02-930-0363/4' SLt7PE
S STEEL PARAPET WALL CAP FLASHING TYR
WITH DRIPS BOTH SIDES SHIM AS REQU'R
SUBMIT SHOP DRAWINGS FOR ARCH APPROVAL —Fr'.
5/6' STUCCO MIN
SS.RIGLET
S.S. FLASHING —
MODIFIED BITUMEN BASE FLASWNG---\\\
4' PT WOOD CANT --�
MODIFIED BITUMEN ROOFING OVER
LIGHT WEIGHT INSULATING CONCRETE OVER
CONCRETE ROOF SLAB
(SEE STRUCTURAL DRAWINGS)
a a
a q
PARAPET WALL DETAIL
SCALE:
INSULATION TOTAL ASSEMBLY
WITH R VALUE OF 19
REINFOSICNG SEE
STRUCTURAL DWGS
TILE FLOOR N THIN SET MORTAR BED
OVER WATER PROOF MEMBRANE OVER
LIGHT WEIGHT CONCRETE OVER WATER PROOF MEMBRANE
ON CONCRETE SLAB SLOPE TO DRAIN
FLOOR DRAIN (SEE PLUMBING DRAWINGS)
PREMOLDED FILLER
SL 1/4'A'-O'
.71 ----
.._.---------------------
------------------ ---4
4 4
v q
WATER PROOF CANT/ RETURN
WATER PROOFING:
3/4' !LOPE
a
S .STEEL PARAPET WALL CAP FLASHING TYP.
WITH DRIPS BOTH SIDES SHIM AS REQU'R
SUBMIT SHOP DRAWING5 FOR ARCH APPROVAL a
5/8, STUCCO MIN
SARIGLET
S.S. FLASHING
3/4� SLOM
4
$ STEEL PARAPET WALL CAP FLASHING TYP.
WITH DRIPS BOTH SIDES SHIM AS REQU'R
SUBMIT SHOP DRAWINGS FOR ARCH APPROVAL
MODIFIED BITUMEN BASE FLASHING
3/4' STUCCO MIN
4' PT WOOD CANT
SEALANT
S,S.RIGLET
5/5' STUCCO MN
SS. FLASHING
MODIFIED BITUMEN ROOFING OV\OVER
-
LICSHT WEIGHT INSULATING CONC
B.S. OVERFLOW SCUPPER
CONCRETE ROOF SLAB
(SEE STRUCTURAL DRAWINGS):��
-
Q---- IN PLACE
PRE CAST CONCRETE �_
/
_
CCAST
ONCRETE OVERHANG
-
SEE STRUCTURAL DWGS
4' P.T. WOOD CANT
SL SCUPPER ELEV. +5" M
ABOVE ROOF DRAIN EL
MODIFIED BITUMEN ROOF
- - - V.I.F.
-
MEMBRANE ON INSULATED
LIGHTWEIGHT CONC. SYSTEM 1/4'/ I'-0' SLOPE
o
Q 4
v
---
v a
v q a 4
v
1/2' ROUND
DRIP
(SEE STRUCTURAL DR ZS)
p
PARAPET WALL DETAIL
SCUPPER @ ALLEY WALL
3
�
SCALE.1'=1'-O'
SCALE: I'=1'-0'
3
METAL HANDRAIL
SEE 4/A504
CONCRETE AND CMU WALL —
SEE STRUCTURAL DRAWINGS
5/6' STUCCO MIN.( VARIES) —
BACKER ROD AND SEALANT
TYR AT ALL PRE -CAST JOINTS
SEALANT
SEALANT
PREMOLDED FILLER
SL 1/4'4'-0'
OLDED PLASTIC
ST W/SEALANT
FLU APPLIED WATERPROOFI ME"
TO OP, EDGE AND BOTTOM EAVE
FIFTH FLOOR T.O.S. gk
EL + 2'-10"
a
a
4 4 CO
Q � 4
a � -
4 a
a
1/2, DRIP
v .
