0-7783Dear Bill:
DWS:ls
enclosure
STOBS CO.
J. Robert Stabs
Donald W. Stabs
Miami Shares Building Department
Miami Shores City Hall
Miami Shores, Florida
Attention: Mr. William Bradford
Chief Building Inspector
February 20, 1973
Donald W. Stobs. Partner
7010 N.E. 4TH COURT, MIAMI, FLORIDA 33138
TELEPHONE 751 -1692
Re: Miami Shores Presbyterian Church Tower
We are going to install lights in the cross on the above referenced
tower. The Architect required the manufacturer of these lights to have
same tested for hurricane force winds, and we are enclosing a copy of
the testing laboratoryls report. You will note that they were tested
for winds up to 170 M.P.H., which I trust we will never see.
I was not sure if you would require this information, but felt it proper
to send you copy of same.
BUILDING WITH FLORIDA SINCE 1937
LAB. NO,
,.',7xPLE NO.
8334
55
8335
56
8 33 6
57
8 337
58
8339
o
59
: .
•q, .
•
,. i= aCIFIED STRENGTH
LAX
rlAND OF CEMENT
€s: AGGREGATE
4, 000
not given-
not given
not give
n
psi in
28 da
COARSE AGGREGATE
not give
n
-
-
SLUMP IN INS.
2.75"
2 .75 "
2`75 ".
2.75?
2.75"
SACK
C %LS. WATER TO
BATCH
ADMIXTURE
not give
not given
ri
-j
- - - -
- - -
we - - - -
_ ..
•
0.
INFORMATION FURNISHED
BY LAB.
f
CONDITION OF CYLINDER
good
good
good
good
good
CIA. OF CYLINDER
6 0"
6.0
6.0"
6.0"
6.0"
COMIC S$ 4
AREA IN SQ. INS.
28.27
28.27 _ :
28.27
28.27
28.27
.
TOTAL LOAD IN LBS.
78, 000
97, 000
119,000-
120,000
117,000
U %4IT LOAD PER SQ. IN.
2,759 •
3, 431
4209 -
4,245
4,138.
, - -. OF CYLINDER, LBS.
26.3
26.1
26.4
26.2
26.5
t> ', OF SPECIMEN
3 days
7 days
28 days
28 days
28 days
TYPE OF BREAK
#2
#2
:41
;1
,1
L 1
CYLINDER RECEIVED
3 -14 -73
3- 14 -73f
3 -14 -73
3-14 -73
3 -14 -73
FIELD
- 0
CUv ING
LAB;
Lab. cured
4 a
73
3 F.
Humidity
99%
-
CYLINDER MADE
2 -13 -73
2 -13 -73
2 -1 3 - 73
2 -13 -73
2 -13 -73
3 DAY - TESTED
2 - 16 - 73
7 DAY- TESTED
2 -20 -73
DAY-TESTED
3 -13 -73
3 -13 -73
CLIENT
CONTRACTOR
PROJECT
LOCATION
IZIIPORTED TO
REPORT OF TESTS OF CONCRETE CYLINDERS
Stobs Bros. Construction Co.
0
s
••
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or
a
a
Stobs Bros.Cont., 701
COPIES ISSUED TO
1 -Stobs Bros.Constr.Company
2- H.E.Wagnor
1- Mr.Wm.Bradford,Bldg.Insp.
1 -Mr. James .O.Power,Eng.
& Zoning
ros. .Cons ruction
n
e S
V •
1 -Mr. Robert F. Cook, Dir. Bldg. TEST CYLINDE S E AT
TICKET NO. .�`
10
AIR CONTENT
WINGERTER. LABORATORIES,
Et. Laboratory and Inap*ction Service
1820 N.E. 144th street
Drawer L , North Miami, Florida 33161
e
WEATHER CONDITION
Concrete Temp:
Air Temp
INC.
0-11716 3-14-73 11 .
0- 7783 2 -20 -73 zh
Bldg. Permit No.
23 - 25
REPORT No.
ORDER Na. 3O 58.61 ( 206 5
ve. Miami Shores - Fla.
ovation
•
U
REMARKS: STRENGTH REQUIREMENT Complies in 28 days
INFORMATION FURNISHED BY Our inspector rem Rodger
CONCRETE FURNISHED BY
Turnpix ?cant
8:45am
-- C - 173 - My
FROM 2 YD.
TRUCK NO. 7 96
TIME BATCHED . 7 :3
W.G. ICKS,P.E.
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED r“,-1
AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS.
CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
7520 RED ROAD, SUITE N
TELEPHONE (305) 665 -6964
March 7, 1973
Miami Shores Presbyter
72-42
February 2, 1973 I re
Inspected reinforce nent 1
had not arrived on th
soon. At the end of one of t
and the Superintendent was i
Albert Castellon
AC :rcp
Inspection Report No. 9.
I
JAMES OWEN POWER
CONSULTING ENGINEER
SO. MIAMI, FLA. 33148
n Chu T
- Castellon
f ab at elevation +60V. The #10 dowels for t
of the time of this inspection, however, t hey
ii - 3 beams at this level no top dowels had
# ructed to do so. At some places in these sa
JAMES OWEN POWER PE
LAWRENCE J. ESSMAN PE
walls thove
t ided
, the
ties were too close to the inside face so that not enough concrete cover would harve been
provided. The Superintendent was instructed to move the steel in so as to provide the
cover required. Outside of the items mentioned afire all remaining steel was in place
and properly, sized and tied. Pour Is scheduled for this afternoon.
March 1, 1973 - inspector - Castellon
Inspected wall reinforcement from elevation +6O to elevation +70' -4".
went was in place except for 2 if 6 at top of sloped walls. The f. was instructed to
provide these. All remaining steel was properly sized and tied.
a 1: _ 2 cc: - Harold E. Wagoner, FAIA & Assoc.
1 cc: - liuildine Inspector - iami Shores Village
1 cc: - Stabs Bros. Construction Co.
A
sin