FW-13-2683 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-203682 Permit Number: FW-11-13-2683
Inspection Date: December 13,2013 Permit Type: Fence/Wall
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: DIAZ, CARLOS AND ASHLEY Work Classification: Iron/Ornamental
Job Address:9230 NE 2 Avenue
Miami Shores, FL 33138-2805 Phone Number
Parcel Number 1132060133050
Project: <NONE>
Contractor: MG EXCELLENCE SERVICE CORPORATION Phone: (786)247-7067
Building Department Comments
PICKET FENCE AROUND THE HOUSE PRE-APPROVED Infractio Passed Comments
BY BOARD INSPECTOR COMMENTS False
Inspector Comments
Passed E
Failed El
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call: (305)762-4949
December 13,2013 Page 1 of 1
Miami Shores Village
Building Department NOV 2 6 2013
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY.
Tel: (305)795.2204 Fax: (305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.F—W 13- U D
Permit Type: BUILDING ROOFING
JOB ADDRESS: 0 )1
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): _ Phone#:
Address:
City: ' 'Ialvi3t State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Phone#: 70 J
Address: ; / !J
City: State: Zip: �� !d /Ij w^9
Qualifier Name: /
�'�C,��, Phone#:
State Certificatio or Registration#: °��'7 Certificate of Competency#:
� ��
Contact Phone#: Email Address:
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ Square/Linear Footage of Work: 4,Cd
Type of Work: ❑Addition OAlteration _�' �New ORepair/Replace ODemolition
Descri tion of Work: G t!�
GTL ® C
5..
elor thru d1e:
Submittal Fee$-.0.06 Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$
Bonding 66m*yis'XA6(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 ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 Signature
O er or Agent 0
The foregoing instrument was acknowledged before me this The foregoing ins t was acknowled ed before e this�-2--"
day of y�20 a,by �/��1 � day of ,20 4-3 by
who is personally known tom r who has produced who is personally known to me)Dr o has produced
As identification and who did take an oath, as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: _ Print:
Cd
My Commission Expires: ,�` q varez My Commission Expires:
. tv My Comte EE 186011 61 MOO
ExpirssN� 812018 NdtatV pUW
ego EE 186011 /
I L7 /*
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
i
NOV 2 5 2013
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Lopez Professional Engineering LLC.
Maria E. Lopez P.E#60157
525 SW 63 Ave
Miami,F133144
Ph-786-380-0734
PROJECT: NEW FENCE AT:
9230 NE 2 AVE
MIAMI SHORES,FL
STRUCTURAL CALCULATION
INDEX: PAGE:
1-ALUMINIUM POST DESIGN.......................................... 01
2-ALUMINIUM TOP AND BOTTOM RAIL DESIGN RAIL....... 01
3-ALUNIlNIUM PICKET DESIGN............ ........................ 02
4-FOOTING DESIGN..................................................... 03
Maria E. Lopez, P.E
Lic. # 60157
PROJECT _ _ -- )'SUBJECT R67' QrcStGa SHEET No. OF 3
ffy DATE 70 4 JOB No.
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0s_r f Z.T
o.X57•�
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tA% Z Gj0W x 0.0g3 + 2S PSF x 0.083 x /Z, x /
= 87.G.,+
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Z"c$%F x 0.083 : 2.07 S �ft
Wp= 2SPsF x 0.083 x y- ~,� c7/6 _ c2.'S -4 /'1. �
o?S 44t+ a S 4f =. l 4. 6 +41
Hone, -loom /�Gr'I.P�Ji' 1 =
AMO-"O 5e-_ v MAOcx LA3 5mZ�o �' . CA O.M7 ^�
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PROJECT SUBJECT c+« SHEET No. 2 OF
1
BY DATE JOB No.
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Tine: Job#
Dsanr. Date: 8:51 PM, 31 JAN 12
Description:
Scope:
� Rev: 588600 __
U— 5A0, P }{10 Dili Embedment ICi �Q�� Page 1:
W1983208:i ENERW Erzineering Software
Description ALUMINIUM POST
General Information Code Ref 1997 UBC section 2907g2,20M IBC 1805.7.2,2003 NFPA 5000 36.4.3
Allow Passive 250.00 pcf Applied Loads...
Max Passive 1,500.00 Psf Point Load 100.00 1138
Load duration factor 1.000 distance from base 4.830 ft
Pole is Circular
Diameter 16.000 In Distributed Load 8.25#At
Restrained @ Surface distance to top 4.420 ft
distanoe to bottom 2.000 ft
Summary
E� iY9Fi3i3l�iE4
Moments @ Surface...
Point load 483.00 ft-# Total Moment 547.09 ft#
Distributed load 64.09 Total Lateral 119.97 lbs
With Surface Restrainrt...
i
ReQ'd Depth 2000 ft
Pressure @ Base...
Actual 477.67 psf
Allowable 477.67 psf
Surface Restraint Force 558.41 Ibs
d-
2"(Latch Clearance) tin
Widths Varies "(Hinge Clearance)
P .
2"x 2" ZSO T'OP m4xL oho
7" r •' r;
a
Gate Upright
2"x 2"x , ZSG
a.T r x n rots pCce-r
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ul
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PROJECT- NEW ALUNQNUIVI PICKET FENCE AT .ope ��' g :�:C-
9230 NE 2 AVE Maria E.Lopez P.E#-60157
MIAMI SHORES,FL 525 SW 63 Ave
Nfiami M 33144
Ph-786-390-0734
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MAW SNORES,FL 525 SW 63 Ave
fiawLM 33144