FW-18-2527Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: FW-09-18-2527
Permit Type: Fence/Wall
`
T.
�, �- work Classification: Ornamental/Metal
Permit Status: Approved
Issue Date:11/28/2018 ( Expiration: 04/01/2019
Location Address Parcel Number
601 GRAND CONC, Miami Shores, FL 33138 1132060172140
Contacts
CARLOS FELIPE LEMOS Owner WARRIOR CONSTRUCTION GROUP INC Contractor
601 GRAND CONC, MIAMI SHORES, FL 33138 EZRA SCRIVANICH
14121 SUMMERVILLE PL, DAVIE, FL 33325
Business: 9544102829
Description: ALUMINUM ROLL GATE AT DRIVEWAY 6HIGH Valuation: $ 1,500.00 Inspection Requests:
r-762-4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Technology Fee
$2.50
Wire and Wood Fence Fee
$50.00
Total:
$152.10
Payments
Date Paid Amt Paid
Total Fees
$152.10
Credit Card
11/28/2018 $152.10
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 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. Futhermore, I authorize the above named contractor to do the work stated.
0 G\L 7,> A J S(ZDqZ�l /1'/28/-01X
Authorized Signature: Owner / Applicant / Contractor / Agent
November 28, 2018 Page 2 of 2
BUILDING
PERMIT APPLICATION
Miami Shores Village RECEIV
Building Department SEP E°
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 a
1
Tel: 305 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 (04\
FBC 20 L"l
Master Permit NolG'-Ij I S
0 BUILDING ❑ ELECTRIC ❑ ROOFING
Sub Permit No.
❑ REVISION ❑ EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 601 Grand Concourse, Miami Shores, FL 33138
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:11-3206-017-2140 Is the Building Historically Designated: Yes NO X
Occupancy Type: RES-SF Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Carlos F. Lemos
Address:601 Grand Concourse
City: Miami Shores
State: FL
Phone#3C6 -1Vo- iys--7
ip: 33138
Tenant/Lessee Name. N/AA Phone#:
Email: o=>0g-430�_t- C9 q
CONTRACTOR: company Name: Warrior Construction Group, Inc.
Address: 14121 Summerville Place
City: Davie State: FL
Qualifier Name: Ezra Scrivanich
State Certification or Registration #: CGC-1520315
DESIGNER: Architect/Engineer: N/A
hone#: 954-410-2829
Zip: 33325
hone#: 954-410-2829
Certificate of Competency #:
hone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work: 21A
Type of Work: ❑ Addition ❑ Alteration ❑■ New ❑ Repair/Replace ❑ Demolition
Description of Work: Installation of Aluminum Roll Gate (6'H x 24'W) at Driveway entrance, as per attached Survey and Plan.
Specify color of for thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
, Bonding Company's Name (if applicable) N/A
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable) N/A
Mortgage Lender's Address
City
State
Zip
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 rei ection fee will be charged.
R`
Signature C Signature
OW R or AGENT NTRACTOR
The foregoing instrument was acknowledged before me this
The foregoing instrument was acknowledged before me this
day of (;e� r 20 1 by
I N-l" day of �`7p,�r� no r 20 1!j�, by
Carlos F. Lemos who i ersonally kno to
Ezra Scrivanich who is personally known to
me or who has produced as
me or who has produced as
identification and who did take an oath.
identification and who did take an oath.
NOTARY PUBLIC:
"""'
-x
NOTARY PUBLIC: ``24.�raY'?lAnnalise Hayes
COMMIS610N # FF178555
EXPIRES: Nov. 20, 2018
Sign:
Sign:
Print:
Print:
KRISTINE7AWANIUSeal: ;io�ay P"aeZ Notary Public -
Seal:
Commission
f f;"
P;c My Comm. Expi0OF
F 0,
F�Bonded through N.
nn
7w
�6
APPROVED BY Plans
Examiner ! Zoning
(Revised02/24/2014) 04A b,�
Structural Review
lVaLiC r)pkk
Clerk
Miami shores Village
Building Department
10050 N.E.2nd Avenue
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 BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature: C.
ner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this day of e a e f , 20�.
