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Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-275583 Permit Number: RC-5-15-1239
Inspection Date: January 30,2017 Permit Type: Residential Construction
Inspector: Dacquisto, David
Inspection Type: Survey Final
Owner: ARENAS,JORGE Work Classification: Addition
Job Address:286 NE 99 Street
Miami Shores, FL 33138-2435 Phone Number
Parcel Number 1132060134310
Project: <NONE>
Contractor: ARENAS CONSTRUCTION Phone: (305)300-3103
Building Department Comments
NEW ADDITION OF A MASTER BEDROOM MASTER Infractio Passed Comments
BATHROOM & LIVING ROOM AND TERRACE INSPECTOR COMMENTS False
Passe
Inspector Comments
d \1
Failed El
Correction
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call: (305)762-4949
January 30,2017 Page 1 of 1
355 NW 97 AV SUITE 200 �p y SURVEY No. 14-0001555-3
33172
TELEPHONE:I3 05)264-2660 §111-u r g a rs �6 r.
FAX:(305)264-0229
LAND SURVEYORS SHEET No. 2 OF 2
DRAWN BY: LG.(ALJ
C-'F-
- BOUNDARY SURVEY
3 ® 2011 II SCALE =1"=20'
JA ,.
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dry;€ '_
s�� 1060 ��A���
h �
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'y ASPH.RETURN 22'PWY
9.70 ® 9.70 9.60
5CONC.SWK 75.00' x x
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r� 78.25'
_
90°26'5"' I 89°33'55_ 1.00 CL B.C.
=
RIP 3/4" 10.50
NO CAP t /— F.I.P 3/4" F.I.P 3/4"
C DNC.DRIVE U x 10.40 NO CAP NO CAP
10.35
O x
N x Z
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<V
10.80
X
Z Q N
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13.24' 15.50' 8.3'
N
p� 10.30' v LO o
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V r 0 9.35'
0.80'ENCR. N ONE STORY LOT-2
— RES. #286 BLOCK-32
LOT-4 2'75 LOT-3 _ 1.00'CL REMAINDER LOT 2
BLOCK-32 BLOCK-32 * ON PL BLOCK-32
c 8.05'
11 — (N.A.P.)
.20 - 11.00
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NO CAP ".,V i 1VQ CAP I
Q 15-ALLEY(N.A-.P) ,, ° N
LOT 20 LOT-21 LOT 22 ••"'•
•0•0 0
BLOCK-32 BLOCK-32 J3LOCK-32C004••" •
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SL'R[EYORSNOTE: •••' *,goes
• •
•.. •
•• ••
A)Asphalt Return Encroaching onto Right-of-wad'on the North side of Property. o o• • •
B)Neighbor's {rood Fence Encroaching onto Subject Property on the West sidepfl°•op:rly. • • ••••••
C) Overhead Utility Line Encroaching onto Subject Property on the Southwest side of Property.;•••" ••�;
SURVEYORS NOTE: • • • • • •
There may be Easements recorded in the Public Record.not shown on this 6urcec. • •
1365 NW 97TH AVE,SUITE 200
MwMI,FL 33172 Nova Surveyors, Inc.
SURVEY NO 14-0001555-3 ;
TELEPHONE:(305)254-2660
FAX:(305)284-0228
DRAWNBY:AA LAND SURVEYORS SHEET NO 1 OF 2
SURVEY OF LOT 3&W 1/2 OF LOT 2,BLOCK 32,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.
PROPERTY ADDRESS: 286 NE 99 ST,MIAMI SHORES, FL 33138
FOR: JORGE ARENAS
LOCATION SKETCH Scale 1" = NT.S.
