL . PSIL
POOL SHAPE . MAUI
i07 DEPTH: S'-O"-TO &'-0"
3. SURFACE AREA : 325' LINEAR FT '75'
1
A. CAPACITY lo,qoo GALLUPWS
BLEU -ISKY SLUE CAP
5. TILE CV10P
f, DECK 300 50 F-r-
COLOR BIRCH 62EY KOOL OF-C-K
'7 FILTF_R I61O0ELll:l8"hiAPAXTYPF_ SAND
q. FLOW RATE IN G-P?,l: 35 14RS TURNOVER 5�A
la puMP:svviNlowP MDL.*: XL-%Iii H-P: 1/z
R.P.M: 3460 PHASE:SIN&L.E VOLTS: 2 ZO
kPUMP STRAINER SIZE 5 INCHES
ii. BACKWASWs-1056 -rO 5�412085
12. CHLORINATOR: FLOATiN6
13. TIME CLOCK: VE6
14 HANORA)L: NONE LADDER. NONE
5 GRABRAILS ' NONE
I(o SWIM- OUT: '/ES
17. UNDERWATER L I GHTwIwNE WATT: VOLT:
-78. DIVING BOARD: NONE �z
III. SLIDING BOARD: NONE 4'- 0 E P H
U-5 86AM
O� ' N�
21. INLET FITTING: Of�JE
22 MAIN DRAIN: 8"o -Sump
23. 12OPE ANCHORS: TWO 3"- S" tLE jt-J STEPS 0
2A. NONIE TYPE 0
25 TURBO- CLEAN SYSTEM NONE 5TEPS a',
i& CLEANTN& r=ouiPMTN-r Y55
L.6AFSKIMMEQ: vErp WALL8RUSN YES tvlA ., DR A N
TEST KIT: YES LEAF: MASTER: -CI`,jE r, I
TELESCOPING POLE 'IES co"
VACUUM: VES HOSE : 36 FiT LONG
27, 6 12
26. 1+
2q.
LJRN PI —I IQ G T_
10 N4 N1 ER
00
0
z
APPROVED
CITY OF ATLANTIC OWN
i:: iL TER BUILDING OFFICE
2 r=� c E JUN 2 5 1981
ACCESS: LEF7' S�DE OF: HOUSE
EX i S-r
STOOP
ELEVATION: -rO 5E :)Er_ fC)EFD _S7
FENCE REMOVAL: rJONE WE HEREBY APPROVE THIS PLAN FOR CONSTRUCTION.
AS PE12 OUR CONTRACT WE HAVE THIS DATE RECEIVED
TREE PEMOVAL: NONE SWIMMING POOL LAYOUT (1) ONE DUPLICATE OF THis PLAN.
D112T REMOVAL: HAUL. EXCESS SCALE '14" � /1-0' x
ELECTRICAL: By PLA aoNL.)EFD PCOLS
DATE
POOL SPECIFICAT16INS
jZoN HUFPMAN A SWIMMING POOL FOR
DESIGNED BY : MIZ i MR-j'S. BUENAVEN TURA MA L L A
DATE (,IS AMSER,IACK L A rj E IIIAN KACH BOULEVAND JACOOKALLE, RORIDA 32216
DRAWN BY ; M F7REEMAN A-rLANTIC, BEACH
CITY OF ATLANTIC BEACH
FLORIDA
BUILDING PLANS
ADDRESS 4,1.s qrnpc-,ejqc�,,:
RE# P71186 — ocoo
OTHER INFORMATION
El
L
77-1
e,A�, d
%
m -
'T�
t, I�Asr: j 1! 11 AGE WLT ITYOIC*Ll
c
w i 4�'i
l..T9 N,GPRf.E
SPECIAL IAIIII 11"'
ot"HER
6%S
D�&
bc:y HER�TIPI
'LIT*A3
'I L A�T�
Llfl.,T kl�ll
WALL
*AAHER
t.", _PL&s7 i a WOW
t
C_O_N�Zmii T-A-1-t2uZ (;own .7"f GVNO 4
-T.Lk
ZUS
_All
c__
AN A
TAI N
We"
EYEBALL INLET FITTING
MODEL A I C D E
ASBA'0-3 4' if" 12" 2" 9"
D�L 7L t,-- ASO-WO-3 6' 23" 24" 6 10y,
ASS.8'0.3 8' 36" 24" 12" 12"
17 DIVING 130ARD
TlPf 30A tT�51%.
