FW-18-740Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
mit
Issue Date: 3121
2018
Permit NO. F --18-740
Permit Type: FenceM/all
Work Classification: PVC Fence
Permit Status: APPROVED
Expiration: 09/25/2018
Parcel Number
Applicant
1080 NE 105 Street
Miami Shores, FL 33138-
,
1122320280090
Block: Lot:
VERONIQUE LESTRADE SFARA
Owner Information
Address
Phone
Cell
VERONIQUE LESTRADE SFARA
1080 NE 105 Street
MIAMI SHORES FL 33138-2106
(305)799-2006
Contractor(s)
APV BUILDERS & ENGINEERING
Phone Cell Phone
(305)780-4800
Valuation:
Total Sq Feet:
$ 5,500.00
150
Approved:
Comments:
Date Approved: :
Date Denied:
Type of Construction: Other
Classification: Residential
Additional Info: REMOVE DAMAGE FENCE AND AD
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
P&Z Review Fee
Permit Fee - Wire & Wood
Scanning Fee
Technology Fee
Total:
Amount
$3.60
$2.25
$2.00
$1.20
$5.00
$35.00
$150.00
$9.00
$4.80
$212.85
Pay Date Pay Type
Invoice # FW-3-18-66878
03/22/2018 Credit Card
03/29/2018 Credit Card
Amt Paid Amt Due
$ 50.00 $ 162.85
$ 162.85 $ 0.00
Available Inspections:
Inspection Type:
Final
Foundation
Review Public Works
Review Planning
Review Planning
Review Building
Review Building
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 the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction . Futhermore, I authorize the above -named contractor to do the work stated.
March 29, 2018
Au e• Signature:
wner, / Applicant ft Contracteii / Agent
Date
Building Department Copy
March 29, 2018
1
(0,\
3`2; 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
BUILDING
PERMIT APPLICATION
•BUILDING ❑ ELECTRIC ❑ ROOFING
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS: 1080 NE 105th ST
❑ REVISION
Master Permit No.
Sub Permit No.
❑ EXTENSION ❑RENEWAL
❑ CHANGE OF
CONTRACTOR
RECEIVED
MAR 22 2018
cv(4-i
FBC 2014
CVQ %�uO
CANCELLATION
❑ SHOP
DRAWINGS
City: Miami Shores
County:
Miami Dade
Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes
Occupancy Type: Load: Construction Type: Flood Zone:
Veronica Lestrade Sfara
OWNER: Name (Fee Simple Titleholder):
Address:1080 NE 105th ST
X
NO
BFE: FFE:
Phone#: 305-799-2006
miami shores miami
City: State:
Tenant/Lessee Name: Phone#:
Email:
Zip: 33138
CONTRACTOR: Company Name: /4 ( tlid`lrLS $ ;��� LLLPhone#: OS 3FO 0)O D
Address: 2 /.3 Cc,.vt B e \/- -L '
City: LI_ WC9�
/� I j� State:
Qualifier Name: C ML�y-` c� t-62X-A —•
State Certification or Registration #:
DESIGNER: Architect/Engineer:
Address: City:
Value of Work for this Permit: $ 55 O �.
Zip: -134 dJ
Phone#:
Certificate of Competency #:
Phone#:
State: Zip:
Square/Linear Footage of Work:
/So
1
Type of Work: ❑ Addition ❑ Alteration ❑ New If Repair/Replace ❑'Demolition
Remove damage fence and add new PVC fence
Description of Work:
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ r 00
CCF $ GO CO/CC $
Scanning Fee $Q - Radon Fee $ 2- - CO DBPR $ 2 ' 2 Notary $
IS243IS-
Double Fee $
3traetrrrel Reviews $ 3S . C i Bond $
TOTAL FEE NOW DUE $ l G 2 ` 8G
cchhn logy Fee$
Training/Education Fee $ i
• 20
(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
OWNER or AGENT
Signature
CONTRACTOR
The foregoing instrument was
',acknowledged before me this The foregoing instrumentwasacknowledged before me this
fDQ) day of OA7`'4 , 20 12 , by / da of ///iserjt— , 20 I(J , by
11:6 MvG, who personally known to rip,"
, who is personally known to
me or who has produced ` —h 2.--U-VNS as me or who has produced as
identification and who did take an oath.
