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DESCRIPTION
BY
N
� ii n i s i i� in»> i iii ii i i ml.
N.W. Corner
Lot -7
LEGEND
Property Line
Budding Line
Asphalt Pavement
•
— Q —
O Water Meter
5/3/96
DATE
Concrete
Wood Power Pole
Centerline
Easement Line
o a Wood Fence
— x x — Chain Link Fence
T &E T &E— Overhead Wire
BOUNDARY SURVEY
Field Book: 490 -50 &51
243.48 plat 243.57 mess.
N 90'00'00" W
B 0 UN DARY RVEY
KIRBY'S ADDITION
f,0'P 4, PLAT F300K 41, PAGE 44,
DADE COUNTY, FLORIDA
0.70' Wall on
and along R
20
rri
1 story bldg.
Fd. 1/2',7 /2"
Iron Pipe
Fd. 3/4 "/
Iron Pipe
10.15'
0.18' CI.—
40.00' 40.00'
LANDSCAPE
8
O
O
0.21' Cl. —�.►
M
O
10.12'
41.6
0 10 20
(1) N.E. 95th. STREET
xo' —� —"
ASPHALT PAVEMENT
47.23'
10.66 A
M
O
N v
[ 4 - :
4' Chain
Link Fence
• • 5' Conc. Swk., ' '
•
N 90'00 0 0 " — E •
81.19' Meas.
81.16' Plot
GRAPHIC SCALE
0.70' Wall
Planter st
%/ ///.16.55'
LC Covered
Entrance N
ca
/ /; 3
1 STORY BLDG.
#1060
Fin. Fl. El. +11.71' '3.45
45.53'
40
( IN FEET )
1 inch = 20 ft.
e
Unit
N 90'00'00" W
81.16' Plot
81.19' Meas.
I �0
24.85' a7 ' 25.06'
0.06'
Lci
0
• � h $ o
tiO
- 2.50' Easement
0.70' Woj
V Planter I/
0)
(
ai
a
0.53' Cl.
6' Wood
Fence
12.19'/
50.33'
80
effrl
9.88'
1
! -•4 -0.32' Enc.
0
O
8
O
0
N
347.11 meas
346.93 plat
Set 1/2" Iron
Pipe L.B. #3653
Cl.
Fd. 3/4"
Iron Pipe
P.I. Lot -1
0
Not A
Part
SURVEYOR'S NOTES:
LOCATION MAP
1" = 160'
N.E. 95th St.
10
11
N.E. 94th. St.
- Bearings shown hereon are based on an assumed meridian.
N 90'00'00' E FOR THE NORTH LINE OF SAID LOT 4
- Lands shown hereon were not abstracted for easements
and /or rights -of -way of records.
- Elevations shown thusly 8.0' are relative to the National
Geodetic Vertical Datum of 1929 based on bench mark no. B -62
elevation + 8.74' located at NE 96 St. 66' No. of centerline.
NE 10 Ave. 23.5' West of centerline. 70.7' NW of Center of
Intersection. Brass bar in conc. mon.
- Lands shown hereon are located in Federal Flood Zone X AND AE EL +8
per community panel no.1206520093 - J, dated MARCH - - 1994
- Lands shown hereon containing
acres, more or less.
2
12
1
/
8,960 square feet, or 0.21
- Underground improvements and /or underground encroachments
not shown unless otherwise indicated.
- Aerial improvements and roof overhang not located unless
otherwise shown.
- The approximate location of all utilities shown hereon were
determined from as -built plans and /or on -site locations and
should be verified before construction.
- Legal description shown hereon furnished by client.
"This survey has been prepared for the exclusive use of the
entity (or entities) named hereon. The certification hereon
does not extend to any unnamed party."
SURVEYOR'S CERTIFICATION:
I hereby certify that the attached "Sketch of Survey" of the
above described parcel of land is true and correct to the
best of our knowledge and belief as surveyed on May
3 , 1996, under our direction and complies with the minimum
technical standards set forth by the State of Florida Board
of Professional Land Surveyors in Chapter 61G17 Florida
Administrative Code, pursuant to Section 472.027, Florida Statutes.
