1279 NE 97 St (7)r s
•
t
Ye. 14\//101\
of floa'(mfi i rr riT4
.0t4;»t J
vid
3
ii ‘/Afi - Htt v
a
Exu� , .. f it To i4-t1 y i x, 0► t''' 1 va1i =4 �--
r
L ..1t 04 c►,' ._ .
1--
Soil MOTE
�i/j� rlr.�� ��l�ijty• 0\'D j -30iT
zit ''
-Tr
4 ; (&' t \9't> i
,' ti -t* V - .) al ■-) r
`11 L 'LJ' M-'4M !„)
-r ti re-0-
-$xe•it.1 'f'Ap tki corp.4
4
* w.f too
1 �
?-1 r,/,-0)h ■ti 5 & 0.•
•
;4144 v42,0N
, Pre s s ' 44)
1 ~�
94645 y
Soil eppaara to be sand and rock upon viau "•1
Impaction, if other conditions are fuuvd conyult
f,•til /ttto inspector before proceeding wooly.
�r•imvrr •,.t' 1,1100 poun•i$ pro af,usra foot .
i.Ou0 r.y.t. conc. •.u.spreaaive strength 11+ dt3 days
itt#
tor mio
r!t !c, it/544 " v e JAI^
440
r
G' ri¢RA1 , ]iotrEs
'. .01 work
w i ' h t i+ e
CdDF.
?.c- to verify all dlmer.sions
and conditions and shall notify the
orchitect if any discrepancies are
discovered, before proceeding with
the work involved.
7 •411 concrete slabs on giound to he
• "yin. will, hxb /10/10 W.W.M. unless
hervise noted, poured over a
.aterproof membrane.
reinfor -'r steel to confot m
u AST'H AbIS specs. for Deformed
`ailed Steei grade ho. Stirrups and
rtes to be grade 40.
'.Concrete to be poured on the groun•+
to hove a min, of 1,000 p.s.i. after
to days. Concrete to be poured on
for r$ to
have a rrin. of 3,000 p.s.i.
after 28 days, unless otherwise
noted.
coundations designed for a soil
bearing capacity of 2, p..f..
Atchitect sh•l1 be notified if Any
other co-rlditions are found for
possible foundation redesign.
r �f
r o 4 1
r- L„.1
P / /
t( UP
s4; i'i
"71A 1-'',J2 • /
.. . . ' 4, •
4'1.1
Ib,h.
+� •
;(w.itifY.
1 • 1 1 tf
•
,
1 . r7k� .
} V!
fie., s in s,•c - r
FLCR!DA euILDING
ot,"
tift1 :t411
r
. c R R
rim 1
r
r
w ' -
r . • t t
1..-14) 1 5,1 I t •
pvirlAt
9 n P r• rp
l_ 4 ; .
t'L�.z►c
11' f.S!'rliA
• ,. . et
, s a t t Y f rlttr ►1^'4Fa
nitre; tr' • ' • � 1.. (' '
� 1 r' LL
,s '
1
Y
k( • " • 4r4 •)•. "
. •i ,y ,( /� � Ike r n 1 � , � R M1
• 4
r
D
E
e
h1.
tai
v
O
tuJ v
r7
OFD
4
l
/
/
/
/ /
\
\ \
\
ii. ,,
r s
•
t
Ye. 14\//101\
of floa'(mfi i rr riT4
.0t4;»t J
vid
3
ii ‘/Afi - Htt v
a
Exu� , .. f it To i4-t1 y i x, 0► t''' 1 va1i =4 �--
r
L ..1t 04 c►,' ._ .
1--
Soil MOTE
�i/j� rlr.�� ��l�ijty• 0\'D j -30iT
zit ''
-Tr
4 ; (&' t \9't> i
,' ti -t* V - .) al ■-) r
`11 L 'LJ' M-'4M !„)
-r ti re-0-
-$xe•it.1 'f'Ap tki corp.4
4
* w.f too
1 �
?-1 r,/,-0)h ■ti 5 & 0.•
•
;4144 v42,0N
, Pre s s ' 44)
1 ~�
94645 y
Soil eppaara to be sand and rock upon viau "•1
Impaction, if other conditions are fuuvd conyult
f,•til /ttto inspector before proceeding wooly.
�r•imvrr •,.t' 1,1100 poun•i$ pro af,usra foot .
i.Ou0 r.y.t. conc. •.u.spreaaive strength 11+ dt3 days
itt#
tor mio
r!t !c, it/544 " v e JAI^
440
r
G' ri¢RA1 , ]iotrEs
'. .01 work
w i ' h t i+ e
CdDF.
