04-52-042META SEAT AND
3x8 EXPOSED (848) WOOD (CEDAR) HURRICANE STRAP
TRELLIS 0 18" OC. AT EA. JOIST AND TRUSS.
PLUG OPENING WITH
SEALANT AFTER 4' 3x10 OUTRIGGERS WOO
TIGHTENING. (2) 3/8" DIA. THREADED 12
T Y."
CEDAR NAILED TO EACH T—
ROD W/ NUT AND WASHER WOOD TRUSS OR 2x4 W/ 4 EL
DRILL 5" INTO CONC. BEAM 4 16d NAILS ,8 6" SEE ARCH.
AND SET IN EPDXY.
�;•� FOR ADD. INFORMATION.
0 28 -6 T.O. BEAM
" ELEV: + 10' -10" ELEV:
TOP OF COLUMN HRTB 6 6 HRT5-1
ADD 4 05 HOOKED INTO -
BEAM AT EACH COLUMN. �Q
4 04 CONT. -
cv d-
°3 TIES 12" `� 04 0 32" O.G. IN CELLS
I6 "x16" MANSONRY 2 w4 TOP
COLUMN BEYOND. T.O. PARAPET
�� 1.. 3 FILLED I GROUT.
OMc 3 05 BOT ELEV: + 28 -6 11 BELOW AND �RtB -1 ABOVE.
ELEV: + 7' -0" 03 12" TOP TOP OF BEAM
T.O. SAFEGUARD WALL ELEV: + 21' -8" 1" NON - COMPRESSIBLE
EXP. JOINT MATERIAL. U
8 "x8" CONC. CAP 0)
W/ 205 CONT. 6" HOLLOW CORE SLAB 1' -0" � RB -2 03 ,8 12" TOP �' IL
4 BY PRECAST MANUF. _ = x6 -0 = cA
i u
z > ter' TOP OF SLAB
O O (L WATERPROOFING 05 32" O.G. IN CELLS \ '' • = ELEV: + 25' -6" _
MEMBRANE U FILLED W/ GROUT.
N O 03,810" E.W. TOP -
dk EL. +3 -I�z"� ELEV: VARIES
x--x *_x —x— x- N
HIGH P. EL. +3' -5 1/2° •4 ,8 24" TOP 4 BOT
T.O.S. _� LOW P. EL. +3' -3 1/2" �� 1 RT5-1
N 00000 00 5 REARM
ELEV: +2' -S�iz°
ADD 3"10 B. 18 -� BOT OF BEAM
15-8 SECTION 2 SECTION 3
1/2' = 1' -0' S -5 1/2' = Y -0' S -5
TOP OF
BASEMENT
EL. VARIES
BOT OF SLAB Z
W�
Q �t
SECTION
1/2' = 1' -0'
3x10 OUTRIGGERS WOOD -
CEDAR NAILED TO EACH
WOOD TRUSS OR 2x4 W/
16d NAILS 0 6" SEE ARCH.
FOR ADD. INFORMATION.
O. WALL /_6 VV
EV: VARIESY
8" CONC. RAKED
WALL RE INF. W/
04 � 12" EA. WAY
CENTERED. (TYP.) HRT15-1
1 GON 205 GONT
ELEV: +5' -10"
8 "x8" CONC. CAP
W/ 2 05 CONT.
(TYPICAL)
05 ,8 24" O.C. IN
CELLS FILLED
W/ GROUT.
.F'
WF -32 L J I
SECTION g SECTION g
1/2' = V -0' S -5 1/2' = 1' -0' S -5
Jim
METAL SEAT AND
HURRICANE STRAP
AT EA. JOIST
2x4 ,8 24" O.G.
JOIST HANGER BY U.S.P. AT
EA. 2x4 UH24 W/ (4) -16d NAILS
TO TRUSS 4 (2) -16d NAILS THRU
JOIST. DADE COUNTY No. 00- 0822 -01
METAL SEAT AND -
HURRICANE STRAP
AT EA. JOIST AND
TRUSS.
2 -16d NAILS
(TYPICAL)
T.O. BEAM
2x4 CONT. HORIZ.
BRIDGING 0 4' -0" MAX.
•3x4 CONT. P.T. WITH 6
1/2' EXP. BOLT 0 24" d
W/ WASHER AND NUT
(4" EMBEDMENT)
SECTION 4
1/2' = V -0' S -5
12
HRTB -1
!GCE O.C. W1 GROUT.
