FW-18-2293Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
mit
Permit NO. F 1 -9-18-2293
Permit Type:: Fence/Wall
Work Classification: Iron/Ornamental
Permit Status: APPROVED
Issue Date: 8/28/2018
Expiration: 02/24/2019
Parcel Number
Applicant
190 NW 101 Street
Miami Shores, FL
1131010230170
Block: Lot:
RICARD & MARLEINE PROPHET
Owner Information
Address
Phone
Cell
RICARD & MARLEINE PROPHETE
190 NW 101 ST
MIAMI FL 33150-1214
Contractor(s)
HOME OWNER
Phone
CeII Phone
Valuation:
Total Sq Feet:
$ 3,500.00
250
Approved:
Comments:
Date Approved: :
Date Denied:
Type of Construction: Other
Classification: Residential
Additional Info: METAL FENCE
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
$2.40
$3.75
$2.50
$0.80
$5.00
$35.00
$250.00
$9.00
$3.20
$311.65
Pay Date Pay Type Amt Paid Amt Due
Invoice # FW-8-18-68700
08/28/2018 Check #: 461 $ 311.65 $ 0.00
Available Inspections:
Inspection Type:
Final
Foundation
Review Building
Review Planning
Review Public Works
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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
constructi n a d zoning. FuthermoreZiputhori a the above -named contractor to do the work stated.
Authorized Signature: Owner // Applicant / Contractor / Agent
August 28, 2018
Date
Building Department Copy
August 28, 2018
1
inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Ave, Miami Shores, Florida 33138
Tel: 305-795-2204 Fax: 305-756-8972
Inspection Number: INSP-000625-2018 Permit Number: FW-8-18-2293
- Scheduled inspection Date: October 15, 2018
Inspector: Riveron, Alexis
Owner: RICARD & MARLEINE PROPHETE
Address: 190 NW 101 ST
Miami Shores, FL
Project: <NONE>
Permit Type: Fence/Wall
Inspection Type: Building Final
Work Classification: OrnamentallMetal
Phone Number:
Parcel Number: 1131010230170
Contractor: HOME OWNER Phone Number:
HOME OWNER
Building Department Comments
METAL FENCE
Checklist Item
General Comments
Passed
True
Comments
Passed
eztifspector Comments
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
October 16, 2018 For Inspections please call: 305-762-4949 Page 9 of 18
BUILDING
PERMIT APPLICATION
n BUILDING ❑ ELECTRIC
PLUMBING n MECHANICAL
JOB ADDRESS:
City:
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
R C'EW ED
AUG 2 8 2018
cLrh
��F��B20R-
Master Permit No. �v� '3 — 2Z13
Sub Permit No.
❑ ROOFING ❑ REVISION
❑ EXTENSION ❑ RENEWAL
❑PUBLIC WORKS n CHANGE OF ❑ CANCELLATION I I SHOP
/90 A1 c4)
Miami Shores
CONTRACTOR DRAWINGS
County: ///, Miami Dade
Zip: 33 > 50
Folio/Parcel#: Is the Building Historically Designated: Yes
Occupancy Type: Load:
OWNER: Name (Fee Simple Titleholder):
Address: �/90 A) (V /0
%�� City: W0(/)/7/1.4J
Construction Type: „ Hood Zone:
State:
Fe
.Z�
BFE:
Phone#:
NO
FFE:
784- 09l - O3 3,6.
Zip: 33/6-0
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
Address:
City:
Phone#:
State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: /� /1 City: State: Zip:
Value of Work for this Permit: $ 3 600 Square/Linear Footage of Work: O` 60
Type of Work: ❑ Addition 0 Alte ation ❑ New ❑ Repair/Replace
rn
f
Description of Work:
Demolition
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CCF$
DBPR'$
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ ;) I I
(Revised02/24/2014)
}
Bonding Company's Name (if applicable)
Bonding Company's Address
City ' ' `.• State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City • + r 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 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
OWNER or AGENT
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
_,M /__ y day of„ p� O� Q►� , 2 1V A by day of , 20 , by
1' 1O IC, � t s JI.. r ` Ovno�is r onally known to , who is personally known to
me or who has produced f l 1 10111 me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign:
Print:
Seal:
Sign:
� i nt:
�•VAMP MAIW AI )t. tjONZALEZ
. AV PPISiH616J H in decno4•1 al:?It
=N•:. "a" EXPIRES; NOVRnbier 2, 2020
'•..;ea ,.o?; Bonded Thru NC6t ry public Underwriters
******************************** ****
APPROVED BY
,
(Revised02/24/2014)
**************************** ****************** ***********
Plans Examiner Zoning
Structural Review Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
r OWNER BUILDE ISCLOSURE STATEMENT
NAME: G�Mvt,e a /� ', DATE: p2g/I
ADDRESS: / 9V /V t,c) L 1 / 3
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. 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. I understand that I may build or improve a one family ortwo-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. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial
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.
