09_j Archl DWGs 10of12sp.pdf

C R

UP

UP

DN

DN

UP

CR

DN

UP

DN

F.3

E.3

F1

83-A-440

EXIT STAIR (1)

B1A007

2.3

E6 c

E6 c

H3

G1

H3

H3

LIGHT FIXTURE

REFER ELECTRICAL

B1

83-A-441 83-A-453

F4

Sim

83-A-453

F2

R

1' - 0"

STRUCTURAL OPENING

9' - 7"

1' - 0"

4' - 2"

2HR RATED

FLOOR DOOR

T

R E

A D

S

1"

2'

5'

1/

2"

3 1/2"

4' - 2" 8" 4' - 2"

3 1/2"

11' - 7"

5"

1/ 2"

GATE TO

FLOOR DOOR

STAND PIPE

1'

1' - 5"

83-A-440

D8

H3

11' - 7"

1'

1"

F.3

E.3

F1

83-A-440

EXIT STAIR (1)

1A003

2.3

H3

H3 H3

H3

E6 c

E6 c

H3

LIGHT FIXTURE

REFER ELECTRICAL

H3 H3

R

' - 2

1' - 0" STRUCTURAL OPENING

9' - 7"

1' - 0"

/2

S T

R U

C T

U R

A L

O P

E N

IN

G

/2

1'

3 1/2"

4' - 2" 8" 4' - 2"

3 1/2"

5"

T

R E

A D

S

1"

1'

6'

1/

2"

T

R E

A D

S

1"

2'

4'

1/

2"

11' - 7"

2"

SLAB EDGE

/2

2"

1'

" 1'

STAND PIPE

1'

/8

83-A-440

D8

G1 G1

11' - 7"

1'

1'

1"

F.3

E.3

F1

83-A-440

EXIT STAIR (1)

2A003

2.3

E6 c

E6 cG1

H3

H3

H3

G1

LIGHT FIXTURE

REFER ELECTRICAL

H3 H3

/2

S T

R U

C T

U R

A L

O P

E N

IN

G

/2

1'

T

R E

A D

S

1"

2'

4'

1/

2"

11' - 7" 1' - 0"

STRUCTURAL OPENING

9' - 7"

1' - 0"

3 1/2"

4' - 2" 8" 4' - 2"

3 1/2"

5"

R

2"

SLAB EDGE

T

R E

A D

S

1"

1'

4'

1/

2"

/2

1'

1'

1'

1'

STAND PIPE

83-A-440

D8

H3 H3

11' - 7"

1'

1"

F.3

E.3

F1

83-A-440

EXIT STAIR (1)

3A003

2.3

ROOF ACCESS DOOR

INDUSTRIAL STAIR

CONCRETE ON METAL DECK.

BY STAIR MANUFACTURER

11' - 7"

6' - 0"

4" 11 1/2"

1' - 3 1/2"

T

R E

A D

S

7'

6'

/2

6"

2"

SLAB EDGE

/2

S T

R U

C T

U R

A L

O P

E N

IN

G

/2

1'

" 3 1/

2" 5'

T R

E A

D S

1"

1'

4'

/2

11 1/2"

1'

LIGHT FIXTURE

REFER ELECTRICAL

E6 c

E6 c

H3

H3

G1

5'

2' - 7" 2' - 2 1/2"

11' - 7"

1'

LEVELB1

519' - 3"

LEVEL01

535' - 3"

LEVEL02

552' - 9"

PENTHOUSE

568' - 9"

ROOF LEVEL

588' - 9"

F.3

T.O. STAIR

577' - 9"

E.3

3'

9'

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

8'

8'

ROOF ACCESS DOOR BEYOND

ROOF ACCESS DOOR

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

INDUSTRIAL STAIR

83-A-443

F1

83-A-452

F1 Sim

ROOF T.O.P.F.

592' - 4"

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

RATED WALL (2 HOURS)

LIGHT FIXTURE

REFER ELECTRICAL

83-A-452

F8 Sim

83-A-441

B1

83-A-452

B8 Sim

83-A-452

F5 Sim

83-A-452

F6 Sim

11' - 8 1/2"

PIPE BASEMENT

N|A

83-A-453

C8 Sim

RATED WALL (2 HOURS)

RATED WALL (2 HOURS)

8'

544' - 0"

560' - 9"

8'

8'

0"

8'

LIGHT FIXTURE

REFER ELECTRICAL

5'

6'

LIGHT FIXTURE

REFER ELECTRICAL

M7 c

50°

OH

30' - 2"

HANGER ATTACHED

TO STRUCT ABOVE

BY STAIR MANUF.

HANGER ATTACHED

TO STRUCT ABOVE

BY STAIR MANUF.

F.3

E.3

F1

83-A-440

2.3

FIRE RATED HATCH

ABOVE

LADDER

B1

83-A-441

511' - 2"

ACCESS DOOR

/8

4'

/2

8'

/4

3' - 5"

1' - 9 3/4"

M7 c

4' - 3 1/8"

11' - 7"

F.3

E.3

F1

83-A-440

2.3

EXIT STAIR (1)

3A003

ROOF ACCESS DOOR

3A

3C

INDUSTRIAL STAIR

1/ 2"

/2

6' - 1"

T

R E

A D

S

1"

6'

/2

2' - 2 1/2"

1 1/2"

11 5/8"

4 3/8"

STAIR MAUNFACTURER

LANDING

LIGHT FIXTURE

REFER ELECTRICAL

E6 c

E6 c

577' - 9"

579' - 3"

E3 c

11' - 7"

FLOOR PLAN LEGEND

SYMBOL DESCRIPTION

0 HR SMOKE TIGHT WALL

1 HR FIRE WALL

1 HR FIRE/SMOKE WALL

2 HR FIRE WALL

2 HR FIRE/SMOKE WALL

FIRE RATED WALL TYPES

CONSTRUCTION EXPANSION JOINT EJ - EJ - EJ - EJ - EJ - EJ

NOT IN CONTRACT

XXXXX DOOR TAG

WINDOW TAGXX

LEVEL01

535' - 3"

LEVEL02

552' - 9"

PENTHOUSE

568' - 9"

T.O. STAIR

577' - 9"

F1

83-A-440 2.3

B1

83-A-441

RIBBON

WINDOW

RIBBON

WINDOW

RIBBON

WINDOW

RIBBON

WINDOW

METAL

RAILING

METAL

RAILING

METAL

RAILING

7'

8'

8'

8'

8'

9'

9'

"LIGHT FIXTURE

REFER ELECTRICAL

11' - 7"

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :2

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-440

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - STAIR PLANS AND SECTIONS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 1/4" = 1'-0"C7

PLAN @ EXIT STAIR 1 - AREA A -

LEVEL B1

SCALE: 1/4" = 1'-0"F5

PLAN @ EXIT STAIR 1 - AREA A -

LEVEL 01

SCALE: 1/4" = 1'-0"C6

PLAN @ EXIT STAIR 1 - AREA A -

LEVEL 02

SCALE: 1/4" = 1'-0"F4

PLAN @ EXIT STAIR 1 - AREA A -

PENTHOUSESCALE: 1/4" = 1'-0"F1 SECTION @ EXIT STAIR 1 - AREA A

0' 8'2' 4' 16'

BF

C

D

G

A E

SCALE: 1/4" = 1'-0"F7

PLAN @ EXIT STAIR 1 - AREA A -

LEVEL B2

SCALE: 1/4" = 1'-0"C4

PLAN @ EXIT STAIR - AREA A -

T.O. STAIR

SCALE: 1/4" = 1'-0"D8 ELEVATION @ EXIT STAIR 1

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

I II

05/06/2021

CR

UP

M

C R

DN

UP

UP

UP

M.6 N

C4

83-A-441

4.9

EXIT STAIR (3)

B1D001

E6 c

E6 c

E6 c

H3

E6 c

LIGHT FIXTURE

REFER ELECTRICAL 4'

4' - 7"

3 1/2"

11 5/8"

3 1/2"

STRUCTURAL OPENING

11' - 3 1/2"

16' - 10"

4' - 6"

1' - 8 1/2"

4' - 6"

1' - 5 1/2"

R

1'

/2

4'

T

R E

A D

S

1"

2'

1'

/2

5'

T

R E

A D

S

1"

1'

1'

STAND PIPE

83-A-452

B4 Sim

M.6 N

C4

83-A-441

4.9

EXIT STAIR (3)

1D020

C7

83-A-441

ROOF HATCH

ABOVE

GATE

INDUSTRIAL STAIR

E6 c

E6 c

E6 c

E6 c

LIGHT FIXTURE

REFER TO ELECTRICAL

LIGHT FIXTURE

REFER TO ELECTRICAL

CONCRETE ON METAL DECK

BY STAIR MANUFACTURER

S T

R U

C T

U R

A L

O P

E N

IN

G

/2

11 5/8"STRUCTURAL OPENING

11' - 3 1/2"4' - 7"

10' - 10 7/8"

SLAB EDGE

16' - 10"

3 1/2"

4' - 6"

1' - 8 1/2"

4' - 6"

3 1/2"

T

R E

A D

S

2' - 1 1/2"10 TREADS @ 8" = 6' - 8"8' - 0 1/2"

1'

1'

1'

STAND PIPE

LEVELB1

519' - 3"

LEVEL01

535' - 3"

POD ROOF (VARIES)

551' - 3"

4.9

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

DOOR BEYOND

INDUSTRIAL STAIR

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

/2

8'

83-A-452

F6 Sim

POD T.O.P.F.