".GrTILE
._rCp or a0l'ic)156AM
-ok-C) �OIN
f �t
L J
tC* I
Qiccs$�O sTi qp—
Fin
To PUMP 15LICTICLN,
A4I.-
ifl.n.CaNNrCTICX4
41 WAIN
&IN NE_ A. %*Of �L
IS
U-3 BEAM SKIMMER
LIGHT
UNDERWATER
POOL CL000
GRAB RAIL5
6'DW
-4;r,�. 5-, 4'� L� S'-b, L t-_ST 6. is ra
OA9 WA�L�..
CAP SUCTION �jkl- am Off BESIDE
i -ST
WEPGE hNcwoz—cjwlmaulP,4cz1 N 3.
e4- ,,FLOYA T I N _�4
E.CYTQAE0W-
12E_ INSTALLEC ON ALL
SUCTION
LINE CYCOLAC SUMP H3SE BIBS !N POOL V:RREA
;R5.WYDROSTATI,
RiLt�P VALVk
�( rl
4, SwimouiP WOIOII-168
�NATEZ Laal/E�_ .5 'd
lb kip
fh*lY i COLL�-CTQN T Ek
I �j Tv Fp swimoulp 0,700
I i8'%l8'%lA'GQAViL SUMP
RUN 6-18-DRAINS TO ALL
WV SPOTS-:ILL Wrrw VA. MAjau&L spECO"TIONS
GQAVrL.-----------
f- Sm, bo*, �king POrts,
twO i�nlbbor�CFAMOIIW gad Cr'V-
APPROV5D
C17Y OF ATLANTIC B;AC:l
TIM 7.77 BUILDING 07=li�k
L VENTER
JUN 2 5 1981 BACKFLOW PER
a
W
ATTS08
K, .11.1 _1.w I
t . RAI T
W-5
-)la.
7
y
lz L
L
4 .
24'
8 24"
dT 5
30 NOTES:
to �-011 sn PLLm% 1 . GUNITE mi)crURE: USE 431 PARTS OF CLEAN WASHED
SAND TO ONE (1) PART OF PORTLAND CEMENT. TYPE I -
- -- ------- W". WATER 34 GAL./SACK.
Ir
Alt 2. ALL CONCRETE S; LL HAVE A MIN. COMPRESSIVE
IN 2B DAYS.
STRENGTH OF 3,000 P.S.I.
3. ALL REINF. BARS SHALL BE INTERMEDIATE GRADE
NEW BILLET STEEL CONFORMING To A.S.T.M.
SPEC. A-15 FOR QUALITY AND SPEC. 3D-S FOR
. . . . . . . DEFORMATION: SPACING AS INDICATED IN DETAILS
AND SECTIONS.
3 su MOIL kD NOrE : 4. FOR INSTALLATION OF MECHINICAL AND-DECK EQUIP-
STEEL 6' 0.C., NOT MENT, SEE MANUFACTURER'S INSTALLATION MANUAL
U&IM APPLfCA8LE FOR 7' OR W/ HYDRO 5TA-r1c AND DETAILS.
LES5 DEPTH POOL. RELIEF VALVE, 40 1 ' o2 HoRiZONTAL
5. #3 BARS 0 12" 0.C. EA./WAY ON FL�)�AN D THROUGH-
OUT THE POOL. &UUjTj0%&v�#3#VERTICAL BARS 0 12
0.C., STARTING 24" BELOW TOP OF BOND BEAM DOWN
THROU'GH COVE AND LAP 20" MIN. INTO FLOOR AREA IN
p o o LaN 10 S T_ C7 I O 'ki EXCESS OF V-0" DEPTH.
THIS POOL IS NOT DESIGNED FOR HYDROSTATIC UP-
LIFT PRESSURES.
jo 7. POOL AREA MUST BE FENCED AS PRESCRIBED BY LAW.
BY OWNER.
0
S. ALL LANDSCAPING AND PLANTING BY OWNER.
70 9. APPROACH ACCESS PROVIDED BY OWNER.
ly? VAR
0
0
di
20
\0
L.&YOU-T
- YFIC & L ? lplklc.
20 30 40 Sd) 60 70 80 90 tQ0
HRP 7ILTER
too
L
I aw.Tuaw Uut
SKIMMUL LIWE
70
M&IM OtAJN
W&STL Liml
*4. lHp
50 --
30 (FLOW im rq .p.m .)
