FW-20-9Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Permit NO.: FW-01-20-9
G r —»- ,"r �} Permit Type: Fence/Wall
Work Class
ificatfon: Ornamental/Metal
Permit Status: Approved
Issue Date: 01/21/2020 L
Expiration: 07/20/2020
Parcel Number
955 NE 92ND ST, Miami Shores, FL 33138 1132060060050
Contacts
ERIC FLECHET Owner
955 NE 92 ST, MIAMI SHORES, FL 33138
ARTEMISA FENCE & ORNAMENTAL INC Contractor
EDUARDO VALDES
Business: 3052210214
Other:3059702199
Description: INSTALLING METAL FENCE, SELF CLOSING GATES Valuation: $ 2,600.00 Inspection Requests:Inspect 4949
TotalSq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.80
DBPR Fee
$2.37
DCA Fee
$2.00
Education Surcharge
$0.60
Planning and Zoning Review Fee
$35.00
Scanning Fee
$15.00
Structural Review ($45)
$45.00
Technology Fee
$3.95
Wire and Wood Fence Fee
$108.00
Total:
$263.72
Payments
Date Paid Amt Paid
Total Fees
$263.72
Check # 1976
01/21/2020 $213.72
Check # 1932
01/03/2020 $50.00
Amount Due:
$0.00
h
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 AFFIDAV I I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating con nd zoning. Futhermore, I authorize the above named contractor to do the work stated. s u a
- RC6 ( �('�?O( ce Ild 1 1 "570
Authorized ign tub : Owner / Applicant / Contractor / Agent Date
January 21, 2020 Page 2 of 2
Miami Shores Village
1
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BUILDING
PERMIT APPLICATION
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
.BAN 0 3 2020
FBC 201-' Lotv'
Master Permit No. FW- QI — 2.0 "�
Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: qJ 5 A] e SL 5+ _
City: Miami Shores County: �� Miami Dade Zip:
Folio/Parcel#: — 3;�0(D'CC(,i'CQ S0 Is the Bui4nj Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: � lood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): CLL (i( -1'� p,��Q,� t ID it done#:
Address: y n `"I-55 K � .9 � `�-1 Q
City: I V\m '5'1^yC_K > State: Zip:
Tenant/Lessee Name: Phone#:
Email
CONTRACTOR: Company Name: A Phone#:
Address: AM( E!�3 A-✓_
City: State: Zip:�(�
Quall
State Certification or Registration #: Certificate of Competency #: (9
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
1 � 1
Value of Work for this Permit: $ at (000 Square/Linear Footage of Work: 1 )c _`
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of color thru tile:
Submittal Fee $ G Permit Fee $ CCF $ 0 CO/CC $
Scanning Fee $ I5•oo Radon Fee $ `• W DBPR $ Z • a;1* Notary $
Technology Fee $ 3. 1 5 Training/Education Fee $ 0- LO 0 Double Fee $ 10
Structural Reviews $
:►qn n 1 A8•. 36
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $ I �.
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
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 a proved and a reinspection fee will be charged.
Y
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
3 day of 6el- 20 ( C by
AE �OL , who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:_4-1
1�. � MARLENt VALVU
Seal: ��; Notary Public - State of Florida 1
Commission N GG 204098
My Comm. Expires Apr S. 2022
6ended through National Notary �s "• i
***********
APPROVED BY
(Revised02/24/2014)
***********
The foregoing instrument was acknowledged before me this
�II day of G''ew/ 20 (c by
t 9 �LfJ who is personally known to
as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: G /
Print:
Zvi
E
`f• Notary Public - State of Florida
Seal: 1• •'
e`' Commission N GG 218945
orr� ," My Comm. Expires May 16. 1022
Bonded through National Notary Assn.
`
Plans Examiner
` Zoning
Structural Review
Clerk
OFFICE
OF PROPERTY A
Summary Report
Property Information
Folio:
11-3206-006-0050
955 NE 92 ST
Property Address:
Miami Shores, FL 33138-2910
ERIC FLECHET &W
Owner
MARIA EUGENIA SPAGNOLI
955 NE 92 ST
Mailing Address
MIAMI SHORES, FL 33138-2910
PA Primary Zone
_
0900 SGL FAMILY - 1901-2100 SQ
.........._....... .... ............ ...... __......... .._..... __.
