05-141-021,IkEL, +
BTOPOFF PARAPET
EYOND
II,
T
z I
FOR SUB REINF. w
SEE PUN AND SCHED. •
EL. SEE PLAN I CONC. BM.
• I SEE PLAN A
SCHEDULE
w ¢
cn 1 CN
E PLA CONC. BM.
AN SCHEDULE SEE PLAN AND Ln
SCHEDULE
SECTION FOR SCUPPER LOCATION I I
,! ," ND SIZE COORDINATE
W/ ARCH DWGS. TYP.
SCALE 3/4 = 1 -0 1 I
III
II
m
EL. SEE PLAN Aj_�'`r
ARCH DWGS `-r
COORD. W/
ARCH DWGS
�I
ICONC. SLAB
BEYOND
I
I.I.
i
TOP PLATE,
SEE SCHEDULE
ND COLUMN
SECTION 2
SCALE 3/4" = 1' -0"
lruIN". UIYI.
SEE PLAN AND
SCHEDULE
¢ -FACE OF WALL
a BEYOND
¢ 2 #4 TEMP. m
m STD. F POK
w
cn EL. SEE PLAN
CONC. BM. • I •
SEE PLAN AND r.
SCHEDULE
EL. +
TOP OF ARCH @ 12" BO
P4 TH WAYS
S„ V-8" I �CONC. BM.
EL. + OIL I I I I SEE PLAN AND
BOTT, OF ARC _l _ SCHEDULE
CONC. BM. BEYOND
SEE PLAN AND
SCHEDULE
EDGE OF CONC. COL. SECTION
BEYOND SCALE 3/4" = 1' -0"
tai :7
w¢
cn 10-
EL. SEE PLAN
SECTION 3
SCALE 3/4" = 1' -0"
SEE PLAN
#4 @ 12" TEM
#4 @ 12" TEMP,
SECTION
ONC. SLAB SCALE 3/4" V -0"
SEE PLAN AND
I SCHEDULE SEE PLAN FOR
CONC. BEAM CONNECTOR TYPE
SEE PLAN AND
F_ SCHEDULE 30 LBS. FELT PAPER
10d NAILS @ 4" 0. .
CONC. BM. BEYOND
I SEE PLAN AND 6 - - --
SCHEDULE EL. VARIES
I2 X 8 WOOD OUTLOOKER
2 x 8 WD. BLOCKING CONC. T
Wl (3) 16d NAILS INTO RAKED
EL. SEE PLAN P P. WOOD MEMBER
do SCHEDULE
I
I EL. TO MATCH
EXISTING •
I I CONC. BEAM
SEE PLAN AND
SCHEDULE
I CONC. COL. BEYOND
SEE PLAN AND
SCHEDULE
CONC. BM. BEYOND
SEE PLAN AND
SCHEDULE
SECTION 6
SCALE 3/4 = 1 --'0
CONC. BM.
SEE PLAN AND
SCHEDULE
CONC. COL. OR
MASONRY WALL
BEYOND
2 #5
SECTION
SCALE 3/4" = V -0"
FL. SEE PLAN
`CONC. BM.
SEE PLAN AND
SCHEDULE
3 #6
CONC, COL. OR
MASONRY WALL
BEYOND
2 X 6 WOOD BLOCKING W/
(2) 16d TOE NAILS @ EA. END.
@ 4'-0" O.C. (TYP.)
10d NAILS @ 4 ".
(4) 16d NAILS
SEE GENERAL STRUCTURAL
> < NOTE
2x6 LATERAL WOOD BRACING. "CB"
@ 4" O.C.
1H B"
PREFAB WOOD TRUSSES @ 24"
W 2 x 6 TOP do BOTT. CHORDS
CONC. TB SEE ` 12 X 6 WOOD BLOCKING W/ 1x3 FURRING STRIPS PERPENDICULAR
PLAN AND SCHED (3) 16d„ TOE NAILS @ EA. END, TO PREFAB. TRUSSES / GIRDERS @ 16" O.C.
( @ 4 -0 O.C. (TYP.) FASTEN TO BOTTOM OF BOTTOM
CHORD W/ (2) 8d NAILS.
TA24 CONN BY "USP" @ 24" O.C.
W/ (11) 10d NAILS INTO 2 X 4 (MDCPA #01- 0912.05)
2 X 6 P.T. WOOD PLATE
W/1 /4" TAPCON SCREWS
@ 6 " O.C.
SECTION 13
SCALE 3/4 = 1 —0
Alsaw:1►
Lk_; IIUIN
SCALE 3/4" = V -0"
SECTION
SCALE 3/4" = l'-
CONCRETE BEAM
( SEE PLAN AND SCHEDULE)
CONC. COL. OR
MASONRY WALL
r-- flEYOND
2 #4 TEMP.
