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

MORNINGSIDE MANSIONS

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Page 1: MORNINGSIDE MANSIONS

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

Page 2: MORNINGSIDE MANSIONS

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

Page 3: MORNINGSIDE MANSIONS

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

Page 4: MORNINGSIDE MANSIONS

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

Page 5: MORNINGSIDE MANSIONS

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

8" CURB ATSLAB EDGE

EMERGENCY STAIR #1

Page 6: MORNINGSIDE MANSIONS

6

Wed

nesd

ay, J

uly

23, 2

014

S-1

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]

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

Page 7: MORNINGSIDE MANSIONS

7

Wed

nesd

ay, J

uly

23, 2

014

S-2

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]

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

Page 8: MORNINGSIDE MANSIONS

8

Wed

nesd

ay, J

uly

23, 2

014

S-3

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]

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

Page 9: MORNINGSIDE MANSIONS

9

Wed

nesd

ay, J

uly

23, 2

014

S-4

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]

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

Page 10: MORNINGSIDE MANSIONS

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"