. _ _ .._..
0101 RESIDENTIAL - SINGLE
Primary Land Use
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
_....._._............................ ......_._.__._...................... .................
__......................._
Living Units
1
Actual Area
1,997 Sq.Ft
Living Area
1,598 Sq.Ft
Adjusted Area
1,781 Sq.Ft
Lot Size
14,000 Sq.Ft
Year Built
1954
Assessment Information
Year
2019
2018
2017
Land Value
$377,775
$377,775
$377,775
Building Value
XF Value
_..._..__ _. ............. ._._ _ ..
Market Value
$123,958
$19,567
_.
$521,300
$123,958
$19,737
..... _..._
$521,470
$123,958
$19,907
_.. .......
$521,640
Assessed Value
$521,300
$521,470
$422,898
Benefits Information
Benefit Type 2019 2018 2017
_....__._.__._..... _....... __...._.............._._._.._.__.............._..._.._............_ .......... _...................__-, ...__._._............
Non -Homestead Cap Assessment Reduction 1 $98,742
Homestead Exemption $25,000 $25,000
Second Homestead Exemption $25,000 $25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
GOLDEN GATE PK AMD PB 7-54
LOTS 5&6
LOT SIZE 100.000 X 140
OR 19829-0724 08 2001 1
COC 25923-2321 08 2007 1
Generated On : 12/23/2019
Taxable Value Information
2019 2018 2017
County
Exemption Value
$50,000
$50,000
$0
Taxable Value
1 $471,300
$471,470
$422,898
School Board
__........ _..... ... ._._............ ._....... ..._ ............._
Exemption Value
._..__.._..................._................._._..
$25,000
........ _.......__..._.
$25,000
_.._.__.______ ..0..
$0
Taxable Value $496,300
$496,470
$521,640
City
........... _...... _............_. ._.._._.._._.........__....._....._...__...._._
_..._._.._.._.._._................._....
Exemption Value $50,000
$50,000
$0
Taxable Value
1 $471,300 $471,470
$422,898
Regional
Exemption Value
$50,000
$50,000
$0
Taxable Value
$471,300
$471,470
$422,898
Sales Information
Previous Sale
08/01/2007
Price
$555,000
OR Book -Page
25923-2321
Qualification Description
Sales which are qualified
08/01/2001
$247,000
19829-0724
Sales which are qualified
06/01/2000
$210,000
19250-4069
Sales which are qualified
11/01/1998
$173,000
_ 18361-291
Sales which are qualified -'
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:
MIAM1•MIAMI-DADE COUNTY
DADE
CONSTRUCTION LIEN LAW FOR OWNERS
NOTE: IF YOU SIGNED AS THE OWNER'S AGENT YOU ARE RESPONSIBLE FOR DELIVERING
THIS INFORMATION SHEET TO THE OWNER OF THE PROPERTY.
WARNING TO OWNER
Florida's Construction Lien Low (Chapter 713, Part One,
Florida Statutes) requires the recording with the Clerk of the
Courts a Notice of Commencement for real property improvements
greater than $2,500.00, However, it does not apply to the repair
or replacement of an existing heating or air conditioning system
less than $7,500.00 in value. This notice must be signed by you,
the property owner.
Under Florida law, those who work on your property or
provide materials and are not paid, have a right to enforce their
claim for payment against your property. This claim is known as
a construction lien.
YOU MUST FILE A NOTICE
OF COMMENCEMENT
For your protection under the Construction Lien Law and to
avoid the possibility of paying twice for improvements to real
property, you must record a Notice of Commencement in the
Clerk of the Court's Office. You also must provide a certified copy
of the recorded document at the construction site. The Notice of
Commencement must be signed by you, the owner contracting
the improvements, and not by your agent.
The Notice of Commencement form, provided with this
information packet, must be completed and recorded within 90
days before starting the work.
A copy of the payment bond, if any is required by you and
purchased by the contractor, must be attached as part of the
Notice of Commencement when recorded.
If improvements described in the Notice of Commencement
are not actually started within 90 days after the recording of the
Notice, a new Notice of Commencement must be recorded.
You lose your protection under the Construction Lien law if
the payments are made to the contractor after the expiration of
the Notice of Commencement. The Notice is good for one year
after the recording date or up to the date specified under item
nine of the form.
