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Order # 25274
F. B. # 9
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For
Mike Jenduea
By
SKETCH OF &?RVE1'
0
Lot 3, Block 1, EARLETON SEORES, according to the plat thereof recorded in
Plat Book 43, at Page 80, of the Public Records of Dade County, Florida..
'BI SCAYNE ENGINEERING COMPANY
. Civil Engineers
Miami Florida,
BaSCAYNE ENGINEERING COMPANY
enne
Re•rst red Engineer # 145
Registered Surveyor # 46
STATE OF FLORIDA.
November 13, 1951
Scales Shown
WE HEREBY CERTIFY: That the attached "SKETCH OF SURVEY" of the above
described property is true and correct to t*ie best. of our knowledge and belief
as recently surveyed and platted under our direction; also that there are no
encroachments unless shown thereon.
J , 9'ECJ �-
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HANDRAIL ED HEATER ELEV. PT.
ILTER ra PUMP & MOTOR
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ELECTRIC METER
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SCALE 1/8" : l'-0"
OWNER Ps PHONE
ADDRESS 70 IN1,", /00':
For °Mc:lent procOng
and construction 00'00-
dure, it is important
that the following items
be disucssed with the eus-
tomer and their locatione ,
and/or dimensions be '
indicated according to
scale on this sketeh sheet:
10.000on0••■•
NOTE: Check off the following
0 POOL DIMENSIONS
O DECK DIMENSIONS
0 DIRECTIONAL ARROW
0 FILTER LOCATION
PUMP LOCATION
0 STEP LOCATION
0 RETURN LINE LOCATION .
E) DIMENSIONS TO P.L.
0 DIMENSIONS TO HOUSE
0 PLANTER LOCATION IF ANY
0 LADDER LOCATION IF ANY
E) ACCESS APPROACH
() ELEVATION
GROUND OBSTRUCTIORS IF
ANY , .
SITE PREPARATIONS IF ANY
0 PLOT PLAN OR SURVEY
'0 ANY EXTRAS
4IRE DROPS IF ANY
The following location
points, dimensions, and
construction itema;have
been discussed with me
and I approve them for
plans. Every thi48-we
'haVeAiscussed As-ahown--
and there are no verbal
agreem'ents.' It is under-
stood that any additions
or change will necessi-
tate an extra charge.
Owner
4 ', F 174 ""7
"+ ' ,
1 •■•`',"...`"
EQUIPMENT SCHEDULE
Item Description r
'
No
/
filler' System
;A Q
r �
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!7g(PAf
2
Filter Housing
BACKWASH RATE
✓.
3
Tile
.1
4
Coping
/
3-9
5
Handrail
ti
6
Ladder (Grab Rail)
t/
7
Diving Board and Stand
V
8
Decks
9
Special fillings
10
Siphon breaker
/I
Lights
12
Heater
/3
Pump
/4
Hydra relief
IS
Vacuum cleaner
16
Test kit
17
Time clock and transformers
/8
fence and gale
J
/9
Screen enclosure
•
SCHEDULE
8 orrd
POOL CAPACITY
8
j3jr
FILTER AREA
;A Q
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!7g(PAf
FILTRATION RATE
1 Or
BACKWASH RATE
r
1g (PM
,51z 62
3 / iii
TURNOVER RATE
3••10'
PUMP SIZE
14
7
3-9
SCHEDULE
8 orrd
8
C
;A Q
I'
4
1 Or
3r�
r
t2' - O`
3'•
3••10'
3.2'
14
7
3-9
b
GENERAL NOTES :
I. All swimming_ - pools shall. bear on rock or undisturbed sand.
Z. All reinforcing steel shall be intermediaty grad* steel
conforming to .A.S,T.M. A - 306. Steel shall be bent, lapped
and placed in accordance with* A.C.I. standards and
specifications.
3. Grate at Main Drain shall'have a free area four limes the
area of the suction line.
4. All pool piping shall be P V. C. Sched. 40 non-thread,
N.Sr: approved.