?.c- to verify all dlmer.sions
and conditions and shall notify the
orchitect if any discrepancies are
discovered, before proceeding with
the work involved.
7 •411 concrete slabs on giound to he
• "yin. will, hxb /10/10 W.W.M. unless
hervise noted, poured over a
.aterproof membrane.
reinfor -'r steel to confot m
u AST'H AbIS specs. for Deformed
`ailed Steei grade ho. Stirrups and
rtes to be grade 40.
'.Concrete to be poured on the groun•+
to hove a min, of 1,000 p.s.i. after
to days. Concrete to be poured on
for r$ to
have a rrin. of 3,000 p.s.i.
after 28 days, unless otherwise
noted.
coundations designed for a soil
bearing capacity of 2, p..f..
Atchitect sh•l1 be notified if Any
other co-rlditions are found for
possible foundation redesign.
r �f
r o 4 1
r- L„.1
P / /
t( UP
s4; i'i
"71A 1-'',J2 • /
.. . . ' 4, •
4'1.1
Ib,h.
+� •
;(w.itifY.
1 • 1 1 tf
•
,
1 . r7k� .
} V!
fie., s in s,•c - r
FLCR!DA euILDING
ot,"
tift1 :t411
r
. c R R
rim 1
r
r
w ' -
r . • t t
1..-14) 1 5,1 I t •
pvirlAt
9 n P r• rp
l_ 4 ; .
t'L�.z►c
11' f.S!'rliA
• ,. . et
, s a t t Y f rlttr ►1^'4Fa
nitre; tr' • ' • � 1.. (' '
� 1 r' LL
,s '
1
Y
k( • " • 4r4 •)•. "
. •i ,y ,( /� � Ike r n 1 � , � R M1
• 4
r
D
E
e
h1.
tai
v
O
tuJ v
r7
OFD
4
`1x -uF i'rr
N S
kMkf
F cam, rM.,
v . .CI '1E._
: 'N.
►5x ,
tw ,e.:
ex16 outer_
HEN R1EMODEL.iNG
R5: BURKE
MIAMI 313
row* tr
r4'es+xY
crid
• n nr.. c++ r+•+ d ., J`et'+'9+�.+•.- e•.vw�,.s -..- a.—
- MEAN
:K 1- . - -
..`� r�r,
ES< t
4 eY't VrrkKOVti.'+►t s iw* 'eP+b VO NWArru+rt+sV.^n. n u�.m..,
i
z I 1
MOH
JHRU
�r y tiYit ' U. 'Y � <Jll / � L�'`. .:.r � .
�.S 1 "V'iz t1,4C 3eit ; 4 j X � � 4 , at;17+� {ttt3 s'r ",
k - - -.• 'C�t�C.. 3t.
./° IST‘
7l` c.
`YuC 7 5i1 /L (')
/117;4 r
t 'C
i
•
aJi 1w 1lll11111
4i{ p6SS
1
1
N 4V/
tm /o !
�'sgoi l
to
7 ,
� _
= I
1
7
t
.3 2 / 0
m 1/ I
�
as
/lo
,.
X
,.
/a
/ 5
..
/7
.,
/ g 20 o
.. a.e
` .
1 2;;00
'C4 L,.. I )'
97TI/
SKETCH OF SURVEY
Lot 19, Blook 3, EARLETON SHORES, according
to the Plat thereof, recorded in Flat gook 43
at page 80, of the Publio Records of Dade
County, Florida.
• Order #5941 Jan. 31, 1952
F.B. 0051 »5 Scales shown
Q0 HEREBY O 1tFY: That the Attached "SKETCH
OF SURVEY of the above de isoperty is
Q true and correot to the •bei b 'ot knONledge
and belief, ,as recently r'yed,anc ,Matted
under my dtreotton. P +.,, °, 7A
Vakeiti
v
Registers jandSurve)cp #602
B t at 6, q " orig.
4
/§J
1_14 './
#»& / LL
j -
wza
)
M
7
� y
- -
iQ
411
to "
sraL Azo- %42o
VN.
'116
ccutWetb:_
m M. b
134
3e 2:LK
L92_5 n
.LLP\
aSLS
at 1 4 3 -
45 tt .
f2 .3
v
•
s
0
r50
tzic nt-
GA 060
t -S
tit)-2
1