05-1471-008$_.I ve.Il
7' -2" I•.1 i i r� � q
SOFFIT HT.
I1" BULLET PROOF GLASS
(--� SOFFIT DETAIL AT TELLER LINE
SCALE: 11/2"-4-0'
4 NEW ROOF CURB DETAIL
SCALE: I V1' ■1' -0"
SUSPENDED CEILING
SYSTEM
CEILING HT.
RECESSED LIGHTING FIXTURE -SEE
ELECTRICAL DRAWINGS
NOTE:
CONTRACTOR TO COORDINATE
WITH MANUFACTURE ON LOCATION
OF BULLET PROOF GLASS
BEFORE INSTALLING SOFFIT
16 GA METAL FRAME CURB
FLASHING RECEIVER
FASTENER A 12" O.C.
0.032 PREFORMED ALUM.
COUNTERFLASHING MIN. 3" LAP
NOMINAL 2 "x4" P.T. WOOD NAILER
BASE FLASHING, (10" HIGH MIN.
ABOVE ROOF SURFACE)
rmro 1 r-ivctw P e► QF-M&_ i vr-
EDGE W/ MASTIC AND FABRIC
CANT STRIP
CAP SHEET
MODIFIED BITUMEN MEMBRANE
SYSTEM
F.T. WOOD BLOCKING
INSULATION
EXISTING ROOF STRUCTURAL
VERTICAL INSULATION BOARD
I-
1
1" x 11/211 x 1/4" ALUM. ANGLE, CONT.
8 "x all x161, CMU
3/4" PURRING WITH 5/8" HAT
CHANNEL a 16" O.C.
NOTE:
PROVIDE ISOLATION PAD BETWEEN
DIS- SIMILIAR METALS (TYPICAL)
SECTION @ FRONT LOBBY AREA
SCALE: 3/4 " -1' -O"
BASE OF UNIT EXTENDS 1/2" BEYOND
AND DOWN OVER TOP OF CURB
SEALING MATERIAL MUST BE
CONTINUOUS ON THE PERIMETER
FLASHING RECEIVER
FASTENER* 4" O.C.
NOMINAL 2 "x4" P.T. WOOD NAILER
01032 PREFORMED ALUM.
COUNT'ERFLASHING MIN. 3" LAP
BASE FLASHING, 8" HIGH MIN. ABOVE
ROOF SURFACE
VERTICAL INSULATION BOARD
16 GA METAL FRAME CURB
GENERAL NOTE:
I. COUNTERFLASHING SHALL EXTEND 3' -0" BELOW TOP OF BASE FLASHING.
2. SEAL TOP OF BASE FLASHING TO CURB W/ FI5ERGLA6 MAT AND ROOF CEMENT.
3. RAISE CURB HEIGHT AS REQUIRED, COORINATE WITH TAPERED INSULATION.
4. THE CURB WOOD NAILER INSULATION, AND STEEL STRIP ARE TO BE
SUPPLIED BY THE CURB MANUFACTURER
5. CURB NOT TO EXTEND MORE THAN 14" HIGH ABOVE EXISTING STRUCTURE, IF
HIGHER CONTRACTOR TO NOTIFY ARCHITECT FOR REVIEW.
12' -10" i-_
2ND FIN. FL.
SUSPENED CEILING (SEE FIN. SCH)
9' -6" Ob.
CEILING HT.
— 3 5/8" 20 GA METAL STUDS e
16" O.C. WITH 5/8" GYP. BD. ON
MTL. STUDS
8' -0" 01b_
CEILING HT.
MODIFIED BITUMEN MEMBRANE
12'-10" %1
BASE PLY TO EXTEND OVER
•
° , • • • e .
• ° 2ND FIN. FL.
ELEVATOR SHAFT(TYP. AROUND
SLOPE INSUL.1 /4 "/FT•.
ELEVATOR SHAFT)
-77\a
FLASHING
• °
NEW METAL DECK WITH
CONCRETE SLAB RE:
" e
STRUCTURAL DUM.
MODIFIED BITUMEN MEMBRANE
NEW STEEL BEAM BEYOND
RE: STRUCTURE DWGS.
4" FIBER CANT
4" CONCRETE SLAB
BRACING AT EVERY
>-
u_
9' -6"
VERTICA STUD
EXISTING CONCRETE ROOF
CEILING HT.
DECK TO REMAIN REPAIR
a
"X" BRACING AT 4' -0"
AS REWIRED
Q
L�J
ON CENTER
�
U,
SUSPENDED CEILING
4
SYSTEM
-
3 5/8' METAL STUDS AT 16"
'n
O.C. WITH 5/8" G.W.B.
$_.I ve.Il
7' -2" I•.1 i i r� � q
SOFFIT HT.
I1" BULLET PROOF GLASS
(--� SOFFIT DETAIL AT TELLER LINE
SCALE: 11/2"-4-0'
4 NEW ROOF CURB DETAIL
SCALE: I V1' ■1' -0"
SUSPENDED CEILING
SYSTEM
CEILING HT.
RECESSED LIGHTING FIXTURE -SEE
ELECTRICAL DRAWINGS
NOTE:
CONTRACTOR TO COORDINATE
WITH MANUFACTURE ON LOCATION
OF BULLET PROOF GLASS
BEFORE INSTALLING SOFFIT
16 GA METAL FRAME CURB
FLASHING RECEIVER
FASTENER A 12" O.C.
