04-52-04305612" (30 "x30 ")
CORNER BAR
WATERPROOFING
MEMBRANE ALL
AROUND EXTERI
AREA. COORD IN
W/ ARCH. DWGS.
8"
wsi i ��r- rZOOFING
MEMBRANE
AT CORNER
cfD
w
MEMBRANE .7 w
\ O
TYPICAL WALL AT INTERIOR COLUMN
WATERPROOFING
MEMBRANE
WATERP°n�IU�
ADD 04 0 12" WALL REINF. MEMBF
HER A
0 411 12" EXTEND HO
WALL REINF,
CONC. WALL
AT WALL END OF OPENING
AT BLOCK WALL
dF.
cs, -
a
8
05012" (30 "x30" WATERPROOFING
CORNER BAR. MEMBRANE
AT EDGE COLUMN
WATERPROOFING
MEMBRANE -\
AT 4" OFF -SET
WATERPROOFING TOOL AND SEAL
MEMB>�II
ADD 05 a 18" 4.1 21_611
VERT. x 5' -0" LG.
AT VERTICAL CONSTRUCTION JOINT
T Y P I C A L C O N C R E T E W A L L D E T A I L S A
3/4" = 1' -0" S -6
WALL REINF.
8 "x8" WINDOW SILL
_
z
tu
W/ 2 05 (EXTEND.
w
1' -0" £A. END MIN.)
SIZE t QUANTITY
d
• TYR. ALL WINDOWS.
AS COL. REINF.
p
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Q
8 "x8" GONG. CAP
tu
SEE HOLLOW CORE
W/ 2 04 CONT.
Q
N
c
PROVIDE
o
8
05012" (30 "x30" WATERPROOFING
CORNER BAR. MEMBRANE
AT EDGE COLUMN
WATERPROOFING
MEMBRANE -\
AT 4" OFF -SET
WATERPROOFING TOOL AND SEAL
MEMB>�II
ADD 05 a 18" 4.1 21_611
VERT. x 5' -0" LG.
AT VERTICAL CONSTRUCTION JOINT
T Y P I C A L C O N C R E T E W A L L D E T A I L S A
3/4" = 1' -0" S -6
WALL REINF.
J
u
03 TIES 08"
03 TIES 1518"
1 : 6 MAX. (TYR.)
CONC. COLUMN -
BEYOND
ISOLATION JOINT
ALL AROUND -\
r_t,wsu
STD. SO • NOOK
POSITION NOOK
T.O.SLAB
SEE PLAN
CONC. SLAB
SEE PLAN
=nc ==IM=
SEE PLAN
CONC. BEAM SEE
PLAN E SCHED.
ADD 4 M 3 TIES AT
3" O. C. (TYP.)
8 "x8" WINDOW SILL
_
W/ 2 05 (EXTEND.
1' -0" £A. END MIN.)
SIZE t QUANTITY
d
• TYR. ALL WINDOWS.
AS COL. REINF.
p
Z
Q
8 "x8" GONG. CAP
SEE HOLLOW CORE
W/ 2 04 CONT.
SLAB DETAIL A/5-2
PROVIDE
FOR ADDITIONAL
CORNER BARS.
REINF.
IL
`
LH
TOP or-
J
PARAPET
BARRIER
N • y •
04048" O.G. IN
CELLS FILLED
•'''
•
W/ GROUT ALL
COMPACTED FILL
p
'
GONER BARS.
OF
L
2TB -I
BITUMASTIC
cA
EL. +13' -0"
BOT. OF SLAB
Ip- (ALL AROUND)
3 CLR.
TYP.
25-1 25-1
SEE SCHEgULE
FOR
FIRM
EQ.
SIZE AND REINFORCING
BEARING
TYPICAL
CONC. COLUMN AND
FOOTING
DETAIL
�B
EL.
BOT. OF BM.
COL. Q BEYOND
05032" IN CELLS
FILLED W/ GROUT
WATERPROOFING
MEMBRANE SEE
ARCH. DUGS.
SEE HOLLOW CORE
SLAB DETAIL A/5-2
FOR ADDITIONAL
4
ON
RE INF.
0
f- U w `�
0
CONST.
JOINT.
2" SL. DN.
5 TREADS 11"
SEE ARCH.
N ..y.- ..
EL.
:. >
x x x x x -X-
x
LOW POINT
TOP OF SLAB
.
`
SEE ARCH.
_ VAPOR BARRIER
I I
� OC
WELL- COMPACTED
Q
LU
FILL.
�
PROTECTION BOARD I I
tp
w
OVER PRE APPLIED
WATERPROOFING BE4,oNITA
ELEv: +0 ' -0"
SHEET MEMBRANE ASI I
VAPOR
—x x
SEE ARCH.
PER VOLGLAY MANUF
I
BARRIER
RECOMENDATIONS. SI
11
6 GONG. STAIRS
ARCH I
ON WELL COMPACTED
CONST. JOINT
II
I "x3" CONT. KEY W/ VOLGLA
FILL REINF. W/ E.W.