5. Water supply and disposdl shall be installed in a way so that
there is no cross connection with a domestic water supply
or water disposal system.
6. Hair and lint strainer shall have removable screen with
Aperture one size larger than suction line. •
7 All metallic conduit, piping system, reinforcing sleet,
lighting fixtures and fixture housing, metal parts of
ladders divig boards and /heir supports shall be
bonded together and grounded to a common ground.
The bonding conductor shall not be, smaller than
# 8 copper.
8. No ovhd wiriig within 10' of pool.
9. Responsibility of backfilling and compaction around
pool and pool deck by General Contractor, not pool
Contractor.
10. - backwash shall be to an under pool sump of /00 sq.fl.min.
area of washed drain rock, waterway,
etc. in accordance with local ordinance.
ll. Disposal of poolwater shall conform to Sac. 5004 of the
S.F.B.C. Surface grading shall confine ponding of pool
water to within lot lines and such ponding shall not
persist for more than lhr. after discharge.
•
White marble
plaster -,
TYPICAL WALL SECTION
Filter
6: o'
Tile
-
, ,
► ; •• �
f
4'conc.slob rein, N/
66'- lo/10 mesh
14 Va c uu m and
Skimmer
4'- 0 min.
4 "sfob
�nJ
5 . 5 t-ee/
Irght niche
Steeltea form Or
Kraft board
Hair ond,(int
Sfrai r
JvnChOn boL
8'obove deck
1
Filter cloth
"Disc and spo'ers
'Pressure loge and
Art relief
S rght gloss
Slope 3
To Pool
To Waste
• th Vacuum and
Skrrnmer line
SPIN-O-MATIC FILTER a PIPIN9 DETAIL
Poo bat Om S ob thickness (in)
FORMULA AND CHART FOR P(OL BOTT. SLAB W/ HYDROSTATIC UPLIFT
,,.
4+— • —
8'.8'conc.ftgi
*II SS cOnt•
NOTE'
Mrn.wrdth of deck -4 =0'
DECK FOOTING a SLAB DETAIL
Pump
Hair and lint
Strainer
/ FILTER a PIPING DETAIL
STEPS a HANDRAIL D E T A I L
Relief valve
1Ye Morn Drain
line
Auxitiory pump tine to be
attached whenemptying
poQI during periods of
high water la es
N t r§
won tftltlk
ffoo it
To pump
1"r 0Ck collection
b e bed where hydro
relief needed
WELL POINT DE TAI L
NOTE:
Steel reinforcing in floors i ep rt t,v Loco, rt t a >" v IV
., in wails of ) 4 it soT$ ways
Bearing
Use I1 slob
caracify
Stornless
Steel
t,r d conc. — gg P 8" aot.
i( 4' !OP G'
tired conc. d' 1 O e •
--� f- —� 6 T H R.0 o u t
t r g , ap►lraca y 90`341/ fo b4
hd.- 2 ' (HV)- 0110w for strut/: hd.
water iewel-
LADDER DE T AI L
Gloied ceramic till
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Sk m
pant
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3 e
fp �.ai ` _.Y
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3,7.•,t k �, ••\.tit er 5 �..
6
b l•+ ,
Water level
• #3(eD l2'tc eo way
A 8
i
Prevost conc.or
rustpoof fiberglass
of soil io bs 2SO9 ,i .,. Main ,}tor
POOL" SECTION f *ITH DIVING BOWL
•
AQUA -CLEAR
(1,_§8 NE + t . Z g St.
Water level
Main Dr • in t P.V.C.Irne to pump
7-3 Hydro relief valve
only when required
TYPICAL CROSS SECTION
pp/ .cost r concMorn rustproof
or rustp
lbe
2,00 As.
TYPICAL POOL SECTION Drain
11 I 1h -
ING BOARD DETAIL 8 SCHEDULE
Encase Main Drain lone
to conc.
r
LSee deck del.
POOLS INC.
No. Alfa ni, Fla.
f\AR MRS. : &-6-T3 S
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