FW-07-22-1676Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number Project
349 NE 99TH ST, Miami Shores, FL 33138 1132060135510 ONLINE PERMITS
Contacts
MARIA LAMBRECHTS Owner OWNER Contractor
349 NE 99 ST, MIAMI SHORES, FL 33138
Mobile: 3053229713 MCLAMBRECHTS73@GMAIL.COM
... ........ .. .............
I Inspection Requests:
Description: INSTALLATION OF DURAFENCE METAL STRUCTURE Valuation: $ 12,558.00
IN WHITE COLOR 6' TALL WITH DOUBLE DOOR GATE 8'WIDE 3Q5-762-4949
AND A 4' WIDE GATE IN DUROFENCE AND A 4' WIDE GATE 'Total Sq Feet: 0.00
rICRIZONTAL ALUMINUM GATAE 6' FT WHITE
iriIre Other
i)BPR Fee
DCA Fee
Education Surcharge
Planning and Zoning Review Fee
Scanning Fee
Structural Review ($60)
Technology Fee
Wire and Wood Fence Fee
Total:
Amount
$50.00
$7.80
$2.00
$2.00
$2.60
$70.00
$15.00
$60.00
$2.50
$50.00
$261.90
Payments
Date Paid Amt Paid
Total Fees
$261.90
Credit Card
07/25/2022 $211.90
Credit Card
07/01/2022 $50.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
� �?C� 2 Iv4 la)WPIK j - - 6 - '-2LoLL
Authorizedrfture: Owner Z / Applicant / Contractor / Agent
Date
December 06, 2022 Page 2 of 2
ENTERED
Miami Shores Village JUL. 01 2022
Building Department BY:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 2020
BUILDING Master Permit No. 8PP-- 6,322 - -%47
;BUILDING
MIT APPLICATION Sub Permit No. Fw-6'-7'ZZ kWi� ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING
❑ MECHANICAL ❑PUBLIC WORKS
❑ CHANGE OF ❑ CANCELLATION
❑ SHOP
CONTRACTOR
DRAWINGS
JOB ADDRESS:
L C�
3 / V L — q 517
City:
Miami Shores County:
Miami Dade Zip:
Folio/Parcel#:
1
1 - 2-0 551 O
Is the Building Historically Designated: Yes
NO
Occupancy Type:
Load: Construction Type:
Flood Zone: BFE:
FIFE:
OWNER: Name (Fee Simple Titleholder): 1 `4 Q&Q-U U1\14 LAA5�(''�Phone#: 5 '�> 2-2- - l3
Address:
,,'3�1 Q �L S.*
/90)
1 l City: '61-' `Yuog-toS State: - Zip:
Tenant/Lessee Name:
Email: M C LAM 'B P—E— C
CONTRACTOR: Company Name:
Address:
City:
Qualifier Name:
State Certification or Registration #:
DESIGNER: Architect/Engineer:
ne#:
ne#:
_Zip:
ne#:
Certificate of Competency #:
ne#:
Address: City: State: Zip: Value of Work for this Permit: $ l Z , S S V Square/Linear Footage of Work: 100 e-� I � ,,,
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace"❑ Demolition
Description of Work: S � i' � L � 'I Ca Fe "\ C Ee S r 1( tiJ (2
Cx? all T-X,—t/QV^
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Technology Fee $_
Structural Reviews $
(Revised02/24/2014)
Permit Fee $ CCF
Radon Fee $ DBPR $
Training/Education Fee $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Add
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.
Signature l_ V _ ` _ (� )"k_=` ""
OWNER or AGENT
The foregoing instrument was acknowledged before me this
A� day ofy L)1 U 20 Z2 by
t" O-4-, 6,- (rQ.av)V_-;,fe-f—VAAo is personally known to
me or who has produced ice- �E'�`✓�� L-r C as
identification and who did take an oath.
NOTARY PUBLIC:
Signature
CONTRACTOR
The foregoing instrument was acknowledged before'me this
day of ��y i U 20 ZZ by
�C r1g Lqw brp- C-iS, who s'personally known to
me or who has produced e ( L as
identification and who did takd'an oath.
NOTARY PUBLIC:
Sign: L/ Sign:
Print: \ ` V -e—n Y l> - Print: I, -e—vi VIA \li%,
Seal: ,\`\tPy Po''% Vivienne Vivienne a0
�o�r...... s�o, Seal:
Comm.:HH 222410 _ ° �Comm.:HH 222410
_.'ate= Expires: Jan. 31, 2026 . �. `oQ; Expires: Jan. 31, 2026
�OFF�;f 0 ry ���F F� ��`Notar Public - State of Florida
��MM4�11`��N0��4�P*bi>«� S�*tea**lo*ids� *
APPROVED BY "I'� Plans Examiner ' Zoning
CC - Structural Review
(Revised02/24/2014)
Clerk
ENTERED
A_ 0 1 2022
ami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
/NAME:
OWNER BUILDER DISCLOSURES CSTATEMEEN11 �-ot. ,AI 14 h aZ�Ct� I'DATE: ✓ � � 1 � ZD 2—�-
ADDRESS: �3� �1 �l� S �"1�1 dt-j� 5
jttoC F' S
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,.F.S 489.103(7).. And I have
read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption
allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a
cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy, it may not be built for sale or
lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built
for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor, it is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on
your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and
with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all
applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an
exemption from the law. The exemption specifies that 1, 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. 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
A-
3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits ancicontraclis,
Initial M_
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. i may also build or improve a commercial
building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially
improved for sale or lease, if a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption.
Initial
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
�) 1
Initial
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence
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. 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. 1, 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. I '
Initial
9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. 1 also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initial 1
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:/Iwww.myfloridalicense.com/dbor/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:
Initial
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informa Ion I have provided on
this disclosure. /� I
Initial (�/,
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court. It is also Important for you to understand that, if an unlicensed contractor or
employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder
permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit. A.copy of the property owner's driver license, the notarized signature of the property
owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this [ day of u � L , 20 _?
By ba)Y-YN6re-Lh`_5who was personally known to me or who has
Produ,Led there License or [--L f,C_,-ZS
OWNER
Lk' L
as identification.