.1. t ,
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 //It"
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
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.
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.myfloridalicense.com/dbpr/pro/cilb/index.html
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 the proposed construction activity at the following address:
/90 /\)(t) /0/s�
Initial 1.0/,
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inforr tion 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 worker's 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 2k5 day of
20
By V\ OY to iNz P ro PR, who was personally known to me or who has
Produced there Icense • as identification.
OWNER ,
NOTARY
8/28/2018 Property Search Application - Miami -Dade County
Summary Report
Property Information
Folio:
11-3101-023-0170
Property Address:
190 NW 101 ST
Miami Shores, FL 33150-1214
Owner
RICARD PROPHETE
MARLEINE PROPHETE
Mailing Address
190 NW 101 ST
MIAMI, FL 33150 USA
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
1,403 Sq.Ft
Living Area
1,117 Sq.Ft
Adjusted Area
1,260 Sq.Ft
Lot Size
8,100 Sq.Ft
Year Built
1940
Assessment Information
Year
2018
2017
2016
Land Value
$178,398
$178,398
$178,398
Building Value
$94,500
$87,696
$87,696
XF Value
$0
$0
$0
Market Value
$272,898
$266,094
$266,094
Assessed Value
$89,547
$87,706
$85,903
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Cap
Assessment
Reduction
$183,351
$178,388
$180,191
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
1 53 41
BONMAR PK ADD A RE SUB PB 24-71
W75FT LOTS 1 TO 4 INC BLK 3
LOT SIZE 75.000 X 108
73R-285545
Generated On : 8/28/2018
Taxable Value Information
2018
2017 2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$39,547
$37,706
$35,903
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$64,547
$62,706
$60,903
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$39,547
$37,706
$35,903
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$39,547
$37,706 $35,903
Sales Information
Sale Previous
Price
OR Pa 9e Book
Qualification Description
05/03/2013
$100
28628-0347
Corrective, tax or QCD; min
consideration
10/01/1986
$55,900
13048-0644
Sales which are qualified
11/01/1973
$35,000
00000-00000
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:
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APPROVED
Y
DATE
ZONING DEPT
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.•:,
SUBJECT ►O CCMPUPNCE WITH ALL FEDERAL
STATE AND CCI.JN'iY r3u1 ES AND REGULATIONS
A F.
•
MAP A• P OP BO NDA_T S J II EY
FOR: 190 N.W. IOITH STREET, MIAMI SHORES, FLORIDA 33150
LEGAL DESCRIPTION: CERTIFIED T0:
HE WEST 75 FEET OF LOTS 1, 2, 3 AND 4 IN BLOCK 3, BONMAR PARK ADDITION, RICARD PROPHETE; MARLEINE PROPHETE.
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 24, PAGE 71 OF THE
PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
GENERAL NOTES
I HEREBY CERTIFY THAT THIS SKETCH
LEGEND & ABBREVIATIONS
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•
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I. LEGAL DESCRIPTION PROVIDED BY OTHERS, UNLESS OTHERWISE NOTED.
2. THIS SURVEY DOES NOT DETERMINE OR IMPLY REAL PROPERTY OWNERSHIP.
3. THE LANDS SHOWN HEREIN ARE SUBJECT TO RESTRICTIONS OF PLAT (S) OF
RECORD, THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE
PUBLIC RECORDS OF THIS COUNTY, AFFECTING THESE LANDS.
4. MEASURED VALUES OF BOUNDARY DISTANCES, DIRECTIONS AND INTERIOR ANGLES,`::
HAVE BEEN FOUND CONSISTENT WITH VALUES OF RECORD, UNLESS OTHERWISE
SHOWN.