0.032 PREFORMED ALUM.
COUNTERFLASHING MIN. 3" LAP
NOMINAL 2 "x4" P.T. WOOD NAILER
BASE FLASHING, (10" HIGH MIN.
ABOVE ROOF SURFACE)
rmro 1 r-ivctw P e► QF-M&_ i vr-
EDGE W/ MASTIC AND FABRIC
CANT STRIP
CAP SHEET
MODIFIED BITUMEN MEMBRANE
SYSTEM
F.T. WOOD BLOCKING
INSULATION
EXISTING ROOF STRUCTURAL
VERTICAL INSULATION BOARD
I-
1
1" x 11/211 x 1/4" ALUM. ANGLE, CONT.
8 "x all x161, CMU
3/4" PURRING WITH 5/8" HAT
CHANNEL a 16" O.C.
NOTE:
PROVIDE ISOLATION PAD BETWEEN
DIS- SIMILIAR METALS (TYPICAL)
SECTION @ FRONT LOBBY AREA
SCALE: 3/4 " -1' -O"
BASE OF UNIT EXTENDS 1/2" BEYOND
AND DOWN OVER TOP OF CURB
SEALING MATERIAL MUST BE
CONTINUOUS ON THE PERIMETER
FLASHING RECEIVER
FASTENER* 4" O.C.
NOMINAL 2 "x4" P.T. WOOD NAILER
01032 PREFORMED ALUM.
COUNT'ERFLASHING MIN. 3" LAP
BASE FLASHING, 8" HIGH MIN. ABOVE
ROOF SURFACE
VERTICAL INSULATION BOARD
16 GA METAL FRAME CURB
GENERAL NOTE:
I. COUNTERFLASHING SHALL EXTEND 3' -0" BELOW TOP OF BASE FLASHING.
2. SEAL TOP OF BASE FLASHING TO CURB W/ FI5ERGLA6 MAT AND ROOF CEMENT.
3. RAISE CURB HEIGHT AS REQUIRED, COORINATE WITH TAPERED INSULATION.
4. THE CURB WOOD NAILER INSULATION, AND STEEL STRIP ARE TO BE
SUPPLIED BY THE CURB MANUFACTURER
5. CURB NOT TO EXTEND MORE THAN 14" HIGH ABOVE EXISTING STRUCTURE, IF
HIGHER CONTRACTOR TO NOTIFY ARCHITECT FOR REVIEW.
12' -10" i-_
2ND FIN. FL.
SUSPENED CEILING (SEE FIN. SCH)
9' -6" Ob.
CEILING HT.
— 3 5/8" 20 GA METAL STUDS e
16" O.C. WITH 5/8" GYP. BD. ON
MTL. STUDS
8' -0" 01b_
CEILING HT.
MODIFIED BITUMEN MEMBRANE
BASE PLY TO EXTEND OVER
SYSTEM ON TAPERED INSULATION
ELEVATOR SHAFT(TYP. AROUND
SLOPE INSUL.1 /4 "/FT•.
ELEVATOR SHAFT)
FLASHING
• °
LJ
" e
Q
a
MODIFIED BITUMEN MEMBRANE
J
a
4" FIBER CANT
4" CONCRETE SLAB
a
EXISTING CONCRETE ROOF
DECK TO REMAIN REPAIR
a
AS REWIRED
Q
L�J
NEW CMU WALL RE: STRUCTURAL
NEW STEEL BEAM RE: STRUCTURAL
\ \
Q
\\
ELEVATOR SHAFT ROOF DETAIL
SCALE: 1 1/1 " -1' -O"
ACCESSORY —
SEALANT COVER
SEALANT —
NEOPRENE TAPE
F _
(, `n -
COUNTER FLASHING NO
PRESOLDERED BASE FLASHING
SEAM 6 "x6 "x1/4" STEEL PLATE CONT.
WELD TO GUARDRAIL.
d C
GROUT, FLUSH W% a a
a Q EXIST. ROOF DECK
(4) 3/4 "4 ANCHOR —
BOLTS AND WASHER
1NPA /8" WASHER
EXISTING CONCRETE
DECK TO REMAIN
GUARDRAIL ATTACHMENT / FLASHING DETAIL
SCALE: 1 Wm l'-O'
FLASHING SYSTEM SHALL BE:
2 PART PIPE FLASHING, MODEL PL/02
SUPPLIED BY: SBC INDUSTRIES, MIAMI, FLORIDA PHONE: I -800- 228 -2580
INSTALL PER MANUFACTURERS SPECIFICATIONS
Notes:
Revisions:
1 8 -15 -05 PLAN REVISION
8 -15 -05 PLAN REVISION
consultants: I
•I♦ •
1♦
'N ■
E L E M E N T S
1
ARCHITECTS - INTERIOR DESIGNER
Tampa Office
The Edgewater Building
600 South Magnolia Avenue
Suite 150
Tampa, Florida 33606
Phone (813) 251 -0565
Fax (813} 251 -,0567
Miami - -o1ffic-e
4240 Southwest 3rd Street_ =
Miami, Fl- ida- 33134,
Phone (305) 44:1 -7617 ^
Fax (305) 774 -1123 - - _
Nicholas Puglisi Archi+ect' ucensc -J,1AR'.2 60
ELEMENTS State License #AA0002341
WAC"AO-VIA
WEST GABLES BRA
5880 BIRD ROAD
MIAMI, FLORIDA
Drawing No. /Date 8/1/05
A-5.2
04 -028
Drawing Title /Scale /Drawn by BD
TYPICAL DETALS
SCALE. AS NOTED