REV-18-3504CONTRACTOR: Company Name:
Address:
P ° &X s�ssro y
City: /fiAn,
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit: $
Type of Work: ❑ Addition ❑ Alteration ❑ New
Description of Work: ACw ° a ei sf
State:
7.57
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
❑PLUMBING ❑ MECHANICAL
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
Nf4HON NUMBER:'(305) 762-4949
NSPECTI
❑ ROOFING g. REVISION
❑PUBLIC WORKS
JOB ADDRESS: /;5-5 91 57
City: Miami Shores
County:
Folio/Parcel#:
Occupancy Type: Load:
OWNER: Name (Fee Simple Titleholder):
Address: /2 S.S JVQ. ? ? S�
City: 11/A/I/ ;1/6/t j
Tenant/Lessee Name:
Construction Type:
RECEIVED
NOV 201018 CJ�
FBC 20 f
aster Permit No. PI\I I r-254
Sub Permit No.WQ 1 u -3501
❑ EXTENSION RENEWAL
❑ CHANGE OF
CONTRACTOR
❑ CANCELLATION ❑ SHOP
DRAWINGS
Miami Dade Zip:
Is the Building Historically Designated: Yes NO
Flood Zone: BFE: FFE:
jc I) )4 /1dw1d,
State:
Phone#:
Zip:
Phone#:
Email:
I {
— -- Phone#:
Jai
ls.L Zip: !.332.7"ts
Qualifier Name: riediAl I -St er7 eJ Phone#: (7c r) 3z'` / rf6
State Certification or Registration #: Certificate of Competency #:
Phone#:
City: State: Zip:
Square/Linear Footage of Work:
Repair/Replace ❑ Demolition
71. ,d1ic_
. ;.�,!..wi;rr.i?4d-,:; tadn�C• n!4.,•L'tiw-".
: 4Ara rw. qUN
Spcify. colorwoe
of ro/or'ithru�tile`.
Subn ftiI Pee'$ Fee $
ci fit 44, vsl )Y .txtellt' .:+�: - is^q "''!4 ' ".v.F
Scanning'P $" •a Radon Fee $
S:wtRhrbfik..inft: a•o#v+d.Eti* an t
..,
CCF ::, •ft 2 t CO/CC $
DBPR`$" Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address 41
City State Zip ° +
Mortgagelender's Neme (if applicable)
Mortgage Lender's Address •.; =�, s L; x t ',\ i r ';‘,1 ik
City' 'ti
State
F Zip .tie
a.r * .may
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning. 4- °`' , a r
r
"WARNING TO OWNER: YOUR FAILURE TO -RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500,•the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted nt the job site
for the first inspection which occurs.seven (7) days after the building permit is issued. lln the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature 1
NER or AGENT
The foregoing instrument was
20 r ° day of �%� ✓
acknowledged beforemethis
�20) / ,by
7-0 S/# ?Ai .io �..r -who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
i7
************
ADA B. PANDO
Notary Public - State of Florida
s��,'' ;� Commission a FF 993787
+� p•= My Comm. Expires Sep 14, 2020
* *A** `s s Rde ins, um air*
APPROVED BY
(Revised02/24/2014)
***
5 e.. •-
Signature
TRACTOR
t,+,i
The foregoing instrument was acknowledged before me this
r 7 day of "/49 4 20 1 J' , by
-t' / '' �5 , who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
A 73 ' /,4✓VV
",� i;. ADA 8. PANDO
` ,It Notary Public - State of Florida
Commission N FF 993707
. , M y Comm: Expires • 14
****************** ** **
N1���
Plans Ezaminer
3
Structural Review
Zoning
Clerk
4
-I--- r-T--1-
(PCj
HR ,
( LP
(BD )
( PF
Grade
6'-0" Center, to-Cenler=,
Post``1Spaci
ig
\ \\}j\\Y\\Y \ "r\}}� }f/ \ Y\ \v \ \v \Y\\v\\\
\ \J \
\ t ` a
\
/\\ \/\ill /\/\1 f \/�!\/\/\/y\ \ \/r\}\ \�\\ \ ,
!\!�\!/\!l,\li�iYi �i/\/.\!r\//\//\%/\//\'\'I.\'!/\1,\/,\/,\�v'/�'!.\'!/,�
a)
ro-
O
N
O
0
L)
a▪ )
0
aa)i
co
(FR)
N\ -
\' Y -" Y Y Y
CV
/\\`r\'\'., to\,\ "— ,\\�i}\\}\\} \ \! \j�jam \/
X\. /.\i/.\ ,,, i\ /.\ /.�.\/!,\!!,\ ,/\!/.\1/ ��\!/,\l \ /W,V \!/\!/.<!/,
Thls design complies with FBC 2014R 4501.17
.salt4atching"c�_r.' height at547a6mlolmum.
