PLANSOpening No. Size
1. 44 x 45
2. 44 x 45
3.
44X45
4. 44 x 45
5.
44X45
6. 44 x 45
82x 62
7. . 44 x 45
Owners
Contractor:
Style
Catalina
„
"
It
8rowdway Corporation
1032 N. E. 98 Street
'.Ti ami Tores, 71 orid a.
R E S I D E N C E
Proj. Const.
4 2"
42"
42„
42„
42"
4 2"
59
42"
5 , '
�
1•
Aluminum
tt
It
„
It
AWNING CLOSED
•
.060 22120210/1
1-08 S.M. ACM MA. SLAT
010 S.M. SCREW
HEADER HINGE DETAIL
2- ANCHORS EA.
CAL NCI
AWNING OPEN
TO LOCK AIMING IN STORM POSITION, REMOVE
CANE. MACK PIN OA MOLT, FILOCAT1 ANNA,
POND UNDO DOWN AND REPLACE CAMEL NCR
PIN OM NOIR TWO VALANCE.
5/4'O.D. TUBS .04''WALL-
- ROLLED ROOF SLATS 2 -04 S.F. SCREWS • IA. TUBA
x.040 'IOSSET PLATE 444 S.M. SCREWS
TYPICAL P11LI1
2- ANGLES (SEE POPLIN DETAIL)
SEAM ANCHORS SMALL BR LOCATID
113 SNOW/I.
VALANCE .040'
CAMEL BACK DETAIL
. -- - FINOI 1's.040"
4 -/e S.M. SOMAS
ROOF SLATS.
1-
- PUSR SOTTO!
CANEL PACK .GPO FOLDED PL.
} PIN CR POI?
0'
0
9
1
OVERHEAD ..Ri: 7/F" % Ji " WITH
2 X 1/8' 12" CALZID ., CI
CONNECTED BY e - 20 LVLT
r
r 56" I'AXI3U1
PLAN OF AWNING
/ / }• ROLES
FOR CLOSED POSITION
. ADJUSTMENT NOLE3
SECTION ' X -X
MSC. BUTT JOINT TUB, .040'
TALL
.040 GUSSET - - -
PLATE 4-44SIM
1NSIDE EVERT 3rd
SLAT
3-7/16"
- \. 3CREa 12. SLAT STA;GERID ALL POPLINS
1
• EA. 5 /8"
E DETAIL OF ROLLED ROOF SLAT
PURLIN
, PURLIR
} -20 BOLT POPLIN
ROOF SLATS
DATE_
PURLIN SPACING SCHEDULE
PROJEEVIEW
4
48'
56'
56'
11'
71'
71'
NO
WIOTH,10
46'
56'
46'
56'
56'
JORDAN 103 }'s
1 } LAO SCR19
OR } -20 SOPER
GRIP OR }' 1
1}' D.S.L.
16'
16'
14•
45•
52 "
16'
14"
16"
ACKERMA1 JOENSON
" 10
-20 L0 WINO 10001E
SCREW AKRON
1110(5
13'
16•
15'
18'
•
17'
14•
15'
515:, 35JERreD3 F(t'a•
Joao, 1 tat R5.
SMALL
AT 1T( WORE 000C((NNO MTN WOn0, 1 6522
AUK 210(0
TTRIL FMB(
18"
12
le•
u'
IT'
13"
12'
AL011101 ALLOT OF AWNING C0100ER92$ ON AWNING
BUILDING NR1NT.
VAL
ARES ANCE/
ROOF 5 5 0 0 05 E - !!� Bows zam► sit
PWELL= 50 -
ALL A11110 SIZES SNOW ARK MAX. LESSER SIZEW MAY NO
USED.
TER JALCO SOIYSTER CATALINA AWNINGS WINN 01310MAD
AND TISTMD IT =COI/DAMN NITA TEE ENT10POL2?At
DACE COINTT BUILDING AND ZONIN0 00P22TWNEP POLICY
FOR PLAN? PRODOCID PRDAB*ICATID RIGID AWNINGS, CAM -
OTIEW AID CANOPY SHUTTERS, DIM OCT.10,1960. BAWD
ON SOOTS PL00IDA 301LD210 COD,.