553' - 4"

7'

/4

2'

83-A-441 C2

8'

2'

ROOF HATCH

83-A-452

F5 Sim

FLOOR PLAN LEGEND

SYMBOL DESCRIPTION

0 HR SMOKE TIGHT WALL

1 HR FIRE WALL

1 HR FIRE/SMOKE WALL

2 HR FIRE WALL

2 HR FIRE/SMOKE WALL

FIRE RATED WALL TYPES

CONSTRUCTION EXPANSION JOINT EJ - EJ - EJ - EJ - EJ - EJ

NOT IN CONTRACT

XXXXX DOOR TAG

WINDOW TAGXX

N C4

83-A-441

INDUSTRIAL STAIR

E

Q U

A L

R

IS

E R

S

/2

ROOF HATCH83-A-561

B1

7'

1/ 8"

LIGHT FIXTURE

REFER ELECTRICAL

GATE

50°

83-A-453F4

LEVELB1

519' - 3"

F.3

6'

/2

2HR RATED

ACCESS DOOR TO

PIPE BASEMENT

2HR RATED FLOOR ACCESS DOOR; SHOWN IN OPEN

POSITION; FIELD VERIFY AND COORDINATE DOOR

SWING OPENING DIMENSIONAL CLEARANCE TO

UNDERSIDE OF STAIR PRIOR TO ORDER PLACEMENT

FOR 2 HR RATED FLOOR ACCESS DOOR UNIT

GATE TO

FLOOR ACCESS

DOOR

LADDER

VERTICAL RAILS

2' - 0" CLEAR BETWEEN

E12

WALL

DRAIN

D1

83-A-441

SLOPE DOWN

TO DRAIN AT 3:1 SLOPE ±

STEEL GUARDRAIL

500' - 0"

500' - 6"

HANDRAIL

2'

- 1

0"

7 R

IS

ERS @

6"

6 T

READS @

6'

0"

4'

- 4

R

IS

ERS @

6"

9 T

READS @

9'

0"

506' - 10"

510' - 3"

501' - 1"

1' - 0"D2

83-A-441

8'

- 1

12' - 1 1/2"

4' - 0"

4'

- 4

8' - 0"

4' - 0"

TOP OF POTABLE WATER TANK

510' - 3"

1' - 0"

0"

C4

83-A-441

527' - 10"

G T5 RG

RIBBION WINDOW

LIGHT FIXTURE

REFER ELECTRICAL

STAND PIPE

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :3

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-441

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - STAIR PLANS AND SECTIONS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 1/4" = 1'-0"F7 TYPICAL PLAN @ POD EXIT STAIR - LEVEL B1

SCALE: 1/4" = 1'-0"F5 TYPICAL PLAN @ POD EXIT STAIR - LEVEL 01

SCALE: 1/4" = 1'-0"C4 TYPICAL SECTION @ POD EXIT STAIR

0' 8'2' 4' 16'

BF

C

D

G

A E

SCALE: 1/4" = 1'-0"C7

TYPICAL SECTION @ INDUSTRIAL

STAIR TO POD ROOF

SCALE: 1/4" = 1'-0"B1 SECTION @ STAIR NO. 1 - B2 ACCESS

SCALE: 1/4" = 1'-0"F1 PLAN @ MUD SLAB - AREA B

SCALE: 1/4" = 1'-0"D1 SECTION @ B2 STAIR

SCALE: 1/4" = 1'-0"C2

ELEVATION @ LANDING

RAILING

SCALE: 1/4" = 1'-0"D2 SECTION @ B2 STAIR - RAILING

(OPPOSITE HAND AT EXIT STAIRS #2 & #6)(OPPOSITE HAND AT EXIT STAIRS #2 & #6)

(OPPOSITE HAND AT EXIT STAIRS #2 & #6)(OPPOSITE HAND AT EXIT STAIRS #2 & #6)(OPPOSITE HAND AT EXIT STAIRS #2 & #6)

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

UP

C R

CR

UP

C R

UP

DN

C R

PP

PP CR

PP

UP DN

E J

EJ EJ

DN

C R

DN

UP

15 16

F3

83-A-443

EXIT STAIR (7)

B2B001

M7 c

M c

M7 c

M c

M7 c M7 c

M c

H3 E.5

D.4

F7

83-A-443

LADDER

WITH CAGE

VAULT - FIRE WATER

N|A

12' - 0"

2HR RATED HATCH

ABOVE

1' - 4" 1' - 1"

3 1/2"

STRUCTURAL OPENING

9' - 7" 3 1/2"

1/

2" 1'

1'

1/

2"

R 4' - 2"

R

6'

T

R E

A D

S

1"

2'

1/

2"

4'

4'

T

R E

A D

S

1"

STAND PIPE

1'

/8

9"

B2B003

B2B001

B 2B

2D

1'

1'

1"

15 16 16.2

F3

83-A-443

EXIT STAIR (7)

B1B011

E6 cE6 c

E6 c

H3

M c

LIGHT FIXTURE

REFER ELECTRICAL

E.5

D.8

D.4

F7

83-A-443

2HR RATED

FLOOR HATCH

-A

-4

F4

Sim

SLAB EDGE

GATE TO B2

LEVEL

1/

2"

5"

5'

T

R E

A D

S

1"

1'

2"

S T

R U

C T

U R

A L

O P

E N

IN

G

/2

5'

1/ 2"

T

R E

A D

S

1"

2'

4'

1/

2"

1' - 4" 12' - 0"

1' - 1"

STRUCTURAL OPENING

9' - 7" 3 1/2"

4' - 2" 8" 4' - 2"

3 1/2"

R

2" S

LA

B

6'

1'

H3

STAND PIPE

2'

10"

B 1B

1B

B1B011A

1'

1"

15 16

F3

83-A-443

EXIT STAIR (7)

1B050

E6 c

E6 c

E6 c

H3

H3

H3

H3

LIGHT FIXTURE

REFER ELECTRICAL

E.5

D.4

1'

1/

2"

SLAB EDGE

S T

R U

C T

U R

A L

O P

E N

IN

G

/2

5'

/2

4'

T

R E

A D

S

1"

3'

2"

12' - 0"

1' - 4" 1' - 1"

STRUCTURAL OPENING

9' - 7" 3 1/2"

4' - 2" 8" 4' - 2"

3 1/2"

5"

1/

2"

5'

T

R E

A D

S

1"

1'

7'

/2

R

1'

" 1'

1'

H3

STAND PIPE

-A -4

D7

1B050

15 16

F3

83-A-443

EXIT STAIR (7)

2B026

E6 c

E6 c

E6 c

H3 H3

H3

H3

LIGHT FIXTURE

REFER ELECTRICAL

E.5

D.4

12' - 0"

SLAB EDGE

1'

5'

1/ 2"

S T

R U

C T

U R

A L

O P

E N

IN

G

/2

1/

2" 4'

T R

E A

D S

1"

2'

2"

1/

2"

5'

T

R E

A D

S

1"

1'

2"

5'

1/ 2"

1' - 4" 1' - 1"

STRUCTURAL OPENING

9' - 7" 3 1/2" 3 1/2"

4' - 2"8"4' - 2"

5"

R

1'

1'

" 1'

H3

STAND PIPE

F1

83-A-563

B8

83-A-563

SIM

-A

-4

D7

2B026

15 16

F3

83-A-443

ROOF ACCESS

DOOR

C6

83-A-443

INDUSTRIAL STAIR

E.5

D.4

9'

/2

/2

2' - 6 1/2"

LANDING BY STAIR MANUFACTURER

1' - 0"

1' - 0"

7"

B1B002G

15 16

F3

83-A-443

C6

83-A-443

INDUSTRIAL STAIR

LANDING ABOVE

E6 c

E6 c

E6 c

E3 c

E3 c

E3 c E6 c

H3

E.5

D.4

ROOF ACCESS DOOR

12' - 0"

1'

S T

R U

C T

U R

A L

O P

E N

IN

G

/2

6'

1/ 2"

1/

2"

1'

T

R E

A D

S

1"

1'

5'

2"

6'

1/ 2"

1' - 4" 1' - 1"STRUCTURAL OPENING

9' - 7" 3 1/2" 3 1/2"

4' - 2"8"4' - 2"

5"

R

2' - 6"12 TREADS @ 8" EACH = 8' - 0"

2'

2'

/2

SLAB EDGE

1'

1'

1"

H3

STAND PIPE

5'

/2

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

ELEC.

