15 NE 95 St (4)P9 "A1 38"
,)0" 18'22"
0
0.00'
OUNDARY SURVEY
20
I Hooky t;erfiry . 11 of B.a a w1 :arty was made under
m P. r ,tie d ',,e r.Td st6slt Es 1y nwr is the mirirnn
tednbY sta rts:di vs set forth by P..' FLORIDA BOARD
OF LAND SURVEr ORS inCkyter9iG17-P , Fk,ridaAdml-
Asti nlive ('o•e, Pus sei lo 47 CQ7, Fhrida Stables.
"CTOR Y. PINERA
solaria( Land Surveyor S Mapper No. 5687
State of Florida
LNQI Valid without the Signature and
ai sed Seal of a Florida Licensed Surveyor & Mapper)
rI = 20'
One Story
Residence
No 15
iu
(3
0
F,I
F.I.P 3/4"
(No IUD)
In
F.I.P 3/4"
(No I. D)
Found
Nail
(No IUD)
0
0
0
0
40
D = 89 . '41'38"
A = 39.27'
R = 25.00'
5' Sidewalk
48' Pavement
NE 95th STREET
( 80' TOTAL RIGHT OF WAY )
ORION SURVEYORS
& MAPPERS , INC.
15036 S,W 140th TERR,
MIAMI, FLORIDA 33196.
(305) 232 - 1109 — 232 -4659
" LEGAL DESCRIPTION "
Lots 14 and 15 in Block 5 of " Amended Plat of MIAMI SNORES
SECTION No. 1 ", according to the plat thereof, as recorded in
Plat Book 10 Page 70 of the Public Records of Miami - Dade County, Florida.
" PROPERTY ADDRESS "
15 NE 95th Street
Miami Shores, Fl 33138
" CERTIFY TO " :
Carlos A. Viera.
Roberto Matus, P.A.
Attorney's Title Insurance Fund, Inc.
Quicken Loans, its successors
and /or assigns as their interest may appear.
ENCRO
C a.9
C L.F
WF
(M)
(c)
019
F P.
FYO
S.LR
LOT 13
BLOCK 5
130.00'ZOning
Apt) oved
c7
130.00'
JOB No: 02 -05265 DATE: 5-15 -2002
NOTES
-T}I9 SIRVEV DOES NOT REFLECT OR DETERMINE OWIERS(IIP.
ARES SHOWN'CREIN WERE NOT ABSTRACTED FOR EASEMENTS
ANDiOR MGM OF WAYS OF RECORD.
.LEGAL. DESCRIPTION PRONGED BY CUENT,
-BEARINGS IF SHOWN ARE BASED ON ASSUMED MERIDIAN BY PLAT OF RECORD.
•IF S(raWN ELEVATIONS ARE REFERRED TO NG.V.D 1929.
ENCROACI NENT
CONCRETE BLOCK STRUCTURE
CHAIN UN( FENCE
WOOD FENCE
MEASURED
PLATTED
CALCULATED
OFFSET
FOUND IRON PIPE
NNE 1 DISC
SET IRON ROO
P.R.M
P.C.P
PI
P.0
Dal
UE
0ME
P.P
O.P.1
AD,R,T
F I.R
1 90 "18'22'
10
..., — Z
■
45.10'
• PERMANENT REFERENCE MONUMENT
• PERMAIEM CONTROL POINT
• POINT OF INTERSECTION
• POINT OF CURVATURE COMMENCE
• DRILL HOLE
• MUTT EASEMENT
• DRAINAGE MNNTENANGE EASEMENT
• POWER POLE
• OVEW EAD POWER LItES
• ARC, DEL1A, RADIUS, INTGENT
• FOUND IRON ROO
SS65Q FT
89 "41'38"
THIS SURVEY WAS CREATED FOR TTTLE INSURANCE PURPOSES ONLY.
F.I.P 3/4"
(No IUD)
0
0
0
DRAWN BY: 11.Y.P REVISED:
F.I.P 3/4"
(No IUD)
.UTEERGROL.FO ENCROACIME4T9 NOT LOCATED.
• DISTANCES ALONG BOUDARY OF SUBJECT PROPERTY ARE
RECORD AFC MEASURED UNLESS OTT ER VISE STATED.
