FW-19-2481Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
1�;21� III
Issue Date:
Parcel Number
1240 NE 91ST TER, Miami Shores, FL 33138 1132050010540
Contacts
Permit NO.: FW-10-19-2481
Permit Type: Fence/Wall
Work Classification: PVC
Permit Status: Approved
Expiration: 05/13/2020
DAINEL OCARIZ Owner
1240 NE 91 TER, MIAMI SHORES, FL 33138
Mobile: 7868608071
HOME OWNER Contractor
HOME OWNER
Inspection Requests:
Description: ADDING A FENCE AROUND THE PROPERTY, 49
WOOD Valuation: $ 2,900.00 Inspe ti n Re
AND DURAFENCE AT 6 FEET HEIGHT.
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.80
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.60
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Technology Fee
$2.63
Wire and Wood Fence Fee
$55.00
Total:
$203.03
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$203.03
Credit Card
11/15/2019 $203.03
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zon!9a, Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent Date
November 15, 2019 Page 2 of 2
mwlw 1o�311u17
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
�ILDING ❑ ELECTRIC ❑ ROOFING
RECEIVED
OC 1i7�
BY:
FBC 20 Ck -
Master Permit No. r,W-" ()-`9— 2-y U)
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
G / CONTRACTOR DRAWINGS
JOB ADDRESS: (Z yO N 6 l I /6(GtC'Q
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE:
OWNER: Name (Fee Simple Titleholder): kf1it'I cc Cult Phone#:
Address: I&qu bjC !a s�_ R,011'�
City: ✓hw^r 9kyt) State: Zip: 3
Tenant/Lessee Name: Phone#: 2AD'%iG0 $07/
Email: � It0cftI 2 0 oY1F H (--COt'i
CONTRACTOR: Company Name: Phone#:
Address
City: State:
Qualifier Name: Phone#:
State Certification or Registration #:
DESIGNER: Architect/Engineer:
Certificate of Competency #:
hone#:
Address: City: State: _
Value of Work for this Permit: $ Square/Linear Footage of Work: I U5
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Re lace
Description of Work:
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Zip:
❑ Demolition
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Structural Reviews $
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $ 2() 3 - 03
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 approved and a reinspection fee will be charged.
Signatur
OWNER or AGENT
The foregoing instrument was acknowledged before me this
t day of d CIQ� 2 20 0�1 by
who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY P IC:
Sig
Print:
Signaturai�a
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of
as me or who has produced
20 , by
, who is personally known to
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
as
Seal: SINDIA ALVAREZ Seal:
r _ MY COMMISSION # GG 238273
rP EXPIRES: September 3, 2022
,fE; i- n d Thru Nota Public Underwriters
i3
APPROVED BY Plans Examiner Zoning
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
NAME: Lmfd CCc<ri?- DATE io 11 ?0I
ADDRESS: /N'D N6 q 1 R1-(4u
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 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. 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 DJAV
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 0
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 licensedin Florida and to list his or license numbers on permits and contracts.
Initial A /jo
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 6 0
5. 1 understand that, as the owner -builder, l must provide direct, onsite supervision of the construction.
Initial p go
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 i1c)
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 b HD
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 owne r- builders as well as employers. l also understand that the
Construction must comply with all applicable laws, ordinances, building, codes, and zoning regulations.
Initial D Ho
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.mvflorldalicense.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 d fina ially responsible for the proposed construction activity at the following address:
I L `( ° W I_ q ( t.i
Initial ID L7
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on
this disclosure.
Initial l� D 1 Iy
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 Boardand Department of Business and professional Regulation maybe 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 06— _day of _ CjG`T3� 20 ( ':�
By__ AW0— 6 0,4,C,?A7D- who was personally known to me or who has
Produced there License or as identification.
0
OWNER
NOTARY
.S�pY P(g SINDIA ALVAREZ
My COMMISSION 4 GG 238273
s. o EXPIRES: September 3, 2022
:9 Qa
'FodF 2• ublic Underwriter
Bonded Thru Notary P
LOCATION MAP N.T.S.