3B003

EXIT

STAIR

(7)

VESTIBULE

3B002

MECHANICAL

PENTHOUSE

3A002

3B002 3B004A

3B003

3B005B

FLOOR PLAN LEGEND

SYMBOL DESCRIPTION

0 HR SMOKE TIGHT WALL

1 HR FIRE WALL

1 HR FIRE/SMOKE WALL

2 HR FIRE WALL

2 HR FIRE/SMOKE WALL

FIRE RATED WALL TYPES

CONSTRUCTION EXPANSION JOINT EJ - EJ - EJ - EJ - EJ - EJ

NOT IN CONTRACT

XXXXX DOOR TAG

WINDOW TAGXX

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :4

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-442

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - STAIR PLANS AND SECTIONS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 1/4" = 1'-0"F7

PLAN @ EXIT STAIR 7 - AREA B -

LEVEL B2

SCALE: 1/4" = 1'-0"C7

PLAN @ EXIT STAIR 7 - AREA B -

LEVEL B1

SCALE: 1/4" = 1'-0"F5

PLAN @ EXIT STAIR 7 - AREA B -

LEVEL 01

SCALE: 1/4" = 1'-0"C5

PLAN @ EXIT STAIR 7 - AREA B -

LEVEL 02

SCALE: 1/4" = 1'-0"F1

PLAN @ EXIT STAIR 7 - AREA B -

T.O. STAIR (+) 1' - 0"

SCALE: 1/4" = 1'-0"F3

PLAN @ EXIT STAIR 7 - AREA B -

PENTHOUSE 0' 8'2' 4' 16'

BF

C

D

G

A E

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

UP

LEVELB1

519' - 3"

PENTHOUSE

568' - 9"

ROOF LEVEL

588' - 9"

LEVELB2

501' - 3"

T.O. STAIR

577' - 9"

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

GATE

ROOF ACCESS DOOR

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

83-A-452

F3 Sim

83-A-452

F6 Sim

83-A-452

F8 Sim

ROOF T.O.P.F.

592' - 4"

STANDPIPE

STANDPIPE

STANDPIPE

E.5 D.9 D.8 D.4

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

RATED SHAFT

WALL ASSEMBLY

(2 HOURS)

4'

/2

E

Q U

A L

R

IS

E R

S

4'

/2

E

Q U

A L

R

IS

E R

S

E

Q U

A L

R

IS

E R

S

/2

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

LIGHT FIXTURE

REFER ELECTRICAL

6'

DOOR

4'

/2

2'

1"

5' - 0 3/8"

FLOOR PLAN LEGEND

SYMBOL DESCRIPTION

0 HR SMOKE TIGHT WALL

1 HR FIRE WALL

1 HR FIRE/SMOKE WALL

2 HR FIRE WALL

2 HR FIRE/SMOKE WALL

FIRE RATED WALL TYPES

CONSTRUCTION EXPANSION JOINT EJ - EJ - EJ - EJ - EJ - EJ

NOT IN CONTRACT

XXXXX DOOR TAG

WINDOW TAGXX

E

Q U

A L

R

IS

E R

S

0'

E Q

U A

L R

IS

E

R S

0'

ROOF HATCH

LIGHT FIXTURE

RETER ELECTRICAL

83-A-561

B1

83-A-443

F1

C1

83-A-443

3' - 0"

6"

5'

/2

T

R E

A D

S

8'

2'

T R

E A

D S

F5

83-A-315

ROOF ACCESS DOOR BEYOND 83-A-452

B4 Sim

83-A-443

F1

9'

E

Q U

A L

R

IS

E R

S

0'

578' - 9"

F3

83-A-315

D.8 D.7

VAULT - FIRE WATER

N|A

FIRE PUMP ROOM

B1B015

LADDER WITH CAGE

FIRE RATED FLOOR HATCH

2'

0"

8"

TYP

8"

T Y

P

9"

LEVEL01

535' - 3"

LEVEL02

552' - 9"

D.8

RIBBION WINDOW

METAL RAILING

METAL RAILING

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :5

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-443

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - STAIR PLANS AND SECTIONS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 1/4" = 1'-0"F3 SECTION @ EXIT STAIR 7 - AREA B

SCALE: 1/4" = 1'-0"C1

INDUSTRIAL STAIR SECTION @

PENTHOUSE ROOF ACCESS -

AREA A

SCALE: 1/4" = 1'-0"E1

INDUSTRIAL STAIR PLAN @

PENTHOUSE ROOF ACCRSS -

AREA A

SCALE: 1/4" = 1'-0"C6

INDUSTRIAL STAIR SECTION @ EXIT STAIR 7 ROOF

ACCESS - AREA B

0' 8'2' 4' 16'

BF

C

D

G

A E

SCALE: 1/4" = 1'-0"F7

SECTION @ CAGE LADDER /

2HR RATED HATCH

SCALE: 1/2" = 1'-0"F1 INDUSTRIAL STAIR DETAIL (BOTTOM)

SCALE: 1/4" = 1'-0"D7 ELEVATION @ EXIT STAIR 7

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

HS

T V

T V

+60"

+60"

T V

T V

FLOOR PLAN LEGEND

SYMBOL DESCRIPTION

0 HR SMOKE TIGHT WALL

1 HR FIRE WALL

1 HR FIRE/SMOKE WALL

2 HR FIRE WALL

2 HR FIRE/SMOKE WALL

FIRE RATED WALL TYPES

CONSTRUCTION EXPANSION JOINT EJ - EJ - EJ - EJ - EJ - EJ

NOT IN CONTRACT

XXXXX DOOR TAG

WINDOW TAGXX

A.9 A.9

3" 3' - 8" 8" 3' - 8" 3" 1' - 4 1/4"

5'

6'

5'

2'

M

IN

. C

LR

R

F1

83-A-444

8' - 6"

UP

EXIT STAIR (9)

1F021

E

Q . T

R E

A D

S

1F

0A

1'

1"

A.9 A.9

2'

5'

E

Q . T

R E

A D

S

6'

5'

3" 3' - 8" 8" 3' - 8" 3"

M

IN

. C L R

R

' - 8

1/

2"

F1

83-A-444

8' - 6" 1' - 4 1/4"

M

IN

. C

LR

R 3' - 8"

DN

C3

83-A-453

SIM

EXIT STAIR (9)

1F021

1'

1'

1'

"1'

LEVEL01

535' - 3"

LEVEL02

552' - 9"

PENTHOUSE

568' - 9"

T.O.P.

572' - 9"

A.9

4'

83-A-452

F6 Sim

83-A-452

F3 Sim

E

Q . R

IS

E

R S

8'

/4

E

Q . R

IS

E

R S

4'

E

Q . R

IS

E

R S

4'

13 EQ. TREADS

11' - 11" 2' - 4 15/16"

7 EQ. TREADS

6' - 5"

83-A-452

F6 Sim

83-A-452

F8 Sim

83-A-453

C3

SIM

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management

Architect:

Mattia Flabiano III

10900

NOTE:

THESE DOCUMENT ARE INTEDED FOR

INTERM REVIEW AND NOT INTENDED

FOR BIDDING, PERMIT, OR

CONSTRUCTION PURPOSES.