B a a
James W. Lea
Professional La
State Of Florida
• r The Firm
Surveyor No.
2094
0a , E 1t1►it fl bill/ / � iI 77 / /
• , V`t,,,? � =N
�... % s% 01 I F r c 4? -., •
_ 2094'-'is Z . I #. 209
STATE OF
4;
"Not Valid Unless Sealed"
Drawn By
LL
Checked By
JIM
Cad. No.
Ref. Dwg.
Field Book
490 -50 &51
i
BOUNDARY SURVEY
KIRB Y'S ADDITION
DADE COUNTY, FLORIDA
F ORTIN, L EAVY,
SKILES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
180 Northeast 168th. Street / North Miami Beach, Florida. 33162
Dade 653 -4493 / Broward 463 -7180
Date
5/3/96
Scale
1" = 20'
Job. No.
960589
Dwg. No.
296 -C -097
Sheet
1 of 1 j
11. Sliding glass doors and windows shall be installed and constructed
so that no panel call 'lifted the tracks when in the locked
position and so as to comply with the Architectural Aluminum) Mfgs
Assoc. Standards for Forced Entry Resistance, AAMA 1303.3
12. Not applicable.
13. Not applicable.
14. Front main entrance doors shall be provided with a door scope or
vision panels.
15. Doors and windows by•Yale Ogron Products: (or equal) sliding
No. 5657, awning window No. 5/04, rl'urIzontal rolling Nn. 5113..
SAITAITTWq/E
‹bbl - E i2Y, cl c:s A:coK 8E su1<t-F 'TN AT Cf/ R 4 (WI
or EJl \c. T1 M T1II ►Ns ta�S et -cs�1 I �/
'FATI/QCc,M 1.0c ‹. 4-1,1 -. l /e,M10 : To E,2t7f7
- 7 cFEl.11s46, 7/ be ;2j � r e,vl r�>!� /'oUTs /T� /,I 4l'J
TP.1 E f,q C`1' , A , 1
/.
•
4
APPLICABLE ITEMS OF CHAPTER 36 OF 'METRO CODE RE : INTRUSION_ AIU)
BURGLARY SECURITY
1. Al]. locks on exterior doors shall be capable of resistin a force
o1_ -00 lb. applied In any movable direction and in accordance with
resistance standards sat forth in iii4 `� ++ '1 k* 15.&■'R16.
2. All single exterior•swing doors shall have alock to be key operated
from exterior with a min. of possible key changes or locking
auxiliary single dead bolt with hardened bolt inserts.
3. 'hie active leaf of_pairs of exterior swing doors shall have same
locks as required for single exteJ or swing doors. The inactive
leaf of these'pairs of doors shall: have multiple point 1ycks with
5/8" min. -throw bolts with inserts. •
4. Sliding glass doors sh
or a bolt or pin not r
jamb, head, sill o"r' at
reinforced in the atri
effectiveness,,if nece
removable from outside
outside.
5. Not applicable.
less tan r /8 thin.
all be provided with s
emovabie or operable f
meeting mullions. '1h
ke and lock area to Ina
ssary, and such doors
which would facilitat
6. Hinges on exterior out swinging doors shall have non - removable pins.
7. Jambs of all exterior offset type in -swing doors be rabbetted, or of
similar fabrication, to prevent defeating the purpose of the strike
and the integrity of locks and latches.
8. Single swinginii, exterior doors, if wood shall be solid core of not
9. Glass and exterior doors shall comply with the American National
Stan ar s Inst tute s - Standard 297.1. .
