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1
Wed
nesd
ay, J
uly
23, 2
014
GR
OU
ND
FL
OO
R1/
8"
=
1'-0
"M
OR
NIN
GSI
DE
MA
NSI
ON
S
ALL
MA
TER
IAL
CO
PYR
IGH
T 20
13/2
014
TO
UR
EL
LE
VE
NT
UR
ES
[CO
H 1
3071
992]
UP 20
x 7"
= 1
2'-0
"
123456789
10
11 12 13 14 15 16 17 18 19
12
3
4
5
A B C D F
6
E
UP
14
x 7"
= 8
'-0"
123456789
1011121314
7
UP
10
x 6"
= 5
'-0"1 2 3 4
56789
12'-11/2" 32'-4" 10'-51/2" 19'-9" 5'-10"80'-6"
7'-1
11/2"
15'-6
1/2"
7'-5
"7'
-6"
8"39
'-1"
19'-5" 8" 3'-10" 6" 8'-4"
8'-5
"
8"11
'-31/
2"
21'-9
1/2"
21'-6
1/2"3'
-5"
6'-8
"10
"
8'-91/2"
19'-6
1/2"
10'-1
1"
15'-6
1/2"
9'-7
"5'
-4"
8"
17'-2" 27'-31/2" 10'-51/2"
1'-8" 8'-51/2" 8'-91/2"
6'-2
"8"
2'-1" 15'-0"
MEP: VERIFY
S-1
S-1
S-2
S-2
S-3
S-3
S-4
S-4
S-5S-5
HATCH ISCATWALK ABV
HATCH ISCATWALK ABV
OPENING AT CANOPY LEVELABV FOR SPRINKLER SURGE TANK
MEP EQUIPMTUNDER STAIR
ENCLOSURE FORMEP EQUIPMENT
ELEVATOR
EMERGENCY STAIR #1
EM
ER
GE
NC
Y S
TA
IR #
2
2
Wed
nesd
ay, J
uly
23, 2
014
CA
TWA
LK1/
8"
=
1'-0
"M
OR
NIN
GSI
DE
MA
NSI
ON
S
ALL
MA
TER
IAL
CO
PYR
IGH
T 20
13/2
014
TO
UR
EL
LE
VE
NT
UR
ES
[CO
H 1
3071
992]
UP
20
x 7
13/6
4" =
12'
-0"
123456789
10
11 12 13 14 15 16 17 18 19
12
3
4
5
A B C D FE
DN
14
x 6
55/6
4" =
8'-0
"123456789
1011121314
7
UP
10
x 6"
= 5
'-0"1 2 3 4
56789
S-1
S-1
S-2
S-2
S-3
S-3
S-4
S-4
S-5S-5
DROP BEAMABV (CLOSE HATCH)
HATCH IS CATWALK
POST TO2nd FLOOR
WALL CARRIESUP TO UNDERSIDE OF STAIR
OPENING AT CANOPY LEVELFOR SPRINKLER SURGE TANK
HATCH IS CATWALKENCLOSURE FORMEP EQUIPMENT
DROP BEAMABV (CLOSE HATCH)
UPTURNED BEAM
UP 15 x 6 43/64" = 8'-4"
1234
25'-2
1/4"
7'-1
1"7'
-111/
2"9'
-33/
4"
19'-0"14'-11/2" 4'-101/2"
8"3'
-111/
2"8"
9'-3
"7'
-3"
6'-7
1/2"
8'-51/2"
8" 3'-10" 6" 8'-4"
17'-2" 1'-10" 25'-51/2" 10'-51/2"
6'-1
3/4"
9'-7
"
10'-51/2"
10'-1
1"
9'-111/2"
EM
ER
GE
NC
Y S
TA
IR #
2
EM
ER
GE
NC
Y S
TA
IR #
2
EMERGENCY STAIR #1
3
Wed
nesd
ay, J
uly
23, 2
014
FRA
ME
: SE
CO
ND
FL
OO
R1/
8"
=
1'-0
"M
OR
NIN
GSI
DE
MA
NSI
ON
S
ALL
MA
TER
IAL
CO
PYR
IGH
T 20
13/2
014
TO
UR
EL
LE
VE
NT
UR
ES
[CO
H 1
3071
992]
12
3
4
5
A B C D FE
7
UP
20
x 6
19/3
2" =
11'
-0"
123456789
10
11 12 13 14 15 16 17 18 19
UP
20
x 6
19/3
2" =
11'
-0"
12345
ELEVATOR DRAWINGS:A7/01
S-1
S-1
S-2
S-2
S-3
S-3
S-4
S-4
S-5S-5 15'-6
1/2"
7'-5
"7'
-6"
8"
12'-11/2" 32'-4" 10'-51/2" 19'-9" 5'-10"
15'-6
1/2"
9'-7
"5'
-101/
4"
2'-0" 40'-91/2"
2'-0" 28'-41/2" 10" 8'-91/2" 10"
17'-2" 27'-31/2"
1'-4
"
27'-5
1/2"
1'-4
"
7'-7" 1'-4" 9'-2"
8"8'
-107/
8"5'
-41/
8"
8" 7'-6" 5'-0" 1'-11"