NOTARY IC:
Sign:
Print:
Seal:
Si Nvnia
***********************
APPROVED BY
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
•,rv*Y•v-. y ,SeaI:
Notary Public State of Florida it
Sindia Alvarez
My Commission FF 156750 '
Plans Examiner
`�ti'pY 'ft*,�� VILMA KARINA HERNANDEZ GARCIA
�i4 :State of Florida -Notary Public
"±/:a= Commission # GG 70857
,A.,'ii.'A- My Commission Expires
Structural Review
*************
Zoning
Clerk
(Revised02/24/2014)
Notice to Owner - Workers' Com
p
Miami Shores' Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
ensation 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 BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this � ,,, mi�dday of 04 , 20( ' .
"�}�dhd is personally known to me or has produced
i-C-j etljc-e- ( NS
Notary: gI N)I U i ,R
SEAL:
tification.
asi
„purr, Notary Public State of Florida
;p Sindia Alvarez
My Commiwion fF 1.)3710
+yjof 9%,d' Expires 09103/2018
UILDCR• L CNOINCCRINO
APV Builders & Engineering LLC
March 21st, 2018
State of Florida
County of MiY}mi_D C
Before me this day, personally appeared, j ,/i?1Lb1c%4124, who, being duly sworn,
deposes and says,
That he will be the only person working on the project located at:
logo tQS SY aotr SLr p( 33/?d
Ur tractor signature
Sworn to (or affirmed) and subscribed before me this 21st day of March, 2018 by
;D,... ,, VILMA KARINA HERNANDEZ GARCIA
e i11' State of Florida -Notary Public
. � '= Commission # GG 70857
., •�,n�• My Commission Expires
February 07, 2021
Personally known
Produced identification
Or
Print, type or stamp name of -Notary
(305) 780-4800 "' info@apvbuild.com
www.apvbuild.com
165 NW 96th Terrace, Apt. 205,
Pembroke Pines, FL 33024
21Page
3/22/2018 Property Search Application - Miami -Dade County
Summary Report
Property Information
Folio:
11-2232-028-0090
Property Address:
1080 NE 105 ST
Miami Shores, FL 33138-2106
Owner
VERONIQUE LESTRADE SFARA
TRS
VERONIQUE L SFARA REV INT TR
Mailing Address
1080 NE 105 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
5/4/1
Floors
2
Living Units
1
Actual Area
4,875 Sq.Ft
Living Area
4,452 Sq.Ft
Adjusted Area
4,279 Sq.Ft
Lot Size
11,250 Sq.Ft
Year Built
1954
Assessment Information
Year
2017
2016
2015
Land Value
$393,997
$337,712
$309,172
Building Value
$684,854
$691,914
$698,975
XF Value
$71,954
$72,693
$48,576
Market Value
$1,150,805
$1,102,319
$1,056,723
Assessed Value
$1,150,805
$1,102,319
$980,028
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes Cap
Assessment Reduction
$76,695
Homestead
Exemption
$25,000
Second Homestead
Exemption
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
MIAMI SHORES ESTATES PB 47-58
LOT 9 BLK 1
LOT SIZE 75.000 X 150
_ COC 24270-2538 05 2005 5
Generated On : 3/22/2018
Taxable Value Information
2017
2016
2015
County
Exemption Value
$0
$0
$50,000
Taxable Value
$1,150,805
$1,102,319
$930,028
School Board
Exemption Value
$0
$0
$25,000
Taxable Value
$1,150,805
$1,102,319
$955,028
City
Exemption Value
$0
$0
$50,000
Taxable Value
$1,150,805
$1,102,319
$930,028
Regional
Exemption Value
$0
$0
$50,000
Taxable Value
$1,150,805
$1,102,319
$930,028
Sales Information
Previous
Sale
Price
OR Book-
Page
Qualification Description
05/07/2015
$100
29610-1034
Corrective, tax or QCD; min
consideration
06/08/2011
$100
27971-3431
Corrective, tax or QCD; min
consideration
06/08/2011
$500,000
27724-3103
Qual by exam of deed
05/29/2009
$20,500
26918-3542
Affiliated parties
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:
777 N.W. 72nd AVENUE SUITE 3025
JOHN IBARRA & ASSOC., I NC.
