BATH

101.2

KITCH

EN 101.3

101.1

SPRINKLER RM. 108

KITCH

ENBA

TH #

1

STUD

IO/ D

ININ

G

OE

OE

OE

OE

OE OE OE OE

112B

144X96

116C

30X48

03/A3.01

01/A3.02

01/A3.01

02/A3.02

22A

7.04

09A

7.04

M5

M5

M5

M5

M5

S1

M4

M4

M1

M1

M3

M3

M3

M3

M6

M3

N2

N2

N2

N2

M3

M1

G1

M2

S1

M3

M3

G1

M1

M2

03A4.01

01A

4.02

02A4.01

01A4.01

02A

4.0209

A4.03

03A

4.0213

A4.03

142'-6"

10"17'-8"

4'-6"14'-1"

8'-10"8'-6 12 "

6"6'-0"

5'-4"5'-2"

2'-6"4'-0"

10'-10"8"

3'-6"2'-0"

17'-0"4'-6"

3'-0"17'-0

12 "5 12 "

129'-0"

16'-618"5'-31

2"11'-0"8'-612"51

2"4'-6"8'-4"2'-9"4'-5"9'-912"4'-81

2"5'-6"2'-1"4'-812"12'-8"51

2"10'-7"14'-012"51

2"

3'-1112 "

1'-7"

1'-412"

10.2

11.18.1

16.1

10.3

14.1

14.2

10.4

10.3

10.3

S1

2.32.3

2.3

2.3

2.3

2.3

2.3

2.3

2.3

3.10

2.10

N1

N1

117

48X72

118

48X72

File:

Set:D

ate:Project N

o.:

U r b a n D e s i g nU r b a n D e s i g n

718 12 Congress, Suite 200

Austin, Texas 78701

512.472.0650 (v)512.472.0665 (f)w

ww

.haileyjohnsonarchitects.cominfo@

haileyjohnsonarchitects.com A r c h i t e c t u r eA r c h i t e c t u r e

A

A

H E

R C

I L

H

Y I N

CI T

J

E

HO

I n t e r i o r sI n t e r i o r s

T

S O

S

N

JE R

SI TER G

T

T S

A

ECYOR E

IA S

TCET

LIA

HH

TF

XE

I I IYE

ARC

YA EO 17485

D

WATERSTREET LOFTS

WATERSTREET PARTNERS, LTD.0444

CD

10.19.05 1601 EAST CESAR CHAVEZ© 2005 Hailey Johnson Architects, LLP

10.19.05C

D PERM

IT ISSUE

01.09.06C

ON

STRUC

TION

SET

01.25.06C

ON

STRUC

TION

SET 2

LEVEL 01C

OM

POSITE PLA

N

A1.01

0444-A-1.01.D

WG

1/2" = 1'-0"

HA

ND

ICA

PPED SIG

NA

GE

03

PARK

ING

SUM

MA

RY02

UN

IT STAIR D

ATA

UN

ITRISER D

ATA

C1

18 @ 11" EA

. = 16'-6"

C3

LW1

19 @ 6 15/16" EA

. = 11'-0"

M1

M2

18 @ 11" EA

. = 15'-7"

M3

M4

M5

M6

M7

TYPEFU

LLFU

LLFU

LL

FULL

FULL

FULL

TREAD

DA

TAD

ETAILS

P2A

15 @ 11" EA

. = 13'-9"

14 @ 11" EA

. = 12'-10"

19 @ 6 15/16" EA

. = 11'-0"

SPIRAL

04, 08/A7.03

04, 08/A7.03

18 @ 11" EA

. = 16'-6"

19 @ 6 15/16" EA

. = 11'-0"

04, 08/A7.03

17/A7.01

12 @ 9" EA

. = 9'-0"

16 @ 7 1/8" EA

. = 9'-6"

11

15 @ 7 3/16" EA

. = 9'-0"

15 @ 11" EA

. = 13'-9"

16 @ 7 1/8 EA

. = 9'-6"

04, 08/A7.03

04, 08/A7.03

04, 08/A7.03

P2BH

ALF

4 @ 11" EA

. = 3'-8"