10. Vision panels in exterior doors other than glazing within 40" of the
inside locking activating device of loose and swinging doors shall
comply with American National Standards Institute's - Standard 297.1
L
`jV. -1 0 o W4
liding door
rorn exterio
ese doors s
intain bolt
shall have
e ready ent
ED
':, o
1)
M
: 0
dead bolts
r, at the
hall be
strength
no screws
ry from
door
0
0
1
j= - -_ - - - -1
►�1;.. cam Vvl •
1
/6/.
r0� - 0/l
4
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I0 \ bP1LL A/F! (9"
.:. X 11 \ 1 '
C_ / c1 ,/
uj . a � <p1 Y C co o, d, ( P)
GENERAL NOTES: WOOD. MASONRY. CONCRETE 1R INFO.RCINGsTEE
1. P ROVIDE ROUGH CARPENTRY AS INDICATED BY DRAWING, AND HEREIN
SPECIFIED / DESCRIBED. /
2 LUMBER USED }OR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS AND / OR
• OTHER STRUCTURAL MEMBERS SHALL BE OF A STRESS GRADE NOT LESS THAN
t4i 60 1000 P.S.I �
A Ell Ram IAj,$E�JDING (Eb). L
3: •• LUMBER FOR STUDS IN EXTERIOR WALL SHALL BE OF A STRESS GRADE NOT
LESS THAN 625 P. S.J. NORMAL EXTREME FIBER STRESS IN BENDING. STUDS
SHALL HAVE AN UNSUPPORTED LENGTH OF NOT MORE THAN 10' - 0" EXCEPT AS
OTHERWISE DETERMINED BY RATIONAL ANALYSIS.
• 4. LUMBER USED F9R STUDS IN INTERIOR WALLS SHALL. BE OF A STRESS GRADE
NO THAN 225 P.S.I. NORMAL EXTREME FIBER STRESS IN BENDING.
•
S. ALL LUMBER IN CONTACT WITH CONCRETE, EARTH AND / OR EXPOSED TO AREA
DECAY SHALL BE CHEMICALLY PRESSURE TREATED.
CaNGWIAMASOSNXIMEk
1. COMPLY WITH GRADE IN NORMAL. SIZE IV :t 16', HOLLOW LOAD BEARING BLOCK
A.S.T.M. C90.
2. CONCRETE BLOCK USED FOR FIRE RESISTIVE WALL RATED 2 HOURS OR MORE
ARE USED FOR LOAD BEARING OR EXTERIOR WALLS SHAD. HAVE A MINIMUM
FACE THICKNESS OFl14/4" MINIMUM WEB THICKNESS OF ONE INCH, AND SHALL •
HAVE A NET CROSS SECTION AREA NOT LESS THAN 50% QF WE CROSS SECTION.
3. . CONCRETE BLOCKS FOR OTHER PURR.9SES SHALL HAVE WALL AND WEB
' THICKNESS OF NOT LESS THAN 3/4•. •
M ORTAR
1. ALL MORTAR SHAU, CONFORM TO THE STANDARD SPECIFICATION FOR
MORTAR, FOR MASONRY UNITS, AS.T.M. C270.
A - 0 7-a- f lt u,_ 0 f•,-"Tifiii-la.,/1/v ,E(A)44,1 if J A,,A I
2. MORTAR USED TO BOND MASONRY UNITS SHALL BE OF TYPE'MS.N.• OR TYPE
'0', According to s.f.b.c. 2702.10 (b) (2).
s' - Tie ' .1 4 .. /F ob-
T�
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1MPA t $
SEP 1 199
MIAMI -DAi 'U
APPROVED
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4
APPLICABLE ITEMS OF CHAPTER 36 OF CODE RE: INTRUSION AND
BURGLARY SECURITY
1. All locks on exterior doors shall be capable of resisting a force
of 300 lb. applied in any movabl'e direction and in ,accordance with
resistance standards set forth in eiteehtiteiMielte• 6:F•13.6.
2. All single exterior 'swing doors shall have alock to be key operated
from exterior with' a min. of possible key changes or locking
auxiliary single dead bolt with hardened bolt inserts.
3. *le active leaf of_pairs of exterior swing doors shall have same
locks as required for single extej.lor swlng The inactive
leaf of these pairs of doors shall. have multiple point l with
5/8" min. bolts with inserts.
