EL-11-2113Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 169023 Permit Number: EL -11 -11 -2113
Scheduled Inspection Date: January 23, 2012
Inspector: Devaney, Michael
Owner: RICHARDS, RANDALL
Job Address: 10666 NE 11 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: LINDMAR ELECTRIC INC
Permit Type: Electrical - Residential
Inspection Type: Final
Work Classification: Alteration
Phone Number (305)335 -4848
Parcel Number 1122320280690
Phone: (305)756 -1075
Building Department Comments
RELOCATE EXISTING OVERHEAD SERVICE TO UNDER
GROUND.
THIS PERMIT REPLACE PERMIT# EL11 -1996.
Passed
C✓J
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
X,"*" (
January 20, 2012
For Inspections please call: (305)762 -4949
Page 41 of 47
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 Es`Y:
B ING Permit No. J l ° 2i 13
PERMIT APPLICATION
i.JAr0 CA/Y-An
o TIgW
NOV
FBC 20
Master Permit No.
Permit Type: Electrical PaiL tck' 20c-73f- (IRCIK
OWNER: Name (Fee Simple Titleholder): i" Phone#:
,l r
Address: I i :i l Ut-
City: kl P t r` VvWY C State: Zip: 13
Tenant/Lees`see Name: r ,��n 01_1 (,D
Email: t A 1 ("° `O
JOB ADDRESS: Idle( �L t
Phone#:
66\ 6z7 t`'-
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #:
Is the Building Historically Designated: Yes NO Flood Zone:
CONTRACTOR: Company Name: LA 1 , v , v ` t C Phone#: V i l S tc ^ ` v-1,
Address: Ut41 L 1, M �i�- CA"
City: JAL t' \ ' ' ,i,� 5 State: `r t./ zip: ✓ J () C'
Qualifier Name: 0 r 1 `ti 0 (,(,
State Certification or Registration #: i Certificate of Competency #-(:)1111610_191V �
Contact Phone#: Email Address: 1i 1�l ��'@1e�� k%/I�� 'CV"
DESIGNER: Architect/Engineer: Phone#:
Phone#:
lTh Valve of Work for this Permit: $ V" Square/Linear Footage of Work:
Type of Work: OAddress C lteration
Description of Work:
ONew
ORepair/Replace
ODemolition
* * * * ** : ;. * * * ** * * * * ** *vow * * * ** *****+v **** Fees ** *** *** ******* * *e * *** ******** * * ***** ** * * **
Submittal Fee $ r Permit Fee $ / r P 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 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 FT FCTRICAL 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
pro
w
for
inspe
licant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
d faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
ection wh• occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
be appr ed and a reinspection fee rged.
use in go .
se property
first
e
on will
L
Signature \ Signature
Owner or Agent
The foregoing instrument was acknowledged before me this !ki
day of NtY' , 20 �� , by (114 a-iCk
who is personally known to me or who has produced VC—A +�
As identification and who did take an oath.
,`` ‘\ \''):01. al p //'
Sign:
Print:
PUBLIC:
uoI 9UJvo••.
My Commission Expires: c°;I�°a �l d �3 0
APPROVED BY
N
i// ✓i/ / "j S l a.i
4110111
Contractor
The foregoing instrument was acknowledged before me this 19
day of 1 6\[ , 20i , by ��yy
who is personally known to me or who has produced TLI JD
as identific tkp: � " ,)ake an oath.
NOTARY PUBLIC:," '' 6p6s9 . -• f4
do. f "bp dr
'�'� / aid ...
My Commission Expres:`irs S Ills Ol'� ‘ `‘\,
rrI ' '\\.'�
CAI U N� ,
Sign:
Print:
a49 r
r' 4/ ,0, Plans Examiner Zoning
Structural Review
(Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09)
Clerk
NOV maRgvimil
2 8 2011 LUJ
BY:
November 28, 2011
Village of Miami Shores
Building and Zoning Department
10050 NE 2nd Avenue
Miami Shores, Florida
Attn: Building Official
Re: Special Inspection
Project: Residence
10666 NE 11th Avenue
Miami Shores, Florida
Dear Sir;
Edward o
LANDERS, RE.
CONSULTING ENGINEERS
Permit /7- /1/J
We inspected the condition of the tie beam in the above referenced project. The concrete on
the inside face of the tie beam was cut to allow installation of an electrical conduit. The
concrete area cut also exposed a section of the bottom rebar in the tie beam.
We propose to repair the tie beam and require relocation of the conduit. We recommend
cleaning and coating of the rebar and applying an approved concrete repair material per the
attached recommendations. The work proposed is in compliance with the requirements of the
Florida Building Code.
Please call if we can provide any additional information.
Very truly ours,
Ed and A. Landers, P.E.
President
7850 NW 146T1-1 STREET. SUITE 509
're ES FL 33016* PUN: (305)823 -3938 * FAX: (305)823 -9355
r
CONCRETE REPAIR RECOMMENDATIONS
Ward A
LANDERS, RE.
GC!Ns11I iING ENGINEERS
The following is our recommended repair procedure for all spalled concrete areas. The specific
areas include concrete slabs, concrete columns, beams or any additional observed conditions.
We recommend concrete repair for the structural elements and submit the following procedure
described as follows:
1. Remove all loose and deteriorated concrete with a light- chipping
hammer in all areas that exhibit concrete cracks and areas that are
spalled.
2. Randomly test areas with a hammer to determine any additional areas
For removal. Do not remove any sound concrete from around rebar
3. Tie -up and secure any sagging re -bar and support as required. Do not
remove any existing re -bar without prior authorization.
4. Replace deteriorated re -bar only as required by the Engineer.
5. Wire brush all exposed re -bar to remove all loose scale, concrete and
rust.
6. All cleaned re -bar should be coated with a rust inhibiter as soon as
possible after cleaning. The following are acceptable coatings:
a. Sika Armatek 110 EpoCem, by Sika Chemical Co.
b. Zinc Rich Epoxy Primer, B -6270, by Delta Labs
c. Corr -bond Euclid Chemical Co.
d. Sonnobom "Sonoprep"
e. Approved Equals.
7. The patching material should be a cement -based product designed
specifically as a patching material. The following are recommended
products that must be mixed, applied, etc., in accordance with the
manufacturer's recommendations;
( Coastal Construction Products, 305 - 757 -2121)
a. Thorite, by Thoro Products,
b. Euco Verticoat, by Euclid Chemical,
c. Sonnobom "Gelpatch"
d. Sikacrete 211, by Sika Chemical
e. SikaTop 122 Plus, by Sika Chemical
8. Apply patching to all prepared surfaces either by hand or sprayed
finished sufficiently to match the adjacent concrete surfaces. Concrete
may be used to repair the undersides of the main beams. All work to be
performed by a qualified application contractor in accordance with
approved procedures and recommendations.
7850 NiW/ 446TH STREET.MATE 509 _. iAld1 EL 33016 Y PHN: (305)823 -39. FAX: (305)823 -9355