PUMp p%&Fo9mAwCj CUSVL
pump %%Lp FLIMIMCk "c""ll 1112"
m I/ 34W U.P. M. - sim4a PwAla
PTO APPROVED
10 MIM-0�-50 FT- Of WS&C CITY OF ATLAt4TIC BEAC:j
14 -- I . rooL TUR140VUL IL&T& Z'20 q&L. PEP.14OUIL AUILDING 0�_ICE f
lc� 1-0 50 _o _70 3(:) '30 JCL.'D AN 2 5 1981
HIR U FIL Tk_�Z
u. s . r,%AL . PSIL
POOL SHAPE . MAUI
i07 DEPTH: S'-O"-TO &'-0"
3. SURFACE AREA : 325' LINEAR FT '75'
1
A. CAPACITY lo,qoo GALLUPWS
BLEU -ISKY SLUE CAP
5. TILE CV10P
f, DECK 300 50 F-r-
COLOR BIRCH 62EY KOOL OF-C-K
'7 FILTF_R I61O0ELll:l8"hiAPAXTYPF_ SAND
q. FLOW RATE IN G-P?,l: 35 14RS TURNOVER 5�A
la puMP:svviNlowP MDL.*: XL-%Iii H-P: 1/z
R.P.M: 3460 PHASE:SIN&L.E VOLTS: 2 ZO
kPUMP STRAINER SIZE 5 INCHES
ii. BACKWASWs-1056 -rO 5�412085
12. CHLORINATOR: FLOATiN6
13. TIME CLOCK: VE6
14 HANORA)L: NONE LADDER. NONE
5 GRABRAILS ' NONE
I(o SWIM- OUT: '/ES
17. UNDERWATER L I GHTwIwNE WATT: VOLT:
-78. DIVING BOARD: NONE �z
III. SLIDING BOARD: NONE 4'- 0 E P H
U-5 86AM
O� ' N�
21. INLET FITTING: Of�JE
22 MAIN DRAIN: 8"o -Sump
23. 12OPE ANCHORS: TWO 3"- S" tLE jt-J STEPS 0
2A. NONIE TYPE 0
25 TURBO- CLEAN SYSTEM NONE 5TEPS a',
i& CLEANTN& r=ouiPMTN-r Y55
L.6AFSKIMMEQ: vErp WALL8RUSN YES tvlA ., DR A N
TEST KIT: YES LEAF: MASTER: -CI`,jE r, I
TELESCOPING POLE 'IES co"
VACUUM: VES HOSE : 36 FiT LONG
27, 6 12
26. 1+
2q.
LJRN PI —I IQ G T_
10 N4 N1 ER
00
0
z
APPROVED
CITY OF ATLANTIC OWN
i:: iL TER BUILDING OFFICE
2 r=� c E JUN 2 5 1981
ACCESS: LEF7' S�DE OF: HOUSE
EX i S-r
STOOP
ELEVATION: -rO 5E :)Er_ fC)EFD _S7
FENCE REMOVAL: rJONE WE HEREBY APPROVE THIS PLAN FOR CONSTRUCTION.
AS PE12 OUR CONTRACT WE HAVE THIS DATE RECEIVED
TREE PEMOVAL: NONE SWIMMING POOL LAYOUT (1) ONE DUPLICATE OF THis PLAN.
