FW-17-1885 Permijr vo. FW-7-17-18
9Nd t,� Miami Shores Village then nit 7"ypL:Feli�G 6))
10050 N.E.2nd Avenue NE jt((O fJJtt:lronfOrnan n l
Miami Shores,FL 33138-0000 Per
., itti Permit Status.APPROVED
Phone: (305)795-2204
`0R.°� Expiration: 1/ 31201
i � .. Y2712017
Project Address Parcel Number Applicant
10010 NE 1 Avenue 1132060131441
CHRISTOPHER VIEIRA
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
CHRISTOPHER VIEIRA 10010 NE 1 Avenue (832)205-3808 (305)753-6736
miami shores FL 33138-
Contractor(s) Phone Cell Phone ValLSq
$ 2,200.00
ISLAND FENCE OF DADE 305-888-9090
Toteet: 124
Approved: Available Inspections:
Comments: Inspection Type:
Date Approved:
• Final
Date Denied: Foundation
Type of Construction:Other Additional Info:124'METAL SLAT FENCE 6'HIGH Review Planning
Classification:Residential Scanning:3 Review Building
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
Invoice# F1N-7-17-64665
DBPR Fee $2.00 07/27/2017 Credit Card $91.80 $50.00
DCA Fee $2.00
Education Surcharge $0.60 07/25/2017 Cash $50.00 $0.00
Permit Fee-Wire&Wood $124.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $141.80
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
constructio zoning. Futhermore,I authorize the above-named contractor to do the work stated.
July 27, 2017
Authorized Signat e:Owirer / Applicant / Contractor / Agent Date
Building Department Copy
July 27,2017 1
F .s
Miami Shores Village
Building Department RECEIVED
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 JUL 2 5 2017
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)752-4949
F BC 20H
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
QBUILDING F-1 ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL
r-JPLUMBING ❑MECHANICAL MPLIBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 10010 N.E. 1 ,ST. M!&
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11-3206-013-1441 Is the Building Historically Designated:Yes NO X
Occupancy Type: Load: Construction Type: FENCE Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): CANDICE VIEIRA Phone#:832-798-8438
Address: 23631 FINBURY LANE
City: KATY State: TX Zip: 77494
Tenant/Lessee Name: Phone#:
Email: CANDICEVIEIRA@GMAIL.COM
CONTRACTOR:Company Name: ISLAND FENCE OF DADE Phone#: 305-888-9090
Address: 711 E. OKEECHOBEE ROAD
City: HIALEAH state: FL Zip: 33010
Qualifier Name: PLACIDO LOPEZ Phone#: 305-888-9090
State Certification or Registration#: Certificate of Competency#: 98 BS 00247
DESIGNER:Architect/Engineer: Phone#:
Address: City: State:—r Zip:
Value of Work for this Permit:$ 2200.00 Square/Linear Footage of Work: IZ4
Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition
Description of Work:
124' METAL SLAT FENCE 6' HIGH
Specify color of color thru tile:
Submittal Fee$���C)0 Permit Fee$ CCF$ CO/CC$
0
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ A C�
TOTAL FEE NOW DUE$
(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 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 c— Signature ,i,�
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
( ® day of v `= ,20 I 1 ,by ® day of , nallykn 20 by
Cagd'(,6y(e I(Cl who is persJonally known to �I�� � �.®� ' persoCCwh n to
me or who has produced I,JY IYQIf loll-eM as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
LSi gn• Sign: �L
Print: C/Z , Print:
•.�•• ,JEVELYN L PASCAL
Seal: IiI�pA�11�ANIM Seal: = MY COMMISSIONSFF050710
N0 W111IJIlIJC13=01`71=111 EXPIRES:January 2,2018
W 011IL E80111MI0 , �, 804W nm,Notmy Pubk underabm
NMID
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
OR93D
Miami shores Village
Room Building Department
10050 N.E.2nd Avenue
rM Miami Shores, Florida 33138
LORIDA Tel: (305) 795.2204
Fax: (305) 756.8972
SURVEY AFFIDAVIT
STATE OF(F M) -rte
COUNTY OF(DADS) FT
The undersigned Affiant, A H D t LCy t C t IZA.does hereby attest that
(Property owner)
The attached survey,performed by
(Name of surveyor's company)
For address: t® o t b (N e I's 1- Ay% M i M i 5N S12 S �Z-3`�t 3S
Performed on (date of survey)is an accurate representation of the existing conditions and
locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property
without first providing a survey less than seven (7)years old old. The Affiant, as property owner, further agrees to
remove or obtain permits for any structures which now may exist on the property which are not permitted or which
may violate zoning or building code regulations. The Affiant further understands that the existence of any such
structures may affect final inspections as applicable to this or other permits.
