FW-06-22-1604Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address Parcel Number
162 NW 109TH ST, Miami Shores, FL 33168 1121360100220 Lj
Contacts
Canor Pato Owner MR BAEZ METAL CORP Contractor
162 109 ARSENIO BAEZ
Mobile: 3053219004 canor.pato@gmail.com 690 NW 32 ST, MIAMI, FL 33127
Business: 3058128031
Description: PRIVACY FENCE ON THE SIDE OF THE HOUSE AND Valuation: $ 7,000.00 Inspection Requests:
ALUMINUM DOORS (HORIZONTAL) 3Q�s6A494
Total Scl Feet: 0.00
. ..,
Fees
Amount
Application Fee - Other
$50.00
CCF
$4.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$1.40
Planning and Zoning Review Fee
$70.00
Scanning Fee
$9.00
Structural Review ($60)
$60.00
Technology Fee
$3.25
Wire and Wood Fence Fee
$80.00
Total:
$281.85
Payments
Date Paid Amt Paid
Total Fees
$281.85
Credit Card
06/23/2022 $50.00
Credit Card
07/15/2022 $231.85
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction ar�Lzontpg. Futhermore, I authorize the above named contractor to do the work stated.
ature: Owner / Applicant / Contractor / Agent
July 15, 2022 Page 2 of 2
SUN 2 � 2022
13Y
BUILDING
PERMIT APPLICATION
[✓ BUILDING ELECTRIC
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 I ED
JU 2022
13Y. r
"1< 4h
FBC 20,
Master Permit No. ''Z2� 04
Sub Permit No.
❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
[]PLUMBING ❑ MECHANICAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
''nn I r^ I CONTRACTOR DRAWINGS
JOB ADDRESS: v�J V �/ f V CI
City: Miami Shores fi County: Miami Dade Zip:
Folio/Parcel#:� ~ Z 136 ` t/0 220 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
' 'Sal
-
// fv
OWNER: Name ,^,/
(Fee Simple Titleholder C1n G Phone#:
Address: / �JZ / v 4V < 0
City:
f aln; State:
Tenant/Lessee Name:
Email: Lan(/r. pa1P
CONTRACTOR: Company Name:
Address:
Email: 1 , M `r
Qualifier Name:
State Certification or Registration #:
Phone#:
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
3.31 rog'
Address: City: State: Zip:
Value of Work for this Permit: $? Square/Linear Footage of Work: � 3y
Type of Work: ❑ AddZr"Vq6a
n ❑ Alteration New ❑ Repair/Replace
j��� ❑ Demolition
Description of Work:// ,, Aan
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ Zo • w) CCF $ 2—D CO/CC $
Scanning Fee $ DCA Fee $ C DBPR $ C Notary $
Technology Fee $ 3 Z�� Training/Education Fee $ i q U Double Fee $ _
2
Structural Reviews $ Co P&Z Review $ -/) u) Bond $
TOTAL FEE NOW DUE $ I . 5
(Revised 04/05/2022)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
a
Mortgage Lender's Address
City
State
Zip
Zi
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 Signatur
OWNER or AGENT
The foregoing instrume t �wa/s� acknowledged before me this
day of VI 20 2 Z by
G)/1!rY who is personally known to
me or who has produced as
CONTRACTOR
t ,
The foregoing instrument was acknowledged before me this
2 day of /(� , 20 2 Z by
(. who is personally known to
me or who has produced Lz- � as
identification and who did take'an oath.
identification and who -did take an oath.
NOTARY PUBLIC:
NOTARY PUBLIC:
f`
Sign:
Sign:
Print:
Pri t: ` �f S I r i Grp C 't_ C' -1
Seal:
OP.YP B`
r;
JOAN S. BAEZ
MY COMMISSION #GG920533
Seal:
ELISHA WILUAMS MCGRIFF
t
EXPIRES: OCT 08, 2023
MY COMMLSSION #HH251720
Bonded through 1st State Insurance
EORES: APR 4.1, 2026
APPROVED BY
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Plans Examiner / Zoning
IX Structural Review Clerk
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li FLORIDA \
ALUMINUM FAST METAL PANELS /
III � L NOrIn, v
1.. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020.
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 DIREME 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. 1
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.
B. 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 SEAUNG 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.
16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT AND/OR PRODUCT
USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION OF INTELLECTUAL PROPERTY
OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE RESPONSIBILITY OF OUR CLIENT.
DESIGN LOADS
FENCE
WIND LOAD AS PER ASCE 7-i6
KD=0.85
WIND VELOCITY AS PER ASCE 7-16
MIAMI-DADE
CATEGORY 2 ------ 115 mph
(AS PER FBC 2020 SECTION 1616.2.1)
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION.
2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS:
TYPE ASTM GRADE Fy
STEEL SHEETS A36 ----- 36 KSI
STRUCTURAL TUBING A500 B 46 KSI
3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED.
4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE
WITH ALKAU-RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS
PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER.