5 @ 7 3/16" EA

. = 3'-0"

11/A7.03

15 @ 7 5/8" EA

. = 9'-6"

12 @ 11" EA

. = 12'-0"

13 @ 7 3/8" EA

. = 8'-0"

04, 08/A7.03

FULL

14 @ 11" EA

. = 12'-10"

P1H

ALF

5 @ 7 3/16" EA

. = 3'-0"

11/A7.03

4 @ 11" EA

. = 3'-8"

90 DEG

REE90 D

EGREE

14 @ 7 11/16" EA

. = 9'-0"

04, 08/A7.03

04, 08/A7.03

14 @ 7 11/16" EA

. = 9'-0"

13 @ 11" EA

.13 @

11" EA.

04, 08/A7.03

FULL

PARK

ING

SPAC

ES REQU

IREDPER N

MU

B 25-2-1504

RESIDEN

TIAL

1.5 SPAC

ES PER 1-BEDRO

OM

UN

IT25 U

NITS X 1.5 =

37.5 SPAC

ES

2 SPAC

ES PER 2-BEDRO

OM

UN

IT0 U

NITS X 2 =

0 SPAC

ES

CO

MM

ERCIA

L1 SPA

CE PER 500 SQ

. FT3750 SF / 500 =

7.5 SPAC

ES

TOTA

L = 45 SPA

CES

MA

X. CO

MPA

CT SPA

CES =

30%45 X .30 =

14

2 AC

CESSIBLE PA

RKIN

G SPA

CES

PROVID

ED

37.5

07.5

45

142

1

2

2

2

2

11.15.05A

DD

END

UM

01 - C

ON

TRAC

TOR PRIC

ING

01.04.06A

DD

END

UM

02 - C.O

.A.

PLAN

REVIEW RESPO

NSE

12

LEVEL 01 CO

MPO

SITE PLAN

011/8" =

1'-0"

201B

34X80

LAU

ND

RYBATH

BEDRO

OM

DIN

ING

LIVING

210G

24X80

DIN

ING

PORC

H

KITCH

EN

M. BED

ROO

M

W.I.C

.M

. BATHBATH

2

LIVING

BEDRO

OM

W.I.C

.

BATH

#2

LIVING

BEDRO

OM

W.I.C

.

BATH

#2

LIVING

BEDRO

OM

W.I.C

.

BATH

#2

LIVING

STUD

IO

105F

30X48

105G

2-24X80

105H

2-24X80

STUD

Y

KITCH

EN

LIVING

/ DIN

ING

/ BEDRO

OM

15.2

MEC

HA

NIC

AL

BATH

STUD

Y

KITCH

EN

LIVING

/ DIN

ING

/ BEDRO

OM

15.2

MEC

HA

NIC

AL

BATH

STUD

Y

KITCH

EN

LIVING

/ DIN

ING

/ BEDRO

OM

15.2

MEC

HA

NIC

AL

BATH

STUD

IO

STUD

Y

KITCH

EN

LIVING

/ DIN

ING

/ BEDRO

OM

15.2

MEC

HA

NIC

AL

BATH

W.I.C

.

LIVING

/ DIN

ING

/ BEDRO

OM

KITCH

EN

BATH

104E

32X80

103E

32X80

102E

32X80

103I

16X80

103I

16X80

103I

16X80

212

36X84

225

(2) 36X48

03/A3.01

01/A3.02

01/A3.01

02/A3.02

19A

7.04

13A

7.04

07A

7.04

21A

7.04

24A

7.04

11A

7.04

06A

7.04

02A

7.04

05A

7.0404

A7.04

03A

7.04

17A

7.04

22A

7.04

15A

7.04

01A

7.04

17A

7.04

23A

7.0410A

7.04

08A

7.04

AAAAAAAA

S1

G1 S1

N2

N2

N2

N2

N2

N2

S1 S1 S1

S1

G1

M2

G1

M2N1

N6

N3

N5

N1

N1

N1

N1

N1

N5

N2 N2 N2 N2

N2

N2

S1

N1

N3 N3 N3 N3 N3 N3 N3

N1N1

N1

N1

N1

N1

N1

N5

N5

N2

S1

S1

S1

S1

N6

N6

N1

03A4.01

01A

4.02

02A4.01

01A4.01

02A

4.0209

A4.03

03A

4.0213

A4.03

142'-6"