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�i■1r�• ST 1 PROPERTY
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ABBREVIATION AND MEANING LEGEND TYPICAL
A=ARC FNIP =FEDERAL NATIONAL INSURANCE RAD =RADIUS OF RADIAL --ON-OVERHEAD UTILITY LINES
A/C=AIR CONDITIONER PAD PROGRAM RGE.=RANGE
AE.=ANCHOR EASEMENT IN.&EG.=INGRESS AND EGRESS R.P.=RADIUS POINT C.B.S.=WALL(CBW)
A/R=ALUMINIUM ROOF EASEMENT R O.E.=ROOF OVERHANG * C L.F.=CHAIN LINK FENCE
AIS=ALUMINIUM SHED L.F.E.-LOWEST FLOOR ELEVATION EASEMENT
ASPH.=ASPHALT L.M.E.=LAKE MAINTENANCE EASEMENT R/W=RIGHT-OF-WAY -p-¢ I.F.=IRON FENCE
B.C.=BLOCK CORNER L.P.=LIGHT POLE SEC.=SECTION
B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I P.=SET IRON PIPE L B.#6044 it sr W.F.=WOOD FENCE
B.M.=BENCH MARK M/H=MANHOLE SWK.=SIDEWALK
B.O.B.=BASIS OF BEARINGS. N.A.P.=NOT A PART OF T=TANGENT •0.00 =EXISTING ELEVATIONS
C=CALCULATED NGVD=NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP
C.B.=CATCH BASIN DATUM U .=UTILITY EASEMENT
C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P =UTILITY POLE SURVEYOR'S NOTES
CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER 1)IF SHOWN,BEARINGS ARE REFERRED TO AN ASSUMED
CH.B.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF MERIDIAN,BY SAID PLAT IN THE DESCRIPTION A THE
CL=CLEAR O/S=OFFSET W.S.=WOOD SHED PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO
C.L.F.=CHAIN LINK FENCE GVH.=OVERHANG �=ANGLE COUNTY,TOWNSHIP MAPS.
C.M.E.=CANAL MAINTENANCE P.B.=PLAT BOOK 2)THIS IS A SPECIFIC PURPOSE SURVEY.
EASEMENTS P.C.=POINT OF CURVE A =CENTRAL ANGLE 3)THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE
CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE g =CENTER LINE 1:7500 FT.
C.P.=CONCRETE PORCH PL.=PLANTER 4)IF SHOWN,ELEVATIONS ARE REFERRED TO
C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND 9( =MONUMENT LINE MIAMI-DADE COUNTY.
D.E.=DRAINAGE EASEMENT SURVEYOR
D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING ALL ELEVATIONS SHOWN ARE REFERRED TO
EASEMENTS P.O.C..=POINT OF COMMENCEMENT NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929
DRIVE=DRIVEWAY P.P.=POWER POLE MIAMI DADE COUNTY BENCH MARK NO.65-3-RN
ENCR.=ENCROACHMENT P.P.S..=POOL PUMP SLAB LOCATOR NO.3101
E.T.P.=ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE ELEVATION 5.87 FEET OF N.G.V.D.OF 1929
F.F.E.=FINISHED FLOOR ELEVATION PRM=PERMANENT REFERENCE
F.H.=FIRE HYDRANT MONUMENT
F.I.P.=FOUND IRON PIPE PT.=POINT OF TANGENCY SURVEYOR'S CERTIFICATION
F.I.R.=FOUND IRON ROD PVMT.=PAVEMENT
F.N.=FOUND NAIL PWY=PARKWAY I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"OF
F.N.D.=FOUND NAIL&DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY
SURVEYED AND DRAWN UNDER MY SUPERVISION,
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY("SURVEY"): COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS
-_ AS SET FORTH BY THE FLORIDA BOARD OF
THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17.6,
THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING,AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027,
USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES.
EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY,
AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS.RESERVATIONS
OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY
BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN
THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE —Cps-
EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN. BY. — s-
TERM"ENCROACHMENT"MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. (DATE-
THE
ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE
FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO
AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534
FOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL
FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
HM
THIS PLAN PppL��ANTT��OF SURTIeICA �ES NOT PREPARED
EXTEN O ANY THE EXCLUSIVE
UNNAD PARTY.THE ENTITIES NAMED SURVEYOR).
THEaSZ1k17ES'OR MAKEBN06UARANTE AS TO THE ACCURACY OF THE INFORMATION BELOW.THE LOCAL F.E.M.A.
AGENT SHOULD BE CQNTACTED FOR WEIVICAZION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON:
TO BE SITUA ^7.O}IIE:X •CO NITY/PANEUSUFFIX:120862 0302 L DATE OF FIRM 09/11/2009
eAdI D ELEVATION:N/a ••••e•
e
eeee•� • fere•• REVISED ON.
• •eee
CI§AfIP� J+O
TO: R6LARENA•$e••• N
eeo•e•
•••e•s • • • • ,�1 i,6E.
e• e••• •• •• U,'C��RSI Fic-I 9
e G F
• • ••o•s• z NO.2534 S W E
sese•e • e • • * o �OS
•ecce• • • m . c
•e e•e O • �'. STATE OF i OL �JYr"
• t • ••• � �� .'oCORIOP. 2.' 9 5J
• •••• • •• (SAND SUIW4
SURVEYOR'S SEAL S
/01
_
'fy PECTION RECO D POST SITE
' Permit MO. Ut. 5- 239
Miami Shores V'inage - PemNf Type:Res detltiai Const
/ f
Mat
n►$Mraa,F 3313s oew '�' /f t Work Classification:Addit i
�.