CALCULA11ONS
In accordance w(th FBC 2020 and ASCE 7-18
WMd load Calculation: Gin-oral•Data: Post Desfan Tpp and Bottom Design
axPosure: - _ : G M ast (ft) 5 I A-500 _ A-500
V (mph) w N_. .115.00 Fy (psi) 48000 , Mmax. Ib in► 13997 Mmax. (Ibdn) 1166
I 1 00 A-50OFbfPsij 27600 2k QnA3) -0.68 � Sx (InA3� 0124
Kd 085 Fv pal 18400 Po si Mmax/Sx tb sl Mmax%Sx - c
...._�._►
Fy (psi) - 36000 (b�Pe!1 24132 fb�isi? 9406.451813
Pd (PO: _ 16.2 A 38 Fb (psi) 21800 fli (Psi)<Fb . �. OK .. v . R+ _ (P811eFb.. OK
Fv(psi) 14400
_.... ._.... _.......... _........ ......... _..... _....... -
Rail to Posts CQnnection Design Foundation Design (nonconstrained FBC 2020 .1807.3.2.1)
Actual Pullout 194.4 P 388.80 Lateral soil bearing200
Allowable Pullout 200 Using 10.18 HIM KwiK A 144 Fo11 oting Clams tor (it) 1.583
OK Flex Screw d 3.00 For polos 1806.3.4 2
T". PENCE PLM VIEW
SCALE: 3/4"=l'-O"
I I j,� FENCE CONNECTIONS
- RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16 KWIK FLEX
II SCREW by HIL71 OR APPROVED EQUAL ACCESS HOLE AT RAILS TO BE
PROVIDED FOR CONNECTION, OR BE r WELD 1• WELD LENGTH IN 2
I I OPOSITE SIDES MINIMUM.
- PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 P
I I PICKET (MIN), 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI
OR APPROVED EQUAL, OR BY 1/4" PUDDLE WELDS.
ff
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Ir-
SCALE: 1 1/2"=1'4 f
2x1xi6 GA
GALVANIZED STEEL
TUBE RAIL TOP
MEMBER
26 GA (MIN.)
GALVANIZED
METAL SHEET
2.5x2.5xi6 GA.
GALVANIZED STEEL
POST SPACED 6
4'-0• MAX. O.C. Cl
itf
2x1xi6 GA
GALVANIZED STEEL
TUBE RAIL BOT.
MEMBER
DA
Eastern „rTr •:O".A, An•u:
•Ira. ;nr acmr n1. i7�7Y
inlfiy��'UGSIY..M!:� :oM
Engineering Group ,„„�:;,aro„•",.,":,:
FLORIDA ALUMINUM SYSTEMS LLC
1621 W 32nd PL Hideah FL 33012 TEL 15-456-0053
3000 PSI CONCRETE FOOTING
012•x4'-0• DEEP OR
019"x3'-0' DEEP OR
024•x2'-6• DEEP TYP
APPLICABLE EXCLUSIVE ONLY
FOR SEDIMENTARY AND
FOLIATED ROCK SOILS
012"x2'-9' DEEP *
CLIENT:
I FUMA AWYNUM SYSTELS LLD
DATE: 3/1/21
NO.
PM: ao 11. A PAL
DRAWN BY: AO.
DESIONEOBY: AC
CHECKEDBY: RP
:OBNo.:20-0372 V05
SCALE: AS SNOWN
COPYRIGHT RESERVED: THE CONTRACTOR 5
DIMENSIONS. 00 NOT SCALE THE DRAYANC
REPORTED TO EASTERN ENGINEERING ORO
DESONS AND DRAWINGS ARE THE PROP€1
REPRODUCTION OR USE VOR ANY PURP,py�
ENG VEER NG CROUP I$ oRp,t&tE0
(•) SOIL SHALL BE VERIFIED TO BE
CONSISTENT WITH THE MENTIONED
CHARACTERISTICS A FLORIDA
a
I'. 3/112021
U
LICENSED ENGINEER SHALL VISUALLY ; TYP. � KW. VIEW I-_1
INSPECT AND PROVIDE A CERTIFIED
SCALE: 3/4"=1'-O" LETTER ATTESTING SO.
S=0.47 IN'
Z-0.58 IN'
Mmax-16,2*4.6.6/2
=13 997 f-in
M Asa=Mn/0 ,
y 01. Mn=F Z = 67
M Aso=16 000 #--in
Mmox < M ASD
DESCRIPnOY
S=0.124 IN' S=0.0938 IN'
_ •• •• _ •• ••F;'1 n
Mmax 16.2 6 .5 4 4 8 - / Mmox 16.26.5448 , , •a "
/ _ t
Zx=0.0069 in
Mmax=16.2 (6.375/12) 0.125*3.25*3.25*12
M AsO=Mn/0 , M Aso=FbxSx, 19KSIxO.0938 in3 Mmax=136.36 #-in
Mn=FyS , 0 =1.67 M AsD=1782.2 f'-in t
M Aso=2 673 in Mmax < M Asa M ASN>=Mn/0 , j X,
Mmax < M Aso Mn=FyZ , (I =1.67 ^
M A5D=148.74 /--in aI!> n •i1
0.06 -T 0.045 - n Mmax < M Asn (i
TI :qa
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4�
06 M`
ue
L 211 L 2' L 2• 6• CERTIF.IC/ E
POSTS (16 GA) * RAILS (16 GA) ALTERNATIVE RAILS PICKETS (26 GA)
(ALUMINUM) 1sN,,e
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AWN
OR-l2ATION` No.. 26655
�? rD-1 ;
Mr. Baez Metal Corp
Date:4/19/22
State of
County of AK
Before me this day personally appeared who, being duly sworn,
deposes and says:
That he or she will be the only person working on the project located at:
OZ I -VW /�q 61
Contractor Signature
itsii�
Sworn o (or affirmed) and subscribed before me this �� day of 20
r P ELISHA WILLIAMS MCGRIFF
MY COMMISSION #HH251720
EXPIRES; APR 11, 2026
Bonded through 1st State Insurance
Personally known
OR Produced Identification
Type of Identification Produced FZ— �-/L--
Print, Type or Stamp name of Notary