10"17'-8"

4'-6"14'-1"

8'-10"8'-6

12 "6"

6'-0"5'-4"

5'-2"2'-6"

4'-0"10'-10"

8"3'-6"

2'-0"17'-0"

4'-6"3'-0"

17'-012 "

5 12 "

129'-0"

16'-618"5'-31

2"11'-0"8'-612"51

2"4'-6"8'-4"2'-9"4'-5"9'-912"4'-81

2"5'-6"2'-1"4'-812"12'-8"51

2"10'-7"14'-012"51

2"

3'-1112 "

1'-7"

1'-412"

10.2

8.1

5.11

02A

1.03

S1

S1

S1 S1 S1 S1

S1

S1

S115.3

2.1: EXISTING

TREE TO BE PRESERVED

. REFER TO TREE PRO

TECTIO

N SPEC

IFICA

TION

S2.2: N

EW A

LLEY PAVEM

ENT (REFER TO

CIVIL)

2.3: CO

NC

RETE BOLLA

RD PER D

ETAILS

2.4: ASPH

ALT

2.5: ARBO

R PIER/TRELLIS2.6: PLA

NTED

AREA

(REFER TO LA

ND

SCA

PE PLAN

S)2.7: 6 FT. H

IGH

CED

AR FEN

CE

2.8: DU

MPSTER SC

REEN (8' H

IGH

, 8" CM

U M

ASO

NRY)

2.9: GA

TE WITH

CO

URTYA

RD PERIM

ETER FENC

E 2.10: M

ETAL BIC

YCLE RA

CK PER C

IVIL2.11: W

ATER W

ALL/FO

UN

TAIN

- SUPPLY W

ATER TO

BE INC

LUD

ED IN

BASE BID

2.12: PARKIN

G PERIM

ETER FENC

E2.13: C

OU

RTYARD

PERIMETER FEN

CE

3.1: CO

NC

RETE WH

EEL STOP

3.2: HA

ND

ICA

P RAM

P / AC

CESS

3.3: LAYD

OW

N C

URB

3.4: RAISED

CU

RB

4.1: 8 FT. HIG

H C

MU

PYLON

4.4: 6 FT HIG

H FREESTA

ND

ING

CM

U W

ALL -G

AS M

ETER LOC

ATIO

N

5.1: PARKIN

G C

OVER A

BOVE

5.2: ENTRY PERG

OLA

5.11: ROO

F AC

CESS LA

DD

ER

8.1: SMO

KE GU

ARD

ROLL-D

OW

N PRO

TECTIVE FILM

FOR ELEVA

TOR SH

AFT, W

IRED TO

FIRE ALA

RM SYSTEM

10.1: AD

A PA

RKING

SIGN

10.2: SEMI-REC

ESSED FIRE EXTIN

GU

ISHER C

ABIN

ET10.3: SU

RFAC

E-MO

UN

TED FIRE EXTIN

GU

ISHER C

ABIN

ET10.4: FIRE D

EPT CO

NN

ECTIO

N - C

ON

FIRM LO

CA

TION

WITH

FIRE DEPT

10.5: CLA

SS 1 STAN

DPIPE - SEE PLU

MBIN

G

11.1: FREESTAN

DIN

G M

AILBO

X UN

IT

14.1: ELEVATO

R SUM

P PIT14.2: ELEVA

TOR PIT LA

DD

ER

15.2: WA

TER HEA

TER MO

UN

TED O

N PLA

TFORM

ABO

VE. REF. DETA

IL 03/A7.03

15.3: WA

TER HEA

TER AN

D PLA

TFORM

SUSPEN

DED

FROM

STRUC

TURE A

BOVE. SEE STRU

CTU

RAL D

ETAIL.

