357 NE 92 St (5)0E6 itleort A r* AO erttis ,.
Pourl 14,-4 P',904 *vs ti A M Arto
Anna( A 4& P tint - wso
tse►fYLOt root
4AA'1 PM 14 sect:Rco fN
rtAtl !4 fiat IOOIt AR
E1411iRE0 ftei RE A4 r
%EA It; ',M'.+t ie
rp (t(CtmICAi PAIE4
s flAPATE Ovt.
{ Gt 1wT a butt
S ELF TOGO. tWlft,4 1�
iut,C(to$.I *
Ucntt _ fiiTyi($cS MO, Rte
cltwe1Q FAytf INTA
TRANSfORMER
)00Ni[ MQt. S[Atltt 5111
r Moil
A il ELECTRICAL T 3 Q 4P.Ne Y�I 8Q
t4AT#prtAt ELECTPICAL coo
=j ill ltev."f;va SC* 4Ni iMVAC!
POOL {� { tN POQt ARLA. G$OUNO Alt Kaki,
1.101 V• U91r. most*. LTC xl wiel (106,14
AUTOOMTIC SUMMER'
5170 h
VOIUMt 4A piRI1r1Etf rt : 1 ,,
AR S .• S i s: �=
x ;� T( a NQ
PAIN( EA RECS! _ K
- P40t NNiSIf
PIPINfG Y4 fttt-+4 4NUT} Q '
DECKS ';• ERPtAN
�lE4t.R
�-:- -- ' ' &ti Etc�i!S►C WQe l �r Qf>�E� ' `'
EXCAVATI ON OISPOSAt 4A • f
P001 LI )1T F t ; V Otr aoa WAtt eta'a
r .
At corc cun44rm tp AC( 31(1=7 � s had have ampr co
stienytA of 3.000 P4 to pnevrm place concre (9unite) 4d 3.OQ0 PSI ipe
poured Gpnc're a ,. ; ' k f t r z r .
T' e s to shau haze and s to fted sand w sand a rQ (90i 4 41 a min. beatrri4 ralui of s
i 4 P$Ir_ ittpnd cthV* tha4 thhs esis4 01 eng�peei sfiaI ngtfie4 Perot.
proseedm4 ; it work. c .r
Af{ reintorOg stet' steal(. b9 �rtteimed+arr gra deiprr Bari of new bilftt ste e�.:_
tonTnrminq (tj A S T M a• 1$. Steel shat be bent. Tap and pieteQ M accor inc.
.vi ACJ. stapdatds did speeifsatronr •
Arl piping shad ljear h`e N. $.F seat of apptovat, y
Grate maic�`dtaaA st ei have a free area if 4 time* 11.4 ice* (hq sucirgn G
Wa'et supQTy'and dispofal'shad bd sci arranied t then 1s no cross conpetUQit
,44.7th A 0Qtnestif watel suppFy;a watei disposaI systerts c ._ ,
3
rAT ONAt NuiPIONfr OAS MUST
x 1,M31.0 Ark ,EMBOSgn LOGO.
ti 1'0 fi
e $ U
AL
s ' itized
1
UNDERSIDE OF
EXISTING PORTICO
TO BE COVERED
WITH CANVAS.
COLOR SELECTION
BY OWNER.
CANVAS WORK TO
BE FASTEN INTO
FRAME OF STRUCTURE
SO TO CONCEAL UNFIN
-I SHED UNDERSIDE -
Y
~— EXISTING .
DRIVE TO • :- : - :• . •
- :- REMAIN • :• :•: :
2.500' 2.7F;0' 1�
• :
X
X
Alley
OUTLET
TO REMAIN
22.750'
EXISTING WALL
TO REMA
SCALE : 1\4"
EXISTING
O PLANTER
OUTLET TO
REI
EXISTING
STEPS TO BE
SEALED WITH
TEXTURED
KOOL COAT
Residence
5.750' —
r UPDATE ELEC.
FOR NEW WALL
LOCATION
. ..........
OUTLET
TO REMAIN
PLANTER
DOWN
SPOUT
H.B.
r--FOR 1,4 WALL TO
ENCLOSE EXIST.
POOL EQUIP.
3'
EXISTING KEYSTONE
STEPS TO REMAIN.
