FW-18-1819Project Address
Owner Information
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Address
Permit
Permit NO. FW-7-18-1819
Permit Type: Fence/Wall
Work Classification: Wire Fence
Permit Status: APPROVED
ue Data: 7110i2018
Expiration: 01/06/2019
Parcel Number
10525 NE 2 Court
MIAMI SHORES FL 33138-
Contractor(s)
ISLAND FENCE OF DADE
Phone
305-888-9090
Cell Phone
Applicant
Phone
Valuation:
Total Sq Feet:
Approved:
Comments:
Date Approved: :
Date Denied:
Type of Construction: Wire Fence
Classification: Residential
Additional Info: NEW 2 PICKET ALUMINUM GATES
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
P&Z Review Fee
Permit Fee - Wire & Wood
Scanning Fee
Technology Fee
Total:
Amount
$4.80
$2.00
$2.00
$1.60
$35.00
$100.00
$9.00
$6.40
$160.80
Pay Date Pay Type Amt Paid Amt Due
Invoice # FW-7-18-68131
07/10/2018 Credit Card $ 160.80 $ 0.00
Cell
Available Inspections:
Inspection Type:
Final
Foundation
Review Building
Review Public Works
Review Planning
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 AFFIDAVI : I
construction and 10-1,1
z
Authoriz
edify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
uther . re, I authorize the above -named contractor to do the work stated.
e: Owner / Applicant / Contractor / Agent
July 10, 2018
Date
Buildin
Department Copy
July 10, 2018
1
4
BUILDING
PERMIT APPLICATION
® BUILDING ❑ ELECTRIC
❑PLUMBING ❑ MECHANICAL
JOB ADDRESS: 10525 NE 2 CT
City: Miami Shores
Folio/Parcel#:11-2231-013-0610
Occupancy Type: Load:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
❑ ROOFING
❑PUBLIC WORKS
County:
Construction Type:
OWNER: Name (Fee Simple Titleholder): BENNY L NEWBY
Address: 10525 NE 2 CT
Master Permit N
No
Sub Permit No.
FBC 201"1 eke.
- - I 1 c
�Ia-I5\
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
Miami Dade Zip: 33138
Is the Building Historically Designated: Yes NO
Flood Zone:
BFE: FFE:
Phone#:
City: MIAMI
State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: ISLAND FENCE OF DADE
Address: 711 E Okeechobee Rd
City: HIALEAH
Qualifier Name: PLACIDO LOPEZ
State: FL
Phone#: 305.888.9090
Zip: 33010
Phone#:
State Certification or Registration #: 98BS00247 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $
Arley. ro
Square/Linear Footage of Work: 72'
Type of Work: ❑ Addition ❑ Alteration ® New ❑ Repair/Replace ❑ Demolition
Description of Work: NEW 2 GATES 6' HIGH AND NEW CHAIN LINK FENCE 1-1"14'1-1 — PZcic &Drret,S
Specify color of color thru tile:
Submittal•Fee.$ `�C� Permit Fee $
Scanning Fee $ Radon Fee $ DBPR $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CCF $ CO/CC $
Notary $
Double Fee $
Bond $ /� y'^�
TOTAL FEE NOW DUE $ 1 i% on 4 O v
(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 b approved and a reinspection fee will be charged.
