12-729-0184" concrete slab w /6x6 -
W 2.1 x W 2.1 w.w.f. e
middepth over compacted d
soil
see Section E /S.2
for concrete wall
reinforcement
n
V
N
1
I.{..
Q
1
N
r-
Q
- 211-:.-:.i_ 11
2
31
www�ww wr itir�iiwirww ��`iirM
81 -011 F -4 x 8
W -611
iv
+01 -011
fin. conc. slab
existing
footing
exist. slab
remove portions
of exist footings
I
I
1
existing concretb
column & footing
- existing concrete
footing
drill Y14" dia, x "
deep hole ach
bar & set *5 or in
epoxy
exist. 24"
concrete
Structural Foundation Plan - Level 1
1/4" = 1 ' -0"
existing concrete
walkway repair any
damage to existing
concrete slab
/Denotes Existing Areas Not Part of this Project Scope
i No Habitable Space on this Floor
provide control joint in
tile or any other finish
along this line
see Section D /S.2
for reinforcing
new landing slab 8" x 16" concrete beam w/4 *5
& *3 a 6" between new CMU
wall & elevator wall (at elevator .
wall drill (4)Y4" x 6" holes & set
4 *5 bars in epoxy)
Section A - Stair Landing (Level 2)
3/4" = F -0"
drill (4) %" x 6" holes
& set 4 *5 2' -6" long in
epoxy
exist. 2nd floor slab
over precast joists
Structural Stairway Plan - Level 2
1/4" = V-0"
+10' -011
exist. conc. slab
Section B - Entry Landing (Level 3)
3/4" = 1' -0"
Denotes Existing Areas Not Part of this Project Scope
No Habitable Space on this Floor
(X
*4 a 6" top
4 *4 bott.
*4 0 8" bott.
2 *5 top & 2 *5 bott.
drill & set in epoxy from
bottom sides (elevator
wall & opposite corner)
& lapped full length
edge of elevator wall
existing concrete
slab (verify in field)
10 x 16 concrete
beam (see sections)
r
+221 -011
fin. conc. landing
N
cn
I I I
.ID I PI
Al
I�TI I d L �_r T �
p •, -`p •`° D 1 W -711
^ A o
\72 *5 top & 2 *5 bottom
0 4" c/c 0 edge of
stairway
iii
D
A
A A
° 31 °1¢11' p 101 '31.i0,11 D
A . `A A A Ate'• A
I81 -64'
fV
4
+16' -6"
fin. conc. landing
Z Structural Stairway Plan - Level 3
1/4" = F-0"
drill %" dia. x 6" holes
0 8" c/c & set *4 bars
0 8" in epoxy
Section C - Entry Landing (Level 3)
3/4" = 11 -0"
17"
*3 0 8" ties
& hairpins
.,; *5
vert.
Column Detail - C 1
N.T.S.
Denotes Existing Areas Not Part of this Project Scope
/ No Habitable Space on this Floor
+22'_0"
fin. conc. landing
bottom of existing
beam
drill Y8" diameter holes
x 6" deep and fill w /epoxy
paste typical each bar
1-+6 dowels x 3' -0" long
drill %8" diameter holes
x 6" deep and fill w /epoxy
paste typical each bar
1- *6 dowels at centerline
of existing beam x 3" -0" long
block wall
`—top of existing 1'1'r " F � $ „1
concrete footing 111 I'�/11A iii
(10I L f,) Nl G 1� E� , � -r.
S7'lt.lr': r Ilr: +a<i.d;(;`i`1RA3
Note: 1 *6 in block cell filled w /3000 PSI ff" o
pump mix leave one face of block open j
Typical Filled Cell
3/4 =1 -0'
113ROCKH(DUSE
BROCKHOUSE ASSOCIA'T`ES PA
4973 S. W. 75th AVENUE
M IANTI, FI -OP-MA 33155
305 666 2333 ■ FAX 666 2332
AR 1-0682 AA 0002456
BRUCE BROCKHOUSE
ARCIIITECTURE ■ INTERIOR DESIGN
PROJECT
An Interior Renovation to
the Medical Offices of:
DR. SANDING
GONZALEZ
6150 Sunset Drive
South Miami, Florida 33143
0
N. OSCAR GONZALEZ, P.E.
CONSULTING STRUCTURAL ENGINEER
P.E. # 31964 STRUCTURAL
11462 S.W. 75 TERR. MIAMI, FLORIDA 33173
30"96-4874
+Y:f��ITlIy1L =1I
STRUCTURAL
SHEET TITLE REFERENCE
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 SHAW 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
S.G.