-1-- EXISTING
CLEANOUT
24.750'
ALL WALLS TO MATCH
EXIST. FOR HT., FIN., COLOR.
7 . si
•
1.H.'
-1 . 00
4. ' 5 -. _
9
r
• ■ •
10' BLDG.
SETBACK
EXIST.
NORFOLK
PINE
TYP.
RISE= 6"
TREAD= 16"
( TO MATCH
COLUMN
WIDTH)
9
4
•
/ --- CONFIRM LOCA-
/ TION IN FIELD
EXIST. CONC. SLAB : •: .
EXISTING
AREA TO
REMAIN
NEW CANVAS
AWNING BY
OWNER
:COUNTER 04
36" ABOVE
DECK HT.
LIMIT OF EXISTIJIG
DECK TO REMAIN
EXISTING BRICK
COPING TO REMAIN
REMOVE EXIST. CHATT.
FIN., SAND BLAST:: : ::
&: ACID WASH AS PREP.
FOR KOOL COAT. SEAL
WITH TEXTURED t 41
SCORED KOOL COAT : --
TYP.
RISE= 6"
TREAD= 16"
(TO MATCH
COLUMN
WIDTH)
SPA UNIT TO BE
INSTALLED FLUSH TO
'DECK AS PER MFG. SPEC.:
FOOTINGS ENGINEERED
FOR FUTURE STRUCTURE •
12 7 50'
EXIST. 6' CHAIN -
LINK FENCE —�
•
r� •
•
4
r
r.
, J
11
K
EXISTING
AVOCADO
•
•
0
EXISTING
FENCE LINE
SEE LANDSCAPE
PLAN FOR
THIS AREA
•
•
•
•
•
•
•
•
` —DRAIN FI :LLD
N
SCALE 1 /4" = I 'Ore
1•
1
c3
•
1
•
•
•
Santiago Cr
La11ben#r1a0
Landscape
ilrchitecture
Planning
Deign
811 East Las alas Bluth
Suite C
Fort Lauderdale , Florida
33301
308- 525 -2939
O'CONNOR
naESEUENC
Pro.jec#
Date :
10/1 6/87
Revisions :
Project No.
87043
Drawn by
File No.
18
Sheet:
..•
LAY UP 4" CONC. BLS';.
TO 32" HT.,
CONT. W/ BRICK
TO TOP OF WALL HT.
I
■ IIfi11111111111111111111111iIIIIIIII111111111illlu1l IIUIIIIIIIIIIII11II1111
•
TYP. COLUMN
STACKED BRICK
COLUMN& DOORS
IN MTL. FRAMES
CONC. SLAB BASE
EXIST. ON GRADE
PLANTER AREA
DETIAL PLAN OF B -B -QUE PIT
Scale: 1" = 1 '-0"
1
1
1
1
1
1�
1
1
1
i
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 ,
1 ;
COUNTER T OP
1
1
1
1
BRICK FACING
STORAGE
COMPACTED
SUB -FILL
4" BLK .
SECTION THRU B -B -QUE PIT
Scale: 1" = 1 '-0"
TILE
CAP
J
REAR
PROP. LINE
WALL
1" WEEP
HOLE
EXISTING
GRADE
CONTRUCT NEW WD. DOORS
TO SECURE EQUIPT.
2x6 PRES. TR. WD. CONSTR.
WITH 4x4 FRAMES FOR MOUNTING,
HARDWARE TO BE SELECTED
TYPICAL 16"'
COULMN
4
TYP. COLUMN
NEW CBS WALL
CONC. SLAB BASE
2"
2"
COM,ACTED
SUI3 -FILL
5' PRIVACY WALL
CONTINUOUS ALONG
REAR. PROP. LINE
PROP. LINE AT ALLEY
PRES. TREATED WD.
CABINET DOORS,
24" WIDTH EACH,
STRAINED TO MATCH EXIST.
HARDWARE TO BE SELECTED.
RELOCATED
ELECT.
DISCONNECT
1
1
1
1
4" SLAB
1/4" PITCH;
1
1
1
_ _
i
1
1
1
1
1
1
DOORS BUILT INTO
PREFAB. METAL FRAMES
INJ LUC:DE HINGES �`:. P. I__ `:.. F'F IL
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
>
SECTION THRU POOL EMI PT.
Scale: 1" = 11 -0/!
