FW-18-1103Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
Permit NO. FW-4-18-110 3
Permit Type: FenceMlail
Work Classification: Wood Fence
Pennit'Status: APPROVED
Issue. Date: 4/27/2018
Expiration: 10/24/2018
Parcel Number
Applicant
138 NW 107 Street
Miami Shores, FL 33168-
1121360080200
Block: Lot:
MARVIN ARMSTRONG
Owner Information
Address
Phone
CeII
MARVIN ARMSTRONG
138 NW 107 Street
MIAMI SHORES FL 33168-
Contractor(s)
HOME OWNER
Phone
CeII Phone
Valuation:
Total Sq Feet:
$ 3,000.00
145
Approved:
Comments:
Date Approved: :
Date Denied:
Type of Construction: Wood Fence
Classification: Residential
Additional Info: DURA FENCE WHITE COLOR 6 FT F
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
P&Z Review Fee
Permit Fee - Wire & Wood
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$2.18
$2.00
$0.60
$5.00
$35.00
$145.00
$9.00
$2.40
$202.98
Pay Date Pay Type
Invoice # FW-4-18-67307
04/26/2018 Check #: 259
04/27/2018 Check #: 249
Amt Paid Amt Due
$ 50.00 $ 152.98
$ 152.98 $ 0.00
Available Inspections:
Inspection Type:
Final
Foundation
Review Building
Review Public Works
Review Planning
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify
zo- ing. Futh6r
construction
uthoriz
all the f
e, I au
g Information is accurate and that all work will be done in compliance with all applicable laws regulating
orize the above -named contractor to the work stated.
/ 'Applicant / Contractor / Agent
April 27, 2018
Date
Building Depart 'ant Copy
April 27, 2018 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ❑ ROOFING
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS:
City:
RECEIVED
APR 2 6 MR
FBC
rr200
Master Permit No. 'RN 1,6 — t 103
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
132 AJ u/ lD7
Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes
Occupancy Type:
Load: Construction Type:
Flood Zone:
BFE:
NO
FFE:
OWNER: Name (Fee Simple Titleholder): M a of /i% 8 - - , Arms- 7Dy% hone#9.-57- 3)'' 7.-2r C-7
Ada :/CP 071/W /0 7 S-
City (Q yj'Yi .S%QrP J State: r2---- Zip:
33/
Tenant/Lessee Name:
Email:414'09/1T /3® /77(-ceiv-Y)
CONTRACTOR: Company Name:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Square/Linear Footage of Work: X /46 T
❑ New ❑ Repair/Replace LI Demolition
�h, t �l'- , 474 h
I \or'c Dwnrr
Phone#:
Phone#:
erA: e2 &
❑ Alteration
Peeri ce—�
/✓16404I., /5-,/ s/, d/5
C�r
Value of Work for this Permit:
Type of Work: ❑ Addition
Description of Work:,
62 -6
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $
Scanning Fee $ Radon Fee $ DBPR $
Technology Fee $. " Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
'City r State Zip
}
Mortgage Lender's Name'(if applicable)
Mortgage Lender Address
4
City j .t `"' , $ `+., State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that a. II 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 a • reinspection fee will be charged. _
Signature Al Ail Signature
CONTRACTOR
The foregoing instrument : s ackno ledged before me this The foregoing instrument was acknowledged before me this
. day of
or AGE
20 19 , by day of , 20 , by
Marvin E • :-tyys-{'01who is personally known to , who is personally known to
me or who has produced 1) rilr' iY l 1 C`Cl1S f as me or who has produced as
identification _ • • who
NOTARY P BLIC: I \ NOTARY PUBLIC:
Sign:
Print:
Seal:
4
�...,. �_ yANaD ��IEro
*__ 'QOMMISSI�`r #FF214031
e El(PIRES: March 25, 2019
Bo,* TA tbtary Pubx Underwriters
*****************************Jt*****
APPROVED BY
(Revised02/24/2014)
identification and who did take an oath.
