1284 NE 92 St (7)1st.
:REP
CLIENT:
CONTRACTOR:
PROJECT:
LOCATION:
ENGINEER:
ARCHITECT:
PILE DRIVING
CONTRACTOR:
PILE MANUFACTURER:
DATE OF INSPECTION:
REPORTED TO:
PILE SUMMARY
Size Length
(in.) (feet) No.
10x10 24 2
EXTENSIONS
10x10 20 2
Inspector: P.R.
INSPECTOR'S TIME ON JOB
Arrived
Left:
Lunch:
Travel:
TOTAL:
•WIN'GERTER;.LA.BORAT.:ORIES,, tNC.
;'Engineer's. L aboratory and ..Inspection. Service
1820 N.E.` 144th Street
P.O. Box 155; North Miami,'Florida 33161
PILE DRIVING INSPECTION 'ORDER NO 1200.274
10:45 A.M.
1:30 P.M.
0.50 Hour
0,50 Hour
Atlantic Foundation Co., Inc.
Pilkington & Stone
Proposed Residence addition for Mr. R. Sheiwberg
1284 N. E. 92nd Street, Miami Shores, Fla.
Not Given
Not Given
DISTRIBUTION:
4 = Atlantic Foundation Co.
1 - Mr. Wm, Bradford,, Bldg. &
Zoning Dept.
Atlantic Foundation Co., Inc.
Atlantic Foundation Co., Inc,
June 20, 1969
Atlantic Foundation Co., Inc., P.O. Box 366,
North Miami Beach, Fla. 33160
Bearing Required
(tons)
15
DRIVING RIG
Rig: Crane, moveable leads
HAMMER
Name of Type:
Wt. of Hammer:
Drop:
Power:
ENR FORMULA F
2,75 Hours Respectfully submitted,
WINGERTER LABORATORIES, NC.
W. G. Hicks, P. E.
0 -69842 6/23/69 dc
Lab. No. 13772
Page 1 of 2
Drop hammer
3000 lbs.
7.0'
Gravity
= 2E
S + 1.0
AS./{ MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED
AS THE CONFIDENTIAL; PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,
CONCLUSKINS:PR EXTRACT$ FROM OR REGARDING OUR REPORTS IS'RESERVED PENDING OUR WRITTEN APPROVAL.
1820 N..E. 144th Street Page 2 of 2
P.O. Box 155, North Miami, Florida.33161
1st.
REPORT OFf PILE DRIVING INSPECTION ORDER.NO 1200.274
CLIENT:
PROJECT:
Atlantic Foundation Co., Inc.
Proposed Residence addition for Mr. R. Sheiwberg
RECORD' OF HAMMER BLOWS
Depth Pile
Feet No. 1 2
1
thru
23
24 8
25 4
26 4 5
27 4
28 - .. .. 4
29 - 8
30 - 8
31 - 8
32 - 12
33 8 12
34 12 16
35 12 16
36 12 16
37 24 16
38 28 16
39 36 18
40 18
41 18
42 24
43 30
WINGERTER• LABORATORIES, INC. 0 -69842 6/23/69 dc
Engineer's Laboratory .and Inspection Service
Lab: No. 13772
Sizes Inches Square 10 10
Length (feet) 24 +20 24 +20
'Bearing Required (tons) 15 15
No. of blows last inch 3. 2.5
Formula tons (safe load) 15.8 15
Depth driven (feet) 39 43
EXtS I N
�EStD�NG�
1
0
AS•A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED
AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,
CONCLUSIONS OR EXTRACT$ FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITT,EN;
yl`
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JL ida Jesting. & £niown eintginegving CO.
e ngineering ctal orator y
Mr. Dennis Miller
1284 N.E. 92 Street
Miami Shores, Florida
RE: Proposed Swimming Pool @ 1284 N.E. 92 St.
Miami Shores, Fla.
Dear Mr. Miller:
JVW:JRD:sc
August 7, 1978
As requested, we have conducted a subsoil investigation
in the area of the proposed swimming pool at the above- -
referenced site ( see enclosed reports).