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :0

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-444

30 MAR 2021

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - STAIR PLANS AND SECTIONS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

0' 8'2' 4' 16'

BF

C

D

G

A E

SCALE: 1/4" = 1'-0"F3

PLAN @ EXIT STAIR - AREA F -

LEVEL 1

SCALE: 1/4" = 1'-0"F2

PLAN @ EXIT STAIR - AREA F -

LEVEL 2

SCALE: 1/4" = 1'-0"F1 SECTION - EXIT STAIR - AREA F

DN

DN

FLOOR PLAN LEGEND

SYMBOL DESCRIPTION

0 HR SMOKE TIGHT WALL

1 HR FIRE WALL

1 HR FIRE/SMOKE WALL

2 HR FIRE WALL

2 HR FIRE/SMOKE WALL

FIRE RATED WALL TYPES

CONSTRUCTION EXPANSION JOINT EJ - EJ - EJ - EJ - EJ - EJ

NOT IN CONTRACT

XXXXX DOOR TAG

WINDOW TAGXX

1x11.1 xJ.5 x10.5 xH xG

F1

83-A-445

F3

83-A-445

B1

83-A-445

D1

83-A-445

U P

U P

P O

N Y

W A

LL

522' - 9"

519' - 3"

522' - 9"

522' - 9"

521' - 0"

519' - 3"

519' - 3"

9'

/2

R A

M P

A T

S

LO

P E

:2

R A

M P

A T

S

LO

P E

:2

6' - 4"14' - 6 1/4"

1'

0"

5'

522' - 9"

518' - 7"

EXISTING LOADING DOCK

ALIGN

A

LI

G N

STEEL HANDRAIL WITH GUARD RAIL

ALIGN

NEW DOOR PLACED IN OPENING

FROM DEMO OVERHEAD COILING

DOOR; REF PLANS FOR TAGS

8'

CLEAR

21' - 4 1/2"

8' - 6 1/2" 12' - 2 1/2"

83-A-452

B2 Sim

1'

1'

1'

PAINTED 8" NOMINAL

CMU WALL, W/ SOLID

TOP

1'

1'

1'

1'

1' - 0"

1' - 0"

1' - 0".

1' - 0".

1'

- 0

SPECIAL NOTE:

PROVIDE SURVEY TO VERIFY

EXISTING GRADE ELEVATION F

OR FLOOR SURFACE AT THIS

PORTION OF EXISTING BASEMENT

CORRIDOR BEFORE ANY WORK PRO

CEEDS. NOTIFY RESIDENT ENGINEER,

ARCHITECT, AND EOR OF SURVEY

RESULTS.

HAND RAIL (TYPICAL)

LEVELB1

519' - 3" xJxHxG

RAMP AT SLOPE 1:20

35' - 0"

LANDING

8' - 0"

519' - 3"

521' - 0"

STEEL GUARD RAIL WITH HAND RAIL

SPECIAL NOTE:

FIELD VERIFY EXISITNG

ELEVATIONS OF ALL FINISHED

FLOOR

T Y

P H

A N

D R

A

IL

2'

0"

T Y

P G

U A

R D

R A

IL

3'

LEVELB1

519' - 3" xJ.5xJxHxG

F3

83-A-445

1' - 0"

RAMP AT SLOPE 1:20

35' - 0"

LANDING

8' - 0"

PONY WALL

PONY WALL

522' - 9" 522' - 9"

521' - 0"

OVERHEAD DOOR

PAINTED 8" NOMINAL CMU WALL, W/ SOLID TOP

4'

SPECIAL NOTE:

FIELD VERIFY EXISITNG

ELEVATIONS OF ALL FINISHED

FLOOR

2' - 10"

HAND RAIL(TYPICAL)

WALL PROCTECTION; REF INTERIORS SHEETS

LEVELB1

519' - 3" x10.5 B1

83-A-445

D1

83-A-445

F

IE

LD

V

E R

IF

Y

E X

IS

T

IN

G

E

LE

V A

T

IO

N S

E

Q U

A L

R

IS

E R

S

M A

T C

H E

X

IS

T

IN

G H

E

IG

H T

PONY WALL

519' - 3"

522' - 9"

1' - 0"

5 TREADS @ 11" EA

4' - 7"1' - 0"

FIELD VERIFY

EXISTING DOCK

FINISHED FLOOR

ELEVATION

xJ.5

F

IE

LD

V

E R

IF

Y

E X

IS

T

IN

G

E

LE

V A

T

IO

N S

E

Q U

A L

R

IS

E R

S

522' - 9"

PONY WALL

519' - 3"

1' - 0"

5 TREADS @ 11" EACH

4' - 7" 1' - 0"

SPECIAL NOTE:

FIELD VERIFY EXISITNG

ELEVATIONS OF ALL FINISHED

FLOOR

STEEL GUARD RAIL

WITH HAND RAIL

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:1

:2

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-445

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - RAMP PLANS AND SECTIONS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

0' 8'2' 4' 16'

BF

C

D

G

A E

SCALE: 1/4" = 1'-0"F5 PLAN @ BUILDING 74

SCALE: 1/4" = 1'-0"B1 SECTION @ BUILDING 74 RAMP

SCALE: 1/4" = 1'-0"D1 SECTION @ BUILDING 74 RAMP

SCALE: 1/4" = 1'-0"F3 SECTION @ BUILDING 74 STAIR

SCALE: 1/4" = 1'-0"F1 SECTION @ BUILDING 74 DOCK STAIR

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

ELEVATIONSECTION

1 1/2" O.D. MAX HANDRAIL ON PTD MTL BRACKETS TYP.

TOP OF RAIL AT 2'-10" A.F.F. AT NOSE OF STEPS, TYP.

1/8" THICK STEEL CRADLE

EASE EDGES AND RECESS FLUSH INTO HANDRAIL

3/4" THICK PTD STL BRACKET

ALIGNED W/ STANCHION.

EQ EQ

1 1/2" O.D. MAX HANDRAIL

2" X 3/4" PTD STL BAR

STANCHIONS, FOR

VERTICAL END AND

INTERMEDIATE

SUPPORTS 5'-0" O.C. MAX

2" X 3/4" PTD STL BAR

GUARDRAIL, TYP.

3/4" THICK PTD STL

BRACKET AT EACH

POST, TYP.

2" X 2" STL ANGLE PTD.

4" 2'

-1 0"

5/8"

3/

4"

1/ 2"

2' -1

0" A

.F .F

. A T

N O

S E

O

F S

T A

IR

S

, T Y

P

METAL PERFORATED

PANEL FINISH AS

SELECTED BY

ARCHITECTS

3/4" THICK PTD STL

BRACKET AT EACH

POST, TYP.

METAL PERFORATED

PANEL FINISH AS

SELECTED BY

ARCHITECTS

2" X 2" STL ANGLE PTD.

2" X 3/4" PTD STL BAR

STANCHIONS, FOR

VERTICAL END AND

INTERMEDIATE

SUPPORTS 5'-0" O.C. MAX

2" X 3/4" PTD STL BAR

GUARDRAIL, TYP.

SECTION

ELEVATION

2' -1

0" A

.F .F

3"

+/-1/6" 1 1/2"

1"

5/8"

3/

4"

1/ 2"

2 5/8"

FACE OF WALL

1 1/2" O.D. MAX HANDRAIL

ON PTD MTL BRACKETS TYP

1" LONG NO. 10 COUNTERSUNK

FLAT HEAD SCREW

TOP OF RAIL AT 2'-10" A.F.F.

& NOSE OF STEPS, TYP.

STL CRADLE

EASE EDGES AND RECESS

FLUSH INTO HANDRAIL

PTD STL BRACKET

ALIGNED W/ OPPOSITE STANCHION

FLAT HEAD COUNTERSUNK

SOCKET SCREWS

CONT. BLKG

12" CHANNEL STRINGER

VARIES

SCHEDULED WALL TYPE PLUS

ONE LAYER OF 5/8" GYP. BD AS

NEEDED

CONCRETE FILLED PANS

. 1/2" MAX

STAIR TREADS, TYP.

REFER FLOOR PLANS FOR WALL TYPE

. 1/2"

SEALANT

2"

PLAN DIM. PLAN DIM. PLAN DIM. PLAN DIM.

3" 2" 2" 3"

P

LA

N D

IM

P

LA

N D

IM

P

LA

N D

IM

P

LA

N D

IM

2" 3"

3/4" THICK

PTD STL

BRACKET

2" X 3/4" PTD

STL BAR TOP

RAIL AND POST.

1 1/2" O.D. MAX HANDRAIL

3" 3"

1/4"

7/

8"

7/ 8"

7/

8"

PLAN DIM.

2.5" R

2.

5"

R

3/4" THICK PTD

STL BRACKET

3/4" X 1 1/2" PTD

STL TOP RAIL

AND POST

2.5" R

1 1/2" O.D. MAX

HANDRAIL

3"

5/8"

1/4" 1" 1/4"

3/ 4"

3/ 4"

1/

2"

2.

5"

R 1 1/2" O.D. MAX HANDRAIL

1/8" THICK PTD MTL CRADLE

3/4" THICK PTD STL BRACKET

FACE OF WALL

1/4"

6"

END CLOSURE

PLAN DIMENSION

REFER FLOOR PLAN

WIDTH

11" TREAD

FROM STAIR NOSING

1' - 0"

2'

0"

1 1/2" O.D. MAX HANDRAIL

ALIGN

END STRINGER

ENBEDDED STL PLATE

REFER STAIR

MANUFACTURER

CLIP ANGLE WELDED TO

STRINGER AND ENBEDDED

STL PLATET

Y P

. F R

O M

S T

A

IR

N O

S

IN

G

2'

0"

5/8" GYP. BD. ON 3 5/8" MTL

STUDS

5/8" GYP. BD. ON

7/8" HAT CHANNELS

EQ EQ

END CLOSURE PLATE

INTERMEDIATE

LANDING

3'

2'

0"

PLAN DIMENSION

F R

O M

A

LL

N O

S

IN

G S

2'

0"

4"

MIN.