Further,Affiant say eth naught t
CAND)Cry �J 1 t✓ )129N
Property Owner Signature Property Owner Print Name
SWORN TO AND SUBSCRIBED before me this day of ��
Affiant is personally known to me, _produced T�'xflsrr�r�.os ""Ass as identification.
v
v aue MICHAEL A.GWOY Notary
Revised on 5/29J20091 Revised on 6112109 a�t4P !Ip NOTARY PUBUG
* STATE OF TEXAS
Kf COMK em 0Z="
��OF�'P� NO ®
r
Property Search Application-Miami-Dade County Page 1 of 1
eol
WS
Summary Report
Generated On:7/25/2017
Property Information
Folio: 11-3206-013-1441 s
Property Address: 10010 NE 1 AVE �' p 3` �.;•
Miami Shores,FL 33138-2308
q.-
CHRISTOPHER VIEIRA `'` fix"
Owner CANDICE VIEIRA
�
Mailing Address 10010 NE 1 AVE
MIAMI SHORES,FL 33138
PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ
0101 RESIDENTIAL-SINGLE
Primary Land Use FAMILY: 1 UNIT
Beds/Baths/Half 3/2/0
Floors 1 `'' t�
Living Units 1
Actual Area 2,445 Sq.Ft
Living Area 1,701 Sq.Ft
ATaxable Value Information
Adjusted Area 2,073 Sq.Ft
Lot Size 6,410.1 Sq.Ft 2017 2016 2015
Year Built 1962 County
Exemption Value $0 $0 $0
Assessment Information Taxable Value $304,598 $292,849 $266,227
Year 2017 2016 2015 School Board
Land Value $160,317 $160,317 $121,946 Exemption Value $0 $0 $0
Building Value $144,281 $144,281 $144,281 Taxable Value 1 $304,598 $304,598 $266,227
XF Value $0 $0 $0 City
Market Value $304,598 $304,598 $266,227 Exemption Value $0 $0 $0
Assessed Value $304,598 $292,849 $266,227 Taxable Value $304,598 $292,849 $266,227
Regional
Benefits Information Exemption Value $0 $0 $0
Benefit Type 2017 2016 2015 Taxable Value $304,598 $292,849 $266,227
Non-Homestead Cap Assessment Reduction 1 1 $11,749
Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sales Information
School Board,City,Regional). Previous OR Book-
Sale Price PageQualification Description
Short Legal Description 27309-
05/27/2010 $293,000 0291 Qual by exam of deed
1 53 41-6 53 42
MIAMI SHORES SEC 1 AMD PB 10-70 04/01/2004 $319,000 22251 Sales which are qualified
LOT 23 BLK 10 1 4000
LOT SIZE 55.740 X 115 07/01/2003 $210,500 21467- Sales which are qualified
2637
OR 17908-16541297 4
12/01/1997 $0 17908- Sales which are disqualified as a result
1654 of examination of the deed
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:
http://www.miarnidade.gov/propertysearch/ 7/25/2017
E NO.905SUR
126 va264 2660202
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The purpose of this Survey is for use in ob g Title Insurance antl
Financing and should not be used for Co ction"purposes.
