05-1471-0071?i 50'
5/8" GYP. BOARD
(BOTH SIDES)
BASE IRE: SCHEDULE
FINISH FLOOR RE:
SCHEDULE
4 -1/8"
1 PARTITION TYPE
7
<
ID (22
TEK
✓"ITURE
ID (22
BATTS
-1 1/4
2 PARTITION TYPE
<
4
E7/8" GYP. BOARD
(BOTH SIDES)
BASE RE: SCHEDULE
FINISH FLOOR F;M:
SCHEDULE
3 5/8" MTL. STUD (22
GA MIN) W1 12 TEK
SCREWS TO
UNDERSIDE OF
EXISTING STRUCTURE
4" MTL. STUD (22 GA
MIK)
CEOTEX SOUND BATTS
3 5/8" MTL. STUD (22
GA MIN) W1 M2 TEK
SCREWS TO
UNDERSIDE OF
EXISTING STRUCTURE
3 5/8" MTL. STUD (22
GA MIN)
5/811 TYPE X GYP.
50AF;V (BOTH SIDES)
BASE RE: SCHEDULE
FINISH FLOOR RE:
SCHEDULE
4 -11S"
PARTITION TYPE
< > 1 HOUR RATED UL#465
3 5/8" MTL. STUD (22
GA MIN) W1 M2 TEK
SCREWS TO
UNDERSIDE OF
EXISTING STRUCTURE
3 5/9" MTL. STUD (22
GA MIN)
CEOTEX SOUND BATTS
5/8--
4 PARTITION TYPE
+
<
NEW 2'x2' CEILING TO
BE INSTALLED
6" MTL. STUD (22 GA
MIK)
EXISTING CMU WALL TO
REMAIN
5/8" GYP. BOARD
(BOTH SIDES)
BASE IRE: SCHEDULE
FINISH FLOOR RE:
SCHEDULE
3 5/8" MTL. STUD (22
GA. MIK) W1 12 TEK,
SCREWS TO
UNDERSIDE OF
EXISTING STRUCTURE
3 5/8" MTL. STUD (22
GA MIN)
CEOTEX SOUND BATTS
5/8" GYP. 50AFV
—5/811 GYP. BOARD
2ND FIN. FL.
PROVIDE A 3 5/8"
PROVIDE A 3 5/8"
METAL STUD KICKERS
METAL STUD KICKERS
d 41-011 O.C.
41-011 O.C.
NEW 2'x2' CEILING TO
L NEW 2'x2'CEILNG TO
BE INSTALLED
BE INSTALLED
3 5/8" MTL. STUD (22
b" MTL. STUD (22 GA
GA MIN)
MIN)
5/8" GYP. BOARD
(BOTH SIDES)
BASE IRE: SCHEDULE
FINISH FLOOR RE:
SCHEDULE
4 -1/8"
1 PARTITION TYPE
7
<
ID (22
TEK
✓"ITURE
ID (22
BATTS
-1 1/4
2 PARTITION TYPE
<
4
E7/8" GYP. BOARD
(BOTH SIDES)
BASE RE: SCHEDULE
FINISH FLOOR F;M:
SCHEDULE
3 5/8" MTL. STUD (22
GA MIN) W1 12 TEK
SCREWS TO
UNDERSIDE OF
EXISTING STRUCTURE
4" MTL. STUD (22 GA
MIK)
CEOTEX SOUND BATTS
3 5/8" MTL. STUD (22
GA MIN) W1 M2 TEK
SCREWS TO
UNDERSIDE OF
EXISTING STRUCTURE
3 5/8" MTL. STUD (22
GA MIN)
5/811 TYPE X GYP.