}
Sign: -
r
Print: a
Seal:
***********************************************s*****�t_*************
Plans Examiner
Structural Review
4f i f r!r Po&jc. L'-'6A-KC
Zoning
Clerk
4/26/2018
Property Search Application - Miami -Dade County
OFFIC
Summary Report
Property Information
Folio:
11-2136-008-0200
Property Address:
138 NW 107 ST
Miami Shores, FL 33168-4309
Owner
MARVIN E ARMSTRONG
Mailing Address
138 NW 107 ST
MIAMI SHORES, FL 33168-4309
PA Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
2/2 / 0
Floors
1
Living Units
1
Actual Area
1,570 Sq.Ft
Living Area
1,242 Sq.Ft
Adjusted Area
1,406 Sq.Ft
Lot Size
9,150 Sq.Ft
Year Built
1950
Assessment Information
Year
2017
2016
2015
Land Value
$196,886
$164,440
$164,440
Building Value
$97,858
$97,858
$97,858
XF Value
$4,223
$4,269
$3,596
Market Value
$298,967
$266,567
$265,894
Assessed Value
$102,270
$100,167
$99,471
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes
Cap
Assessment
Reduction
$196,697
$166,400
$166,423
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 ('.e. County, School
Board, City, Regional).
Short Legal Description
DUNNINGS MIAMI SHORES EXT 4
PB 48-20
LOT 4 BLK 205
LOT SIZE 75.000 X 122
OR 14843-2606 1290 1
Generated On : 4/26/2018
Taxable Value Information
2017
2016
2015
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$52,270
$50,167
$49,471
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$77,270
$75,167
$74,471
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$52,270
$50,167
$49,471
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$52,270
$50,167
$49,471
Sales Information
Previous Sale
Price
OR Book -Page Qualification Description
12/01/1990
$71,000
14843-2606 !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:
NAME: Atavv(/J 4t7)11;
ADDRESS: /3 '/VW /07
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.
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 423-0
DATE:
Please read and initial each paragraph.
1. I 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
2. I 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
3. I 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
4. ,t I 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
buildingif 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. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial
6. f I 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
7. I 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. I 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. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
A 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.
1
Initial
10. I 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.mvfloridalicense.com/dbpr/pro/cilb/index.htrnl
Initial
11. I 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 t roposed ruction activity at the following address:
Initial
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the infor ation 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 acknowledgedbefore me this
BY Marv►n � �Yrr�S�rora
Produced there
OW ER
day of Ppr 1 6 20 1
was personally known tome or who has
as identification.
NOTARY
•
Affiant is personally known to me,
Revised on 5/22/2009/ Revise
Miami Shores Village
Building Department
SURVEY AFFIDAVIT
STATE OF (FLORIDA)
COUNTY OF (DADE)
The undersigned Affiant, 7 jl k , S;1Re by attest that
(Property owner)„
The attached survey, performed by
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
(Name of su eyor's company)
For address: A iv /0 7
Performed on (date of survey) is an accurate representation of the existing conditions and
locations of all structure on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property
without first providing a survey Tess than seven (7) years old old. The Affiant, as property owner, further agrees to
remove or obtain permits for any structures which now may exist on the property which are not permitted or which
may Iviolate zoning or building code regulations. The Affiant further understands that the existence of any such
structures may affe nal inspe '•ns as applicable to this or other permits.