1' - 0"

TREAD DEPTH

EQ TO

1 1/2" O.D. MAX HANDRAIL

BASE AS SCHED.

L3x3x5/16 x 3" LONG

WELDED TO STRINGERS

AND BOLTED TO THE SLAB

W/ 3/8" EXP. BOLTS

ALIGN

1/4" END PLATE

NOTE: 11" TREAD WIDTH EXTENSION

EQ EQ

CONCRETE FILLED PANS

12" CHANNEL STRINGER

PAINTED FINISH

R

IS

E R

(7

M A

X

1/

2"

WIDTH

11" TREAD

BENT STEEL PLATE RISERS

WITH CLIP ANGLES

2"

LUMINESCENT SURFACE

7"

1/

2"

1' - 0"

PLAN DIMENSION

4"

1 1/2" O.D. MAX HANDRAIL

BASE AS SCHED.

L3x3x5/16 x 3" LONG

WELDED TO STRINGERS

AND BOLTED TO THE

SLAB W/ 3/8" EXP. BOLTS

ALIGN

1/4" END PLATE

2" 2".

2" X 2" STL ANGLE PTD.

2" X 3/4" PTD STL BAR

STANCHIONS, FOR

VERTICAL END AND

INTERMEDIATE

SUPPORTS 5'-0" O.C. MAX

TREAD DEPTH

EQ TO 1' - 0"

CORE DRILLED HOLE FILLED

WITH ANCHOR CEMENTSTL. COVER PLATE

CONCRETE SLAB

4" MIN.

2"

3" M

IN

EMBEDDED STEEL PLATE

REFER TO STAIR

MANUFACTURER

CORE DRILLED HOLE FILLED

WITH ANCHOR CEMENTSTL. COVER PLATE

CONCRETE SLAB

3" M

IN

CLEAR EXIT W

IDTH

INTERIOR FACE OF STAIR

ENCLOSURE

VERIFY DIMENSIONS

AND CLEARANCE FOR

STANDPIPE AND VALVE

CLEAR STAIR W

IDTH + 4"

1'

1'

6"

6 1/2"

1 1/2" O.D. MAX HANDRAIL

3/4" X 1 1/2" PTD

STL POST, 30" HIGH

3/4" THICK PTD

STL BRACKET

1/8" THICK PTD

MTL CRADLE

2.5" R 2.

5"

R

7/

8"

7 1/2"

7/

8"

5/8"

1/4" 1" 1/4"

3/ 4"

3/ 4"

1/

2"

3"3"

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :1

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-452

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - TYPICAL STAIR DETAILS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 3" = 1'-0"D1 HANDRAIL AND BRACKET AT GUARDRAIL

SCALE: 3" = 1'-0"D4 STAIR STRINGER, HANDRAIL AND BRACKET AT WALL

SCALE: 3" = 1'-0"B8

STAIR AND WALL TERMINATION

DETAIL

SCALE: 3" = 1'-0"B2 PLAN AT INTERMEDIATE HANDRAIL TYP.

SCALE: 3" = 1'-0"B4

HANDRAIL TERMINATION AT

GUARDRAIL TYP.

SCALE: 3" = 1'-0"B6 HANDRAIL TERM. AT WALL

SCALE: 1" = 1'-0"F8 TYP. STAIR AT TOP LANDING - CONCRETE

SCALE: 1" = 1'-0"F6 TYP. STAIR AT INTERMEDIATE LANDING

SCALE: 1" = 1'-0"F5 TYP. STAIR AT BOTTOM LANDING HANDRAIL

SCALE: 3" = 1'-0"F1 TYP. TREAD AND NOSING

SCALE: 1" = 1'-0"F3 TYP. STAIR AT BOTTOM LANDING

SCALE: 1 1/2" = 1'-0"C9 CORE DRILL MOUNTING

SCALE: 1 1/2" = 1'-0"D9 CORE DRILL MOUNTING

SCALE: 1" = 1'-0"D6 STANDPIPE LOCATION

SCALE: 3" = 1'-0"B7

HANDRAIL TERMINATION AT

WALL

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

2"

END CLOSURE

FINISH FLOOR

1 1/2"

5/8" GYP. BD ON MTL STUDS

STEEL BEAM: REF. STRUCTURE

L 6X3 - 1/2X3/8

MC 12X10.6 STRINGERS

CONCRETE FILLED PANS

1' - 5 1/2" 6"

RE: FLOOR PLANS FOR PARTITION TYPES

CONCRETE BEAM RE: STRUCTURE

5/8" GYP BD ON 7/8"

FURRING CHANNELS

1 1/2"DRYWALL CONTROL JOINT,

LOCATE AT BOTTOM OF STRUCTURE

OF ALL FLOORS. FILL CAVITY

BEHIND WITH INSULATION.

LEVELING BOLTS AND WASHERS

MC 12 STRINGER

INTERMEDIATE LANDING

MIN 6" X 6" X 6" LONG C 3/8" THICK

BENT PLATE WITH STEEL GUSSETS

AT EACH END

WELD TO MIN 4" X 4" X 4" LONG 3/8" STEEL

ANGLE, EXP ANCHOR TO CONCRETE BEAM

1" X 1" X 1/8" CLOSURE ANGLE

INSULATION (FIRE SAFING)

MIN 3/4" Ø STEEL ROD WITH TREADED END

(WHERE INT. LANDINGS OCCUR ABOVE EACH

OTHER, PROVIDE MINIMUM OF 4 SUPPORT RODS

PER LANDING)

PLAN

DIMENSION

SEAL ALL

PENETRATIONS

THRU WALL

CONSTRUCTION

INTERMEDIATE LANDING

STEEL BEAM RE: STRUCTURE

STEEL BENT PLATE

STEEL CONNECTOR

MIN 3/4" Ø STEEL ROD WITH TREADED ENDS

MC 12 X 10.6

STRINGER

STEEL BENT PLATE

(WHERE INT. LANDINGS OCCUR ABOVE EACH

OTHER, PROVIDE MINIMUM OF 4 SUPPORT RODS

PER LANDING. PAINT ALL EXPOSED SURFACES)

RE: FLOOR PLANS FOR PARTITION TYPES

1" SHAFT LINER

5/8" GYP BD

DRYWALL CONTROL JOINT,

LOCATE AT BOTTOM OF STRUCTURE

OF ALL FLOORS. FILL CAVITY

BEHIND WITH INSULATION (FIRE SAFING)

STEEL BEAM RE: STRUCTURE

MIN 3/4" Ø STEEL ROD WITH TREADED END,

WELD TO MIN 4" X 4" X 4" LONG 3/8" STEEL ANGLE

6" X 6" X 6" LONG X 3/8" THICK BENT

PLATE WITH STEEL GUSSETS AT EACH END

INTERMEDIATE LANDING

LEVELING BOLTS AND WASHERS

MC 12 X 10.6

STRINGER

(WHERE INT. LANDINGS OCCUR ABOVE EACH

OTHER, PROVIDE MINIMUM OF 5 SUPPORT RODS

PER LANDING

PLAN

DIMENSION

SEAL ALL

PENETRATIONS

THRU WALL

CONSTRUCTIONF.3

F3

83-A-312

F1

83-A-312

2.3

B1

83-A-441

2HR FIRE RATED FLOOR DOOR W/

ALUMINUM DIAMOND TREAD PLATE

REF:C6/A-453 FOR ADDITIONAL

NOTES

SECURITY GATE

3' - 9" 1' - 8"

4'

8'

1'

83-A-453

F4

GUARDRAIL

STEEL PIPE

SPRING HINGES

4' - 2"

3"

1" CLEAR

REMOVABLE COVER PLUG

REMOVABLE SQUARE KEY

WRENCH

1/4" ALUMINUM COVER

2HR RATED FLOOR ASSEMBLY

INTUMESCENT

COATING ALL AROUND

AUTOMATIC HOLD OPEN ARM

LIFTING MECHANISIM

.0

0°

1/4" ALUMINUM CHANNELW/

EXTRUDED 1" ANCHOR FLANGE

1/8" DIA NEOPRENE CONTINOUS

BUMPER ALL AROUND

REF STRUCT FOR SLAB EDGE DIMENSIONS

EXTENDABLE RUNGS2 #4 CONT

STRUC.

