REV-17-333 Miami Shores Village ' t-f �
BuildingDepartment � 6 ��'�
10050 N.E.2nd Avenue, Miami Shores,Florida 33138 -�
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:1305)762-4949
FBC 20
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
'BUILDING ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
C CONTRACTOR DRAWINGS
JOB ADDRESS: 0 �£ o I S� 7f p
City: Miami Shores County: Miami Dade zip:3 3 I 0
Folio/Parcel#:1I —' 7.05—M—OO Z0 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: (� Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):_I) 1 rL �d I JL' fliII111 qn Phone#: 0 5 3 q 155-
Addr ss ( CCC Uj 0 Sf �t
City: J T�5 State: � 2� Zip: J J 3
Tenant/Lessee Name: Phone#:
Email: I �1 [
CONTRACTOR:Company Name: V, �o l 1L'�4 Phone#: �v� J 1 I I I
Address: GIGIO j___ 1-6X v& o I T&
City: 6 ILI State: �� Zip:
Qualifier Name: e- G Phone#: -3 6 5 -5-33 31
State Certification or Registration#: C— 15 Z'0 1 Certificate of Competency M
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$_ ,��o,7110 Square/Linear Footage of Work: 10 0,9 L
Type of Work: ❑ AdditiPn ❑ Alteratign —1 New ElRepair/Replace ❑ Demolition
Description of Work: V��%l < (\A IVo �A C-2,
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ 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
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
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.
"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 at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument
was acknowledged before me this The foregoing instrument ttwas acknowledged before me this
day of `� 20 ,by t571 day of ,20 ,by
1
I ZQ�-f� Pf
-:Vs personally known to Cil oNC&S who is personally known to
n
me or who has produced 2 b
_ 1 "q(aos-c-"me or who has produced {� – Z01 _ 4-3as
identification and who did take an oath. I V �S identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
_eW--f`
Print: ONZALEZ Print:
M(COMMISSION#GG 044802
Seal:
EXP 2020 Seal:
<e rN:., MAHARAI K GONL
'• tW brs ;i?�••
Bonded Thru Notary Public Undo - = W COMMISSION# 02
• :a? EXPIRES:November 0
''.'FOF F1�P• Bonded TIeU Notary Public ?Ite1S
k#ele ektk yt Ke tk tR tRtlNalttkWkNk+k+F k k 4kkY*F+k+N kt BtiM
Tf/3^b K��ktl«d�+M eM+L+k�NMdcdeNY�M�k�Ir�k�r�k�k k kk H+NMfle IIrk#
APPROVED BY s / Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
• PLAN OF SURVEY SCALE 1"=30'
Fences Good Side Out. The vertical and horizontal
VW
supporting members of a fence shall 'face the
BISCAYNE BAY interior of the plot on which the fence is located
and the finished side shall face the adjoining
�TV lot or any abutting right-of-way.
-
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In yy ODOWIT 0.1'��
' 0. FM NAIL
J 0.1' 10.5'
COODWAS 6:1' ••••
• •• • •
• • 0000 0000•
CFM LINK FENCE NM 0.1' •• • •• • •
0000•• • •• •
PALM k 1, 0000•
CLU.SIFRS �4� ���'ti'�•• • •
PAtlER&• 0000 0000 0000•
.. ° • • • •
° AL FEN6E••• •
, ° 0000 0000•
• ' 0000•• • •• • •
• • • 0000•
SFAtRAPE • °.° 26.15 11.50' •• •• 0000 0.00.0
FREE FORM POOL •° POOL 0•• 0 •
•
APPRMWAIE SHAPE Q' •14 0 • 0 •
• 0
ERS DEG( � pj ••
k to . PAVERS • ••• 0 x•00••
11.53' ° ••
21.70Z. i
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rt-
GAS
P6 1 STORY C.B.S. Tic N
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C_
® 2625'
M LJ ~ UP • 5f'
g 40 0 0.0.6'
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° rk2REQUIREMENTS:
ty
= o ° • .
0) �_ F ,� ° r �,DW.a • ' gates must open outward
® 1 �? .•° ". /4EIGAl LINES° °�' away from the pool area,
P) z J —;�� • _ beFc>r�fi/PWsing/self-locking,
J a d on pool side of the gate
o less than 54"
® PAvERSo • WuFAVERS from bottom of gate.