PROPERTY FRONT VIEW
CERTIFIED TO:
FLOOD INFORMATION:
DANIEL OCARIZ
Community Number:
VILLAGE OF
MIAMI SHORES
ITS'SUCCESSORS AND/OR ASSIGNS AS THEIR
120652
•
INTEREST MAY APPEAR.
Panel Number:
12C036Q%06L • • • •; •
Suffix:
L "
Date of Firm Index:
9/1!"I' 9
•
Flood Zone:
AE ooee
;••••;
Base Flood Elevation:
9.0* o o o o e
:""' .....
Date of Survey:
8/29fV+ j
• • • • • * • • •
go go ......
LEGAL DESCRIPTION: THE EAST 20 FEET OF LOT 29 AND LOT 30 LESS EASTERLY-5FE�QT, BLOCK 2, OF •�
WATERSEDGE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9,PA6E•141,
J)fj - PUBk6:-
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
•
Surveyor's Legend
PROPERTY LINE
STRUCTURE
LJI—,3
S`. TREE.
L.M.E. LAKE or LANDSCAPE MAtNT. ESMT. .ESMT.
EASEMENT
® CONC. BLOCK WALL
R.O.E. ROOF OVERHANG EASEMENT D.E.
DRAINAGE EASEMENT
x CHA N-LINK or WIRE FENCE P.P. POWER POLE
P.P. POOL PUMP
L.B.E.
LANDSCAPE BUFFER ESMT.
-----t�---fs— WOOD FENCE :tC.B. CATCH BASIN
PL PLANTER OR PROPERTY
LINE L.A.E.
UM1TE➢ ACCESS EASEMENT
C.U.E. COLINTY UTILITY ESMT'
I.D. IDENTIFICATION
TEL
TELEPHONE FACILITIES
IRON FENCE LE=%E.E. INGRESS/ EGRESS ESMT,
B.C. BLOCK CORNER
UP,
UTILITY POLE
U.E: UTiUMY EASEMENT
— -- — — EASEMENT FND. OR F FOUND IRON PIPE/
B.R. BEARING REFERENCE
E.U.B.
ELECTRIC' UTILITY BOX
'.
— — CENTER LINE PIN AS NOTED ON PLAT
d CENTRAL ANGLE or DELTA
SEP.
D.F.
SEPTIC ITANK
DRAIN.. FIELD
Le# LICENSE L. - BUSINESS
R RECORD OR RADIUS
RAD. RADIAL
AC
AIR CONDITIONER
LICENSE SURVEYOR
WOOD DECK
N.R. NON RADIAL
CSW
COMO SIDEWALK
CALLS#
CALCULATED POINT
CALC SET
T�'P• TYPICAL
DWY
DRIVEWAY
MONUMENT
SET SET NONUMENT
I.R. IRON ROD
SCR.
SCREEN
a CONCRETE ♦ CONTROL POINT
I.P. IRON PIPE
GAR.
GARAGE
■ CONCRETE MONUMENT
N&D NAIL &DISK
ENCL.
ENCLOSURE
ELEV ELEVATION
ASPHALT
PK NAIL PARKER-KALON NAIL
N.T.S.
NOT TO SCALE
P.T. POINT OF TANGENCY
D.N. DRILL HOLE
F.F.
FINISHED FLOOR
P.C. POINT OF CURVATURE
'c WELL
T.O.B.
TOP OF BANK
BRICK/TILE P.R.M. PERMANENT REFERENCE MONUMENT
FIRE HYDRANT
E.O.W.
EDGE OF WATER
P.C.C. POINT OF COMPOUND CURVATURE
6 M.H. MAN HOLE
E/P OR E.O.P.
EDGE OF PAVEMENT
P.R.C. POINT OF REVERSE CURVATURE
/ / WATER
O.H.L. OVERHEAD LINES
C.V.G.
CONCRETE VALLEY GUTTER
P.O.B. POINT OF BEGINNING
TX TRANSFORMER
B.S.L.
