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COLUMN
COOPER, KNEEEVICH, BETZHOLD 8 ASSOC , INC.
ARCHITECTS, ENGINEERS AND PLANNERS
9'83 7) C K
3- •-7
DRAWN
JAG.
ix 6 ■0 /10 MLw.F
T11S sTPUCTUR6 HAS BEEN DLSIC1.5D IN ACC.
NUM THE SOUTH FLORIDA BNIUOOG CODS 119 TM
N8TRGPOLITAN CADS CUUNTT BUILDLIIL A EOS141
DEFARTIRNT DATED NAT 1, Innt,
2131a C a1�
ROOF VP a DOWN
WALL IN a OUT AF trig_ .
SITT FACra 11
11 SHALL LE DSTWTIrlD 5H1T TLS ¢2 STLrA E
CAN Sant 30P1'CK T11 LO40 Lw.c ) Of M,
AL BIIN'M ALLOT2
SNAP st
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ANGLES
CONNED TCAS
C.0CRETE SHALL GLT ELOP$ 1500 P01 COI>It2*U*
STRENGTH AT 20 DAYS.
RE.Nr1SI1(11 3I1LI.
DEF BARS AND SH c
FICAT,0NS x411 GRADE I,0.
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ATTACH B1 110 1 1+• SCFW11 • 11a 1
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AND USL 3 1 AZ 70 A TEST ' ♦
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A3FRALT DIP 30 BB 0315 CO
CI,NTACT 0111 ALLIII1021.
ALLLTS: 6063.51 18 14 131 1..$67.31
SLREENCI.OT11 OPENINGS TO as a 11N
S: HCLT A110 SCREW FASTENINW 1 L1 OnAl 1 41
1.11 `'11103I0N 1NT0 FASCIA CO 1LAA IM3T LA11
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THE I A 7:.R ARE PERIMETER .4 CHAIN RAIL
MEPBI.R3 .0. T.
10101:, ARE 'i ALIL F00 BUILDING 001311X611
0111 0HEN SIGNED BY UCINERE NIA
• .AL.
I1. IT SHALL HL TES RR$PONSII(ILITT GF 711E PERMIT
HOLDER TO VERDI! ADEL;UACT G1 EIIS1 BRILL.
111G TO 50510I11 NEN SLPER1MPOSED LOAL5.
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V /on
DADE COUN APPROVAL
NO. 75- 2
DESIGN
SCRFFN FNCI QStRE
NATIONAL SCREEN
CORPORATION
111SO State e..i
NORTH MIAMI 3C'.., LA.
DATE
6 9 75
FILE, NO
7536
PEE T
DENIS BETZHOLD 8 AS SOS,.
CONSULTING ENGINEERS YIA111.1%, .
GENERAL NOTES
1. For pion toyout, deck dimensions, plot plan, schedules, pool IOtotion,
and special details see Sheet no.2
2. Au swimming pools shall bear on rock Or undisturbed sand. All wilt
and floors shalt be gentled" or poured conc. Concrete shall hays o
compressive strength of 3,000 0st mcn.3) 28 days.
3. All reinforcing steel shall be intermediate grade steel conforming 10
AST M A Steel sholl be bent,lopped and placed in occordonce
with the A.C.t. standards and specifications
4. All pool piping shall be PV.C. Sched.40 and bear the NSF. of approval.
S. Backwash shall be to on under pool`s rnp of 100 sq.lt.min.areo of *oiled
drain rock, lawn irrigation, waterway, etc cn occadonce with local ordenonce.
6. Disposal of poolwoter shall conform to Sec.5004 of the S.FB.C. Suffoct
grading shall confine ponding of pool water to within lot lines and
such pcslding shall nal persist for more than I hr.ofter discharge.
7. Grote of Morn Drain shall ho•.* a free area four tunes the area of the
Suction lire.
8. Woter supply and disposal shoat be installed in o way so that there is n0
cross connection with a r'nr'estrc wore( supply or wafer dispo ?ol system.
9. Hoer and lint strainer shall have removable scr with o fret oteo 3
titres the area of the suction line.
10 Cartridge filter shall hove a filtration rote not to emceed 3 GPM pet
%qtr. of filter Ore0 No backwash required.
11. All metallic conduit, piping system, reinforcing steel, lighting
fixtures and fixture houimq, metal porn 01 ladders dt,rtnq boards and
their supports shall be bonded together and grounded to o common
ground. the bonding conductor stroll not be stroller than 1 copper.