0)796-22N Fax: (305)750,,72
Issue Dow./1 16/ 0'15
// , Expires:04103120'
INSPECTION RE(4UEST {305}7824949 or Log on at https:/,Mdg.miamishoidaviilage.rorrdcap x
REQUESTS A>2E ACCEPTED DURING 0,30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. F
Requests must be received by 3 pm for foRwAng day Inspections,
Residen#ial Construction Parcel#:111320601 34310
Own6es Nam®.JORGE ARENAS` Qwnerra Ahonb: . .
Job Address: 2N&-NE 99-Stmt $# _ Total Square Feet.
Mial_ hasrgs -FL-'-3 243
/ w Total Job 1/atu ti rfl $60,0
2863 / Dti.t�0
Bond Number
f ` - WORK IS ALLOWED MONDAY THROUGH SATURDAY,
-- - - 7:30AM-6:0013M.NO IIVORk iS MEOW€D ON
C tI CtOt'i;31
Phone �PrL_t y Contractor_ SUNDAY OR HOLIDAYS.,
ARENAS CONSTRUCTION , (305)3M3103 ides
BUILDING INSPECTIONS ARE DONE MONDAY
THROUGH THURSDAY. ROOFING INSPECTIONS ARE-
PONE MONDAY
REPONE'MONDAY THROUGH FRIDAY. NO BUILDING
JA �j1..♦ y -.
INSPECTIONS DONE ON FRIDAY. r"l
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40 lei
ri P46
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NO INSPECTION WILL"*)AbiftitLeSS THE PERMIT CARD IS DISPLAYI=I3 AND HA$I�>~E'4 PRaVEp PLANS ARE READLY AVAILABLE. IT IS
THE P1=TZt�iT Af 'I fGANT`a R S1 1MStD4I ITY TO ENSURE THAT WORib 1$ACC ES51Blr>^AND,
FXPbSkt1,F0R INSPECTION PURPOSES. NE1
THE BUILDING OVFICIR �0"SMALL BE LIABLE FOUR EXPENSE:EKTAII.�D IN+I THE REMOVAL OR REPLACEMENT OF ANY MATERIAL
HEQUIR O T'O,ALLINSPECTi I+I,
WARNING TO, OWNER: YOUR _ FAILURE TO RECORD A NOTICE OF
1 COMMENCEMENT MAY RESULT IN HOUR PAYING TWICE FO LMPROYEMENTS
TO, YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUSTa B RECORDED
SND PASTED ON THE JOB Sff BEFORE THE FIRST INSPECTIO�I, � IF YOU
F INTIEND TO OBTAIN EINANCI DO ISULT WITH YOUR 'L N[ R ' OR AN
a ATTORNEY BEFO
RE COMMENCING WORK OR RECORDING `SOUR NOTICE OF
COMMENCEMENT. '
,�
T,T
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CORP-
yFl
iNSSTRUCTURAL ZONING
PECTIDN
°- IN5PECTI6H I DATA INSP IAiO ,liii DATE INSP
Foundation
� E 1 Zoning Final
Stemwali
Comm f r } ,
S#a Rough ,.
Water Seance
+�1t mins�lst
Lift) { w "d
Columns(2nd Lift)
2 Roug ill$ f'
To out,y,
Tie Beam Fire Sprinile'rs
Truss/Rafters '„� Al
Septic Tank
Bksea#hln
u Sewer Hook-up
OWNdau+rsoors Roof Drains %%
Win
-- Gas f, i
interior Fiaming
I# IDN' VATE iNSPrte,l,P Tank
Insulation 7erripbraryPole
Ceiling Grid � 30.Da, Temporary / ' ;n Sprinklers
DrywallPool Bonding '
tv1ain Drain
FirewailIM, Pool Deck ponding
Poral Piping
Wire Lath "`�;
Poul 1�1et �ctte Backflow Preventng
J ofSteel
Unifier fd ,d fniercpfior ,
Pool Deck , .. Footer Grounds=Z;
'; aq itas
Final Pool r JL
_ Slab
ac► f D
��
Final Fence rains
Wail Rou h �i HftS Find
Screen Enclasure Ceiling Ra
t�riveray Rough ,'
Dt i � 8 SePUIMBING COMM „101/
Telephone f '
TIRCa / lelphone Final„
Roof in-Progress
Mo in Progress ti Baugh f
Mop g TV Final r,�MEy.