BUILDING SETBACK UNE
P.O.C. POINT Of COMMENCEMENT
CAN CABLE TV. RISER
S.T.L
SURVEY TIE LINEM
P.C.P. PERMANENT CONTROL POINT
•--✓"—"'^ APPROXIMATE EDGE OF WATER
W.M. WATER METER
q
CENTER LINE
READ MEASURED
P/t POOL EQUIPMENT
R/W
RIGHT OF WAY
P PLATTED MEASURMENT
CON
CONC CONCRETETESLAB
R.O.E.
PUBLIC UTILITY EASEMENT
COVERED AREA D DEED
C.M.E.
CANAL MAINTENANCE EASEMENT..
CALCULATED
A.E.
ANCHOR. EASEMENT
GENERAL NOTES:
1) LEGAL DESCRIPTION PROVIDED BY OTHERS.
2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO
DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY.
3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR
""
OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT
4) THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE
Page Flooding
AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION, PERMITTING
DESIGN, OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF
Printing to Scale:
ONLINE LAND SURVEYORS INC.
Pages
7{Nar
5) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER
1. Select"None"from Page Scaling
xhg.
IMPROVEMENTS WERE NOT LOCATED.
t and
Center"
(2 r goratesncc rce
6) ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED.
'Cho
7) FENCE OWNERSHIP NOT DETERMINED.
3. SeleDes
se paper
3. Select"Choose paper source by
3�ro•�e°aPerso,rrm b�Or�xs,�
8) WALL TIES ARE TO THE FACE OF THE WALL.
PDFpagesize"
N...................... N.E. 91st
................ RACCE ..........
......... y P1
A; PEBY
--50'R/GH7--0E- WA Y (BY PLAT)
18'f ASPHALT PA VEMENr.'-'.'.*.*.'.'.*.*.*.'.'..*.'.'.*.*.'.'.'.'.*.'.'.'.'.*.I
....... ......
o
-20-q 23.0,
0
17,0
PIED C S 7'
M
TAMPED, 16'± PARKWAY STAMPED PED Co C 0.
CONC CONC 10' 20'
Lo M v
1 inch 20' it.
5.00 __�I.P. �112- N(R&M
712
0
0
155.00' B.C.
7,1 (BASIS OF BEARINGF,1,P, 112"
Do ASSUMED)
6• , I STAMPEb ".�
CV •
' CONC zo
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•
0.56' 7 44'' 1 17.ff, .6 14.60
36.15' A
A7rAH00CHEF
1,55' NE STORY
STEPPING
TSIDENCE Ly
STONE 0•0
# 1240 .1 1 0 C 0
F.F.E :6.16 Z 41
13.95'
2.30'
REMAINDER OF W-07; 1. 3 0 UCONC
LOTLOT 29 — LOT 31
2 0.43.
.4 1.5' b BLOCK 2
BLOCK Co
0 C14
4 N
Go
coNc
al
N
23. 28.00'
velv(-
v-4 1� h 0
0 Cl*
td .2-rp
LESS -OUT 5 OF
LOT 30
NOTE B.M.# USED B-62 BLOCK 2
ELEVATION 8.65 E EAST 20 OFi THE WEST 45 OF
(N.G.V.D. 29) LOT 29 LOT 30
VERTICAL DATUM USED BLOCK 2 I BLOCK 2 "K TwJN Co
(N.G.V.D. 29)
from—
F 4 P. 112
'o
..... ...... .................................... .......... ................. ................ 1.
...................
.15 �& A SPHA L r PAVEMENT.'.':..............'. ...
........ -N.E. 91st ST)�tt't'*-*-*-'*-*-'-*-*'-*-.-'.-*-"-.'-.*-.*-.'-�*-.'.-'-.*-,*."
..... I ................. .......... .............. .............. .............. .......... ..........
)F INTEREST:
AND FENCES CROSS LOT LINES.