F r - r Affiant say
Ia•
1 i iggam / [&'(/1 //rKh4IJ1(
Props Ow r Sign. - Property Owner Print Name
SWORN TO AND S ' : ED before me this (/, day of �'
produced 41 11 1 5_4' s identification.
ya
r
ti
U
r
rri
CO
Or
n O
N
44,
Co
r
Ors_
C)O
OU ca
(11 a�
N r- 122. 23'(P) ) 261 r o
Bearing, if any, shown based on N/A
4.55
122.25'(M)
122.28'(P)
(reference) N/A
0.20'
15.00
-0.20'
t'
Miami Shows VIII Igo
APPROVED gym
ZONING DEPT
BLDG DEPT
SULJL-l; I l c) COMPLU,�TI-1 ALL i-- r
STATE ANINcO JN1i1S' RtU ES A NDE EGuh,TlON,S
37.50'
.lVMHdVd ,se
37.50'
(Z
133111s 4DL0I
This property described as:
Lot 4, Block 205,
DUNNING'S MIAMI SHORES EXTENSION N24,
according to the Plat thereof
as recorded in Plat Book 48, Page 20,
of the Public Records of Miami -Dade County, Florida.
CERTIFIED TO:
Marvin E. Armstrong
138 N.W. 107th Street, Miami Shores, FL 33168
RECEIW EU.
APR 2 6 MB
4441111
"THIS SURVEY DECLARATION IS MADE ON THE FIELD
DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT
TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR
SUBSEQUENT OWNERS."
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LEGEND
A = Central Angle
A =Arc
A/C = Air Conditioner
ASPH = Asphalt
BBQ = Barbecue
BM = Bench Mark
CB = Catch basin
CBS = Concrete Block
Structure
CH = Chord
Chatty = Chattahoochee
= Center Line
CLF = Chain Link Fence
Cl. = Clear
Conc. = Concrete
D = Deed
0 = Diameter
DC = Miami -Dade County
DH = Drill Hole
DME = Drainage &
Maintenance Easement
Enc. = Encroachment
F.H. = Fire Hydrant
F.I.R. = Found Iron Rebar
FPL = Florida Power & Light
F.I.P. = Found Iron Pipe
Fd. = Found
M = Measured
1�1 = Monument Line
Mon. = Monument
N/A = Not Applicable
N/D = Nail & Disc
N- = Number
NTS = Not to Scale
O/S = Offset
O.U.L. = Overhead Utility Lines
OH = Overhang
P = Plat
PB = Plat Book
PC = Point of Curvature
PCP = Permanent Control
Point
PG = Page
P.I. = Point of Intersection
PKWY= Parkway
= Property Line
P L = Planter
P.O.B.= Point of Beginning
P.O.C.= Point of
Commencement
P.P. = Power Pole
P.R.M.= Permanent Reference
Monument
PT = Point of Tangency
R = Radius
Res. = Residence
RNG = Range
R/R = Railroad
PSM = Professional Surveyor
Mapper
R/W = Right -of -Way
SWK = Sidewalk
Sec. = Section
TR = Tract
(TYp) = Typical
T = Tangent
TWP = Township
U.E. = Utility Easement
W.F. = Wood Fence
W.M. = Water Meter
REVISIONS:
FLOOD ZONE
X
COMM. No.
120652
PANEL No.
0090
SUFFIX.
•
F.I.R.M.DATE
03/02/94
F.I.R.M.INDEX
07/17/95
BASE ELEV.
+ N/A N.G.V.D.
ELEVATION NOTE: (IF APPLICABLE)
L.F.Elev.= N/A (lowest habitable floor elevation).
Elevation shown hereon refer to N.G.V.D. 1929.
Lowest adjacent grade elevation= N/A
BM. N/A Elev.= N/A
Garage Elev.= N/A Frp.= N/A .
Not valid unless
it bears the
signature and the
original raised
seal of Florida
licensed Surveyor
and Mapper.
BOUNDARY SURVEY.
I HEREBY CERTIFY: that this survey meets the
minimum technical standards as set forth by the
FLORIDA BOA' ra • •% SSI S "' L SURVEYORS
AND MAPPER in chi r 61 G17-. lorida Administrative
Code, pursuan o Section r .027 Florida Statutes.
SVIVES 12/17/07
P"iFESSISN' SURVEYOR AND
APPER No. 4327. State of Florida.
Alvarez, Aiguesvives and Associates, Inc.
