07-562-00825' -7" 39' -10"
L.
remove existing 8" x 12" column
6' -0" x 6' -0" x 1' -6" fledge of sloping wall & install new j
i 8" x 16" concrete column w/ 6 95 existing ' x 4' footin i
concrete footing w/ vertical •3 0 8" ties from existing
g i
6.5 EW top & bottom j 12 deep footing--\ ! footing to the beam that is above i
extension ! existing 16" footing
existing 16" footing
1 - - - -- —
MI A I o I i 1 o i - - - -- - - - -, i----- - - - - -�
I
\ ----- - - - - -- ------------- --I - -- - -� I i
I . :::niib 1
1 I
n o! I I I '� r- - - - - -- I-- - - - - --
along sides of existing IL�a r — — ----------------------- - - - - -,
10 x 24 concrete I O D `! D D I concrete footing core I r I I l 1 I l i I
column w/ 8.7 vertical u - drilIY4" diameter x 6" I I 1 I I I 1 1 i 1
+3 0 10" ties ! holes 0 8" c/c & set •5 l l I u I L - --, I___ J l
• 11 � , � -- � / r- -- I i I
I
bars n epoxy into footing Al I I I
i extension -7' L —— ------------------------- - - - - -- l I I ! l
------------------ - - - - -- i I i i i existing 7' -0" x 7' -0"
1 footing
1 '• I 1 '• I I I I � 1 1--- - - - - -' — l
I 1 I I existing 16" footing I I I I
existing 6' -0" x 6' -0" existing column typ. I 1 I
I � I 1 � I I I I I !
I i I footing----- - - - - -- K
L----- --- - - - - --�
existing footing I L--- - - - - -I I
i i I 1 i
i i I ;
i i I i
' __ —_ - --i existing wall typ. i
� I i
� I i
� I i
� I i
� I i
' � I
'
r— ' ----------- ------ - - - -'�
I i
i
i i l I
i i I I I
i i 1 1 i
i i 1 I i
I Ir- - - - - -- -- - - - - --
I 1 I ; I
I 1 I , I
I I I
I ;
i
i
1 I i I I
E
S•7 I
I ! l existing 5' -6" x 5' -6" I ! existing 6' -6" x 6' -6" I I
- -___, I footing I I footing I
I I
I I
- - - -.1 I existing ele
---- - - - - -' - - - - -- I
I � I foundations
— — 1------- - - - - -- — +—;- -I
i i 1 I l i l l
i i 1 l l i l
I I I l l l existing 80-
A1 24" wide stair 1 I I I footing
framing see section L —�
I
1
existing 24" footing
existing low wall I
at new to existing footing
intersections core drill (3)
Y4" diameter x 6" holes
& set 05 bars in epoxy
existing 24" footing
8" x 21" •/- column
w/ 6.5 vertical
03 0 12" ties
D
8" CMU wall w/ No.9 truss
type joint reinforcement 0 16" c/c
existing wa
to be rem(
8 "x12 "cl
4.5 verticl
IN—existing 8"
I
I
I
I
I
jexisting 4' -0" x 2' -6" footing
I
existing 24" wide footing
I
I
L X04
8" x 12" concrete column
w/ 4.5 vertical •3 0 12" ties
new 24" wide x 12" deep concrete
footing w/ 3.5 continuous 04012"
transverse. (top of footing to match)
the existing
Ground Floor Plan
1/4" = F-9'
Denotes Existing Areas Not Part of this Project Scope
No Habitable Space on this Floor
BROCKHOUSE
BROCKHOUSE ASSOCIATES PA
1570 MADRUGA AVENUE PH 1
CORAL GABLES, FL. 33146
305 666 2333 ■ FAX 666 2332
II
AR 10682 AA MSC
BRUCEBROCKHOUSE
ARCHITECTURE ■ INTERIOR DESIGN
PROJECT
A Renovation
For The:
THE CENTER FOR
ARTHRITIS AND
RHEUMATIC DISEASES
6150 Sunset Drive
South Miami, FI 33143
305 661 2299
<<�
• v ca
.S
N. OSCAR GONZALEZ, P.E.
CONSULTING STRUCTURAL ENGINEER
P.E. # 31964 STRUCTURAL
11462 S W. 75 TERR. MIAMI, FLORIDA 33173
305 - 69&-4874
SHEET TITLE
STRUCTURAL
GROUND LEVEL
FLOOR PLAN
SHEET TITLE REFERENCE
03027- grndfloor.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 ANY PERSON,
FIRM 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 1/4 If= 1 1-011
PROJECT N0. 03027
SHEET N0.
S.1