FW-19-1910Permit NO.: FW-08-19-1910
Miami Shores Village II Permit type: Fenced li
10050 NE 2 Ave
Miami Shores FL 33138 Uuj%Work Clossificeatiow Ornamerital/Meth
305-795-2204 Permit Status: Approved
Issue Date: 09/06/2019 Expiration:03/04/2020
Location Address Parcel Number
126 NE 103RD ST, Miami Shores, FL 33138 1132060131760
Contacts
MAXI RAYMOND Owner HOME OWNER Contractor
126 NE 103 ST, MIAMI SHORES, FL 331382329 HOME OWNER
Other:3057591170
Description: METAL FENCE DURA METAL PANEL 6 FT Valuation: $ 1,500.00 Inspection Requests:
3QS-762 49
Total Sq Feet: 0.00
Fees
Application Fee - Other
CCF
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
Planning and Zoning Review Fee
Scanning Fee
Technology Fee
Wire and Wood Fence Fee
Total
Amount
$50.00
$1.20
$2.00
$2.00
$0.40
$5.00
$35.00
$9.00
$3.25
$80.00
$187.85
Payments
Date Paid Amt Paid
Total Fees
$187.85
Credit Card
08/19/2019 $50.00
Credit Card
09/06/2019 $137.85
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
regulati,pgAonstruction, nc oning. Futhermore, I authorize the above named contractor to do the work stated.
Signatuft Owner / Applicant / Contractor / Agent Date
September 06, 2019 Page 2 of 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
4BUILDING ❑ ELECTRIC ❑ ROOFING
- I VE[)
FBC 20[l b
Master Permit No. CN" cl�7 -� t 'I� I
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
%�d /� / /� CONTRACTOR ;�l , DRAWINGS
JOB ADDRESS: 1', _ T AX L 03' ,7'r h4 LCU1� d'44 0&j4'2 3 1 X 2
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: _Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): azi 1��9 n�� Phone#:,3/1���y
Address: /cz6 Nz51Q3 p
City: �%� .�i� ��S State: /L-� Zip: 3.313 [5
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: IJVV�Phone#:
Address:
City: State: Zip:
Qualifier Name:
State Certification or Registration #:
DESIGNER: Architect/Engineer:
one#:
Certificate of Competency #:
one#:
Address: City: State: Zip:
Value of Work for this Permit: $00 rim
Footage of Work: ��Q
Type of Work: ❑ Addition ❑ /Alteration LaJ New ❑l Reppaiir//Repla�cee� "" " ❑ Demolition
Description of Work: �/ t�/LL �� DU" Ife-/'"[liyr p_ 4 irk'
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ �11 CCF $ " CO/CC $
Scanning Fee $ 9.06 Radon Fee $ 0 DB••P((R $ 0 Notary $ 5• o®
Technology Fee $ S Training/Education Fee $ 0. "F� Double Fee $
Structural Reviews $ 0 Bond $ 2
"PI Q A n In c� _ 5 TOTAL FEE NOW DUE $ 131.
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
State
Zip
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. 1 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 i'Z Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
19 day of / 20 ( 1 , by
)d ?Ay�yf:> , w-
who personally known to
me or who has produced r� DC -`y rLrL as
identification and who did take an oath.
�101111111111!!!
NOTARY PUBLIC: vis
Sign: - ' s
Print:
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of , 20 , by
who is personally known to
me or who has produced as ,
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal: Seal:
***rsss**•**:.****�*s******* *:: *****•s**r*+erg******�**�**sr�**rs**s**s**s****:**.*****.^*-*ss**s*..ss:**�**
APPROVED BY Plans Examiner COD Zoning
z Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER ,BUILDER DISCLOSURE STATEMENT
NAMdMMAY I - rY�Ory 1` DATE: � ) � I 141
ADDRESS: /
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have
read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption
allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a
cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or
lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built
for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on
your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and
with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all
applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an
exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain
restrictions even though I do not have a license.