SURVEYNo.° 12-001217-4
MIAMI, FLORIDA 33126
TELEPHONE: (305) 262-0400
FAX: (305) 262-0401
www.ibarralandsurveyors.com
DRAWN BY: MCH
LAND SURVEYORS
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SURVEYOR'S NOTE:
- There may be Easements recorded in the Public Records not shown on this Survey.
777 N.W. 72nd AVENUE SUITE 3025
MIAMI, FLORIDA 33126
TELEPWONE: (305) 262-0400
FAX: (305) 262-0401
www.lbarralandsurveyors. com
DRAWN BY:: MCH
JOHN IBARRA & ASSOC.,INC.SURVEYNO.
LAND SURVEYORS
12-001217-4
SHEET No. 1 'OF ,2
PROPERTY ADDRESS:
I080 N.E. I05th STREET
MIAMI SHORES, FL 33 138
LEGAL DESCRIPTION: 1'
LOT 9, BLOCK I , OF MIAMI SHORES ESTATES, ACCORB4Nt. f,?
THE PUBLIC.R• •
ECORDS OF MIAMI-DADE COUNTY, FLORIDA.
••••••+� •••.5
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THE PLAT T EREOF AS RECORQrD, * LA
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Miami Snaps
'CpunlnL.Cluti'
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2
A = ARC.
A.C.= AIR'CONDITIONER PAD.
A.E.= ANCHOR EASEMENT.
A.R.= ALUMINUM ROOF.
A.S.= ALUMINUM SHED.
ASPH.= ASPHALT.
B.C.= BLOCK CORNER.
BLDG.= BUILDING.
B.M.= BENCH MARX.
B.C.R.= BRONARD COUNTY RECORDS.
B.O.B.= BASIS Or BEARINGS.
(C) =
C.B.=
C.B.S.=
C.B.M.=
CH +
CH.B.=
CL.=
C.L.F.+
C.M.E _
CONC.=
C.U.P. _
C.P.+
C. S.
C. W. _
D.E.=
D.M.E.+
•
• •
••
CALCULATED.
CATCH BASIN.
CONCRETE BLOCK STRUCTURE.
CONCRETE BLOCK WALL.
CHORD.
CHORD BEARING.
CLEAR.
CHAIN LINK FENCE.
CANAL MAINTENANCE EASEMENTS.
CONCRETE.
CONC. UTILITY POLE
CONC. PORCH.
CONCRETE SLAB.
CONCRETE WALK.
DRAINAGE EASEMENT.
DRAINAGE MAINTENANCE EASEMENTS.
DRIVE = DRIVEWAY.
° = DEGREES.
NB = ELECTRIC BOX
E.T.P.= ELECTRIC TRANSFORMER PAD.
ELEV.= ELEVATION.
ENCR.= ENCROACHMENT.
F.H.= FIRE HYDRANT.
F.I.P.+ FOUND IRON PIPE.
F.I.R.= FOUND IRON ROD
F.F.E.= FINISHED FLOOR ELEVATION.
F.N.D.= FOUND NAIL & DISK.
FT.= FEET.
FNIP.= FEDERAL NATIONAL INSURANCE PROGRAM.
F.N. = FOUND NAIL.
H.= HIGH (HEIGHT)
IN. &EG.+ INGRESS AND EGRESS EASEMENT.
L.B. = Certificate of Authorization L.B.#7806
L.P.= LIGHT POLE.