C or, U I r Y 1 M" 1 1
Address:
Fence Height
REGULATORY & ECONOMIC RESOURCES
11805 S.W. 26th Street
Miami, Florida 33175-2474
786-315-2100
STANDARD WOOD FENCE
Section 2328 FBC
6'-0" MAXIMUM HEIGHT
2V-6 n/� � l �--, .
6 FT
Fence Length:
**** IMPORTANT FOR USE OF POOL BARRIER ****
miamidade.gov
�- L
Outdoor swimming pools shall be provided with a barrier complying with Florida Building Code Sections
424.2.17.1.1 through 424.2.17.1.14.
Access gates shall be equipped with a self —closing self —latching locking device located no less than
54 inches from the bottom of the gate. The device release mechanism shall be located on the pool
side of the gate and so placed that it cannot be reached by a young child over the top or through
any opening or gap. Gates that provide access to the swimming pool must open outward away from
the pool.
The top of the barrier shall be at least 48 inches above grade measured on the side of the barrier
which faces away from the swimming pool.
The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches
measured on the side of the barrier which faces away from the swimming pool.
The spacing between the vertical members shall not exceed 1j inches in width. FBC R. sect. 4501.17.1.4.
T.O.
X
Q
2x4 No.3 So. PINE PT
WOOD RALLS ATTACHED TO POST
WITH FOUR 10d NAILS (MIN)
ALL NAILS AND CONNECTORS SHALL :...:.
BE HOT DIPPED GALVANIZES
N4x4
No.2 So. PINE PT996:00 "•••••
SPACED AS FOLLOWS •••••• .
....
FENCE HEIGHT PMT ..' ;""'
ABOVE GRADE SP&M.
•, 0
5'-0" 5'7D..Q.C•
N
4' —0" 6' . 0"- O;C.
. .
......
WOOD PICKETS J" MIN _NCUSS
o
_i
�••�
ATTACHED TO EACH RAIL WITH ....
TWO 16 Ga. STAPLES 1—j" LONG
111 :
IIIII OR 5d GALVANIZED NAILS.
0
11_1=.:-,
. t II I II
N
11
III
10" DIAMETER
. II CONCRETE
FILLED HOLE
— —
NOTES:
1. FINISH SIDE OF ALL WOOD FENCES MUST FACE OUTWARD TOWARD
NEIGHBORING PROPERTY OR STREET PER ZONING CODE 33-11.
2. IN POOL BARRIERS, THE SPACING BETWEEN THE VERTICAL MEMBERS
SHALL NOT EXCEED 1j INCHES IN WIDTH. FBC R. SECT. 4501.17.1.4.
Revised June 19, 2018.
ILLUSION FENCE
Goama 1\Vm
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 CUENr. 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-DARE
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 FOURTEENTH EDITION.
2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS:
TYPE ASTM GRADE Fy
STEEL SHEETS A36 ----- 36 KSI
STRUCTURAL TUBING A500 C 50 KSI
3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED.
4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WHITH
ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR
CALCULATIONS WATHER-WHITE MOTHACRYLATE LACQUER.
