602 NE 96 St (10)Chairman
bierr.ber
Member
Council Approv
Disapproved . _ Date
(Signed) .__...
'MIAMI SHORES VILLAGE
APPLICATION FOR BUiLDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications }'erewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and
regulations of the 13uiiding Division of Miami Shores Village shall be complied with, whether' herein specified or not A copy of approved
plans and specifications must be kept at building during piggress of the work.
BUILDING INSPECTION DEPARTMENT
Owner's Name and Address. /? ., � ... f �' No........ ......
Registered Architect and /or Engineer i ..d idt...... «�'& l...,,. 14,E ,, ..
i
Natne and address of licensed contractor . _.. �' �..... ,� ' L "t 7'K lr erred . 1
Location and legal description of lot to be built on:
Lot...._ ;Block.
Building Inspector
.�.r Stie L MI' Number where work is to be done
Statst,work to be done and purpose of building (by floors)
bdiyision
_ _._..Size of Building Lot
IA
PLANNING BOARD. ____ . .... ,..DATE
Member
Member
Member
.. Date Disapproved
F
.. and for no other purpose.
New Building Remodeling. Addition z . Repairs No. of Stori ..... .._...
To be constructed of.: 4 ...< land off ndationyd A! . (fl- . Roof Covering d../..._...._ __......
Estimated Total cost of improvements $..,.... J.... tr_...... Amount of Permit $..
Zone cubage required _..._........_. _:___.____ .Plan Cubage.. ...._._..
Distance to next nearest building
Maximum live load to be borne by each floor
I herebyAubmit all the plans and specifications for said building All notices with reference to the building an its construction may
be sent to..... TO 0 4 t5 A. G.... .t...(e)-. 'Z7 . .... Ci.:..._ 701 r ' ..0 ' LZ ` ' ( 1 . ) f' I'v J .........__
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled Ce. of Florida, Permanent Supple ie
and has complied with the provisions` thereof, and will require similar compliance from < contr ors - -r sub - contract employe
d y r
in the work to be performed under this permit; and will post or cause to be posted f site of the su _ �_ - ,�:,
or notices as are required by the Act. The undersigned agrees to employ only su boon work y =�
permit, as are licensed by Miami Shores Village. j���
Remarks (Sign �
STATE OF FLORIDA, i
COUNTY OF DADE. j ss•
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, persorlally ap-
peared
to me well known,
and wio being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No. Date ..._._........ Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
7520 RED ROAD, SUITE N
September 13, 19
iarrlt S1 S Presbyters+ ft Church - ;Bell T
ll{ {feection No.
Jamas Owen
cc: 2 -
1 - Building inspect
1 - Stabs Bras. Corot
JOP;rcp
JAME*: OWEN POWER
CONSULTING ENGINEER
80. MIAMI. FLA. 88143
JAMES OWEN POWER PE
TELEPHONE (305) 665-6964 LAWRENCE`J. PE
September 12, 1972. Met with Mr. Stabs and Mr. Jenkins on the site to it t
excavatim which has been dug to rough dimension, but not yet cleaned art. TI
material is limerock`as indicate d in the borings. By probing 1 was able to find 'c
of solution cavities (locally called "potholes "). These particular cavities' are ty
about a foot in diameter with a maximum dimension of perhaps two feet. They with loose sand and rock frageptsrets. This situation is not unusual in this car
In my judgement the foundation is equate to safely swport ! psi. 1 tinders
that a successful plate load test has been c lducteed but l have nat yet seen the r
Village