EL-14-1042 miKE
J
Miami Shores Village W $2 2014
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
FBC 2010
BUILDING er Permit No. (2e_ W4 341
PERMIT APPLICATION Sub ermit No.' L d
❑BUILDING XELECTRIC ❑ ROOFI EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL E3PUBLICWO ❑CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 9c"&5 A/& fST'
City: Miami Shores County: Miami Dade Zip: 331 A�
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): /NC Ir/J Phone#: eS
Address: 10301�5' tJf- ! -W
City: 1401 State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: '44 6"E'ca4�'tGr�/Phone#: �a2g� 31.90
Address: 10571 " 1P 1`b f5 -5-r �l�
City: AA l fM 1 State: Zip: '33M 7
Qualifier Name: Phone#:
11
State Certification or Registration#: _ ' Certificate 6f Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$2202 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: _Cgh-A166 r-F& Fizoo o'Eig'C4, uAl3i:z67,zalA6.
Cep s T fz,-1/6e V:� 12�S ��� �-� �tr) E �
Spec&color of color thru tile;,_. �a'®
SubmittalfFee$ Permit.Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ 1 °
(Rev1sed02/24/2014)
Bonding Company's Name(if applicable)
s
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 n 1 Signatuiz7c 1'��
NER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged beforeme this
day of DLC-6144W--- ,20 1q .by _5 �W day of D�� ,20 z / ,by
/AJ&r_JD W M/5#/JP ,who is personally known to Ml(_"✓' C h-5 ,who is p �►+a��� ^oWn*�
me or who has produced 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:
Sign: Sign:
Print: Print t3j;lS C �+
Seal: � ' Seal: +tire
Notary Public State of Florida ° Notary Public State o/Florida
Robert Murphy Robert Murphy
My Commission EE 201086 " My commission EE 20106
Expires asasasa•saa * 1+6 a r * *aaaaxxM*s*x*aeaaaxs* *�` a �lAitteea*asp*s*a as*asxa*
APPROVED BY G �Z/� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
SECOND CUT:
EXISTING PAVEMENT SHALL BE SAW CUT ALONG
A NEAT STRAIGHT LINE TO THE FARTHEST POINT VARIES
OF BROKEN OR DISTURBED ASPHALT
INITIAL CUT
ASPHALTIC CONCRETE THICKNESS TO MATCH
EXISTING. APPLY TACK COAT TO BASE AND ALONG
EXISTING ASPHALT EDGES 6"
MIN. 0 0 0 0 0 o 0 0 0 0
(MIN.) °o°o° °0°cl§sc0°0 0°0°0
0 00600°0 0 0.0°0 0°0°0
- - 18" 18"
(MIN.) (MIN.)
COMPACTED LIMEROCK BASE COURSE COMPACTED —Z
TO A DENSITY OF 100% MODIFIED PROCTOR T-180
cn
w
cx
a
12" STABILIZED SUBGRADE (LBR 70) COMPACTED >
TO 98% DENSITY (AASHTO T-180-74)
........... ............
........... ...........
............ ............
........................
»... ..........
CLEAN COURSE SAND HYDRAULICALLY
COMPACTED TO 90% DENSITY MODIFIED "•'•'•'• • .........................
PROCTOR T-180
WHERE UNSTABLE SOILS ARE ENCOUNTERED, VARIES *J
INCLUDING PEAT, MUCK OR OTHER QRGANIC SOILS,
ELASTIC SILT OR CLAYS BELO�(Ila° ° L TABLE,
A FOUNDATION IS REQUIREn,:'v .• i4 0*�AATERIAL
SHALL BE 6" COURSE s�l , •�,>�E�SF°°•? TYPICAL UTILITY TRENCH RESTORATION DETAIL
N
57556
SHEET 1 OF 1
°® STATE 0 F ®TYPICAL UTILITY TRENCH RESTORATION N.T.S.�
CONSUMa Mi � & emcl, u4�. °� '•�� 0 R NEW HOUSE AT 1035 N.E. 96TH STREET
to= X xmgDm Daws amra soo S� 'N p,����'•
UM Frooama=, (006) 376-151155MIAMI SHORES, FLORIDA 33133
=—000&= ° °}1y° � � DATE: 12/5/14