In accordance with FBC 2017 and ASCE 7-10
Wind load Calculation: General Data:
Foundation Design
(nonconstrained FBC 2017-1807.3.2.1)
P
388.80 (S1) - Lateral soil bearing
200
Category:
I L (ft):
4
A=2.34P/(S1b)
2.27 Lateral load resistance Increase
2
Exposure:
C Hpost (ft)
6
d (foot depth)
4.09 (b) - Footing Diameter (in)
12
V (mph):
115.00
Fy (psi) 50000
A=2.34P/(S1b)
1.95
1:
1.00
A-500 PSIF
29940
d (foot depth)
3.68 (b) - Footing Diameter (in)
14
Kd:
0.85
Fv (psi)
20000
`A=2.34P/(S1b)
1.71
In (ft):
6
Fy (psi)
36000
1d (foot depth)
3.36 (b) - Footing Diameter (in)
16
Pd (psf):
16.2
A-36 Fb (psi)
21557
IA=2.34P/(S1b)
1.52,
_
Fv (psi)
14400
�d (foot depth)
3.11 (b) - Footing. Diameter (in)
18
Rail to Posts Connection Design
A=2.340/(S1b)
1.36
Actual Pullout
194.4
'd (foot depth)
2.90 (b) - Footing Diameter (in)
20
Allowable Pullout
200 Using 10-16 Hilti
Kwik
A=2.34P/(S1b).-
1.14
OK Flex Screw
d (foot depth)'
2.58 (b) - Footing Diameter (in)
24
J STEEL
�� MONTAGE
4'-0" MAX y �, \
U
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E FENCE
��T u Lo ALA %J L e✓ 1 1 1
i t'rNCErl.A VIEW Engineering GrauP
SCALE: 1 "=1'-O" \ 3401 N4N 82nd Avenue
4'-0" MAX Suite 370
Miami, FL 33122
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f305}5J9-8'33
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info(c easterneg owm
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• •
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♦
♦
♦ ♦
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♦
♦ ♦
♦
♦
♦ ♦
♦
RAIL 46
24 GA(MIN.) �•
a
m
nD
_
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META EET •
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X
X
X
X
a
X
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• •
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a
Z
a
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GALVANIZED
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STEEL POST
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o
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0
I
SPACED ®
4'-0" MAX.
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im
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j" (IYP
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•
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_
STEEL TUBE
RAIL BOT.
a
MEMBER
ao
FENCE CONNECTIONS: �` I
000 PSI CONC. FOOTING
• RAIL TO POSTS TO BE CONNECTED WITH (2)
12'x4'-0" DEEP OR
I
I I 10-16 KWIK FLEX SCREW by HILTI OR I I
14"x3'-6" DEEP OR
APPROVED EQUAL. ACCESS HOLE AT RAILS TO
16"x3'-3" DEEP OR
BE PROVIDED FOR CONNECTION, OR WELDED I I
18"x3'-2" DEEP OR
WITH d" FILLET WELD W/ 2" MIN. LENGTH.
20"x3'-O" DEEP OR
I I • PICKETS TO BE CONNECTED TO TOP AND II II
BOTTOM RAILS WITH PER PICKET, 2 TOP
22"x2'-10" DEEP OR
L__1 (4 & I__I
24"x2'-9" DEEP
2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI
OR APPROVED EQUAL. T-----�._.__ -
oil
u_
• SHADOW BOX FENCE 25% OPEN
V
_
M
u_O1W.
TpCE K". `my
SCALE: 1"=l'-O"
OS 036'-Tn-3
0.0478 Sx=0.111W
y=0.14]W
41N' Mmax=16.2*6"*4.33'*4.33'/8 =228 #--i =-e
Mmax l 1 6 #-I
I Mmax=1 166 #-in
M Am=Mn/0 , M ASD=Mn/0
❑RAISSA R. LAPEZ,PE
S=0.376 IN' Mn =Fy*Zx , 0 -1.67 Mn =Fy*S 0 =1.67
Z=0.47 IN'
A. PAtPE
M Aw=2 616 #-in M ASD=366 #-in
Mmax=13 997 #-in Mmax < M ASD Mmax < M ASD
M AsD=Mn/fl ,
Mn =Fy*Z A -1.6 0.0359 , o
M AsD=14 070 #-in c
Mmax < M ASD
u',
i21712018
S D-10
L 2" �"
POSTS (18 GA MIN) RAILS (20 GA MIN) PICKETS (24 GA) Copy Ref-#19-390
ILLUSION FENCE
GIIGMa 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 WTTH EXTREME CAUTION AT ALL TIMES. IN
THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, TT SWILL 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 S15TEM 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 CONSTRICTION 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
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING
CODE AND AISC SPECIFICATIONS FOURTEENTH 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 WHITH
ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR
CALCULATIONS
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 load Calculation: General Data: DL(psf):
5
Top and Bottom Design
V (mph):
115.00 Fence Span(ft): 4 Gate Span(ft):
5
(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 A-500
Mmax. (lb -in)
4074
Cf:
1.30
A-500 Fb (psi) 27545
Section
Mwind
MDL M..x. (lb -in) 4 (in A3) fb (psi) Zx (inA3)
0.15
Kd:
0.85
Fv (psi) 18400
2.5x2.5x14Ga
15764
4500 16393 0.71 23089.1 fb (psi)
Mmax/Zx
h (ft):
6.00
Fy (psi) 36000
fb (psi)
27163.2
Kz:
0.85
A-36 Fb (psi) 21600
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
681.14
Lateral soil bearing
200
Allowable Pullou
200 Using 10-16 Hilti Kwik A
2.52
Footing Diameter (ft)
1.58333
OK Flex Screw d (Depth)
4.39
For poles 1806.3.4
2
NEXT POST FENCE TO BE
AT NO MORE THAN 4'
2xlx16 GA.
