ELC-14-2108Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-226925 Permit Number: ELC-9-14-2108
Scheduled Inspection Date: February 03, 2015 Permit Type: Electrical - Commercial
Inspector: Devaney, Michael
Inspection. Type: Final
Owner: , BARRY UNIVERSITY Work Classification: New
Job Address: 11300 NE 2 Avenue
Miami Shores, FL 33138-
. Phone Number
Parcel Number 1121360010160
Project: BARRY UNIVERSITY
Contractor: PROSTAR ELECTRICAL CONTRACTOR INC Phone: (786)307-4295
Building Department comments
PHOTO CELL CENSOR/ OUTLET.
INSPECTOR COMMENTS False
Inspector Comments
Passed Ea, CREATED AS REINSPECTION FOR INSP-220446. Not ready.
RALPH 786-251-1331 //
Failed'y2
Correction �'
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Frahninry n7 7n11; For Inspections please call: (305)762-4949 p,„o W „fdl
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
SEp zA 2014
FBC 20
BUILDING Master Permit No. — �� ( FJE)5
PERMIT APPLICATION Sub Permit No..-�--�- �� 2.O�
❑BUILDING ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 11 3t?( x� t= 2- A- l� / 60 Uti A-jiC ,
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): &RL2X. ufjIVaL!; X Phone#: 3cS" k 2 5 375�f-
Address: 113 0 p N - G- 2 AuE
City: toAki s how State: rt Zip: 33/6/
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:'/ZC' S i�ji2� C -rel;
f\ erv,& )D tLc---6A1.3 Phone#:
IDn #: +Certificate of Competency #:
DESIGNER: Architect/Engineer: C i Ui CA .Q2Ci' ti -LCC- Phone#:`
Address:§, 23 A)W • ) 2 -S l . A s -4-t le- /L,6 City: Pogll State:F( Zip:
Value of Work for this Permit: $ c" -LTV Square/Linear Footage of Work:
Type of Work: ❑ Addition . ❑ Alteration New ❑ Repair/Replace ❑ Demolition
Description of Work: 1011' d ced co'LS'e'L Z A �11 . 1 C—
Specify color of color thru tile:
Submittal Fee $1--I\j Permit Fee $ ,:e� CCF $ CO/CC $
Scanning Fee $
Technology Fee
Structural Reviews $
(Revised02/24/2014)
Radon Fee $
Training/Education Fee $
DBPR $ _
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 Address
City
State
M
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 Signature
OWNER or AGENT CONTRACTOR
The f rego ing instrumentwas acknowledged before me this
day of % I�MSI L 20 'I by
SLI5�4N OCEW I— who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
The foregoing Instrument was acknowledged before me this
2. & day of .SST w 20 1. 4 J by
,JA0 MCLAAy Le -ow , who is personally kno n to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sig •J
Sign:
Print:
Print:
f,C( u�"-�
oft 0% ON ON16d
°`""' JEFFitY J. YAO
Seal:R
�( MY COMMISSION#
Seal:
�paY pati
Notary Public State of Fionda
Ui`
sfE7 MES: Noymba I2,20i4
t4
Rafael Huguet
EE042455
spy Commission
I+lOD0d4 iM FL Nday D N.M AUM
fj
Expires oII2412015
APPROVED BY
Plans Examiner
Zoning
Structural Review
(Revised02/24/2014)
Clerk
STRUCTURAL CALCULATION
St. Dominic Statue Footing
PROJECT No:
Date
STRUCTURAL ENGINEER
RAFAEL A. ESCALONA, RX
LICENSE No. 714303,"��
1G-01-2014
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STRUCTURAL ENGINEER
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"POLEFDN.xis" Program
Version 1.6
POLE FOUNDATION ANALYSIS
For Free -Top Round Piers Embedded in Granular Soil Using USS/Teng Method
Subjected Vertical Load, Horizontal Load, and/or Moment
Job Name: Statue Foundation I Subject: I Foundtaion Design
Job Number: I Originator: RE I Checker:
Pier Data: Pv=0.2 k
Pier Foundation Diameter, D3.000 ft.
Pier Height Above Soil, h1 = 0.000 ft. M=0.03 ft -k
Ph=0.684 k
Soil Data:
Unit Weight of Soil, Y = 0.120 kcf
Blows/Foot (Penetrometer), N = 6 H=3.3' Ground
Depth to Resisting Surface, h2 = 1.000 ft. Line
Allow. Soil Bearing Pressure, Pa = 2.000 ksf h1=0' •
Pier Loadings: ..
Axial Load, Pv = 0.200kips __"__ '` "' i +_"__:::":_ir Tca•� 0900
Horizontal Load, Ph = � 0.684__ kips Resisting I • � • •
Distance from Ph to Top/Pier, H = 3.300 ft. Surface iF2.6'
Externally Applied Moment, M= 0.030 ft -kips • • • •:' .