Surveyors, Mappers and Land Planners
5701 S.W. 107th Avenue #206, Miami, FL 33173
Phone 305.220.2424 Fax 305.552.8181
L.B. No. 6867 / E-mail: aaasurvey@aol.com
Field Date
12/14/07
Scale:
1 "= 20'
Drawn by:
D.G.
Drwg. No. a
07-12375
a,a
4'-0" MAX
a
QUALITY METAL PANELS
GENERAL NOTES
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 BEIWEEN 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 UT1UTY 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 ADDRIONAL 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 FAMIUARIZING 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 CUENT. EASTERN ENGINEERING GROUP WILL NOT
BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CUENT CONFIRMED DESIGN
AND DIMENSIONS. ADDlT10NAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF
DRAWINGS WILL RESULT IN ADDMONAL COST.
15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBS11T1JTIONS OR CHANGES
HAVE BEEN APPROVED IN WRITING BY THE OWNER.
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
........................................................................................................................................
In accordance with FBC 2017 and ASCE 7-10
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
STEEL SHEETS A36
STRUCTURAL TUBING A500 B
3. ALL Sit EL SHALL BE HOT -DEEP GALVANIZED.
Fy
36 KSI
46 KSI
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
;Wind load Calculation: General Data: Post Design
Category ..__....
Exposure:
V (mph):
Kd:
h (ft):
L (ft) ..... 4
Hpost (ft) 6
115.00
..........
1.00 .
0.85
6
16.2
Fy (psi) 46000
A-500 Fb (psi).27600
Fv (psi) 18400
Fy (psi) 36000
A-36 Fb (psi) 21600
Fv (psi) 14400
Rail to Posts Connection Design
Actual Pullout 194.4
Allowable Pullout 200 Using 10-16
OK Flex Screw
Hilti Kwik
Top and Bottom Design
21/2x2 1/2x16 gage steel galvanized 2x1x0.071 St -galvanized
Mmax. (lb -in) 13997 : Mmax. (lb -in) 1166
Zx (inA3).... M1 0.75 Sx (in 3) ...__ 0 086 ...
"fb (psi) Mmax/Sx fb (Psi)M Mmax/Sx,
fb (psi) 18662 fb (psi) 13562.8
fb (psi)<Fb OK ...... fb (psi)<Fb ..... OK.
Foundation Design (nonconstrained FBC 2017 -1807.3.2.1)
P 388.80 Lateral soil bearing 200
A 144 Footing Diameter (f4 1.583
d 3.00 For poles 1806.3.4 2
0.06 •
S=0.47 IN'
Z=0.58 IN'
Mmax=16.2*4*6*6/2
=13 997 f-in
M Aso=Mn/D .
Mn=F?Z , 0 =1.67
MI Aso=16 000 #-in
Mmax < M ASO
1
2 r
a
it 40
_1.
.. . . . .
TYP. FENCE PLANVIEW
SCALE: 3/4"=1'-0"
4'-0" MAX
u
II
II II
II II
II
II
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
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 & 2 BOTTOM) 10-16
KWIK FLEX SCREW by HILT] OR APPROVED EQUAL, OR BY
1/4" PUDDLE WELDS.
S=0.124 INN.
Mmax=16.2*6*.5*4*4/8
=1 166 #-in
M Aso=Mn/0 ,
Mn=Fy*S fl =1.67
M Aso=2 673 #-in
Mmax < M ASO
0.06 i
2"
TYP. FENCE ELEV. VIEW
SCALE: 3/4"=1'-0"
ir
S = 0.0863 IN'
Mmax=16.2*6*.5" 4*4/8
=1 166 #-in
M Aso=Mn/f)
Mn=Fy*S , 0 =1.67
M Aso=16 167 #-in
Mmax < M ASD
0.04
•
2"
N
0.06
S=0.48 IN'
Z=0.60 IN'
Mmax=16.2*4*6*6/2
=13 997 #-in
M Aso=Mn/0
Mn=FyZ , 0 =1.67
M Aso=16 530 #-in •
Mmax <MA50
2 1/2"
u
2x1x16 GA
GALVANIZED
STEEL TUBE
RAIL TOP
MEMBER
24 GA (MIN.)
GALVANIZED
METAL SHEET
2.5x2.5x16 GA.