GALVANIZED
STEEL FRAME
GATE (TYP)
GALVANIZED
STEEL POST
2-1/2"x2-1/2"
x14GA
24 GA. (MIN.)
GALVANIZED METAL
SHEET FENCE
HINGES
TO RESIST
180 LEIS
2xlx16 GA.
GALVANIZED
STEEL FRAME
GATE (TYP)
GALVANIZED
STEEL POST
2j"x2j"x 14GA
24 GA. (MIN.)
GALVANIZED METAL
SHEET FENCE
2x1x16 GA.
FRAME GATE
I II II II I I IjF
GA I LATC' I II
-I - I- -
II II II II I � � I II I II II II
II II II II I � � � I II II II
II II II II I I �I � I � I I II II
II II II II I I� � II II I II II II
II II II II I I � � �� I II I II II II
` N ;* 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.
S=0.57 IW
Z=0.71 IW
Mmax=16 393 #-in
M Am=Mn/0 ,
Mn =Fy*Z
Fy =46ksi, R =1.67
M Aso=19 557 #-in
Mmax < M ASO
POSTS (14 GA)
1W. DOUBLE GAT$ E W. ♦il11i
SCALE: 3 4 =1 -0
TW. DOUBLE GARB PIM. VIEW
SCALE: 3 4 =1 -0
NEXT ^POST FENCE TO BE
X
• N
•
1
2
• •
••
- 7.
-LnI
••O
••
D.
•A
•
•
o
•
•I
•
•
•
•
Sx=0.121N' Zx=0.151W S=0.036 in-3
Sy=0.191N' Zy=0.231W Mmax=16.2*6"*4.33'*4.33'/8 =228 in
Mmax=4 074 #-in M Aso=Mn/M Aso=Mn S2 ,
0 /
Mn =Fy*Zx Mn =Fy*S
Fy =46ksi, Q =1.67 Fy=36ksi, 4 =1.67
M ASD=4 132 #-in M ASD=366 #-in
Mmax < M ASD Mmax < M ASD
L 2" �I
FRAME (16 GA) PICKETS (24 GA)
•
•••
•
•
•
3000 PSI CONC.
FOOTING 012"x4'-8"
DEEP OR 014"x4'-4"
DEEP OR 016"x4'-2"
DEEP OR 017"x4'-O"
DEEP OR 018'x3'-10"
DEEP OR 020"x3'-9"
DEEP OR 022"x3'-8"
DEEP OR 024NS-6"
DEEP
v
Eastern
Engineering Group
3401 NW 82nd Avenue
Suite 370
r•Aianli, FL 33122
(305)599-8'33
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❑RAISSA R. LAPEZA
❑GON ALA A. PAZ,PE
8
Copy Ref #-19-398 JJSD-1.1�
ILLUSION FENCE
CHRIEta NOnI -
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
'YYY' G,,AA^^EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL
l.YEES.