AWNING ARES MAT RR E00NTWN OVERNEAD GEEING SANE
FITTINGS AND DIIEiNSIONS.
TEE POLI01I10 LABEL SHALL RE ATTACRID TO ALL
AWNINGS:
JALCO, INC. ClTI?INK TWAT TER ALLAY AND ER►T
T2MATER3T OF ALL METAL IN TNIS PRODUCT CONFORMS
TO TRA SPECIFICATIONS CONTAI® IN TIE PLANS
SUBMITTID FOR PERIIT COVEIN0 THIS INSTALLATION.
TR2S AWNINO NOM RR CLONED AND =CORED TO TER
NALL DOMINO A NURIRICANI WARNING OR ALERT
COICRITI
ANC1OR SCWLE
HOLLOW MALL
WOOD
NO. 10 -16" I0.
WOOD MEOW
111
JALCO, INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH 8t ASSOCIATES
E 2 T SW t T t A AVE., M I A M I, FLORIDA
C O N S U L T I N G E N G I N E E R S
WAFT -S.
Id I
SUNMASTER CATALINA 56"
ANGLE' 35'
X 21' X090
•
AWNING CLOSED
MCHOR
SEE
SCHEDULE
•
-
4
Su PORT ARM
BUTTON
CAMEL BACK
AWNING OPEN
TO LOCK AWNING IN STORY POSITION, REMOVE
CAMEL BACK PIN OR BOLT. RELOCATE ARMS.
fOLO AWNING DOWN AND REPLACE CAMEL
BACK PIN OR BOLT THRU VALANCE
T == / So.
-I -M• S.M. SCREW EA. SLAT
.26d (XTRUS/OW
ECER EDIAS STAB LOC/
•10 S.M.SCREW
DSI ORS POP SUM
6d OR GRBA ?9l.
':.'[PDX SQ SCEmOfi
1/3' 1 5/ I1. /Ural LZ
STRAP
F5CJEG'10A L E
7 4=
- HEADER hINGE
56'
71 '
WING DETAIL
V
ROIt SLATS 2- SUS EA TLEE
.040 GUSSET PLATE 4 - SMS
TY PICAL PURLIN
2• ANGLES (SEE PURL IN DETAIL )
— 'I
`CA ^.+ tr:...r_ S- 35 _'+2T EC A; 57./ EICPT 4.'
' etc - nLA SF ME GREATER
- • SF na.'_ i AnCr.: L EAC- EN:.
� r �
NA
:
1
o
.
/ ADJUSTMENT HOLES
1A4' SUTTON
►�C I' O.O.TUSE
7/11" TUBE .049' WALL
CAMEL BILK D•0 FOLDED PL.
1N PIN OR BOLT
TWO ANCHORS EA. CAMEL BACK
CAMEL BACK DETAIL
$TRAP HINGE 1' X .040' 4 -9e SMS
R1RJ RS
L '; _�:!y�,;��
- �-- 5/8' 50 BUTT JOINT TUBE 040' WALL
GS7: S'.':RI LOCI.' • •CI
l -D5F A1. FCF. f:L'T•S
r G:� ".2AX •G'.
+' _ + y -04C GUSSET P._LTE 4.4 SMS
- • tom wSOE SLAT ( EVERY 3RD SLAT )
II(
MAX. B
PLAN OF AWNING
OOF SLATS
I - S M. SCRW EA SLAT STAGGERED, ALL PURLI NS.
I /4' ROLE FOR
CLOSED POSITION
SECTION 'X-X'
.0411 WALL
7y16' BOLT`
IN- zo BOLTS
2- • 103.2 SCREWS
L- 1 VAN I'X 115'X V2'
PURLIN
(SHOWING CONNECTION
AT EA END OF NOSE PURUN)
-i
SLAT DETAIL.
ROOF SLATS
VALANCE
SEE SCHEDULE
FOR TRAC I:NESS
SECTION . Y-Y •
VALENCE 6'
SEE SCHEDULE —
FOR TIIKKNES$
- .PURLIN
I PRO.
