MORNINGSIDE MANSIONS
10
1 Wednesday, July 23, 2014 GROUND FLOOR 1/8" = 1'-0" MORNINGSIDE MANSIONS ALL MATERIAL COPYRIGHT 2013/2014 TOURELLE VENTURES [COH 13071992] UP 20 x 7" = 12'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 3 4 5 A B C D F 6 E UP 14 x 7" = 8'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 7 UP 10 x 6" = 5'-0" 1 2 3 4 5 6 7 8 9 12'-1 1/2" 32'-4" 10'-5 1/2" 19'-9" 5'-10" 80'-6" 7'-11 1/2" 15'-6 1/2" 7'-5" 7'-6" 8" 39'-1" 19'-5" 8" 3'-10" 6" 8'-4" 8'-5" 8" 11'-3 1/2" 21'-9 1/2" 21'-6 1/2" 3'-5" 6'-8" 10" 8'-9 1/2" 19'-6 1/2" 10'-11" 15'-6 1/2" 9'-7" 5'-4" 8" 17'-2" 27'-3 1/2" 10'-5 1/2" 1'-8" 8'-5 1/2" 8'-9 1/2" 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-5 S-5 HATCH IS CATWALK ABV HATCH IS CATWALK ABV OPENING AT CANOPY LEVEL ABV FOR SPRINKLER SURGE TANK MEP EQUIPMT UNDER STAIR ENCLOSURE FOR MEP EQUIPMENT ELEVATOR EMERGENCY STAIR # 1 EMERGENCY STAIR # 2
Transcript of MORNINGSIDE MANSIONS
1
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ay, J
uly
23, 2
014
GR
OU
ND
FL
OO
R1/
8"
=
1'-0
"M
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GSI
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MA
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MA
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T 20
13/2
014
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[CO
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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"
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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
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23, 2
014
CA
TWA
LK1/
8"
=
1'-0
"M
OR
NIN
GSI
DE
MA
NSI
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S
ALL
MA
TER
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CO
PYR
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T 20
13/2
014
TO
UR
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[CO
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3071
992]
UP
20
x 7
13/6
4" =
12'
-0"
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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
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GE
NC
Y S
TA
IR #
2
EM
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NC
Y S
TA
IR #
2
EMERGENCY STAIR #1
3
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FRA
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: SE
CO
ND
FL
OO
R1/
8"
=
1'-0
"M
OR
NIN
GSI
DE
MA
NSI
ON
S
ALL
MA
TER
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CO
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T 20
13/2
014
TO
UR
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UR
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[CO
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3071
992]
12
3
4
5
A B C D FE
7
UP
20
x 6
19/3
2" =
11'
-0"
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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
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GE
NC
Y S
TA
IR #
2
EMERGENCY STAIR #1
4
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23, 2
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FRA
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: TY
PIC
AL
1/8"
=
1'
-0"
MO
RN
ING
SID
E M
AN
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ALL
MA
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CO
PYR
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T 20
13/2
014
TO
UR
EL
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VE
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UR
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[CO
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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
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23, 2
014
FRA
ME
: RO
OF
1/8"
=
1'
-0"
MO
RN
ING
SID
E M
AN
SIO
NS
ALL
MA
TER
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CO
PYR
IGH
T 20
13/2
014
TO
UR
EL
LE
VE
NT
UR
ES
[CO
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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
8" CURB ATSLAB EDGE
EMERGENCY STAIR #1
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S-1
1/8"
=
1'
-0"
MO
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SID