50AF;V (BOTH SIDES)
BASE RE: SCHEDULE
FINISH FLOOR RE:
SCHEDULE
4 -11S"
PARTITION TYPE
< > 1 HOUR RATED UL#465
3 5/8" MTL. STUD (22
GA MIN) W1 M2 TEK
SCREWS TO
UNDERSIDE OF
EXISTING STRUCTURE
3 5/9" MTL. STUD (22
GA MIN)
CEOTEX SOUND BATTS
5/8--
4 PARTITION TYPE
+
<
NEW 2'x2' CEILING TO
BE INSTALLED
6" MTL. STUD (22 GA
MIK)
EXISTING CMU WALL TO
REMAIN
5/8" GYP. BOARD
(BOTH SIDES)
BASE IRE: SCHEDULE
FINISH FLOOR RE:
SCHEDULE
3 5/8" MTL. STUD (22
GA. MIK) W1 12 TEK,
SCREWS TO
UNDERSIDE OF
EXISTING STRUCTURE
3 5/8" MTL. STUD (22
GA MIN)
CEOTEX SOUND BATTS
4 -1/8"
7 PARTITION TYPE
<
OZrl A PARTITION TYPES
LINE OF
LUMN
ro 3/411
3/4" METAL FURRING
20 GA WITH 5/8"
G.W.B.
LINE OF
COLUMN
",—NEW STEEL COLUMN
RE: STRUCTURAL
DWGS.
NOTE:
ALL NEW AND EXISTING COLUMNS VARIETIES IN SIZE.
CONTRACTOR TO MAKE SURE ALL FURR-OUT COLUMNS
ARE TO BE AS TIGHT TO COLUMN AS POSSIBLE
TYPICAL COLUMN DETAIL
5 1/4
8 PARTITION TYPE
<
4 -1/8"
<^09)N, PARTITION TYPE
1 HOUR RATED UL*465
61/8'.
4
PARTITION
TY PE
< >2 HOUR RATED UL*411
5/8" GYP. 50AFV
—5/811 GYP. BOARD
2ND FIN. FL.
5/811 TYPE X GYP.
_(2) LAYERS OF 5/all
(BOTH SIDES)
EXISTING STRUCTURE
(BOTH SIDES)
BOARD (BOTH SIDES)
NEW METAL DECK WITH
TYPE X GYP. BOARD
15 GA CT. TRACK CONNECT—/
STRUCTURAL DW%S.
WITH (2)1/4" x 13/411
TAPCONS * I(oll O.C.
NEW STEEL ANGLE RE:
(BOTH SIDES)
STRUCTURE DWSS.
BASE RE: SCHEDULE
TYP. STEEL ROD CONNECTION
AT SLAB AT WALL LOCATION
EXISTING STEEL
BASE RE: SCHEDULE
EXISTING MASONRY
BASE IRE: SCHEDULE
STI;aJCTURAL DX%S.
-EXISTING CMU WALL
BASE RE: SCHEDULE
-2 V2 "41/2 Y/4 CONT. AW3LE
— FINISHFLOORRE:
SCHEDULE
3-5/8" MTL STUD
FINISH FLOOR IRE:
F SCHEDULE
BRACING s 24" O.C.
FINISH FLOOR RE:
F SCHEDULE
V2" 0 WEDGE ANCHORS
FINISH FLOOR RE:
F SCHEDULE
4 -1/8"
7 PARTITION TYPE
<
OZrl A PARTITION TYPES
LINE OF
LUMN
ro 3/411
3/4" METAL FURRING
20 GA WITH 5/8"
G.W.B.
LINE OF
COLUMN
",—NEW STEEL COLUMN
RE: STRUCTURAL
DWGS.
NOTE:
ALL NEW AND EXISTING COLUMNS VARIETIES IN SIZE.
CONTRACTOR TO MAKE SURE ALL FURR-OUT COLUMNS
ARE TO BE AS TIGHT TO COLUMN AS POSSIBLE
TYPICAL COLUMN DETAIL
5 1/4
8 PARTITION TYPE
<
4 -1/8"
<^09)N, PARTITION TYPE
1 HOUR RATED UL*465
61/8'.
