FW-17-46 ' SA
mit
Miami Shores Village ■ Perrt7t#7 FenCejWall
10050 N.E.2nd Avenue NW ' ==
WO&C10 tficatrOtt,l f tc3t t=end;
Miami Shores,FL 33138-0000 �ft SfSttfw AI�Pf��1iEI} .
g
Phone: (305)795-2204 -
FIORNp' av,
bsue-Oat 1I171M; Expiration: 07/16/2017
Project Address Parcel Number Applicant
34 NW 96 Street 1131010330480
JORGE BONAMINO CONSUELO
Miami Shores, FL 33150- Block: Lot:
Owner Information Address Phone Celt
JORGE BONAMINO CONSUELO 34 NW 96 Street
------ MIAMI SHORES FL 33138-
34 NW 96 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 6,495.00
HENRY'S FENCE INC (305)669-0180
_... ..,.. _. :._,. Total Sq Feet: 233
si
Approved: Available Inspections:
Comments: Inspection Type:
Date Approved:: Final
Date Denied: Foundation
Type of Construction:Wood Fence Additional Info:237"x 6"high horizontal woof fenc Review Building
Classification:Residential Scanning:4
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $4.20
DBPR Fee Invoice# FW-1-17-62555$3.50 01/09/2017 Check#:9686 $50.00 $213.20
DCA Fee $3.50
Education Surcharge $1.40 01/17/2017 Check#:9692 $213.20 $0.00
Permit Fee-Wire&Wood $233.00
Scanning Fee $12.00
Technology Fee $5.60
Total: $263.20
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all t oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction a zo 'ng. Futhermore uthorize the above-named contractor to do the work stated.
January 17, 2017
Authorizede:Owner / Applicant / Contractor / Agent Date
Building D 'do:
Copy
January 17,2017 1
Miami Shores Village
Building Department
- --
;x�\ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20-A /q
BUILDING Master Permit No.•F I '
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
1 w, CONTRACTOR DRAWINGS
�+
JOB ADDRESS: ?X1 1 V V q Ll �V
City: Miami Shores County: Miami
Miami Dade Zip:
Folio/Parcel#: ��"�� r��j?j� �uyun�(J Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFFEE:Q
OWNER:Name(Fee Simple Titleholder): Phone#:
Address:
11 T7�
City: r State: r_ Zip�)ZED
Tenant/Lessee Name: Phone#:
Email:_ k�da (� , ntiilAz(/� a-2
lSDS_1�, A D t�o
CONTRACTOR:Company Name: Phone#:
Address:/34
City: kt: IQ Vl& \1%&
t State:
t^ 1 Zip:
Qualifier Name: nl \l6 ,l/ 1 Phone#:
State Certification or Registration#- Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: In City: State: Zip:cloy Vj � 'C
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑-Addition (Alteration ❑ New ❑ Repair/Replace Demolition n���
DescriptionofWork: 1 `{
1.
Specify colorvf color thru tile:
Submittal Fee$ Permit Fee$ CCF$ `'f - Z-0 CO/CC$
Scanning Fee$ Radon Fee$ DBPR�$ cp 7 c Notary$
Technology Fee$ Training/Education Fee$ ``I Double Fee$
Structural Reviews$ Bond$ y
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 beap oved and a reinspection fee will be charged.
i
Signature Signature
OWNER or AGENT CONTRACTOR
The foreg g instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
ay of Tn Yluin 20 1 by � day of 20 1 ' by
J) — !'1n[f&ho is p sonally know to t who is ersonally known,
me or who has produced as me or who has produced as
identification and who did take an oath. \\\\o%111111111///��i identification and who did take an oath ��
��\ pg ROD /i� g RODR/G iii
NOTARY PUBLIC:
�� G�•'""'�GG ��i NOTARY PUBLIC: ��x0\- �••'�•"••U /moi
NP
Sign: _ * sign• - 40
INCPrint:
Pte- =�c�Print: S
Seal: 9,�. public Undead
.•��et ��� Seal: �i� ,9d.�J,'?ubllc3�a• kX
/i1 IISI IO\�\\\� ANk
/X1�// iii'I+i
APPROVED BY / Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
C .
Henry's Fence Inc.
3931 SW 631 Ave
Miami, FL 33155
Phone: 305/ 669-0180
Fax: 305/ 669-5992
Email: henrysco o,bellsouth.net
January 4, 2017
Miami Shores Village
10050 NE 2nd Ave
Miami Shores, FL 33138
RE: 34 NW 96 Street
Miami Shores, F 33150
To whom it may concern,
I, Henry P. Villoch, qualifier and president of Henry's Fence Inc will be the only person
working on the fence project located at 34 NW 96 Street in Miami Shores, FL 33150.
Thank you,
}Ee uy P. Vaioc�v
Personally Know
Or produced Identification Notary
���Nlllllulrrrr�
S R%,�;iJi////
? cp 20
OFFMW
41dea
lllllllll
S�OREs
tKG 1934
Miami shores Village
o'er- u"It" Building Department
10050 N.E.2nd Avenue
�LORIpA Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner - Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees,including the owner,must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC,a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State,Division of Corporations;and
3. The corporation is registered and listed as active with the Florida Department of
State,Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors.