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AN
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MA
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[CO
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54
321
6
6
±0"
2 [1
st F
LOO
R]
±0"
2 [1
st F
LOO
R]
+8'-8
"3
CAT
WAL
K+8
'-8"
3 C
ATW
ALK
+17'
-0"
4 [2
nd F
LOO
R]
+17'
-0"
4 [2
nd F
LOO
R]
+28'
-0"
5 [3
rd F
LOO
R]
+28'
-0"
5 [3
rd F
LOO
R]
+39'
-0"
6 [4
th F
LOO
R]
+39'
-0"
6 [4
th F
LOO
R]
+50'
-0"
7 [5
th F
LOO
R]
+50'
-0"
7 [5
th F
LOO
R]
+61'
-0"
8 [6
th F
LOO
R]
+61'
-0"
8 [6
th F
LOO
R]
+72'
-0"
9 [7
th F
LOO
R]
+72'
-0"
9 [7
th F
LOO
R]
+85'
-0"
10 R
OO
F+8
5'-0
"10
RO
OF
7
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S-2
1/8"
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-0"
MO
RN
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MA
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[CO
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7
6
54
321
4'-11"
7'-111/2"
15'-6
1/2"
7'-5"
7'-6"
8"
4'-11"
7'-111/2"
15'-6
1/2"
7'-5"
7'-6"
8"
CAN
OPY
UPT
URN
ED B
EAM
DRO
P BE
AM
TYP
ICA
L
GIRT
(SEE
PLA
N)
FOO
TIN
G
±0"
2 [1
st F
LOO
R]
±0"
2 [1
st F
LOO
R]
+8'-8
"3
CAT
WAL
K+8
'-8"
3 C
ATW
ALK
+17'
-0"
4 [2
nd F
LOO
R]
+17'
-0"
4 [2
nd F
LOO
R]
+28'
-0"
5 [3
rd F
LOO
R]
+28'
-0"
5 [3
rd F
LOO
R]
+39'
-0"
6 [4
th F
LOO
R]
+39'
-0"
6 [4
th F
LOO
R]
+50'
-0"
7 [5
th F
LOO
R]
+50'
-0"
7 [5
th F
LOO
R]
+61'
-0"
8 [6
th F
LOO
R]
+61'
-0"
8 [6
th F
LOO
R]
+72'
-0"
9 [7
th F
LOO
R]
+72'
-0"
9 [7
th F
LOO
R]
+86'
-0"
10 R
OO
F+8
6'-0
"10
RO
OF
8
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S-3
1/8"
=
1'
-0"
MO
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[CO
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992]
7
6
54
321
4'-11"
7'-111/2"
15'-6
1/2"
7'-5"
7'-6"
8"
4'-11"
7'-111/2"
15'-6
1/2"
7'-5"
7'-6"
8"
DRO
P BE
AM
TYP
ICA
L
GIRT
(SEE
PLA
N)
±0"
2 [1
st F
LOO
R]
±0"
2 [1
st F
LOO
R]
+8'-8
"3
CAT
WAL
K+8
'-8"
3 C
ATW
ALK
+17'
-0"
4 [2
nd F
LOO
R]
+17'
-0"
4 [2
nd F
LOO
R]
+28'
-0"
5 [3
rd F
LOO
R]
+28'
-0"
5 [3
rd F
LOO
R]
+39'
-0"
6 [4
th F
LOO
R]
+39'
-0"
6 [4
th F
LOO
R]
+50'
-0"
7 [5
th F
LOO
R]
+50'
-0"
7 [5
th F
LOO
R]
+61'
-0"
8 [6
th F
LOO
R]
+61'
-0"
8 [6
th F
LOO
R]
+72'
-0"
9 [7
th F
LOO
R]
+72'
-0"
9 [7
th F
LOO
R]
+86'
-0"
10 R
OO
F+8
6'-0
"10
RO
OF
9
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S-4
1/8"
=
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-0"
MO
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AN
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ALL
MA
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CO
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T 20
13/2
014
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[CO
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3071
992]
7
6
54
321
4'-11"
7'-111/2"
15'-6
1/2"
7'-5"
7'-6"
8"
12'-101/2"
15'-6
1/2"
7'-5"
7'-6"
8"
A.C
.U. T
YPIC
AL
DO
PR B
EAM
BYO
ND
TYP
MET
AL
GRA
TETY
PICA
L
TUBE
BEA
M
TUBE
CO
LBE
YON
D
CAN
OPY
±0"
2 [1
st F
LOO
R]
±0"
2 [1
st F
LOO
R]
+8'-8
"3
CAT
WAL
K+8
'-8"
3 C
ATW
ALK
+17'
-0"
4 [2
nd F
LOO
R]
+17'
-0"
4 [2
nd F
LOO
R]
+28'
-0"
5 [3
rd F
LOO
R]
+28'
-0"
5 [3
rd F
LOO
R]
+39'
-0"
6 [4
th F
LOO
R]
+39'
-0"
6 [4
th F
LOO
R]
+50'
-0"
7 [5
th F
LOO
R]
+50'
-0"
7 [5
th F
LOO
R]
+61'
-0"
8 [6
th F
LOO
R]
+61'
-0"
8 [6
th F
LOO
R]
+72'
-0"
9 [7
th F
LOO
R]
+72'
-0"
9 [7
th F
LOO
R]
+86'
-0"
10 R
OO
F+8
6'-0
"10
RO
OF
2406
TA
NG
LEY
HO
UST
ON
, TE
XA
S
MO
RN
ING
SID
E M
AN
SIO
NS
DESIGN DEVELOP
10
Issued:
Revised:
'MANSI
ON F
LAT'
CONCE
PT, &
ALL
DRA
WIN
GS, NOTE
S, D
ETAIL
S, A
ND S
PECI
FICA
TIONS
ARE
COPY
RIGH
TED P
ROPE
RTY
AND M
AY
NOT
BE U
SED O
R RE
PRODUCE
D W
ITHOUT
THE
EXPR
ESS
WRI
TTEN
CONSE
NT
OF
TOURE
LLE
VENTU
RES
[CO
H 1
3071
992]
7/23/2014: PROGRESS UPLOAD
A B C D
E
F
12'-11/2" 32'-4" 10'-51/2" 19'-9" 5'-10"
±0"2 [1st FLOOR]
±0"2 [1st FLOOR]
+8'-8"3 CATWALK
+8'-8"3 CATWALK
+17'-0"4 [2nd FLOOR]
+17'-0"4 [2nd FLOOR]
+28'-0"5 [3rd FLOOR]
+28'-0"5 [3rd FLOOR]
+39'-0"6 [4th FLOOR]
+39'-0"6 [4th FLOOR]
+50'-0"7 [5th FLOOR]
+50'-0"7 [5th FLOOR]
+61'-0"8 [6th FLOOR]
+61'-0"8 [6th FLOOR]
+72'-0"9 [7th FLOOR]
+72'-0"9 [7th FLOOR]
+86'-0"10 ROOF
+86'-0"10 ROOF
1 E-W 1/8" = 1'-0"