NOTARY
OY!PV��i��
Vivienne Yao
_'�'`
Comm,:HH222410
o
Expires: Jan, 31, 2026
��''�0,;;��°
Notary Public • State of Florida
Property Search Application - Miami -Dade County Page 1 of 2
OFFiCE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-013-5510
Property Address:
349 NE 99 ST
Miami Shores, FL 33138-2436
Owner
MARIA CAROLINA LAMBRECHTS
Mailing Address
349 NE 99 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
__._....__...
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
2,214 Sq.Ft
Living Area
1,866 Sq.Ft
Adjusted Area
1,986 Sq.Ft
Lot Size
8,625 Sq.Ft
Year Built
1940
Assessment Information
Year
2022
2021
2020
Land Value
$405,254
$276,535
$276,535
Building Value
_....... ____............... __.._____.____....._.___._...._....-----..__._.___
XF Value
.............. __............ ........ ______...... .... ____....__._.......... _.
Market Value
$357,718
......... _......
$2,428
... ___.__..___......_.....___...._____
$765,400
$262,152
_________
$2,428
_----_.___.._......_......_ .._..___
$541,115
$265,429
$2,428
_______..__........_.._.._-.._ _
$544,392
Assessed Value
$464,5441
$451,014
$444,787
Benefits Information
Benefit
Type
2022
2021
2020
Save Our Homes
Assessment
$300,856
$90,101
Cap
Reduction
........ ------ -.._.._..
___
Assessment
s _...._-_...-_
Portability
$99,605
Reduction
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption _ W M
M $25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 1 AMD PB 10-70
LOT 19 & W1/2 OF LOT 20 _
BLK 40
LOT SIZE 75.000 X 115
Generated On : 7/1/
Taxable Value Information
2022
2021
2
County
Exemption Value
$50,000
$50,000
$50.
Taxable Value
$414,544
$401,014
$394.
School Board
Exemption Value
$25,000
$25,000
$25.
Taxable Value
$439,544
$426,014
$419.
City
Exemption Value
$50,000
$50,000
$50.
Taxable Value
$414,544
$401,014
$394.
Regional
Exemption Value
_..._......._.._.. __.____...................
Taxable Value
$50,000
�_._
$414,544
$50,000
®_..__.......__.._._
$401,014
$50
...._.._...........................-
$394
Sales Information
OR Book -
Price
Qualification Description
Sale
...---
-..._.__.....--._.--....
Pa
Pa e
9
31555-
07/12/2019
$680,000
Qual by exam of deed
3742
30555-
05/30/2017
$447,500
Qual by exam of deed
4924
21820-
Sales which are disqualified as a rest
07/01/2003
$0
1644
of examination of the deed
16903-
Sales which are disqualified as a rest
08/01/1995
$0
1050
of examination of the deed
https://www.miamidade.gov/Apps/PA/propertysearch/
7/ 1 /2022
(-Z e-p—yV0ne�
_Poo �
Lot 7,
Block 40
�--wuP
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No Id
1j-o"Penee
-t-all -JU Cock
Ld
W k de. A Lot 18,
W
r Block 410
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Z
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W
t 0
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oco
0
W
B9uIED-1- d� A�N-11113
3>0 J Mbe ��' of
Lot 6, � � 1� (o
Block 40 1 Lot 5,
CLF Block 40
10'
r) 8'8
alt Pavement
E 75.00'
kkKXx` w%M
Lot 19,
Block 40
'G.�
23.15' --j Oti0 ao
�e1
name 4t�°�
vF_ 10.10, o
1�t.
t Brick
Steps
in 18.40'
F Conc. ONE STORY CBS
D/W RESIDENCE # 349
Tr)
20
� N
13.10' 0 19.10,
CBS Wall
sheet it 02 it
- /2" FIP Alle�
No Id
KXXA
x
The West 1/2
of Lot 20
A/C pad
3'x3'
Elev.
o=10.66,
00
N O
M
12.30' _ �.9
F
Y
C6
Co
C r
0 `�
N
Cl)
N 8939'05' W 75.00'
9.01
Conc. Conc.
D/W D/W
23' 24.4'
-- 16.2'
Northeast 99th Street
No Fence
Cie,
3
Remainder
Lot 20
Block 40
O
N
p
O
co
Adjacent
Dwelling
21.08�
No Fence
>" FIP
Jo Id 228.19'
4.75' Sidewalk
W
i o
Block
Corner
F — —N 8939�5' ,�—
20.3' Aspahlt Pavement F/N
CLP 75' Right -of -Way as Per Plat Book 10, Page 70
Miami Shores Vill wilding Depa-tm nt Miami -Dade county records
Zoning Dept. Date A _ �� - 11.2' Aspahlt Parking
Building Dept. �� Date l Z,'L - -
---CUTY
Subject to compliance with all Federal,
State and(ounty rules and regulations. 11' Parkway
Permit# 6-1 — 1� br-- ------ ----- --
__ 6' Sidewalk
JOB # 19-710
DATE 06-22-2019
PB 10-70
Surveyor Notes:
Survey's Incomplete without sheet I of 2
Scale ofDrawing I "= -0
Drawn By: F.0 Date: 0h-22 -2019
Completed Field Survey Date: 06-21 -2019
AFA & COMPANY, INC. LB #7498
Professional Land Surveyors and Mappers
13050 SW 133rd CT Miami, Florida 33186
PH: 305-234-0588 FX: 206-495-0778
AFA &---
Company, Inc
The sketch hereon is a true and
Accurate representation thereof to the best
of my knowledge and belief, Subject to notes
and Notations shown hereon.
o
c�
Ln•�/inaida F. Proje6/Sueyor120? T A in /?/vr
p
er #5526
S/nie oj/Zniido
, NoI Ya/id unless Signed & Stomped w Ih Bni6nrredSea!
a�
Q
70
L.
co
Z
---------------- Northeast 100th Street -----------------------
12 11 10 9 8 7 6 5 4 3 2 1
D
j C
} i j >
13 14 15 16 17 18 19
The W ) /2 L
o Lot 26
;4 21
------------------------- Northeast 99th Street
PROPERTYADDRESS:
ABBREVIATIONS
349 Northeast 99th Street
Miami Shores, Florida 33138
A -ARC DISTANCE
ASP -AVENUE
H =ASPHALT
A/C -AIR CONDITIONER
BLDG -BUILDING
B. COR.-BLOCK CORNER
C.B. -CATCH BASIN
CLF CHAIN LINK FENCE
SURVEYOR NOTES:
CONC. =CONCRETE
COL -COLUMN
C.U.P. -CONCRETE UTILITY POLE
# I Lands Shown Hereon were not abstracted for
-CONCRETE LIGHT
CBSF -CONCRETE-BLOCK BLOCK POLE
Easement and/or Right of Way Records. The
STRUCTURE
Easement / Right of Way that are shown on
C.M.E. K EAAELNMEN7NTF.NANCE
survey are as per plat of record unless otherwise noted.