PJR 6 VL_=n •;►J ! , .J-FD;;_E
; „, A? Y VI:JL� MAS IN_Ti P,' CIA S' -,
wc rY_1.'C35. TC N 0 14, A0EAI TYPCC..L
56' 7r .040' 1 ti
54' 9 !' I .040' ; 16' •
71
71 eS
7r 91'
▪ 4
72'
.040'
06'3
II'
IC
ALUMINUM ALLOT' OF AWNING COMPONENTS
ROOF SLATS 5005 -H34 BOLTS 2024 -T4
*LANCES 3003 -4414
ARMS 3003- HMI
PURLINS 5005-N,6
•
ALL AWNING SIZES SHOWN ARE MAX LESSER SUES MAY
B E USED
THE JALCO SUNNASTER CATALINA AWNINGS WERE DE-
SIGNED AND TESTED IN ACCORDANCE WIT% THE METRO-
POLITAN DADE COUNTY BUILDING AND ZONING DEPART
MENT POLICY FOR PLANT PRODUCED PREFASPICATED
41010 AWNINGS. CANOPIES AND CANOPY SHUTTERS, DATED
OCT IC, 1960 BASED ON S0. FL• BLDG. CODE
AWNING ARMS NAY BE MOUNTED OVERHEAD USING SAID
FITTINGS AND 012114S10MS
THE FOLLOWING LABEL SHALL DE ATTACHED TO ALL
AWNINGS: -
JALCO INC. CERTIFIES THAT THE ALLOY AND NEAT
TREATMENT OF ALL METAL 111 THIS PNOOUCT CON-
FORMS TO THE SPECIFICATIONS CONTAINED IN THE
PLANS SUBMITTED FOR PERMIT COVERING THIS IN-
STALLATION. THIS AWNING MUST BE CLOSED 1410
.SECURED TO THE WALL DURING A HURRKANE wASIrs
OR ALERT.
ANCHOR SCHEDULE
CONCRETE HOLLOW WALL
4/4' X 1.12' DIAMOND HUM' X 20 LONG 4
HAMMER DRIVE NAL. W4NG TOGGLE SCREW
OR IM=20 SUPER • JOMOIN 10:12
LAG
w000
maw-frets.
9000 SCREW
JALCO INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
GARB SMITH & ASSOCIATES
•/T •.w. n .41/11 . • 101•0111. FLO•1••
C O N S U L T I N G [ N• I N B B R•
- T.6 -441•...- AK.I'.."'E.6J.. 1.K.T ..•� .�
mw...cTOw ....0 r -.. .....m..
AT ..T. 5.... .1000 OTTO. -
64139
1 OF 4
SUN MASTER CATALINA 916
1.
2.
3 .
4.
5.
6 .
7 .
8.
Owner:
enin_ No.
Contractor:
Size St le
44 X 45 Catalina
44x45
44 x 45
44 x 45
44x45
44 x 45
82 X 62
44 x 45
11
1
11
11
11
Broadway Corporation
1032 N. E. 98 Street
Miami Shores, Florida.
R E S I D E N C E
Pro .
42"
42"
42"
42"
42"
42"
59"
42"
Const.
Aluminum
a
11
IV
AWNING CLOSED
=A.NWN man
t
/SUPPORT ARM
X iaL BACI
AWNING OPEN
10 LOCI AWNING IN STORM POSITION, ways
CAMEL NA= PIN ON MOLT, MAMA= ARIA,
FOLD AMI11 DOWN AND WWI CAPRI. SACS
PIN ON NOIR Teel VALMMI.
010 S.I. NCR=
HEADER HINGE DETAIL
3/4 "0.D. TUB, .04
2•AWCNORS EA.
CAMEL BACK
.� ROLLED ROGF SLITS 244 S.P. SCREWS 0 EA. TUBE
iUSSNT PLATE 4"111 S.N. SCREWS
TYPIC ►L PURLIM
2- ANGLES (SEE P0RLIM DETAIL)
0 I
=A001 ARC ROM SR►LL BE LOCATED
A, SRO= .
1.
H
1
4/7t
56" MX MX
PLAN OF AWNING
OVERHEAD ..RL; 7/F" X Ji " 127H
2' X 1/8' Z 2" CALZLD,
CONNECT= BY }' - 20 bOLT
R00P SLATS-.