4. Sliding.glass doors shall be provided with sliding door dead bolts
or a bolt or pin not removable or operable from exterior, at the
jamb, head, sill oat meeting mullions. These doors shall be
reinforced in the strike and lock area to maintain bolt strength
effectiveness, if necessary, and such doors shall have no screws
removable from outside which would facilitate ready entry from
outside.
5. Not applicable.
6. Hinges on exterior out swinging doors shall have non-removable pins.
7. Jambs of all exterior offset ype in-swing doors be rabbetted, or of
similar fabrication, to prevent defeating the purpose of the strike
and the integrity of locks and latches.
8. Single, swinging, exterior doors, if wood shall be solid core of not
less than 1 3/8 thick.
N Asif C _ m
9. Glass and exterior doors shall:comply with the American National.
Standards Institute's - Standard 297.1. .
10. Vision panels in exterior doors other than glazing within:AO" of the
inside locking activating device of loose and swinging doors shall
comply with American National Standards Institute's - Standa 297.1.
U. Sliding Xlass doors and windows shall be installed and constifucted
so that no panel can be lifted from the tracks when in the locked
position and so as to comply with the Architectural AluminumiMfgs.
.Assoc. Standards for Forced Entry Resistance, AAMA 1303.3
12. Not applicable.
13. Not applicable.
14. Front main entrance doors shall be provided with a door scope or
vision panels.
15. Doors and windows by.Yale pgron Products: (or equal) sliding dnor '
No. 5657, awning window RT)7 Ei.Tilzontal rolling No. 5713.
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I PROVIDE ROUGH CARPENTRY AS INDICATED BY DRAWING, AND HEREIN
: SPECIFIED / DESCRIBED.
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2. LUMBER USED FOR JOISTS, RAFTERS, TRUSSES, COLUMNS: BEAMS AND / OR
- S • • OTHER TritucwRA.L MEMBERS SHALL BE OF A STRESS GRADE NOT LESS WAN
4 000_ S.I MAMA. EXTREMEDIVATRMIVEDING (Fb).
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• 3 • •• LUMBER FOR STUDS IN EXTERIOR WALL SHALL BE OF A STRESS GRADE NOT
LESS THAN 625 P.S.I. NORMAL EXTREME FIBER STRESS IN BENDING. STUDS
SHALL HAVE AN UNSUPPORTED LENGTH OF NOT MORE THAN 10' - 0" EXCEPT AS
OTHERWISE DETERMINED BY RATIONAL ANALYSIS. •
LUMBER USED FQR STUDS IN INTERIOR WALLS SHALL BE OF A STRESS GRADE
NqLESS THAN 225 P.S.I. NORMAL EXTREME FIBER STRESS IN BENDING.
5. ALL LUMBER IN CONTACT WITH CONCRETE, EARTH AND / OR EXPOSED TO AREA
DECAY SHALL BE CHEMICALLY PRESSURE TREATED.
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1. COMPLY WITH GRADE IN NORMAL SIZE II" x 16', HOLLOW LOAD BEARING BLOCK
AS.T.M. C90. .
2. CONCRETE BLOCK USED FOR FIRE RESISTIVE WALL. RATED 2 /101./RS OR MORE
ARE USED FOR LOAD BEARING OR EXTERIOR WALLS SHALL HAVE A MINIMUM
FACE THICKNESS Ofl-34U MINIMUM WEB THICKNESS OF ONE LNCH, AND SHALL •
HAVE A NET CROSS SECTION AREA NOT LESS THAN 5051 Q1 THE CROSS SECTION.
, •
3. CONCRETE BLOCKS FOR OTHER PURP9SES SHALL HAVE WALL AND WEB
THICKNESS OF NOT LESS THAN 3/4'.
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1. ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATION FOR
MORTAR, FOR MASONRY UNIT!, A.S.T.M. C270.
2. MORTAR USED TO BOND MASONRY UNITS SHALL BE OF TYPE °M.S.N." OR TYPE
- 0 0II, According to s.f.b.o. 3702.10 (b) (2).
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