07-562-013prefat -!- -`-J
me
core drill%" dia X 6" holes
0 8" c/c and set •4 bars
in epoxy
...y
12" pc foist
see section A for
edge condition
Sect
3/4" = 1'- (
Section A
3/4" = 1'- 0"
2B -3
Section C
3/4" = 1'- 0"
a
—a,
m
m
O
C
O
U
8" concrete masonry unit
railing beyond
existing wall
.n
v
to
m
U') m
U
C
O
U
Dp o
+t- -D - • + -1- •-t -D
2B -1 beyond
8" concrete masonry unit infill
above existing CMU railing
-ore drill 14" dia X 6" holes
and set • bars in epoxy
I I
I I
I I
1 I
1 I
see architectural drawings -j►
for new dryvit
finish / railing 1 1
I I
I I
I I
I I
I I
I I
. .
A A A A A A
I I
I 1
I 1
-2 2B -1 I I
beyond
I I
L
Z - LH. - _ I 1 _ -
chip out 1%2" deep
X 6" pocket in existing beam
existing concrete
masonry unit
railing
existing stair
landing slab
existing concrete
masonry unit wall
----- � •10' -0'
core drill (4) 1" dia x 6"
holes & set bars in epoxy
existing beam
\0\0\�
to
*4 0 8's
each way
core drill %" dia X 6" holes
Q 8" c/c and set 04 bars in epoxy
28 -1 1 i
I I
1
LJ
see architectural drawings
for new dryvit finish / railing
2 •5 top
2 05 bottom
0 drop
concrete column
beyond
•-
16"
Section D
3/4" = 1'- 0"
4 •5 bottom
continue into steel
column
Section H
3/4" = 1'- 0"
1 I
I I
I I
I I
existing dryvit L 1
exterior wall
I 1
I I
1 I
I I
I I
I I
existing slab 1
I I /I 1
prefabricated
metal stair
ii
I I
I I
I I
I I
1 I
see architectural drawings I— 1
for new dryvit
finish / railing 1
I I
core drill 1" dia X 6" deep bottom of slab 1 1
hole and set •7 bars from beyond 1 1
2B -4 in epoxy I 1
I I
I I
— — — — — — — — — — — —
C - -- - - -- ----- -�- - -- - E=,,:. T 0 A A 4
I
1 I 1 I I 1,� I I I .D•
— — — — — — — — — — — — — — — — — — — — — — — — — •
_ 1 1
- I 1
2B -4 2B -1 1
\-2B-3
05 0 48" c/c L J
chip out 2" X 6" keyway
in existing concrete - 1 -
-1-
1-
- 1 05 continuous
existing concrete
masonry unit wall
existing 8" concrete
masonry unit stair rail
Section B
3/4" = 1'- 0"
Section F
3/4" = 1'- 0"
w concrete
lumn beyond
BROCKHOUSE
BROCKHOUSE ASSOCIATES PA
1570 MADRUGA AVENUE PH 1
CORAL GABLES, FL. 33146
1.: 111
ARMTECTURE ■ INTERIOR DESIGN
PROJECT
A Renovation
For The:
THE CENTER FOR
ARTHRITIS AND
RHEUMATIC DISEASES
6150 Sunset Drive
South Miami, FI 33143
305 661 2299
SEAL f
Q x •
• V W •N ; 7 J
C�J; • • •% • �\,
' • G
N. OSCAR GONZALEZ, P.E.
CONSULTING STRUCTURAL ENGINEER
P.E. # 31964 STRUCTURAL
11462 S.W. 75 TEAR. MIAMI, FLORIDA 33173
305- 596 -4874
SHEET TITLE
STRUCTURAL
SECTIONS 1
SHEET TITLE REFERENCE
03027- struddet.dgn
ALL CONCEPTS. DESIGNS. ARRANGEMENTS. DRAWINGS AND
SPECIFICATIONS ARE OWNED BY, AND ARE THE PROPERTY OF
THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED
FOR USE ON, AND IN CONJUNCTION WITH. THE SPECIFIED
PROJECT. NONE OF SUCH IDEAS, DESIGNS. ARRANGEMENTS
OR PLANS SHALL BE USED BY OR DISCLOSED TO ARY PERSON,
FIRMA OR CORPORATION FOR ANY PURPOSE WHATSOEVER
WITHOUT THE WRITTEN PERMISSION OF:
BROCKHOUSE ASSOCIATES, PA.
REVISION
DESIGNED BY
B.A.
DRAWN BY
B.A.
APPROVED BY
M.W.
DATE 5 -17 -05
SCALE 3/4" = 1 ' -0"
PROJECT N0. 03027
SHEET N0.
S.6