VALWC( .04
CAMEL BACK DETAIL
" v PUSR BUTTON
CAMEL PACK .0P0' FOLDED PL.
} • DNA. PIN CR POL?
_-- - STRAP PINCE 1" :.040'
L -/e S.M. =WENS
/8 "sC. e017 JOINT TUB, .040"
WALL
.040 GUSSET -
3-7/16"
r
1 -PP S.P. =IRA L.
SLAT STA;GERED ALL PURLS=
PUBLIN
-
.ADJUSTMENT ROLES
7/8 "0.D. TUNS .049 "FALL } • ROLL!
FOR CLOSED POSITION
SECTION 'X-X'
1
I
PLATE 4 -14110
INSIDE EVERY 3rd 1 r
SLAT
• n. 5/8'
!`' M` DETAIL OF ROLLED ROOF SLAT
PURLIN
ROOF SLATS
emoarnoN
48"
16•
4
56•
56•
'
71"
:ORGAN 105 }
1}" LO SCR=
OR }' -20 SUPER
GRIP OR ? I
1}" D.N.L.
•AT1
PURLIN SPACING SCHEDULE
NO
WW/1. TO
46'
56'
4
56"
45"
5
5
MAi BMX MGM ■0!E R IL1 . A rePUIL FOAM
16•
16'
16'
ACI1I AN JOWNNG1
d0 LANG
■INo TOOOLs
SCR= *VCR=
I1
•An:314iS}Nr\DS *M. • ICN[u
TINIPT ALL •IA11NoON1
AT WTI •170.1 P"OCII MSS •ITN •011.
13" 18"
15'
18'
14"
17'
15'
6522
12'
12'
16•
34 •
17•
15' ■
ALUMINUM ALLOT OF AWNING COMPO1d= ON AUDIO
BUILDING NIUT. ��yy,,
ROOF ARMS 300 VALANCES 5005 BorQN 202k Eh
PUMA= 5005 -04
ALL AIMING SIZES =OWN ARM ME. )INS= SIZ1M NAY 1N
USED.
TIM JALCO =MAST= CATALINA =WI10S 1113 COSI613D
AND TRSTED n ACCOMD►NC1 WITH 111E MRTROPOLITAI
DAD, COURT/ BUILDING AND ZONING DM►AR11R POLICY
FOR PLANT PRODUCED PARFABRICATU RIGID AWNINGS, CAN.
or1* AND =SOFT =UTTERS. DATED OCT.10,1960. BASED
ON SOUT1 FLOR0.IA. BUILDING CODS.
AW1110 ARMS NAY Bs MOUNT= 0VOl11AD 0AING SAi
PITTING! A1D DIMENSIONS.
THE FOLLOWING LABEL MALL 1► ATT►CRED TO ALL
AWNINGS,
JALCO, INC. C111TINIWN TWAT MIS ALMA/ A= RUT
=RATNER OF ALL =PAL IN TRIS PROEMS CONFORMS
TO TIM S?C IPICATIOMS C01TAI® IN SRI PLANS
SUBMITTED FOR ►E11IT COVERING 'MIS INSTALLATION.
'MIS AWNING MOST EE CLOSED AND =CUED 10 TOR
WALL DURING • 11RRICAEE M=I6 OR ALMIT
COICRE
AMS10R SCME6L3
• 11 OLLOW YLL
WOOD
NO. 10 -1 *" L0.
WOOD SCRIM
KNOWN
JALCO, INC.
745 N. W. 54111 STREET
MIAMI, FLORIDA
CARR SMITH 81 ASSOCIATES
227 S W. 2/ 1 11 AV E.. U 1 A M 1. FLORIDA
C O N S U L T I N G E N G I N E E R S
me N0. ""BIT M.
