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TITLE_
'DRAWN 13Y
HILL YORK CORP
JOB NQ_
•
FLk.)RIUA
OWNER tJi
AD:NICiS A
1 i I;
DA _SCALE_
...••••■-•,,444.
•
(116 1.1 . 110.41K =11115. ' t..1.
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., .. ... - --• 1^! , • ; ,.., . -..,-- *--- ■ -... 4.... . .... ......,... ,
. • , ' , . . . , .
DRAWING NUMBER
I oP sif'
Xttrl
64 1 ..
SP, S ?, 5w111Gi F
From Power"
Source
2 • I2 TFI �/ • �!�
4'0" minim. allow.
from water line
8" min. allow.
above deck r
Y G
11
IT .
.�t.
1" non - corrosive condt>
: ..
,- 'relater Level
i
2'0" to C.L.
Lt. Fixture
to junction box (J) .` •
• I
Stainless Steel Niche-- �
encased in :;ho.tcrete.
4' -5' pigtail wire wrap.
3c' watt, i2volt lamp-
Niche ,grounded to wall
Ctol'9 2. Afte
Spa pool light similar. 9" to
c.l. It. fixt. A.F.F.
- ANA MOrkl, fop r Ta . N I Aizaa •tfiA w vt i p. - µtaw rdT�O
vtrfi -t * ' 'awe-F2. v41F2o, ooh u..►Mp• kW OLP. X04-14 k-
t�N E I la -m2-0446e v41111 *e.e 4 080 t4.
LIGHT DETAIL nts
1
•
11 h.p. Filter Pump.
2. I1
Line
Skimmer-,
" Main
Drain ruction Line -'
1 " Pool Return Line,__, Place equipment on 4' x4' x4'!
concrete slab unless specified
1 " Pool. waste line Der -/
otherwise on these plans.
Section 5004.3 :;.F.?.C.
3 *-
i._l L..i . :.-- i _t..r_::_ t .>_ - L_
21,1(2
_.
....
Wall and floor finish
shall be "f °arc i te" ',.ucco
or appvd. equal.
-•' - 'inlets
FILTER PIPING SCHEMATIC
concrete :-lab and 6" concrete walls. r � bars
each way 2 "cir. from slab bottom. Walls may be
pneumatically Placed concrete..(Shotcrete)
Anti - Vortex type main urairi assy
and 1- "x12" collector tube. Tube
in
--- 24" Hi -Rate Sand
Filter with P•iulti-
Port Dial Valve &
Pressure Gauge.
All piping shall be Sch. 40 PVC
potable water.
I U
Ve Length Overall
22 �t1
c4-./
- -- 6 "x6'' perimeter tile ban�i.--� Lauder Refer
• Wit. Refer t(
., ,--
' contract for color. 6,;c r�FT>
:_LLL 0 ; ��,,z� �_�r�1 ij Li_ t s�L
vacuum ft;.
1 ?" hydrostatic valve,
gravel rock bed.
i
trentgh
. All concrete shall attain a minimum compressive
of 250OP.S .T . in 28 days. Shotcrete 3000 P.S .I .
All steel shall be V'1'A' A615 grade 40.
• Upon visual inspectic,ri, this pool will rest on natural
base wit. }i a minimum bearing capacity of 2500P.b .F. If h
of excavation, the engineer shall be notified prior to
Engineer shall also be notified if unsuitable s=oil conc
specified depth of pool.
r .- - Nax. slope not to exceed -
1 :7(feet)
•
•
limer ock
igh ground
proceeding
itions are
TYPICAL POOL SECTION nts
i i
r Ti;
.1
4
44!ec. ,
oNvr
/ /• 6"
/
,6"x6" 1016-
,•' ��'.�. ±n. db1.30''
Pool deck level
_ e
Conc. Ftg • ; 811
1;/5 cont. ,
C 0 F', I: T I•: E.G i'. PO C' I N G
slab and footing are
.monolithically poured'
SWIM -OUT
COPI NG :
L_-
water exists at time
with s=cheduled work.
encountered below
1" adj. of frame on brick or 2 "x12"
p.c. conc. coping. 3" adj. on overpoured
cantilevered decks,
611
•
1. per mfr. recom.
f
1 6" concrete wall and seat --
with #3 bars at 12 "o /c
each way.
i
SKIMMER DETAIL nts
To pump. See piping
• 'plan for size
1 — I
, --Seat
HYDROSTATIC UPLIFT CALCULATIONS
4 Top of wall elev.
:less. pool depth
Elev. 0 main drain
Flood criteria elev.
Less
Pool
Less 2'0" Hydrostatic Valve - 04; 0
Slab thickness required S e4-4A
pool M.D. elev.
in flood criteria
t a7 14.0 si -rrt grr.
APPROVED BY: L I,.
7._ Top of pool wall
4"
'Tile: simmer throat
skimmer weir
strainer basket
Skimmer Assy. encased
in s'notcrete.
Cap or plug one side
of skimmer bottom
�_ -- Pool water
/ level
0
DETAIL nts
4 1
*0-23- 5.11. o Vii' .AP r
411
18"
-I' la• r�o
x• 50
1 to r1 l f.4 -119i2
DRAWN BY Witi•
REVISED
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DATE : te,
camV. 7......1,....G12,121et.692,1••• -
SA
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WP. 5rAx
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1 rivif 04.4.1542. 12m130
1 N. cleol ' or MIAMI .14,M2.5
APPROVED BY :
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iiH e4;ph /NOP
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GaireA2
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DRAWN BY V1,0501.-
REVISED
fr-4,7P1-411#*.1 ra,1=i6
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DRAW ING NUMBER
2 0V 51
PP '(1 veer —
I' sx lam" 't + G lt4 -
Eu 1,4417p
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