4. THIS WORK REWIRES 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.
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
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING
CODE AND AISC SPECIFICATIONS FOURTEENTH 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 WHITH
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) 2x1x0.071 st galvanized
Exposure:
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
MMnd
MDL Mm.x. (lb -in) Zx (in^3) fb (psi) Zx (in^3)
0.15
Kd:
0.85
Fv (psi) 18400
2.5x2.5x14Ga
14012
2880 14305 0.71 20147.8 fb (psi)
Mmax/Zx
h (ft):
6.00
Fy (psi) 36000
fb (psi)
17384.5
Kz:
0.85
A-36 Fb (psi) 21600
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
389.22
Lateral soil bearing
200
Allowable Pullou
200 Using 10-16 Hilti Kwik A
1.14
Footing Diameter (ft)
2
OK Flex Screw d (Depth)
2.58
For poles 1806.3.4
2
NEXT POST FENCE TO NEXT POST FENCE TO
BE AI NO MORE .. THAN 3'-0"/4'-0" MAX RF AT NO MORE THAN_j:_
2x1x20 GA. -
GALVANIZED STEEL ��? -
FRAME GATE (TYP)
GALVANIZED
STEEL POST
2-1/2"x2-1/2"x16GA
24 GA. (MIN.) -
GALVINIZED METAL
SHEET DURA
FENCE
2x1x20 GA.
GALVANIZED STEEL
FRAME GATE (TYP)
HINGES TO
RESIST 180 LBS
2x 1 x20 GA.
GALVANIZED STEEL N
FRAME GATE (TYP)
3000
PSI
CONC.
FOOTING
012"x4'-0"//
DEEP
OR
014"x3'-6"
DEEP
OR
016"x3'-3"
DEEP
OR
018"x3'-2"
DEEP
OR
020"x3'-O"
DEEP
OR
022"x2'-10
DEEP
OR
024"x2'-9"
DEEP
GALVANIZED STEEL POST
2-1/2"x2-1/2"x16GA
i W, 17-w
4
CV
,
Q
c�
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C
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•
in
a
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x�
o
•••••.
•
•• a
W. SINGLE GATE El". VIEW
SCALE: 3/4"=1 ' -O"
3'-0" /4'-0" MAX
TYP. SINGLE GATE PLAN.
CrrA1 C. z
S=0.46 IN'
Z==0.57 IN'
Mmax=14 305 #-in
M AsD=Mn/T) ,
Mn =Fy*Z , I) =1.6
M LSD=15 700 #-in
Mmax < M LSD
L 4r2 �r
POSTS (16 GA)
Eastern
Engineering Group
3401 NVV 82nd Avenue
Suite 370
Miami, FL 3:3122
• (305)599-8 33
s•• •
,
info�ceast•em•eg•••.com•
•
P
• •
GATE CONNECTIONS:
- PICKETS TO BE
o CONNECTED TO TOP
AND BOTTOM RAILS
`4 WITH (4 PER PICKET,
2 TOP & 2 BOTTOM)
10-16 KWIK FLEX
SCREW by HILT] OR
APPROVED EQUAL.
- ALL GATE FRAMES
TO BE CONNECTED
BY ALL AROUND
FILLET WELD.
� 24 GA. (MIN.)
GALVANIZED METAL
r SHEET FENCE
t V
Sx=0.0761N' Zx=0.0951N' S=0.036 in-3
Sy=0.111N' Zy=0.141W Mmax=16.2*6"*4.33'*4.33'/8 =228;#-in
Mmax=2 608 #-in M ASD=Mn/()✓1e
M Aso=Mn/() Mn =Fy*S 0 =1.67
Mn =Fy*Zx 0 =1.67 M ASD=366 #-in
M LSD=2 616 #-in Mmax < M ASD
Mmax < M ASD-
0.0359-
2• 6"
RAILS (20 GA MIN) PICKETS (24 GA)
V
TF
W �,••••
U
Z
W
LL
0
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rn
J
J
b
U rt'l it 003
❑ROW R. LOPEZ,PE
❑GOKULD A. PAZ,PE
1 / 12/7/20118 1
Copy Ref #-19-398 SD
C
�• liami Shores Village
�i
APPROVED
'
By
_ ---- DATE
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