Florida law requires the Department of Regulatory and
Economic Resources to be a second source of information
concerning the improvements made on real property. The
Building Permit Application (included with this packet) has been
expanded to include information on the construction lender and
the contractor's surety, if any. The new application requires your
signature or your agent's, to inform you of the Construction Lien Law.
YOU MUST POST THE NOTICE OF
COMMENCEMENT AT THE JOB SITE
By law, the Department of Regulatory and Economic
Resources is required to verify at the first inspection, after the
building permit is issued, that a certified copy of the recorded
Notice of Commencement, with attached bonds if any, is posted at
the construction site. Failure to show the inspector a certified copy
of the recorded Notice will result in a disapproved inspection,
(Florida Statute 713.135(1)(d)).
NOTICE TO OWNER FROM
SUBCONTRACTORS AND SUPPLIERS
You may receive a Notice to Owner from subcontractors
and material suppliers. This notice advises you that the sender
is providing services or materials. Subcontractors and suppliers
must serve a Notice to Owner within 45 days of commencing
work to preserve their ability to lien your property.
If your address changes from that given in the Notice of
Commencement, you should record a corrected Notice reflecting
your current address. This is done to help ensure you will receive
all notices.
RELEASE FROM LIEN FROM CONTRACTOR
Prior to paying the contractor, you need to receive a Release
of lien and Affidavit to the extent of payment from the general
contractor. The Release of lien and Affidavit shall state either
that all the subcontractors and suppliers have been paid or list
those unpaid and the amount owed. The contractor is required
to list on the Release of Lien and Affidavit any subcontractor or
supplier that has not been paid. That amount may be withheld
From the contractor's pay and paid directly to the subcontractor
or suppliers after 10 days written notice to the contractor.
If the balance due to the contractor is not sufficient to pay
in full all subcontractors and suppliers listed on the contractor's
affidavit, you may wish to consult an attorney.
The general contractor shall furnish a final Release of Lien
and Affidavit to the owner indicating all subcontractors and
suppliers have been paid at the time he requests final payment.
You can rely on the affidavit in making final payment to the
general contractor. If you make final payment to the general
contractor without obtaining the affidavit, your property can be
liened for non-payment if the general contractor fails to pay the
subcontractors or suppliers. You should always obtain a Release of
Lien and Affidavit from the contractor to the extent of any payments
being made.
RELY ON YOUR LENDER FOR COMPLIANCE
WITH CONSTRUCTION LIEN LAW
If you have a lender, you may rely on the lender to handle
the recording of the Notice of Commencement. Learn more about
the Construction Lien Law by contacting an attorney, your lender,
or the Florida Department of Agricultural and Consumer Services,
Division of Consumer Services.
Documents are recorded at the Clerk of the Courts,
MIAMI-DADE COUNTY RECORDER, COURTHOUSE EAST,
22 N.W. First Street, 1 st Floor, Miami, FL 33128.
You can record the Notice of Commencement by mail. The
original Notice should be sent to the County Recorder, P.O. Box
011711, Flagler Station, Miami, Florida 33101. Please make
sure the original Notice is signed and notarized. Also, remember
to enclose the recording fee (for a single copy) and written
instructions for recording and returning a certified copy of the
recorded documents. For additional information on fees and
recording documents call (305) 275.1 155.
120_01-52 PAOE08/12
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FLORIDA METAL PANELS
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1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017.
2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION.
ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE ENGINEER.
3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER-
GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT
ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
REPAIR OR REPLACE ALL DAMAGES.
4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED.
5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON
THE DRAWINGS AND SPECIFIED HEREIN.
6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24
HOURS PRIOR TO INSPECTION.
8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING
AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES.
9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND
PROCEDURES TO BE USED.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.
12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN
PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT
THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY
EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK.
14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT
BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN
AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF
DRAWINGS WILL RESULT IN ADDITIONAL COST.
15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES
HAVE BEEN APPROVED IN WRITING BY THE OWNER.
16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT
AND/OR PRODUCT USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION
OF INTELLECTUAL PROPERTY OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE
RESPONSIBILITY OF OUR CLIENT.