OPENING

LANDING

3" B

LO

C

K O

U T

BLOCKOUT

6" 1"

1/2"

3"

ALIGN

1/

2"

3"

3'

A

LI

G N w / R

A

IL

S

T A

IR

6" M

IN

ALIGN

SCALE: 1" = 1'-0"C4 TYP. STAIR AT TOP LANDING - STEEL

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :1

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-453

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - TYPICAL STAIR DETAILS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 1" = 1'-0"C8 STAIR LANDING AT CONCRETE

SCALE: 1" = 1'-0"E6 STAIR DETAIL - LANDING HANGER

SCALE: 1" = 1'-0"E8 STAIR DETAIL - LANDING HANGER 2

SCALE: 1/2" = 1'-0"F2 STAIR 1 FLOOR HATCH

SCALE: 1" = 1'-0"F4 STAIR GATE DETAIL

SCALE: 1 1/2" = 1'-0"C6 2HR FIRE RATED FLOOR DOOR

SCALE: 1 1/2" = 1'-0"C3 CLOSURE @ LANDING

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

DN

DN

E

F1

83-A-462

F4

83-A-462

F7

83-A-462

TOTAL CLEAR HOISTWAY

26' - 10 7/8"

SUMP PIT WITH GALVANIZED

STEEL GRATING REFER TO

STRUCTURAL AND PLUMBING

DRAWINGS

13' - 2" 13' - 8 7/8"

83-A-481

C5 Sim

83-A-481

C5 Sim

SLOPE

@ 1/4" / 1' M

IN SLOPE

@ 1/4" / 1' MIN

SLOPE

1/4" / 1' MIN

SLOPE

@ 1/4" / 1' M

IN

DIVIDER BEAM ABOVE

RE: STRUCTURAL

DIVIDER BEAM ABOVE

RE: STRUCTURAL

LIGHT

RE: ELECTRICAL

LIGHT

RE: ELECTRICAL

LIGHT

RE: ELECTRICAL

LIGHT

RE: ELECTRICAL

U4 c s

2'

7'

1"

10' - 8" 2' - 0"

1' - 0"

2' - 0" 11' - 3"

2 1/2" 2 1/2"

CRAWL SPACE

CRAWL SPACECRAWL SPACE

CRAWL SPACE

E

F1

83-A-462

F4

83-A-462

F7

83-A-462

SERVICE ELEVATOR CAB (S3)

B1A010B

PUBLIC ELEVATOR CAB (P1)

B1A009B

PUBLIC ELEVATOR CAB (P2)

B1A009A

SERVICE ELEVATOR CAB (S4)

B1A010A

C

LE

A R

O P

E N

IN

G

4'

C

LE

A R

O P

E N

IN

G

4'

C

LE

A R

O P

E N

IN

G

4'

C

LE

A R

O P

E N

IN

G

4'

83-A-471 D4

83-A-471

D2

83-A-471F4

83-A-471

F2

83-A-471 F6

83-A-471D6

2'

5'

0"

1'

/8

U4 c

U4 c

U4 c

U4 c s

U4 c

U4 cs

U4 c

U4 c

U4 c

U4 c U4 c

U4 cs U4 cs

E

F1

83-A-462

F4

83-A-462

F7

83-A-462

SERVICE ELEVATOR CAB (S3)

B1A010B

SERVICE ELEVATOR CAB (S4)

B1A010A

PUBLIC ELEVATOR CAB (P2)

B1A009A

PUBLIC ELEVATOR CAB (P1)

B1A009B

T O

T A

L C

LE

A

R H

O

IS

T W

A Y

TOTAL CLEAR HOISTWAY

26' - 10 7/8"

T O

T A

L C

LE

A

R H

O

IS

T W

A Y

C

LE

A R

O P

E N

IN

G

4'

C

LE

A R

O P

E N

IN

G

4'

C

LE

A R

O P

E N

IN

G

4'

C

LE

A R

O P

E N

IN

G

4'

A-101 D6

83-A-471 D4

83-A-471

D2

83-A-471F4

83-A-471

F2

83-A-471 F6

83-A-471D6

3'

2'

1' - 10"

1' - 11 7/8"

11' - 9"11' - 4" 1'

5'

0"

U4 c

U4 c

U4 csU4 c

U4 c

U4 c U4 cs U4 c U4 c

U4 c

U4 c s

U4 c

A T

IN

T

E R

S E

C T

IO

N

O F

G R

ID

LI

N E

'E ' A

N D

'3

2'

/4

E

F1

83-A-462

F4

83-A-462

F7

83-A-462

SERVICE ELEVATOR CAB (S3)

B1A010B

PUBLIC ELEVATOR CAB (P1)

B1A009B

PUBLIC ELEVATOR CAB (P2)

B1A009A

SERVICE ELEVATOR CAB (S4)

B1A010A

T O

T A

L C

LE

A

R H

O

IS

T W

A Y

26' - 10 7/8"

TOTAL CLEAR HOISTWAY

T O

T A

L C

LE

A

R H

O

IS

T W

A Y

C

LE

A R

O P

E N

IN

G

4'

C

LE

A R

O P

E N

IN

G

4'

C

LE

A R

O P

E N

IN

G

4'

C

LE

A R

O P

E N

IN

G

4'

ELEVATOR VENT ABOVE

6'

1' - 2"

83-A-471 D4

83-A-471

D2

83-A-471F4

83-A-471

F2

83-A-471 F6

83-A-471D6

1' - 10" 2' - 4 7/8"

11' - 4"11' - 4"

3'

2'

3'

1'

5'

0"

3'

U4 c

U4 c

U4 csU4 c

U4 c

U4 c

U4 c

U4 c

U4 c s

U4 c

U4 c

U4 c

U4 cs

A T

IN

T

E R

S E

C T

IO

N

O F

G R

ID

LI

N E

'E ' A

N D

'3

2'

/4

FLOOR PLAN LEGEND

SYMBOL DESCRIPTION

0 HR SMOKE TIGHT WALL

1 HR FIRE WALL

1 HR FIRE/SMOKE WALL

2 HR FIRE WALL

2 HR FIRE/SMOKE WALL

FIRE RATED WALL TYPES

CONSTRUCTION EXPANSION JOINT EJ - EJ - EJ - EJ - EJ - EJ

NOT IN CONTRACT

XXXXX DOOR TAG

WINDOW TAGXX

E

F1

83-A-462

F4

83-A-462

F7

83-A-462

ELEVATOR VENT ABOVE

ELEVATOR VENT C

LE

A R

W A

LL

T

O W

A

LL

B E

LO

W

CLEAR WALL TO WALL BELOW

11' - 4"

C

LE

A R

W A

LL

T

O W

A

LL

8'

CLEAR WALL TO WALL BELOW

11' - 4"

C

LE

A R

W A

LL

T

O W

A

LL

B E

LO

W

9'

4 7/8"

6'

7/

8"

5'

/8

1' - 10"

2' - 0"

1' - 6"

1' - 2"

6'

1' - 2"

83-A-471F4

83-A-471

F2

83-A-471 F6

2' - 0"

1'

C

LE

A R

O P

E N

IN

G

4'

15' - 6"

1'

E3 c

E3 c

E3 cA3 b

A3 b

A3 b

A3 b

A3 b

A3 b

A3 b

A3 bU4 c

U4 cE3 c

E3 c

A3 b U4 c

A T

IN

T

E R

S E

C T

IO

N

O F

G R

ID

LI

N E

'E ' A

N D

'3

1'

1/ 4"

8'

5'

11"

5'

1"

3'

2'

11"

3'

17' - 6" 19' - 2"

568' - 9"

569' - 5"

568' - 9"

569' - 5" 569' - 10"

E

F1

83-A-462

F4

83-A-462

F7

83-A-462

ELEVATOR VENT ABOVE

ELEVATOR VENT

C

LE

A R

W A

LL

T

O W

A

LL

B E

LO

W

CLEAR WALL TO WALL BELOW

11' - 4"

CLEAR WALL TO WALL BELOW

11' - 4"C

LE

A

R W

A

LL

T O

W A

LL

B

E

LO

W 9'

1' - 2" 4 7/8"

6'

7/

8"

5'

/8

1' - 10"

1' - 11 7/8"

1'

E3 c E3 c

A3 b

A3 b

A3 b

A3 b

A3 b

A3 b

A3 b

A3 b

A3 b

U4 c

U4 c

E3 c

E3 c

E3 c

U4 c U4 c

569' - 5"

568' - 9"

569' - 5"

568' - 9"

569' - 10"

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :2

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-461

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - ELEVATOR PLANS AND SECTIONS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 1/4" = 1'-0"F6 PLAN @ PIT - ELEVATOR P1 - P2 & S3 - S4

SCALE: 1/4" = 1'-0"C6 PLAN @ LEVEL B1 - HOISTWAY P1 - P2 & S3 - S4

SCALE: 1/4" = 1'-0"F4 PLAN @ LEVEL 01 - HOISTWAY P1 - P2 & S3 - S4

SCALE: 1/4" = 1'-0"C4 PLAN @ LEVEL 02 - HOISTWAY P1 - P2 & S3 - S4

0' 8'2' 4' 16'

BF

C

D

G

A E

SCALE: 1/4" = 1'-0"F1

PLAN @ PENTHOUSE - MACHINE ROOM P1, P2, S3 & HOISTWAY

S4

SCALE: 1/4" = 1'-0"C1 PLAN @ PENTHOUSE - MACHINE ROOM S3

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

F1

83-A-462

CLEAR OPENING

4' - 6"

CLEAR OPENING

4' - 6"

CLEAR OPENING

4' - 6"

CLEAR OPENING

4' - 6"

CLEAR OPENING

4' - 6"

CLEAR OPENING

4' - 6"

CLEAR

18' - 6"

P

IT

D E

P T

H

5'

MODIFIED SHEET

WATERPROOFING REFER

TO SPEC.