Privacy Dura Fence
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q, i
QUALITY METAL PANELS �� ■
TM FENCE PIAN VW
SCALE: 3/4'=1'-0°
w •
GEMMAL N PS' 4'-0" MAX
■
g 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2014.
2.IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. 2xlxl6 GA
ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF I I I I GALVANIZED
THE ENGINEER.
STEEL BE
RAIL TOP O
3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- I I I I w
GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT I I I I I I I I I I I I I I MEMBER o u,
Cs 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. I I • I I GALVANIZED ) Z Z
5.CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON I I I I I I I I I I I I I I I I METAL SHEETLU
LL THE DRAWINGS AND SPECIFIED HEREIN. I I I I W
6.DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. I I I I I I I I I I I Z
'
'
7.ENGINEERS VISITS TO THE SITE, AS PER G.0 OR OWNERS REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 I I I I I I I I I I I I I I I I I W rn
� 2.5x2.5x16 GA. a,
HOURS PRIOR TO INSPECTION.
� I I I I GALVANIZED
8.THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING b N I I I I I I I I I I STEEL POST C 2
AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. I I SPACED O Z `aqW
9.THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. M I I I I I I I I I I I I I 4'-0" MAX. O.C. W ~U
o
� 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND I I I I I II I I II I II II
PROCEDURES TO BE USED.
2
ra 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY II I I I I I I II II II II I I I II 2x1x16 GA W
Z51
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. GALVANIZED
12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN II I I I I I I I II II I I I I II STEEL TUBE
PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE RAIL BOT. IJ
ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT z E- MEMBER ci
Z
_ THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. -t Q o,
$ 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY
S EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. I I I I I I I I I I I I I I I QN ao
14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT I I I I I I I I I I I I I I I I I I I • • • • LU V, spa•
BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN ••
AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OFI I I, I •••• • ••• • z� 09
DRAWINGS WILL RESULT IN ADDITIONAL COST. •
15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES \\ \\ >` • J
HAVE BEEN APPROVED IN WRITING BY THE OWNER. �j •••••• Q • •
••••••
FENCE CONNECTIONS: \� 3000 PSI CQNCAE7E •• C'J • •
- RAIL TO POSTS TO BE CONNECTED WITH 2 10-16 �� I I FOOTING 0124�4;;Q" ; • •
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE ` ( )
s I I KWIK FLEX SCREW b HILTI OR APPROVED EQUAL. ACCESS I I DEEP OR 019"x3'-0"
BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. Y • ■• „ ••• • •• •
HOLE AT RAILS TO BE PROVIDED FOR CONNECTION, OR DEEP OR Allw -•6 •
9b DESIGN LOADS 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: BE J" WELD 1" WELD LENGTH IN 2 OPOSITE SIDES DEEP TYP•• •• • •• • •
MINIMUM. I I APPLICABLE•FeK(iL�11FIVE •
FENCE TYPE ASTM GRADE Fy - PICKETS TO BE CONNECTED TO TOP AND BOTTOM ONLY FOR EDIIOIE ARY • •• • •
WIND LOAD AS PER ASCE 7-10 STEEL SHEETS A36 ----- 36 KSI I I RAILS WITH (4 PER PICKET, 2 TOP & 2 BOTTOM) 10-16 I I AND FOLIAT D ROCK ••• •
KD=0.85 STRUCTURAL TUBING A500 B 46 KSI KWIK FLEX SCREW by HILTI OR APPROVED EQUAL, OR BY SOILS ••• • *004
WIND VELOCITY AS PER ASCE 7-10 U / U 012"x2'-9" BEEP • ••• • • •
MIAMI-DADE 3. ALL STEEL SHALL BE HOT-DEEP GALVANIZED. 1 4" PUDDLE WELDS.