D =DIRECTION
42 Benchmark: Miami -Dade County Public Works Dep.
D� `DRry EWAY
D.M.E. -DRAINAGTNAG E &MAINTENANCE.
BM Name N-802; BM Loc. 3250 W; Elev.-.9R'
7i
EASEMENT
#3 Bearings as Shown hereon are Based upon
INC.-ENCROACHMENT
E.T.P. -ELECTRIC TRANSFORMER PAD
Northeast 99th Street. N 89*39105" W
F.P.L.-FLORIDA POWER AND LIGHT
#4 Please See Abbreviations
F.H.-FntEHYDRANT
F.I.P. -FOUND IRON PIPE.
#5 Survey is incomplete Without Sheet 2 of 2
F F -FINISH
#6 Drawn By: E.O. Date: 116-22 -2019
F.D.H. FOUNDD DRILL HOLE
DRILL
F.R =FOUND REBAR
#7 Complete Field Survey Date: 06-2' -2019
FM =FOUND DISC
#8 Disc No 2019, Station Surveying Scion
FIN =FOUND NAIL
IN IRON FENCE,
#9 Last Revised:
L -LENGTH
# 1 0 Legal Description Furnished by client.
L.P. =LIGHT POLE.
MEAS. =MEASURED
#11 This Certification is only for the lands as described.
xcv: MNnnONALGEODETIC
It is not a certification of Title, Zoning, Easements,
TUM
VERTICAL DANOT
or Freedom of Encumbrances. ABSTRACT NOT
STO SC LE
REVIEWED.
O.E -OVERHEAD ELECTRIC LINE
oa. -OON
#12 There may be additional Restrictions not
CONTRO
RVATUREL POINT
shown on
this survey that may be found in the Public Records
P.C.F-POINT OFF
R "RADIUS
Of Miami-DadeCOUn
County, examination of ABSTRACT
REs =RESIDFNCE
SDW'LK
OF TITLE will have to be made to determine record
-SmEWALK
T -TANGENT
instruments, if any affect this property.
U.E. -UTILITY EASEMENT
W/F -WOOD FENCE
413 ACCURACY:The expected use of the land, as classified
W.V. ' L
in the Standards of Practice (5J-17.052), is
W.U.P. -WWOODOOD UTTILITTY POLE
'-- -IRON
"Residential". The Minimum relative distance accuracy-�
FENCE
• -CHAIN LINK FENCE
for this type of boundary survey is 1 foot in 10,000 fe
~~ -WORD FENCE
-CBS WALL
t.
The accuracy Obtained by measurement and calculation
_�_
-._ -OVERHEAD ELEC.
of a closed geometric figure was found to exceed this
-CENTER LINE
— — — ,-EASEMENT
requirement.
- -DENOTES ELEVATIONS
#14 Foundations and/or footings that may cross beyond the
-BUILDING
— — a -DISTANCE
boundary lines of the parcel herein described are not
® -CATCH BASIN
®
shown hereon.
-WATF,RMFTER
°
#15 Not Valid without one signature and the original raised
-w.U.P.
-STATE ROAD
seal of a Florida Licensed Surveyor and Mapper.
0 -US HIGHWAY
'INTERSTATE
Additions or deletions to Survey maps or reports by
other than the signing
g g party or parties is prohibited
A =MONITORY WELL
without written consent of the signing party or parties.
#16 Contact the appropriate authority prior to any design
work on information.
417 Underground utilities are not depicted hereon, contact
the appropriate authority prior to any design work or
AFA �C
construction on the property herein described.
Surveyor shall be notified as to any deviation from
Company, Inc.
utilities shown hereon
#I8 Ownership Subject to OPINION OF TITLE.
ENTERED
JOB # 19-710
DATE 06-22-2019
PB 10-70
JUL 01 ZOZZ
22 13 24 z
i
ELE VA TION INFORMA TION
National Flood Insurance Program
FEMA Elev. Reference to NGVD 1929
Comm Panel
120652
Panel #
0302
Firm Zone:
tWIT
Date of Firm:
09-11-2009
Base Flood Elev.
N/A
F.Floor Elev-
11.65'
Garage Elev.
10.41'
Suffix:
IT"
Elev. Reference to NGVD 1929
CERTIFIED ONLY TO:
Quicken Loans, Inc., its successors and/or assigns
Maria Carolina Lambrechts
Isabel S. Martinez PL
Old Republic National Title Insurance Company
LEGAL DESCRIPTION:
Lot 19 and the West 1/2 of Lot 20, Block 40, of
an Amended Plat of Miami Shores Section No.
1, according to the Plat thereof, as recorded in
Plat Book 10 at Page 70, Public Records of
Miami -Dade County, Florida.
Projecriona/
Land Surveyors and Mappers LB #7498
13050 S.W. 133rd Court, Miami. Florida 33186
Email: afaco@bellsouth.net
Ph.: 305-234-0588, Fax: 206-495-0778
This certifies that the survey of the property
described hereon was made under my super-
vision & that the survey meets the Standards
Of Practice set forth by the Florida
Board of Professional Land Surveyors &
Mappers in Chapter 5J-17.052 of Florida
Administrative Code, pursuant to Section
472.027, Florida Statutes.
& That the Sketch hereon is a true and
accurate representation thereof to the best
ofmy knowledge and Belief, subject to notes
and notations shown hereon.
ArMando R A/varc
Prq%�ainaiSmrvet-or &,e;A2pper #SS26
Slate ojPWkda
Not Va/id an/ess Signed & Slamped with Eixbassed Sea/
t4MM
� QUALITY METAL
PANELS
GA NMAL NO(IFS.