GALVANIZED
STEEL POST
SPACED
4'-0" MAX. O.C.
2x1x16 GA
GALVANIZED
STEEL TUBE
RAIL BOT.
MEMBER
3000 PSI CONCRETE
FOOTING 012"x4'-0"
DEEP OR 019"x3'-0"
DEEP OR 024"x2'-6"
DEEP
APPLI BABL
EXCLUSIVE
ONLY FOR SEDIMENTARY
,AND FOLIATED ROCK
SOILS
012"x2'-9" DEEP
Z=0.0074 IN'
Mmax=16.2" (6.125/ 12)•3.33.3.33*0.125.12
=135 #-in
M Aso-.Mn/0
Mn=Fy*Z 0 =1.67
M Aso=160 #-in
Mmax < M ASO
6 r
0
O
1
2
a
Tel. 786 9169 297
11
ORAISSA R. LOPQ,PE
❑OONZN.O A. PALPE
1/9(2018
SD-1
POSTS (16 GA)
RAILS (16 GA)
ALTERNATIVE
RAILS (19 GA)
ALTERNATIV E POSTS
(16 GA)
PICKETS (27 GA)
911
NM POST FENCE TO
BE AT NO MORE THAN 4'
NEXT POST FENCE TO
BE AT NO MORE THAN 4'
8
s
31
xS
a
g
9
f
i�
sd
23
88
18
a2
a
a
a
s
a
s
QUALITY METAL PANELS
GENERAL N117189
1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017.
2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPUCABLE CODES AND AUTHORITIES HAVING JURISDICTION.
ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPUCABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE ENGINEER.
3.17 SHALL BE : THE CONTRACTORS RESPONSIBILITY TO MEET - WITH ALL APPUCABLE 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 RESPONSIBIUfY OF THE CONTRACTOR TO
REPAIR OR REPLACE ALL DAMAGES.
4. THIS WORK REQUIRES A BUILDING PERMIT. D0 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 FAMIUARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.
12. CONTRACTOR SHALL VERIFY AU. DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN
PLANS, SECTIONS AND DETAILS OR THE APPUCABLE 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 SUPPUED BY THE CUENT. EASTERN ENGINEERING GROUP WILL NOT
BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CUENT 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 8Y THE OWNER.
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
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
V (mph). 115.00 Fence Span(ft): 4 Gate Span(ft):
4
Exposure: C Hpost (ft) 6 Post Design
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 ALKAU-RESISTANCE COATINGS, SUCH AS
HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE
LACQUER
Gust Factor 0.85
Cf: 1 30 _.