Our borings indicate an extensive deposit of dark brown
muck in all locations tested. Due to this deleterious
material, we would recommend that piling be used to
support the proposed swimming pool.
If we c:n be of further help, please let us know.
Respectfully Submitted,
FLORIDA TESTING ENGINEERING CO.
J. V. Winterholler, Jr., P.E.
6784 fl W 17th _Avenue, Jort £zuderda /e, .JCorida 33309 (305) 971 -4400
' Hone (305) 971 -4400
cLIENTDennis Miller
Prop. pool @ 1284 N.E. 92 St.,Miami Shores
PROJECT
LOCATION 40' E. & 25' N. of S.E. B/C
DRILLER Johnson
. 0'
. 0'
. 5'
.5'
. 0'
Gray -tan medium fine silica sand;trace rock;some
traces of marl
Gray medium fine silica sand;some marl, rock $
roots
Gray medium fine silica sand;some rock F shell
3
4
Dark brown muck
5
Tan medium fine silica sand
4/9 3
2 13/14 4
6
12/11
6/7
4/5
2/3
2/2
2/.1
10 /11
5
6
7
8
9
10
11
2.0' 2
4.0'• 2
6.0' 2
7.5' 1
10.0' 2
11.0' 1
GROUND ELEVATION
Not Given.
.Coricla Jesting & engineering
e n g ineer a c, nn atoralor
6784 fl W p/ 171h _Avenue
.orl c, auc/erJaLe 3[oriIa 33309
TEST BORING REPORT
DRILL No
DESCRIPTION OF MATERIALS
4
. 0' Gray medium fine silica sand;trace organics
co .
Copies:Client -2
Air Flow Pools,308 NW 170 St.
N. Miami Beach -1
5.1 11 a.m. 8/3/78
Water level- ' below surface at date
ORDER No
REPORT No
HOLE No
DATE STARTED
DATE COMPLETED
SAMPLE
NUMBER
1
61016
1
8/3/78
8/3/78
HAMMIER IENE- HAMMER
SLOWS ON TRATION SLOWS ON
SAMPLER (FOOT) CASINO
7/8 1
10/9 2
The above test boring was conducted in accordance with A.S.T.M. dc- sigr:ation D -1586.
'As a mutual protection to the owners and ourselves, the engineer in the owner's behalf shall check this
report with tJ,e samples submitted prior to the purchase of property or designing of structures.
'(oriel
By
J. V. Winferhoft.r, P.E.
As a further protection to clients, the public and ourselves, ell reports are submitted as th.c.onfidential property of clients, and authorisation
for publication of sfaternenta, conelusionr or extracts from or r.egsrdir g our reports is reserved pending our written epprorol.
GROUND ELEVATION Not Given. DESCRIPTION OF MATERIALS 9
9AMPL[ D
HAMM[R r
rCN[. H
HAMMLR
7/8 1
1
2.0' 2.0 G
Gray medium fine silica sand;trace of rock 1
1 8
8/9 2
2
4/5 3
3
13/12
Gray -tan medium fine silica sand;trace rock,roots,
5.0' 3
3.0' a
and marl 2
2 1
11/13
5/6 6
6
7.0' 2.0' D
Dark brown muck 3
3 4
4/4
2/2 8
8
9.0' 2.0' D
Dark brown muck 4
4 2
2/3 9
9
10.0' 1.0' T
Tan medium fine silica sand 5
5 6
6/5 1
10
Cop -2
Air Flow Pools,308 NW 170 St.
• N
N. Miami Beach -1
V,user I e e I • 5 . 1 , below surface a, 1: 30p�p,e 8/3/78
v�
The above fcs: bo: int was d, i -d in acro,cf:, ce ,:•irh A.S.T -h4- desi‘:: = D -1556.
As a .::usual p:e:e -;rich to the e :i•:,ers and ol2r 1Yves, rl.e -.,- r in r',e o.: :'s 1 :alf :.r.all chick :his
re;•urt L.i :h !`.e s.:::.ples eu_: :nisi. -d prior to the ;:.,rc1 :...e of p;cp.er :i•, or dc.sitning of s! :uc:ures.