1. ALL WORK SI- L. CONFDRIA TO FLORIDA BOLDING CODE 2020.
2 IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WTH APPIll,ABLE CODES AND AITIDRITIES HAVING aRSDICiiOR AW
DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICI+BLE CODES SHALL BE IWAEDIATELY EiROUGHT TO THE ATTENTION OF THE ENGINEER
3. iT S KL BE THE CONTRACTORS FE9 SIBIUiY TO MEET WiTH ALL APPUC6&E UTILITY COMPANIES TO VERIFY ALL LINDER- GROUND FACILITIES
PRIOR TO THE BEGINNING OF CONSTRLICT)M ALL D(CAVAT)ONS SWLL PROCEED MTH EXIMC CATTION AT ALL TIES. IN THE EVENT THAT
EXISTING UTTUTIES ARE IYJ,VM, IT SEAL BE THE RESPONSIBUTY OF THE WNTR CiOR TO REPAIR OR REPINE ALL DAMAGES.
4. THIS WORK REQURI;S A BOLDING PERMIT. DO NOT BEGIN WORKING LRITIL A BULDING PERMIT IS OBTAINED.
5. CONTRACTOR IS TO RA NSH ALL LABOR, MATERALS, SERYM AND EQUPWX NECIS9ft1' TO COMPLETE ALL WM SH M N ON THE DRAWNGS
AND SPECIFIED HEREIN.
rx DO NOT SCALE D MNGS, DIMENSIONS GDEK
7. BNGINEDR'S VISITS TO THE SITE, AS PER G.0 OR OttVS REQUEST DOING CONSTRl1CDON SFAl BE SCHEDULED WTTHN 24 HOURS PR10R TO
INSPECTION.
8. THE CONiRACTOR SHALL W E REOURfD ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR
AND DURING THE PROGRESS TO PROTECT AIakCEMT PROPERTIES.
9. RE CONTRACTOR SHALL NOT PROCEED WITH AM ADDiTiONk SERVICES OR WORT( WTTHOIf PRIOR NOTIFICATION TO TIE ONEZ
10. THE CONTRACTOR IS SOUEI.Y RESPONSIBLE FOR HEMS AND METHOC6 CONSTRUCTION, AM) FOR THE SEQlEIM AND PROCCEN)RES TO BE USED.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMLIARVING WITH Wf<ENT SiTE CONDITIONS, AND SHALL REPORT ANY DIS< UANCIES 10 THE
ENGINEER PRIOR TO STARTING WORK
12 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PAD EXISTING CONDITIONS AT THE JOB SITE ANY DISCREPANCIES BEiWEBJ PLANS, SECTIONS AND
DETAILS OR THE APPLICABLE CODES OR REGLAATIONS SHALL BE BROUGHT TO THE ATTWTICN OF THE ATCFITTECT OR ENGINEER DIALING BIDDING
OR BEFORE WORK BEGINS IN ORDER TO (XARIFY THE REQUIREIENTS AND TO EFFECT THE NECESSAW MODIFICATIONS, GRANGES AND /OR
INSMUCiION &
11 CONTRACTOR 9A1 BE RESPONSIBLE FOR F=NG ALL DISTURBED EXISTING CONDITIONS AND PROPER DSPCS4l. OF 99 EXTRA J ATERIU &
GARB4GE FRDM THE SITE AFTER COMPLETION OF WORK
14. DRAWINGS ALIT DIMENSIONS ARE BASED UPON DRAWWN M SI.MED B1' THE CLIENT. EASTERN ENGINEERING MP WiLL NOT BE RE.SPONSIEILE
FOR ERRORS OR WSINTERPRETATIONS OF THE SYSTBA DESIGNED BY LIS BASED ON CLIENT CONFIRMED DESIGN AND DIMeSONS. ADDITIONAL
DRAFTING TIE EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SiAJNG OF DRAWINGS WILL RESULT IN ADDITIONAL COST.
15. DO NOT Sl1BSTTTUTE VATERAL$ EAUPIENTS OR METHODS OF CONSMIXTIOXN UNLESS SUCH SUBSTITUTIONS OR (ORANGES HAVE BEEN
APPROAD IN WRITING W THE OWNER.
DESING LOADS
FENCE
WAND LOAD AS PER ASCE 7-16
KD=0.85
WIND VELOCITY AS PER ASCE 7-16
MLAI-DADE
CATEGORf 2 --- 115 mph
AS PER FBC 2020 SECTION 1616.2.1
CALCULATIONS
1. STRUCTURAL SEED- HAS BEEN DESIGNED IN ACCORDANCE WiTH THE
BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION.
2 STRUCTURAL STEEL SHALL. MfEi THE FOLLOWING REQUIREMENTS:
TYPE ASTM GRADE Fy
STEEL SHEETS A36 --- 360
STRUCTURAL TUBING A500 B 46 KSI
3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED.
4. ALL EXPOSED FERROUS METAL PANELS, RAILS AND POSTS TO BE OF
FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WiTH
AUNT -RESISTANCE COATINGS, SUCH AS H AVf-BODIED BITUMINOUS
PAINT OR WATHER-WHITE MODVO?YLATE LACQUER
In accordance with FBC 2020 and ASCE 7-16
Wind load Calculation: General Data: Post Design
Category:
I L (ft):
4
Exposure:
C Hpost (ft)
6
V (mph):
115.00
Fy (psi) 46000
I:
1.00
A-500 Fb (psi)
27600
Kd:
0.85
Fv (psi)
18400
h (ft):
6
Fy (psi)
36000
Pd (psf):
1&2
A-36 Fb (psi)
21600
Fv (psi)
14400
Rail to Posts Connection
Design
Actual Pullout
194.4
Allowable Pulk
200 Using 10-16 Hilti
Kwik
OK Flex Screw
��
II
'IlI
I
[ 1
Top and Bottom Design
2 1/2x2 1/2x16 gage steel galvanized 2xlxO.071 st galvanized
A-500
A-500
Mmax. (lb -in)
13997
Mmax. (lb -in)
1166
Zx (in A3)
0.75
Sx (in A3)
0.086
fb (psi)
Mmax/Sx
fb (psi)
Mmax/Sx
fb (psi)
18662
fb (psi)
13562.8
fb (psi)<Fb
OK
fb (psi)<Fb
OK
Foundation Design (nonconstrained FBC 2020-1807.3.2.1)
P 388-80 Lateral soil bearing 200
A 1.44 Footing Diameter (ft) 1.583
d 3.00 For poles 1806.3.4 2
I1
II
I 1
II
II
II
JI IL
I I
11
TYP. FENCE PIAN VIEW
SCALE: 3/4"=l'-O"
.- i :�i__ I __�: 4. __
ENTERED
BY:
SHAD 41X
D-UfAX
SCALE: 1 1 /2"-1'-0'
2x1x16 GA
GALVANIZED
STEEL TUBE
RAIL TOP
MEMBER
1--f
- - 24 GA (MIN.)