4 4
4aa
v
4
w
a
v
4
a
a'
N SET MORTAR BED
)OF MEMBRANE OVER
4CR ETE OVER WATER
E ON CONCRETE SLAB
1/15' PER 1'-0'
uATERPROOFING MEMB
0 BOTTOM OF EAVE
!" DRIP
3/4' Slo e
d
6 °
5 .STEEL PARAPET WALL CAP FLASHING TYP.
WITH DRIPS BOTH SIDES SHIM AS REQU'R
SUBMIT SHOP DRAWINGS FOR ARCH APPROVAL
—
3/4' STUCCO MN
—
SEALANT
SS.RIGLET
--
5,5. FLASHING
—
S.S. OVERFLOW SCUPPER
QQ�
PRE CAST CONCRETE
SCUPPER ELEV. +5" MAX SL
4' P.T. WOOD CANT
ABOVE ROOF DRAIN EL.
V.I.F. — -
MODIFIED BITUMEN ROOF
MEMBRANE ON INSULATED
1/4'/ I'-0' SLOPE LIGHTWEIGHT GONG. SYSTEM
�
v
v 4 4 4
a
v
CONCRETE ROOF SLAG
SEE STRUCtURAL DRUGS.)
SCUPPER 0 WEST ELEVATION
3
i
SCALE:
0
ANDRAIL 4 0
!04 Q v
4
ROD AND SEALANT \
ALL FRE-CAST JOINTS
ALUMINUM FRAME ASSEMBLY
W/ DECORATIVE EXPANDED
METAL GRILL
SCUPPER ELEV. +5" MAX
ADOVE ROOF DRAIN EL.
BACKER ROD V.I.F.
AND SEALANT
CMU WALL
(SEE STRUCTURAL DWG5)
PRECAST CONCRETE
WALL PANEL
In' DRIP
CONCRETE SLAB,
BEAM AND WASH
(SEE STRUCTURAL DWG5.)
SECOND FLOOR T.O. .
EL + 14'-2"
DRIP
5/6. STUCCO MN,
I._S.
I
3/4' ST= MM
SEALANT
IsxIeLET
sa. PuaF Wj
S.S. OVEWMI ICUPPER
PIE CAST COMM
EMERGENCY OVERFLOW SCUPPER ELEVATION
4' 181 WOOD CANt
SCALE. 3'=1'-O'
IL
-
MODFIED NTIJr'FN ROOF
I'Eh ER. 4E ON N& LATED
Lr-4rMEW CCNC. SMEM
1/4'/ 1'-/' SLOPE \
Q
C.M.U. WALL
SEE STRICT
5/6, STUCCO MIN.
ELA5TOMETRIC PAINT
SS. FLASHING
XNCRETE PRECAST PANEL
(WE STIMCPA AL PRIM-) I � � �/////1
lzn
SCUPPER DETAIL PARAPET WALL DETAIL W/PRECA5T ANEL
SCALE: 3'=1'-la' 50ALE:1'=1'-O'
LIQUID APPLIED WATERPROOFING
MEMBRANE ON TOP a OVERHANG
CU'1.1U. WALL
SEE STRLIC11
5/b' STUCCO MIN.
F CAST
Nc"
ovi: new
UPPER
" 1/2' CAST-N-PLACE HALF ROW DRIP
a q 4
-
---------------------------------------
------____-- _ ---------------._-__ `-__---- _
-
GASt-N-PLACE CONCRETE OVERHANG:
- - - ----------------------- _ ------------------------------------------------------- - -----------------------------
SEE 5TRNUGTlH2A1 DRAWINGS
5/6' STUCCO MIN.
CONCRETE COLUMN BEYOND
(SEE STRUCTURAL DRAWINGS)
0
U
NOTEt
CAST-N-PLACE COLUMNS AND OVERHANG
TO BE SMOOTHED OF MAJOR IMPERFECTIONS
AND TO BE PANTED W/ AN ELASTOMERIG
COLOR t0 BE SUBMIT FOR ARCH/CLIENT APPROVAL
5TH FLOOR PORCH - FLOOR DETAIL
WALL SECTION DETAIL
WALL SECTION DETAIL
OVERHANG DETAIL
PARAPET WALL DETAIL
8
3
g
��
�
�
12
SCALE: N 1'-m'
SCALE: 11= 1'-0' 3
SCALE: N 1'-m' 3
SCALE: 1'=1'-m'
SCALE- 11=1,-0, 3
5/6, STUCCO MIN.