III: • • FILLED INTO J—
BELOW 4 HRT5-I ABOVE.
FIV
i ■
1.
05 ,8 32" O.C. IN I I
CELLS FILLED
W/ GROUT. (TYR.) I I
SEE HOLLOW CORE I
SLAB DETAIL A/S -2
FOR ADDITIONAL I •
RE INF.
ELEV:
�n
FIRST FLOOR ..y..
TOP OF SLAB •' U
03012"T. -
N �9
M4 ,812" x—
6" SLAB w/ 205
II -j II
FILL CAVITY 4 ALL 105 GOAT'
(TYPICAL)
BLOCK CELLS W/
GROUT. WHIM
WATERPROOFING
05 t.
MEMBRANE ALL
16 11 � I 8 11 GONG. WALL W/ 8 " CONC. WALL W/
05 0 12" EA. WAY 05 ,8 12" EA. WAY
CENTERED. CENTERED.
lx `°
I "x3" CONT. KEY W/ VOLGLAY -
BENTONITE STRIP WATERSTOP lL
73 VAPOR I SYSTEM. Rx101T (BY CETCO MANUF) �-
w BARRIER I VARIES (TYPICAL) `"
8
. . . . . . . . . . . . . . . . . . . . .
1111111[ �I�III�I�IP�j� l�1�II I111�1`
SECTION 5
811 � VA 1,811 EES
• I • 8 "x8" CON G. CAP
T W/ 2 05 CONT.
(TYPICAL)
05 0 24" O.C. IN
CELLS FILLED
W/ GROUT. (TYPE
U
03 ,812 "T- 7 N
4' -l"
BOT Of: SLA15
SECTION
1/2' = 1' -0'
NOTE:
G.C. VERIFY ALL DIMENSIONS, ELEVATIONS
AND DETAILS WITH ARCH. DRAWINGS PRIOR
FABRICATION.
SEE SECTION 4/5-5
FOR ADDITIONAL
INFORMATION.
- - - - -- 4 T.O. WALL
ELEV: VARIES
T.O. BEAM
ELEV: +31' -0"
WATERPROOFING
MEMBRANE SEE 8-1
SEE SECTION 4/8-5
FOR ADDITIONAL
INFORMATION.
- - - - -- kT.O. WALL
4„ A
8..
8„ Y
•4 ,8 32" O.C. IN CELLS 04 ,8 32" O.G. IN CELLS
FILLED W/ GROUT. T.O. WALL FILLED W/ GROUT.
03 ,8 12" TOP ELEV: + Z8' -6"
03 6 12" TOP
36" 1
—WALL BEYOND 3
6" HOLLOW 6" HOLLOW
CORE SLAB CORE SLAB
BY PRECAST 11011 BY PRECAST
= MANUF. _ = MANUF.
`�' TOP OF SLAB N
ELEV: + 25' -6" N9 0000 0000 ,
00000 �000�
I
I
1 3 "4 CONT. 4 05 CONT.
I RT5 -6 TOP 4 BOT
I
'1 05 6 32" O.G. IN CELLS
FILLED W/ GF.OUT_
05 ,8 32" O.G. IN CELLS
FILLED W/ GROUT.
SECTION
1/2' = 1' -0'
10'
S -5
SECTION
1/2' = V -0'
ELEV: VARIES
WALL BEYOND
Z _ I TOP 4 BOT
03 TIES 012"
M
S -5
6
S -5
SECTION
1/2' = 1' -0'
VAPOR
BARRIER
FILL ALL CELLS-
W/ GROUT BELOW
GRADE
CONC. FTG —
SEE PLAN
4 SCHEDULE
8"
1
tY
ELEV: 0' -0 "t
MMIIV 1T1I11M1111E== SEE ARCH.
DWGS.
�9
iQ
ELEV: -5' -6"
TOP OF
FOOTING
7
S -5
JCHAS & ASSOCIATES, PA
ARCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET @ aol.com
A R 0 0 1 2 6 1 1
BRILL RODRIGUEZ SALAS
8� ASSOCIATE S. INC.
C.A. No. OOOOOSOZ
9360 S.W. 72 ST. SUITE 252
MIAMI, FLORIOA 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
v,
♦♦W
VJ
w
O V M
y � r
Z W cM
w O�
O
0 j LL
w -2-
V, Q
O 00
O
DATE:
12 -17 -03
REVISIONS:
1A BLDG. DEPART, NT-,,03-0-3-04
_`•� " �u
J C7 ^ l' � • isJ� t
DRAWN BY:
A.J.