DESIGN LOADS
FENCE
WIND LOAD AS PER ASCE 7-10
KD=0.85
WIND VELOCITY AS PER ASCE 7-10
MIAMI-DADE
CATEGORY 2 - - - - - - 115 mph
(AS PER FBC 2017 SECTION 1616.2.1)
CALCULATIONS
i accordance with FBC 2017 and ASCE
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION.
2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS:
TYPE ASTM GRADE Fy
STEEL SHEETS A36 - - - - - 36 KSI
STRUCTURAL TUBING A500 B 46 KSI
3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED.
4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH
CONCRETE WITH ALKALI -RESISTANCE COATINGS, SUCH AS
HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE
LACQUER
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L (ft):
4
2 1/2x2 1/2x16Ga.
Steel C.
Exposure:
C
Hpost (ft)
6
A-500
V (mph).
115.00
m)
139
I:
1.00
-500 Fb (psi)
27600
Zx (n^3)b
Kd:
Fv (psi)
18400
fb (psi)
Mmax/Sx
h (ft):
6 ..m
Fy (psi)
36000
fb (psi)
24132
Pd (psf):
16.2
A-36;Fb (psi)
21600
fb (psi)<Fb
OK
_.
Fv (psi)
14400
Rail to Posts Connection Design
,Foundation Design (nonce
Actual Pullout
194.4i
'P
388.80
Allowable Pullout
200 Using 10 16 Hilti Kwik
q.............
1.44
OK Flex Screw
d
3.00
Top and Bottom Design
2xlx16Ga. Stl Galvanized
A-500
Mmax. (lb -in)
1166
Sx (in^3)
0.124
fb (psi)
Mmax/Sx
fb (psi)
9406 451613
fb (psi)<Fb
OK
Lateral soil bearing; 200
Footing Diameter (ft) 1.583
For poles 1806.3.4 , 2
TYP. FENCE PLAN VIEW
SCALE: 3/4"=1 '-O"
M II � I II II I �I
I I I II � II II II II II II II II
i ! II
I
FENCE CONNECTIONS: \\/
- RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16
KWIK FLEX SCREW by HILTI OR APPROVED EQUAL. ACCESS
HOLE AT RAILS TO BE PROVIDED FOR CONNECTION, OR
N I I BE A" WELD 1 " WELD LENGTH IN 2 OPOSITE SIDES
MINIMUM.
- PICKETS TO BE CONNECTED TO TOP AND BOTTOM
RAILS WITH (4 PER PICKET (MIN), 2 TOP & 2 BOTTOM)
10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL,
U OR BY 1/4" PUDDLE WELDS. U
TYP. FENCE ELEV. VIEW
SCALE: 3/4"=l'-O"
i
Cq
S=0.47 IN'
Z=0.58 IN'
Mmax=16.2*4*6*6/2
=13 997 #-in
M ASD=M
n/R ,
Mn=Fy*Z , R =1.67
M ASD=16 000 #-in
Mmax < M AsD
S=0.124 IN'
M max=16.2*6*.5*4*4/8
=1 166 #-in
M Aso=Mn/0 ,
Mn=Fy*S , 0 =1.67
M ASD=2 673 #-in
Mmax < M Aso
I, 2" I.
RAILS (16 GA)
2xlx16 G
j GALVANIZE
STEEL TU
RAIL TOP
MEMBER
26 GA IN.)
GALVA
METAL
2.5x2.5x16 GA.
GALVANIZED
STEEL POST
SPACED
4'-0" MAX. O.C.
2xlx16 GA Ct
GALVANIZED -
STEEL TUBE >
RAIL BOT.
MEMBER i
O
�I
0
LU
3000 PSI CON ET
FOOTING 012"x '-0 4
DEEP OR 019" Q
DEEP OR 024" '-
DEEP (TYP)
ONLY FOR SEDIMENTAW
AND FOLIATED ROCK
SOILS
012"x2'-9" DEEP (*)
(*) SOIL SHALL BE VERIFIED TO BE
CONSISTENT WITH THE MENTIONED
CHARACTERISTICS. A FLORIDA
LICENSED ENGINEER SHALL VISUALLY
INSPECT AND PROVIDE A CERTIFIED
LETTER ATTESTING SO.