By
OW) 971 - 4400
UEN rt D ennis Miller
Prop. pool @ 1284 N.E. 92 St.,Miami Shores
- ROJECT
OCATION 30' E. 8 35' N. of S.E. B/C
')RIMER Johnson
J LoricIa .7e3iing eg // engineering Co.
e n g ineer.1 c aboralorr,
6784 nu) 171h – Avenue
.orl eLarrderdat, _Jlorida 33309
TEST BORING REPORT
DRILL No
4
ORDER No
REPORT No
HOLE No
DATE STARTED
DATE COMPLETED
61016
1
2
8/3/78
8/3/78
J. V. \1';c.frrhoUer, P.E.
i+r r pre :eti. :iul 10 clirnts, es, ell rcpurl.:,,e su' ir:,!!rd ::s !l cur :is1 pr oper :y of CIienrs, s:,d rethori.crion
fu pu - -:ion o! sfatc— . : -rs, cone /u :iu-. u: rz : :n U: ho. or 14 ru: :cf, : : : :s is 7 c s rr1•:-d p:cndhi ou: n•itfen
one (305) ' 9'1 -4400
CLIENTDennis Miller
Prop. pool @ 12S4 N.E. 92 St.,Miami Shores
LOCATION 10' S. & 5' E. of N.E. B/C
PROJECT
DRILLER Johnson DRILL No
GROUND ELEVATION
1.0' 1.0'
3.0' 2.0'
4.0' •
11.3' .
12.0'
6.0' 2.0'
8.0' 2.0'
Not Given.
J Lorida 51e.fing V engineering
�ng r c�L-nn a1orat
Y114/. 6784 , !. / e 7` iL _Avenue
1ori c+Caltderdalc, }lorida 33309
TEST BORING REPORT
Gray -tan medium fine silica sand;some rock
Gray -tan medium fine silica sand with rock
Dark brown muck and marl
DESCRIPTION OF MATERIALS
4
co .
Dark brown medium fine silica sand;trace organics
Gray medium fine silica sand with rock $ some
marl
Dark brown muck
Tan medium fine silica sand
5.1
Water Ir.e1-
12:40 pm 8/3/78
below sur`.ce at dale
ORDER No
REPORT No
Cop -2
Air Flow Pools,308 MW 170 St.
N. Miami Beach -1
HOLE No
DATE STARTED
DATE COMPLETED
SAMPLE
NUMBER
61016
1
3
8/3/78
8/3/78
HAMMER
'LOWS ON
'AMPLER
6/7
7/7 2
10 /1_ 3
12/13 4
6/6 5
2/3 6
2/3
2/2
3/3 9
2/3 10
4/4 11
8/9 12
The .'Lore test boring a es ccnductrd in b..eo: dance :. itn D -J586.
As a .::v: ual p: n: ec riun to i .e O:'' ;. -rs :.nd n;::: c ?: :1.e +- . +z. ir. .•>e s1: =11 ci,-ck this
r r(•9r! :: ith 1':e ..._.::;. ?cs _ub: r;::I -d p ::ur 10 17:e Jr c':'a• of 1 ?)f;.c: :)' ur de si‘n.n• O1
•ENE- HAMMER
TRATION BIOW• ON
boon CA•INO
1
By
J. V- 1Y;nt�rl o14r, P.E.
As a fu. :j.er pio:x:iun 10 clients, tl.e public ar>d ou: rrl:es, ^11 rc;•u, - !s err 5 as 11. e % prop -ay n1 cJirn:s, s::d c lhr cr
!c% P1 11h.0 o! s.'racrne - ls, ccrizIv i'n: 0: ell ::.C1s 1: o:.: o: r.e srdint c>v,I rr . - .. fs r e . _r r - ;.cneins o: iltcn - , ^ prol mil.
Sec. 5-53-42.