CHECKED BY:
A.S.
SCALE:
AS SHOWN
SHEET No.
OF 7
WALL BEYOND
STL. FRAMING BY MANUR EL.
SEE MECH. DWGS. T.O. WALL
ELEV: -5' -2"
TOP OF SLAB
ELEV: -51-4" T
TOP OF S
w-�
5 EQUAL TREADS I
I�
d)
— N c
cp I
I
- I
I
•
05 ,8 10" EA. WA C
CONT. WATERPROOFING I
I (X i
i % 9 EQUAL TREADS
— — — — — — — —
— — — —
TOP 4 BOT M
MEMBRANE BY VUCLAY I
I
MANUF. SEE NOTE I
ON S -1.
I i
12" 12" 121
1211, 1
iB -5 BEYOD w
15-6 BEYOND
"t �
� i
I
SEE MECH. x
EL.+O' -0 "
x x
i �! "
"4 ,8 12" EA. WAY I
4 ARCH. DWGS.
:
-- H
HOOKED EA. END
• I
INTO WALL. SEE 2 /S -1.
S-5 1
ELEV: +5' -10"
8 "x8" CONC. CAP
W/ 2 05 CONT.
(TYPICAL)
05 ,8 24" O.C. IN
CELLS FILLED
W/ GROUT.
.F'
WF -32 L J I
SECTION g SECTION g
1/2' = V -0' S -5 1/2' = 1' -0' S -5
Jim
METAL SEAT AND
HURRICANE STRAP
AT EA. JOIST
2x4 ,8 24" O.G.
JOIST HANGER BY U.S.P. AT
EA. 2x4 UH24 W/ (4) -16d NAILS
TO TRUSS 4 (2) -16d NAILS THRU
JOIST. DADE COUNTY No. 00- 0822 -01
METAL SEAT AND -
HURRICANE STRAP
AT EA. JOIST AND
TRUSS.
2 -16d NAILS
(TYPICAL)
T.O. BEAM
2x4 CONT. HORIZ.
BRIDGING 0 4' -0" MAX.
•3x4 CONT. P.T. WITH 6
1/2' EXP. BOLT 0 24" d
W/ WASHER AND NUT
(4" EMBEDMENT)
SECTION 4
1/2' = V -0' S -5
12
HRTB -1
!GCE O.C. W1 GROUT.
III: • • FILLED INTO J—
BELOW 4 HRT5-I ABOVE.
FIV
i ■
1.
05 ,8 32" O.C. IN I I
CELLS FILLED
W/ GROUT. (TYR.) I I
SEE HOLLOW CORE I
SLAB DETAIL A/S -2
FOR ADDITIONAL I •
RE INF.
ELEV:
�n
FIRST FLOOR ..y..
TOP OF SLAB •' U
03012"T. -
N �9
M4 ,812" x—
6" SLAB w/ 205
II -j II
FILL CAVITY 4 ALL 105 GOAT'
(TYPICAL)
BLOCK CELLS W/
GROUT. WHIM
WATERPROOFING
05 t.
MEMBRANE ALL
16 11 � I 8 11 GONG. WALL W/ 8 " CONC. WALL W/
05 0 12" EA. WAY 05 ,8 12" EA. WAY
CENTERED. CENTERED.
lx `°
I "x3" CONT. KEY W/ VOLGLAY -
BENTONITE STRIP WATERSTOP lL
73 VAPOR I SYSTEM. Rx101T (BY CETCO MANUF) �-
w BARRIER I VARIES (TYPICAL) `"
8
. . . . . . . . . . . . . . . . . . . . .
1111111[ �I�III�I�IP�j� l�1�II I111�1`
SECTION 5
811 � VA 1,811 EES
• I • 8 "x8" CON G. CAP
T W/ 2 05 CONT.
(TYPICAL)
05 0 24" O.C. IN
CELLS FILLED
W/ GROUT. (TYPE
U
03 ,812 "T- 7 N
4' -l"
BOT Of: SLA15
SECTION
1/2' = 1' -0'
NOTE:
G.C. VERIFY ALL DIMENSIONS, ELEVATIONS
AND DETAILS WITH ARCH. DRAWINGS PRIOR
FABRICATION.