Signature
WNER or AGENT
The foregoing instrument was acknowledged before me this
,27 day of Al'2oC' ,20/9 ,by 37 day of 0179-•C! ,20 is ,by
jar! h �J /� � ,who is personally known to ?C # ?Ic'4, Lot 2 , who is personally _known to
Signature
me or who as produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
• • Notary Public State of Florida
• Ismael Brunet
�'r My Commission FF 909938
*****************
APPROVED BY
as
The foregoing instrument was acknowledged before me this
me or who has prod ced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
********************
Notary Public State of Florida
Ismael Brunet
My Commission FF 909938
Expires 09/22/2019*
**
Plans Examiner Zoning
(Revised02/24/2014)
Structural Review Clerk
Proper4y Search Application - Miami -Dade County
Page 1 of 1
Summary Report
Property Information
Folio:
11-2231-013-0610
Property Address:
10525 NE 2 CT
Miami Shores, FL 33138-2002
Owner
BENNY L NEWBY
Mailing Address
10525 NE 2 CT
MIAMI, FL 33138 USA
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
2,673 Sq.Ft
Living Area
1,884 Sq.Ft
Adjusted Area
2,212 Sq.Ft
Lot Size
11,500 Sq.Ft
Year Built
1951
Assessment Information
Year
2018
2017
2016
Land Value
$258,382
$287,615
$240,465
Building Value
$138,029
$138,029
$138,029
XF Value
$834
$836
$837
Market Value
$397,245
$426,480
$379,331
Assessed Value
$397,245
$362,631
$329,665
Benefits Information
Benefit
Type
2018
2017
2016
Non -Homestead Cap
Assessment Reduction
$63,849
$49,666
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
31 52 42 PB 6-82
FIRST ADD TO PASADENA PARK
LOTS 15 & 16 BLK 14
LOT SIZE 100.000 X 115
OR 11113-764 0581 5
Generated On : 6/19/2018
Taxable Value Information
2018
2017
2016
County
Exemption Value
$0
$0
$0
Taxable Value
$397,245
$362,631
$329,665
School Board
Exemption Value
$0
$0
$0
Taxable Value
$397,245
$426,480
$379,331
City
Exemption Value
$0
$0
$0
Taxable Value
$397,245
$362,631
$329,665
Regional
Exemption Value
$0
$0
$0
Taxable Value
$397,245
$362,631
$329,665
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
03/29/2013
$363,000
28562-0870
Qual by exam of deed
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
https://www.miamidade.gov/propertysearch/
6/19/2018
1355 N.W. 97th AVE SUITE 200
MIAMI, FLORIDA 33172
TELEPHO! I : (305) 264-2660
FAX: (305) 264-0229
DRAWfN BY: LG.(AL.)
PCiatitt pururunrs
LAND SURVEYORS •
SURVEY No. 13-0000320-2
SHEET No.., 2 OF. •• 2
BOUNDAR SU
SCALE = 1"=
00
r
10.94
• • •
• • •.
• •• 00 • ••
• • •
• • •
100.00' •
C9 • ' x
•
PC, • • • F...i 3 ' 90°16'28rt •
F.I.FL3r4"• • N4 CAP•
NCCik2•• •••• x ••••
0.1S�yLiti h ••••••
• x
•
• •
• • •
• ••__
ASPHALT
PVMT.
W.M.t
100.00'
IT #:
APPROVED
YI
Miami Shores Village
ZONING DEPT
BLDG DEPT
BY
DATE
111FanifitiMil
SUBJ • TO COMPLIANCE .. H ALL F
2
Ci STATE AND COUNTY RULF� p
2nd. 10.98
Ii
BRICKRETURN
0
U.P.
••
• • •
• • ••ie • ••
• • • •
•••• • •
•••••k 10.65
LOT - 17
BLOCK - 14
x7
11.00
10.77
V
\ 10.80
10 et I 10.55 x/
,o!a
11Ia 17
oOA ONPL
f
25.00'
LOT -16
BLOCK-14
11.23
10.56
x�
A/C
89 °43'32"'
10.20
/- 4' C.L.F.
16.80'
67.65'
16.0'
10.85
F.I.P 3/4"
NO CAP
LOT-2
BLOCK - 14
LOT-3
BLOCK - 14
100.00'
01
11.40
:C/P
26.60'
F.F,E.=12.18'
ONE STORY
RES. # 10525
-LOT -15
BLOCK-14
26.0'
A.R.
A.R.
TILE 11.16
10.81
10.24
x7
N
Fa
0
0
89°43'32'"
10.75
11.65'
12.40'
m
2
2.
O
10.94
0
••i
cn
0
F.I.P 3/4"
NO CAP
0:51 'CL.