By L6 who =personallyme or has produced
as identification —
Notary: ,
PRY PVB, KRISTINE ASCANIO
Notary Public -State of Florida
SEAL: : : •E Commission # FF 953950
'rF °��� My Comm. Expires Apr 25, 2020
"'� Bonded through National Notary Assn.
_Mzx�_ IM1it
CONYMUCITORT
GR UP
Florida State -Certified General Contractor
Licensed & Insured
Lic. No. CGC1520315
14121 Summerville Place I Davie, FL 33325
(954) 410-2829
Before me this day personally appeared Ezra Scrivanich, the qualifying agent for Warrior
Construction Group, Inc., Contractor Lic. No. CGC-1520315, who being duly sworn,
deposes and says:
That he or she will be the only person working on the project located at:
By:
a Sc • anich
Vice -President
Warrior Construction Group, Inc.
Date:
ACKNOWLEDGMENT:
Sworn to and subscribed before me on the a day of C%)Obey""' 2018,
who is personally know to me.
Notary, print nam
Notary signature:
Notary Public Stamp:
irat o ••
r%8••" ? MICHELE C. GRANT
MY COMMISSION # GG 109M
• Ai
EXPIRES: May 31, 2021
Bonded rhru Notary PON, U
9/10/201 Miami -Dade Official Records - Print Document
y
CFN: 20150458467 BOOK 29699 PAGE 3310
DATE:07/16/2015 12:48:02 PM
DEED DOC 7,500.00
HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY
Prepared bv:
Andrew E. Feldman
Clear Title Services, Inc.
1111 Kane Concourse Suite 209
Bay Harbor Islands, FL 33154
Return to:
Broad and Cassell
7777 Glades Road, Ste 300
Boca Raton, FL 33434
[Space Above This Line For Recording Data]
Warranty Deed
This Warranty Deed made this day of July,' 2015 between Paul Majoros and Mildred Majoros, husband
and wife whose post office address is 5621 Alton Road, Miami Beach, FL 33140, grantor, and Carlos Felipe Lemos and
Nicole Olinger Brofman, husband and wife whose post office address is 601 Grand Concourse , Miami Shores, FL
33138, grantee:
(Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of
individuals, and the successors and assigns of corporations, trusts and trustees)
Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO1100 DOLLARS ($10:00) and other
good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged,
has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land,
situate, lying and being in Miami -Dade County, Florida to -wit:
Lot 13 and the West 20 feet of Lot 14, Block 103 of AMENDED PLAT OF MIAMI SHORES
SECTION NO. 4, according to the Plat thereof as recorded in Plat Book 1.5, Page 14 of the Public
Records of Miami -Dade County, Florida.
Parcel Identification Number: 11-3206-017-2140
SUBJECT TO:
1) Taxes for the year 2015 and subsequent years and all applicable zoning ordinances and
governmental regulations.
2) Conditions, restrictions, limitations, and easements of record, if any, but without the intention of
reimposing same.
Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the
grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said
land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all
encumbrances, except taxes accruing subsequent to December 31, 2014.
DoubleTime®
https://www2.miami-dadeclerk.com/OfficialRecords/PrintDocument.aspx?QS=YaoUfOzxry1 OmmBu313Gn10UaNuwaGJgamhOFVoBwwyjxdPLV3K62Qj... 1 /2
9/10/201" Miami -Dade Official Records - Print Document
L f A
CFN: 20150458467 BOOK 29699 PAGE 3311
In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written.
Signed, seale�8vekvgred in our presence:
v.... ,.- a 1J_
L
Witness Name:
State of Florida
County of Miami -Dade
(Seal)
Mildred Majoros
The foregoing instrument was acknowledged before me this 5—
personally known or [X] has produced a driver's license as identification.