- TTi3 SIRVEY WAS PREPARED FOR TIE EXCLUSIVE WE OF
TIE ENTITY NAMED I EREON TIE ATTACI ED CERTIFICATION
DOES NOT EXTFID TO ANY U PARTIES.
THE FLOOD INSURANCE RATE MAP. DA1ED 3 -2 -94 , PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY (F.E.M.A) , DELINEATES THE HEREIN DESCRIBED LAND TO BE LOCATED WITHIN
COMUNITY No: 120652 PANEL No: 0093 SUFFIX: J FIRM ZONE: X BASE FLOOD ELEVATION: N /A.
—
N -- it-- = WOOD FENCE/ x - - -IF = CHAIN LINK FENCE J a = CONCRETE BLOCK
or WIRE FENCE STRUCTURE
W/M ' • WATER METER
F.N • FIRE HYDRANT
C,B CATCH BASIN
CONO• CONCRETE
SM1N
SIDEWALK
NC • NR CONDITIONER
F.F a • FINISH FLOOR ELEVAnoN
P.O.B • POINT OF BEGIFNN3
NT.9 • NOT TO SCALE
B.M • BENCH MARK
E.O.W • EDGE bF WATER
29.12'
D = 89 °41'38"
A = 39.2T
R = 25.00'
F.I.P 3/4"
(No LD)
One Story
Residence
No 15
5' Sidewalk
8' Parkway
3' Curb & Gutter
130.00'
45.10'
9018'22"
SKEPc -E Or SURVEY
I 89 °41'38"
(
W I
-- Z
u. <1
O _I
' g 1
a Q�
I--
O
8 �I
O'
90°18'22"
•
8
40.00'
" =20'
F.I.P 314"
(No LD)
tit
0
0
0
0
F.I.P 3/4"
(No I.D)
Found
Nail
(No I.D)
i3O(I IDARY SURVEY
I Hereby Certify . 11 Ile stl YG. rd E:1IW We• made under
my responsible the jr and 'Limit. Orly melts the minim n
tech/kill d0' derds us set forth by U .' TLORIOA BOARD
OF LAND SURVEYORS in Oh t c 61 , Florida AdmF
ristra6re Coco, Rs al to 9ocA.)r+ 47/ 027, Florida Startles.
CTOR Y. PINERA
sional Land Surveyor & Mapper No. 5687
State d Ronda
(Not Valid without the Sionature and
• . F• •• . :n .
40
48' Pavement
NE 95th STREET
(80' TOTAL RIGHT OF WAY )
ORION SURVEYORS
& MAPPERS , INC.
41150 S.W 140th TERR.
MIAMI, FLORIDA 33196.
36
305) 232 -1109 - 232 -4659
' LEGAL DESCRIPTION '
Lots 14 and 15 in Block 5 of " Amended Plat of MIAMI SHORES
SECTION No. 1 " , according to the plat thereof, as recorded in
Plat Book 10 Page 70 of the Public Records of Miami -Dade County, Florida.
' PROPER1Y ADDRESS
15 NE 95th Street
Miami Shores, Fl 33138
" CERTIFY TO '
Carlos A. Viera.
Roberto Matus, P.A.
Attorneys Title Insurance Fund, Inc.
Quicken Loans, its successors
and/or assigns as their interest may appear.
LOT 13
BLOCK 5
130.00'
If
JOB No: 02 -05265 1 DATE: 5.15 -2002
— H - --N— =WOOD FENCE
ENCRO
C.B.S
C.L.F
W.F
(M)
(PI
o/S
T.I.P.
NO
S.I.R
89°41'38" -
DRAWN BY: H.Y.P FTEVIOCD:
THIS SURVEY WAS CREATED FOR 1171E INSURANCE PURPOSES ONLY.
NOTES:
-THS SURVEY DOES NDT REFLECT OR DETERMINE OW!FRSNP.
-A SHOWN HEREIN Y".FRE NOT ABSTRACTED FOR EASEMENTS
MOTOR RIGHT OF WAYS OF RECORD.
-LEGAL DESCRIPTION PROVIDED BY CLIENT.
-BEJViINGS If SHOWN ARE EASED ON ASSUMED MERIDUW BY PUT Of RECORD.