L.F.E.= LOWEST FLOOR ELEVATION.
L.M.E.= LAKE MAINTENANCE EASEMENT.
= MINUTES.
(M)= MEASURED DISTANCE.
2
z
NEtt/
N 1OTih 5t� rvr a -.
t08 Se°� lei #:1`�J
4
SUBJECT
PROPERTY •
)
1��s/ ,r... --•
of Maim,
NE 104th St
ABBREVIATION AND MEANING
MB = MAIL BOX
M.D. C. R.= MIAMI DADE COUNTY REOCRDS
M.E. = MAINTENANCE EASEMENT
M.H.= MANHOLE.
N.A.P.= NOT A PART OF.
NGVD = NATIONAL GEODETIC VERTICAL DATUM.
N.T.S.= NOT TO SCALE.
#-NO.= NUMBER.
0/S = OFFSET.
O.N.= OVERHEAD
O.X.L.= OVERHEAD UTILITY LINES.
O.R.B.= OFFICIAL RECORDS BOOK.
O.V.H.= OVERHANG.
PVMT.= PAVEMENT.
PL.= PLANTER.
PAL =
P.C.C.=
P.C.=
PT. =
POC. =
P.O.H.=
P.R.C.=
PMY =
PRM -
P.L.S.=
P.P.=
P.P.S.=
P.U.E.+
(R)+
RR.=
RES.=
R/IN -
RAD.=
RGE.=
R.O.E.=
PROPERTY LINE.
POINT OF COMPOUND CURVE.
POINT OF CURVE.
POINT OF TANGENCY.
POINT OF CONVINCEMENT.
POINT OF BEGINNING.
POINT OF REVERSE CURVE.
PARKWAY.
PERMANENT REFERENCE MONUMENT.
PROFESSIONAL LAND SURVEYOR.
POWER POLE
POOL PUMP SLAB
PUBLIC UTILITY EASEMENT
RECORD DISTANCE.
RAIL ROAD.
RESIDENCE.
RIGHT-OF-WAY.
RADIUS OR RADIAL.
RANGE.
ROOF OVERHANG EASEIM2IT.
SEC.+ SECTION.
STY.= STORY.
SWK.+ SIDEWALK.
S.I.P.= SET IRON PIPE
S.= SOUTH.
S.P. = SCREENED PORCH
e = SECONDS.
T = TANGENT.
TB = TELEPHONE BOOTH
TSB = TRAFFIC SIGNAL BOX
TSP = TRAFFIC SIGNAL POLE
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.
- 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, SETBACKS AND WILL BE RESPONSIBLE OF SUBMITTING
PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A 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 NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: 'AE'
COMMUNITY 120852 /PANEL 0308 / SUFFIX: L DATE OF FIRM: 09/I1/2009 BASE FLOOD ELEVATION.' B FEET.
THE SUBJECT PROPERTY DOES LIE IN A SPECIAL FLOOD HAZARD AREA.
CERTIFICATION:
VERONIQUE LESTRADE
l/
1<."
' A
;le Tercx•
NE I41Ih St
O too
NE 105th St
.zo(1
O. ow
NE IOmn St
117f.'
NE 109r051
S
NE 103td St
DO z
s
TNP = TOWNSHIP.
UTIL.= UTILITY.
U.E.= UTILITY EASEMENT.
U.P.= UTILITY POLE.
N.M.= WATER METER.
W.F. = WOOD FENCE.
W.S.= WOOD SHED.
W.R.= WOOD ROOF.
W.V.= WATER VALVE.
!)� = MONUMENT LINE.
g = CENTER LINE.
= CENTRAL ANGLE.
= ANGLE.
LEGEND TYPICAL
OVERHEAD UTILITY LINES
CBS = WALL (CBE).
- C.L.F. = CHAIN LINK FENCE.
• • • I.S. = IRON MINCE.
/• - - M.F. = WOOD FENCE.
• 0.00 - EXISTING ELEVATIONS.