[Notary Seal]
� .1K. GEROLD VAN DER VLUGT
*` E MY COMMISSION # FF 077578
�,•'� EXPIRES: February 7, 2018
Bonded Thru Notary Pubrio Undowhera
My Commission Expires:
State of Florida
County of Miami -Dade
7K•c
The foregoing instrument was acknowledged before me this _�_ _ day of Jam, 2015 by Mildred Majoros, who L] is
personally known or [X] has produced a driver's license as identifi ation.
&J L
[Notary Seal] Notary Public
W COMMISSION I EE 15ee53
'
,R� 1a r
EXPIRES' Januaaryry 3, 2018
Banded Tluu Nolary Public Undetw bm
Warranty Deed - Page 2
Printed Name:
My Commission Expires:
DoubleTime®
https://www2.miami-dadecierk.com/OfficialRecords/PrintDocument.aspx?QS=YaoUfOzxryl OmmBu3l3GnIOUaNuwaGJgamhOFVoBwwyjxdPLV3K62Qj... 2/2
9/10/2018 Propertv•• • D.•CountV
-
,r' o
OFFICE OF THE PROPERTY APPRAISEIR
t o�e
Summary Report
Property Information
Folio:
11-3206-017-2140
Property Address:
601 GRAND CONC
Miami Shores, FL 33138-2473
Owner
CARLOS FELIPE LEMOS
NICOLE OLINGER BROFMAN
Mailing Address
601 GRAND CONCOURSE
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1300 SGL FAMILY- 2801-3000 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds I Baths I Half
3/2/1
Floors
2
Living Units
1
Actual Area
2,968 Sq.Ft
Living Area
2,244 Sq.Ft
Adjusted Area
2,396 Sq.Ft
Lot Size
14,324.7 Sq.Ft
Year Built
1938
Assessment Information
Year
2018
2017
2016
Land Value
$504,147
$504,147
$458,315
Building Value
$386,954
$391,506
$396,059
XF Value
$10,603
$10,716
$10,828
Market Value
1 $901,704
$906,369
$865,202
Assessed Value
1 $901,704
$883,371
$865,202
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes Cap
Assessment Reduction
$22,998
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
6 53 42 PB 15-14
AMD PL MIAMI SHORES SEC 4
LOT 13 & W20FT LOT 14 BLK 103
LOT SIZE 110.190 X 130
OR 19293-1009 09 2000 1
Generated On: 9/10/2018
Taxable Value Information
2018
2017
2016
County
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
1 $851,704
$833,371
$815,202
School Board
Exemption Value
1 $25,000
$25,000
$25,000
Taxable Value
$876,7041
$858,371
$840,202
City
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
1 $851,704
$833,371
$815,202
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$851,704
$833,371
$815,202
Sales Information
Previous
OR
Price
Book-
Qualification Description
Sale
Page
07/15/2015
$1,250,000
29699
Qual by exam of deed
3310
10/16/2009
$473,500
27059
Qual by exam of deed
4814
09/01/2000
$325,000
19293
Sales which are qualified
1009
01/01/1997
$0
18108-
Sales which are disqualified as a result of
4884
examination of the 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/discialmer.asp
Version:
PREPARED BY: • • .. • _i • • • • • •
Land Surveyors, Inc.
Toll Fr )
PROPERTY ADDRESS: O
FIELD WORK DATE: 6/18/2015 91115
R 1506.2758 P &R
BOUNDARYSURI/EY
MIAMI-DADECOUNTY
FENCES WAL
INSTALLED ON A
rN CANS,40
C-/
R= / 949.09'(P4C)
L= 56.29(D) 88.04(C)
A = 2 35'44'(C) 2 35'17-(Q
5 73 2459' W, BB.29(C)
5 724847'W. M.03tQ
C-2
R= 25.00'(P4M)
L= 46.92'(P) 47- 19(M)
o = 107 31'24YP) 10,506'55YM)
5 54'07-11'E, 40.33fP)
5 5439'16'E 40.49'(M)
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• SURVEY
NUMBER: FL1506.2758
0 6125/2015)
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o = 2 20'53YD) 2'19'34 (C)
N 73 39'16' E 65.19W) 1 1
N 72 55'13' E, &4.40(C)
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43
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l hereby ce IF oundary Survey of the
hereon des > d e os been mode under
MY directi pnd,o thet of my knowledge NOTE5:
FENCE OWNER5111P NOTand belief t�� ccurate representation f 40 o zo ao
of a sury meets minimum technical
standards foftluRv th P lorida Board of
Professional eyors a oppers in Chapter GRAPHIC WALE In Feet)
5,1-17 of the B inistrative Code. 1 inc = 40' ft
RONALD W. WALLING
State of Florida Professional Surveyor and Mapper BLDG.