s -
CATEGORY 2 ------ 115 mph 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH �T/� �*�'firr �
AS PER FBC 2014 SECTION 1615.2.1 CONCRETE WITH ALKALI-RESISTANCE COATINGS, SUCH AS nZ FJcil\l�� r� . jfW
HEAVY-BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE SCALE: 3/4°=1'-0°
LACQUER
CALCULATIONS
a
In accordance with FBC 2014 and ASCE 7-10 S=0.124 in's S = 0.0863 in'3 14 gauge S=0.0074 IN'3
� Wind load Calculation: .General Data: Post Design Top and Bottom Design II Mmax-16.2 6 .5 4 4/8 Mmax=16.2 6 .5 4 4/8 Mmax=16.2 (6.125/12) 6 6 0.02145 12
=1 166 -m =1 166 #-in =77 #-in
CategoryI L(ft): 4 21/2x21/2x16 pane steel galvanized 2x1x0.071 st galvanized, Z=0.75 IN's fb=Mmax/S fb=Mmax/S - fb=Mmax/S gFg
F�cposure C Hpost(ft) 6 A-500 A-500 Mmax=16.2*4*6*6/2 fb=9 406 psi < Fb fb=13511 psi < Fb Z - 1.23 i*°* fb=10355 psi < Fb
S 9
6
V(mph): 115.00 Fy(psi) 46000 Mmax.(Ib-in) 13997 Mmax.(Ib-in) 1166 =13 997 #-in Fb=27600 psi Fb=27600 psi Mmax=16.2 4 6*6/ Fb=21 600 psi DRAISSA R, LOPEZ,PE
I: 1.00 A-500 Fla(psi)µ 27600 Zx(in^3) 0.75 Sx(in"3) 0 086 ° fb=Mmax Z 19 9°U9e fb M-13 97 #-in OGONZALD A. PA7.PE
Kd: b.85 Fv(psi) 18400 fb(psi) Mmax/Sx fb(psi) Mmax/Sx; fb=18662 psi < Fb II �I = max/Z
_. _ a fb=18662 psi < Fb
h(ft): 6 Fy(p� 36000 fb(psi) ; 18662 fb(Psi) 13562 8 Fb=27600 psi ` Fb=27600 psi
s
Pd(psi): 16.2 A-36 Fb(psi) 21600 fb(psi)<Fb OK fb(psi)<Fb OK
a
Fv(psi) 114400
C .........€ 6
$ Rail to Posts Connection Design Foundation Desitin(nonconstrained FBC 2010-1807.3.2.1)
Actual Pullout 194.41 P 388.80 Lateral soil bearing .F200 3/3/2017
..- g L 2 �" L 2" 2" 2 1/2"
Allowable Pullout 200 Using 10-16 Hlltl Kwlk A 1.44 Footing Diameter(ft)' 1.583:
OK Flex Screw d _. 3.00 For poles 1806 3 4� 2 D-
>� :.
POSTS (16 GA) RAILS (16 GA) ALTERNATIVE ALTERNATIVE POSTS PICKETS (27 GA) 370
RAILS (16 GA) (16 GA)
f �
NEXT POST FENCE TO NEXT POST FENCE TO
BE AT NO MORE THAN 4' 3'-0"/4'-O" MAX BE AT NO MORE THAN 4' ✓r
W r« ��-
t�� �`
QUALITY METAL PANELS
2x1 x16 GA. 4�1 GALVANIZED STEEL
FRAME GATE (TYP) x
I II II II II II I �
GENERAL NOTES �O II I II II
1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2014. 2-1/2"x2-1/2"x14GA
2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING ¢
CL
JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO 24 GA. (MIN.)
THE ATTENTION OF THE ENGINEER.
