FW-20-349Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: FW-02-20-349
Permit Type: Fence/Wall
Work Classification: Ornamental/Metal
Permit Status: Approved
Issue Date: 02/14/2020 I Expiration: 08/12/2020
Location Address Parcel Number
290 NE 95TH ST, Miami Shores, FL 33138 1132060133700
Contacts
STEPHEN GONZALES Owner HOME OWNER Contractor
290 NE 95TH ST, Miami Shores, FL 33138 HOME OWNER
Mobile: 3058778580
Description: DURA FENCE METAL INCLUDED 2 GATES (5 FEET) Valuation: $ 1,000.00 Inspection Requests:
4949
TO REPLACE PERMIT#FW-04-19-866
Total Sq Feet: 14.00
Fees Amount Payments Date Paid Amt Paid
50% Renewal Fee $50.00 Total Fees $50.00
Credit Card 02/14/2020 $50.00
Total: $50.00
Amount Due: $0.00
Building Department Copy
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 AF DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulates con ructin and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Signature:
/ Applicant / Contractor / Agent
Date
February 14, 2020 Page 2 of 2
RECEIVED
Miami Shores Village jFE142 20
Building Department BY:
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
BUILDING Master Permit No. 4�aN -O 2- 2C)
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
L JOB ADDRESS: "'r / b "Q ? S —/ g /
City' Miami Shores
/
County: Miami Dade
Zip: 33/30Q
Folio/Parcel#:
is theBuilding Historically Designated: Yes NO
Occupancy Type: Load:
Construction
Type: / C_N C4:' Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titlehold(e`r):
iN Cj-z)'0
Phone#: �6s- e77 (�sy o
Address:
lit 7-
City: 44! + IUL 1 Sl-1-b /Lt;�f
�^
State:
Zip: 3 %
Tenant/Lessee Name:
it'
Phone#:
Email: (cP/lt�� lCf�til
Z- _C1Mlktc.. 'mow
tit
�`� %`P 1 S
p�
' `'�� o 7 S' O L, U
CONTRACTOR: Company Name:
;1 7t iiz
Phone#: /
Address: / b �P L_ Q 5
l 2«
City: /�/L t A 611 _l 1 %e� 6LcP State: � Zip: �� �-��
Qualifier Name: Phone#:
State Certification or Registration #:
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit: $ l� D
Type of Work: ❑ Additiop ❑ Alteration
Description of Work:
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Technology Fee $_
Structural Reviews $
Permit Fee $
Radon Fee $
Certificate of Competency #:
Phone#:
City: State: Zip:
r
i Square/Linear Footage of Work: /
❑ New ❑ Repair/Replace ❑ Demolition
1A. 'I, A. -6 .
i
Training/Education Fee $
CCF $ _ f CO/CC $
DBPR $ Notary $
Double Fee $
_ Bond $
TOTAL FEE NOW DUE $-� '
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
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.
�( C--
Signature L� , Signature
OWNER or A ENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of by day,of
�w o is personally onknown to who is personally known to
me or who has produced �-� p as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC:
NOTARY PUBLIC:
Sign:
Sign:
�Ul
Prin :
Print:
Seal:
SINDIA ALVAREZ
Seal:
MY COMMISSION # GG 238273
.:d
EXPIRES: September 3, 2022
F
Bonded Thru Notary Public UndenvAters
APPROVED BY Plans Examiner
Zoning
Structural Review
(Revised02/24/2014)
Clerk
s'
s '
O
I
io
VGl U6.V1 1 Vaw
"H": Horizontal Rail
"F": Shaped Fencing
fgi3► 1013611 W/Afle:J
"V" VERTICAL POST
NTS
"V" USE:
STL-Sreq=0.47 in3
2.5X2.5X16GA. Sx=0.47
ALUM.Sreq-0.63 in3
233X14GA. Sx=0.891
PS=4'-0" M1098'#=13176"#
STL/Sr=13.16/27.6= 0.477in3
ALUM/Sreq 13.16/20.8=0.633in3
ALUM/STL. 3X3X.14GA
(Sx=0.89)
L=6'-O" (Cant.)