4 @ 12" BOTT. -V
OTH WAYS
wz
w <
cn1 I �, EL. SEE PLAN
'CONC. SLAB
SEE PLAN AND
SCHEDULE
SECTION
SCALE 3/4" = 1' -0"
CONC. BM.
SEE PLAN AND
SCHEDULE
- - -� 8" WIDE x
CONC. COL. W/ 6 ?6 VERT
BARS AND #3 @12" CLOSED TIES
OIL EL, SEE PLAN
do SCHEDULE
CONC. FTG.
SEE PLAN
V • V G
4 W N ~• 1! v f • V G V W W V •
! Y • W N V V•
V V
• Y W G V V • •
V •iV •Vi VV• (iV •v
••11 vVVy� V V
V V V VVV
• • V W
�• V I V V Y V
• Y V V V
v N W y V V V V• V Y V V .+ V W V V•• v •
WALL REINF. SEE PLAN
-1 #q CONT. w Q
mI m
FL. SEE PLAN
FOR SLAB REINFORCEMENT
SEE PLAN, TYP. U.O.N.
8" LOAD BEARING CMU WALL
FOR REINF. SEE PLAN AND
SCHEDULE TYP. U.O.N.
SECTION
SCALE 3/4" = l' -0"
CONIC. BM.
SEE PLAN AND
SCHEDULE
CONC. COL.
BEYOND
ARCH DWGS
EL. +
TOP OF ARC
EL. +
BOTT. OF AR(
EL. COORD.
ARCH DWGS
__-STD. HOOK
EL. SEE PUN
do SCHEDULE
- -CONC. COL
/ SEE PLAN AND ¢
SCHEDULE
8" x 8" DEEP CONC. CAP °
W/ 2 #5 CONT. "dc 2 #5 �
X 2 -6 X 2'-6" CORNER BARS ¢
m
EL. VARIES 00
EL. SEE PLAN J,'
SEE SOIL STATEMENT J
SECTION 14
SCALE 3/4 = 1 -0
MASONRY WALL
BEYOND
MASONRY WALL
32" IN GROUT- FILLED
'. @ PRIVACY WALL
EL. SEE PLAN
SECTION
SCALE 3/4" = 1' -0"
CONC. BM.
SEE PLAN AND
SCHEDULE
CONC. COLUMN BEYOND
SEE PLAN AND
SCHEDULE
CONC. BM.
SEE PLAN AND
SCHEDULE
WOOD GIRDER
WOOD TRUSSES @ 24"
�_CONN. BY WD. TRUSS MANUF,
CONC. BM.
SEE PLAN AND
SCHEDULE
FACE OF WALL
BEYOND
-„o r
1 100.
DAVID S TT I AUTMAN
A R C H I T E C T
5995 511 73 6T #4 MIAMI, FLORIDA 33143
305 -667 -0919 TEL 305 -999 -6192 FAX
�u
REVISIONS
S7
L j
Q) curr /WATERH 8-24 -04
Ilk-
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Q
<
CONIC. BM
(
CONC. COL. OR
0
EE PLAN AND
¢
VC_J'
MASONRY WALL
SCHEDULE
m
BEYOND
1�
¢
I 00
SEE PLAN
z
¢
m
EL. SEE PLAN
n
00
o
EL. 5EE PLAN
ImAD
\
w z
u SL. N 1/2"
o
N 1n
LJ Q
m
_ i
'PER LOCATION
I I
3' -0"
E COORDINATE
TOP
PLATE,
SEE PLAN FOR
'H DWGS. TYP.
I I SEE
SCHEDULE
(\ REINF.
SECTION 3
SCALE 3/4" = 1' -0"
SEE PLAN
#4 @ 12" TEM
#4 @ 12" TEMP,
SECTION
ONC. SLAB SCALE 3/4" V -0"
SEE PLAN AND
I SCHEDULE SEE PLAN FOR
CONC. BEAM CONNECTOR TYPE
SEE PLAN AND
F_ SCHEDULE 30 LBS. FELT PAPER
10d NAILS @ 4" 0. .
CONC. BM. BEYOND
I SEE PLAN AND 6 - - --
SCHEDULE EL. VARIES
I2 X 8 WOOD OUTLOOKER
2 x 8 WD. BLOCKING CONC. T
Wl (3) 16d NAILS INTO RAKED
EL. SEE PLAN P P. WOOD MEMBER
do SCHEDULE
I
I EL. TO MATCH
EXISTING •
I I CONC. BEAM
SEE PLAN AND
SCHEDULE
I CONC. COL. BEYOND
SEE PLAN AND
SCHEDULE
CONC. BM. BEYOND
SEE PLAN AND
SCHEDULE
SECTION 6
SCALE 3/4 = 1 --'0
CONC. BM.