NEW DOOR TO
EXIST.POOL
EQUIPMENT
EXIST. REAR
PROP. LINE
WALL
EXISTING
GRADE
CBS WING WALL
Santiago GP
Lauben #hai
Landscape
fi chitecture
Planning
Design
811 East Las Olds Blud.
Suite G
Fort Lauderdale , Florida
33301
308 - 525 -2939
O'C NER
RESIDENCE
35? HE 92 NT
Millitball SHORES
FL. 33138
Date
10/16/87
Revisions
Project No.
Drawn by
File No. 18
Sheet:
",p /PE
t i)
/5'
0�
-A - r}Per
/ 4 x
es, 3 ' PKY --
A C L E r --
100 0 0
I , 317,
Rif5. ,4' ,3j'/
(Nor No v/ v)
i I
CHAIN lig x n ii { °1 ' �, •
a
j ,1'3'
1.10'
!G.
Aft
(,M 26, .3 90
i
NF
6 it , /9'/G
93
SC�J � / 2D0' _
, X I-1 JF" 1 1 / =
1 3 . 4 ( ) _ C
M/A MI 57- -4 R �'-�.� - .f�� I + / (/ JiV
A Apt 06 �� '%/� r
110RE3 - - VILOI GE r . 040r C> IINrt, F!Uk /UA.
According to Rat Loo k...IQ.._...rzaga
tha Pub!lc Reci rd3 of Dada County, Fla.
SURVI~YCR S Cf;R fI ICArION: We hereby
certify that the attached "Sketch of Sur. -
vey' of the above de.scrit ed preperty Is
true and cot '.t to the best of ..ur kro‘e,!
edge rtd beIic icently survQ r 1.11 c
oUf directic�l. +�L
OCNA±) Wv e Pe r OSH & ASsr:CIA r ES, INC.
R suo.eycr . ( / f4 /,„,, State Of Qf i
NOT VALID IJNLig'Y3 ' >3 :I\LYL)
GoNAD. Mdtif$)vti ; S.t)CE:11f .S, INC. , ,5
511 it. E. 31St St.
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CHARLES H. MARKEL., oa N
ARCHITECT
MIAMI. FLORIDA
tor J./.44
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7 of
■
POOL DATA
POOL CAPACITY
Gel
e 6
FILTER AREA
94c1:
i, 1 /
FILTRATION RATE
41N
I7'(O7
BACKWASH RATE
GPM
I/ . 0
4
TURNOVER RATE
Wr.
PUMP SIZE
Hy
/4•
JAMES H O D G E R S
REGISTERED ENGINEER
I
v.s j, 6.G iA,o 1 12.o ¢4 , i
— i 1. ) 'A
i
•
NOTE
Walt thickness, poured c0nc. - -e, TQ 8'
gun ite 4 TOP, G"
r
AOJUSTAoLE
COLLAR
S
L 1f r ii
.4
r
0
�0
LEGAL:
SKIMMER DETAIL
14D d ' — f1 LLB'
K L, Duct ,ALL- l�
6 AfRo M ftttt R ►O2.
- - -- - ^ --
Glared ceromtc tale
o T
x301
l " THREAD - "
PLOT AND POOL PLAN
r F/\
cJ;>'Jw mow',' "f 1,`t .
f
TYPICAL POOL SECTION
Water level
r-
: •1
-7% 4 7
7
3i1 12 cc eo. way
v.&. ~---
;',{" D1-ate Reck
6 RISERS
SCALE; �� f
N`
1
Precost conc or rustproof
Iibergloss Mom Drain
STEPS DETAIL
SWiM-OUT LEDGE P11.
ea. ¶.o'
A
See deck det
F.C. S
0
►
P. 0.2 8'
Z.L'
O51 t r j r' $LAB
TILE
2
t
sruLrt FORM
OR KRAIT BOARD
WHITE MARBLE
PL AS TER
TO ELECTRIC
PANEL
TYPICAL WALL SECTION
-4
Separate circuits for
motor, and lights
TritneTorele
Junction 8or -� 1 /
Poo/ Light
Rlure Line
•
{ 4.0 .INN.