Order it
F.B. # /8 -544
ate: Oct 499
MIAMI SIIOTIO, F1ri0
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ALL OVEE FLORIDA
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EUGENE DENES ASSOCIATES
Land Surveyors & Engineem
2115 Coral day
Miami, Fla., 3)145
Phone: 448 -800?
SKETCH OF SURVEY
Lot 15 , Block 3 "BAY .
LURE ", according to the Plat theta
of, recorded in Plat Book 44, at
Page 63, of the Public Reoorao or
Dade County, Florida,
1 rt.:t -Ef ?Y CERTIFY: That this
SKETCH OF JUHV.Y of the above=
des r1bed property is true and ®o
rest to the best of my knowledge
and belief, as recently surveyed
and platted under my direction. .
` 1
u . 0 0 J 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Eugene 'penes
Reg. Land Surveyor ,1025
•3t.te of F1orAda
i t
L. JOSEPH HOFFMAN (305) 666 - 2299
IRVINE C. SPEAR (1922 -1976) FAX (305) 666 -9503
July 25. 1990
MIAMI SHORES VILLAGE
Patricia Varney
Finance Director
10050 N.E. 2nd Avenue
Miami Shores, Fla. 33138
Dear Ms. Varney:
Enclosed please find our Trust Account Check in the
amount of $452.27 as payment for a Claim of Lien filed on
the above referenced property, copy attached. Please
furnish this office with a recorded satisfaction of lien
at your earliest convenience.
Sincerely,
ly/
L. JOSEPH HOFFMAN
LJH /,jm
Encs.
LAW OFFICES
SPEAR AND HOFFMAN
708 SOUTH DIXIE HIGHWAY
CORAL GABLES, FLORIDA 33146
RE: 1284 N.E. 92nd Street '
A
3 0
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urn to:A(anciou''s01-addfossoxfinip151,0i,bpo)*..
04 41 4 .M., A i 4.41.0041:# , dr, ,,,
MIAMI S HORES VILLAGE
• ii mama : • 10050 N. E. 2nd 'AVENUE
MIAMI SHORES, FLORIDA 33138
1 i
•
Thb igutrument Prepared by: ,
•
: •
Mk.= • •
•. .••
• • • . MIAMI SHORESVILLAGUI,
10050 N. E. 2nd AVENUE
.11 MIAMI SHORES, FLORIDAr-33138t
r cp ly Awaken Parcel Ider4ifIcation (FollO) Nuirber(s):;„-4
• %. ' ' ' ".•
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MCI AIOVI LIN FOR P10:214a0 tat.TA
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on
,31o.is of Aloriba
flcoui u .
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kc tiiidon""aid
• .,. B.f.. me. the undersigned Notary Public. personally appured"::.4.-,.. .. , - -.-
. .t.t..;„....,.,.,:, ...:.
; ivixo45 t
rn
who was duly swo and says that he 111111111111111111r 00
the agent of the lfenOr heisInt
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'''' , '' ..,......,1.•llmi ''' ; '' . ' •...'"? .
. , : • • ‘' ,.•'' , . (UenOr's Name) `-.- , '..1-0i;
who address 10050 N.E: 2nd Avenue, Miami ShOres,:.Florida 33138%.
se is
- ..., .
, . 1 , ,,,0::.•-r %...:4 CS .
,i (Lienor's Address)
- ‘...: ' • ,...,..'•, ,2,• !;;..4 1 . ' ...4`;::Zi:', 4,. i'7". ,
end that in accordance with a contract w i t krOVI S i ons OT . Ord i n ari ce #338 , adopted
Decembe 3, 1969 : '• - • , : Al' .31
, ■tv,, \ ! $
lienor furnished labor. service$ or materials consisting of: (Describe specially fabricated materials separately)
Sworn to and subscribed before me this
• ,
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V t7444M ; t1 "
, . FLA-INO 1111CPA111"41"
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Garbage and trash services
"0 AV • wt
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• • ,•‘• • ,..",r..;4r,A14. • •
•
Dade .