5. ELEVATIONS, IF SHOWN, ARE REFERRED TO N.G.V.D. 1929.
6. UNDERGROUND IMPROVEMENTS, FOOTINGS AND UTILITIES ARE NOT LOCATED ON
THIS SURVEY MAP.
7. FENCE OWNERSHIP NOT DETERMINED, APPARENT CLEARANCES AND/OR
ENCROACHMENTS ARE NOTED BY VISUAL MEANS ONLY.
8. NO IDENTIFICATION CAPS FOUND ON SURVEY MONUMENTS, UNLESS OTHERWISE
OF SURVEY OF THE HEREON
DESCRIBED PROPERTY IS A TRUE AND
CORRECT REPRESENTATION OF A
SURVEY MADE UNDER MY DIRECTION
AND SAID SURVEY MEETS THE
MINIMUM TECHNICAL STANDARDS AS
SET FORTH BY THE FLORIDA BOARD
OF PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 5J-17 FLORIDA
ADMINISTP IVE CODE P RSUANT TO
SECTIO t.7 02 RL RID S1! TUIIEt
AND IS CUM. ATE A C RR CT 0 y,
THE BE T•OF M" Ijja WLEDG AN •
•BELIEF.
• • • • • •
• • • • • e •
r®• co,c,o,
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"._._I:rw IN"FENCE ICLF)
N- • WOOD FENCE (W.
~rt-D-. IRON FENCE (IF)
A•ARC DISTANCE
a"H;rn LANGLE NDECT•
7:,.,r NaiN'
P T • POINT OF TANGENCY
r.�. • rOINT °F cwvATUE
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B.C.. BLOCK CORNER
E• PROPERTY LINE
l•CENTERLINE YLI
N Mm+H rc'r LL.
n.•FIeCO NeA...
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PRM •PCRMANEM
REF • ERENCE MONUMENT
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ED. 'RAN PPE
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• OG• EXISTING ELEVATION
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ON
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o:ee.OFFFICIAL RECORD
MOH"
• MAN CRE
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H.NES
T..• TELEPHONE FACILITIES
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NOTED.
9. THE SCALE, AS SHOWN IS THE INTENDED PLOTTING SCALE OF THIS MAP.
10. THIS SURVEY IS EXCLUSIVELY FOR THE USE OF THE PARTIES TO WHOM IT IS
CERTIFIED.
II. THIS SURVEY MAP AND THE COPIES THEREOF, ARE NOT VALID WITHOUT THE
SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
12. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
C. •BELLO jZ A • ♦ •
• OFE IONAL 0I VE' R • •
• 8 MePPER,yo. 6119 c
• • STAYE•QF FLOOID4•
FLOOD INSURANCE RATE MAP (FIRM) INFORMATION:
COMMUNITY NUMBER: 120652 PANEL NUMBER: 0302
SUFFI :•I• • PANEL REVISED DATE: 09/11/2009
FLOOD•Z0bE: a •
• • • •
D
r-
11
°
ro
o
— o
V
o
SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE
• •
FIELD WORK DATE: 09/C3/2015 •
BENCH (�ARKSi.
— o
°'
CR V r.
SIGNING PARTY OR PARTIES.
COMPLETION DATE: 09/30/2015
MIAMI-DADE COUNTY B.M. No.N-567 ELEV. =10.54'
M'
AND B.M. No.N-568 ELEV. =9.65'
••• • • • ••• • •
• • • • • • • •
• • • ••. • • •
• • ♦ • • • • • • r
• w • •• • / • •• ••
••• • • • ••• • •
COUCT OIA Ok USE FOR
1.0
QUALITY METAL PANELS
GENERAL NO'IEIP
1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017.
2. FT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION.
ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPUCABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE ENGINEER.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPUCABLE U11LIW 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. 00 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 WfTHIN 24
HOURS PRIOR TO INSPECTION.
8.THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING
AS NEEDED FOP 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 CONDm0NS, AND SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.
12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT TrIE JOB SITE. ANY DISCREPANCIES BETWEEN
PLANS, SECTIONS AND DETAILS OR THE APPUCABLE CODES OR REGULATIONS SHALL 8E 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 NECESSAR? 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 CiMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF
DRAWINGS WILL RESULT IN ADDITIONAL COST.
13. 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 NINTH EDITION.