10.97
'IY
10.00' a )
11.06
rid
'ICOT - 14
<BLOCK - 14
10.00'
BRICK WALK
21.0'
10.89
90°16'28"'
10.91
rr rr 11 n rr it r
6' W.F.
ri
LOT-4
BLOCK - 14
10.30
0.51'CL.
If II
F.I.P 3/4"
NO CAP
w
ri
LOT-5
BLOCK-14
SURVEYORS NOTE:
- There may be Easements recorded in the Public Records not shown on this Survey.
1355 NW 97TH AVE, SUITE 200
MIAMI, FL 33172
TELEPHONE: (305) 264-2660
FAX: (305) 264-0229
DRAWN BY: A.A.
Nova Surveyors, Inc.
LAND SURVEYORS
SURVEY NO 13-00003X0-2
SHEET NO 1 OF
2t
SURVEY OF LOT 15-16, BLOCK 14, OF FIRST ADDITION TO PASADENA PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 6, PAGE 82, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
4.7 t - -
PROPERTY ADDRESS: 10525 NE 2 CT, MIAMI SHORES, FL 33138
FOR:: BENNY'NEWBY
.'LOCATION SKETCH
$ /8
ABBREVIATION AND MEANING
A irARC
NC = AIR CONDITIONER PAD
A.E. = ANCHOR EASEMENT
A/R = ALUMINIUM ROOF
A/S = ALUMINIUM SHED
ASPH. = ASPHALT
B.C. = BLOCK CORNER
B.C.R. = BROWARD COUNTY RECORDS •
B.M. = BENCH MARK
B.O.B. = BASIS OF BEARINGS
C = CALCULATED
C.B. = CATCH BASIN.
C.B.W. = CONCRETE BLOCK WALL
CH = CHORD
CH.B. = CHORD BEARING
CL = CLEAR
C.L.F. = CHAIN LINK FENCE
C.M.E. = CANAL MAINTENANCE
EASEMENTS
CONC. = CONCRETE
C.P. = CONCRETE PORCH
C.S. = CONCRETE SLAB
D.E. = DRAINAGE EASEMENT
D.M.E. = DRAINAGE MAINTENANCE
EASEMENTS
DRIVE = DRIVEWAY
ENCR. = ENCROACHMENT
E.T.P. = ELECTRIC TRANSFORMER PAD
F.F.E. = FINISHED FLOOR ELEVATION
F.H. = FIRE HYDRANT
F.I.P. = FOUND IRON PIPE
F.I.R. = FOUND IRON ROD
F.N. = FOUND NAIL
F.N.D. = FOUND NAIL 8 DISK
/0
FNIP. = FEDERAL NATIONAL INSURANCE
PROGRAM
IN.BEG. = INGRESS AND EGRESS
EASEMENT
L.F.E. = LOWEST FLOOR ELEVATION
L.M.E. = LAKE MAINTENANCE EASEMENT
L.P. = LIGHT POLE
M. = MEASURED DISTANCE
M/H = MANHOLE
N.A.P. = NOT A PART OF
NGVD = NATIONAL GEODETIC VERTICAL
DATUM
N.T.S. = NOT TO SCALE
O.H.L. = OVERHEAD UTILITY LINES
O.R.B. = OFFICIAL RECORD BOOK
0/S = OFFSET
OVH. = OVERHANG
P.B. = PLAT BOOK
P.C. = POINT OF CURVE
P.C.C. = POINT OF COMPOUND CURVE
PL. = PLANTER
P.L.S. = PROFESSIONAL LAND
SURVEYOR
P.O.B.. = POINT OF BEGINNING
P.O.C.. = POINT OF COMMENCEMENT,
P.P. = POWER POLE
P.P.S.. = POOL PUMP SLAB
P.R.C. = POINT OF REVERSE CURVE
PRM =PERMANENT REFERENCE
MONUMENT
PT. = POINT OF TANGENCY
PVMT. = PAVEMENT
PWY=PARKWAY
R. = RECORD DISTANCE
nt
Scale 1" = NT.S.