BY SIGNING BE OW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENT .
Signature:
Owner
State of F 'da
County of Miami-Dade
The foregoing was acknowledge before me this day of ,20_L?�.
By�(n t�P� YI�j M 1no who i \ ; S �j9r has produced
as identification
Notary:
•y NFF97 '
SEAL: ?ded tti� �0• �Q
ZZ 10
4b//cunas. •' 0 Ste;
Z//;it j STATE�F \\N
s MMMMMUN
7210 SW 126th Court, Aniano J. Garcia, PLSM Ph(305)856-4566 Record Survey
Miami,Florida 33183 . or & Planner Fax(305)595-1454 y
Scale I"=20'
Property Addres1, r -- - -- - - - - - - - -
34 NW 96th Street, I —
Miami Shores, Flori 1 I " o aDSQ T �' 15' Wide Alley
Legal Description: I Pig- w Asphalt Pavement ui
Lot 7 and the East f f t -90000'00" 7 _
Block 131, of"MI 0° FN r FIP
SECTION NO 6", o qi g t hs �� � 10,1' I O „
Plat thereof, as recorded in Plat I `AAs, Fetal
Book 10, at Page 39, of the Public cc Shed
Records of Miami-Dade County, I
Florida. I 50.00'
E c 25.00'
un
The E 25'
n Cat-7,-- . I n of Lot 8,
Bloc lq j� I Block 131
There may be easements and/or JAN Ix
CL
(I j j I A
other instruments affecting this I a �f
property, recorded in the Public wood `
14.95' i to t'
Records not shown on this survey. Deck 12.1
The purpose of this survey is for 16.4 I p
use in obtaining title insurance I
and financing and should not be I o 06 I Ac o
u I >, � 11.5' I LO
OSeS N CV
o �a��i�ss Good Side Out. The vertical an11
Lot Line r►
h rental W 00 I s is
upporting members of a fence shall f ri the
interior of the plot on which the fence is ted
and the finished side shall face thedng � 27.8' I N N
lot or any abuttin rig 6.6- I Steps _j w
9 g t-ot-way. °
�w a
U) I
Wood I z
Q / yGate Step--fNI
I
0 I I E 9.3' 27.8'
iI
I a / Residence
o Steps a 'O #34
_ n.
E I 10.60' 1 1 40.0' /
15.10'
OW
I
C4 I N
jAPo i �� I s
� 1: • •00 . �0�•• I 9irs� FIP
r 1 • . . . . a..
,. . . . . . .
lam ores Mage
• . : ..N 90°00'00" E 75.00' Sidewalk
ROVED BY �� c • • ••• • Parkway
•
• • • • • Curb & r
ZONING DEPT • • •• .
BLDG DEPT r Asphalt Pavementt4tg
. 0000
VIS, • • .
1Iol�LeL FEDERIlL : :•:
For:
• •• •• • . • sno.Curb
Con JEEM�FPQUUJjL:ES-aD REGULA ••• • • . •�� •
_ Bonamino; Venetian Title I NW 96th Street Grass
C. Miami Shores Village
moll Fences Good Side Out. The vertical and horizontal ullding Department
supporting members of a fence shall face the
o�p' interior of the plot on which the fence is located 10050 N.E.2nd Avenue
I�lppR�pp► and the finished side shall face the adjoining Miami Shores, Florida 33138
lot or any abutting right-of-way. Tel: (305) 795.2204
Fax: (305) 756.8972
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 (diameter X depth)
(o.d.X wall thickness) (diameter X depth) (in inches) �
(in inches
Up to 4 2 3/8 x 0.042 15/8 x 0.047 10 x 24 1 8 x 24
Over 4 to 6 1 2 3/8 x 0.042 17/8 x 0.055 1 10 x 24 8 x 24
For SI: 1 inch=25.4 mm.
NOTES:
1. This table is applicable only to fences with unrestricted airflow.
2. Fabric: 12 '/i gauge minimum,Black or Green.
3. Tension bands: Use one less than 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.
Rev.10-08-15 I.Naranjo • •• • • • . ••• •
• •• • • • • •• • •
F '
M CN
4'-0° ID DESCRIPTION I SIZE IREMARKS N
CN
Maximum BD Board 1x6 Pressure Treated 0
63
CN
OCommon c av
— ; o,
DropRod
Minimum,Required on inactive Deaf On6onal on active leafy
3!80x14 4 P
" Aluminum 2°x 2°perimeter frame with 2"x 2"vertical nter
y 21 i"111'
t Gate Frame 48 maximum pe (center)
+ GF '
„ { (M 1 3
+ ++
( GP Gate Poste 4"x4' Minimum-Pressure treated
�,
HI Heavy Duty Hinge 10 Strap Style-Self Closing I used around a pool area
+ i f 1
+ t +. + 0 Latch 2"x4" Self Latching(@54"aff min.)if used around a pool area
' > _ 4°x 4n
t; + � LP Line Post Minimum-Pressure treated
.. . _ ( + I PF Post Footing 10"0 x 24" 2,500 psi Concrete(Minimum)
. I +"j 41
General Notes (Design):
41 0
+. ON 2328 HIGH-VELOCITY HURRICANE ZONE—WOOD FENCES o
SECTION
u
2328.2- i I ... _ i f� a. P
' Fences not exceeding 6 feet(1829 mm)in height,shall be constructed to meet the followingminimum V
S3 ' _ t6
O
L requirements:from nominal 4 Inch by 4-Inch by 8-feet-long(102 mm by 102 mm by 2438 mm)posts No.2
* + t grade or better spaced 4-feet(1219 mm)on center,and embedded 2 feet(610 mm)into a concrete footing
10 inches(254 mm)in diameter and 2-feet(610 mm)deep. ICU
t + N fC + I + Y $Q'
2328.3 I 3
-- – — — — – Fences not exceeding 5 feel(1524 mm)or 4 feet(1219 mm)in height shall be consuucted as provided in Q m
�,'%�' �%A:�, ;�\%A;>�'' � %`� ;A`•�`� '`% �� V� �� %;�%� 'V`,• ��� �;'\ Section 2328.2,except that the spacing of posts ma be increased to 5-feet 1524 mm and 6-feet 1829 mm +� �
on center for these heights,respectively.
,•� - � ° ., ��� �� %... ... ., �..•. ;. . , ;�, .. ,,: . ., �� , . ., /i.�;:� moi'..i. ,. /�'; . . 1. Design complies with the requirements of the FBC2014&ASCE 7-10,wind
speed 115 MPH 3 Second Gust, Exposure C. -
Drawn,g# orizontal 2. Gate leaf(single or double)widths can be installed up to the allowable size
Wood Fencing Elevation supporting members of a fence shall face the as shown in Detail 3/W2.0. Should a double leaf gate be installed then the
Scale: 1/2"=1'-0" _,_g;plot on which the fence is located Latch and Drop Bolt shall be installed (per the local requirements).
and th ,d side shall face the adjoining 3. Wood shall be decay resistant and termite resistant(Pressure treated)and
tti — -'
shall be grade#2 or better.
Adistable Self-Closing Hinge 4. Fasteners shall be corrosion resistant.
4'-0" _ j with Self-tapping#10 x 3/4" 5. Finished side shall face out or shall be double sided(does not affect the
Maximum He,, Head Screws engineering design).
HI N ° °-' 6. POOL AREAS:All horizontal rails shall be less than a minimum spacing
width of 1-3/4"apart. Horizontal spacing(between boards)has been e
—aHinge Detail designed for 1/4"to 1/2"typical but shall be less than 1-3/4"apart. '•,., ••••
7 No changes are allowed without written authorization from t9e Aschtect.
Inds
• cc
•
-Vol a
- + . =- -- -- - Automatic Latch with
Hl
i 1fii 1+ Self-tapping#10 x 3/4" General Notes Installation): • • ••;
p 9
CN _ Hex Head Screws 1. SOIL @ GRADE POST CONNECTION: ••••• .••• .•,.
�o Anchored in 10 x 24 (2,500 psi)concrete. • • .• a
GF IMLA
2. BOARD/POST CONNECTION: (2) 16d(galvanized commohl�•each pesji• ..
CN No;E; 3. RACONNECTION: (2)Self-Tapping SIM 412 @ each • o
-..._ ..... _:_ _ . _ '_. -_ = Latch Detail (24"o.E. maximum).
`••••+
BOARD/GATE
_._.._.._ ... .. '.i + connection point m
PI +l z t ._I All iardware is Galvanized ' 2
Stainless
LP + + - orSteelGeneral Notes (Material): •°
•
+-.
+ * + ......- -- 1. SUPPORTING STRUCTURE: •
.......
CU
-PFSI* + * ° 1 1 -Llne Po s e 4"x4"(Minimum)) Ith concrete footing g (10"0 N
_ _ - ° Wood Posts hall b m w' a fo 'n
1/2"0 C x 24") CCf
- - ` + I Drop Ocx 3/4"uide
- + - - ° with Self-tapping# 1.2. Wood-Gate Posts shall be 4"x4"(Minimum)with concrete footing
' DR Hex Head Screws (10" x 30") 'L Q
- .... = _
_— = Drop Rod Detail 2 HINGE ATTACHMENT:
E
4 ...... 2.1. Concrete: 2"0 x 6" wedge anchors
�
!`
/ / E 2.2. Wood: 1/4"fly x 3-1/2"Lag Screws
VAj �AVA%j �� �%/ ��� `'`V�j ��. "u 2.3. Steel:Welded or 1/4"0 Carriage bolts with washer and nut. s
Drawing# Drawing# Drawing# S
Gate2Details 2 Hardware Details Component Schedule & General Notes
3
(Typical-Single 9 or Double) Scale. 1 -1-0 (Typical) LiScale: Not to Scale W2.0 :