GALVINIZED METAL I x O
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- SHEET DURA FENCE w N N
II II II II II x
GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION _ 2 m
AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR I op< N m o
TO REPAIR OR REPLACE ALL DAMAGES. I_ -I I- I
_ n W 1 N Z �"
4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. M I a 0 0- ",Z
5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN 2xlx16 GA. I I W g 10
ON THE DRAWINGS AND SPECIFIED HEREIN. GALVANIZED STEEL II I I I I W R O
z FRAME GATE (TYP) I I = Z � o
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 I I I I I 117/8" I IIAM. I io Z W rn¢
HOURS PRIOR TO INSPECTION. I I I I SOLID AR I I W ¢
8. THE
ENEODNTR SHALL
PROGRESS MENTS,TSECUREAND NT PROPERTIES.FOR ALL BARRICADES, ENCLOSURES, AND FENCING HINGES
LBS 0 RESIST I CANE ARS Z C01.4
AS II II II II II =
9 THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THEOWNI II I II
�. 2xlx16 GA. F
b 10 PROCEDURES TORE ISUS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND GAD. LVANIZED GATESTEEL cl I -4- I- W
g 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. J
Ld
12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, \ '\\X�/� Xi\F \ \ /�/: u X�'i� GATE CONNECTIONS: Z
SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE / �' r Q
ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO \ - PICKETS TO BE CL » N
EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 3 KSI CONC. FOOTING m=
ag ? CONNECTED TO TOP AND
p 012"x4'-0" DEEP OR
13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY BOTTOM RAILS WITH (4 • • rn� a
019"x3'-0" DEEP OR
EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. - PER PICKET, 2 TOP & 2• • �+
a& 024"x2'-6" DEEP (TYP) • • N E••°9r•
I BOTTOM) 1p-1 4�WIK FLER
14. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOTH SCREW by FML•TI OR •• • Z� 4
BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED APPROVED•E(uJ(a` • •
DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING • + •• J •••••
OF DRAWINGS WILL RESULT IN ADDITIONAL COST.
e� CO - ALL GATt*MRA1�11=S TO j ••••
15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES BE CONNECTEO•BY ALL •• • CY • •
HAVE BEEN APPROVED IN WRITING BY THE OWNER. TYP• SINGLE GATE FLEW ♦JJ�i.1 AROUND FItI�T•jQIELD. •
DESIGN LOADS ••�••� ••• •• •�
b FENCE: WIND LOAD AS PER ASCE 7-10, KD=0.85 GALVANIZED SCALE: 3/4'=V-0" •• •• •• 00 '6
• • •
WIND VELOCITY AS PER ASCE 7-10
$ MIAMI-DADE STEEL POST
s 3'-0" /4'-0" MAX •• • •
CATEGORY 2 ------ 115 mph ----- AS PER FBC 2014 SECTION 1616.2.1 2-1/2"x2-1/2"x14GA \
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC r ' •••• 0 ••• • i• • i
s SPECIFICATIONS NINTH EDITION. I •
g 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS:
••
TYPE ASTM GRADE Fy
STEEL SHEETS A36 ----- 36 KSI
STRUCTURAL TUBING A500 B 46 KSI
3. ALL STEEL SHALL BE HOT-DEEP GALVANIZED.
4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WHITH ALKALI-RESISTANCE
COATINGS, SUCH AS HEAVY-BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER. W SINGLE GATE PLM. VfW
CALCULATIONS.
In accordance with FBC 2014 and ASCE 7-10, SGALE: 3/�4"=I'-m"
.... .........