LIQUID APPLIED WATERPROOFING
NOTE: CABLE FABRICATOR TO SUBMIT SHOP DRAWINGS FOR
-J--�~ PRE MOLDED PLASTIC STOP
MEMBRANE ON TOP, EDGE AND
BOTTOM OF OVERHANG
ARCHITECTS AND CLIENTS APPROVAL
��� AND SEALANT
SS EYE HOLEANCHOR
CANOPY STIQJCTUR E
o
SS TURNBUCKLE
SLOPED TO LATERAL DRAM
��'
SEE CANOPY PLAN, SHEET A202
4 ,
SS. GABLE WITH CLEAR VINYL COATING
❑
LATERAL ROOF DRAM
a Q
v 4
°�
3/4' STUCCO MN
4' SPACING TYR
n
AT BEAM BEYOND (BOTH SIDES
v
-�
FLUID APPLIED WATERPROOFING MEMBRANE
STUCCO REVEAL3'
SEALANT
TO TOP, EDGE AND BOTTOM OF CANOPY
SS.RIGLET
la' HALF ROW DRIP
2'
S.S. FLASHING
®
SS. OVERFLOW SCUPPER
5TH FLOOR PORCH - TENANT CABLE�EPAR ON
DETAIL SCALE: N 1'-ID" 3
OWNER/DEVELOPER
THEPLAZA 57
:Lido w3lanDon
COMPANY
SUITE 400 7300 S.W. 57TH COURT
4960 S.W. 72 AVENUE CITY OF SOUTH MIAMI
MIAMI, FLORIDA 33155 SOUTH MIAMI, FLORIDA 33143
305.662.1421
-- I/2' CAST-N-PLACE HALF ROUND DRIP
PFiE CAST CONCRETE
-- -
CAST -IN -PLACE CONCRETE OVERHANG 4' P?. WOOD CANT
SEE STRIIJG'TURAL DRAWINGS SL SCUPPER ELEV. +5" MAX
ABOVE ROOF DRAIN EL.
MODIFIED BITUMEN ROOF - - V.I.F.
o MEMBRANE ON INSULATED f
LIGHTWEIGHT CONC. 5Y51 1/4'/ 1'-0' SLOPE Q
STUCCO OVER
CONCRETE COLUMN BEYOND
CAST-N-PLACE CONCRETE
ENTRANCE CANOPY
(SEE STRUCTURAL DRAWINGS) NOTEt
BOTTOM OF BEAM
CAST-N-PLACE COLUMNS AND OVERHANG
EL + 17-2" TO BE SMOOTHED CF MAJOR IMPERFECTIONS CONCRETE ROOF SLAB
PRECAST WALL PANEL AND TO BE PANTED W/ LIQUID APPLIED WATER (SEE STRUCTURAL DRWGS)
PAR�VN� COLOR TO BE SUBMIT FOR ARCH/CLIENT
Ir
ENTRY CANOPY OVERHANG DETAIL SCUPPER THROUGH DOUBLE PARAPET WALL
1 SCALE: 1 = 1
' 1 I� 60ALE:1"=1'-m" 3 sCALE: 1'=1'-O'
DRAWING TITLE:
CHANDLER AND ASSOCIATES NO. DATE REVISION NO. DATE REVISION
`'R`C PA EXTERIOR
AA � i-26-0 RAM!' / RESTROOM REVISIONS
JASON R CHAND ok& NO. 16055 fl-4-02 WIND RRESSURES
0 DETAILS
6-1$-03 CLIENT REVISIONS SCALE: VARIES
5940 73 s T 3 DATE: APRIL 16, 2001 100% C.D.
SO 33143 PROJECT NO: 9902.2
az-r� DRAWING NO:
%TEL (305)A 903