GALVANIZED
11"
METAL SHEEP
Eastern
2.5x2.5xl6 GA. 0,mmebr. Engineering Group
GALVANIZED 3401 NW 82nd Avenue Suite 370 Dora[, FL 33122
STEEL POST Phone: (305) 599-8133 info@easterneg.com
of SPACED ® v v w eastemeg.com
�p 4'-0" MAX. PROJECT NAME:
O.C. QUALITY METALS PANELS 2021
I
2xlxl6 GA
GALVANIZED
STEEL TUBE
RAIL BOT.
MEMBER
I
3000 PSI CONCRETE
FOOTING 012"x4'-O"
DEEP OR 019"x3'-0'
DEEP OR 024"x2'-6'
DEEP)
APPLICABLE EXCLUSIVE ONLY
FENCE CONNECTIONS: FOR SEDIMENTARY AND FOLIATED
- RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16 KWIK ROCK SOILS
FLEX SCREW by HILTI OR APPROVED EQUAL. ACCESS HOLE AT I I 012-x2'-9- DEEP (*)
RAILS TO BE PROVIDED FOR CONNECTION, OR BE J" WELD 1" -
WELD LENGTH IN 2 OPOSITE SIDES MINIMUM. I I (*) SOIL SHALL BE VERIFIED TO
- PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH BE CONSISTENi WITH THE
1 1 (4 PER PICKET, 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW CHARACTERISTICS. A
by HILT] OR APPROVED EQUAL, OR BY 1/4" PUDDLE WELDS. 1 1 FLORIDA LICENSED ENGINEER SHALL!
I I ri MSUALLY INSPECT AND PROJIDE A
LJ U j CERTIFIED LETTER ATTESTING SO
S=0.47 IW
Z=0.58 IW
Mmax=16.2*4*6*6/2
=13 997 #-in
M ASD=Mn/fl ,
Mn=FY*Z , 0 =1.67
M ASD=16 000 #-in
Mmax < M ASD
b W r
POSTS (16 GA)
1 i r. 1'rd CE
E LL'ir. VMW
-
-- J
SCALE: 3/4"=l'-O"
S = 0.0863
S=0.124 INN
Nhax=16.2*6*.5*4*4/8
204
Mmax=16.2*6*.5*4*4/8
0_06._
=1 166 #-in
�i
=1 166 #-in
M Aso=Mn/0 ,
M Aso=Mn/R ,
-
Mn=fy*S , D =1.157
1 2-
Mn=Fy*S 4 =1.67
S=0.48 IM
M Aso=2 170 #-in
M ASD=2 673 #-in
Z=0.60 IW
Mmax < M Aso
ALTERNATIVE
Mmax < M ASD
Mmax=16.2*4*6*6/2
RAILS (19 GA)
=13 997 #-in
Z=0.0065 IW
0. 6
M ASD=Mn/R ,
Mmox=16.2*(6.125/12)*3.33*3.33*0.125*12
Mn=FY*Z , D =1.67
=135 #-in
M Aso=16 530 #-in
M ASD=Mn/()
Mn=Fy*Z 0 =1.67
c-4
2,
Mmax < M AM
,
M 4
V Asa=140 II -in
o
of
RAILS ONES GA)
_
2v '
Mmax < M Aso
- --
ALTERNATIVE
i
POSTS (16 GA)
PICKETS (30 G4) MINIMUM
JOB No: 20-0056 VERSION: 04 DATE: 7/22/21
LOCATION: MULTIPLE LOCATIONS
CLIENT: QUALITY METAL PANELS
PM: GONZALO A. PAZ. IDRNVN BY: M.L.P.
DESIGNED BY: ICHECKED BY: G.P.
1 'ta 1 C=_s-CRIPTIeN 1 CA', I AJ-FD
COPYRIGHT RESERVED: THE COPYR. H.S TO AL. OES!Gr1S A.i OPA'h1NGS ARE THE PR�FLR-
OF EASTERN ENOI EERIr:G GROUP REPRODUC.IGN OR USE FOR ANY PURPOSE O-HER
THAT AUTHORIZED RY EASTERN _.!G'VEERING GROUP 'S PROF-9I-ED.
712/AL(O
GON A. PAZ, PE. (Lic No-60734)
I CERTIFICATE OF AUTHORIZATION No. 26655 1
I SHFET X44E
FENCE
SD-1
NEXT POST FENCE TO
BE AT NO MORE THAN 4'
v_n'/A'_n' MAY
NEXT POST FENCE TO
BF AT NO MORE THAN 4'
QUALITY METAL
PANELS
GENERAL NOM.
1. ALL WORK SHALL CONFORM TO FLORIDA, BLLDING CODE 2020.
2 IT IS THE INTENT OF THESE DRAVANCS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING LRISDICTIONI My
DISCREPANCIES BMIEEN THESE DRAWINGS AND APPLICABLE CODES SIWl BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER
3. IT SHALL BE THE CONTRACTORS RESPONSIE1UlY TO MEET WITH ALL APPUCAIBLE UTILITY COMPANIES TO VERIFY ALL ALDER- GROUND FACILITIES
PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SFW11 PROCEED WITH EXTREME CAUTION AT ALL TIMES IN THE EVENT THAT
EXISTING UTILITIES ARE DAA % D, IT SHAM. BE THE RESFOtSIBLTTY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES,
4. THIS WOW REQUIRES A BALDING PERMIT. DO NOT BEGIN WORKING UNTIL A BALDING PERMIT IS OBTAINED.
5. CONTRACTOR IS TO FURNISH ALL LABOR, MgTERANS, SOUCES Am EQulp NI NECESSARY TO COMPLETE All WORK SHOM ON THE DRAWNGS
AND SPECIFIED HEREIN.