Initial N e
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial-A11�1
3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts.
Initial&R. .
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial
building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially
improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption.
Initial
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial'
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It
is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance.
Initial
A-
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously
implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial
8. 1 understand that I may not delegate the responsibility'for supervising work to be a licensed contractor who is not licenses to perform the
work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow
these may subject to serious financial risk.
Initial_
9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initial-M_
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html
Initial
11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
Initial .i
12. i agree to notify Miami Snores viiiage immediately of any additions, deletions, or changes to any of the information that I have provided on
this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or
employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder
permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property
owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this day of 20l_
BY YA "I V_WrV 7 who was personally known to me or who has
Produced there License or �- (�2i�%iCS� as identification.
OWNER NOTARY
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QUALITY METAL PANELS
GROMAL PO
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 MATH 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. ADD111ONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF
DRAWINGS WALL 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
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
OV WER.
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. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF
FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WITH
ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS
PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER.
CALCULATIONS
-,--,-S--C-E
_. _._ _ � ___..-.._..__ _. -and
In_ accordance with FBC 2017 and ASCE 7-10
Wind load Calculation: General Data
Post Design
Top and Bottom Design
Category
I L (ft)
4
2 1/2x2 1/2x16
gage steel
galvanized 2x1x0.071 st galvanized_
Exposure
C Hpost (ft)
6
A 500
A 500
(m- ph)
115 00
F st 46000
•Mmax Ib m
13997
__
Mmax Ib m 1166
I:
1 00
A-500,'F6(psi)
27600Zx
m 3
(' ^)
0 75
_.. _
Sx (m^3) 0.086
Kd:
0 85
Fv (psi)
18400
fb (psi)
Mmax/Sx
fb (pst) Mmax/S_x
h (ft) _. __
6
FY (P�)
fb (pst)
18662�
fb (Psi) 13562 8
(psfJ: _.
lid
16.2
A-36 Fb (psi)
_36000
21600
fb (psi)<Fb
OK
_.
fb (psi)<Fb OK
__.
Fv (psi)
14400
_
_ _._.
W y
_ _
Rail to Posts Connection Design
_ _
Foundation Design (nonconstrained FBC 2017-1807.3.2.1
Actual Pullout
194.4
P
388.80
Lateral soil bearing 200
Allowable Pullout
200 Using 10-16 Hilt Kwik
A
1.44
Fooil ng Diameter (ft) 1.583
OK Flex Screw
d
3.00
For poles 1806.3.4 2
4'-0" MAX
ri
" TYR FENCE PLAN VMW
SCALE: 3/4"=1'-0"
4'-0" MA
I I
-
II
1
el
I
it
III
\\77,
\ \\ \\ \\ \\
FENCE CONNECTIONS:
- RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16
KWIK FLEX SCREW by HILT] OR APPROVED EQUAL ACCESS
HOLE AT RAILS TO BE PROVIDED FOR CONNECTION, OR
BE d" WELD 1" WELD LENGTH IN 2 OPOSITE SIDES
MINIMUM.
- PICKETS TO BE CONNECTED TO TOP AND BOTTOM
RAILS WITH (4 PER PICKET, 2 TOP do 2 BOTTOM) 10-16
KWIK FLEX SCREW by HILT] OR APPROVED EQUAL, OR BY
U L 1/4" PUDDLE WELDS. U
TYP. FFINCE H". VW
SCALE: 3/4"=1'-0"
o•�
S=0.124 IN' S = 0.0863 IN' 0.08
f l
Mmax=16.2•6•.5•4•4/8 Mmax=16.2s6•.5•4•4/B
I
=1 166 ,#-in =1 166 #-in
S=0.47 IN'
M Aw=Mn/n , M AsD=Mn/0 , S=0.48 IN'
Z=0.58 IN
Mn=Fy►S 0 =1.67 Mn=Fy*S 0 =1.67 Z=0.60 IN'
Mmax=16.2.4.6.6/2
M AsD=2 673 #--in M AsD=2 170 #--in Mmax-16.2•4;6►6
Mmax < M ASD Mmax < M Aso
=13 997 #-in
N =13 997 #-in
M AsD=Mn/0 ,
c'4
0.04 M AsD=Mn/0 ,
Mn=Fy*Z , 0 =1.67
II a Mn=FyZ , 0 =1.67
M AsD=16 000 #-in
M ASD=16 530 #-in
Mmax < M Aso
Mmax < M ASD
2" L 2" 2 1 /2
POSTS (16 GA) RAILS (16 GA) ALTERNATIVE ALTERNATIVE
RAILS (19 GA) POSTS (16 GA)
6 1 /8" c
MAM
SCALE: 1 1 /2'=1'-0"