2. STRUCTURAL STEEL 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
CALCULATIONS
In accordance with FBC 2017 and ASCE 7-10
Wind load Calculation: General Data:
Category: I
Exposure: C
V (mph): 115.00
100
Kd: 0.85
h (ft): 6
Pd (psf): 16.2
L (ft): 4
' Hpost (ft) 6
Fy (psi) 46000
A-500 Fb (psi) 27600
Fv (psi) 18400
Fy (psi) 36000
A-36 Fb (psi) 21600
Fy (psi) 1440C
Rail to Posts Connection Design
Actual Pullout 194.4
Allowable Pullout 200 Using 10-16 Hiiti
OK Flex Screw
Post Design
2 1/2x2 1/2x16 gage steel galvanized
-A-500
Mmax. (lb -in)
Zx (inA3)
fb (Psi)
fb (psi)
fb (psi)<Fb
13997
0.75
M_ maX/Sx
18662
OK
!Top and Bottom Design
2x1x0.071 st galvanized
A-500
Mmax. (lb -in) 1166
Sx (in"3) 0 086
fb (psi) Mmax/Sx
fb (Psi) 13562.8
fb (psi)<Fb OK
Foundation Design (nonconstrained FBC 2017 -1807.3.2.1)
P 388.80 Lateral soil bearing 200
Kwik A 1.44 Footing Diameter (ft) 1.583:
d 3.00 For poles 1806.3.4 2
•
N
4'-0" MAX
_ • ,
TYP. FENCE PIAN VIEW
SCALE: 3/4"=1'-0"
4'-0" MAX
�-II • I
l 1f {' N 4
i I
QI{
1
Jj
0.06-;.
S=0.47 IN'
Z =0.58 IN'
Mmax=16.2*4*6*6/2
=13 997 #-in
M Aso=Mn/0 ,
Mn=Fy*Z , 0 =1.67
M Aso=16 000 Via
Mmax < M Aso 4
4.
2 3"
u
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 r 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 HILTI OR APPROVED EQUAL, OR BY
1/4" PUDDLE WELDS.
S=0.124 IN'
Mmax=16.2*6*.5*4*4/8
=1 166 #-in
M Aso=Mn/0
Mn=Fy*S , f1 =1.67
M A5D=2 673 #-in
Mrnax < M Aso
r4
2"
4.
l iP• FENCE ELEV. VIEW
SCALE: 3/4"=1'-0"
S = 0.0863 IN'
Mmax=16.2*6*.5*4*4/8
=1 166 #-in -
M Aso=Mn/0 ,
Mn=Fy*S , 4 =1.67
M Aso=16 167 #-in
Mmax < M ASD iv
1
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/I1 ,
Mn=Fy*Z , f2 =1.67
M Aso=16 530 #-in
Mmcx < M ASD
2 1/2"
u
2x1x16 GA
GALVANIZED
STEEL TUBE
RAIL TOP
MEMBER
• •
24 GA (AO* •
GALVANIZE • • • •
METAL SHEET •
••••
• •
••••
2.5x2.5x 16" t1"'
•
GALVANIZES• • •
STEEL POST. ..•.
SPACED c. • •
4'-0" MA1. 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 TYP
RY
01
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
M
a
6 d"
1
•
•
•
•
•
•
•
•
QUALITY METAL PANELS
s.�
r;+
11
kg 51
❑RAISSI, 'l. LOPEZ,PE
DJO$ IALO A. PAZ,PE
1/9/2018
SD-1
POSTS (16 GA) RAILS (16 GA)
ALTERNATIVE
RAILS (19 GA)
ALTERNATIVE POSTS
(16 GA)
PICKETS (27 GA)
1081
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. IT SHALL BE THE CONTRACTORS RESPONSIBILfTY 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 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 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. ADDTTONAL 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
In accordance with FBC 2017 and ASCE 7-10,
,Wind Speed from FBC 2017, Chapter 16, Section 1616.
Wind load Calculation: General Data:
V (mph): 115.00 Fence Span(ft): 4
Exposure: C 'Hpost(ft) 6
Gust Factor 0.85
Cf: 1.30
Kd: 0 85
h (ft): 6 00
Kz: 0.85
qz (psf): 16.2
Rail to Posts Connection Design
Actual Pullout 32
Allowable Pullou 200 Using 10-16
OK Flex Screw
Fy (psi) 46000
A-500 Fb (psi) 27545
Fv (psi) ? 18400
FY(psi)` 36000
A-36 Fb (psi) -21600
Fv (psi) 14400
Hilti Kwik
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING CODE AND RISC SPECIFICATIONS NINTH EDITION.