BENTONITE STRIP WAT�RSTCt`P
TO 5
HOOK REINF. INTO BLK
WALL EA. END
0
SYSTEM. RxIOIT (BY CfTCOIMANUF)
I I
I I
ELEV: - -l' -2"
I�II�II�I��II��I�I
BOT OF SLAB
SECTION
I
1
S -6
1/2' = V -0•
J
u
03 TIES 08"
03 TIES 1518"
1 : 6 MAX. (TYR.)
CONC. COLUMN -
BEYOND
ISOLATION JOINT
ALL AROUND -\
r_t,wsu
STD. SO • NOOK
POSITION NOOK
T.O.SLAB
SEE PLAN
CONC. SLAB
SEE PLAN
=nc ==IM=
SEE PLAN
CONC. BEAM SEE
PLAN E SCHED.
ADD 4 M 3 TIES AT
3" O. C. (TYP.)
NOT TO SCALE S —S
SEE PLAN
U ��FILL THREE CELLS �;:•'t� : FILL TWO CELLS
w INTERLOCK BL
COURSES (TYP.) El
I r — n —11 1EEL
U 11
CORNER DETAIL WALL INTERSECTION
REBAR, FILL CELLS W/ GONG.
El :014 rE 1 4
FILL TWO END CELLS SEE PLAN. 32" O.G. MAX
END WALL TYPICAL WALL
REINF. W/ 05 VERT.
SEE PLAN 2 CELLS ADJACENT SEE PLAN
TO WALL OPENING
DOOR AND
WINDOW OPENING
SEE ARCH.
WALL OPENING
TYPICAL REINFORCED MASONRY DETAILS C
N.T.S.
NOTES:
1.- PROVIDE 09 GA. LADDER TYPE HORIZ REINF. AT 16" O.G. MAX LAP AT WALL INTERSECTION
WITH "T" AND "L" COMER SECTIONS. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2.- f'm = 2000
JCHAS & ASSOCIATES, PA
ARCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACFtASTANE7@aol.com
A R 0 0 1 2 6 1 1
BRILL RODRIGUEZ SALAS
8.• ASSOCIATES. INC.
G.A. No. 001000)502
9360 S.W. 72 ST. SUITE 262
MIAMI, FLORIMA 33173
PHONE: 305- 273 -4204
FAX: 305 -273 -6575
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
VJ
U)
Z) W
0 U M
r
rA Z w co
w O
OJ
0 j LL
W c�
U) Q
0
0
L.L.
1..1.
DATE:
12 -17 -03
REVISION §.:•• -•
Ol BLDG. DEPAj2Tl DlT 96347' 704
, '•••
G I A.
. w
'i
P R O J E C N'o�••.
03 -060
DRAWN BY:
A.J.
CHECKED BY:
A.S.
SCALE:
AS SHOWN
SHEET No.
Sw6
OF 7
DOWELS SAME
SIZE t QUANTITY
d
AS COL. REINF.
p
Z
Q
CONC. SLAB
SEE PLAN
IL
`
VAPOR
J
BARRIER
COMPACTED FILL
p
OF
L
BITUMASTIC
cA
Ip- (ALL AROUND)
3 CLR.
TYP.
SEE SCHEgULE
FOR
FIRM
SIZE AND REINFORCING
BEARING
TYPICAL
CONC. COLUMN AND
FOOTING
DETAIL
�B
NOT TO SCALE S —S
SEE PLAN
U ��FILL THREE CELLS �;:•'t� : FILL TWO CELLS
w INTERLOCK BL
COURSES (TYP.) El
I r — n —11 1EEL
U 11
CORNER DETAIL WALL INTERSECTION
REBAR, FILL CELLS W/ GONG.
El :014 rE 1 4
FILL TWO END CELLS SEE PLAN. 32" O.G. MAX
END WALL TYPICAL WALL
REINF. W/ 05 VERT.
SEE PLAN 2 CELLS ADJACENT SEE PLAN
TO WALL OPENING
DOOR AND
WINDOW OPENING
SEE ARCH.
WALL OPENING
TYPICAL REINFORCED MASONRY DETAILS C
N.T.S.
NOTES:
1.- PROVIDE 09 GA. LADDER TYPE HORIZ REINF. AT 16" O.G. MAX LAP AT WALL INTERSECTION
WITH "T" AND "L" COMER SECTIONS. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
2.- f'm = 2000
JCHAS & ASSOCIATES, PA
ARCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACFtASTANE7@aol.com
A R 0 0 1 2 6 1 1
BRILL RODRIGUEZ SALAS
8.• ASSOCIATES. INC.
G.A. No. 001000)502
9360 S.W. 72 ST. SUITE 262
MIAMI, FLORIMA 33173
PHONE: 305- 273 -4204
FAX: 305 -273 -6575
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
VJ
U)
Z) W
0 U M
r
rA Z w co
w O
OJ
0 j LL
W c�
U) Q
0
0
L.L.
1..1.
DATE:
12 -17 -03
REVISION §.:•• -•
Ol BLDG. DEPAj2Tl DlT 96347' 704
, '•••
G I A.
. w
'i
P R O J E C N'o�••.
03 -060
DRAWN BY:
A.J.
CHECKED BY:
A.S.
SCALE:
AS SHOWN
SHEET No.
Sw6
OF 7