2xlx16 GA
GALVANIZED
STEEL TUBE
RAIL TOP
MEMBER
24 GA (MIN.)
GALVANIZED
METAL SHEET
2.5x2.5x16 GA.
GALVANIZED
STEEL POST
SPACED O 4'-0"
MAX. O.C. i
2006 GA
GALVANIZED
STEEL TUBE
RAIL BOT.
MEMBER
3000 PSI CONCRETE
FOOTING 012"x4'-O"
DEEP OR 019"x3'-O"
DEEP OR 024"x2'-6"
ULLP
012'x2'-9" DEEP (•)
(•) SOIL SHALL BE VERIF]ED TO BE
CONSISTENT WITH THE MENTIONED
CHARACTERISTICS. A FLORIDA
LICENSED ENGINEER SHALL VISUALLY
INSPECT AND PROVIDE A CERTIFIED
LETTER ATTESTING SO.
Z=0.0065 IN'
Mmax=16.2•(6.125/12)•3.33*3.33.0.125.12
=135 #-in
M AsD=Mn/0 ,
Mn=FyZ 0 =1.67
M AsD=140 #-in
Mmgx < M ASD
6,A"
PICKETS (30 GA) MINIMUM
Copy Ref# 1
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❑ALEXIS MARTMEZ,PE
❑GONZALO A. PAZ,PE
611112019
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QUALITY METAL PANELS
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 NTH 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
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
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. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF
FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED 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 w115 mph
Wind load Calculation: General Data.
DL(psf)
5.._
Top and Bottom Design
V (mph) 115 00 Fence -Sp an(ft) . 4
Gate Span(ft):
4
_
(Gate Span = Gate Leaf, not opening) 2xlx0 071 st galvanized
Ex osure^ C Hpost (ft) 6
Post Design
A 500
Gust Factor 0.85
Fy (psi) 46000
Steel galvanized A 500
Mmax. (lb -in)
2608
Cf: 1.30
A-500 Fb (psi) 27545
Section
Mw,"d
MDR M.... (lb -in) 4 (inA3)Yfb (psi) (inA3)
0.124
Kd: 0.85
Fv (psi) 18400
2.5x2.5x16Ga
_ . _
14012
_ . .__ .._ _ _ _ ySx
2880 14305 0 58 24663 7 fb (psi)
Mmax/Sx
h (ft)...�
Fy (Psi) 36000
fb (Psi)_
... _._. .. _ ---
21029.6
Kz: 0.85
A-36 Fb (psi) 21600
fb (psi)<Fb
OK
fb (psi)<Fb
OK
_ ....._
__.._._._._.._.�_ ____.;_ ....,.. _
_ ______.._..__._.�._.._..___ _ _
Rail to Posts Connection Design
o
Foundation Desian (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)
3.95
_ ._ .._. _._. For poles 1806.3
2
NEXT POST FENCE TO NEXT POST FENCE TO
BE AT NO MORE THAN 4' 3'-0"/4'-0" MAX BE AT NO MORE THAN 4'
2x1x16 GA. GALVANIZED
STEEL FRAME GATE
(TYP) i
GALVANIZED STEEL
POST
2-1/2"x2-1/2"x16GA
24 GA. (MIN.)
GALVANIZED METAL
DURA FENCE
2x1x16 GA. GALVANIZED
STEEL FRAME GATE
(TYP)
HINGES TO RESIST
180 LBS
2x1x16 GA. GALVANIZED
STEEL FRAME GATE 0
(TD) I
CONNECTIONS:
- PICKETS TO BE
CONNECTED TO
TOP AND BOTTOM
RAILS WITH (4
PER PICKET, 2
TOP & 2 BOTTOM)
10-16 KWIK FLEX
SCREW by HILTI
OR APPROVED
EQUAL.