D112T REMOVAL: HAUL. EXCESS SCALE '14" � /1-0' x
ELECTRICAL: By PLA aoNL.)EFD PCOLS
DATE
POOL SPECIFICAT16INS
jZoN HUFPMAN A SWIMMING POOL FOR
DESIGNED BY : MIZ i MR-j'S. BUENAVEN TURA MA L L A
DATE (,IS AMSER,IACK L A rj E IIIAN KACH BOULEVAND JACOOKALLE, RORIDA 32216
DRAWN BY ; M F7REEMAN A-rLANTIC, BEACH
CITY OF ATLANTIC BEACH
FLORIDA
BUILDING PLANS
ADDRESS 4,1.s qrnpc-,ejqc�,,:
RE# P71186 — ocoo
OTHER INFORMATION
POOL SHAPE . MAUI
i07 DEPTH: S'-O"-TO &'-0"
3. SURFACE AREA : 325' LINEAR FT '75'
1
A. CAPACITY lo,qoo GALLUPWS
BLEU -ISKY SLUE CAP
5. TILE CV10P
f, DECK 300 50 F-r-
COLOR BIRCH 62EY KOOL OF-C-K
'7 FILTF_R I61O0ELll:l8"hiAPAXTYPF_ SAND
q. FLOW RATE IN G-P?,l: 35 14RS TURNOVER 5�A
la puMP:svviNlowP MDL.*: XL-%Iii H-P: 1/z
R.P.M: 3460 PHASE:SIN&L.E VOLTS: 2 ZO
kPUMP STRAINER SIZE 5 INCHES
ii. BACKWASWs-1056 -rO 5�412085
12. CHLORINATOR: FLOATiN6
13. TIME CLOCK: VE6
14 HANORA)L: NONE LADDER. NONE
5 GRABRAILS ' NONE
I(o SWIM- OUT: '/ES
17. UNDERWATER L I GHTwIwNE WATT: VOLT:
-78. DIVING BOARD: NONE �z
III. SLIDING BOARD: NONE 4'- 0 E P H
U-5 86AM
O� ' N�
21. INLET FITTING: Of�JE
22 MAIN DRAIN: 8"o -Sump
23. 12OPE ANCHORS: TWO 3"- S" tLE jt-J STEPS 0
2A. NONIE TYPE 0
25 TURBO- CLEAN SYSTEM NONE 5TEPS a',
i& CLEANTN& r=ouiPMTN-r Y55
L.6AFSKIMMEQ: vErp WALL8RUSN YES tvlA ., DR A N
TEST KIT: YES LEAF: MASTER: -CI`,jE r, I
TELESCOPING POLE 'IES co"
VACUUM: VES HOSE : 36 FiT LONG
27, 6 12
26. 1+
2q.
LJRN PI —I IQ G T_
10 N4 N1 ER
00
0
z
APPROVED
CITY OF ATLANTIC OWN
i:: iL TER BUILDING OFFICE
2 r=� c E JUN 2 5 1981
ACCESS: LEF7' S�DE OF: HOUSE
EX i S-r
STOOP
ELEVATION: -rO 5E :)Er_ fC)EFD _S7
FENCE REMOVAL: rJONE WE HEREBY APPROVE THIS PLAN FOR CONSTRUCTION.
AS PE12 OUR CONTRACT WE HAVE THIS DATE RECEIVED
TREE PEMOVAL: NONE SWIMMING POOL LAYOUT (1) ONE DUPLICATE OF THis PLAN.
D112T REMOVAL: HAUL. EXCESS SCALE '14" � /1-0' x
ELECTRICAL: By PLA aoNL.)EFD PCOLS
DATE
POOL SPECIFICAT16INS
jZoN HUFPMAN A SWIMMING POOL FOR
DESIGNED BY : MIZ i MR-j'S. BUENAVEN TURA MA L L A
DATE (,IS AMSER,IACK L A rj E IIIAN KACH BOULEVAND JACOOKALLE, RORIDA 32216
DRAWN BY ; M F7REEMAN A-rLANTIC, BEACH
30 NOTES:
to �-011 sn PLLm% 1 . GUNITE mi)crURE: USE 431 PARTS OF CLEAN WASHED
SAND TO ONE (1) PART OF PORTLAND CEMENT. TYPE I -
- -- ------- W". WATER 34 GAL./SACK.
Ir
Alt 2. ALL CONCRETE S; LL HAVE A MIN. COMPRESSIVE
IN 2B DAYS.
STRENGTH OF 3,000 P.S.I.
3. ALL REINF. BARS SHALL BE INTERMEDIATE GRADE
NEW BILLET STEEL CONFORMING To A.S.T.M.
SPEC. A-15 FOR QUALITY AND SPEC. 3D-S FOR
. . . . . . . DEFORMATION: SPACING AS INDICATED IN DETAILS
AND SECTIONS.
3 su MOIL kD NOrE : 4. FOR INSTALLATION OF MECHINICAL AND-DECK EQUIP-
STEEL 6' 0.C., NOT MENT, SEE MANUFACTURER'S INSTALLATION MANUAL
U&IM APPLfCA8LE FOR 7' OR W/ HYDRO 5TA-r1c AND DETAILS.