1:
9 > -8 u
57.r
7
6
SUBJECT
PROPERTY
/! 5
2
ti
+o
/2
/J
/S
/6
,7
/S
RAD. = RADIUS OF RADIAL
RGE. = RANGE
R.P. = RADIUS POINT
R.O.E. = ROOF OVERHANG
EASEMENT
R/W = RIGHT-OF-WAY
SEC. = SECTION
S.I.P. = SET IRON PIPE L.B. #6044
SWK. = SIDEWALK
T = TANGENT
TWP = TOWNSHIP
U.E. = UTILITY EASEMENT
U.P. = UTILITY POLE
W.M. = WATER METER
W.R. = WOOD ROOF
W.S. = WOOD SHED
= ANGLE
• = CENTRAL ANGLE
• = CENTER LINE
= MONUMENT LINE
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"):
- THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY.
- 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.
EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN.
- THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS.
- 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
FOOTING AND/OR FOUNDATIONS.
FENCE OWNERSHIP NOT DETERMINED.
- THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED.
- HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY.
- THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A.
- AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED
LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEUSUFFIX: 120652 0302 L DATE OF FIRM: 09/11/2009
BASE FLOOD ELEVATION: N/A.
CERTIFIED TO: BENNY NEWBY
8 N
57s
7
6
• • •
• 5- • '
•- •-
• • •
• •p••••,
• • . ••._
• •
• •J•••
• • • •
• _•
• • • •
2
• • • • • •
/ 6.
fib•• •
J
4p
LEGEND TYPICAL
//
_ ,y7s
i J-
/2
/0
i • •/3
• •
•
1
• ••
• /S
• •
• • • •
•
••••• /7
•
••
• /f
• •
♦••••
• •
• • • •
—OH— OVERHEAD UTILITY LINES
CBS = WALL (CBW)
4
—x C.L.F. = CHAIN LINK FENCE
-0-0-
I.F. = IRON FENCE
W.F. = WOOD FENCE
• 0.00 = EXISTING ELEVATIONS
•
•
•
•
•
•
SURVEYOR'S NOTES
1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED
MERIDIAN, BY SAID PLAT IJJ THE DESCRIPTION OF THE
PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO
COUNTY, TOWNSHIP MAPS.
2) THIS IS A SPECIFIC PURPOSE SURVEY.
3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE
1:7500 FT.
4) IF SHOWN, ELEVATIONS ARE REFERRED TO
MIAMI-DADE COUNTY.
ALL ELEVATIONS SHOWN ARE REFERRED TO
NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929
CITY OF MIAMI BENCH MARK
ELEVATION 10.59 FEET OF N.G.V.D. OF 1929
1
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF
THE PROPERTY DESCRIBED HEREON, AS RECENTLY
SURVEYED AND DRAWN UNDER MY SUPERVISION,
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS• •
AS SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6,
FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027,
FLORIDA STATUTES.
BY:
GEORGE IBARRA
(DATE OF FIELD WORK)
-/�
PROFESSIONAL LAND SURVEYOR NO. 2534
STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL
BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
SURVEYOR).
REVISED ON:
REVISED ON:
WJ
SURVEYOR'S SEAL
5
•
• •
•
•
•
• •
• •
•
•
•
• ••
•
•• • •
•
•
• ••
• • •
• •
• • •
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
CHAIN LINK FENCE DESIGN DETAIL
(ACCORDING TO THE F.B.C. SECTION R4408.11)
TABLE R4408.11
CHAIN LINK FENCE MINIMUM REQUEREMENTS
Freruue
Height• rft)
• • • • •
""""
• • Terminal Post
• • Dimensions
• • • • • (in inches)
�b:el."X wall thickness)
•
Line Post Dimensions
(in inches)
(o.d. X wall thickness)
Terminal Post
Concrete
Foundation Size
(diameter X depth)
(in inches)
Line Post Concrete
Foundation Size
(diameter X depth)
(in inches)
Urta4
• •.23/8x0.042
15/8x0.047
10x24
8x24
_
(Oyer4•tp�
_•• 13/8 x 0.042
1 7/8 x 0.055
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'/% 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 R4401.7.1 of FBC.