H
ALL GATE
FRAMES TO BE
CONNECTED BY
ALL AROUND
FFIaILLE/T�W�ELLD.
YR
SCALE: 3/4"=1'-O"
2-1 /2"x2-1 /2"x16GA Tr• SO4ME Gh E PLN• • ii'
"IlS=0.124
IN'
Mmaxax=2 608 #-in
S=0.47 IN'
M Aso=Mn/0 ,
Z=0.58 IN'
Mn=Fy*S 0 =1.67
Mmax=14 305 #-in
M Aso=2 673 #-in
Mmax < M Aso
A
M ASD=Mn/0 ,
Mn =Fy*Z 0 =1.67
M AsD=16 000 #-in
I1
T
Mmax < M ASo
2 r � 2" -4
POSTS (16 GA) RAILS (16 GA)
X
N
x
W
< aO
%ar
N
N••�
iq
d
• •
<
X
• • • •
•• •
•
¢
v
•
0
1
•••• •
•
• • •
•••• •
••••••
•• •• •
•••••
3 KSI CONC. F130T1NG •
012"x4'-O" DEEP OR • i •
019"x3'-0" DEEP OP • • •
_
024"x2'-6" DEE%")- 0
APPLICABLE
EXCLUSIVE ONLY FOR
SEDIMENTARY AND
FOLIATED ROCK
\.;
SOILS
012"x2'-9" DEEP(*)
I
(*) SOIL SHALL BE
N
VERIFIED TO BE
CONSISTENT WITH
THE MENTIONED
CHARACTERISTICS. A
FLORIDA LICENSED
ENGINEER SHALL
VISUALLY INSPECT
AND PROVIDE A
CERTIFIED LETTER
ATTESTING SO.
SCALE: 3/4"=1'-O"
0.06
Z=0.0065 IN'
Mmax=16.2*(6.125/12) *3.33*3.33*0.125►12
S=0.48 IN'
=135 #-in
Z=0.60 IN'
Mmax=14 305 #-in
MnAsD=Mn/ n,=1.67
Aso=Mn/
M f2
M Aso=140 #-in
,
Mn=Fy*Z , 0 =1.67
Mmax < M Aso
a M Aso=16 530 #--in
Mmax < M Aso
2 1/2"
ALTERNATIVE POSTS
PICKETS (30 GA) MINIMUM
(16 GA)
Copy Ref# 19-
❑ALEXIS MARTINEZ,PE
OGOKEALO A, PAZ K
/6/11/2019
I'SD-2
QUALITY METAL PANELS
COAL Num
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 PROPERTIL.S.
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 COMPLE11ON 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, EQUIPMENT'S OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES
HAVE BEEN APPROVED IN WRITING BY THE
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
OV WER.
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. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF
FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WITH
ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS
PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER.
NEXT POST FENCE TO
BE AT NO MORE THAN 4'
2x1x16 GA.
GALVANIZED STEEL
FRAME GATE (TYP)
I
GALVANIZED
STEEL POST
2-1/2"x2-1/2"
x14GA
24 GA. (MIN.)
GALVANIZED METAL •I
SHEET FENCE
HINGES
TO RESIST
180 LBS
I
2x1x16 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
(TYP)
2x1x16 GA.
GALVANIZED
STEEL FRAME
GATE (TYP)
0'-0"
2x1A6 GA.
