RC-14-342Inspection Worksheet '
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-207673 Permit Number: RC -2-14-342
Scheduled Inspection Date: February 13, 2015
Inspector: Rodriguez, Jorge
Owner: ADLER, MARC AND LEANNA CRISTINA
Job Address: 374 NE 95 Street
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: F$F CONSTRUCTION SERVICES INC
Building Department Comments
REAR ADDITION AS PER PLANS
Permit Type: Residential Construction
Inspection Type: Final Building
Work Classification: Addition
Phone Number
Parcel Number
INSPECTOR COMMENTS False
1132060136060
Phone: (954)454-1948
February 12, 2015 For Inspections please call: (305)762-4949 Page 1 of 29
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid
February 12, 2015 For Inspections please call: (305)762-4949 Page 1 of 29
f,4
Sheet 1 of 2 (Surrey Related Data) - Seg Sheet 2 of 2 for Sketch of Survey. SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS
L,EG,aL DESCRIPTION
LOT WEST 25 FEET OF LOT, BLOCK 45, MIAMI SHORES SECTION NUMBER ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 10, PAGE(S) 70, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PROPERTY ADDRESS
374 NE 95TH STREET
MIAMI SHORES, FL 33138
INVOICE NUMBER 01-63053
DATE OF FIELD WORK 01/26/2015
CERTIFIED TO
MARC ADLER & LEANA CRISTINA ADI ER
FLOOD ZONE X - 120652 - 0302 - L
General Notes:
1. THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED.
2. IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION
SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM LANDTEC SURVEYING. LANDTEC SURVEYING ASSUMES NO RESPONSIBILITY FOR ERRORS
RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE.
3. ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERA. POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE THIS OFFICE WILL NOT BE RESPONSIBLE
FOR DAMAGES RESULTING FROM THE REMOVAL OF, OR CHANGES MADE TO, ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES.
DETERMINATION OF FENCE POSITIONS SHOULD BE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES.
4. GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS.
5. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN.
6. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.1929) OR NORTH AMERICAN VERTICAL DATUM (NAV.D.198M AS SHOWN ABOVE.
7. ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE
8. CORNERS SHOWN AS °SET' ARE IDENTIFIED WITH A CAP MARKED LB (LICENSED BUSINESS) # 6799.
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM
TECHNICAL STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA
BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17.051 & 51-17.082 OF
THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472027,
FLORIDA STATUTES, AND THAT THE ELECTRONIC SIGNATURE AND SEAL
HEREON MEETS PROCEDURES AS SET FORTH IN CHAPTER Si-17.087-
PURSUANT
J-17.082PURSUANT TO SECTION 472.025, FLORIDA STATUTES.
Digitally signed by Andrew
Snyder, P.S.M.
DN: cn=Andrew Snyder, P.S.M.
o=Landtech Surveying, ou,
email=asnyder@landtechsurve
yeorio-►c=US
Date: 2015.01.30 09:4839
-05-W
DATE: 01/30/2015
ANDREW OMER-PROFESSIONAL SURWYORMD MAPPER
FLORIDA REMSTRATiON No. 5839 (MOT VALID WITIfOUT THE WNATIM AND THE
ORIGINAL RAISED SEAL OR ELECMMC SFAl. OF THE RLORMLICEIM SURVEYOR
AW MAPPER SHOWNABOVE)
LegendlAhbrsvia8ons
A= Aro Length
CA = Central Angle
CIL = Centerline
CF = Computed from Field Measure
CR = Computed from Record data
CAN = Cable TV Riser
DE = Drainage Easement
Ease = Easumueud
EOW = Edge of Water
P = Per Plat
RW = Rlght of -Way
FF = Fmished Floor
P/L = Property Line
TR = Telephone Riser
FIP = Found Iron Pipe
PC = Point of Curvature
UE = Utility Easement
FIR= Found Iron Rad
PCC = Point of Compound
WM = Water Metes
FN = Found Nall
Curvature
UP = Utility Pole
L= Per Legal Description
PK= Parker Kabn Nail
CATV= Calle TV Riser
M = Meured
POB = Point of Beginning
DE = Drainage Emnent
OHC = Overhead Cable
POC = Point of Commmlcerment
Ease = Easement
ORB = Otflciai Records Book
PRC = Point of Reverse Curvature
pool
LAND SURVEYING - RESIDENTIAL SERVICES"
Proudly Serving Florida's Land Title & Real Estate Industries
S 2 of 2 Purvey Related Data) - See Sheet 1 of 2 for Legal Desaiption, Certifications, Property and other Survey related data. SURVEY IS NOT COMPLETE VVITHOUT BOTH SHEETS
5CALE:1 °=30
ply-��tZ
Miami Shores Village
IN.L. �7D I n J I ILL iPROVED BY DATE
—�—
20 ASPHALT ROADWAY ONING DEPT/��--
80 RIGHT-OF-WAY
BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND C' Ty RULE
RFGUI_ATIOPJ.S
5' CONC WALK 7 () 75.04'1(M) �L NO I.D.