Zx=0.0054 in'
Mmax=16.2*(6/12)**0.5*1.33*1.33*12
Mmax=86.0 #-in
M ASD=Mn/R ,
Mn=Fy*Z 4 =1.67
M LSD=116.4 #-in
00 Mmax < M Aso 6"
CD
to O
O p
O
N PICKETS (26 GA)
O
~9 _-W
a saw x _C
❑RAISSA R. LOPEZ,PE
❑GONZALO A. PAZ,PE
9
SD-1
BE AT NO MORE THAN 4'
3'-0"/4'-0" MAX
BE AT NO MORE THAN 4'
FLORIDA METAL PANELS
CERIUM& NOM&
1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017.
2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION.
ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE ENGINEER.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER-
GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT
ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
REPAIR OR REPLACE ALL DAMAGES.
4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED.
5.CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON
THE DRAWINGS AND SPECIFIED HEREIN.
6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24
HOURS PRIOR TO INSPECTION.
8.THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING
AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES.
9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND
PROCEDURES TO BE USED.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.
12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN
PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT
THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY
EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK.
14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT
BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN
AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF
DRAWINGS WILL RESULT IN ADDITIONAL COST.
15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES
HAVE BEEN APPROVED IN WRITING BY THE OWNER.
16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT
AND/OR PRODUCT USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION
OF INTELLECTUAL PROPERTY OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE
RESPONSIBILITY OF OUR CLIENT.
DESIGN LOADS
FENCE
WIND LOAD AS PER ASCE 7-10
K D=0.85
WIND VELOCITY AS PER ASCE 7-10
MIAMI-DADE
CATEGORY 2 - - - - - - 115 mph
(AS PER FBC 2017 SECTION 1616.2.1)
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION.
2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS:
TYPE ASTM GRADE Fy
STEEL SHEETS A36 - - - - - 36 KSI
STRUCTURAL TUBING A500 B 46 KSI
3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED.
4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH
CONCRETE WITH ALKALI -RESISTANCE COATINGS, SUCH AS
HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE
LACQUER
CALCULATIONS
In accordance with FBC 2017 and ASCE 7 10.
_ _ _. ...._.
Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v=115 mph .
Wind load Calculation: General Data: DL(psf): 5 Top and Bottom Design
V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft): 4 ;(Gate Span - Gate Leaf, not opening) 2xlxO.071 st galvanized
Exposure: C Hpost (ft) 6 Post Design ( A-500
Gust Factor 0.85 Fy (psi) 46000 Steel galvanized AS00 Mmax. (lb -in) 2608
Cf. 1.30 A-500 Fb (psi) 27545 Section M ^ ^3) 0.124
wind,_ MDR Mmax. (lb -in) Zx (in 3) fb (psi) Sx (in
_ .
Kd: a0;85 Fv (psi) 18400 2.5x2 Sx16Ga 14012 2880 14305 0.58 24663..7 fb (psi) Mmax/Sx'
In (ft): 6.00 Fy (Psi) 36000
fb (psi) 21029.6 1
Kz: 0.85 A-36 Fb (psi).. 216CO fb (psi)<Fb OK .......,,._... ... fb (PSI)<Fb OK
qz (psf): 16.2 Fv (psi) 14400
Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2017-1807.3.2.1) (2017-1806.2)
Actual Pullout 32 P 583.83 Lateral soil bearing 200'
Allowable Pullou 200 Using 10-16 Hilti Kwik A _ 2.16 Footing Diameter (ft) 1.58333