2. STRUCTURAL STEEL 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
2.1 v=115 mph
DL(psf): 5 ......
Gate Span(ft): 4 (Gate Span = Gate Leaf, not opening)
Post Design
Steel galvanized A-500
Section Mwind MDR
2.5x2 5x16Ga 14012 2880
fb (psi)<Fb OK
Top and Bottom Design
2x1x0.071 st galvanized
A-500
Mmax. (lb -in) 2608
,,,.. (lb -in) qZ (in^3) fb (psi) Sx (in^3) 0.124
14305 0.58 24663.7 fb (psi) Mmax/Sx
'fb (psi) 21029.E
;fb (psi)<Fb OK
Foundation Design (nonconstrained FBC 2017 -1807.3.2.1)
P .. 583.83'?
A 2.16,
d (Depth) 3.95i,
.
(2017 -1806.2)
Lateral soil bearing 200.
Footing Diameter (ft) 1.58333
For poles 1806.3 2'
NEXT POST FENCE TO
BE AT NO MORE THAN 4'
3'-0"/4'-0" MAX
NEXT POST FENCE TO
BE AT NO MORE THAN 4'
2x1x16 GA. GALVANIZED
STEEL FRAME GATE
(TYP)
GALVANIZED JIttL POST
2-1/2"x2-1/2"x16GA
N
24 GA. (MIN.) GALVANIZED
METAL SHEET DURA
FENCE
M
2x1x16 GA. GALVANIZED
STEEL FRAME GATE
HINGES TO RESIST
180 LBS
2x1x16 GA. GALVANIZED
STEEL FRAME GATE iv
(TYP)
GATE
CONNECTIONS:
- PICKETS TO BE
CONNECTED TO
TOP AND BOTTOM
RAILS WITH (4
PER PICKET, 2
TOP & 2 BOTTOM)
10-16 KWIK FLEX
SCREW 'ay HILT]
OR APPROVED
EQUAL.
GALVANIZED
STEEL POST
2-1/2"x2-1/2"x16GA
0.06
S=0.47 IN'
Z=0.58 IN'
Mmax=14 305 #-in
M AsD=Mn/Q ,
Mn =Fy*Z 0 =1.67
M Aso=16 000 #-in
Mmax <MAso
2 }"
1
•
•
LOCH HARD
I-
I
► GLE GATE ELEV.
E
w
SCALE: 3/4"=1'-0"
3'-0" /4'-0" MAX
TYP. P. SINGTLC• GATE FLAN.
:
x
•
0
0
0
S=0.124 IN'
Mmax=2 608 #-in
M Aso=Mn/0 ,
Mn=Fy*S 0 =1.67
M Aso=2 673 #-in
Mmax < M ASO
0.06 Jd.
e P
2"
SCALE: 3/4"=1'-0"
0.06
S=0.48 IN'
Z=0.60 IN'
Mmax=14 305 #-in
M Aso=Mn/f) ,
Mn=Fy*Z , 0 =1.67
M Aso=16 530 #-in
Mmax < M ASD
21/2"
f\
Z
r)
• •
• • •
•• •
• • • •
• •
• • • •
• •
•• ••
• • •
•
• • •
••
••
••
•
••
• •
• •
••
• •
••
•
+ • •
• • •
••••
3 KSI CONC MOW; •
012"x4'-0" MEP OR • •
019"x3'-0" DEEP OR • • • •
024"x2'-6" DEEP (rYP)
APPUCABLE
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*0.125*12
=72 #-in
M Asp=Mn/0 ,
Mn=Fy*Z 0 =1.67
M Aso=160 #-in
Mmax < M ASD
6 a"
1081
•
•
CI
ON
CD
4g
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r t:
(D -4•
w ".•
• �� u•
•
(,) sr> •
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0
0
r8i
❑RAISSA R. LOPEZ,PE
❑GONZALO A. PAZ,PE
1/018
SD-2
s
6
QUALITY METAL PANELS
GENERAL NOMA
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.IT 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 FAMIUARIZING WITH CURRENT SITE CONDm0NS, 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 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. ADDTTONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF
DRAWINGS WILL RESULT IN ADDTTONAL COST.