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M.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
'Federal Emergency Management Agency Expiration Date: November 30,2018
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agenticompany, and(3)building owner.
SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE
Al. Building Owner's Name Policy Number:
JORGE ARENAS
A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number:
Box No.
286 NE 99 ST
City State ZIP Code
MIAMI SHORES Florida 33138
A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.)
LOT 3&W 1/2 OF LOT 2, BLOCK 32, MIAMI SHORES SECTION NO. 1, PB 10, PG 70, MIAMI DADE
A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat.25°51'57.43" Long.80°11'31.06" Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 8
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 288 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 4
c) Total net area of flood openings in A8.b 288 sq in
d) Engineered flood openings? ❑Yes ❑x No
A9. For a building with an attached garage:
a) Square footage of attached garage 0 sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? [:]Yes ❑x No
SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
B1. NFIP Community Name&Community Number B2.County Name B3. State
MIAMI SHORES 120652 MIAMI-DADE Florida
B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9.Base Flood Elevation(s)
Number Date Effective/ (Zone AO, use Base
Revised Date Flood Depth)
12086CO302L L 09/11/2009 09/11/2009 X N/A
1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139:
❑FIS Profile ❑x FIRM ❑Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑X No
Designation Date: ❑ CBRS ❑ OPA
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6
t
OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30,2018
IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O.Route and Box No. Policy Number:
286 NE 99 ST
City State ZIP Code Company NAIC Number
MIAMI SHORES Florida 33138
SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑X Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations—Zones Al A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,ARAE,AR/A1—A30,AR/AH,AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters.
Benchmark Utilized: 65-3-RN Vertical Datum: NGVD 1929
Indicate elevation datum used for the elevations in items a)through h)below.
❑X NGVD 1929 ❑ NAVD 1988 ❑Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 11.0 0 feet ❑ meters
b) Top of the next higher floor 12 30 ❑X feet ❑ meters
c) Bottom of the lowest horizontal structural member(V Zones only) NSA. ❑X feet ❑meters
d) Attached garage(top of slab) NSA ❑X feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building NSA ❑x feet ❑ meters
(Describe type of equipment and location in Comments)
D Lowest adjacent(finished)grade next to building(LAG) 10 70 C feet ❑ meters
g) Highest adjacent(finished)grade next to building(HAG) 11 20 ❑X feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs,including 10 70 ❑X feet ❑ meters
structural support
SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.
I certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? 9 Yes ❑No ❑Check here if attachments.
Certifier's Name License Number
GEORGE IBARRA 2534 GE fe
Title �O. ,f I'..
LAND SURVEYOR
NO. d
Company Name X w
NOVA SURVEYORS INC n
M a
Address TATE OF
1355 NW 97 AVE#200 �OR1OP .•oma
City State ZIP Code <q ..•s.
Mp SU4
MIAMI Florida 33172
Signature Date Telephone
01/05/2017 (305)264-2660
Copy all paeJes of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner.
Comments(including type of equipment and location,per C2(e),if applicable)
LATITUDE AND LONGITUDE IS PROVIDED BY GOOGLE EARTH.
CROWN OF ROAD ELEVATION=10.65 FT
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6
Y
660-0008
`ELEVATION CERTIFICATE E pirationlDa e: November 30,2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
286 NE 99 ST
City State ZIP Code Company NAIC Number
MIAMI SHORES Florida 33138
SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A(WITHOUT BFE)
For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade(HAG)and the lowest adjacent grade(LAG).
a) Top of bottom floor(including basement,
crawispace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG.
b) Top of bottom floor(including basement,
crawispace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),
the next higher floor(elevation C2.b in
the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG.
E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG.
E4. Top of platform of machinery and/or equipment
servicing the building is ❑feet ❑meters ❑above or ❑below the HAG.
E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or
community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
JORGE ARENAS
Address City State ZIP Code
286 NE 99 ST MIAMI SHORES Florida 33138
Signature Date Telephone
Comments
❑Check here if attachments.
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6
V'7
r
JA 0 2017
ARENAS CONSTRUCTION. INC.
January 29 , 2017
City of Miami shores
Building department
10050 ne 2nd ave
Miami shores, fl. 33138
Re. Permit RC 5-15-1239
Folio 11-3206-013-4310
Dear building official.