OK Flex Screw d (Depth) 395 For poles 1806.3 2
2x1x16 GA. GALVANIZED
STEEL FRAME GATE
(NP) i
GALVANIZED STEEL POST
2-1/2"x2-1/2"x16GA
26 GA. (MIN.)
GALVANIZED METAL
SHEET DURA FENCE
a
I
2x1x16 GA. GALVANIZED
STEEL FRAME GATE
(TYP)
HINGES TO RESIST
180 LBS
2x1x16 GA. GALVANIZED
STEEL FRAME GATE C,
(NP) -1
GATE CONNECTIONS:
- PICKETS TO BE
CONNECTED TO TOP
AND BOTTOM RAILS
WITH (4 PER PICKET
(MIN), 2 TOP & 2
BOTTOM) 10-16 KWIK
FLEX SCREW by HILTI
OR APPROVED EQUAL
TYP. SINGLE GATE ELEV. VIEW
SCALE: 3/4"=1'-O"
r
I
2-1/2"x2-1/2"x16GA
TYP. SINGLE GATE PLAN. VIEW
SCALE: 3/4"=l'-O"
S=0.47 IN'
Z=0.58 IN'
Mmax=14 305 #-in
M ASD=Mn/4 ,
Mn=Fy*Z , 0 =1.67
M ASD=16 000 #-in
Mmax < M Aso
rv_� 1 3 k 1 o urn,)
S=0.124 IN'
Mmax=2608 #-in
M ASD=Mn/R ,
Mn=Fy*S , 0 =1.67
M ASD=2 673 #-in
Mmax < M ASD
L 2"
RAILS (16 GA)
0
I
i�
3 KSI CONC! "It
012"x4'-O" D5EW.GR.
019"x3'-O" DW.QR
024"x2'-6" DEEP ('fF)
••••.•
APPLICABLE WL EW1
ONLY FOR S dT R_YY
AND FOUATER ROCK •
SOILS • •
0 012"x2'-9" BEEP
I • �•
_ N
- ALL GATE FRAMES
TO BE CONNECTED BY
ALL AROUND FILLET
WELD.
(*) SOIL SHALL BE VERIFIED TO BE
CONSISTENT WITH THE MENTIONED
CHARACTERISTICS. A FLORIDA
LICENSED ENGINEER SHALL VISUALLY
INSPECT AND PROVIDE A CERTIFIED
V-j,
1133
Q.
Z)
ON
M �
a ��2
� Q, N
M u-
Lu �o
V
03
o,
W��O
••
¢
•
••
• ui
z q�'••
� w
•
so
4
' ^ M
a
•••s••
•
•
so
• *see*
oo
••
LLI e
U� •-�••a•
• •
•Z
•
LL) O i c •
LL.•�.
see.•ama-
�
OJD x� -
ILL.
Zx=0.0054 in'
Mmax=16.2* (6/ 12)*0.125*2.6*2.6* 12
Mmax=83.0 #-in
M ASD=Mn/0 ,
Mn=Fy*Z , A =1.67
M ASD=116.4 #-in
00 Mmax < M Aso 6"
O
r`� O
O p
O
N
O PICKETS (26 GA)
Ref. Paae # 19-0247
o w o
❑RAISSA R. LOPEZ,PE
❑GONZALO A. PAZ,PE
k/s/zol9
=,A
s
FLORIDA METAL PANELS
, 1. ALL WORK V SHALL CONFORM CO FORt 0FLORIDA BUILDING CODE 2017.
2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION.
ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE ENGINEER.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER-
GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT
ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
REPAIR OR REPLACE ALL DAMAGES.
4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED.
5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON
THE DRAWINGS AND SPECIFIED HEREIN.
6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24
HOURS PRIOR TO INSPECTION.
8.THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING
AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES.
9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND
PROCEDURES TO BE USED.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.
12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN
PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT
THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY
EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK.
14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT
BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN
AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF
DRAWINGS WILL RESULT IN ADDITIONAL COST.
15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES
HAVE BEEN APPROVED IN WRITING BY THE OWNER.
16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT
AND/OR PRODUCT USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION
OF INTELLECTUAL PROPERTY OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE
RESPONSIBIUTY OF OUR CLIENT.
DESIGN LOADS
FENCE
WIND LOAD AS PER ASCE 7-10
KD=0.85
WIND VELOCITY AS PER ASCE 7-10
MIAMI-DADE
CATEGORY 2 - - - - - - 115 mph
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION.
2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS:
TYPE ASTM GRADE Fy
STEEL SHEETS A36 - - - - - 36 KSI
STRUCTURAL TUBING A500 B 46 KSI
3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED.