Kd: 0.85
6 00
. 0.85
qz (psf): 16.2
Rail to Posts Connection Design
Actual Pullout 32
Allowable Pullou 200 Using 10-16 Hilt
Fy (psi) 46000
A-500 Fb (psi) 27545
Fv (psi) -18400
Fy (psi) 36000
A-36 Fb (psi) 21600
Fv (psi) 14400
:Top and Bottom Design
(Gate Span = Gate Leaf, not opening) 2x1x0.071 st galvanized
Steel galvanized A-500
'Section Mwind . MDL
2.5x2.5x16Ga 14012 2880
,A-500
Mmax. (lb -in) 2608
(lb -in) Z. (InA3): fb (psi) Sx (inA3) 0.124
14305 0.5824663.7E fb (psi) Mmax/Sx
fb (psi) 21029.E
fb (psi)<Fb OK fb (psi)<Fb OK
OK. Flex Screw
Foundation Design (nonconstrained FBC 2017 -1807.3.2.11 (2017 -1806.2)
583.83 Lateral soil bearing 200
Kwik: A 2.1E Footing Diameter (ft) 1.58333
d (Depth) 3.95 • For poles 1806.3 2
3'-074'-0" MAX
2x1x16 GA. GALVANIZED
STEEL FRAME GATE
(rep)
GALVANIZED SILF.L POST
2-1/2"x2-1/2"x16GA
24 GA. (MIN.) GALVANIZED
METAL SHEET ()URA
FENCE
m
M)
2x1x16 GA. GALVANIZED
STEEL FRAME GATE
MP)
HINGES TO RESIST
180 LBS
2x1x16 GA. GALVANIZED
STEEL FRAME GATE (NI
MP)
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
GALVANIZED
STEEL POST
2-1/2"x2-1/2"x16GA
Hr t n-IT-
4 II I II
11
III I II
IJ
M
LOCI
Il 1
HARD*RE
I N
1 II
0 uJ
m
0.06
S=0.47 IN'
Z=0.58 IN'
Mmax=14 305 #-in
M Aso=Mn/0 ,
Mn =Fy*Z 0 =1.67
M Aso=16 000 #-in
Mmax < M ASO
2 f
SINGLE GATE ELEV. WA!
SCALE: 3/4"=1'-0"
3'-0" /4'-0" MAX
TYP. SINE CRATE HA t
S=0.124 IN'
Mmax=2 608 #-in
M Asp=Mn/(1 ,
Mn=Fy*S 0 =1.67
M Asp=2 673 #-in
Mmax < M ASD
0.06
2"
4.
SCALE: 3/4"=1'-0"
0.06
G
S=0.48 IN'
Z=0.60 IN'
Mmax=14 305 #-in
M Asp=Mn/0
Mn=Fy*Z , 11 =1.67
M Aso=16 530 #-in
Mmax < M Aso
2 1 /2"
0
l,)
N
x
•
0
0
i0
z
3 KSI CONC. FOOTING
012"x4'-0" DEEP OR
019"x3'-0" DEEP OR
024"x2'-6" DEEP (TYP)
APPLICABLE
EXCLUSIVE ONLY
FOR SEDIMENTARY
AND FOLIATED
ROCK SOILS
012"x2'-9" DEEP
- ALL GATE
FRAMES TO BE
CONNECTED BY
ALL AROUND
FILLET WELD.
Z=0.0074 IN'
Mmax=16.2*(6.125/12)*2.42*2.42*0.125112
=72 #-in
M Aso=Mn/0 ,
Mn=Fy*Z 0 =1.67
M Asp=160 #-in
Mmax <MAso
1
6 ;"
0
1
911
Oai
786 9169 297
�s5
❑RAISSA R. LOPEZ,PE
❑G0117.ALO A. PAZ.PE
1, 72018
SD-2
1
8
i
QUALITY METAL PANELS
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017.
2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPUCABLE CODES AND AUTHORITIES HAVING JURISDICTION.
ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPUCABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE ENGINEER.
3.1T SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPUCABLE 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 SUPPUED 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.
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
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION.
2. STRUCTURAL SittL SHALL MEET THE FOLLOWING REQUIREMENTS:
TYPE
STEEL SHEETS
STRUCTURAL TUBING
ASTM
A36
A500
3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED.