/c\</.
/./.\//.\//,\
Drawing# Fence Elevation
Scale: 1/2" _ -0"
(Typical)
Fence Wholesale, LLC
1320 Stirling Road Unit 5A
Dania Beach, Florida 33004
Phone: 954.933.5280
Fax: 954.581.1978
(PC)
Lattice Option
HI
(LA
(HR
(GP
( BD
( GF
( DR
(RE
(HI
( PF
)
)
)
)
Gradc
"\o' \o" s.c/V!.. ."\>!<\/ '/ / \\>/\\\\
\ \ \\,$ 1\‘ <
'�!\'/, \\ \/'\\/�/'\\/'\,,,,\, .\'\\ /'\
KEI®ICo?o�e!
11111144911
I ►r i
■I'IOe® , �
♦�A®O�OO®�O®®o
t+ A*.*.O•.O....
444:O♦�►
V 4,
.
6:-0"
Maximum
/
N
\o \/
y, „\, „
�ff\��\\}S\if\\}�\/\�\\��yy
„ /\/ f�\ �\}j / \/\/\}/\ /\\
io
This design complies with FBC 2014R 4501.17
\ when used around pools far sef lasingid
selfaatdting & latch height at 54" aff minion m.
CO
\\}\yd!/\�\}\2 f�\\/'<.
ge/-
\\'/\`/\\!S\,'�!\f/\\N\//\\„\\/\--\\ -
Drawing # Gate Details
3 Scale: 1/2" = 1-0"
(Typical - Single or Double)
ID
DESCRIPTION
SIZE
REMARKS
( BD)
Board
718' x 11.3"or 6'
' Tongue and Groove Board
( DR)
Drop Rod
1/2" 0 Rod
Rod with guide, self tapping #10 x 314' Hex Head screws
()
Gate Frame
2"x6'
Fully welded mitered comers
( GP)
Gate Post
5'x5"
0.250 Wall
( )
Hinge
-
Self Closing, self tapping #10 x 3/4' Hex Head screws
(HR)
Horizontal Rail
2'xlar1-111'x 5-122'
Ribbed Horizontal Rail
( LA)
Latch
4"x 4"
Self -Latching, self tapping #10 x 3/4" Hex Head screws
( LP)
Line Post
5"x 5"
0.150 Wall
( PC)
Post Cap
Fit to Post
- _
( PF)
Post Footing
12'0 x 24"
2,500 psi concrete
( RE)
Receiver
112'0x12"
Galvanized steel pipe
GENERAL NOTES (Design):
• Design (Decorative barrier at grade) complies with the requirements of the FBC 2014, 5th
Edition & ASCE 7-10, Vult= 122 MPH (Category I, 3 second gust), Exposure D.
• LIMITATIONS: Gate shall be securely locked in place during High Velocity Wind Events > 75
mph. Gate is designed & engineered as a dual leaf but may also be a single leaf using a gate
post on each side with a latch and pair of hinges.
• Gate maybe installed single or doubleupto the maximum widths of each leaf.
g ac ea
• The design of this fence is to be used for perimeter enclosure of spaces at grade only and
shall not be used for applications that require
re safety rails or barriers.
• No changes are allowed without written authorization from the Architect.
• All exposed visible ends shall be provided with caps or covers.
• All rails shall be notched twice on each side. • • •
• Vertical members shall remain continuous for the full height of each leaf of the gate. • •' • •'
• All gate corners are to be fully welded. • 9• •
•••
GENERAL NOTES (Installation): ••';•• ' '
• POST @ GRADE: Anchored in (2,500 psi) concrete. • • • • • • •
- •••• 4 •••
GENERAL NOTES (Materials): ••••'' "'
PVC: •••••• •.