"MIN, 4L,4
It COPING L
NON CO RROSIV E
c. COio(XT
S.T. STEEL
LIGH NICHE
7 t'I_ANT
i Fz i N
1
Manua/ Motor
Starter Switch
O. L .
PIPING ISOMETRIC
)1
I L T — r
i1
POOL
JUNCT/oN Kai,
S DECK
Pump Motor
w.Pa•,connecl
Switch in
Precast So,
' " Ira„ Or Rigid
Se 4GPVC Pipe in Pool Area
Ground All Soses, LigM,
Motor, Etc. A•S Wire.
Nola trerad feed ial.rr
is plots of fri. r.ar is s..+ s+.
ELECTRICAL DIAGRAM
Hi -role Sand
filler
Nair d Lint
Catcher
11 /v� \' ✓•
r X ' .r -+%
1 .J
SAFETY ODOR
AUTOMATIC
C.OS /NG L
LOCKING
PIPING
SLOPE 9 + f i0
i' - O l
CHA /N LINK FENCE
• MESH MAX.
4' CONC. SLAB
REIN /, w/ 6.6.10/10
MESH
NOTE; MIN. wort' of DECK - 40'
PLAN
1.
3.
4.
CONC. rTG. 5.
ALTERNATE SECTION
4.
Bad CONC. FT6.
W/ IPS
DECK FOO TING 8 SLAB DETAIL .
Vs
1
SCALE: W 4.
k
o"
s
SWIMMING POOL FOR: •
GENERAL NOTES:
All swimming pools shall bear on rock or undisturbed sat
All reinforcing site/ shall be intermediate grade steel
conforming to A.S.T.M. A -305. Steel shall be bent, lappd
and placed in accordance with, A.C.I. standards and
specifications.
Grate at Main Drain shall have a free area four limes the -
area of the suction line.
All pool piping shall be P.V.C. Sched. 40 non-thread,
N.SF approved.
Water supply and disposal shall be installed in a way so the
there is no cross connection with o domestic water supplkl
or water dispos .N system.
Hair and lint strainer shall have removable screen with s'
Aperture one sire larger than suction line.
7.. All metallic conduit, piping system, reinforcing steel,
lighting fixtures and fixture housing, metal parts of
iadders 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.
No ovhd wiring within /0' of pool.
9. RAsponsibilify of backfilling and compaction around
pool and pool deck by General Contractor, not pool,
Contractor.
l4. 8iiakwlsh shall be to an under pool sump of 190 sq.ft:min .
area - 0f washed drain rack, =' = F ' ` '' ;1 woter ,
etc in_ accordance with local ordinance
ll. Dlspovl of poolwater shall conform to Sec. 5004 of the
S. `Surfact grading shall confine ponding of po
watt/+; to within lot lines and such ponding shall not
P
ersi r}'for more than lhr after discharge.
~_' — _ _- _
THESE PLANS ARE •PP�;.■,[, .'i' ...l-/� Y iU|i:JA PERMIT
[] WITH NO VAFM! [] ' [`/ '�F..; c:' ) "77 r _! r': "REMARKS"
NO OTHER DEY|ATiO S ITI`"A 7 , �' • `" r `"r R' D|v� » 0 ZONING
ORDINANCES WILL G[PL`^��r U' �P� ^L'' Y'|,[.)BELOW.
ALL OTHER APP||CI.giE STATE. �I'? CIJJ. . L, .S MJST LE :OMPU[D
WITH BY ALL PARTIES.
A.^^`o /-p' S :71-|s,e Dlh»
FIRE DEPARTMENT
PUBLIC WORKS
POLICE DEPARTMENT
� ��
�Y� ��
~_^ °-
�� »ok�
BUILDING DIRECTOR
PLANNING &ZONING BOARD
VILLAGE COUNCIL
APPROVAL
PRELIMINARY: FINAL:
REMARKS:
COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED
BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER &
SUB CONTRACTORS ARE CHARGED WIT'/ rr K O�/[�1I.F nF Al! TI|iD'
|NG REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.
natu7E GC.gzt£l
Brass/Black o e here Classic
Repeat - 7.44" (18.9 cm)
46" (116.8 cm)
100% Solution Dyed Acrylic
Page 94
Non Fire Retardant
0 4
7 .
:1=4i1.1,41 { �} i ?1 -fir.'
•
if ....IitF! I.,I J 011J 0iu11 i! t: l r iii i
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