CC-12-1562Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 178599 Permit Number: CC -8 -12 -1562
Scheduled Inspection Date: January 03, 2013
Inspector: Bruhn, Norman
Owner: , BARRY UNIVERSITY
Job Address: 11300 NE 2 Avenue
Miami Shores, FL 33138 -0000
Project: BARRY UNIVERSITY
Contractor: EMERALD CONSTRUCTION CORPORATION
Permit Type: Commercial Construction
Inspection Type: Final
Work Classification: Repair
Phone Number
Parcel Number 1121360000050
Phone: (954)241 -2583
Building Department Comments
REPAIR MASONRY WALL DAMAGED BY CAR HIT
Infractio Passed Comments
INSPECTOR COMMENTS
False
Failed
/47,1
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 177494.
January 02, 2013
For Inspections please call: (305)762 -4949
Page 5 of 26
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
AUG RECEIVED
17 2
FBC 20 L0
Permit No.CC QA 5(d2
Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: /13 00 14 44f-- � , E o 01/IA 4 L lAi t Amem tL,
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #:
Is the Building Historically Designated: Yes
NO ✓ Flood Zone:
OWNER: Name (Fee Simple Titleholder): nl�C.r� Phone #:
Address: 1/30,o 4 E. A-e.,
r ' .
City: /4fl / .h
P " State: ,-L • Zip: 33 / se
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: F// !b-I £ (.0,07-544-/4 I aui Q Phone#: -c) 4 ) - ..�
Address: /age. 4/01/ l4 64
City: li / /q'te�',�w�(. %kLi State: zip:JY7 4o 1
Qualifier Name: /�Vl7"f-'I Phone #:
State Certification or Registration #: ') C IS 19415 Certificate of Competency #:
Contact Phone #: Cler Y-0141-. 53.-1. Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ `=' Square/Linear Footage of Work: 1 a L f
Type of Work: °Addition® C4
,,a °Alteration °Newt Repair/Replace °Demolition
1
Description of Work: e124!'C ®a L- G V4 ' �' PA t, r
Color thru tile:
* ************ ****** ********* *********** Fees ******* * * *** ** ** ********** ***** *************
Submittal Fee $ ( Permit Fee $ J . f00 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
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
Zip
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 CONDI IZONERS, 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
romise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
hose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
or the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
' nspection will not be appro a reinspection fee will be charged.
ignature
Signature
Owner or Agent Contractor
lai
e foregoing instrument was acknowledged before me this
The foregoing instrument was acknowledged before me this
y of A� , 20� �9 , by ,� G.1 day of , 20 �, by ��r� i b
ho is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
O,,�YPy��i� Jonathan Cuesta
OTARY LIC: NOTARYPUB� ,�,CCl,!',!lSSON#EE041198
1.44.).,_21, �d
c � �EXPiriES: NOV. 09,2014
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,„y z„7.0 W W,MRONNOTAR' com
ign:
y Commission Expires o ,� -�� +oN #> 6a�
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Sign:
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My ommission Expires:
lc ****** ***********************************m***************** ** **** * *** * * * ***** * * * * * * * * * * * ** *mix * * * ** ***** * **
PROVED BY
Plans Examiner Zoning
Structural Review Clerk
Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
GE \ERAS \OT
-Se
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO START
OF WORK AND NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCY IN THE DRAWINGS AND
OBTAIN HIS APPROVAL BEFORE PROCEEDING WITH WORK.
THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING
PERMIT IS OBTAINED.
CONTRACTOR TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO
COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.
DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
CONTRACTOR SHALL NOT BEND ANY CONCRETE REINFORCEMENT OF STRUCTURAL STEEL
ON THE SITE BY HEATING. UPON APPROVAL OF ENGINEER —OF— RECORD, CONTRACTOR
SHALL MECHANICALLY BEND THE AFOREMENTIONED ITEMS.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED
WATER FROM EXCAVATIONS AND DEWATERING OPERATIONS IN SUCH A WAY AS TO NOT
CAUSE INCONVENIENCE TO THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS.
WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING
ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER. ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE
ARCHITECT /ENGINEER.
ENGINEER'S VISITS AT THE SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH
CONTRACTOR BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK
WITHOUT PRIOR NOTIFICATION TO THE OWNER, FOLLOWED BY A CHANGE ORDER.
10. THE CONTRACTOR SHALL MAKE REQUIRED
SANITARY FACILITIES, BARRICADES, ENCLOR
DURING THE PROGRESS OF CONSTRUCTION..0
PROPERTIES.
14. DO NOT SUBSTITUTE MATERIALS, EQUIPME
SUCH SUBSTITUTIONS OR CHANGES HAVE
OWNER /ARCHITECT /ENGINEER.