SURVEYOR' S NOTES:
1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT
IN THE DESCRIPTION OF THE PROPERTY, IF NOT, THEN BEARINGS ARE REFERRED
TO COUNTY, TOWNSHIP MAPS.
2). ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF
1929 FLORIDA DEPARTMENT OF TRANSPORTATION BENCH MARK • B-28-RA.LOCATED
US-1 AND NE 105 STREET; ELEVATION 17.23 FEET OF N.G.V.D. OF 1929
3). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT.
4). CERTIFICATE OF AUTHORIZATION LB. 7808.
5). NORTH BASED ON PLAT NORTH
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SURVEYOR'S CERTIFICATION:
I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON,
HAS RECENTLY BEEN SURVEYED AND DRAWN UNDER MY SUPERVISION, AND COMPLIES W1TH
THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO 472.027, FLORIDA STATUTES.
BY:
05-0 24 012
CARLOS IBARRA (GATE OF FIELD WORK)
PROFESSIONAL LAND SURVEYOR NO.: 8770 STATE OF FLORIDA
(VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING
LAND SURVEYOR).
REVISED ON: 02-14-2013 REVISED SURVEY
REVISED ON: UPDATE & ADD CONSTRUCT. ELEV. 07-09-2013
REVISED ON: UPDATE & ADD CONSTRUCT. ELEV. 08-08-2013
REVISED ON: UPDATE 01-29-2014
L.B.# 7806 SEAL
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Fence Elevation
Scale: 1/2" =1-0"
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self -latching & latch height at 54I aff minimum.
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Draw`# Gate Details
Scale: 1/2" =
(Typical - Single or Double)
ID
DESCRIPTION
SIZE
REMARKS
( BD)
Board
116' x 11.3'or 6'
Tongue and Groove Board
( DR)
Drop Rod
1/2' 0 Rod
Rod wills guide, selftapping #10 x 314' Hex Head screws
( GF)
Gate Frame
2•4°
Fully welded mitered comers
( GP)
Gate Post
5'x5'
0.250 Wan
CI)
Hinge
-
Self Cbsing, self tapping #10 x 3/4' Hex Head screws
(HR)
Horizontal Rai
?xi' ar1.1/Ix 5.1/2'
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
1/10x12'
Galvanized steel pipe • •II
GENERAL NOTES (Design):
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• • • • •
• Design (Decorative barrier at grade) complies with the requirements of the FBC VW, 6th • • •
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 Wirti'Eve is > 75 • • •a)
mph. Gate is designed & engineered as a dual leaf but may also be a single leaf aainga gate • p)
•
post on each side with a latch and pair of hinges. : • •
• Gate may be installed single or double up to the maximum widths of each leafy
• The design of this fence is to be used for perimeter enclosure of spaces at gratlgdhly+• and
shall not be used for applications that require safety rails or barriers.
• POOL ENCLOSURES ONLY: R4501.17.1.5 - Where the barrier is composed of horizontal
and vertical members and the distance between the tops of the horizontal members is 45
inches or more, spacing between vertical members shall not exceed 4 inches. Where there
are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1
3/4 inches in width.
• 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 comers are to be fully welded.
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GENERAL NOTES (Installation):
• POST @ GRADE: Anchored in (2,500 psi) concrete.
GENERAL NOTES (Materials):
PVC:
• All PVC extrusions shall be made of PVC Resin ASTM 1784 unless noted otherwise. Flexural
Strength = 9,700 psi.
CONCRETE:
• All concrete used for footings or post grout shall reach a compressive strength of 2,500 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 accordance with manufacturers recommendations.
• Drop rod may be pipe style or pre -manufactured style.
5'x5"x.150"
Post (LF')
1-1/2"
Rail Crimp Notch Detail
Rail (Any Type)
Rail notch (crimp)
Drawing# Component Schedule and General Notes
1 Scale: Not to Scale.
d shall not be reproduced in whole or in part without express written permission.
n here is the copyrighted property of John Scott Conner, AIA
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