6. DO NOT SCALE DRAYANGS, DIMENSIONS GCA.0 1
7. ENGINEER'S VETS TO THE SITE AS PER G.0 OR dMER'S REQUEST DURING CONST%1CiioN SHALL BE SCHEDULED WTTHN 24 HOURS PRIOR TO
INSPECTION.
fi THE CONTRACTDR SHALL M AIE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR
AND DURING THE PROGRESS TO PROTECT AUNCENT PROPEAIIES
9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDT10NAL SERVICES OR WORK W Mff PRIOR NOTIFICATION TO THE OWNER
10. THE CONTIWTDR S SOLELY RESPONSIBLE FOR MEANS AND METHODS COWIRUCT10N, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
11. CONTRACTOR SFWl BE RESPONSIBLE FOR FAMLW2mNG WITH CU EW SITE CONDTIIXS, AND SEAL REPORT ANY DISCREPANCIES TO THE
ENGINEER PRIOR TO STARTING WORK
12 CONTRACTOR SHWA VITRIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT TIE JOB STIE Af DISCREPANCIES EETNEINN PLANS, SECTIONS AND
DETAILS OR THE APPLICABLE CODES OR REGUATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHTECT OR ENGINEER DURING BIDDING
OR BEFORE WORK BEGINS IN ORDER TO CLARIFY TIE REQUIREMENTS AND TO EFFECT THE NEDESSNN MDDLFICATIOPB, CHANGES AND /OR
USTRUCTIOW
13. CONTRACTOR SHWA BE RESPONSIBLE NOR RESETTING ALL MUM EXISTING CONDITIONS AND PROPER DI OSAL OF AAA' FORA MAMA k
GWRBA' FROM RE SITE AFTER COMPLETION OF WORK
14. DRAWINGS AND DIMENSIONS ARE BASED U'ON DRAWINGS SU RUED, BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE
FOR ERRORS OR MISINTER RETATIOW OF RE SISTEHA DESIGNED BY US BASED ON CUENT C041AO DESIGN AND DIMENSIONS. ADDITIONAL
DRAFTING TIME D,PIM IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL REUT IN ADDITIONAL COST.
1S DO NOT SU3STJTE MATERALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UN.FSS SUCH Sl1E.STTTUBONS OR CHANGES HAVE BEEN
APPRDIED IN WRITING BY THE 09NR.
DESING LOADS
FENCE
WIND LOAD AS PER ASCE 7-16
KD=0.85
WIND VELOCITY AS PER ASCE 7-16
MAMI-TILDE
CATEGORY 2 - 115 mph
AS PER FBC 2020 SECTION 1616.21
2x1x16 GA.
GALVANIZED
STEEL FRAME
GATE (TYP)
GALVANIZED
STEEL POST
2-1/2'x2-1/
2"x1s GA
24 GA. (MIN.)
GALVANIZED
METAL SHEET
DURA FENCE
2x1x16 GA.
GALVANIZED
STEEL FRAME
GATE (TYP)
HINGES TO
RESIST 180 LBS
2x1x16 GA.
GALVANIZED
STEEL FRAME
GATE (TYP)
CARE CONNECTIONS: l
- PICKETS TO BE
CONNECTED TO TOP
AND BOTTOM RAILS I
WNH (4 PER PICKS,
I2 TOP k 2 BOTTOM),
10-16 KWIK FLEX
i SCREW by HILTI OR
!APPROVED EQUAL
GALVANIZED STEEL POST
CALCULATIONS I PAW OR WATHER-WHITE MOTHACFMATE LACQUER 2-1/2"x2-1/2"06 GA
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING CODE AND RISC SPECIFICATIONS NINTH EDITION.
2 STRUCTURAL STEEL SHALL MEET THE FOLLOtWNG REQUIFB4ENTS:
TYPE ASTM GRADE Fy
STEEL SHEETS A36 -- 360
STRt)CTLIRAL TUBING A500 B 46 KSI
3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED.
4. ALL E)POSFD FERROUS METAL PANELS, RAILS AND POSTS TO BE OF
FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WITH
ALKALI -RESISTANCE COATINGS, SUCH AS HFAW-BODIED BITUMINOUS
In accordance with FBC 2020 and ASCE 7-16,
Wind Speed from FBC 2020, Chapter 16, Section 1616.2.1 v=115 mph
Wind load Calculation: General Data:
DL(psf):
5
Top and Bottom Desigl
V (mph):
115.00 Fence Span(ft):
4
Gate Span(ft):
4
(Gate Span = Gate Leaf, not opening) 2x1xO.O71 st
galvanize
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
MM.d
MDL Mmax. (Lb -in) Z (in A3) fb (psi) Sx (in A3)
0.124
Kd:
0.85
Fv (psi)
18400
2.5x2.5x16Ga
14012
2880 14305 0.58 24663.7 fb (psi)
Mmax/Sx
h (ft):
6.00
Fy (psi)
36000
fb (psi)
21029.6
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 2020 -1807 3 2 1) (2020-1806.21
Actual Pullout
32
P
583.83
Lateral soil bearing
200
Allowable Pullou
200 Using 10-16 Hilti Kwik
A
2.16
Footing Diameter (ft)
1.58333
OK Flex Screw
d (Depth)
3.95
For poles 180
2 -,
LOCK
HARDWARE
- ALL GATE FRAMES TO
I I i BE CONNECTED BY ALL
LJ AROUND FILLET WELD.
SINGLE GATE M". VIEW
SCALE: 3/4"=1'-O"
!. --- - 3,-0 /4'-0" MAX. -�-
__1k_
0
N
i
E TRnEDI
.JUL 01 20/2
BY:
WAMW%Eastern
Engineering Group
�a 3401 NW 82nd Avenue Suite 370 Daral, FL 33122
Phone: (305) 599-8133 info@easterneg.com
vnvN.easterneg.com
PROJECT NAME:
3 KS CONC. FOOTING QUALITY METALS PANELS 2021
012"x4'-0" DEEP AIR
019'x3'-0" DEEP OR
024"x2'4" DEEP (TYP) J08 No: 20-0056 VERSION: 04 DATE: 7/22/21
LOCATION: MULTIPLE LOCATIONS
APPL I'APo F F_XC_I L RCAF
Y - ! ONL
CLIENT:QUALITY METAL PANELS MR
:SEDIMENTARY AND
FOLIATED ROCK SOILS
012'x2'-9' DEEP(*)- -
- _ PM: GONZALO A. PAZ. DRAWN BY: M.L.P.