Wind Speed from FBC 2014 Chapter 16,Section 1616.2.1 v 115 mph 14 Gage
Wind load Calculation General Data: Post Design Top and Bottom Design : S=0.0074 IN'3 �
dl
POSTS 14 GA
V(mph) 115.00 I L(ft): 4 Steel galvanized A-500 2x1x0.071 st galvanized: Mmax=16.2 (6.125/12) 6 6 0.02145 12 13k4ISSAL LOPEZ,PE
Exposure: CHpost(ft) 6 Section Moment(#-in) MDL Comb<1 Section fb(psi) fb(psi)<Fb A-500 1 „ =77 #-in
§ 16 fb=Mmax/S 000NZAL0 A. PAZ,PE
Gust Factor 0.85 Fy(psi) ,46000 2.5x2.5x14Ga 14012 2880 0.93 0.5985 1.55329 OK Mmax.(Ib-in) 1168 fb=10355 psi < Fb
Cf: 1.30 A-500 Fb(psi) 30360 Sx(m13) 0.124 - S=0.5985 in^3 Fb=21 600 psi
Kd: 0.85 Fv(psi) 1 18400 fb(Psi Mmax/Sx N Mmax=16.2*4*6*6 2
)
h(ft): 6.00 Fy(Psi) 36000 .; fb(Psi) 9416.68 =13,997 #-in = „
Kz 0.85 A-36 Fb(psi) ;23760 jfb(psi)<Fb TRUE fb(psi)<Fb OK fb=Mmax S
qz(p ._. _._ ., __.16.2 Fv(Psi) i 14400 _,..._ _ :. _ . N fb=28 565 psi < Fb 12017
1311
Rail to Posts Connection Design Foundation Design(nonconstrained FBC 2010 4819.7.2) (2014-1819.7.2) = 0 360 psi
Actual Pullout 32 1 P 389.22 Lateral soil bearin 200 FRAME2'
Fb 3
Allowable Pullou 200 Using 10-16 Hiltif Kenk} A 2.28 Footing Diameter(ft) 1 2 /2„ (1 6 GA) 370 J C D-2
OK Flex Screw d 410 For poles 1806 3 4 2'
r
Q 1; QUALITY METAL PANELS NEXT POST FENCE TO STEEL FRAME GATE 2x 1 x 16 GA. GALVANIZED NEXT POST FENCE TO
� BE AT NO MORE THAN 4' 10'_0" (MAX) BE AT NO MORE THAN 4'
ti
2x1x16 GA. ■
s
GFI Mta NOTES= GALVANIZED STEEL
o FRAME GATE (TYP) 2" 1� ■
1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2014.
R 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. N - - - -
TAE ENG NEER DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF I I a I I II IIII I I II I II I I I I �■
� GALVANIZED
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- STEEL POST
GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL 2-1/2'x2-1/2"
TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR x14GA W 1OR REPLACE ALL DAMAGES. o N
4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 24 GA. (MIN.) `�i 000' N R "
g a0 _1L _ _ _ _ _ _ JI_ 1 LL c
GALVANIZED METAL I I -if-
- _ - - - - I n
a 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON SHEET FENCE n , r W ;n ^o
THE DRAWINGS AND SPECIFIED HEREIN. :n Z
Or O
6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. II II II II II IIII II II I II I II °o WUj o 1=
7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24HINGES I II II II II II I II I I I I I I I II I ? M o
HOURS PRIOR TO INSPECTION. TO RESIST I I II I II II I I� I I I II II II I a>>
iS 180 LBS
8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS II I II. II II II I �II II I II I I I W Q lo
NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. `1 I - " - - - - I Z �
9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. - - - - - - - "
2x1x16 GA. W o
A' GALVANIZED \\ \ \' = 7 8" DIAM. SOLID BAR \/\
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES ,// /;;, / /�!
STEEL FRAME /
TO BE USED. GATE (TYP) ' \/ w CANE BARS \\
Z 3 KSI CONC, FOOTING LU
11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND REPORT ANY DISCREPANCIES GATE CONNECTIONS
i DITID S019"x4'-0" DEEP OR
TO THE ENGINEER PRIOR TO STARTING WORK. o PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER 024"x3'-9" DEEP OR
PICKET, 2 TOP & 2 BOTTOM 10-16 KWIK FLEX SCREW b HILTI OR 030"x3'-4" DEEP N
12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, 1� ) y OR J
SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT APPROVED EQUAL.