License No. 6473
Use ofThis Survey for Purposes other than Intended, Without Written Verification, will beat the Us IjCeVVecpq E9I 13 P'�%ITH Al.l FEDERAL
' Nothing hereon shall be Construed to Give ANY Rights or Benefits to An one ther t an ose eru e
FLOOD INFORMATION: Ij POINTS OF INTEREST
REPORT OF SURVEY
• . • FL=5062713 Tit s is gage 2 of 2 and is not valid without all pages.
LEGAL DESCRIPTION:
LOT 13 AND THE WEST 20 FEET OF LOT 14, BLOCK 103 AMENDED PLAT OF MIAMI SHORES SECTION NO. 4, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
• • • • • • • •• • •
• • • • • • • • • • •
• • •• • ••• • • •
• •• ••• • ••• •
JOB SPECIFIC SURVEYOR NOTES: • • • • • • • •
THE BEARING REFERENCE OF NORTH 00 DEGREES 00 MINUTES 00 SEOONDSEASTiISlUEIS ON THC EASTERLY PROPERTY LINE OF LOT 13
AND THE WEST 20 FEET OF LOT 14, BLOCK 103, LOCATED WITHIN A"ENDED PLAIT Of "ANN SHORES SECTION NO. 4, ACCORDING TO THE
DEED THEREOF, AS RECORDED IN OFFICIAL RECORD BOOK 27059, PAGE 4814, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
GENERAL SURVEYOR NOTES:
1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership.
2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map.
3. If there is a septic tank, or drain field shown on this survey, the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection,
probing rods, and visual above ground inspection only. No excavation was performed in order to determine the exact and accurate location.
4. This survey is exclusively for the use of the parties to whom it is certified.
5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties.
6. Dimensions are in feet and decimals thereof.
7. Due to varying construction standards, house dimensions are approximate.
8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at www.fema.gov.
9. All corners marked as set are at a minimum a %"diameter, 18" iron rebar with a cap stamped LB#7337.
10. If you are reading this survey in an electronic format, the information contained on this document is only valid if this document is electronically signed as specified in
Chapter 5J-17.062 (3) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is
sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. If this document is in paper format,
it is not valid without the signature and original raised seal of a Florida Licensed Surveyor.
11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property.
12. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field
location, and may not represent the actual shape or size of the feature.
13. Points of Interest (POI's) are selected above -ground improvements which may be in conflict with boundary, building setback or easement lines,
as defined by the parameters of this survey. There may be additional POI's which are not shown, not called -out as P01's, or which are otherwise
unknown to the surveyor.These P01's may not represent all items of interest to the viewer.
14, Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements.
15. The information contained on this survey has been performed exclusively, and is the sole responsibility, of Exacta Surveyors. Additional logo or references to third party firms are for
informational purposes only.
16. Pursuant to F.S. 558.0035, an individual employee or agent may not be held individually liable for negligence.
17. House measurements should not be used for new construction or planning. Measurements should be verified prior to such activity.
LEGEND:
5URVEYOK5 LEGFND
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AC
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T.O.B.
TOP OF BANK
WALL OR PARTY WALL
C.O.
CLEAN OUT
Olt.
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TOWNSHIP
TRANSFORMER
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Typ.
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es
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AN.E.
ANCHOR EASEMENT
5YMB0L5:rwmonvyQl
ENT.
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PG.
PAGE
C.M.E.
CANAL MAINTENANCE ESMT
® BENCH MARK
g CINIEBJNC
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EDGE OF PAVEMENT
P.H.