-IF SHOWN. ELEVATIONS ME REFERRED TO NG.V.D 1929.
• ENCROAG NENT
• CONCRETE BLOCK STRUCTURE
• CHAIN UN( FENCE
• WOOD FENCE
• MEASIREO
• PUTTED
• CALCU.ATED
• OFFSET
• FOUND IRON %PE
• NNE d DISC
• SET !SON ROD
P.R.M
P.C.P
Pi
P.0
Dlli
U.E
D. E
P.P
O.P.L
AD
F.I.R
PERMMENT REFERENCE MON TENT
PERMANENT CONTROL POINT
POINT OF INTERSECTION
POINT OF CLRVATIRE COMMENCE
DRILL HOLE
UTIUTY C A^,EMENT
DRAINAGE MAINTENANCE EASEEMENT
POWER POLE
OVERHEAD POWER UtES
ARC. DELTA RADIUS, TANGENT
FOUND IRON ROO
F.I.P 3/4"
(No I.D)
WM
F.H
C.3
CONC
SAN
NC
F.F EL
P.O.B
NT.S
B.M
E.O.W
0
F.I.P 3/4"
(No I.D)
- UJCERGROUD ENGROAGI VENTS NOT LOCATED.
• DISTANCES ALONG BOLTEARY OF SUBJECT PROPERTY ARE
RECORD ADD MEAARED ULESS 011 ERWISE STATED.
- THS SURVEY WAS PREPARED FOR TIE EXCLUSIVE USE OF
TIE ENTITY NAMED LU EONTIE ATTAGED CERTIFICATION
DOES NOT EXTEND TO AMT LW /WED PARTIES.
THE FLOOD INSURANCE RATE MAP, DATED 3-2 -94 , PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY (F.E.M.A) , DELINEATES THE HEREIN DESCRIBED LAND TO BE LOCATED WITHIN :
COMUNITY No: 120652 PANEL No: 0093 SUFFIX: J FIRM ZONE X BASE FLOOD ELEVATION: N/A
= CHAIN LINK FENCE / = CONCRETE BLOCK
or WIRE FENCE STRUCTURE
• WATER METER
• FIRE HYDRANT
• CATCH BASIN
• CONCRETE
• SICEWNI(
• NR CONDITIONER
• FINSH FLOOR ELEVATION
• POINT Of BEGINNNO
• NOT TO SCALE
• BENCH MARK
• EDGE OF WATER
0.
Job OPO qg
�Wtp. SCoth- .comivo Eatt.A
quiPTAE.4 3onr.
• ••••••■■•• .1••■•■•••••••••,•■•••7••■•••■••,•••■••...11.0•••••.••■•••• e•••••4ww .” • ■•• • 1A...
SCALE:
*IMO
DATE: .3 -30- Ot
AVEN Flir—Cow
APPROVED BY:
DRAWN 131 n
REVISED
PPD. 109i3 k3.to , 6S et.
DRAW
LG ENGINEERING SERVICES, INC.
Consulting Engineers
North Office:
7370 N.W. 36 Street
Suite 374
Miami, Florida 33166
Tel: (305) 994 -8128 Fax: (305) 994 -8135
M. I. S. Corporation
10221 Southwest 16t Drive
Miami, Florida 33174
Project:
South Office:
13380 S.W. 131 Street
Suite 120
Miami, Florida 33186
TILEARLIFT TES]:
Ferro Residence
15 Northeast 95 Street
Miami Shores, Florida
Information provided by client:
Permit Number: 42471
Date Completion: October 20, 1998
Roofing Contractor: M. 1. S. Corporation
LG Engineering Services, Inc. Project Number: LG98 - 1065
(Testing Laboratory Certification # 95- 0607.05)
C.1.V.1•1
October 26, 1998
Dear Sirs;
In accordance with your request and authorization, a representative of LG Engineering Services,
Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was
performed in general accordance with Protocol PA 106 -94 -- Field static uplift test for mortar or
adhesive set tile systems and mechanically attached, rigid, discontinuous roof systems.
The total of the tested roof surface area was less than 5000 square feet, and the mean height of
the roof is less than 15 feet above ground surface. The type of tile used for this project was
reported to be Vanguard Roll Roof Tile. This tile was reported to have been foamed in place.