FlR 112° 50.2 OO P) 25.00(?) —T-50.060M—N-
1
h
NO I.D. N FIR 112' I
NO I.D.
cno
o I I
—=max d N4.14'
0.2' W. 25.271
P10.2 TWO STORY
RESIDENCE #374 10.95' #
LOWESTP.F..34340'EXT F.F. OD. = 11.98.05 11.20 5.00' ( =I
IDT 4 i, ap I LOT I I
BLOCK 45 `� z N Y 3 �" BLOCK 45
LO
6 10.40 $ IQ�
N 8.74' 15.20 9 g 6' 17.90 –� cv F 05 205
10 L7`�C CONC. I I
J
0.7 E. o APPROX.
PA 0
CLEAN WEST 25' EAST 25' LOT 2
OUT LOT 2 BLOCK 45 NOT
km k I BLOCK 45 INCLUDED I I
N O _
LOT 3 I I I
w BLOCK 45 3 MR 1/2' NO I.D.
�n
MR 112° `r �
50.00(?) NO I.D. , 5 .3N 25.00(P)0.2' N. 25.00(?) I 50.00(?) I
UP 75.00(?) 75.2T(M)
I5 ALLEY In
10 ASPHALT
BEARING REFERENCE: NONE. RECORD INFORMA110M RELIANT UPON ANGULAR
DATA ONLY. ALL ANGULAR DATA SHOWN HEREON REFERENCED THERETO.
ALL BEARINGS SHOWN HEREON REFERENCED THERETO.
FORCONIMNIRRUB PLEASENOTE
STiN
SIBJECTPROPERTYAPPEARS i0 BESER1flCFDB7ASEPTIC3YSTEM.HOWEVER,
118MR:IIIABM: 94M THE SEPIICWASNOTVMATTHETKTMSSURVEI'WASCOMPLEfED.
MRA1011c L46 N aV.D.10 THIS SURVEYI,SAPP(OVM FORCONSTRUCTION BYLANDTEDi SURVEY9VG.
ArA+aseCo•t�e0refo0oiring: _ .`
L>r>ftSlmek tfassaul=8uougtmutfh MdF .H MMWtoauwebSbat IMNIM rt:01-6353
wavedandtec&My=fauptodatehdmMtionftiWlad=BMMOWMea. DlaamBy:67A8 -----
TWS ytIMbeen�othefadLaft&reyln8of
21000 Boca Rio Road - Ste. Al2 Da of FW Wek: 011 15 N ,.
Boca Raton, FL. 33433 Ream: -
Office: 561 367-3587 Fax 561 465-3145LAND SURVEYING - RESIDENTIAL SERVICES
Proudly Serving Florida's Land Title & Real Estate Industries
www.LandteeSurvev.com
y
FED O b 2015
F&F Construction Services Inc
CGC o6o56g
INSULATION CERTIFICATE "P
PERMIT #: �' Z,— `l,� -� �-� Z. SITE ADDRESS: 3 1 9
MASONRY WALL INSULATION
�— a f
Manufacturer: � 17e- tr K.,�+ ' O
Type: Foil
R Value: 4.1
CEILINGIROOF INSULATION
Manufacturer: bow 60 Y'
T vv Cfi�\
R Value:
GARAGE CEILING INSULATION
Manufacturer:
Type:
R Value:
F&F Consbuction Services
(-
Date
KEANE SOIL PRETREAT & COMPACTION, INC.