Z
ALL GATE FRAMES TO BE CONNECTED WITH 1/8" FILLET WELD ALL 036"x3'-0" DEEP
OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE AROUND. (TYP) Q
e NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. - Cl
✓✓f ICO
13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA Q
gg MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. •• �j
M DOUBLE GATE ELEV. VFWGOOD•
14. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BEGALVANIZED SCALE: 3/4'"1'-m' •••••w •'• ` z�s •
RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND STEEL POST
DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS 2j"x2}"04GA 05 J •*••+
o WILL RESULT IN ADDITIONAL COST. • Q
g" - 10'-0" MAX • • •+ U+ :•••w:
(� 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE
BEEN APPROVED IN WRITING BY THE OWNER •c••r• • • •
�a DESIGN LOADS1 " •••• ••e • •. •
9b FENCE. WIND LOAD AS PER ASCE 7-10, KD=0.85 •
9 WIND VELOCITY AS PER ASCE 7-10 / / •+ +• • •• • •
9 MIAMI-DADE �.-� •••••• •
9 CATEGORY 2 ------ 115 mph ----- AS PER FBC 2010 SECTION 1616.2.1 " �� +�► �AN. VFW s • 0 i•• • r• a
1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SCALE: 3/4'"1'-0' •+• • �+ + s
SPECIFICATIONS NINTH EDITION. e• • ••• • • •
2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: e
TYPE ASTM GRADE Fy
STEEL SHEETS A36 ----- 36 KSI
STRUCTURAL TUBING A500 B 46 KSI
3. ALL STEEL SHALL BE HOT-DEEP GALVANIZED.
s 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WHITH
b MOTHACRRESIST LACQUER NGS, SUCH AS HEAVY-BODIED BITUMINOUS PAINT OR WATHER-WHITE
CALCULATIONS
g
In accordance with FBC 2014 and ASCE 7-10, 14 Gage
Wind Speed from FBC 2014,Chapter 16,Section 1616.2.1 v--115 mph 5=0.0074 IN°3
P05T5(14 GAJ G�
Wind load Calculation: General Data: Post Design Top and Bottom Design Mmax=16.2*(6.125/12)*6*6*0.02145*12 �
El V(mph): 115.00: L(ft): 4 Steel galvanized A-500 2x1xO.071 st galvanized Sx = 0.124 in'3 =77 #-In 01 h
oExposure: ❑RUSA RLOPEZ,PE
C H ost ft 6 Section Moment(#in) Moi Comb<1 Section fb(Psi) fb(Psi<Fb A-500 Sy = 0.186 in'3 fb=Mmax/S
L Gust Factor 0.85 Fy(psi) 46000 2.5x2.5x14Ga. 14012 2880 0.93 0.5985 1.55329 OK ( ) - �r fb=10355 psi < Fb ❑OONZALO A. PAZ,PE
Cf 1.30 A 500 Fb(psi) 130360 Sx(m"3�b in 0 124 _ N Mmax 986.2*4 6*6/2 1 6 rI Fb=21 600 psi
................................................. .......... ..
Kd: 0.85 Fv(psi) ,18400 fb(psi) Mmax/Sx =13,997 #-in
h(ft) 6.00 Fy(Psi) (36000fb(Psi 9416.68 N fb=Mmax/S
Kz 0.85 A-36 F (psi) x 23760 -
e fb(psi)<Fb fb=28 56 psi < Fb
9z(Psf): 16.2 Fv(psi) 14400 _,._ Fb=30 360 psi
Rail to Posts Connection Design Foundation Deslgn(nonconstrained FBC 2010 6 3/ 2017
Actual Pullout 32, E P 389 22 Lateral soil bearing„ 200' 2"
_ _ _.
S 3
Allowable Pullou 200 Using 10-16 Hlitl Kwok; A 2.28! Footing Diameter(ft) 1 2 1/2"
OK,Flex Screw d 4.10 For oles1806.3.4 2 370