- (*) SOIL SHALL BE ! IDESIGNED BY: ICHECKED BY: G.P.
VERIFIED TO BE '+. DesGPlPrlw DATE APPO
CONSISTENT WffH THE -
MIMIONED
CHARACTERISTICS. A
FLORIDA LICENSED
i ENGINEER SHALL
I VISUALLY INSPECT AND j
PROVIDE A�C+EDD
rRMFIE
LETTER ATTESTINlG SO. r�IAI
GHT RESERVED: -,HE COPYRIGHTS TO ALL OESGNS AND DRA'hlNGS ARE THE PROPERTY
TERN ENGIINEER-NG GRCUP. REPROCUCTIOR OR USE FOR ANY PURPOSE OTHER THAN
L'Tr(,R'.ZE] Sy EASTERN EHG:HEERING GRCUP IS PROHISI'ED.
�" �T 7 A ��y ��T S=0.124 IN'
WE ►71.L\G� E GATE PIA . ♦J.Gn M Aso=Mn/R8, #-in
-'F
S=0.47 INN'
Z=0.58 IN'
Mmax=14 305 #-in
M AsD=Mn/0 N I
Mn =Fy*Z , 0 >1
=1.67 N i
M Aso=16 000 #-in
Mmax < M ASD
2 J. -
POSTS (16 GA)
Mn=Fy*S , Q =1.67
SCALE: 3/4"=1'-0" M ASD=2 673 #-In
Amax < M Aso
9-46 � Z=0.0065
j)Wnax=16.2*(6.125/12)*3.33*3.33*0.125*12 0.06
=135 #-in
S=0.48 IN' M Aso=Mn/0 ,
Z=0.60 IN' Mn=Fy*Z , 0 =1.67
Mmax=14 305 #-in M AsD=140 #-in
M Aso=Mn/0 , Mmax < M Aso
Mn=Fy*Z , 0=1.672` _
M Aso=16 530 #-in d RAILS (16 GA)
Mmax < M ASD
2 1/2-
E POSTS (16
PICKETS (30 GA) MINIMUM
7122!2 1
GON ALO A. PAZ, PE. (Lic No-60734)
I CERTIFICATE OF AUTHORIZATION No. 26655 1
I SINGLE SWING GATE
SD-2
i
NEXT POST FENCE TO
Eft A( NU Wkt II WM 4
QUALITY METAL
2x1x16 GA-
GALVANIZED
L E
-
PANELS
(
(JAL NOTES:
GALVANIZED
1.
ALL WORK SHALL CONFORM TO AJORDA BLINDING CODE 2020.
STEEL POST
2-1/2"x2-1/
2
IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCOM44CE WITH APPOCABLE CODES AND AUfHOf2ff1ES HAVING JURISDICTIODI ANY
2'x14 GA
DISCREPANCIES KIWEEN THESE DRAWINGS AND APPUCsA3LE CODES SHALL BE IM EDlATE1.Y BROUGHT TO THE ATTENTION OF THE ENGINEER
3.
IT SHALL BE THE CONTRACTORS RESPONSIBILTY TO MELT WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES
24 GA. (MIN.)
GALVANIZED
PRIOR TO THE BEGINNING OF COFLSIRUCTIONl ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES IN THE EVENT THAT
METAL SHEET
EXISTING UTILITIES ARE DINAAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL tYA WM
FENCE
4.
THS WORK REDURES A BULDING POW. DO NOT BEGIN WORKING UNTIL A BULDING POW IS OBTAINED.
5.
CONTRACTOR S TO FURNISH ALL LABOR MATERALS, SERVICES AND EQUPAENT NECESSARY TO COMPLETE ALL WORK SHOYM ON THE DRININGS
To GES
AND SPECIFIED HEREIN
RESIST
6.
DO NOT SCALE DRAW NGS, DIMENSIONS WARN.
180 LBS
7.
ENGINEERS VISITS TO THE SITE, AS PER GC OR awoeS REQUEST DURING CONSTRUCTION SHALL BE SCIUXED WITHN 24 HOURS PRIOR TO
2x1x16 GA.
INSPECTION.
GALVANIZED
STEEL FRAME
B.
THE CONTRACTOR SHALL MANE REQURED ARRANGEMENTS, SECURE AM) PAY FOR ALL BARRICADES, ENCLOS-IRES, AND FENCING AS NEEDED FOR
GATE (TYP)
AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES
9.
THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SSUCES OR WORK WITHOUT PRIOR NOTIFICATION TO THE DINNER.
� -
10.
TIE CONTRACTOR IS SOLELY RESPONSIBLE FOR ►FANS AND METHODS COHETRl1CT10N, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
I
11.
CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CUTIOIT SITE CONDITIONS, AND SHALL. REPORT ANY DISCREPANCIES TO THE
o,
ENGINEER PRIOR TO STARTING WORK.
iv
12
CONTRACTOR SHALL VERIFY ALL DIMMONS AND DOSING CONOMONS AT THE JOB SITE ANY DISCREPANCIES BET4EIN PLANS, SECTIONS AND
DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BURET TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING
OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQURD,ENTS AM TO EFFECT THE NECESSARY MOCIFIGT10N5, CHANGES AND /OR
INSTRUCTIONS.
13.
CONTRACTOR STHA-L BE RESPONSIBLE FOR RESETTING ALL DISTURBED DaSTING CDiWOHS AND FROPER DISImAL OF AM' EXTRA MATERIALS &
GARBAGE FROM 11E SITE AFTER COMPLEl1CN OF WORK.
14.
DRAWNGS AND DIMENSIONS ARE BASED UPON DRAWWNGS SUPPLIED W THE CLENT. EASTERN ENGINEERING GROUP WILL NUT BE RESPotSIBLE
FOR ERRORS OR ► ISNTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONARMED DESM AND DIMENSIONS. ADDITIONAL
DRAFTING TIME E)AWfED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN A MMOWL COST.
1&
DO NOT SUBSTTTUTE MATERALS, EQUPMNTS OR METHODS OF CONSIRJCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
APPROVED IN MATING BY THE OATER.