2'-0
"
12'-1
01/2"
31'-1
1/2"
80'-6" 3'-4"
4'-4" 3'-10"
1'-1
0"
8'-2"
6'-8
"
1'-41/2" 9'-6" 18'-01/2"
HATCH = CANTILEVEREDBALCONY
GIRT WALL
GIRT WALL
27" DEEP DROPPEDBEAM FOR LONG SPAN
8-1/2" DEEP TWO WAY POST TENSION CONCRETE SLAB PER ENGINEER'S SPECIFICATIONS - TYPICAL
HATCH = CANTILEVERED BALCONY
POST FOR EQUIPT PLATFORM
27" DEEP DROPPEDBEAM FOR CANTILEVER
UPTURNED BEAM
DN
15
x 6
43/6
4" =
8'-4
"5
67891011121314
12'-1
0"1'
-4"
18'-2
1/2"
10'-1
"
EM
ER
GE
NC
Y S
TA
IR #
2
EMERGENCY STAIR #1
4
Wed
nesd
ay, J
uly
23, 2
014
FRA
ME
: TY
PIC
AL
1/8"
=
1'
-0"
MO
RN
ING
SID
E M
AN
SIO
NS
ALL
MA
TER
IAL
CO
PYR
IGH
T 20
13/2
014
TO
UR
EL
LE
VE
NT
UR
ES
[CO
H 1
3071
992]
12
3
4
5
A B C D FE
7
UP
20
x 6
19/3
2" =
11'
-0"
123456789
10
11 12 13 14 15 16 17 18 19
DN
20
x 6
19/3
2" =
11'
-0"
6789
10
111213141516171819
UP
20
x 6
19/3
2" =
11'
-0"
123456789
10
11 12 13 14 15 16 17 18 19
UP
20
x 6
19/3
2" =
11'
-0"
12345
ELEVATOR DRAWINGS:A7/01
S-1
S-1
S-2
S-2
S-3
S-3
S-4
S-4
S-5S-5 15'-6
1/2"
7'-5
"7'
-6"
8"
40'-91/2"
12'-11/2" 32'-4" 10'-51/2" 19'-9" 5'-10"
2'-0" 28'-41/2" 10" 8'-91/2" 10" 19'-9"
15'-6
1/2"
9'-7
"5'
-101/
4"
17'-2" 27'-31/2"
12'-1
01/2"
31'-1
1/2"
7'-61/2" 10'-6"
27'-5
1/2"
1'-4
"
8"
2'-0
"
80'-6" 3'-4"
8" 7'-6" 5'-0" 1'-11"
6'-8
"
8'-2"
1'-1
0"
4'-4" 3'-10"
1'-41/2" 9'-6" 18'-01/2"
HATCH = CANTILEVEREDBALCONY
GIRT WALL
GIRT WALL
8-1/2" DEEP TWO WAY POST TENSION CONCRETE SLAB PER ENGINEER'S SPECIFICATIONS - TYPICAL
27" DEEP DROPPEDBEAM FOR LONG SPAN
27" DEEP DROPPEDBEAM FOR CANTILEVER
BEAM FOR EQUIPT PLATFORMPOST FOR EQUIPT PLATFORM
12'-1
0"1'
-4"
18'-2
1/2"
10'-1
"
EM
ER
GE
NC
Y S
TA
IR #
2
EMERGENCY STAIR #1
5
Wed
nesd
ay, J
uly
23, 2
014
FRA
ME
: RO
OF
1/8"
=
1'
-0"
MO
RN
ING
SID
E M
AN
SIO
NS
ALL
MA
TER
IAL
CO
PYR
IGH
T 20
13/2
014
TO
UR
EL
LE
VE
NT
UR
ES
[CO
H 1
3071
992]
12
3
4
5
A B C D FE
7
DN
20
x 6
19/3
2" =
11'
-0"
123456789
10
11 12 13 14 15 16 17 18 19
S-1
S-1
S-2
S-2
S-3
S-3
S-4
S-4
S-5S-5
6'-6
1/2"
6'-4
"15
'-61/
2"7'
-5"
7'-6
"8"
12'-1
01/2"
31'-1
1/2"
80'-6" 3'-4"12'-11/2" 32'-4" 10'-51/2" 25'-7"
1'-41/2" 9'-6" 18'-01/2"
6"
8" 14'-5"
9'-7
"6'
-0"
GIRT WALL TOPARAPET HEIGHT
8-1/2" DEEP TWO WAY POST TENSION CONCRETE SLAB PER ENGINEER'S SPECIFICATIONS - TYPICAL
EQUIPT PLATFORM BELOW
BEAM FOR EQUIPT PLATFORM
STAIR #2 STOPS AT SEVENTHFLR, DOES NOT EXTEND TO ROOF
THESE TWO COLUMNS EXTEND TO CARRY GIRTWALL EXTERIOR WALL OF ROOF STORAGE UNITS
ROOF IS ACCESSIBLE VIAHATCH IN STEEL FRAMEDROOF OVER ENCLOSURE ONLY