FL5
POINT OF INTCR5ECnON
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TECHNOLOGICAL UTILITY ESMT.
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ELECTRONIC SIGNATURE:
In complete accordance with Florida Statute 472025 and Pursuant to
the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX,
Chapter 668, if this document was received electronically via PDT,
then it has been lawfully Electronically Signed. Therefore, this survey
PDF, if authentic, is completely official and insurable. In order to validate
the-Flectronic Signature of PDF surveys sent via ww.. - - veystars-gym,
PRINTING INSTRUCTIONS:
1. While viewing the survey in Adobe Reader, select the
"Print" button under the "File" tab.
2. Select a printer with legal sized paper.
3. Under"Print Range", click select the "AIL"toggle.
OFFER VALID ONLY FOR:
CARLOS FELIPE LEMOS AND NICOLE OLINGER
BROFMAN
r-- - - - - - - - - -
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WELDED ALUMINUM ROL-1N6:iZ;?4:;•MASTER PLAN SHEET_
(NON-STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATIaN (FEATTERRAN 15ROUND•Lel/EL ONLY) NOT FOR POOL APPLICATIONS
LATCH POST
(SEE ROLLER DETAIL)
a
/EXISTING BARRIERO/
o / OR FENCE
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�CHAI� E6� • ' • • • • • • •
GATE -MAY BE f 1 " • • • • 0 G • • • • \
PRESSED POINT
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SPACED TO
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m / /
GATE OPENING
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3 KSI CONCRETE IN
2"X3"Xe" TUBE FOR UP TO 25'
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MAY VARY (4"+- TYP.)
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PLAN VIEW EXISTING FOOTER BY OTHERS
(MIN. 24" 0 X 30" DEPTH)
PLATES WITH ELITE I
V-GROOVED SEALED I
I
BEARING
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NOTE: GATE TO REMAIN IN
DRAWING VALID ONLY WITH
FRANK L. BEN
PE# 0046549
SECURED POSITION DURING
WINDSTORM EVENTS >75MPH
ORIGINAL SIGNATURE AND
RAISED SEAL. VALID FOR (1)
I
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SUSTAINED
GENERAL
GATE AT (1) LOCATION PER
NOTES SEALED DRAWING
8.1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH DI
2" x 2" X 1' 6061-1'6 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) AS WELL 23
ALUMINUM FRAME, AS THE REQUIREMENTS OF.UL325 & ASTM F2200. A
TYP 2. DESIGN BASED ON ASCE 7-10 USING>Vw,E,,,115MPH / V„a=90MPH (3 SEC GUST, UP TO NOTICE: IF T
6'-OzWITHIN HVHZ)`EXPOSURE'C', RISK CATEGORY'I, USING THE 'OPEN SIGN NOT CONTAIP
METHOD' _. SIGNATURE
3. THEZFERATOR IS INTENDED FOR- INSTALLATION ONLY ON GATES USED FOR VEHICLES. IF THERE IS A I
P.E.
IGO
`V
)18
P.E. APPEARS BdOW
)70, P.E.
PEDESTRIANS MUST;BE SUPPLIED WITH,A SEPARATE ACCESS OPENING. SIGNATURE ON SHEET 1, THIS
4. CONTROLS MUST BE AT LEAST 7FEET FROM'THE GATE SO THAT THE USER IS PREVENTED SHEET IS PART OF A DIGITALLY
MUST ALSO FROM COMING _1N CONTACT WITT THE GATE WHILE OPERATING THE CONTROLS. SIGNED FILE, SHALL REMAIN IN
2" X 2" X CONTROLS INTENDED TO,BE USED TO RESET,AN OPERATOR AFTER 2 SEQUENTIAL DIGITAL FORMAT, & PRINTED
B OLLOW COPIES OF THIS DOCUMENT
12" TAIL 6061-T6 ALUMINUM ACTIVATIONS OF -THE ENTRAPMENT PROTECTION DEVICE OR DEVICES MUST BE LOCATED ARE NOT CONSIDERED SIGNET
/ UL 325 IN THE LINE-OF-SIGWOF THE GATF�OWTDOOR OR EASILY -ACCESSIBLE CONTROLS
AND SEALED. IF THERE IS E
SIDE FRAME, TYP SHALL HAVE A SECURITY FEATURE,TO PREVENT UNAUTHORIZED USE.