DESING LOADS
FENCE
WIND LOAD AS PER ASCE 7-16
KD=0.85
WIND VELOCITY AS PER ASCE 7-16
MWAI-KNOB
CATEGORY 2 --- 115 mph
AS PER FBC 2020 SECTION 1616.21
CALCULATIONS
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING OODE AND AISC SPECIFICATIONS NINTH EDITION.
2 SIRUCRIRAI. STEEL SHALL MEET THE FOLLOAING REQUIREMENTS:
TYPE ASTM GRADE Fy
STEEL SHEETS A36 ---- 360
STRUCTURAL TUEIING A500 B 46 KSI
3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED.
4. ALL. DFOS D FERROUS METAL PANELS, RAILS AND POSTS TO BE OF
FACTORY HOT DIP GALVANIZED AND FACTORY PAINTED WITH
ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS
PAINT OR WATHER-WHTTE MOTHACRYLATE LACQUER
10'-0'
2x1x16 GA. GALVANIZED
STEEL FRAM4GA�T�F P) 1/2'
N
I I
LOCK
HARDWARE
h� -- - - - - r - - -
7/8' DAM. SOLID
BAR CANE BARS
GATE COMECTI S
PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER PICKET,
2 TOP & 2 BOTTOM) 10-16 KWNK FLEX SCREW by HILT OR APPRDAD EW&
• ALL GATE PA U TO BE COMECTED WITH 1/8" FILLET WELD ALL AROUM.
1 R DOUBM GATE i:a.d'i1. ♦W
SCALE: 1/2"=l'-O"
NEXT POST FENCE TO
.) Al
OL t41 J4 itM 4 '�"; \ v
_- ENTER Me __ �
BY:
i a�J X
of
�I
Eastern
Engineering Group
- 3401 NW 82nd Avenue Suite 370 Doral, FL 33122
- ----'k I Phone: (305) 599-8133 info@easlerneg.com
-we-ten-g.com
_
PROJECT NAME:
('j saL sHu�L eE '
VERIFIED 1D BE
QUALITY METALS PANELS 2021
CONSISTENT WITH THE
MENTIONED
JOB No: 20-0056 VERSION: 04 DATE: 7/22/21
SDCS, A
LOCATION: MULTIPLE LOCATIONS
FLORIDA LICENSE
ENGINEER SHALL j
CLIENT: QUALITY METAL PANELS
MSLLN.LY INSPECT AID'..
PROMDE A CERTIFIED
/ I LETTER ATTESTING SO. -
3 KSI CONC. FOOTING -
019_x4'-O' DEEP OR
024"x3'-9' DEEP OR
030'x3'--4" DEEP
LaPPLLAPoF LzryLcrc
ONLY FOR
F41ATID ROCK SOILS
PM: GONZALO A. PAZ.
DRAWN BY: M.L.P.
DESIGNED BY:
CHECKED BY: G.P.
Na
cesc41Pr1crl
ATE
OR 036"x3'-0" DEEP
012"x2'-9" DEEP (T j
-
-
--
(TYP')
3 KSI CONC. FOOTING --
019'x4'-O" DEEP OR \ 10'-g" MAX.
024'x3'-9' DEEP OR \� - - - - - - - - -- -- -
030"x3'-4' DEEP OR
036'x3'-O" DEEP
(TYP.) 1/2-
`7
2x1x16 GA. - -J GALVANIZED - 24 GA (MIN.)
GALVANIZED i ir. JJ\JV�L�i lTAli'i rJ.hl\. ♦1�it1 STEEL POST GALVANIZED
STEEL FRAME 2�'x2�'x16 GA METAL SHEET
GATE (TYP.) SCALE: 1/2"=1'-0" FENCE
In accordance with FBC 2020 and ASCE 7-16,
Wind Speed from FBC 2020, Chapter 16, Section 1616.2.1 v=115 mph
LIM
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) 2x1xO.071 st galvanized
S=0.57 IN'v
Exposure:
C Hpost (ft) 6
Post Design
A-500
Z=0.71 IN'
Gust Factor
0.85 Fy (psi) 46000
Steel galvanized A-500
Mmax. (lb -in)
4074
Mmax=16 393 #-in
Cf:
1.30 A-500 Fb (psi) 27545
Section
M,,,;nd
MDL Mmax. (lb -in) Zx (in^3) fb (psi) Zx (in A3)
0.155
M AsD=Mn/U ,
Kd:
0.85 Fv (psi) 18400
2.5x2.5x14Ga
15764
4500 16393 0.71 23089.1 fb (psi)
Mmax/Sx
Mn =Fy*Z , Q =1.67
h (ft):
()
6.00 F (psi) 36000
Y (P )
fb (psi)
26287
M ASD=19 550 #-in
Kz:
0.85 A-36 Fb (psi) 21600
fb (psi)<Fb
OK
fb (psi)<Fb
OK
Mmax < M ASD
qz (psf):
16.2 Fv (psfl 144610
Rail to Posts Connection
Design
Foundation Design (nonconstrained FBC 2020-1807.3.2.1) (2020-1806.2)
Actual Pullout
32
P
583.83
Lateral soil bearing
200
Allowable Pullou
200 Using 10-16 Hilti Kwik
A
2.16
Footing Diameter (ft)
1.58333
POSTS (14 GA)
OK Flex Screw
d (Depth)
3.95
For poles 1806.3
2
S=0.124 IN'
Z=0.155 UP
COPYRIGHT RESERVE(- THE CP' R'. ,HIS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY
OE EASTERN EENGINEER:NC GRO;P. REPROOuCTON OR USE ECR ANY PURPCSE OTHER THAN
THAT AJTHORiZ 3 91 EASTERN ENGINEERING GROUP IS FROH1.81TE0
Mmax=4 074 #-in Z=0.0065 IN' J
M ASD=Mn/Q Mmax=16.2*(6.125/12)*3.33*3.33*0.125*12
Mn=Fy*Z , 0 =1.67 =135 #-in
M ASD=4 269 #-in M AsD=Mn/f) , 71221 J21
Mmax < M ASO Mn=Fy*Z , 4 =1.67
Qg¢- atm'a =� M �o'n GON ALO A. PAZ, PE. (LiC No-60734)
j CERTIFICATE OF AUTHORIZATION No. 26655
00 SHEET NAME:
DOUBLE SWING GATE
RAILS (16 GA) PICKETS (30 GA) MINIMUM SD-3