4
PARTITION
TY PE
< >2 HOUR RATED UL*411
PROVIDE FIRE SEALANT
BETWEEN STRUCTURE AND
i CMU
NEW 2'x2' CEILING TO
BE INSTALLED
1/8" HAT CHANNELS
(22 GA MIN)
8" CMU WALL TO UNDER
SIDE OF STRUCTURE
5/5" GYP. 50AI;V
(BOTH SIDES)
BASE IRE: SCHEDULE
FINISH FLOOR RE:
SCHEDULE
5
PARTITION TYPE
< PARTITION
CONSTRUCTION
WALL 4 MULLION
EXISTING GLASS
TO REMAIN
---1/4" DOUBLE FACED
FOAM TAFE(5LK)
IL J I CONT. TOP TO
BOTTOM
5R K, METAL FINISH
TO MATCH EXISTING
WINDOW FRAME
G.W.5. W/ 3 Eva"
METAL STUDS
11-411 oc.
1 -1/8' 1 ww
3 5/611
-,-�WALL CONNECTION AT WINDOW
J WALE: 3 -4-0-
:ISTING GLASS
REMAIN
DOUBLE FACED FOAM
PE(5LK) CONT. TOP TO
)TTOM
:ISTIWG MULLION
IOW
5E MADE FROM
K METAL- FINISH TO
=H EXISTING WINDOW
AME. FASTEN TOP 4 5TM
:ISTIW.% SILL
-'LOW TO REMAIN
GJJJ.5. 11113 5/8"
TAL STUDS 9 1'-4" O.C.
WALL CONNECTION AT WINDOW
VIDE FIRE SEALANT
)EEN STRUCTURE AND
2'x2' CEILING TO
45TALLED
13" CMU WALL TO UNDER
SIDE OF STRUCTURE
BASE RE: SCHEDULE
FINISH FLOOR RE:
SCHEDULE
PAR ON TYPE
TIT'
< > 2 HR. CONSTRUCTION
_
2 1/2" METAL 6
WITH 1/2" GIU.B.
EXISTING STEEL
COLUMN TO FSIAIN
1/8" HAT CHANNEL
WITH 1/2' GWB.
3 5/8' METAL STUDS AT 16
O.C. WITH 5V G.W.B.
3 5/81 METAL STUDS AT 161
OZ. WITH 5/8' G111.5.
3 WALL =FURRING DETAIL
SCALE 11/1 1 0
Notes:
Revisions:
717 _8 -15-65 PLAN REVISION
Uonsultants:
4
ft go
M
,'
04 j Wb44
E L E M E N T 6
ARCHITECTS -INTERIOR DESIGNERS
Tampa Office
The Edgewater Building
600 South Magnolia Avenue
Suite 150
Tampa, Florida 33606
Phone 813) _251-r0565
Fax 813" 2510567
Miami --Gffic—e-
4240 Southwest 3rd S"Zrect
Miami, FIGrida- 33134-
Phone (305) -441-7617
Fax (305) 774-1112. -
Nicholas Puglisi Architdu-tlicenso-,JA -124 0
ELEMENTS State 0-.ensia #AA0002341
------
WACHOVIA
WEST GABLES BRANCH
5880 BIRD OAD
MIAMI., FLORIDA
Drawing No./Date 8/1/05
A— 5.1
Drawing Title/Scale/Drown by BEIL
TYPICAL DETAILS
SCALE., A5 NOTE[)
2ND FIN. FL.
EXISTING STRUCTURE
TO REMAIN
NEW METAL DECK WITH
CONCRETE SLAB RE:
15 GA CT. TRACK CONNECT—/
STRUCTURAL DW%S.
WITH (2)1/4" x 13/411
TAPCONS * I(oll O.C.
NEW STEEL ANGLE RE:
STRUCTURE DWSS.
TYP. STEEL ROD CONNECTION
AT SLAB AT WALL LOCATION
EXISTING STEEL
NEW STEEL BEAM M:
EXISTING MASONRY
JOIST TO REMAIN
STI;aJCTURAL DX%S.
-EXISTING CMU WALL
-2 V2 "41/2 Y/4 CONT. AW3LE
3-5/8" MTL STUD
SECURE TO EXIST. WALL W
BRACING s 24" O.C.