(954) 462-0607
Notice of Preventative Treatments for Termites
(As required by Florida Building Code (FBC)109.2.2)
Address of Treatment
Time
used
FEB 0 5 2015
Applicator
Gallons applied
Percent concentration Area treated linear feet treated
Stage of treatr&nt
As per 109.2.2 - if soil chemical method for termite prevention is used, final exterior treatment shall be
completed prior to final building approval.
If this notice is for the final exterior treatment, initial and date this linec ) -
Certificate of Compliance for Termite Protection
(As required by Florida Building Code (FBC)1816.1)
4) � —t- q-- 4, -
Address of Treatment
M thod of Treatment
This building has received a complete treatment for the prevention of subterranean termites.
Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and
Consumer Services.
uth rized signature
Comments:
Signature
374 NE 95 Street
MIAMI SHORES FL 33138 -
Contractors) Phone Cell Phone
MIAMI DADE ENVIROMENTAL 786-251-4099
of Work: REPLACE TANK AND DRAINFIELD
of Piping:
onal Info:
Return:
Residential
Sc�1 i �a
t �ti
4
w neo. PL -6-14-1227
piumbft - R"Iaelntial
Work OwsNostion: Septic
Pem* Staws: APMvi
Expiration: 12/27/2014
►plicant
ARC AND LEANNA CRISTINA J
bl,NL li✓ry ...i "ku �k s*d:;»';,. x i,•a�KA. Y. N`R.�. ;. aY e"'�a,i
Cell
Valuation
$ 2,000.00
Pay_ Date
Pay Type Amt Paid Amt Due
CCF
$1.20
Total Sq Feet:
0
DBPR Fee
$4.50
DCA Fee
$4.50
Fees Due
Amount
Pay_ Date
Pay Type Amt Paid Amt Due
CCF
$1.20
Invoice #
PL -6-14-51907
DBPR Fee
$4.50
DCA Fee
$4.50
06/12/2014
Credit Card $ 50.00 $ 271.20
Education Surcharge
$0.40
06/30/2014
Credit Card $ 271.20 $ 0.00
Permit Fee
$3MM
Available Inspections:
Inspection Type:
HRS Approval
Final
Review PluTping 14-1
z1:
cb
r �
�I
1
Cm
_Q
C8{
KEANE SOIL PRETREAT & COMPACTION, INC.
P.O. BOX 4968
HOLLYWOOD, FL 33083
(954) 462-0607 _
.. %-R1%1x %-%JJLv1rLC I IUA RECEIPT
(Thank rYOU INVOICE
amyrbr F.nr., NFRC f!!C4@aR$"'ev8neinn cnavirn - I '
VHi-AAq-f,2:t� a11,�F.0 Inr Gctr�rivvr�inh Nu (Y ¢S.R ��ww rwhe rv�
Rul Nrc (; tr194W)n1 tR
Phone 954-784-2941
:4
�' 800-848-1919 ederal
Fax 954-784-7875
& TESTING INC. www.fed-eng.com
250 SW 13th Ave Pompano Beach, FL 33069
Field Density Tests of Compacted Solis Method D-6938
Client: F & F Construction Services, Inc Date: April 22, 2014
Address: 2617 Park Road, Pembroke Pines, FL 33009 Order #: 14-1127/440 R
Project: Proposed Addition Permit #:
Address: 374 NE 95th Street, Miami Shores, FL Tech: SL
Area Tested: Back of House, Addition, Footings - Retest Compaction Req.: 95%
Material Type: Gray Sand Proctor Method: ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
Elev.