This is to certify that insulation in above mentioned job was installed according to
architectural plans.
Bat insulation R-30 manufactured by Owens-Corning was installed on the ceiling
and rigid insulation R-5 manufactured by R-tech was installed on the masonry
walls ..
Should you have any question please call us.
V
renas
construction, inc.
7871
January 4, 2017 1 ( i l
IiLla
E. M. Mora - Architect, Inc.
City of Miami Shores
Building Department
10050 NE 2nd Avenue
Miami Shores, Fl. 33138
RE: Permit#RC—5-15-1239
Folio# 11-3206-013-4310
Dear Building Official:
I, Eusebio M. Mora, having performed and approved the required inspections at the
renovation and addition, I hereby attest to the best of my knowledge, belief and
professional judgment, the structural and envelope components of the above referenced
renovation are in compliance with the approved plans and other approved permit
documents. I also attest that to the best of my knowledge, belief and professional
judgment, the approved permit plans represent the as-built condition of the structure and
envelope component of the said structure.
The document is being prepared in accordance with Chapter 1 of the Florida Building
Code and must be submitted to the Village of Miami Shores Building department in
conjunction with the application for a certificate of Completion for the above referenced
structure.
If additional information is required, please do not hesitate to contact us.
Sincerely yours,
IA
Eusebio M. Mora .
FI Lic #00011732
8752 Southwest 1431d Street• Palmetto Bay, FL 33176 9 305.235.7500• moraarch@bellsouth.net
ry Q
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-245740 Permit Number: RC-5-15-1239
Scheduled Inspection Date: October 21,2015 Permit Type: Residential Construction
Inspector: Rodriguez,Jorge Inspection Type: Footing
Owner: ARENAS,JORGE Work Classification: Addition
Job Address:286 NE 99 Street
Miami Shores, FL 33138-2435 Phone Number
Parcel Number 1132060134310
Project: <NONE>
Contractor: ARENAS CONSTRUCTION Phone: (305)300-3103
Building Department Comments
NEW ADDITION OF A MASTER BEDROOM MASTER Infractio Passed Comments
BATHROOM & LIVING ROOM AND TERRACE INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-245587. Pending compaction
test and electrical bonding
Failed
�G'�®5•�� �C��C� �.� Seo
Correction ❑
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
October 20,2015 For Inspections please call: (305)762-4949 Page 26 of 50
� y
Certificate of compliance for termite protection
(as required by Florida building code(FBQI816.L7)
USA PEST CONTROL
P.O BOX 570134
Miami,FL 33257
(305)378-2522
286 NE 99 ST
Miami Shore,FL 33138
Method of termite prevention treatment Soil treatment for termite
Chemical used Termidor
Number of gallon applied 90
Area treated(square feet) 900
Stage of treatment Footing;and Slab
USA Pest Control hereby confirms that the structure described above has received a complete treatment for the prevention of
subterranean termite.Treatment is in accordance with ndw and laws established by the Florida Department of Agriculture and
er Service.
A tore D to
Inspection Worksheet
• Miami Shores Village 4-
�
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-235289 Permit Number: RC-5-15-1239
Scheduled Inspection Date: November 16,2015 Permit Type: Residential Construction
Inspector: Rodriguez,Jorge
Inspection Type: Slab
Owner: ARENAS,JORGE Work Classification: Addition
Job Address:286 NE 99 Street
Miami Shores, FL 33138-2435 Phone Number
Parcel Number 1132060134310
Project: <NONE>
Contractor: ARENAS CONSTRUCTION Phone: (305)300-3103
Building Department Comments
NEW ADDITION OF A MASTER BEDROOM MASTER Infractio Passed Comments
BATHROOM &LIVING ROOM AND TERRACE INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
November 13,2015 For Inspections please call: (305)762-4949 Page 3 of 40
I
October 20, 2015
E. M. Mori - Architect, Inc.
Village of Miami Shores
Building Department
10050 N.E. 2nd Avenue
Miami Shores Village FL 33138
RE: Jorge Arenas
286 NE 99 Street
Miami Shores, Florida 33138
Permit#16-1239
Addition and Remodeling
Gentlemen:
This letter shall serve as confirmation that based upon a field inspection and visual
observation of the site, the subsurface conditions indicates undisturbed sand and rock.
The bearing capacity therefore, can be assumed at 2,000 p.s.i., as stipulated in the
permitted construction documents and as per the minimum requirements of the Florida
Building Code.