SEE SECTION 4/5-5
FOR ADDITIONAL
INFORMATION.
- - - - -- 4 T.O. WALL
ELEV: VARIES
T.O. BEAM
ELEV: +31' -0"
WATERPROOFING
MEMBRANE SEE 8-1
SEE SECTION 4/8-5
FOR ADDITIONAL
INFORMATION.
- - - - -- kT.O. WALL
4„ A
8..
8„ Y
•4 ,8 32" O.C. IN CELLS 04 ,8 32" O.G. IN CELLS
FILLED W/ GROUT. T.O. WALL FILLED W/ GROUT.
03 ,8 12" TOP ELEV: + Z8' -6"
03 6 12" TOP
36" 1
—WALL BEYOND 3
6" HOLLOW 6" HOLLOW
CORE SLAB CORE SLAB
BY PRECAST 11011 BY PRECAST
= MANUF. _ = MANUF.
`�' TOP OF SLAB N
ELEV: + 25' -6" N9 0000 0000 ,
00000 �000�
I
I
1 3 "4 CONT. 4 05 CONT.
I RT5 -6 TOP 4 BOT
I
'1 05 6 32" O.G. IN CELLS
FILLED W/ GF.OUT_
05 ,8 32" O.G. IN CELLS
FILLED W/ GROUT.
SECTION
1/2' = 1' -0'
10'
S -5
SECTION
1/2' = V -0'
ELEV: VARIES
WALL BEYOND
Z _ I TOP 4 BOT
03 TIES 012"
M
S -5
6
S -5
SECTION
1/2' = 1' -0'
VAPOR
BARRIER
FILL ALL CELLS-
W/ GROUT BELOW
GRADE
CONC. FTG —
SEE PLAN
4 SCHEDULE
8"
1
tY
ELEV: 0' -0 "t
MMIIV 1T1I11M1111E== SEE ARCH.
DWGS.
�9
iQ
ELEV: -5' -6"
TOP OF
FOOTING
7
S -5
JCHAS & ASSOCIATES, PA
ARCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET @ aol.com
A R 0 0 1 2 6 1 1
BRILL RODRIGUEZ SALAS
8� ASSOCIATE S. INC.
C.A. No. OOOOOSOZ
9360 S.W. 72 ST. SUITE 252
MIAMI, FLORIOA 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
v,
♦♦W
VJ
w
O V M
y � r
Z W cM
w O�
O
0 j LL
w -2-
V, Q
O 00
O
DATE:
12 -17 -03
REVISIONS:
1A BLDG. DEPART, NT-,,03-0-3-04
_`•� " �u
J C7 ^ l' � • isJ� t
DRAWN BY:
A.J.
CHECKED BY:
A.S.
SCALE:
AS SHOWN
SHEET No.
OF 7
05 ,8 32" O.G. IN CELLS
FILLED W/ GROUT.
SECTION
1/2' = 1' -0'
10'
S -5
SECTION
1/2' = V -0'
ELEV: VARIES
WALL BEYOND
Z _ I TOP 4 BOT
03 TIES 012"
M
S -5
6
S -5
SECTION
1/2' = 1' -0'
VAPOR
BARRIER
FILL ALL CELLS-
W/ GROUT BELOW
GRADE
CONC. FTG —
SEE PLAN
4 SCHEDULE
8"
1
tY
ELEV: 0' -0 "t
MMIIV 1T1I11M1111E== SEE ARCH.
DWGS.
�9
iQ
ELEV: -5' -6"
TOP OF
FOOTING
7
S -5
JCHAS & ASSOCIATES, PA
ARCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET @ aol.com
A R 0 0 1 2 6 1 1
BRILL RODRIGUEZ SALAS
8� ASSOCIATE S. INC.
C.A. No. OOOOOSOZ
9360 S.W. 72 ST. SUITE 252
MIAMI, FLORIOA 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
v,
♦♦W
VJ
w
O V M
y � r
Z W cM
w O�
O
0 j LL
w -2-
V, Q
O 00
O
DATE:
12 -17 -03
REVISIONS:
1A BLDG. DEPART, NT-,,03-0-3-04
_`•� " �u
J C7 ^ l' � • isJ� t
DRAWN BY:
A.J.
CHECKED BY:
A.S.
SCALE:
AS SHOWN
SHEET No.
OF 7