• • •••"
• All PVC extrusions shall be made of PVC Resin ASTM 1784 unless noted ofitry se. Flexural
Strength = 9,700 psi. • • • • • •
• • • •
CONCRETE: • • , • •
• All concrete used for footings or post grout shall reach a compressive strength of 2,6Q0 psi •
within 7 days. ' • • • • • `
SOIL: • . •
• All surrounding soil used for structural installation purposes shall be well compacted by
mechanical means to optimal density and shall be free of deleterious or organic materials.
FASTENERS & ACCESSORIES:
• All fasteners shall be A300 non-magnetic alloy, stainless steel, or other corrosion resistant
material unless specified otherwise.
• Any hinge or latch shall be of structural quality molded polymers or or zinc coated metal and
shall be installed in accordan nigh mangf rt ure��>�rs rPr._nmwerilat;nos
• Drop rod may be pipe
Iscrire-VlVApArEecRVOdIDv'V
APPROVED
7 DATE 11fr4
.
5"x5"x.150"
Post
(LP)
1-1/2"
Rail Crimp Notch
Rail (Any Type)
Rail notch (crimp)
Detail
Drawing
LComponent Schedule and General Notes
Scale: Not to Scale.
m
0
0
a—
•
•
•
•
•
••
`s
•
3 • •
0
LL 1
S • ••
•
•,••
•
••••
••••
• ••
••
•
•
••.
•
••
:•
•
•.•
••
co
co
O
O
_ !!Onn
V
oes
ILL
U =
0)
IC O
P1.0
LOT-6
BLOCK-1
F.I.P. 1 /2"0
0.25'CL
LOT-12
BLOCK-1
0.05'CI
4' WING
WALL
F.I.P. 3/4"0
Bearing, if any, shown based on
O
O
LOT-5
BLOCK-1
112.50'
LOT-4
BLOCK-1
J
0
4'WIRE
FENCE
.U.L
____
l
LLLLLLLLLLLLLLLLLLLLL
O/ rc LLLL±LLLLLLLLLLLLLLL
O/k' POND I. ' LLLLLLLgq1�1 Nj� LLLLL
BRICK_ LLLLL !±LLLLLL
LLLLLILL LLL��IIdd�LLAL�At��LLLLL
/a ' ' ' '' LLLLL L LLCLLZLLLL
%///2/ 2////LLLLL L LLLLLLLLLL
Plat Meridian (reference) N/A R N/A
LLLLLLLL
LLLLLLL
LLLL
(TYP)
LOT LINE
F.I.R. 1 /2"0
10.80'CL- 5'U1E
8.34'CL
REMAINDER
LOT-14
BLOCK-1
(TYP)
LOT LINE
LOT-15
BLOCK-1
263.86'
F.I.P. 1 /2"0
This property described as: l
Lot 13 and the West one half (1/2) of lot 14,
Block 1, EARLETON SHORES, according to the
Plat thereof as recorded in Plat Book 43, Page 80,
of the Public Records
of Miami -Dade County, Florida.
Certified to:
Joshua Woliowick
Ackerman Law, PLLC
Fidelity National Title Insurance Co.
Address:
1255 N.E. 99th Street, Miami Shores, FL 33138
W NOTES:
W - North side of the Subject Property Wire fence falls
Ninto the S feet Utility Easement.
N - North side of the Subject Property Neighbor's Wire
fence Encroaching into the Subject Property
�) - No visible Encroachments in this Lot
0)
(P.I.)
F.I.P. 1 /2"0
BLOCK
CORNER
"THIS SURVEY DECLARATION IS MADE ON THE FIELD
DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT
TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR
SUBSEQUENT OWNERS."
t S
y c
o c B
m .N
. S
d
� o`
m
N n
y
N
L
n y
N
2
a o
N V„
N 0
.cU
O U w
d to
E N
c 'O
o o
—2— v
•N
K
N N
2 N
o � {p
E C N L y
o O
0
U N y n o a
N T`. ,, N C C O
`0 2 aycmma°,m
L y N m N N Ti
-_ � of
�SccS€EE'oE
0 y o v o m o 0
0 C O J U c C V O
c Et4 'S 3 ' o. o.
m o c o
TARte 8g8t
0) N Ol O C N `
,,,_,,,,,_=,,,,,,,
m N ••
1-.‹. - o c.c o 0 m .