Lu LLI V m a t15'GRASS p FBC 424.2.17.1.3
® LU _ N
O O ® - ROYAL
L 0 PP�CM t20'PAVEMENT
N r� CU i L N.E. 101st ST.
e
Ce
PROPERTY ADDRESS:
1350 N.E. 101st ST.
MIAMI SHORES, FL. 33138
A...ARC DISTANCE A/C..AIR CONDITIONING CBS CONCRETE BLOCK STRUCTURE O.U.L...OVERHEAD UTFUTY LINE CL..CLEAR C/L..CENFER UNE RAD—RADIAL ENC...ENCROACHMENT
Z R/W...RIGHT OF WAY FTP...FOUND IRON PIPE O.H...OVER HEAD W.M.-WATER METER C.H...CHORD DISTANCE P/L..PROPERTY UNE CONC...CONCRETE F.H...FIRE HYDRANT UP UTILITY POLE
O R..RADIUS U.E...LITIUTY EASEMENT A CENTRAL ANGLE PL..PLANTER T...TANGENT C.B....CATCH BASIN tb...DIAMETER H...HOGHT S...SPREAD
vi
BENCH MARK USED: DADE COUNTY B26 RA. ELEVATION: 17.23'
O'
JOB: •1'3-7332 LOCATION SKETCH SCALE 1"=100'
N.E. 102nd STREET
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4 3 .. . .. -
N.E. 101st STREET •"". 00000 0000
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'
BISCAYNE BAY •i
LEGAL DESCRIPTION:
LOT 2, BLOCK 1, MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 55, PAGE 83 OF
THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
GENERAL NOTES
1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE.
2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING
THIS PROPERTY
3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO N.G.V. DATUM.
4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND/OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH
INFORMATION WAS NOT REQUESTED.
5) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE AE BASE FLOOD ELEVATION: 9 FEET
6) NO UNDERGROUND LOCATIONS WERE DONE BY THIS COMPANY.
CERTIFIED T0: UPDATE:APRIL 29, 2015
UPDATE:JANUARY 19, 2015
UPDATE:OCTOBER 28, 2013
DATE: MAY 06, 2013
APLICABLE ZONING, UNDERGROUND, ZONING AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER,
ARCHTTEC OR BUILDER BEFORE DESIGN OR CONTRUCTION BEGINS ON THIS PROPERTY.
I HEREBY CERTIFY : That the attached Plan of Survey of the above
described prope�{y is true and correct to the best of my knowledge,
information and belief, as recently surveyed and platted under my
direction, also that there are not above—ground encroachments other
that those shown. This survey meets the minimun technical standards
rm
that those shown. This survey meets the minimun technical standards
set forth by the Florida Board of Land Surveyors pursuant to chapter
61G17-6, Florida Administrative Code, Section 472-027, Florida Statutes.
SURVEYING, INC.
L.B. No. 3333
6187 NW 167th STREET, H-5 LAZARD D. ALONSO
PROFESSIONAL LAND SURVEYOR
MIAMI, FLORIDA, 33015 CERTIFICATE No. 3590
PHONE: (305) 512-4940 THIS IS A BOUNDARY SURVEY STATE OF FLORIDA
NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL
o
CHAIN LINK FENCE DESIGN DETAIL
Fence Terminal Post Line Post Dimensions Terminal Post Line Post Concrete
Height (ft) Dimensions (in inches) Concrete Foundation Size
(in inches) (o.d.X wall thickness) Foundation Size (diameterXdepth)
(o.d.X wall thickness) (diameter X di--
For
•'. (in mopes) •. *:"
(in inches .. '.
0000*0
U p to 4 2 3/8 x 0.042 1 5/8 x 0.047 10 x 24 • •• 8 x24
Over 4 to 6 2 3/8 x 0.042 17/8 x 0.055 10 x 248'x•SI: 1 inch=25.4 mm.
.. .. .... ......
NOTES: •••••• •
1. This table is applicable only to fences with unrestricted airflow.
2. Fabric: 12'/2 gauge minimum,Black or Green.
...... ......
3. Tension bands:Use one less t an the height of the fence in feet evenly spaced. •• •
4. Fabric Ties:Must minimum the same gauge of the fabric. '
5. Fabric Tie Spacing on the Top Rail:Five ties between posts evenly spaced.
6. Fabric Tie Spacing on Line Posts:One less than height of the fence in feet,evenly spaced.
7. Either top rail or top tension wire shall be used.
8. Braces must be used at Terminal Posts if top tension wire is used instead of Top Rail.
9. Post Spacing: 10 foot(3m)on center maximum.
10. Post shall be embedded to within 6 inches(152 mm)from bottom of the foundation.
11. In order to follow the contour of the land,the bottom of the fence may clear the contour of the ground by
up to 5 inch(127 mm)without increasing table values to the next higher limit.
NOTICE TO PROPERTIES WITH POOLS:
If the fence is to meet the criteria as a pool barrier, the fence shall not be climbable and all rails must be
placed facing the inside of the property. Pedestrian gates shall have self-closing and latching devices installed
at the minimum of 54"above ground.For further details see Section R4501.7.1 of FBC.
d2�c(• �Mk1( _ �lest� 5i��-
Rev.10-08-15 I.Naranjo