CONCURRED
Created on 5/22/2009 MLDV;06/22/2015
•
....faces awe%.fsom the swimming pool.
•
• •
MIAMin
COUNTY
Address:
Standard Open Metal Fence
(NO SOLID BACKING ALLOWED)
Regulatory & Economic Resources
11805 S.W. 26th Street
Miami, Florida 33175-2474
786-315-2100
miamidade.gov
Fence Height: FT Fence Length: FT
****** IMPORTANT FOR USE AS A POOL BARRIER ******
Outdoor swimming pools shall be provided with a barrier complying with Florida Building Code Sections
454.2.17.1.1 through 454.2.17.1.14.
Access gates shall be equipped with a self -closing self -latching locking device located no less than 54
• • • • inches Astiliae bottom of the gate. The device release mechanism shall be located on the pool side of the gate
' aild so placid that oe rinot be reached by a young child over the top or through any opening or gap. Gates that
• ptovide awass to the swimming pool must open outward away from the pool.
• . • .
'• The top of tiie:bairier shall be at least 48 inches above grade measured on the side of the barrier which
The maximurp.vArtical clearance between grade and the bottom of the barrier shall be 2 inches measured
• op the silt' oJthe bar-ipirfhich faces away from the swimming pool.
• • Openings in•ttrI?arrier shall not allow passage of a 4-inch diameter sphere.
• • •
• • • • • • ••
' •
•••• 8-8'tMAXIMUM
41••••
SO x 0.055
WALL PICKET
WELDED AT THE
BACK OF
HORRZONrAL TUBE
1YP
L l_
-1l=li'jr
'RO'1ICE 0.058 (MIX.) --
Cap ELATE AT TOP AND
BOTTOM OF PICKETS
2% 'RE1Tx0.1875 WALL—,
T1
11\1111111 II
•
}'t-- SPACING TO REJECT
1 A 4"DWMEIEH
SPHERE
2"x1"RECTxa.1875
WALL.
NOTE:
WELD ALL MEMBERS WITH
ALL ARCYJ ND FILLET WELD.
Ili
9,
— 3 SO x 0.1875
W.U. ALUMINUM
POST. rtriCAL
1 —n«
DIAMETER'
TYPICAL
FOOTINGS
FOR POSTS
ALONG THE
FENCE.
F'c=25C0` psi
PROVIDE 0.058" (MTN.;I
CAP ELATE AT TOP &
90i1CL OF .051S.
2"z1' RECT x
0. WALL
SOx0.0G5 WALL -
PICKET MELDED AT
THE BACK Or
HORIZONTAL TUBE
TAP
3 SOxO.i875 —
WALL ALUMINUM
'POST. TYPICAL
2.'xi" RECT
x3.1875 WALL
CAVALIER
1 S0x0.065 — —»-
WALL PICKET
2"x1` RECT x -
0.1875 WALL
2"x1" RECT x-
0.1875 WALL.
%HEEL :4"
PRoADE 0.058" 711,)=--'1
CAP PLATE AT TOP
AND ROTTCM OF
POSTS.
2 SOx.01875
ALUMINUM T:J5E
c1
6"- GUIDE ROLLERS.
27 DIAMETER MIN.
CODRiMKATE W/ CATE
3 S0x0.1575`
ALUMINUM TUBE
5"x8"x.25" ALUMI"IUM—i.
SASE PLATE VJ/ t
{411"0 A.B.
EMBEDMENT= 2"
16"xi6"x8" •
COXC, PAD.
I --0"
..7t'-f517u5?.L4T�
3 SO
0.;875 WALL
ALUMINUM
POST..
TYPICAL
gl
DIAMETER
123_01-270 11/16
ELEVATION
SECTION
GATE GUIDE