At the time of this testing, a total of forty -five (45) tests were conducted; ten (10) at the roof
perimeter and ten (10) at the roof corner and twenty -five (25) in the field area. More than 5%
of the roof tile located in the field area and more than 10% of the roof tile at the roof perimeter
were physically examined.
Based on our test results, we conclude that t he installation of the roof tile at the above referenced
project sleets the test requirement outlined in the above mentioned protocol. Attached please find
a copy of our test report for you review
LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
LG Engineering Services, Inc.
T1L &LPLIFLTEST
Ferro Residence
15 Northeast 95 Street
Miami Shores, Florida
Mohtfnad Sonny Salleh, P.E.
Project Manager
Test Number
'Pest Load (lbf)
Test Status
1C
35
Pass
2C
35
Pass
3C
35
Pass
4C
35
Pass
5C
35
Pass
6C
35
Pass
7C
35
Pass
8C
35
Pass
9C
35
Pass
10C
35
Pass
11P
35
Pass
12P
35
Pass
13P
35
Pass
14P
35
Pass
15P
35
Pass
16P
35
Pass
17P
35
Pass
18P
35
Pass
19P
35
Pass
20P
35
Pass
21F
35
Pass
22F
35
Pass
23F
35
Pass
Report of
TILE UPL1F r TEST
for
Ferro Residence
15 Northeast 95 Street
Miami Shores, Florida
Permit Number: 42471
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Permit Number: 42471 , Page 1
lest Number
'Pest Load (lbf)
Test Status
24F
35
Pass
25F
35
Pass
26F
35
Pass
27F
35
Pass
28F
35
Pass
29F
35
Pass
30F
35
Pass
31F
35
Pass
32F
35
Pass
33F
35
Pass
34F
35
Pass
35F
35
Pass
36F
35
Pass
37F
35
Pass
38F
35
Pass
39F
35
Pass
40F
35
Pass
41F
35
Pass
42F
35
Pass
43F
35
Pass
44F
35
Pass
45F
35
Pass
Note:-
C = Corner
P = Perimeter
F = Field area
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Penn t Number: 42471 , Page 2
North
Approximate Test Location
LG Engineeling Services, Inc Tile Uplift Test Result -- Permit Number: 42471 , Page
i{. i ) to ?' 1
ettyli.%. -1 Af,0 4d0f'
r s''ste�1
thV?Ci•C0414.
' :1
1 c .t o L % I4Yir�
304.F r`f- v$i 0!c 7. w �i►tK 9.9 OP
l tit 0•!.
` F . . '0 ,
ti ` t9•) \r ...// 3 . /ir .
‘ % . t ` X 1 004 - ' 1 �
;%••• i • 4 ; L t t
1
N
� k.A.rt
' . " a • ? �. �� erg d ?l re 1. $''►,`' Qt .) ItI it xf 1 . 1))�'3Gv't' `.R T'41 f'► ST p,la -
? C.
7; L. s - /t j> 13 '` f.eirfS, OQ Ttt 4;1(t s� \ u ' 1 ' � ��u p SG>a •)') ..
4o " b r0P t'r.V4t) $ ! , ' ; 1 . t) S..)r =.
do • 11 Stet -.i4 S c c44 Pw) -4 •/...' Vev a ti
o
.2. tit A >4Ft4,
� erE''eti1)11E1%
:jr tot.isibts
Yr`AItG? T 6.
140.'M t4iQ i11
i'j!;i ft>z_SCP}l 3
GG4P201'10'
M7,r�t�y. o t %G..i� !2liF1
t,Cdit�itNinal S�SdT 4,t4 ,1( st {on,eS.
la st43 e' sr AVC rl�ge.;.
14 To
! °� �f; l f t 0.. •
•
E.w t)s.
(5 !sscc. S a�J•
A3j'LE'J�
1�•E E OR.Ntfk„ 1~1iatAi J1J ' tl, � ' S M$,,
..
��}�1. �FtAl3_�LI ►t ,,1cL�,
30516 *.AelANLA •4 A'Jg:.
Cce4)1u' (».)'J1;
-
a