NEXT POST FENCE TO
BE AT NO MORE THAN 4'
2x1x16 CA GALVANIZED -�
STEEL FRAME GATE
(TYP)
.I
GALVANIZED
STEEL POST
2-1/2'x2-1/2-
x14GA
26 GA. (MIN.) GALVANIZED
METAL SHEET FENCE
M
HINGES
TO RESIST 180
LBS
2xlxl6 GA
GALVANIZED STEEL
FRAME GATE (TYP)
3 KSI CONC. FOOTING
019'x4'-O" DEEP OR
024'x3'-9' DEEP OR
030'x3'-4' DEEP OR
036'x3'-0' DEEP
MID)
2xlx16 GA
GALVANIZED STEEL
FRAME GATE (TYP)
10'-0'
2xlxl6 GA GALVANIZED
STEEL FRAME GATE (TYP)
0 U ` 7/8' DIAM. SOLID BAR CANE
�q BARS
GATE CONNECTIONS
• PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WTTH (4 PER PICKET (MIN), 2 TOP
& 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL
ALL GATE FRAMES TO BE CONNECTED WTTH 1/8' FILLET WELD ALL AROUND.
i lr. L UBM GATE El". ♦lain
SCALE: 1 /2"=1 ' -O"
1 i r. MUBIE GATE rJ.M. ♦ W
SCALE: 1 /2"=1 ' -0"
NEXT POST F04CE TO
BE AT NO MORE THAN 4
1
V
0
•
•
019J 4W0" DEEP ORG
024'x4J'sTd0EP OR •
030 4.,117 4)[EP • •
OR 0 6'x '-O' DEEP (TYP
APPUCABLE ENCLUSNE •
nAa••inr•inll/rxRl DY •
DOEP
(�) SOIL ST BE !(E�i�IED TO Et
CONSISTENT y�jTy J}TE I NT10NED •
CHARACTERISTICS. A FLORIDA •
LICENSED ENGINEER SHALL •
VISUALLY INSPECT AND PROVIDE A
CERTIFIED LETTER ATTESTING SO.
GALVANIZED
STEEL POST
2}'x2}'xl4GA
24 GA (MIN.) GALVANIZED
METAL SHEET FENCE
(AS PER FBC 2017 SECTION 1616.2.1) [1,
rAnvl JILLL nUI bALVANILtU JUKrAUtJ IN UUNIAUI WIIH
CONCRETE WITH ALKAU -RESISTANCE COATINGS, SUCH AS
HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE
LACQUER
(J
CALCULATIONS
S=0.124 in' �
In accordance with FBC 2017 and ASCE 7-10, 0.06 Zx = 0.155 in' Zx=0.0054 in'
Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v=115 mph Mmax=4074 #-in Mmax=16.2*(6/12)*0.125*2.6*2.6*12
Wind load Calculation: General Data: DL(psf): 5 Top and Bottom Design S=0.57 in' M ASD=Mn/fl , Mmax=83.0 #-in
V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft): 5 (Gate Span = Gate Leaf, not opening) 2x1xO.071 st galvanized Z=0.71 in' Mn=Fy*S , 0 =1 .67 M ASD=Mn/0 ,
Exposure: C Hpost (ft) 6 Post Design A-500 Mmax=16 393 #-in M Aso=4269 #-in Mn=Fy*Z , 0 =1.67
Gust Factor 0.85 Fy (psi) 46000 Steel galvanized A-500 Mmax. (lb -in) 4074 M ASD=Mn/0 , Mmax < M Asu M ASD=116.4 #-in
Cf: 1.30 A-500 Fb (psi) 27545 Section Mwind MDI_ Mmax. (lb -in) Zx (in"3) fb (psi) Zx (inA3) 0.155 Mn=Fy*Z , 0 =1.67 0.06 pp Mmax < M ASD
Kd: 0.85 Fv (psi) 18400 2.5x2.5x14Ga 15764 4500 16393 0.71 23089.1 fb a M ASD=19550 #-in O 6 r
h (ft): 16.2 Fy (psi) 36000 (psi) Mmax/Sx 00
(psi) 26287 Mmax < M ASD O
Kz: 0.85 A-36 Fb (psi) 21600 fb (psi)<Fb OK fb (psi)<Fb OK O O
9z (ps`�: 16.2 Fv (psi) 14400
Rail to Posts Connection Design Foundation Design (nonconstrained FBC 2017-1807.3.2.1) (2017-1806.2) L 2 4" L 2- O
Actual Pullout 32 P 583.83 Lateral soil bearing 200 N
Allowable Pullou 200 Using 10 16 Hilti Kwik A 2.16 Footing Diameter (ft) 1.58333 POSTS (14 GA) RAILS (16 GA) PICKETS (26 GA)
OK Flex Screw d (Depth) 3.95 For poles 1806.3 2
Ref. Page # 19-0247 11 I