680 NE 93 St (2)6' max.
its
Rail End
® Band
Tension
Bond
1
Post hole diameter is 4 tires the diameter of the post.
TERMINAL POST
1
rr.t&
Wt. per ft.
Standard Residential Shop Drawing
Size
Tie
Wire
1 5/8 or 2•
10 to center
maximum
LINE POST
Wt. per ft.
0
Siz •
1 3/8' or 1 S/8'
Top Rail Top Rail
Stowe Cap
TOP RAIL
• -Is outside dimension P Weight -Is pounds per linear toot
WI. per M.
Choin Link
Fabric % Gauge
11is
100, pr'uhe r'ty described as:
! Lbt 10 and the West 1 of Lot 9, tlaa
' MIAMI. `:HURES SUCTION NO. 3,
according to the Plat thereof, as
recorded in Plat Book 10, Page 37
of 1 ubl i.. Records of Dade Cuunty,
I• I or idyl .
r
PRi)PI. R 11 c:)I
ie.
/9'f P✓
?5.62 ;�..
-- — -- ....— — 7 5 r
I HEREBY CERTIFY that the survey
represented hereon meets the mini-
mum requirements adopted by the
F.S.P.L.S., the F.L.T.A., and the
F.B.L.S. (Technical Standards
S. 477.07). There are no encroach-
ments, overlaps, eesemenls appear.
Inp on the plat or visible easements
other Than as lhown hpf ion.
(L. Reg. Surveyor No. 2243
• 1r.;d
9/
p‘ 1 �9 ' 2
Y 1 t�
JI ,
f:l
DATE
2 •/•114
111 r0
Ir a
r7yrc✓
1 aC4 rio.0 "K6T• •,4
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6'r
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•
Kri ;ton, 680 NE 93rd Street, Miami Shores, Florida.
a• LI i
4 ,.
LANNES and GARCIA, INC,
ENGINEERS • LAND SURVEYORS • LAND PLANNERS
P.U. Box 561 131
Miami, Florida 33156
SCALL. DRAWN BY
/" r TO ' t3 C.
ORW(,. NO
184 -639