DATE 7 -13 -12
SCALE
1/4#1= 1 1 -011
PROJECT NO. 12018
SHEET NO.
¢f ' new.
Asia
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7'1.7
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i
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- 211-:.-:.i_ 11
2
31
www�ww wr itir�iiwirww ��`iirM
81 -011 F -4 x 8
W -611
iv
+01 -011
fin. conc. slab
existing
footing
exist. slab
remove portions
of exist footings
I
I
1
existing concretb
column & footing
- existing concrete
footing
drill Y14" dia, x "
deep hole ach
bar & set *5 or in
epoxy
exist. 24"
concrete
Structural Foundation Plan - Level 1
1/4" = 1 ' -0"
existing concrete
walkway repair any
damage to existing
concrete slab
/Denotes Existing Areas Not Part of this Project Scope
i No Habitable Space on this Floor
provide control joint in
tile or any other finish
along this line
see Section D /S.2
for reinforcing
new landing slab 8" x 16" concrete beam w/4 *5
& *3 a 6" between new CMU
wall & elevator wall (at elevator .
wall drill (4)Y4" x 6" holes & set
4 *5 bars in epoxy)
Section A - Stair Landing (Level 2)
3/4" = F -0"
drill (4) %" x 6" holes
& set 4 *5 2' -6" long in
epoxy
exist. 2nd floor slab
over precast joists
Structural Stairway Plan - Level 2
1/4" = V-0"
+10' -011
exist. conc. slab
Section B - Entry Landing (Level 3)
3/4" = 1' -0"
Denotes Existing Areas Not Part of this Project Scope
No Habitable Space on this Floor
(X
*4 a 6" top
4 *4 bott.
*4 0 8" bott.
2 *5 top & 2 *5 bott.
drill & set in epoxy from
bottom sides (elevator
wall & opposite corner)
& lapped full length
edge of elevator wall
existing concrete
slab (verify in field)
10 x 16 concrete
beam (see sections)
r
+221 -011
fin. conc. landing
N
cn
I I I
.ID I PI
Al
I�TI I d L �_r T �
p •, -`p •`° D 1 W -711
^ A o
\72 *5 top & 2 *5 bottom
0 4" c/c 0 edge of
stairway
iii
D
A
A A
° 31 °1¢11' p 101 '31.i0,11 D
A . `A A A Ate'• A
I81 -64'
fV
4
+16' -6"
fin. conc. landing
Z Structural Stairway Plan - Level 3
1/4" = F-0"
drill %" dia. x 6" holes
0 8" c/c & set *4 bars
0 8" in epoxy
Section C - Entry Landing (Level 3)
3/4" = 11 -0"
17"
*3 0 8" ties
& hairpins
.,; *5
vert.
Column Detail - C 1
N.T.S.
Denotes Existing Areas Not Part of this Project Scope
/ No Habitable Space on this Floor
+22'_0"
fin. conc. landing
bottom of existing
beam
drill Y8" diameter holes
x 6" deep and fill w /epoxy
paste typical each bar
1-+6 dowels x 3' -0" long
drill %8" diameter holes
x 6" deep and fill w /epoxy
paste typical each bar
1- *6 dowels at centerline
of existing beam x 3" -0" long
block wall
`—top of existing 1'1'r " F � $ „1
concrete footing 111 I'�/11A iii
(10I L f,) Nl G 1� E� , � -r.
S7'lt.lr': r Ilr: +a<i.d;(;`i`1RA3
Note: 1 *6 in block cell filled w /3000 PSI ff" o
pump mix leave one face of block open j
Typical Filled Cell
3/4 =1 -0'
113ROCKH(DUSE
BROCKHOUSE ASSOCIA'T`ES PA
4973 S. W. 75th AVENUE
M IANTI, FI -OP-MA 33155
305 666 2333 ■ FAX 666 2332
AR 1-0682 AA 0002456
BRUCE BROCKHOUSE
ARCIIITECTURE ■ INTERIOR DESIGN
PROJECT
An Interior Renovation to
the Medical Offices of:
DR. SANDING
GONZALEZ
6150 Sunset Drive
South Miami, Florida 33143
0
N. OSCAR GONZALEZ, P.E.
CONSULTING STRUCTURAL ENGINEER
P.E. # 31964 STRUCTURAL
11462 S.W. 75 TERR. MIAMI, FLORIDA 33173
30"96-4874
+Y:f��ITlIy1L =1I
STRUCTURAL
SHEET TITLE REFERENCE
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 SHAW 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
S.G.
DATE 7 -13 -12
SCALE
1/4#1= 1 1 -011
PROJECT NO. 12018
SHEET NO.