I I
SUNMASTER CATALINA 56"
F ;
N
tsar
ANCHOR
SEE
SCHEDULE
1 1
- I ANGLE - 35'
x 2 X D9Cr
AWNING CLOSED
•
DI^F7UN(DL.T! ST MI LOCI
FhCJE ":ON L E
HEADER hINGE
i VALANCE
SU °•ORT ARN
1UTTON
CAMEL BACK
AWNING OPEN
TO LOCK AWNING IN STORM POSITION. REMOVE
CAMEL BACK • N OR BOLT. RELOCATE ARMS,
FOLD AWNING DOWN AND REPLACE CAMEL
BACK PIN OR BOLT THRU VALANCE
.06d EXTRUSIONS
-1 -•• s. M. SCREW EA. SLAT
• 10 3. N. SCREW
V4' MOLE FOR
CLOSED POSITION
( ADJUSTMENT HOLES
� ' ms ow ral SPANK � we SECTION 'X-X
6d OR GIIKATM.
.t FOR SS SCEFxoTZ
- 7s X 5/ I ALUKDICL'
ROLL—ROOF SLATS 2 SMS EA TLEE
040 GUSSET PLATE 4. SMS
TYPICAL PURLIN
2 ANGLES (SEE PURL IN DETAIL
56'
71'
WING DETAI
-�I
£ S^A_- 9° _n'.1TEC A_ S4.: E1C PT A 044GS
W'• R ' r,:< CTa:'EF - nLA f,( .K L'L^T MS GREJREf.
IJ.Cr. A EA} ENZ
C' C:. N: X •—
I
CAMEL BACK DETAIL
STRAP HINGE 1 X .040' •-•6 S M S
PUF J RS
.� :ate —iii
. 0
X F
u
3„,
-2 32 a-cP3i iJ -.:T. 2_
_ X
/AAX a — �
.
PLAN OF AWNING
I 0.0. TV SE .045' WALL
7/111 TUNE .041' WALL
CAMEL BACK D•d FOLDED M..
I/4'OIA. PIN OR BOLT
TWO ANCHORS EA. CAMEL SACK
_ - S /8' SO BUTT JOINT TUBE 040' WALL
USE ":^ 7'Y'D:ATE ST. R5 LACY.• • MCI
1 C: DST AT FC F. IFIDT!6
GPIA 7" "76AX 60
•' - �. -04C GUSSET PATE 4'4 SMS
�_ \ - INSIDE SL ( EVERY 3RD SLAT )
IK' - 20 BOLTS
DOFF SLATS �
SM.SCREW EA SLAT STAGGERED. ALL PURLINS.
7 /14' 10LT
tAci
n'
SLAT DETA14,
ROOF SLATS
2- . 105.M SCREWS
V4 X I' X 115 VIZ
PURLIN
(SHOWING CONNECTION
AT EA END Of NOSE PURUN)
O I ID'I
t s .
VALENCE 6•
SEE SCHEDULE -
FOR THICKNESS
PU RL IN
VALANCE
SEE SCHEDULE
FOR TMICIOESs
SECTION 'Y-
PJR,_K 6 vr. _= n X :►�_ �� �•J a;�
I - -
P110. ;MU.C V'r E _M4 lM:[ V: ��� Sw►'WS
W C'14 �r10.474S. TC N^SE . TD WA-101—
l 'U0l T PICT.
SC 7r' t_ 40' I k
94' 5! ' .040' 4E'
sr
Tr
Tr
Tr
BS
ommonl
.040'
.063'
Ir
ALUMINUM ALLY OF AWNING COMPONENTS
ROOF SLATS 5005 -1434 BOLTS 2024 -T4
VALANCES 3003 -114
ARMS 3003- HIS
PURLINS 5005-HIS
•
ALL AWNING SIZES SHOWN ARE MAX LESSER SIZES MAY
BE USED.
THE JALCO SUNMASTER CATALINA AWNINGS WERE DE-
SIGNED AND TESTED IN ACCORDANCE WIT14 THE METRO-
POLITAN DADE COUNTY BUILDING AND ZONING DEPART-
MENT POLICY FOR PLANT PRODUCED PREFABRICATED
RIGID AWNINGS. CANOPIES AND CANOPY SHUTTERS. DATED
OCT IC, 1960. BASED ON SO- FLA BLDG. CODE
AWNING ARMS MAY BE MOUNTED OVERHEAD USING SANE
FITTINGS AND DIMENSIONS
THE FOLLOWING LABEL SMALL BE ATTACHED TO ALL
AWNINGS: -
JALCO INC. CERTIFIES THAT THE ALLOY AND NEAT
TREATMENT OF ALL METAL IN THIS PRODUCT CON-
FORMS TO THE SPECIFICATIONS CONTAINED IN THE
PLANS SUBMITTED FOR PERMIT COVERING THIS IN-
STALLATION. THIS AWNING MUST BE CLOSED AND
SECURED TO THE WALL DURING A HURRICANE WAISMS
OR ALENT.