Z co a 6-o o w
c o °m. Z E
d °6'. ° = m
N N
y230o ,a
m 3`.
LEGEND
A = Arc
ASPH = Asphalt
BM = Bench Mark
BRG = Bearing
CAN = Cable TV
CB = Catch basin
CBS = Concrete Block Structure
CFI = Chord
Chatta.= Chattahoochee
CL = Center Line
CLF = Chain Link Fence
CL. = Clear
CONC = Concrete
D = Delta
0 = Diameter
DH = Drill Hole
DME = Drainage & Maintenance
Easement
E.B. = Electric Box
Enc. = Encroachment
F.F. = Finish Floor
F.H. = Fire Hydrant
F.I.R. = Found Iron Rebar
FPL = Florida Power & Light
F.I.P. = Found Iron Pipe
F.N. = Found Nail
L.P. = Light Pole
M = Measured
M.F. = Metal Fence
M.H. = Manhole
= Monument Line
MON. = Monument
N/A = Not Applicable
N/D = Nail & Disc
NTS = Not to Scale
0/S = Offset
O.U.L. = Overhead Utility Lines
OF: • : QIIejhang
P • = Plat
PB•• =Plot Book ••
PCP t Point of Curvature •
P.C.C.=15oint of Com}io•i P • •
Curvature • •
PP ,P• Permanent 0� RUOPPE�t
P.I. • •-YEint of Inter!e flbI •
E. 4.--,EigpertyLine, •i•••
PL• •� planter
P.O.B. = Point of Beginning •
P.O.C. Point of Commenceryent
P.P. = FEwer Pole •.....
•••r e•
P. .M.= nnanent Ilpference•
Monument
P.e tf ,F pt of Rev@rse
• • C•irvature
PT = Point of Tangency
R = Radius
R/R = Railroad
PSM = Professional Surveyor
Mapper
R/W = Right -of -Way
SWK = Sidewalk
Sec. = Section
(TYP) = Typical
T = Tangent
U.E. = Utility Easement
W.F. = Wood Fence
W.M. = Water Meter
W.V.= Water Valve
9}
- Denotes Spot
Elevations Taken
•
REVISIONS:
FLOOD ZONE
AE
COMM. No.
120652
PANEL No.
0306
SUFFIX-
L
F.I.R.M.DATE
09/11/09
F.I.R.M.INDEX
09 /11 /09
BASE ELEV.
+ 8 FT N.G.V.D.
ELEVATION NOTE: (IF APPLICABLE)
L.F.Elev.= 9.55' (lowest habitable floor elevation).
Elevation shown hereon refer to N.G.V.D. 1929.
Lowest adjacent grade elevation= 6.7'
BM. # B-400 Miami -Dade Elev.= 8.28'
Garage Elev.= 7.23' . Erp.= N/A .
Not valid unless
it bears the
signature and the
original raised seal
of Florida licensed
Surveyor and
Mapper.
TOPOGRAPHIC & BOUNDARY SURVEY.
I HEREBY CERTIFY: that this survey meets the
minimum technical standards as set forth by the
FLORIDA BOARD OF
AND MAPPERS i c ap
Code, pursuant to S
ION ' . SURVEYORS
a Administrative
Florida Statutes.
REN. Al : S 03/16/15
PROF SIONAL SURVEYOR AND
MAPPER No. 4327. State of Florida.
Alvarez, Aiguesvives and Associates, Inc.
Surveyors, Mappers and Land Planners
5701 S.W. 107th Avenue #204, Miami, FL 33173
Phone 305.385.0385 Fax 305.385.0623
L.B. No. 6867 / E-mail: fastsurvey@aol.com
Field Date
03/11/15
Scale:
1"=20'
Drawn by:
R.S.
Drwg. No.
15-21251