SEE PLAN AND
SCHEDULE
CONC. COL. OR
MASONRY WALL
BEYOND
2 #5
SECTION
SCALE 3/4" = V -0"
FL. SEE PLAN
`CONC. BM.
SEE PLAN AND
SCHEDULE
3 #6
CONC, COL. OR
MASONRY WALL
BEYOND
2 X 6 WOOD BLOCKING W/
(2) 16d TOE NAILS @ EA. END.
@ 4'-0" O.C. (TYP.)
10d NAILS @ 4 ".
(4) 16d NAILS
SEE GENERAL STRUCTURAL
> < NOTE
2x6 LATERAL WOOD BRACING. "CB"
@ 4" O.C.
1H B"
PREFAB WOOD TRUSSES @ 24"
W 2 x 6 TOP do BOTT. CHORDS
CONC. TB SEE ` 12 X 6 WOOD BLOCKING W/ 1x3 FURRING STRIPS PERPENDICULAR
PLAN AND SCHED (3) 16d„ TOE NAILS @ EA. END, TO PREFAB. TRUSSES / GIRDERS @ 16" O.C.
( @ 4 -0 O.C. (TYP.) FASTEN TO BOTTOM OF BOTTOM
CHORD W/ (2) 8d NAILS.
TA24 CONN BY "USP" @ 24" O.C.
W/ (11) 10d NAILS INTO 2 X 4 (MDCPA #01- 0912.05)
2 X 6 P.T. WOOD PLATE
W/1 /4" TAPCON SCREWS
@ 6 " O.C.
SECTION 13
SCALE 3/4 = 1 —0
Alsaw:1►
Lk_; IIUIN
SCALE 3/4" = V -0"
SECTION
SCALE 3/4" = l'-
CONCRETE BEAM
( SEE PLAN AND SCHEDULE)
CONC. COL. OR
MASONRY WALL
r-- flEYOND
2 #4 TEMP.
4 @ 12" BOTT. -V
OTH WAYS
wz
w <
cn1 I �, EL. SEE PLAN
'CONC. SLAB
SEE PLAN AND
SCHEDULE
SECTION
SCALE 3/4" = 1' -0"
CONC. BM.
SEE PLAN AND
SCHEDULE
- - -� 8" WIDE x
CONC. COL. W/ 6 ?6 VERT
BARS AND #3 @12" CLOSED TIES
OIL EL, SEE PLAN
do SCHEDULE
CONC. FTG.
SEE PLAN
V • V G
4 W N ~• 1! v f • V G V W W V •
! Y • W N V V•
V V
• Y W G V V • •
V •iV •Vi VV• (iV •v
••11 vVVy� V V
V V V VVV
• • V W
�• V I V V Y V
• Y V V V
v N W y V V V V• V Y V V .+ V W V V•• v •
WALL REINF. SEE PLAN
-1 #q CONT. w Q
mI m
FL. SEE PLAN
FOR SLAB REINFORCEMENT
SEE PLAN, TYP. U.O.N.
8" LOAD BEARING CMU WALL
FOR REINF. SEE PLAN AND
SCHEDULE TYP. U.O.N.
SECTION
SCALE 3/4" = l' -0"
CONIC. BM.
SEE PLAN AND
SCHEDULE
CONC. COL.
BEYOND
ARCH DWGS
EL. +
TOP OF ARC
EL. +
BOTT. OF AR(
EL. COORD.
ARCH DWGS
__-STD. HOOK
EL. SEE PUN
do SCHEDULE
- -CONC. COL
/ SEE PLAN AND ¢
SCHEDULE
8" x 8" DEEP CONC. CAP °
W/ 2 #5 CONT. "dc 2 #5 �
X 2 -6 X 2'-6" CORNER BARS ¢
m
EL. VARIES 00
EL. SEE PLAN J,'
SEE SOIL STATEMENT J
SECTION 14
SCALE 3/4 = 1 -0
MASONRY WALL
BEYOND
MASONRY WALL
32" IN GROUT- FILLED
'. @ PRIVACY WALL
EL. SEE PLAN
SECTION
SCALE 3/4" = 1' -0"
CONC. BM.
SEE PLAN AND
SCHEDULE
CONC. COLUMN BEYOND
SEE PLAN AND
SCHEDULE
CONC. BM.
SEE PLAN AND
SCHEDULE
WOOD GIRDER
WOOD TRUSSES @ 24"
�_CONN. BY WD. TRUSS MANUF,
CONC. BM.
SEE PLAN AND
SCHEDULE
FACE OF WALL
BEYOND
-„o r
1 100.
DAVID S TT I AUTMAN
A R C H I T E C T
5995 511 73 6T #4 MIAMI, FLORIDA 33143
305 -667 -0919 TEL 305 -999 -6192 FAX
�u
REVISIONS
S7
L j
Q) curr /WATERH 8-24 -04
Ilk-
VC_J'
o