15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES
HAVE BEEN APPROVED IN WRtTTNG 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 STEEL 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 ‘.115 mph
Wind load Calculation: General Data: DL(psf):
V (mph): 115.00 Fence Span(ft): 4 Gate Span(ft):
Exposure: C Hpost (ft) 6 Post Design
Gust Factor 0.85
Cf:
Kd:
h (ft):
Kz:
qz (psf):
1.30
0.85
6.00
0.85
16.2
Fy (psi) 46000
A-500 Fb (psi) 27545
Fv (psi) 18400
Fy (psi) 36000
A-36 Fb (psi) 21600
Fv (psi) 14400
Rail to Posts Connection Design
Actual Pullout 32
Allowable Pullou 200 Using 10-16
OK Flex Screw
5 Top and Bottom Design
5 (Gate Span = Gate Leaf, not opening) 2x1x0.071 st galvanized
Steel galvanized A-500
Section M,",Ind
2.5x2.5x14Ga 15764
fb (psi)<Fb OK
MDL Mmax. (lb -in) Z. (inA3)
4500 16393 0.71
A-500
Mmax. (lb -in) 4074
fb (psi) Zx (inA3) 0.155
23089.1 fb (psi) Mmax/Sx
fb (psi) 26287
fb (psi)<Fb OK
Foundation Design (nonconstrained FBC 2017 -1807.3.2.1)
P 583.83
Hilti Kwik A 2.16
d (Depth) 3.95
(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)
c•
GALVANIZED
STEEL POST
2-1 /2"x2 - 1 /2"
x14GA
24 GA. (MIN.)
GALVANIZED METAL
SHEET FENCE
HINGES
TO RESIST
180 LBS
•N
2x1x16 GA.
GALVANIZED
SIttL FRAME
GATE (TYP)
Z
0
7.1
3 KSI CONC. FOOTING
019"x4'-0" DEEP OR
024"x3'-9" DEEP OR
030"x3'-4" DEEP OR
036-x3'-0" DEEP
2x1x16 GA.
GALVANIZED STEEL
FRAME GATE (TYP)
10'-0" (MAX)
1 2"
uu
7/8" DIAN. SOUD BAR
CANE BARS
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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.
TYP. DOUINE GAM V. VIEW
SCALE: 1/2"=1'-0"
10'-0" MAX
2x1x16 GA.
GALVANIZED
SItLL FRAME
GATE (TYP)
l `
•
TYP. DOUBLE GATE PIS VIEW
0.08
S=0.57 IN3
Z=0.71 INF
Mmax=16 393 #-in
M Aso=Mn/Q
Mn =Fy*Z 0 =1.67
M Aso=19 550 #-in
Mmax < M Aso
1'
S=0.124 IN'
Z=0.155 IN'
Mmax=4 074 #-in
M Aso=Mn/Q ,
Mn=Fy*Z , 0 =1.67
M Aso=4 269 #-in
Mmax < M Aso
0.06
•
2 r
2"
POSTS (14 GA) RAILS (16 GA)
4.
SCALE: 1/2"=1'-0"
-. . -.
NEXT POST FENCE TO
BE AT NO MORE THAN 4'
a
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3 KSI CONC. FOOTING
019"x4'-0" DEEP OR
024"x3'-9" DEEP OR
030"x3'-4" DEEP
OR 036"x3'-0" DEEP
()
APPLICABLE
EXCLUSIVE ONLY FOR
SEDIMENTARY AND
FOLIATED ROCK SOIL
012"x2'-9" DEEP
GALVANIZED6
SItLL POST
2rx2rx 14GA
24 GA. (MIN.)
GALVANIZED METAL
SHEET FENCE
Z=0.0074 IN'
Mmax=16.2*(6.125/12)*2.42*2.42*0.125*12
=72 #-in
M Aso=Mn/Q ,
Mn=Fy*Z , 0 =1.67
M Aso=160 #-in
Mmax <MASD
C
a
0
6 r
�Ib
11
❑RAISSA R. LOPEZ,PE
❑GONZALO A PAZ,PE
1/9/2o1s
SD-3
PICKETS (27 GA)
1081