12 No open wiring over pool woter.
O
8 RrSEtS
STEPS a HANDRAIL DE TAIL
2' -
12, - r
°1 N . v cob b
POOI bottom slob thickness (rn 1
12
Stainless steel
hondrorl
Glazed ceramic ttft
The soil conditions at this site are adequate to
support the design load of 2500 pef.
Should other conditions or materials be encountered, the
engineer shall be notified before proceeding
with the Rork.
8Y
CVO
BUILDING
CORP
213
econc.stob recnf w/
6.6 10/10 mesh
NOTE
in.width of deck -4 . -0 .
OECK FOOTING a SLAB DETAIL
Pool Top Fin Grade et. O
FloodCrrterio
Pool Bottom
L2t
4
POOL DATA
i . POOL CAPACITY 3 AL.
FILTER AREA SQ.S T, t.4
FILTRATION RATE GPM 20.0 1
�ACKY!ASH RATE 1PM 20.0
rURt(OVER RATE 1412, 12 1
PUMP SIZE 1JP. s �4
1
4 to worm
Slope 3
. ,
. 1 1 0 1 S.W. 11 ct
MIAMI, FLORIDA
t4>l t Js Cwt
y.
01
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Iit and
Skrrnrrer lone
I � M a i n Drorn I�ne
4" Slob
'Bond beomt4 ".8
WALL SECTION
1 2]
8'• 8 . conc.ftg ,
w /I15coral
hd. - 2' ( 14 V 1 - I allow for struct. = hd
2. 0 I Use Fo—"] stab
FORMULA AND CHART FOR POOL BOT SLAB W/ HYDROS UPLIFT
NOTE
CONDUCTOR ON LOAD SIDE
G. F. C. I.
SHALL BE KEPT ENTIRELY
INDEPENDENT OF ALL OTHER
WIRING & ELECTRICAL EQUIPMENT
TYPICAL POOL SECTION
J w($1 fu ' t9 /- J e ai17
t.d1le— ` 1"4 TL Hh.r e r;v rU f�.t
C? 2. :r . t - e-t2. ac.
v- ca
g1t glass
,r On,t lin
jinx chef ---""
Retief valve
4
i11IMte norble
plaster / Steeltee form or
F7 f Kroft board
P►ecost conc On rustproof
fiberglass Main Drain
TYPICAL WALL SEC T ION
Stainless
Sties
i F
1 r
. r t
rSte deck del.
:r• srtEi.
light niche
•
Air relief
4'- 0" min .
J
Filter
-Font sow,
Pump
FILTER a PIPING DETAIL
Auxilrory pump line to to
attached whenemptyrng
pool during periods of
high water tc es
" To pump
3'i "rOCx collection
bed where hydro
relief needed
WELL POINT DE TAI L
t8'm 4 "slob fJvnchon box
Tile r C Prn9 V &obort deck
' `'
1
c
1 non- corrosu�e
: o PV.: - .induct
�
1
LADDER DE T AI L
CONTRACTOR SHALL VERIFY
ALL DIMENSIONS AND
CONDITIONS ON SITE
Jaf"ir
t / 4"1/4
C.W-
swill -our (_ E-oGE ofr.
JAMES RODOER8
IIEGI8UAEO $NOINEER
.10
4 r x r J
cf)I
r
4C.7 7 t1)
k.
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6
* APEX Ye / (\
Y
C USIOM 00/S BUILOING
CORP
CYO
,
•
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F 1.?!..?:**2
CONTRACTOR SHALL VERIFY
ALL DIMENSIONS AND
CONDITIONS ON SITE
/
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r
t
kNi
1/4?
1101 S. W. ct.
MIAMI, FLORIDA
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Date ,9/kom. 76
Metropolitan Dade County
Building and Zoning Department
Attention: Building Official
123.03-92
SWIMMING POOL OWNER'S CERTIFICATION
I certify that I am the legal owner of the property described as 415 , J ' 044'
A4/7&,,S 4 ,09i , located at /0 ti ,5 7e-)P
4'4 11L e,4.
In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I
understand and agree that the swimming pool to be constructed at the above address cannot be
used or filled with water until a separate permit has been obtained for an approved safety bar-
rier, and such barrier erected, inspected and approved.
I further understand that this certification, however, does not eliminate the need for ob-
taining a permit and erecting an approved barrier prior to final inspection and use of the pool.
Legal Ownetstill
Note: This certification is to be submitted with a swimming pool permit application in duplicate.
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TRUSS NO
WOOD TRUSS DESIGN
for
RONEL CORP.
1125 3vrlEngton St. Opa- Locka, Fla
MORTON R. Dote 6 -19 -58
FLU MAN lob No. 56109
Engineer No. 3602 Drawn By R A
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