05-1471(2)-014Notes:
1/2 �� 6 ��
611 1/2"
�— PROVIDE FIRE SEALANT
PROVIDE FIRE SEALANT
Imo" 3 5/8' Imo"
1
BETWEEN STRUCTURE AND
BETWEEN STRUCTURE AND
1 3 5/8" MTL. STUD (22
CMU
CMU
1 GA MIN) W/ M2 TEK
1 SCREWS TO
1 UNDERSIDE OF
_
EXISTING STRUCTURE
I
rTF
NEW 2'x2' CEILING TO
NEW 2'x2' CEILING TO
I
L
NEW 2'x2' CEILING TO
L NEW 2'x2' CEILING TO
NEW 2'x2' CEILING TO
BE INSTALLED
BE INSTALLED
I 3 5/8" MTL. STUD (22
BE INSTALLED
BE INSTALLED
BE INSTALLED
GA MR)
3 5/8" MTL. STUD (22
6" MTL. STUD (22 GA
I
6" MTL. STUD (22 GA
1/8" HAT CHANNELS
GA. MIN)
MIN)
1
MIN)
(22 GA MIN)
EXISTING CMU WALL TO
8" CMU WALL TO UNDER
8" CMU WALL TO UNDER
REMAIN
SIDE OF STRUCTURE
SIDE OF STRUCTURE
I/2" GYP. BOARD
1/2" GYP. BOARD
5/8" TYPE X GYP.
1/2" GYP. BOARD
1/2" GYP. BOARD
(BOTH SIDES)
(BOTH SIDES)
BOARD (BOTH SIDES)
(BOTH SIDES)
(BOTH SIDES)
I
1
Revisions:
BASE RE: SCHEDULE
BASE RE: SCHEDULE
1 BASE RE: SCHEDULE
1
BASE RE: SCHEDULE
BASE RE: SCHEDULE
BASE RE: SCHEDULE
FINISH FLOOR RE:
FINISH FLOOR RE:
FINISH FLOOR RE:
FINISH FLOOR RE:
FINISH FLOOR RE:
FINISH FLOOR RE:
SCHEDULE
SCHEDULE
1 SCHEDULE
SCHEDULE
SCHEDULE
SCHEDULE
1. 4 5/8"
'1"
4 1/8"
1
6 1/2"
1 PARTITION TYPE
2 PARTITION
TYPE
3 PARTITION TYPE
1 HOUR RATED UL #465
4 PARTITION TYPE
5 PARTITION TYPE
2 HR. CONSTRUCTION
6 PARTITION TYPE
2 HR. CONSTRUCTION
1/2" 3 5/8" 1/2"
5/8" 3 5/8" 5/8"
1/2„ 4ll 1/211
1/2"-, all
1�I'
Seal:
EXISTING STEEL
COLUMN TO AMAIN
3 5/8" MTL. STUD (22
3 5/8" MTL. STUD (22
3 5/8" MTL. STUD (22
GA MIN) W/ 12 TEK
GA MIN.) W/ M2 TEK
GA MIN) W/ M2 TEK
WALL < MULLION
l /8" HAT CHANNEL
SCREWS TO
SCREWS TO
SCREWS TO
WITH 1/2" G.W.B.
UNDERSIDE OF
UNDERSIDE OF
UNDERSIDE OF
EXISTING STRUCTURE
EXISTING STRUCTURE
EXISTING STRUCTURE
EXISTING GLASS
3 5/8" METAL STUDS AT 16"
NEW 2'x2' CEILING TO
TO REMAIN
O C. WITH 1/2" G.W.B.
BE INSTALLED
3 5/8" MTL. STUD (22
8" MTL. STUD (22 GA
3 5/8" MTL. STUD (22
4" MTL. STUD (22 GA
2 I/1" METAL STUD
GA MIN)
MIN)
GA MIN)
MINA
1/4" DOUBLE FACED
WITH 1/2" GIUB.
CEOTEX SOUND BATTS
CEOTEX SOUND BATTS
CEOTEX SOUND BATTS
FOAM tAPE(BLK)
CONT. TOP TO
Consultants:
�n�„1
'
1/2" TYPE X GYP.
1/2" GYP. BOARD
5/8" TYPE X GYP.
1/2" TYPE X GYP.
°'
BRK METAL FINISH
3 5/8" METAL STUDS AT 16
O.C. WITH 1/2" G.W.B.
BOARD (BOTH SIDES)
(BOTH SIDES)
BOARD (BOTH SIDES)
BOARD (BOTH SIDES)
TO MATCH EXISTING
R.I.
'
WINDOW FRAME
✓ °,
_ BASE RE: SCHEDULE
BASE RE: SCHEDULE
BASE RE: SCHEDULE
_
BASE RE: SCHEDULE
NEW STEEL COLUMN RE:
STRUCTURAL DlL1'sS.
