12-669-02711
— — — — — — — — — — –
project:
4.
44
4
QBY:
D"
MCM
4
4
DAT/%�
U
I DR. ALAN SERURE
7330 SW 62 PLACE
o6lz7taz
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SUITE 200
4
UPSTAIRS STUDIO
SOUTH MIAMI, F1. 33143
C2012
tv rghts
architecture
L-------- - - -- -J
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f4aricarmen Mar tins, AIA
A1
3941 Midway Street
A
Tel 305,47-1907 Fax 305447-1906
44
4
(D
e-mail: inWupstairsstudioarchitectu
A7.O'l
r-r
0
a
FLORIDA LICENSE: AA 0003148
3-5/8" CONTINUOUS
HEADER TRACK W/ 1"
POWER DRIVEN FASTENER
@ 24"O.C. (MIN 7/32 0
PLATE WASHER)
3-5/8" METAL STUDS @
16"O.C. (25 GUAGE) —
5/8" GYPSUM BOARD TYPE
'X' (BOTH SIDES)
3-5/8" CONTINUOUS SILL W/ 1"
POWER DRIVEN FASTENER @
24"O.C. (MIN 7/32 0 PLATE
WASHER)
FLOORING - SEE FINISH
SCHEDULE FOR SPEC —
I .
EXTG. CONCRETE SLAB
EXTG. CONCRETE BEAM
1/2" GAP @ STUD TO RUNNER
JOINT
EXTEND METAL STUDS OF
INTERIOR PARTITION WALL PAST
DROPPED CEILING TO BOTTOM
OF EXTG. CONC. SLAB
ACOUSTICAL CEILING TILE
- SEE A4.0 FOR SPEC
NOTE:
2 HOUR FIRE SEAL ALL GAPS &
PENETRATIONS BETWEEN FLOOR
SLABS
SEE CORE DRILL DETAIL
3/A7.0
NOTE:
FIRE SEAL ALL EXISTING PIPE,
DUCTS, ETC. PENETRATING NEW
PARTITON LOCATION
NOTE:
ONE HOUR FIRE RATED TENANT
SEPARATION WALL,
No.25 GAUGE CHANNEL-SHAPED
STUDS 16" O/C WITH ONE
FULL-LENGTH LAYER OF 5/8"
TYPE "X" GYPSUM WALLBOARD
APPLIED VERTICALLY EACH SIDE.
FIRST LAYER ATTACHED WITH 1"
LONG No. 6 DRYWALL SCREWS
TO EACH SIDE. SCREWS ARE 8"
O.C. AROUND THE PERIMETER
AND 12" O.C. ON THE
INTERMEDIATE STUD. SECOND
LAYER APPLIED WITH VERTICAL
JOINTS OFFSET 1 STUD-SPACE
FROM FIRST LAYER USING AN
APPROVED ADHESIVE.
SOUND ATTENUATION BATT
INSULATION
FIRE S1
SIDES)
— — — — — — — — — — –
project:
4.
44
4
QBY:
D"
MCM
4
DAT/%�
U
I DR. ALAN SERURE
7330 SW 62 PLACE
o6lz7taz
>r
SUITE 200
UPSTAIRS STUDIO
SOUTH MIAMI, F1. 33143
C2012
tv rghts
architecture
L-------- - - -- -J
o
f4aricarmen Mar tins, AIA
3941 Midway Street
A
Tel 305,47-1907 Fax 305447-1906
I .
EXTG. CONCRETE SLAB
EXTG. CONCRETE BEAM
1/2" GAP @ STUD TO RUNNER
JOINT
EXTEND METAL STUDS OF
INTERIOR PARTITION WALL PAST
DROPPED CEILING TO BOTTOM
OF EXTG. CONC. SLAB
ACOUSTICAL CEILING TILE
- SEE A4.0 FOR SPEC
NOTE:
2 HOUR FIRE SEAL ALL GAPS &
PENETRATIONS BETWEEN FLOOR
SLABS
SEE CORE DRILL DETAIL
3/A7.0
NOTE:
FIRE SEAL ALL EXISTING PIPE,
DUCTS, ETC. PENETRATING NEW
PARTITON LOCATION
NOTE:
ONE HOUR FIRE RATED TENANT
SEPARATION WALL,
No.25 GAUGE CHANNEL-SHAPED
STUDS 16" O/C WITH ONE
FULL-LENGTH LAYER OF 5/8"
TYPE "X" GYPSUM WALLBOARD
APPLIED VERTICALLY EACH SIDE.