P1=W=2041b. (FROM "H")
4'-6"
6' cant
Mo=1098'# for PS=4'-0`
Gen. Shear/Moment Diag.
ALLOWABLE LATERAL PASSIVE PRESS P=40OPSF
DEPTH IN SOIL d=2.83ft
WIDTH IN SOIL b=1.5ft
APPLIED LOAD p=204 lb
LOAD HEIGHT ABOVE SOIL h- 6 ft
S1=PD/3 = 377.33
A=2.34p/(S1+A) = 0.84
D=A/2(1+4.36h/A) = 2.81
METAL FENCING MATERIALES:
FENCING: G. I STEEL SHEET; ASTM-525
(Fy=40 Ksi; Fb=20ksi; t=30GA)
ALUM. SHEET: 3003-H-16
(Fy=24ksi; Fb=15.0 ksi; t=30GA)
TUBING:STEEL- ASTM A787-84b, G.I.
(Fy=46ksi; Fb=27.6ksi)
ALUM. 6061 T- 6
(Fy=32ksi; Fb=20.8ksi(0.65Fy)
PHYSICAL PROPERTIES:
"F" FENCE. 5.75' P.G. S1=0.10:S2=0.063in3
"H" Hor. tube. 1.5"x1".14GA.Sy=0.118in3
2"X11". 16 GA.Sy=0.124in3
2"X1". 14 GA.Sy=0.150in3
"H" VERT. POST. 2"X2" 14GA. Sx=0.38 in3
2.5"x2.5"x 16GA. SX=0.47in3
3'x3"14GA SX=0.89in3
HORIZ. BEAM "H": L=4'-0": Ww= 17psf
w= 17x3=51plf; W=51x4=204LB
M= 204x4/8=102ft-Ib=1,224 in'lb
(1/3WIND INCR.= 1224x3/4=918"#
STEEL: Sreq=0.918/27.6=0.0332in3
USE 2"x1". 16GA. (Sym0.1241n3)
ALUM.: Sreq=0.918/20.8=0.044in3
USE: 2"x1". 16GA. (Sy=0.124in3)
"I FENCE (PAINTGRID): L=4'-6"
WIND LOAD. w=17psf; W=17x4.5=76.5
+ M= 76.5x4.5/8=43.03ft-I1b=516in-Ib
STEEL: Sreq=0.516/20=0.026<0.063in3
ALUM.: Sreq=0.516/15.6=0.033<0.06
"F":FENCE (PAINTGRID): S7=0.10';S2-0.063
USE: 5"x5"26GA,PG,STEEL OR ALUM.
VERT. FENCING MATERIAL , "F"
J
N
CONC. PIER
FOOTING
-A
N
VERT. POST 'V'
4'-0" O.C. MA)
TUBE (SEE FEN
TABLE FOR
MATERIALS &
s
THICKNESS)
N
2"X1" TUBE "H'
HORIZONTAL RA
TOP& BOTTOM
TABLE FOR
MATERIALS &
iV
THICKNESS)
PAINTGRID TO
CONNECTED
TO TOP AND
BOTTOM RAILS
2 EA #10SMS
(SS) AT TOP
AND BOTTOM
(Elev. View) 21 1.5X1.5X1/8"XO'-7/8"
Top & Bot. Tipical ml
1/4" SMS (SS) 2-# 10 SMS (SS) into.
®EA.Rod "
rr v,r
"H" (Plan View)
RAIL DIET. "I"
NTS
TYPICAL FENCE ELEVATIO,.
NTS
•
1�
7.25"
} k
5.75"
TYPICAL FENCE"P". "PAINTGRID
Aluminum or Steel
NTS 2"X1"X16GA GALV
METAL FRAME. 11,L7
WELDS
"H" Cont. 2-10 SMS (SS) HING TO RESIST
Staggered m liew 180 LB (TYP)
_ of welded Conn.