. . County. Florida.
it CitoWn) 4
- • , • .41: .p..ij1.41P,
•
- '
: on tho following described real property In • '
(Describe real property sufficiently for Identification including street end number.
1284 NE 92 Street
F'11 11-3205-27-0520-9
PB 44-63 Lot 15.81k 3:
by
owned
• Kauper."...:-ift. •
• '' tt t • ,” t 1
/
of a total value of ‘ . 4 4 6 .EQ(117.•
,.1
•r 161.3,3ZUR.th
'..,' 4, - •
of which there remains unpaid S../C13...Qt.ab.4.31b1M-'7"'"•4"' t,
' ' ( P.1 usqi nterestii Penal es
and the last of the Items on '`'ne:';;Ii■;:ir'
• -1 ' • • • .':-.,v-i■t*,..L'fv.,*,,":owirorovrAl,,,t.P‘rq.:rvi.wt4Ch;: .
is claimed by one not in privity with the owner) that the Senor served Ms flotc a owner on%
: .. . : N .-,, , -....r.,...-...,,,
i
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• ' • , • .. '.. 1 ; .,1 •,', ' „. •'0.1%;01),I.N4,,,
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, , , ' ,, '',' ''...;•(,.. :'....' •• it'11•.;`''''. (Method 91 Service)
. , .
. .,,,,:-.;,,-:•,.‘' .:•-•:,L.P•••
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and. (11 required) that the Senor served copies of the ,• notice on the contractor on
, • • , ,-.), -- -,....,., - : ":: , :v;a:1 • ,, c..1
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• • ,. . ...... , •
• • •
by ' end on the subcontrector.• '
(Method of Service) . .,
IIItD .•i
• :; tawli P. BRINE101'
RICIVLAD
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c:
div ot t '0- •
Sec. 5-53-42
Order /1 /4967-P60
F .B. # /6
Date: Ocz 20 496
A:244.49
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MIAMI (jT.tv:ES Fla,
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ALL OVEE 1?i,ChIDA
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ELIGENE DENES & ASSOCIATES
Land Surveyors & Engineers
2115 Coral 'Aiay
Miami, Fla., 33145
Phone: •448
SKETCH OF SURVEY
Lot 15 Block 3, "BAY
LURE", according to the Plat there
of, recorded in Plat Book 44, at
Page 63, of the Public Records of
Dade County, Florida.
1 h1,1-.EEY CER7IFY: That this
SKEUCH OF SUEVEY of the above-
des:,:rited property is true and car
rect to the best. of my knowledge
and belief, as recently surveyed
and platted under my direction,
OO 9 ** 03 0•0000 0 oe0
Eugene/Denes
Reg. Land SL:rveyor ik1025
State of Florida
• • 0 t• • • 0 0
t .
• It
1 11 -4
Z5
L OT 13
/9' P A V/ N G
92 ^d ST.
gr.° tW- Jne 225'
1 .e 75
LOT 14
V i a c a L
75 I.P� 75
7- O t kuze
IP.
1.P. 4,0o/c.
225'
75
LOT 15
7 5
P
90 °00'
IP.
•
M. B. GARRI S
JUNE 16th, 1955
I hereby certify that the attached sketch of survey shows a._true
survey of Lots 13,14 and 15 Rlock 3 of PAY LURE according to the
plat thereof recorded in plat book 44 at page 63 of the public
records of D„de County, Florida.
a Th t the boundaries of the above described property have been
marked as shown on the attached sketch.
That this property was vacant on June 15th, 1955.
Th; t the hedge is located on the West line of this property as shown.
That the pole is located on this property as shown.
That there are no encroachments on this property by any structure.
f>irned this 16th day of June ' . D. 1955 at Miami, rlori 1a .
C A7 ., I `;
A'ilton Garric, Jr.
gati.On PkLr1,
CALF
,n c
CIVIL AND CONSULTING ENGINEER
MIAMI, FLORIDA
:legistered Civil rngin per ! o . 3592
Lind Surveyor Jo. 729
:TItnte of Florida