Moist
%
Dry
Density
PQE
Proctor
Value
PGF
Optimum
Moisture
0
Compaction
Pass
1
@ SE Comer of Footing
12"
BOF
10.2
102.4
103.0
11.2
99.4%
Yes
2
1@ SW Comer of Footing
12"
BOF
1 10.0
102.6
1 103.0
11.2
99.6%
Yes
3
@ NE Comer of Footing
12"
BOF
10.2
102.4
103.0
11.2
99.4%
Yes
4
@ Center of Footings
12"
BOF
10.5
101.9
103.0
11.2
98.9%
Yes
5
6
7
8
9
10
11
12
13
14
15
Remarks: See Reverse For Disclaimer Test Performed Only On Top 12" Of Pad Not A Verification Of
Legend for Elevation:
PR = Proofroll
1,2,3 = 1st, 2nd, 3rd Lift Submitted by:
SL = Springline
FL = Final Lift
SG = Subgrade
BG = Below Grade
BC = Basecourse
BOF = Bottom of Footing
TOP = Top of Pipe
FG = Finished Grade
i�
KEITH LEBLANC
Professional Engineer #59394 Y/?� Tly
Cert. of Authorization #5471
State of Florida
As a mutual protection to clients, the public and ourselfs, all reports are submitted as the confidential property of clients, and authorization for publication of statement„
conclusions or extracts from or regarding our reports is reserved pending our written aproval. A density test determines the degree of compa,:tion. of the tested layer of msterial
only. A density does not replace a soil bearing capacity determination. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be Gerlbarfed on
this work.
Pursuant to your request, Federal Engineering & Testing, Inc has performed a con'i.paction test at the referenced
project on the reverse side. The purpose of our test was to determine the degree of compaction of the tested layer
of material only. In no way shall a compaction test replace a soil bearing capacity determination. A soil boring test
must be performed by client prior to construction to verify. subsoil conditions.
Environmental analysis of the soil materials is not part of the scope of services. If environs -rental analysis of the
soils is required, we can provide a proposal for performing.an, envirorunental analysis of the soil materials. The,
scope of services is for determination of the degree of compaction of the tested layer of material only. No other
analysis is implied or warranted.
Job project specifications were not available at the time the work was perforrned. Determination of the pass/fail
compaction results are based on current conmmon industry requirements of 95%. of the ASTM D-1557 standard for
building foundations and 98% of the AASHTO T-180 standard for paved areas such as roadways and parking lots.
If different specifications are required, Federal Engineering &Testing, Inc shall be notified.
Our findings are relative to the date and areas of our site work and should not be relied upon to represent
conditions on other areas. or dates. Any subsequent site -disturbances due to water erosion, rain, construction
activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be
re-cornpacted and re -tested prior to construction.
As a mutual protection to clients, the public and ourselves, all reports are submitted are the confidential property
of clients and authorization for use, publication of statements, conclusions or extracts from or regarding our
reports is reserved pending written approval.
It has been a pleasure working with you and look forward to do so in the near future.
JmesBmhous�hie,
CONSULTING ENGINEERS
ENGINEER'S CERTIFICATION OF COMPLETION
FOR ENGINEERED UNIT MASONRY
Date: 7/22/14
Address: BUILDING OFFICIAL
MIAMI SHORES VILLAGE
90050 NE 2`6 AVENUE
MIAMI SHORES, FL 33938
RE: LOT 2 & 3 BLOCK 45 CITY MIAMI SHORES
STREET ADDRESS
CONTRACTOR
SUBDIVISION
374 NE 95th STREET
MIAMI SHORES SEC 1
F & F CONSTRUCTION SERVICES INC
FEB,0 6 2015
We have personally inspected the entire "Reinforced Unit Masonry" system for this
structure. This inspection included all of its components, such as, reinforced poured cells,
vertical and horizontal reinforcing bars, and the associated be beam. The inspection date
was 6/27/14. All work has been completed in a workmanlike manner, and is in compliance
with the approved plans for this project and the requirements of the 2010 Florida Building
Code.
Sincerely,
James D. Bushouse, P.E.
Professional Engineer #20311
State of Florida
1550 N Andrews Avenue, Pompano Beach, FL 33069
Phone: (954) 956-2203
bushouse @ beUsouth.net