I" 25y To
Det. I" P• Only
GALVANIZED STEEL
1-#10 B "V' (Plan View) POST 2.5"X2.5")64
® Welded Conn.
ALTERNATE DET. "2"&"3"
RAIL"H"CONNECTION DETAILS
NTS The _zonla
Fences Good & 0 members of a fence
shall face the
supporting
interior of the plot on which the fence is located
ining
and the finished side shall face the adjoining
lot or any abutting right-of-way.
GENERAL NOTES
1. WIND CODES:2017 FBC&ASCE 7-10 CURRENT EDITION. 115 MPH. EXPOSURE "C"
a. WIND LOAD:17 PSF: (qz 11.52: V-90 MPH C=1.32; Cp=1.20) pmgCC.
2.- ALL CONCRETE:2500 psi .COMPRESIVE STRENGHT IN 28 DAYS.
3.- METAL MATERIALS SHALL COMPLY AS FOLLOWS.
a. STEEL SHEET & SHAPES: ASTM A787-84b Fy=46ksi AND Fb 27ksi
b. ALUM.SHEET:3003-H16,Fy-24ksi. Fb=5.Oksi)ANODIZED OR PAINTED.
ALUM. SHAPES:6061-T6 Fy,=3ksil;Fb=20.8ksi ANODIZED OR PAINTED.
4.- SOIL PRESURE SHALL BE 2000 PSF. MINIMUM ALLOWABLE (ROCK OR SAND).
5.- CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO INSTALLATION.
6.- CORROSION PROTECTION:
a. ALL STEEL SHALL BE HOT-DIPFED GALVANIZED (6.1) PRIOR TO FABRICATION.
b. ALL ALUMINUM SHALL BE ANODIZED OR COATED WIHT AN APPROVED
CORROSION RESISTANT PAINT PRIOR TO FABRICATION.
c. TOUCH IN ALL ABRASIONS, SCRATCHES & WELDS WHIT AN APPROVED
CORROSION RESISTANT PAINT IN FIELD, AFTER INSTALATION IS COMPLETED.
(TYPICAL) FTGS.
TYPICAL FENCE AS DOOR
NTS-4'-0"-
FOOTER DIMENSIONS AS
FOLLOWS:
A. 19" DIAM X 48" DEEP
B. 24" DIAM X 43' DEEP
C. 30" DIAM X 40" DEEP
D. 36" DIAM X 36" DEEP
USE 3,000 PSI CONCRETE
AT 28 DAYS
TYP DOUBLE GATE
NTS
N
N
```,` OP• •••• ....
* No.
i 0 STA
T '• T
I
we.s/n..
Z I -
0
N C
U"
J
J "
w�
o rz
n rz
[IV]�N
C a�
00
0000
F
3, 2019
N
0
w
a-
PAINTGRID TO
Z
CONNECTED
TO TOP AND
J V)
BOTTOM RAILS
2 EA #10SMS
Q
(SS) AT TQQP
AND BOT•Tbfa•
\
•• •••
.�
w 3 ••• "•
•
.•
•� Z
•
•
••••
•••u•
s
N
0 Z
•
Z W • b
w W •••.liio
•I
• ••
II
•JQ • <O
•••q
• •
F<-- W • F
. .
I MI� •••
•
••••
.w� u.•.�.�
z w ••i•I
ao v
O N •d u7
•w
• •
•Z
....
z
Z
oC
U)
ALUMINUM
o
FENCE MATERIALS TABLE
S provided
MEMBER
S real. d.
STEEL
Sx
Sy
Steel
Alumn
0.10
0.063
"1"
X
0.046
5.75"-30GA Painted
0.21
"H"
X
0.044
Tube 2"x1'=16GA
0.38
"V"
X
0.63
Tube 3"x3"=14GA
0.10
0.063
"1"
0.036
X
5.75"-30GA Painted
0.15
"H"
0.033
X
Tube 2"x1"=16GA
0.30
"V"
0.47
X
ube 2.5"x2.5"-16GA
mk FEB 2017
s NOTED
a • DDSM
xn DURA FENCE
IF*` S-1 I
1OF1