CLEAR

18' - 6"

CLEAR

18' - 6"

1'

PIT LIGHT REFER MEP &

VT DRAWING FOR DETAIL

AND LOCATION

LIGHT REFER MEP &

VT DRAWING FOR DETAIL

AND LOCATION

CRAWL SPACE

CRAWL SPACE

F1

83-A-462

CLEAR OPENING

4' - 0"

CLEAR OPENING

4' - 0"

CLEAR OPENING

4' - 0"

CLEAR OPENING

4' - 0"

CLEAR OPENING

4' - 0"

CLEAR OPENING

4' - 0"

CLEAR OPENING

4' - 0"

CLEAR

18' - 6"

P

IT

D E

P T

H

5'

MODIFIED SHEET

WATERPROOFING REFER

TO SPEC.

CLEAR

18' - 6"

CLEAR

18' - 6"

CLEAR

8' - 9"

8"

PIT LIGHT REFER MEP &

VT DRAWING FOR DETAIL

AND LOCATION

LIGHT REFER MEP &

VT DRAWING FOR DETAIL

AND LOCATION

CRAWL SPACE

CRAWL SPACE

LEVELB1

519' - 3"

LEVEL01

535' - 3"

LEVEL02

552' - 9"

PENTHOUSE

568' - 9"

ROOF LEVEL

588' - 9"

T.O. STAIR

577' - 9"

F4

83-A-462

F7

83-A-462

C

LE

A R

O P

E N

IN

G

7'

C

LE

A R

O P

E N

IN

G

7'

C

LE

A R

O P

E N

IN

G

7'

CLEAR

11' - 4"

CLEAR

11' - 4"

C1

83-A-443

VENT

RE: MECHANICAL

VENT

RE: MECHANICAL

VENT

SHAFT

P

IT

D E

P T

H

5'

S U

M P

P

IT

W

IT

H G

R A

T

IN

G C

O V

E R

2'

PIT LIGHT SWITCH AND

SUMP PUMP SWITCH

ADJACENT TO LADDER,

REF MEP & VT DRAWING

FOR LIGHT AND SWITCH

LOCATIONS

83-A-481

C5 Sim

83-A-481

C5 Sim

GALV STEEL LADDER

STOP SWITCH

SUMP PIT WITH GALV

STEEL GRATING, REFER

TO STRUCTURAL &

PLUMBING DRAWINGS

FOR DETAIL

MODIFIED SHEET

WATERPROOFING REFER

TO SPEC.

PIT LIGHT REFER MEP &

VT DRAWING FOR DETAIL

AND LOCATION

CLEAR

11' - 4"

CLEAR

11' - 4"

CLEAR

11' - 4"

CLEAR

11' - 4"

1'

CRAWL SPACE

CRAWL SPACE

83-A-481

F6 Sim

83-A-481

F1 Sim

83-A-481

F6 Sim

83-A-481

F1 Sim

83-A-481

F6 Sim

83-A-481

F1 Sim

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :2

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-462

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - ELEVATOR PLANS AND SECTIONS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

6CALE: 1/4" = 1'-0"F7 SECTION @ PUBLIC ELEVATOR P1 -P2

SCALE: 1/4" = 1'-0"F4 SECTION @ SERVICE ELEVATOR S3 - S4

SCALE: 1/4" = 1'-0"F1 SECTION @ ELEVATORS P1 - P2 & S3 - S4

0' 8'2' 4' 16'

BF

C

D

G

A E

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

F6

83-A-464

F3

83-A-464 SUMP PIT WITH GALVANIZED

STEEL GRATING REFER TO

STRUCTURAL AND PLUMBING

DRAWINGS

SLO

PE

/4

' M

IN

LIGHT:

RE: ELECTRICAL

LIGHT:

RE: ELECTRICAL

DIVIDER BEAM ABOVE

RE: ELECTRICAL

SLOPE

1/4" / 1' MIN

CRAWL SPACE

CRAWL SPACE

CRAWL SPACE

CRAWL SPACE

11' - 3 1/2"

E Q

2'

E

Q

9' - 3 1/2"2' - 0"

E

F6

83-A-464

F3

83-A-464

RESIDENT ELEVATOR CAB (P5)

1B001A

RESIDENT ELEVATOR CAB (P6)

1B001B

83-A-471

B283-A-471B4 83-A-471 B6

U4 c

U4 c s

U4 cs

U4 c

3'

C

LE

A R

4'

5'

C

LE

A R

4'

3'

T O

T A

L C

LE

A

R H

O

IS

T W

A Y

TOTAL CLEAR HOISTWAY

11' - 3 1/2"

E

F6

83-A-464

F3

83-A-464

RESIDENT ELEVATOR CAB (P5)

1B001A

RESIDENT ELEVATOR CAB (P6)

1B001B

83-A-471

B283-A-471B4 83-A-471 B6

U4 cs

U4 c s

U4 c

U4 c

T O

T A

L C

LE

A

R H

O

IS

T W

A Y

3'

C

LE

A R

O P

E N

IN

G

4'

5'

C

LE

A R

O P

E N

IN

G

4'

3'

TOTAL CLEAR HOISTWAY

11' - 3 1/2"

E

F6

83-A-464

F3

83-A-464

RESIDENT ELEVATOR CAB (P5)

1B001A

RESIDENT ELEVATOR CAB (P6)

1B001B

ELEVATOR VENT ABOVE

83-A-471

B283-A-471B4 83-A-471 B6

U4 c

U4 c

U4 cs

U4 c

TOTAL CLEAR HOISTWAY

11' - 3 1/2"

T O

T A

L C

LE

A

R H

O

IS

T W

A Y

FLOOR PLAN LEGEND

SYMBOL DESCRIPTION

0 HR SMOKE TIGHT WALL

1 HR FIRE WALL

1 HR FIRE/SMOKE WALL

2 HR FIRE WALL

2 HR FIRE/SMOKE WALL

FIRE RATED WALL TYPES

CONSTRUCTION EXPANSION JOINT EJ - EJ - EJ - EJ - EJ - EJ

NOT IN CONTRACT

XXXXX DOOR TAG

WINDOW TAGXX

E

F6

83-A-464

F3

83-A-464

1' - 1" 22' - 10 5/8"

3'

/2

/8

1' - 2"

6'

1' - 2"

ELEVATOR VENT

3/

8"

568' - 9"

568' - 9"

18' - 7"

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:4 :1

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-463

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - ELEVATOR PLANS AND SECTIONS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

0' 8'2' 4' 16'

SCALE: 1/4" = 1'-0"F7 PLAN @ PIT - ELEVATOR P5 & P6

SCALE: 1/4" = 1'-0"C6 PLAN @ LEVEL B1 - HOISTWAY P5 - P6

SCALE: 1/4" = 1'-0"F4 PLAN @ LEVEL 01 - HOISTWAY P5 - P6

SCALE: 1/4" = 1'-0"C4 PLAN @ LEVEL 02 - HOISTWAY P5 - P6

BF

C

D

G

A E

SCALE: 1/4" = 1'-0"F1 PLAN @ PENTHOUSE - MACHINE ROOM P5 - P6

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

519' - 3"

LEVEL01

535' - 3"

LEVEL02

552' - 9"

PENTHOUSE

568' - 9"

ROOF LEVEL

588' - 9"

F3

83-A-464

P

IT

D E

P T

H

5'

"SUMP PIT WITH GALV

STEEL GRATING, REFER

TO STRUCTURAL &

PLUMBING DRAWINGS

FOR DETAIL

S U

M P

P

IT

W

IT

H G

R A

T

IN

G C

O V

E R

2'