I/2" G.W.B. W/ 3 5/8"
FINISH FLOOR RE:
FINISH FLOOR RE:
FINISH FLOOR RE:
FINISH FLOOR RE:
METAL STUDS
SCHEDULE
SCHEDULE
SCHEDULE
SCHEDULE
1' -4" OC
3 5/8" METAL STUDS A716"
O C. WITH 1/2" G.W.B. VERIFY M
"
� -7 )
FIELD ACTUAL WIDTH OF
1. 4 5/8"
9"
4 -1/8"
5"
11/611-
-i /8,�
EXISTING WALL
7 PARTITION TYPE
8 PARTITION
TYPE
9 PARTITION TYPE
1� PARTITION TYPE
3 5
/s"
•� ; •
CAL PARTITION TYPES
1 HOUR RATED UL #465
WALL
CONNECTION AT WINDOW
TYPICAL WALL FURRING DETAIL
��
1 )�71
r�
L
3
1I/1 "■1' -0'
SCALE:3' ■I' -0"
SCALE:1In "■1' -0"
: `� ,
,
I'
1
• . • p . • . . d.
•
• . .
FIN. FL.
, • ,
X � '% ,-- :rte k .--+ —• X °• • X —� 7( .,
..
2ND
°� .X a , X �— X ,
4% •
p • . , •
d •
p .,
L E M E N T S-
ARCHITECTS N�EMOR DESIGNERS ;
NEw METAL DECK w1rH
_
-
CONCRETE SLAB RE:
T cl m p a- Of f i _c e
STRUCTURAL DWGS•
The Edgewater BLO �+ing
600 South Macnolia Avenue
NEW STEEL BEAM BEYOND
-
Suite 150
StRucTU�
Tampa, - Florida 33606
12'_10"
—
—
Phone 0813 - 251 -0555-
#
f '.
2ND FIN. FL.
Fax (813 251 -0567 -
M i ci m i Of.f;,—
.f.
..eT,_?
°•�
- ' —
—
—
4240 So► ihW st 3rd - street- ,7 .
• ,
Miami, - Florida 33 -134 M;
EXISTING STRICTURE
BRACING AT EVERY
Phone - (305) 441 -7617
TO REMAIN
NEW METAL DECK WITH
9-6
VERTICA STUD
„
Fax (305) 774 -1123
LINE OF
18
CONCRETE SLAB IRE:
STRUCTURAL DWsS.
CEILING HT.
"X" BRACING At 4' -0"
Nicholas Puglisi Architect License #AR12460
L
GA GT. TRACK CONNECT—/
WITH (2)1/4" x 1 3/4"
SUSPENDED
CEILING
ON CENTER
ELEMENTS State License #AA0002341
TAPCONS a 16" O.C.
NEW STEEL ANGLE RE:
SYSTEM
�. DA1DE
�C�I
6 1/2 ��
STRICTURE DWGS.
F�]E CEP
TYP. STEEL ROD CONNECTION
AT SLAB AT WALL LOCATION
EXISTING STEEL
NEW STEEL BEAM RE:
3 5/8" METAL STUDS AT I6"
CHOVIA
EXISTING MASONRY
JOIST TO REMAIN
STRiIGTURAL DWGS
OZ. WITH I/2" G.W.B. GU
'.. '.
-EXISTING CMU WALL
3/4" METAL FURRING
. 20 GA WITH 1/2" G.W.B.
:::..:
� : 2Vz "x2,2 "x'i4" CONT. ANGLE
3_ �� L STUD
SUSPEND ED CEILING
SECURE TO EXIST. WALL w/
BRACING a 24" O.C.
SYSTEM
WEST G EROAD
�:.. :" o WEDGE ANCHORS
80 BIRD
- - LINE OF
COLUMN
:.:' ......:.: ....:::.::.:
:...::: a V -0" O.G. (MIN. 4 ANCHORS)
8' -m" �
MIAMI, FLORIDA
W1 MR 4" EMBEDMENT IN CMU
PROVIDE (2) ANCHORS a TOP
3b
3 5/8" METAL STUDS AT I6"
NEW STEEL COLUMN BEYOND
CEILING HT.
Drawing No. /Date 5/2/05
NOTE: WRAP ANGLE WITH' 15 FELT
O.C. WITH 1/2, G.W.B.
3._2..
NEW STEEL COLUMN
STRUCTURAL
A_ 5.'1
RE:
BACKER ROD AND
13,40"
RECESSED LIGHTING FIXTURE -SEE
DWGS.
- t,gL,41,1T
�p
�p
CEILING HT.
ELECTRICAL DRAWINGS
NOTE:
'_ II
, 2
W
04 -028
ALL NEW AND EXISTING COLUMNS VARIETIES IN SIZE.
CONTRACTOR TO MAKE SURE ALL FURR -OUT COLUMNS
GROUT SOLID w/
ll) 6 GOVT.
��
CEILING HT. =
SUSPENDED CEILING
SOFFIT HT,
�, BULLET PROOF GLASS TO
Drawing Title/Scale/Drown b BDL
9
ARE TO BE AS TIGHT TO COLUMN AS POSSIBLE
SYSTEM
CONTRACTOR COORDINATE
Y
11"
WITH MANUFACTURE ON LOCATION
TYPICAL DETAILS
OF BULLET PROOF GLASS
TYPICAL COLUMN DETAIL
TYPICAL WALL
CONNECTION
BEFORE INSTALLING SOFFIT
SCALE; ,4S NOTE D
4
5
TYPICAL BULKHEAD DETAIL
TYPICAL BULKHEAD DETAIL AT
TELLER LINE
SCALE: 3 ■I -0
SCALE: I I/2 ■I -0
b'
SCALE:
SCALE: 1 I/1 ° ■1' -0"