GRADE Fy
36 KSI
B 46 KSI
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
In accordance with FBC 2017 and ASCE 7-10,
Wind Speed from FBC 2017, Chapter 16, Section 1616.2.1 v=115 mph
Wind Toad Calculation: General Data:
V (mph):
Exposure:
Gust Factor
Cf:
Kd:
h (ft):
Kz:
4z (Ps):
115.00 Fence Span(ft): 4
C Hpost (ft) 6
0.85
1.30
0.85
6.00 Fy (psi) 36000
Fy (psi) 46000
A-500 Fb (psi) 27545
Fv (psi) 18400
DL(psf):
Gate Span(ft):
Post Design
Steel galvanized A-500
Section 'kind
2.5x2.5x14Ga 15764
5
5
0.85 A-36 Fb (psi) 21600 fb (psi)<Fb OK
16.2 Fv (psi) 14400
Rail to Posts Connection Design
Actual Pullout 32
Allowable Pullou 200 Using 10-16 Hilti Kwik
OK Flex Screw
(Gate Span = Gate Leaf, not opening)
MDR
4500
Top and Bottom Design
2x1x0.071 st galvanized
A-500
Mmax. (lb -in) 4074
Mmax. (lb -in) Z• (in'3) fb (psi) Zx (in" 3) 0.155
16393 0.71 23089.1 fb (psi) Mmax/Sx
Foundation Design (nonconstrained FBC 2017 -1807.3.2.1)
P 583.83
A 2.16
d (Depth) 3.95
fb (psi) 26287
fb (psi)<Fb OK
(2017 -1806.2)
Lateral soil bearing
Footing Diameter (ft)
For poles 1806.3,
200
1.58333
2
NEXT POST FENCE TO
BE AT NO MORE THAN 4'
2x1x16 GA.
GALVANIZED STEEL
FRAME GATE (TYP)
GALVANIZED
STEEL POST
2-1/2"x2-1/2'
x14GA
24 GA. (MIN.)
GALVANIZED METAL a0
SHEET FENCE
HINGES
TO RESIST
180 LBS
2x1x16 GA
GALVANIZED
STEEL FRAME
GATE (TYP)
/i
•
i0
3 KSI CONC, FOOTING
019'x4'-0" DEEP OR
024"x3'-9" DEEP OR
030"x3'-4" DEEP OR
036"x3.-0" DEEP
01T9
2x1x16 GA.
GALVANIZED
STEEL FRAME
GATE (TYP)
2x1x16 GA.
GALVANIZED STEEL
FRAME GATE (TYP)
1011140
10'-0" (MAX)
dik !
II
I
I
11
-t
UI
CANE BARS SOLID BAR
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.
• AU. GATE FRAMES TO BE CONNECTED WITH 1/8" FILLET WELD ALL
AROUND.
TYP. DOUINE GAZE ELEV. VIEW
SCALE: 1/2 -1.-0"
10'-0' MAX
TYP. DOUBLE, GCE PIAN. VIEW
0.08
S=0.57 IN'
Z=0.71 IN'
Mmax=16 393 #-in
M Aso=Mn/0 ,
Mn =Fy*Z 0 =1.61
M Aso=19 550 #-in
Mmax < M Aso
4.
2 }.
S=0.124 IN'
Z=0.155 I
Mmax=4 074 #-in
M ASo=Mn/D
Mn=Fy*Z , A =1.67
M Aso=4 269 #-in
Mmax < M ASo
0.06 y.
4.1
2"
4'
POSTS (14 GA) RAILS (16 GA)
SCALE: 1/2"=1'-0'
-�I
NEXT POST FENCE TO
BE AT NO MORE THAN 4'
r 3 KSI CONC. FOOTING
019'x4'-0" DEEP OR
024"x3'-9' DEEP OR
030'x3'-4" DEEP
OR 036"x3'-0" DEEP ,
(TYP)
GALVANIZED
STEEL POST
2)'x2)"x 14GA
l `'
24 GA. (MIN.)
GALVANIZED METAL
SHEET FENCE
Z=0.0074 I W
Mmax= 1 6.2*(6.125/1 2)*2.42*2.42*0.125*1 2
=72 I -in
M ASD=Mn/0 ,
Mn=Fy*Z , 0 =1.67
M Aso=160 #-in
Mmax <MAso
.110
6 i.
N
Tel. 786 9169
11
11
DRAMA R. LOPEZ,PE
❑GONZALO A. PAZ,PE
1(9(2018
SD-3
PICKETS (27 GA)
911