16.1: FIRE ALA

RM C

ON

TROL PA

NEL - SEE ELEC

TRICA

L

KEYNO

TES - SITE & C

OM

POSITE PLA

NS

GA

LVALU

ME EXTERIO

R WA

LL (1 HR, U

419)5/8" G

YP. BD.

6" STEEL STUD

1/2" DEN

S-GLA

SS GYP. BD

.7/8" C

ORRU

GA

TED M

ETAL SID

ING

PAN

EL

STUC

CO

EXTERIOR W

ALL (1 H

R, U 419)

5/8" GYP. BD

.6" STEEL STU

D1/2" D

ENS-G

LASS G

YP. BD.

7/8" STUC

CO

WA

LL TYPE LEGEN

D

INTERIO

R WA

LL (1 HR, U

419)

5/8" GYP. BD

.6" STEEL STU

D5/8" G

YP. BD.

INTERIO

R WA

LL (1 HR, U

420)

5/8" GYP. BD

.3 5/8" STEEL STU

D1 1/2" A

IRSPAC

E3 5/8" STEEL STU

D5/8" G

YP. BD.

CM

U W

ALL (2 H

R, U 905)

8" X 8" X 16" STRUC

TURA

L CO

NC

RETE MA

SON

RY UN

ITIN

TERIOR A

ND

EXTERIOR SEA

LED

STON

E VENEER O

N C

MU

WA

LL (2 HR, U

906)6" X 8" X 16" STRU

CTU

RAL C

ON

CRETE M

ASO

NRY U

NIT

2" AIRSPA

CE

4" STON

E VENEER

INTERIO

R WA

LL (1 HR, U

419)

5/8" GYP. BD

.3 5/8" STEEL STU

D5/8" G

YP. BD.

INTERIO

R WA

LL, NO

N-RA

TED

5/8" GYP. BD

.6" STEEL STU

D5/8" G

YP. BD.

M2

M1

LAYERS LISTED

FROM

INTERIO

R TO EXTERIO

R. REF. A7.03.

M4

M3

S1

G1

N4

FIRE STAIR SH

AFT W

ALL (2 H

R, U 411)

2 LAYERS 5/8" G

YP. BD.

7/8" STEEL CH

AN

NELS

6" STEEL STUD

2 LAYERS 5/8" G

YP. BD.

ELEVATO

R SHA

FT WA

LL (1 HR, U

415)

2 1/2" C-H

STUD

W/ 1" G

YP. BD. LIN

ER PAN

EL7/8" STEEL C

HA

NN

ELS5/8" G

YP. BD.

N6

N5

STON

E VENEER W

ALL (1 H

R, U 419)

5/8" GYP. BD

.6" STEEL STU

D1/2" D

ENS-G

LASS SH

EATH

ING

1" AIRSPA

CE

4" STON

E VENEER

BRICK VEN

EER WA

LL (1 HR, U

419)5/8" G

YP. BD.

6" STEEL STUD

1/2" DEN

S-GLA

SS SHEA

THIN

G13/8" A

IRSPAC

E3 5/8" BRIC

K VENEER

N1

N3

N2

INTERIO

R WA

LL (NO

N-RA

TED)

5/8" GYP. BD

.3 5/8" STEEL STU

D5/8" G

YP. BD.

FURRED

INTERIO

R WA

LL (NO

N-RA

TED)

5/8" GYP. BD

.3 5/8" STEEL STU

D1" A

IRSPAC

EFA

CE O

F AD

JAC

ENT W

ALL FIN

ISH

N8

N7

STUC

CO

ON

CM

U W

ALL (2 H

R, U 906)

8" X 8" X 16" STRUC

TURA

L CO

NC

RETE MA

SON

RY UN

IT7/8" STU

CC

O

STEEL STUD

ON

CM

U W

ALL (2 H

R, U 906)

8" X 8" X 16" STRUC

TURA

L CO

NC

RETE MA

SON

RY UN

IT1 3/4" A

IRSPAC

E3 5/8" STEEL STU

D5/8" G

YP. BD.