CLEAR OPENING

4' - 6"

CLEAR OPENING

4' - 6"

CLEAR OPENING

4' - 6"

CLEAR OPENING

4' - 6"

CLEAR OPENING

4' - 6"

CLEAR OPENING

4' - 6"

F6

83-A-464

VENT

VENT

SHAFT

PIT LIGHT SWITCH AND

SUMP PUMP SWITCH

ADJACENT TO LADDER,

REF MEP & VT DRAWING

FOR LIGHT AND SWITCH

LOCATIONS

GALV STEEL LADDER

83-A-481

C5 Sim

PIT LIGHT REFER MEP &

VT DRAWING FOR DETAIL

AND LOCATION

P

IT

D E

P T

H

5'

CRAWL SPACE

83-A-481

F6 Sim

83-A-481

F1 Sim

83-A-481

F6 Sim

83-A-481

F1 Sim

83-A-481

F6 Sim

83-A-481

F1 Sim

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :3

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-464

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - ELEVATOR PLANS AND SECTIONS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

0' 8'2' 4' 16'

SCALE: 1/4" = 1'-0"F6 SECTION @ RESIDENT ELEVATOR P5 & P6

SCALE: 1/4" = 1'-0"F3 SECTION @ RESIDENT ELEVATOR P5 & P6

BF

C

D

G

A E

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

6"

6"

6"

6"

E Q

E Q

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

2'

1'

EQ EQ

6"

1 1/2"

1 1/2" 1 1/2"

1 1/2"

6" 6"

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

CORNER REVEALS: STAINLESS STEEL, MIRROR FINISH

B: RECTANGULAR HANDRAIL IN SATIN STAINLESS STEEL @ 42" AFF

A: RECTANGULAR HANDRAIL IN SATIN STAINLESS STEEL @ 30" AFF

BASE: STAINLESS STEEL, SEASTONE FINISH

TERRAZZO FLOOR - REFEERENCE INTERIOR FINISH SHEETS

A: PANEL FRAME: STAINLESS STEEL, SEASTONE FINISH

WALL MOUNTED CRUVED SECURITY MIRROR

1'

2'

EQ EQ EQ

6"

1 1/2"

1 1/2" 1 1/2"

1 1/2"

6" 6"

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

CORNER REVEALS: STAINLESS STEEL, MIRROR FINISH

B: RECTANGULAR HANDRAIL IN SATIN STAINLESS STEEL @ 42" AFF

A: RECTANGULAR HANDRAIL IN SATIN STAINLESS STEEL @ 30" AFF

BASE: STAINLESS STEEL, SEASTONE FINISH

TERRAZZO FLOOR - REFEERENCE INTERIOR FINISH SHEETS

A: PANEL FRAME: STAINLESS STEEL, SEASTONE FINISH

E Q

E Q

6"

6"

6"

6"

CEILING: STAINLESS STEEL, MIRROR FINISH

LIGHTING: SIX (6) STANDARD LED

DOWNLIGHTS WITH PERIMETER LED

LIGHTING

3'

1 1/2" 1 1/2"

6" 6"

E Q

E Q

E Q

2"

2"

6"

A: PANEL FRAME: STAINLESS STEEL, SEASTONE FINISH

C: PANEL FRAME: KALAHARI, BONDED QUARTZ (WHITE) - HORIZONTAL

CORNER REVEALS: STAINLESS STEEL

A: PANEL FRAME: STAINLESS STEEL, SEASTONE FINISH

HANDRAIL PANELS: STAINLESS STEEL, SEASTONE FINISH

B: PANEL FRAME: MARA, BONDED NICKLE SILVER, NATURAL

BASE: STAINLESS STEEL, SEASTONE FINISH

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

TERRAZZO FLOOR - REFEERENCE INTERIOR FINISH SHEETS

3'

1 1/2" 1 1/2"

6" 6"

2"

2"

E Q

E Q

E Q

6"

A: PANEL FRAME: STAINLESS STEEL, SEASTONE FINISH

C: PANEL FRAME: KALAHARI, BONDED QUARTZ (WHITE) - HORIZONTAL

CORNER REVEALS: STAINLESS STEEL

A: PANEL FRAME: STAINLESS STEEL, SEASTONE FINISH

HANDRAIL PANELS: STAINLESS STEEL, SEASTONE FINISH

B: PANEL FRAME: MARA, BONDED NICKLE SILVER, NATURAL

BASE: STAINLESS STEEL, SEASTONE FINISH

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

TERRAZZO FLOOR - REFEERENCE INTERIOR FINISH SHEETS

WALL MOUNTED CRUVED SECURITY MIRROR

1'

2'

EQ EQ EQ

CORNER REVEALS: STAINLESS STEEL, MIRROR FINISH

B: RECTANGULAR HANDRAIL IN SATIN STAINLESS STEEL @ 42" AFF

A: RECTANGULAR HANDRAIL IN SATIN STAINLESS STEEL @ 30" AFF

BASE: STAINLESS STEEL, SEASTONE FINISH

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

TERRAZZO FLOOR - REFEERENCE INTERIOR FINISH SHEETS

A: PANEL FRAME: STAINLESS STEEL, SEASTONE FINISH

E Q

E Q

6"

6"

6"

6"

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

2'

1'

EQ EQ

CORNER REVEALS: STAINLESS STEEL, MIRROR FINISH

B: RECTANGULAR HANDRAIL IN SATIN STAINLESS STEEL @ 42" AFF

A: RECTANGULAR HANDRAIL IN SATIN STAINLESS STEEL @ 30" AFF

BASE: STAINLESS STEEL, SEASTONE FINISH

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

TERRAZZO FLOOR - REFEERENCE INTERIOR FINISH SHEETS

A: PANEL FRAME: STAINLESS STEEL, SEASTONE FINISH

WALL MOUNTED CRUVED SECURITY MIRROR

CONTROL PANEL AS REQUIRED

FLOOR DISPLAY AS REQUIRED

PHONE

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

TERRAZZO FLOOR - REFEERENCE INTERIOR FINISH SHEETS

CONTROL PANEL AS REQUIRED

FLOOR DISPLAY AS REQUIRED

PHONE

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

TERRAZZO FLOOR - REFEERENCE INTERIOR FINISH SHEETS

CONTROL PANEL AS REQUIRED

FLOOR DISPLAY AS REQUIRED

PHONE

LIGHTING: HIGH-OUTPUT LED PERIMETER LIGHTING

CEILING: STAINLESS STEEL, SEASTONE FINISH

TERRAZZO FLOOR - REFEERENCE INTERIOR FINISH SHEETS

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN (NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W b A

-S C I_

S h e ll C o re

-2 -C

E N

T R A

L tb o n d .r v t

/1

/2

:3 :4

P

M

W:\309070b3A-SCI_Shell+Core-2018-CENTRAL_tbond4749.rvt

83-A-471

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820B

TAB

ARCHITECTURAL - ELEVATOR CAB ELEVATIONS AND RCP

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 1/2" = 1'-0"F1 ELEVATOR S3 AND S4 (ETE-2) - CEILING

SCALE: 1/2" = 1'-0"F4 ELEVATOR S3 AND S4 (ETE-2) - REAR ELEVATION

SCALE: 1/2" = 1'-0"F2 ELEVATOR S3 AND S4 (ETE-2) - SIDE ELEVATION

SCALE: 1/2" = 1'-0"D1 ELEVATOR P1 AND P2 (ETE-1) - CEILING

SCALE: 1/2" = 1'-0"D2 ELEVATOR P1 AND P2 (ETE-1) - SIDE ELEVATION

SCALE: 1/2" = 1'-0"D4 ELEVATOR P1 AND P2 (ETE-1) - REAR ELEVATION

SCALE: 1/2" = 1'-0"B2 ELEVATOR P5 AND P6 (ETE-2) - SIDE ELEVATION

SCALE: 1/2" = 1'-0"B1 ELEVATOR P5 AND P6 (ETE-2) - CEILING

SCALE: 1/2" = 1'-0"B4 ELEVATOR P5 AND P6 (ETE-2) - REAR ELEVATION

BF

C

D

G

A E

SCALE: 1/2" = 1'-0"D6 ELEVATOR P1 AND P2 (ETE-1) - FRONT ELEVATION

SCALE: 1/2" = 1'-0"B6 ELEVATOR P5 AND P6 (ETE-2) - FRONT ELEVATION

SCALE: 1/2" = 1'-0"F6 ELEVATOR S3 AND S4 (ETE-2) - FRONT ELEVATION

0' 8'2' 4' 16'

AT

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

F : E

LE

V

A T

O R

S E

C T

I…