ANCHOR SCHEDULE
CONCRETE HOLLOW WALL W000 _
114 x FIN' DIAMOKI IA" X 20 LONG 4 NO.(f- I'✓2'LC.
HAMMER DRIVE NAL. WING TOGGLE SCREW *000 SCREW
CR l/4 SUPER -
G .00011 m X W
JALCO INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH & ASSOCIATES
•I' e.W. eT Ave.. • N1•N1. •LO.1■11
C O N S U L T I N G E N O I N E E O I
ww 5 -641. AK. I ww..I 6 I ._c.6.X T
o22Yn w.a WSW.. Au �..NwsN
AT en2 •t •WOC.as WWW —
64135
SUNMASTER CATALINA 9'
1 OF 4
AT 15
1 -STORY RESIDENCE
No. 1032 FF _ 11.6 5
GA2
9 . 3 4 .
FO CN IN CONC
BELOW SURFAC
CONC
Pern5
6g)
LOT 16
BLK. 180
CALCULATED
CATCH BASIN
9.• AB JUNCTION BOX
€- CENTERLINE
• CUT NAL
R- CENTER
C. CONCRETE
Ln
rL ,
FIP 3/4"
1 h
.� ` �� 0 ,� 15' ALLEY - ASPH. PVM'T
D.E. -
044.-
E EL , -
E
•
E.T.•
Lll
TEND AND ABBREVIATIONS.
BENCHMARK
BACK OF WALK d
BEARING D.B
D• BROWARD COUNTY D.C
ENGINEERING DEPART
N.E.
DELTA OR CENTRAL
DEED BOOK
DADE COUNTY PUB -
UC WORKS DEPART -
DRAINAGE EASEMENT
DRLL HOLE
END OF FENCE
ELEVATION
ELECTRIC METER
ELECTRIC MANHOLE
EDGE OF PAVEMENT
E ELE C TRANS-
98th
75' R/W - 22' ASPH. PVM'T
FC• FENCE CORNER
FD- FOUND
FH• FIRE HYDRANT
GM• GAS METER
ID7- IDENTIFICATION
ILLEGIBLE
NH- MEASURED E
N • COMMON NAL
NUD• NAL & DISC
NAL HOLE
OR.B.• OFFICIAL RECORDS
BOOK
0 /5• OFFSET, TE
0J4. OVERHEAD
FIR= FOUND IRON ROD
STREET
9:09'
8. /c
FIP 11/2"
0 /L• ON LINE
P.B.• PLAT BOOK
P.C.• POINT OF CURVATURE
P.C.P• PERMANENT CONT-
ROL POINT
PG.• PAGE
PI• POINT OF INTER-
SECTION
PKN• PARKER KALON NAL
PR.., R. PROPERTY LINE
P.O.B.• POINT OF BEGINMNG
P.O.C.• POINT OF COMMENCING
PP.- POWER POLE
PRC• PROF REVERSE
PVM"f- PAVEMENT
o r
LOT 14
BLK. 180
v1
175.00'R
f H 174.96'M ,
U k :
i4- /si /0o
i
PRM• PERMANENT REFER-
ENCE MONUMENT
P.T. - POINT OF TANGENCY
RAD.- RADIUS
R.- RECORD
REF. COR.- SET CAPPED 12'
' IRON ROD' 'PLS 2173'
'REF. COR'
RES.- RESIDENCE
R/W RIGHT OF WAY
SOD- SET NAL AND DISC
LB 5614
SPC• SET CAPPED 112' IRON
ROD 'PSI LB 5614
T - TANGENT
FIP. FOUND IRON PIPE
FO!