GALVANIZED STEEL
FRAME GATE (TYP)
TIT
!
!!
I!
I
L
K
!
!
I
HIDWIE
U U ` 7/8 DIAM. SOLID BAR
CANE BARS
GATE CONNECTIONS
• PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER
PICKET, 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR
APPROVED EQUAL.
• ALL GATE FRAMES TO BE CONNECTED WITH 1/8- FILLET WELD ALL
AROUND.
i . DOME GAM iiW • W
SCALE: 1 /2"=1'-0"
SCALE: 1 /2"=1'-0"
GALVANIZED
STEEL POST
2}"x2j"x14GA
NEXT POST FENCE TO
BE AT NO MORE THAN V
N
i i n
•
•�•• ••
N
• ••
•• • •
06
•• • •
•• ••
•
•
3 K§I CONC FOOTING• 4
019)4'-QQ• QEEP 01f
024 xi erg" DEEP Of: r
030"x3'-4" DEEP •
OR 036'x3'-0" DEEP
(*) SOIL SHALL BE
VERIFIED TO BE
CONSISTENT WITH
THE MENTIONED
CHARACTERISTICS. A
FLORIDA LICENSED
ENGINEER SHALL
VISUALLY INSPECT
AND PROVIDE A
CERTIFIED LETTER
24 GA. (MIN.)
GALVANIZED METAL
SHEET FENCE
CALCULATIONS
In accordance with FBC 2017 and ASCE 7-10,
11•0
S=0.124 IN'
Z=0.0065 IN'
Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v=115 mph
IMmax=4
Z=0.155 IN'
Mmax=16.2*(6.125/12)•3.33*3.33•0.125*12
load Calculation: General Data:
DL
IP�)�Wind
5
Top and Bottom DeDesign
074 #-in
=135 #-in
V (mph): 115.00 Fence Span(ft): 4
Gate Span(ft):
5
(Gate Span = Gate Leaf, not opening) 2xlx0.071 st galvanized
S=0.57 IN'
M AsD=Mn/() ,
M AsD=Mn/D ,
Exposure: C Hpost (ft) 6
Post Design
A-500
Z=0.71 IN'
Mn=Fy*Z D =1.67
Mn=Fy*Z Q =1.67
Gust Factor 0.85
Fy (psi) 46000
Steel galvanized A-500
Mmax. (Ib-in)
4074
Mmax=16 393 #--in
M ASD=4 269 #-in
Mmax < M Aso
M AsD=140 #-in
Mmax < M ASD
Cf: 1.30
A-500 Fb (psi) 27545
Section
MvWnd
,,,,. Ib-in
Mpg M ( ► Zx (in"3) fb (psi) Zx (in"3)
0.155
M A=Fy*Z (1
Kd: 0.85
Fv (psi) 18400
2.5x2.5x14Ga
15764
4500 16393 0.71 23089.1 fb (psi)
Mmax/Sx
Mn Fy0 =1.67
M Aso=19 550 #-in
0•06 �
11
h (ft): 6.00
Fy (psi) 36000
fb (psi)
26287
Mmax < M Aso
Kz: 0.85
A-36 Fb (psi) 21600
fb (psi)<Fb
OK
fb (psi)<Fb
OK
yz (psi): 16.2
Fv (psi) 14400
6YA
Rail to Posts Connection Design
Foundation Design (nonconstrained FBC 2017-1807.3.2.1) (2017-1806.2)
'r
Actual Pullout 32
P
583.83
Lateral soil bearing
200
L 2 J"
L 2"
Allowable Pullou 200 Using 10-16 Hilti Kwik
A
2.16
Footing Diameter (ft)
1.58333
POSTS (14 GA)
RAILS (16 GA)
PICKETS (30 GA) MINIMUM
OK Flex Screw
d (Depth)
3.95
For poles 1806.3
2
Copy Ref # 19-0485
rl:
�':LL
; o
o'`
N
J
W
Q
a
C
0
Q
n
o
I �
a
W
E
0
0
Q
0