M5

M6

8'-8"

APPRO

X. 1/2" PER FT SLOPE

4" RISE / 104" RUN

= 3.8 %

SLOPE

CRO

SS SLOPE N

OT TO

EXCEED

2 %1/8" PER FTSLO

PE

CO

NC

. RAM

P

A1.03

File:

Set:D

ate:Project N

o.:

U r b a n D e s i g nU r b a n D e s i g n

718 12 Congress, Suite 200

Austin, Texas 78701

512.472.0650 (v)512.472.0665 (f)w

ww

.haileyjohnsonarchitects.cominfo@

haileyjohnsonarchitects.com A r c h i t e c t u r eA r c h i t e c t u r e

A

A

H E

R C

I L

H

Y I N

CI T

J

E

HO

I n t e r i o r sI n t e r i o r s

T

S O

S

N

JE R

SI TER G

T

T S

A

ECYOR E

IA S

TCET

LIA

HH

TF

XE

I I IYE

ARC

YA EO 17485

D

WATERSTREET LOFTS

WATERSTREET PARTNERS, LTD.0444

CD

10.19.05 1601 EAST CESAR CHAVEZ© 2005 Hailey Johnson Architects, LLP

10.19.05C

D PERM

IT ISSUE

01.09.06C

ON

STRUC

TION

SET

01.25.06C

ON

STRUC

TION

SET 2

LEVEL 02C

OM

POSITE PLA

N

0444-A-1.03.D

WG

1/8" = 1'-0"

LEVEL 02 CO

MPO

SITE PLAN

01U

NIT STA

IR DA

TAU

NIT

RISER DA

TAC

118 @

11" EA. =

16'-6"C

3LW

119 @

6 15/16" EA. =

11'-0"M

1M

2

18 @ 11" EA

. = 15'-7"

M3

M4

M5

M6

M7

TYPEFU

LLFU

LLFU

LL

FULL

FULL

FULL

TREAD

DA

TAD

ETAILS

P2A

15 @ 11" EA

. = 13'-9"

14 @ 11" EA

. = 12'-10"

19 @ 6 15/16" EA

. = 11'-0"

SPIRAL

04, 08/A7.03

04, 08/A7.03

18 @ 11" EA

. = 16'-6"

19 @ 6 15/16" EA

. = 11'-0"

04, 08/A7.03

17/A7.01

12 @ 9" EA

. = 9'-0"

16 @ 7 1/8" EA

. = 9'-6"

11

15 @ 7 3/16" EA

. = 9'-0"

15 @ 11" EA

. = 13'-9"

16 @ 7 1/8 EA

. = 9'-6"

04, 08/A7.03

04, 08/A7.03

04, 08/A7.03

P2BH

ALF

4 @ 11" EA

. = 3'-8"

5 @ 7 3/16" EA

. = 3'-0"

11/A7.03

15 @ 7 5/8" EA

. = 9'-6"

12 @ 11" EA

. = 12'-0"

13 @ 7 3/8" EA

. = 8'-0"

04, 08/A7.03

FULL

14 @ 11" EA

. = 12'-10"

P1H

ALF

5 @ 7 3/16" EA

. = 3'-0"

11/A7.03

4 @ 11" EA

. = 3'-8"

90 DEG

REE90 D

EGREE

14 @ 7 11/16" EA

. = 9'-0"

04, 08/A7.03

04, 08/A7.03

14 @ 7 11/16" EA

. = 9'-0"

13 @ 11" EA

.13 @

11" EA.

04, 08/A7.03

FULL

1/4" = 1'-0"

TERRAC

E RAM

P ENLA

RGED

PLAN

02

1

2

2

2

2

2

11.15.05A

DD

END

UM

01 - C

ON

TRAC

TOR PRIC

ING

01.04.06A

DD

END

UM

02 - C.O

.A.

PLAN

REVIEW RESPO

NSE

12

1/2" = 1'-0"

GU

ARD

RAIL ELEVA

TION

03

1/2" = 1'-0"

GU

ARD

RAIL ELEVA

TION

04

1/2" = 1'-0"

GU

ARD

RAIL ELEVA

TION

05