LES5 DEPTH POOL. RELIEF VALVE, 40 1 ' o2 HoRiZONTAL
5. #3 BARS 0 12" 0.C. EA./WAY ON FL�)�AN D THROUGH-
OUT THE POOL. &UUjTj0%&v�#3#VERTICAL BARS 0 12
0.C., STARTING 24" BELOW TOP OF BOND BEAM DOWN
THROU'GH COVE AND LAP 20" MIN. INTO FLOOR AREA IN
p o o LaN 10 S T_ C7 I O 'ki EXCESS OF V-0" DEPTH.
THIS POOL IS NOT DESIGNED FOR HYDROSTATIC UP-
LIFT PRESSURES.
jo 7. POOL AREA MUST BE FENCED AS PRESCRIBED BY LAW.
BY OWNER.
0
S. ALL LANDSCAPING AND PLANTING BY OWNER.
70 9. APPROACH ACCESS PROVIDED BY OWNER.
ly? VAR
0
0
di
20
\0
L.&YOU-T
- YFIC & L ? lplklc.
20 30 40 Sd) 60 70 80 90 tQ0
HRP 7ILTER
too
L
I aw.Tuaw Uut
SKIMMUL LIWE
70
M&IM OtAJN
W&STL Liml
*4. lHp
50 --
30 (FLOW im rq .p.m .)
PUMp p%&Fo9mAwCj CUSVL
pump %%Lp FLIMIMCk "c""ll 1112"
m I/ 34W U.P. M. - sim4a PwAla
PTO APPROVED
10 MIM-0�-50 FT- Of WS&C CITY OF ATLAt4TIC BEAC:j
14 -- I . rooL TUR140VUL IL&T& Z'20 q&L. PEP.14OUIL AUILDING 0�_ICE f
lc� 1-0 50 _o _70 3(:) '30 JCL.'D AN 2 5 1981
HIR U FIL Tk_�Z
u. s . r,%AL . PSIL
El
L
77-1
e,A�, d
%
m -
'T�
t, I�Asr: j 1! 11 AGE WLT ITYOIC*Ll
c
w i 4�'i
l..T9 N,GPRf.E
SPECIAL IAIIII 11"'
ot"HER
6%S
D�&
bc:y HER�TIPI
'LIT*A3
'I L A�T�
Llfl.,T kl�ll
WALL
*AAHER
t.", _PL&s7 i a WOW
t
C_O_N�Zmii T-A-1-t2uZ (;own .7"f GVNO 4
-T.Lk
ZUS
_All
c__
AN A
TAI N
We"
EYEBALL INLET FITTING
MODEL A I C D E
ASBA'0-3 4' if" 12" 2" 9"
D�L 7L t,-- ASO-WO-3 6' 23" 24" 6 10y,
ASS.8'0.3 8' 36" 24" 12" 12"
17 DIVING 130ARD
TlPf 30A tT�51%.
".GrTILE
._rCp or a0l'ic)156AM
-ok-C) �OIN
f �t
L J
tC* I
Qiccs$�O sTi qp—
Fin
To PUMP 15LICTICLN,
A4I.-
ifl.n.CaNNrCTICX4
41 WAIN
&IN NE_ A. %*Of �L
IS
U-3 BEAM SKIMMER
LIGHT
UNDERWATER
POOL CL000
GRAB RAIL5
6'DW
-4;r,�. 5-, 4'� L� S'-b, L t-_ST 6. is ra
OA9 WA�L�..
CAP SUCTION �jkl- am Off BESIDE
i -ST
WEPGE hNcwoz—cjwlmaulP,4cz1 N 3.
e4- ,,FLOYA T I N _�4
E.CYTQAE0W-
12E_ INSTALLEC ON ALL
SUCTION
LINE CYCOLAC SUMP H3SE BIBS !N POOL V:RREA
;R5.WYDROSTATI,
RiLt�P VALVk
�( rl
4, SwimouiP WOIOII-168
�NATEZ Laal/E�_ .5 'd
lb kip
fh*lY i COLL�-CTQN T Ek
I �j Tv Fp swimoulp 0,700
I i8'%l8'%lA'GQAViL SUMP
RUN 6-18-DRAINS TO ALL
WV SPOTS-:ILL Wrrw VA. MAjau&L spECO"TIONS
GQAVrL.-----------
f- Sm, bo*, �king POrts,
twO i�nlbbor�CFAMOIIW gad Cr'V-
APPROV5D
C17Y OF ATLANTIC B;AC:l
TIM 7.77 BUILDING 07=li�k
L VENTER
JUN 2 5 1981 BACKFLOW PER
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24'
8 24"
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