FIRST LAYER ATTACHED WITH 1"
LONG No. 6 DRYWALL SCREWS
TO EACH SIDE. SCREWS ARE 8"
O.C. AROUND THE PERIMETER
AND 12" O.C. ON THE
INTERMEDIATE STUD. SECOND
LAYER APPLIED WITH VERTICAL
JOINTS OFFSET 1 STUD-SPACE
FROM FIRST LAYER USING AN
APPROVED ADHESIVE.
SOUND ATTENUATION BATT
INSULATION
FIRE S1
SIDES)
V
ALL GAPS (BOTH
EXTG. CONCRETE SLAB
EXTG. CONCRETE BEAM
DETAIL( 2
SCALE: 1-1/2" = 1' -0" -o
TG. CONCRETE SLAB
TG. CONCRETE BEAM
TEND METAL STUDS OF
rERIOR PARTITION WALL PAST
OPPED CEILING TO BOTTOM
EXTG. CONC. SLAB
TE:
IOUR FIRE SEAL ALL
PS & PENETRATIONS
rWEEN FLOOR SLABS
=_ CORE DRILL DETAIL
0.0
TE:
IOUR FIRE SEAL ALL
PS & PENETRATIONS
rWEEN FLOOR SLABS
CORE DRILL DETAIL
7.0
EXTG. CONCRETE SLAB
EXTG. CONCRETE BEAM
DETAILS
DETAIL( 3
SCALE: 1-1/2" = V-10" .o
WITH Z r1K.
PUTTY @ ALL
IEW PIPES,
RASES, ETC,
ING FLOOR
;LABS -
FROM TOP
& INST. AS REQ'D
EXTG. CONCRETE SLAB
EXTG. CONCRETE BEAM
revisions:
a
A
a
a
A
DETAIL (T�
SCALE: 1- 1/2" = 1'-0" -o
4SULA7MN
:URPMr.
16, O.C.
Im BOARD
-QrXjq
0
APPE D
— — — — — — — — — — –
project:
4.
44
4
QBY:
D"
MCM
I Center for Surgery
DAT/%�
U
I DR. ALAN SERURE
7330 SW 62 PLACE
V
ALL GAPS (BOTH
EXTG. CONCRETE SLAB
EXTG. CONCRETE BEAM
DETAIL( 2
SCALE: 1-1/2" = 1' -0" -o
TG. CONCRETE SLAB
TG. CONCRETE BEAM
TEND METAL STUDS OF
rERIOR PARTITION WALL PAST
OPPED CEILING TO BOTTOM
EXTG. CONC. SLAB
TE:
IOUR FIRE SEAL ALL
PS & PENETRATIONS
rWEEN FLOOR SLABS
=_ CORE DRILL DETAIL
0.0
TE:
IOUR FIRE SEAL ALL
PS & PENETRATIONS
rWEEN FLOOR SLABS
CORE DRILL DETAIL
7.0
EXTG. CONCRETE SLAB
EXTG. CONCRETE BEAM
DETAILS
DETAIL( 3
SCALE: 1-1/2" = V-10" .o
WITH Z r1K.
PUTTY @ ALL
IEW PIPES,
RASES, ETC,
ING FLOOR
;LABS -
FROM TOP
& INST. AS REQ'D
EXTG. CONCRETE SLAB
EXTG. CONCRETE BEAM
revisions:
a
A
a
a
A
DETAIL (T�
SCALE: 1- 1/2" = 1'-0" -o
4SULA7MN
:URPMr.
16, O.C.
Im BOARD
-QrXjq
0
APPE D
— — — — — — — — — — –
project:
D R
South Miami Advanced
QBY:
D"
MCM
I Center for Surgery
DAT/%�
U
I DR. ALAN SERURE
7330 SW 62 PLACE
o6lz7taz
>r
SUITE 200
UPSTAIRS STUDIO
SOUTH MIAMI, F1. 33143
C2012
tv rghts
architecture
L-------- - - -- -J
o
f4aricarmen Mar tins, AIA
3941 Midway Street
Miami, Florida 33133
Tel 305,47-1907 Fax 305447-1906
(D
e-mail: inWupstairsstudioarchitectu
A7.O'l
r-r
0
a
FLORIDA LICENSE: AA 0003148