Overload Factor, OLF =F
2.000 a Pier • • • • • •
.... .
D=3' • • • ••.• •
00.0.0
Nomenclatdre • ; • • • •
Granular Soil Parameters:
� = _30.00 deg. = 28.5+N/4 (angle of internal friction)
Kp = 3.000 Kp = TAN(45+�/2)^2 (passive soil pressure coefficient)
Pier Embedment and Total Length:
Ho = 1.37_ kips Ho = Ph*OLF
Mo = 5.94ft-kips Mo = (M+Ph*(H+h 1 +h2))*OLF
L = 2.60 v ft. L = solution of cubic equation: L^3-2*Ho/(Kp*g*D)*L-2*Mo/(Kp*g*D)=0
Lt = 3.60Y ft. Lt = h1+h2+L (total length)
Pier End B arina Pressure:
Af -
7.07
ft.^2
Wf =
kips
EPv -
4.02
�0.568 "
kips
P(bot) _
ksf
Af = ic*D^2/4 (pier base area)
Wf = (Af*Lt)*0.150 (pier weight)
EPv = Pv+Wf (total vertical load)
P(bot) = EPv/Af
1 of 2 10/29/2014 11:35 PM
^POLEFDN.xis" Program
Version 1.6
2of2 10/29/201411:35PM
APPLIED LATERAL LOAD AND RESISTANCE OF POLE/FOUNDATION
Reference: "Tapered Steel Poles - Caisson Foundation Design"
Prepared for United States Steel Corp. by Teng and Assoc., July 1969
Embedment depth, L, is solution of:
MO
FOUNDATION IN GRANULAR SOIL 0 000:
0* 0 0000
°
SKETCH OF
Al
TOPOGRAPHIC
(1 _$Ty. C.B.S.)//
SURVEY
A. R. TOUSSAINT & ASSOCIATES, INC.
LAND SURVEYORS
FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB -273
,� ---= 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161
I ` :;. PH: 305 891-7340 FAX: 305 893-0325
N ( ) ( )
FB: 472-D PG. 73 DATE: MARCH 26, 2014
ORDER No. 14904 ' SCALE: 1" = 20'
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0 20 40 A60 80
SCALE: 1 INCH = 20 FEET EV
SURVEYOR'S NOTES:
1) COORDINATES SHOWN HEREON ARE THE STATE OF FLORIDA, NORTH AMERICAN
DATUM, NAD83/90, TRANSVERSE MERCATOR GRID, EAST ZONE.
2) ELEVATIONS SHOWN HEREON ARE BASED UPON THE NATIONAL GEODETIC VERTICAL
DATUM, 1929, NGVD-29.
LEGAL DESCRIPTION:
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION
36, TOWNSHIP 52 SOUTH, RANGE 42 EAST, VILLAGE OF
MIAMI SHORES, MIAMI-DADE COUNTY, FLORIDA
A PORTION OF SHEET 4 OF THE BARRY UNIVERSITY SURVEY
SURVEYOR'S CERTIFICATION:
ALBERT R. TOUSSAINT
REGISTERED ENGINEER NO. 8939
REGISTERED LAND SURVEYOR NO. 907
STATE OF FLORIDA
DATE: MARCH 26, 2014 TITLE SKETCH OF TOPOGRAPHIC SURVEY
ST DOMINIQUE STATUE PLACEMENT
SCALE: 1" - 20' BARRY UNIVERSITY
DRAWING NUMBER SHEET DRAWN BY:
14904 1 1 OF 1 1 RS
WE HEREBY CERTIFY THAT THIS TOPOGRAPHY SURVEY IS TRUE
AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS
RECENTLY SURVEYED AND PLATTED UNDER OUR DIRECTION AND
LEGEND:
THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL
STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA,
A.C. =
=
AIR CONDTTIONER
CENTER LINE
UNDER RULE 5J-17 FLORIDA ADMINISTRATIVE CODE, CHAPTER
&B.S. =
CONCRETE BLOCK STUCCO
472.027 FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE
CONC =
CONCRETE
AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN
FOC' Z
ENCROACHMENT
HEREON.
IP =
IRON PIPE
=
R PEM LINE
PRP
�r
PAINT
RLS
REGISTERED LAND SURVEYOR No.
A.R. TOUSS NT ASSOCIATES, INC.
WM
WATER METER
BY- - __ `_ PRES.
ALBERT R. TOUSSAINT
REGISTERED ENGINEER NO. 8939
REGISTERED LAND SURVEYOR NO. 907
STATE OF FLORIDA
DATE: MARCH 26, 2014 TITLE SKETCH OF TOPOGRAPHIC SURVEY
ST DOMINIQUE STATUE PLACEMENT
SCALE: 1" - 20' BARRY UNIVERSITY
DRAWING NUMBER SHEET DRAWN BY:
14904 1 1 OF 1 1 RS