TY
ADI
FLI
C.P
LE(
i
U.I UTILI
U.' UNDEE
WI W TH
WATE
CC ETE -
CI- LINK 01
WI 'ENCE
W( FENCE
W ' RY W
01 NCE
4 UMBEF
1
0,...0,,,,,.-,./:, f,.=._ y,.- .",..1 :,,,.,,,.....,...,.7, -,10%.,. ,.. .o...,.. ',...1e......s....:.
f
\" 1 • r
C -t
,
- j C`3` _ - - - - --
-
•
t
i
i
SCALE:
92 416. I d �''i /ng i `
DRAWN BY
CATE 3
C• (qd. , -.1 r ii,(4r
.., ,
i ixovi- .1.-e,"
I P e ( i c k 11 '
lei..)7 ...._ .5:-.‹..:1.__ I _i'-.0... . - ,; f
v, / 0 it&
F
". .
_.. tt 6. L?L2
0( Py � _ k`tf _ l _ ...- '�f �..._... .
APPROVED BY:
{�f
fillo/ fib. ( //7)7_//
, '
DRAWING NUMBER
REVISED
r •,: ,1,- -,'
.',-,T'---,-''-':::-.t-;•--::',
r
1
{�
}
:D"
a f
•- ,.
'
it
1_ _ ri
• F, +'
.4 � �:�..'4� is
L�
A •
B.M.-
BOW*
BR..
BCED•
C•
CB*
CH..
C.J.B.•
CN 't•
CNTR•
CONC.
(ii FD CN IN CONC
BELOW SURFAC
CONC
1:
awc)
6g)
LOT 16
BLK. 180
LEGEND AND ABBREVIATIONS'
BENCH MARK
BACK OF WALK
BEARING
BROWARD COUNTY
ENGINEERING DEPART -
CALCULATED
CATCH BASIN
CABLE JUNCTION BOX
CENTERLINE
CUT NAL
CENTER
CONCRETE
'
rn
N
o.
Cr ui r gy
9.92'''x+"
x
8. so
∎.. 75.00'
5.00'
21.15'
• DELTA OR CENTRAL
d ANGLE • PENNY
D.B. • DEED BOOK
D,C.P,W.D.• DADE COUNTY PUB-
LIC WORKS DEPART -
D.E.• RAINAGE EASEMENT
D.R. DRLL HOLE
EF.- END OF FENCE
EL.. ELEVATION
Elk ELECTRIC METER
EMH- ELECTRIC MANHOLE
E/P• EDGE OF PAVEMENT
E.T• ELECTRIC TRANS -
FORMER
15' ALLEY - ASPH. PVM'T
9.4
b p i
LOT 15 ,
BLK. 180 Rs
20.60'
° F L e. R6 1 "1
FF ` 9• Sc
1 -STORY RESIDENCE
No. 1032 F'F: 11.E
16.70'
19.90'
OPEN
PORCH; H.
Ln
0
75' R/W - 22' ASPH. PVM'T
FC• FENCE CORNER
FD- FOUND
FH• FIRE HYDRANT
GM. GAS METER
ID?. IDENTIFICATION
ILLEGIBLE
M • MEASURED
MH• MANHOLE
N • COMMON NAL
N&0• NAL 1 DISC
NH• NAL HOLE
ORS.. OFFICIAL RECORDS
BOOK
OIS• OFFSET, TIE
0x• OVERHEAD
M. FOUND IRON ROD
GA42
ui
Lri
13.45'
13
co
g, o
o o
4
9.90'
2'
4'
w
a<
J _
9
S0 '00.,
sr•
STREET
FIP 11/2"
—
0
0 /L• ON LINE
P.B.• PLAT BOOK
P.C.• POINT OF CURVATURE
P.C.P.• PERMANENT CONT-
ROL POINT
PG.• PAGE
P1• PONT OF INTER -
SECTION
PKN• PARKER KALON NAL
P /L, R PROPERTY LINE
P.O.B.- PONT OF BEGINNING
P.O.C.• POINT OF COMMENCING
P.P.• POWER POLE
PRC• PONT OF REVERSE
PVM'T. PAVEMENT
LOT 14
BLK. 180
b
175.00'R
174.96'M
Vv
0
_ I
PRM- PERMANENT REFER-
ENCE MONUMENT
P.T.• POINT OF TANGENCY
RAD.• RADIUS
R. RECORD
REF. COR.• SET CAPPED 112'
IRON ROD' 'PLS 2173'
'REF. COR'
RES.. RESIDENCE
Ft/W. RIGHT OF WAY
S. SET NAL AND DISC
LB 5614
SPC• SET CAPPED 1R' IRON
ROD 'PS1 1.2 5614
T• TANGENT
HP= FOUND IRON PIPE
1.1.1
w►
w/
WN
CC
Cl-
W(
W
Of
97 -779 PIONEER SURVEYORS, INC,
SKETCH OF SURVEY
1-
? FOR' DAY
TY?E OF SURVEY' BOUNDARY JOB # 97 -0453 DATE' 4/19/97
Ik ADDRESS'
FLOOD ZONE'
C.P.N.#
LEGAL DESCRIPTION'
LOT 15 IN BLOCK 180 OF REVISED PLAT OF MIAMI SHORES SECTION 8 ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 69 OF THE PUBLIC RECORDS OF DADE COUNTY,
1"LORIDA.
