600 NE 98 St (13)ADDRESS 600 N. E. 98th Street
Lot8 11 & 12, Block 101
LEGAL Miami Shores Sec
(E C O
D GARBAGE TAX
PAID BY
YEAR
ANNUAL TAX
PERIOD USED
AMOUNT PAID
DATE PAID
RECEIPT
NUMBER
Stanley King
70 ®'o
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ADDRESS 600 N. E. 98th Street
Lot8 11 & 12, Block 101
LEGAL Miami Shores Sec
(E C O
D GARBAGE TAX
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POOL DATA
POOL CAPACITY
43.t
14.400,
1.7
20
FILTER AREA
$ost.
FILTRATION RATE
GM
BACKWASH RATE
GPM
ZO
TURNOVER RATE
Nn
la
PUMP SIZE
Hp.
3 /¢
9
CONTRACTOR SHALL VERIFY
Alt. DIMENSIONS AND
CONDITIONS ON SITE
NOTE:
Wail thickness. pouted conc. -a TOP, 8' 30 f
gunite 4 io?, f." 13 or.
t•
AOJUSTA0#.E
COLLAR
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PLO T
LEGAL:
The soil conditions at this site are adequate
to support the design load of 2500 PSF.
Should other conditions or materials be
encountered, the engineer shall be
notified before proceeding with the a ark.
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1 00.0'
AND LL POOL PL All/ SCALE l "-
LOT 1 1 4 % a, e 1. OC K 101,
S 1 ORE. F L.
Glazed ceromic t,le
:
o�
03(W t2'cc ea way
TYPICAL POOL SECTION
14" THREAD
SKIMMER DETAIL
II' fur,•w$i.lt• VAN*
D-•;is Rick _
water Ierel
"RISERS
v_ - _
r Precast cone or rustproof
" b e y fiberglass Main Oran
0
Calm
•
I0
t yP
steps o(rA/L,
.- 24 "
-,!
SWIM •our LE061t Dtr.
rice
- #.J0•it'c -
. w.
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f
rown' MARBt(
PLASTER
t0 I. EC TRIC
PANEL
See deck, dot. •
Ss9O • titC I h
P.c. . 5.0' •:fors ral dnd./ipbfs
P.a. I. 5'
u51: c' SLAB Trtas(ori•i
TYPICAL WALL SECT /ON
Aurelio,. for -..,
5 4 "'loco Or Rigid
Se 401+VC Pip.. is Pool Argo
`. Ground All fod•s, Lipi/,
Motor, E/•. w /A•8 .o.
Not "wad fool iat srep
pi•cs of triu4#1*' i Hoe waivomiis.
ELECTRICAL DIAGRAM
-Poo/ Light
4'•O M /N.
id M N. i "SL A8
COPING
t
Z
Main Crain
s. f s reEL
L/GH r NICHE
surtax fORM
OR HRA! r BOARD
Manua/ Motor
Stertor Stitch
PIPING ISOMETRIC
POOL
JUNCTION 5a . SA"tY OdOR
((ABOVE OEC/r AUTOMATIC
CLOSING •
L OC%i NG
Atop Mo /or
w.PDiccann•cl
Stitch iA '
Precast goo
42 , _
CHA /N LINK FENCE
PIPING
? MESH .VAX.
COp
CONC. I" ref.
L 4" Sl
#8 9 g t t'c S.W.
ALTERNATE SECTION
SLOPE ;3 %/0
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`,-O's coNC. fail.
w / 1ISCONY.
4 sue
REINA, w/ if: s /olio
MrSH
NOTE: MIN. w/OTN. Of O(CX • 4 :0"
Deo ( FOOTING SL A8 -DETAIL .
1.
4.
5.
Q..
PLAN SCALE: 1/3 ": t'- O
}GENERAL NOTES
C r i( AGfGR v' f:..'
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AU, Ulh ;.i1 :^ S:.jNO
CONL)I T W S ON SITE
All swimming pools shall bear on rock or undisturbed sail
All reinforcing steel shall be intermediate grade steel
conforming to A.S.T.M. A -305. Steel shall be bent, lapped
and placed in accordance with. A.C.I. standards gild
specifications.
Grate al Main Drain shall have a free area four limes Ih
arcs of the suction lint.
All pool piping shall be P.V.C. Seised. 40 non- thread.
N.Se, approved. •
Water supply and disposal shall be installed in a way so Ma
/Aett is no cross connection with a domestic water suppl}^t
•
or water disposal system.
Hglr and lint strainer shall have removable screen with
Apttrlure one sis. larger than suction line.
tic. lit accordance with focal ordenanc.
11. Ol'sp4 *Qt of poo /water shall conform to Sec. 5004 of tt'
S.F8 Surface grading` shall confine poitding of poll
wale :; within lot lints and such ponding shall not
perslS ,:: for Mors than 1hr after discharge.
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T S A. M M41i'S . R E $1DE.HcE.
OATII
rd •S• E -
SWIMMING POOL FOR:
cv.cD 9a vw
Alt metallic conduit, piping system, reinforcing stool,
lighting fixtures and fixture housing, meta/ pals of
/adders divig boards and /heir supports shalt be
bonded together and grounded /o a common ground:
The bonding conductor shall not be smaller than
# 8 copper.
IYo' ovhd wiri#g within 10' of pool. • ., ;
Rgsponsibili /y of bockfilling and compaction around
pool and pool deck by General Contractor, not pool
CoAlractor. .
40. 8aokiras/1 shall are to at) under pool sump of /00 sq fianin
aria of wsashed °drain rock,'-- • • waterway.
JAMES RODGERS
REGISTERED ENGINEER
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JOSEPH J. DE BRITA -A.I.A
A R C H I T E C T :
12865 W2ST : DIXIE HIGHWAY
(`4OR,TH MIAMI FLORIDA
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