_X
V2" 0 WEDGE ANCHORS
0 31-011 O.C. (MIN. 4 ANCHORS)
o
W1 MIN. 4" EMBEDMENT IN CMU
PROVIDE (2) ANCHORS 0 TOP
3 5/8" METAL STUDS AT I&
NEW STEEL COLUMN BEYOND
NOTE: WRAP ANGLE WITH 5 FELT
O.C. WITH 5/8N G.W.B.
X
BACKER ROD AND
a
SEALANT T'Y'P.
111111111111111 V.611
CEILING
GROUT SOLID W1
(1) • 6 CONT.
jj% 8--o"
'V CEILING HT.
\,--SUSPENDED CEILING
SYSTEM
--�TYPICAL
WALL CONNECTION
SOFFIT DETAIL
WALE- 11/2"4-0'
PROVIDE FIRE SEALANT
BETWEEN STRUCTURE AND
i CMU
NEW 2'x2' CEILING TO
BE INSTALLED
1/8" HAT CHANNELS
(22 GA MIN)
8" CMU WALL TO UNDER
SIDE OF STRUCTURE
5/5" GYP. 50AI;V
(BOTH SIDES)
BASE IRE: SCHEDULE
FINISH FLOOR RE:
SCHEDULE
5
PARTITION TYPE
< PARTITION
CONSTRUCTION
WALL 4 MULLION
EXISTING GLASS
TO REMAIN
---1/4" DOUBLE FACED
FOAM TAFE(5LK)
IL J I CONT. TOP TO
BOTTOM
5R K, METAL FINISH
TO MATCH EXISTING
WINDOW FRAME
G.W.5. W/ 3 Eva"
METAL STUDS
11-411 oc.
1 -1/8' 1 ww
3 5/611
-,-�WALL CONNECTION AT WINDOW
J WALE: 3 -4-0-
:ISTING GLASS
REMAIN
DOUBLE FACED FOAM
PE(5LK) CONT. TOP TO
)TTOM
:ISTIWG MULLION
IOW
5E MADE FROM
K METAL- FINISH TO
=H EXISTING WINDOW
AME. FASTEN TOP 4 5TM
:ISTIW.% SILL
-'LOW TO REMAIN
GJJJ.5. 11113 5/8"
TAL STUDS 9 1'-4" O.C.
WALL CONNECTION AT WINDOW
VIDE FIRE SEALANT
)EEN STRUCTURE AND
2'x2' CEILING TO
45TALLED
13" CMU WALL TO UNDER
SIDE OF STRUCTURE
BASE RE: SCHEDULE
FINISH FLOOR RE:
SCHEDULE
PAR ON TYPE
TIT'
< > 2 HR. CONSTRUCTION
_
2 1/2" METAL 6
WITH 1/2" GIU.B.
EXISTING STEEL
COLUMN TO FSIAIN
1/8" HAT CHANNEL
WITH 1/2' GWB.
3 5/8' METAL STUDS AT 16
O.C. WITH 5V G.W.B.
3 5/81 METAL STUDS AT 161
OZ. WITH 5/8' G111.5.
3 WALL =FURRING DETAIL
SCALE 11/1 1 0
Notes:
Revisions:
717 _8 -15-65 PLAN REVISION
Uonsultants:
4
ft go
M
,'
04 j Wb44
E L E M E N T 6
ARCHITECTS -INTERIOR DESIGNERS
Tampa Office
The Edgewater Building
600 South Magnolia Avenue
Suite 150
Tampa, Florida 33606
Phone 813) _251-r0565
Fax 813" 2510567
Miami --Gffic—e-
4240 Southwest 3rd S"Zrect
Miami, FIGrida- 33134-
Phone (305) -441-7617
Fax (305) 774-1112. -
Nicholas Puglisi Architdu-tlicenso-,JA -124 0
ELEMENTS State 0-.ensia #AA0002341
------
WACHOVIA
WEST GABLES BRANCH
5880 BIRD OAD
MIAMI., FLORIDA
Drawing No./Date 8/1/05
A— 5.1
Drawing Title/Scale/Drown by BEIL
TYPICAL DETAILS
SCALE., A5 NOTE[)