UTILITY EASEMENT
LLIDERGROUND
WATIR METER
WITH
WATER VALVE RISER
LINK 01 --x
'ENCE `
CERTIFIED TO: JOSEPH J. DAY III
IDEAL TITLE & ESCROW COMPANY
ATTORNEYS' TITLE INSURANCE FUND, INC
NATIONS BANK, ITS SUCCESSORS AND /OR ASSIGNS.
FENCE
NCB WALL�,nr� —,
LABER i• AND
120652 0093 J 3/2/94
THIS IS A COPYRIGHT DOCUMENT CONTAINING PROPRIETARY INFORMATION AND IS NOT
WARRANTIED BY PIONEER SURVEYORS, INC. OR THE SIGNING SURVEYOR WHEN COPIED BY
OTHERS
THIS IS NOT A VALID SURVEY WITHOUT AN EMBOSSED SEAL OF THE SIGNING SURVEYOR
NOTES' UNLESS OTHERWISE SHOWN HEREON, THE FOLLOWING
NOTES APPLY.
I) RECORD AND MEASURED CALLS ARE IN SUBSTANTIAL AGREEMENT.
2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASE-
MENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE
PLAT AND THE SAME F ANY MAY NOT BE SHOWN ON THIS SKETCH.
3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER
IMPROVEMENTS WERE NOT LOCATED.
4) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM.
5) FENCE TIES ARE TO THE CENTERLINE OF THE FENCE.
6) WALL TIES ARE TO THE FACE OF THE WALL.
THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE PURPOSE FOR USE
AS AN MO W OBTAINING TITLE INSURANCE ON THE HEREON DESCRIBED
PROPERTY. NO ADDITIONAL WARRANTIES ARE HEREBY EXTENDED.
LB #5614
SCALE' 1" - 20'
1032 N.E. 98TH STREET, MIAMI, FLORIDA 33138
AE BASE FLOOD ELEVATION' 8.00 FT LOWEST FLOOR ELEVATION' 9.80 FT
GARAGE ELEVATION' 9.34 FT
139_ '16001):
:P_OA:k ,
CERTIFICATION'
1 HEREBY CERTIFY THAT THIS SURVEY MEETS THE
MINIMUM TECHNICAL STANDARDS AS SET FORTH BY
THE FLORIDA BOARD' OF \$ URVEYOR AND MAPPERS
IN CHAPTER 61G17!6 FLO IDA ADMIN TRATIVE
CODE, PURSUANT TO SECC�TION 472. 27, FLORIDA
STATUT Sf AND IS TRU AND COR CT TO THE BEST
OF MY//NOIIILEDGE ANTS BELIEF. f °�
LOUIE P.OHNSTON
f�PRC)FESSIONAL LAND SURVEYOR NO. 2173
(SLATE OF FLORIDA d 77748 TAFT ST. HOLII'YWOOD, FLORIDA 33024
1954) 962 -9334