, a DIGITAL SIGNATURE ON SHEET 1
-/ -� J 5. WARNING SIGNS MUST BE -ON BOTH SIDES O THE -GATE. ALL WARNING SIGNS MUST BE OR THIS SHEET DOES NOT
INSTALLED.WVERE VISIBLE IN.THE AREA OF THE GATE. CONTAIN AN ENGINEER'S
EXISTING BARRIER' 6. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO ORIGINAL SIGNATURE & SEAL,
OR FENCE it DECORATIVE BARRIER PURPOSES" ONLY. NOT FOR POOL APPLICATIONS. THIS FENCE IS THIS SHEET IS A COPY/DRAFT.
NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL rn
RAILINGS. LJ N
FROM PRODUCT
BASE TO EGFASTENERSITO BE,;#12 Xi3/�"•OR GREATER 2024;T,1, 18-8 SERIES 300 Z a O
INON-MAGNETIC}STAWCESS•STEELTOR CADMIUM PLATED�OR-OTHERWISE CORROSION I,.I U
4'0" HEIGHT RESISTANT MATE;RUAL-ANDgSHALL-COMPLY,IWITH-THE-ALUMINUM ASSOCIATION INC., & fi
FROM GROUND APPLICABLESFEDERALIS7ATE,IAND-LACAL-CODES.y � cl r�J^J W N M O
/ p ALL GATE B. ALL-.EXTRUDED,MEMBERS SHALL+BE AWMINUMaALLOY TYPE 6061-T6 OR BETTER, U.N.O. W rEj U LL w fA m
I / SPACING 9. ALL CONCRETE AND EPDXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI W VVVVJJJJ LL (1) `^ - N #
SHALL BE NO IN 7 DAYS. CONCRETE SHALL CONTAIN MIN 0.1% FIBERMESH ADMIXTURE PER CY. LY 11 � O = M W 1 _
MORE THAN 10. SURROUNDING SOIL TO BE COMPACTED TO 95% OPTIMUM DENSITY, 2000 PSF MIN AND Z � W W (3 az 0. s
2-1/4" — �I SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION PER FBC F- > Q W
1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. a Q W w L7 LLO
11, ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 2O14 FBC SECTION Z Z
_ \ 2003.8.1.4 WITH WELD FILLER ALLOYS MEETING ANSI/AWS A5.10 STANDARDS TO Z %< d
ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN 111 X N 0 Z W W
MANUAL PART I -A, TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE IN W V " W m Lu Z U
URB ''� r, s j 'GROUND POST CONFORMANCE WITH THE TOLERANCES, QUALITY AND METHODS OF CONSTRUCTION AS ., m OJ `"
ION)' — _ \ %�/�! (SEE,11 DETAIL) SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN WELDING SOCIETY'S U- ` 3 6
I STRUCTURAL WELDING CODE -ALUMINUM (D1.2). MINIMUM WELD IS }'e" THROAT FULL � L a = W
. 1 SH" MTV•, PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. O Lu W w
T_P. 12. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR 0 0
_ MATERIALS TO PREVENT ELECTROLYSIS. r-1
13. ANY HINGE AND LATCH SHALL BE STRUCTURAL QUALITY MOLDED POLYMERS OR ZINC
- Jl �• COATED METALS AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS C
f SINGLE GROUND POST OPTION & ANY APPLICABLE CODES.
14. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. DW
X'A 3`k0..-1 5" P S\ _ �� 15. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. 14 0
USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS 0
6" NONsMA THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES z U
'- •+ G GUIDE ROLLERS WITH RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION HI t. (7 _
AXLE & W ELDE!D ALUM BRACKETS PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & W W Z Z
N �. ITQ°POST OR-ANCHORED+TO-, FROM DEVIATIONS OF THIS PLAN. 1- _ ' ' 0
"' " 16, THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. Q N
EXISTIN�GrCON.CRETEjWALL�WUHJ INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND QZ
(-2)X 4" WEDGETANCHORS TO MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE J Z g m W
i IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS Q J Q LU
Fv,II LED CBS
ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY
V-TRACK AS VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK Q 0 W
4" V-GROOVE WHEEL PER DETAIL SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING 0' Q 0 LA
EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK W LL
\ UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF Q
i\ EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
24" X 30" 3KSI ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE J N
\� \ CONCRETE FOOTING OUR CERTIFICATION. W
+•,. IN WELL COMPACTED 17. EXCEPT AS EXPRESSLY_PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
SOIL AFFIRMATIONS 'ARE INTENDED.. ,
� ` ----,CONCRETE CURB OPTION
DOUBLE GROUND POST OPTION
3" X 3" X 1.25" ALUMINUM LV-TRACK
SQUARE TUBE GATE/GUDE = J N
ROLLER POSTS 0 U.
L �PLA1 ES WITH ELITE 3 o
3" NON -MAR NYLON �V ,GROOVED SEALED BEARING c > W
GUIDE ROLLERS WITH WHEEL WITH V-TRACK S
AXLE & WELDED ALUM CONCRETE "' W
BRACKETS TO POST , ' I? 21 o
V-TRACK AS URB
"' CV �av 1'X 11X��3/•lb"SAL MANGLE WELDED Y ? o
4" `/-GROOVE PER DETAIL �" 11 ..TO, 3--WIDE CONT. 4" FLAT BAR
WHEEL F-x�6" �1.' Sc TOCK-V-TRACK PART w
COMH
NCRETE'
FIN. GRADE CURB COPYRIGHT ENGINEERING EXPRESS*
\ 18-5797
WELL COMPACTED �M (1) #5 BAR
SOIL CONTINUOUS, (2) ROWS" X 3"
3 KSI CONCRETE CENTERED TAPCON ANCHORS SCALE:
24" 24", / IN WELL OR EQ. 24" MAX O.C. of
COMPACTED
SOIL
. . ... . . . ...
Installation! N!a6iM* *I f[ok.the
V sysirEws
PROFESSION *'IL4bdid E"im"IrIAL
Slide Gate Operator System
PROFESSIONAL INSTALLATION RECOMMENDED!
AWARNING! A
This equipment is similar to other gate or door equipment and meets or exceeds
Underwriters Laboratory Standard 325 (UL 325). However, gate equipment has
hazards associated with its use and therefore by installing this product the installer
and user accept full responsibility for following and noting the installation and
safety instructions. Failure to follow installation and safety instructions can result
in hazards developing due to improper assembly. You agree to properly install this
product and that if you fail to do so Gates That Open, LLC, ("GTO") shall in no event
be liable for direct, indirect, incidental, special or consequential damages or loss of
profits whether based in contract tort or any other legal theory during the course
of the warranty or at any time thereafter. The installer and/or user agree to assume
responsibility for all liability and use of this product releasing Gates That Open, LLC,
from any and all liability. If you are not in agreement with this disclaimer or do not
feel capable of properly following all installation and safety instructions you may
return this product for full replacement value.
READ ALL INSTRUCTIONS CAREFULLY AND COMPLETELY before attempting to
install and use this automatic gate operator. This gate operator produces a high level
of force. Stay clear of the unit while it is operating and exercise caution at all times.
All automatic gate operators are intended for use on vehicular gates only.
E® This product meets and exceeds the requirements of UL 325, the standard which
I% us regulates gate operator safety, as established and made effective March 1, 2000, by
Underwriters Laboratories Inc.
me
GATES THAT OPEN, LLC
For more information on the GTO/ACCESS SYSTEMS full line of automatic gate
operators and access controls visit our website at www.gtoaccess.com.
02012 Gates That Open, LLC Printed in China for Gates That Open, LLC. RB270 04.26.12
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NOV 15 2018
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