If additional information is required,please do not hesitate to contact us.
Sincerely yours,
Eusebio M. Mora
FI. Lic#0011732
8752 Southwest 143rd Street• Palmetto Bay,FI. • 305-235-7500 • moraarch0bellsouth.net,moraarch@aol.com
Flao I ENGINEEHINU & TESTING, INC.
Phone:(866)781-0889 Wax: (866)'184-8580
250 S.W. 13th A411tic
Pompano Beach,FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 10/16/15 ORDER NO: 15-3156 PERMIT NO.
CLIENT: Arenas Constuction,Inc.
ADDRESS: 286 N.E.99"'Street Miami Shores,Florida 33138
PROJECT:— Proposed Addition
ADDRESS: 286 N.E.99"'Street Miami Shores,Florida 33138
MATERIAL DESCRIPTION: Brown Fine Sand Some Cap Rock
PROCTOR VALUE(PCF):- 121.3 OPTIMUM MOISTURE 10.7
%COMPACTION REQ'D BY SPECS:— 95 LABORATORY NO: P-3156
NUCLEAR GAUGE SERIAL#:E]29793(Model 3440) 533(Model 3450) 0 20500(Model 3440)
PROCTOR METHOD: M ASTM D-1557 F1 ASTM-D698 ❑AASHTO T-180 El AASHTOT-99
ASTM D 6938 METHOD A*
Test Elev
Dry Percent Pass/
Location Lift ./ Density Moisture Percent
I Depth of,rest (PCF) (%) (%) 111.1il
1 Center of E.Footing BOF 1211 119.3 7.9 98.4 P
2 Center of E.Corner Footing BOF 1211 121.2 7.4 99.9 P
3 Center of S.Footing BOF 1211 119.0 8.2 98.1 P
4 Center of W.Footing BOF 12" 119.8 8.6 98.8 P
5
6
7
8
9
10
REMARKS:- A subsoil investigation has not been performed by F.E.T.
TESTED BY: M.W. CHECKED BY: P.T. Respectfully submitted,
Notes:
* Method A-Direct Transmission unless otherwise noted.
PR-Proof Roll BOF-Bottom of Footing
TOB-Top of Base SG-Subgrade MARK A.MESIANO, P.E.
SOG-Slab on Grade Florida Engineering&Testing, Inc.
As a mutual protection to clients,the public and ourselves,all reports Florida Reg.No. 48202
are submitted as the confidential property of clients,and authorization Certificate of Authorization No. 6923
for publication of statements,conclusions or extracts from or regarding
our reports is reserved pending our written approval.
OAF-
q1talibi
L.. _j.
ENGINE IINVA&t I'�S`I 1�9G9 ��G
------ - - Phone:(866)781-6889°Fac(866)78.1-8::50
ttiww1loridaen„ilice rim,'andtestillp.coill
250 S.W.13°i Avenue
Pompano Beach,FL 33069
PROCTOR COMPACTION TEST
DATE SAMPLED: 10/16/2015 DATE TESTED: 10/19/2015 ORDER#: 15-3156
CLIENT: Arenas Construction, Inc.
ADDRESS: 286 N.E.99th Street Miami Shores, Florida 33138
PROJECT: Proposed Addition
ADDRESS: 286 N.E. 99th Street Miami Shores, Florida 33138
MATERIAL DESCRIPTION: Brown Fine Sand.Some Cap Rock
SAMPLED BY: M.W. TESTED BY: P.T.
SPECIFICATION GOVERNING: ASTM D-1557, Method C LAB NO: P-3156
RESULTS OF TEST:
The following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10 Ib.
Hammer and an 18”drop as per the above specified method.
MOISTURE oto WET DENSITY(PCF) DRY DENSITY(PCF)
8.0 125.6 116.3
10.1 133.3 121.1
12.3 134.9 120.1
14.3 133.1 116.4
Optimum Moisture (Percentage): 123 FFI
10.7 % 122 .
121
Maximum Dry Density(lbs./cu.ft.) -- -
121.3 (PCF) o 120 - �- -- -
- --
H 119
Submitted, w 118
Respectfully Submit 0 - -_�_-F i
i
0 117
116 ---�—
Mark A.Mesiano, P.E. l-
115
Florida Engineering &Testing, Inc. 7 8 9 10 11 12 13 14 15
Florida Reg. No. 48202
Certificate of Authorization No. 6923 MOISTURE%
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 extracts from or regarding our reports is reserved pending our written approval
i2risedily A A�+1�J�sBrcrusace