URE AND PAY FOR ALL
G AS NEEDED FOR AND
LL PROTECT ADJACENT
CONSTRUCTION UNLESS
WRITING BY THE
15. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE ORDERS AND
VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK. USE ONE SET OF DOCUMENTS
EXCLUSIVELY FOR THIS JOB. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
UPDATING HIS CONSTRUCTION DOCUMENTS WITH ANY REVISED DRAWINGS AND
SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS, AND CLARIFICATION SKETCHES
ISSUED DURING THE COURSE OF CONSTRUCTION.
16. CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO THE OWNER UPON
COMPLETION OF THE WORK, AS A CONDITION OF ACCEPTANCE.
17. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECEIVE THE PROPERTY FREE
FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND DEBRIS SHALL BE REMOVED FROM
THE SITE. THE CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR CLEAN DURING
CONSTRUCTION PROGRESS. LEFTOVERS FROM MEALS CONSUMED ON PREMISES SHALL BE
DEPOSITED IN SEALED CONTAINERS.
18. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION,
AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
J
GE \ERAS \OTES:
19. THE STRUCTURAL DRAWINGS SHALL GOVERN THE LOCATIONS OF THE INSTALLATIONS OF
THE MECHANICAL AND ELECTRICAL SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT
BEFORE FORMING ANY CONCRETE BEAM IF INTERFERING WITH ELECTRICAL OR MECHANICAL
FIXTURES /CONDUITS.
20. THESE DRAWING HAS BEEN PREPARED BASED ON CONFIRMATION FURNISH BY THE
CONTRACTOR.
21. THESE DWGS. ARE NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE
STRUCTURAL ENGINEER
22. THESE DWGS. ARE ONLY VALID FOR THE ADDRESS LISTED IN THE TITLE BLOCK OF
RC GROUP LLC.
}
CODI —Se
1. FLORIDA BUILDING CODE, 2010 EDITION
2. AMERICAN FOREST AND PAPER ASSOCIATION ( "AFPA ") "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION ", NDS -05.
3. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURES" ACI 530-08 ( "ACI 530 ").
4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC (ASD 13TH EDITION
CO \CR
=IF \OT
1 REVISIONS
Y
10) c
1,14'
1. ALL REINFORCEMENT STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615,
60.
2. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION, AND PLACING OF REINFORCING STEEL
SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE MEMBERS.
3. LAP ALL BAR SPLICES 30 BAR DIAMETERS. UNLESS OTHER— WISE NOTED.
4. ALL CONCRETE SHALL DEVELOP A MINIMUM OF 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS
UNLESS OTHERWISE NOTED.
5. MINIMUM COVER FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE:
CONCRETE DEPOSITED AGAINST THE GROUND 3"
CONCRETE EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND 2"
6. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO PLACEMENT OF REINFORCEMENT
O.L 600338 -8
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EXISTING STEEL. FENCE TO BE
REPAIR TO MATCH EXISTING
ADJACENT STEEL FENCE TYP.
EXISTING STEEL. FENCE TYP.
gii� �i� � i i ii i
11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
ILLII I Lt1 1,J11 LI ILL 11=1:L11114 II 111111 11
inrrnm nrmir tin 11 II 11 11
N
III =1..
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EXISTING STEEL. FENCE TO
BE REPAIR TO MATCH
EXISTING ADJACENT STEEL
FENCE TYP.
EXISTING CONT. EXTERIOR
CMU FENCE WALL TO BE
REPAIR AND MATCH
EXISTING CMU WALL TYP.
III -111-
±16' -0" SHALL BE REPAIR BY CONTRACTOR (V.I.F.)
EXISTING EXTERIOR FENCE ELEVATION
SCALE : 3/8 " =1' -0"
EXISTING CONT. CONC. FTG.
TYP. (V.I.F.)
x
N
I
' iii iii
'1= �ILillI1111
111= 11=11 =
„III,„ �I 1 ,
SECTION
SCALE : 3/8 " =1' -0"
EXISTING CONT. EXTERIOR
CMU FENCE WALL TYP.
EXISTING CONT. EXTERIOR
CMU FENCE WALL TO BE
REPAIR AND MATCH
EXISTING CMU WALL TYP.
SCOPE OF WORK:
1. REMOVAL OF EXISTING FENCE MATERIAL
DAMAGED BY TRAFFIC ACCIDENT.
2. EXISTING FENCE COMPONENTS SHALL BE
REPLACED WITH NEW ONES THAT MATCH
EXISTING ONES IN QUALITY, SHAPE AND
INSTALLATION.
3. THIS REPAIR IS VALID FOR THIS PARTICULAR
INCIDENT ONLY, DATED 08- 01 -12.
01
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i2
ni Shores VW oe
BY
5(0 2
DATE
T 10 Cr�P,'�'I LANCE WI fl-I ALL FEDERAL
D REGULATIONS