Drawings - Architectural - 4.pdf

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

AE511

RE-INSTALL REFINISHED

METAL COLUMNS

INSTALL REFINISHED RAILING

COLUMN

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

RE-INSTALL REFINISHED RAILING

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

INSTALL REFINISHED RAILING

ALUMINUM CURTAINWALL

ALUMINUM CURTAINWALL

ALUMINUM CURTAINWALL

AE511

AE513

AE513

METAL ROOF SYSTEM

SUSPENDED CEILING

SUSPENDED CEILING

SUSPENDED CEILING

F.8

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

G

AE512

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

ALUMINUM WINDOW

ALUMINUM WINDOW

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

AE512

AE512

SUSPENDED CEILING

SUSPENDED CEILING

SUSPENDED CEILING

EXTERIOR BRICK WALL

ALUMINUM WINDOW

AE514

AE514

AE514

AE514

AE514

SIM

AE514

SIM

AE514

SIM

AE514

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

BUILT UP ROOF

EXISTING RAILING

AE513

AE513

AE511

AE512

SIM

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

INSTALL REFINISHED METAL COLUMNS

INSTALL REFINISHED RAILING

ALUMINUM CURTAINWALL

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

ALUMINUM CURTAINWALL

INSTALL REFINISHED RAILING

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

ALUMINUM CURTAINWALL

INSTALL REFINISHED RAILING

B.4

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

G

INSTALL REFINISHED

BALUSTER & HANDRAIL

EXISTING BALCONY

COLUMN

BEYOND

REFINISHED HANDRAIL

REFINISHED RAILING

AND BALCONY

ROOF CORNICE

BEYOND

ALUMINUM WINDOW

ALUMINUM WINDOW

REFINISHED CEILING

EXTERIOR DOOR

ALUMINUM WINDOW

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

AE512

EXISTING CONCRETE FLOOR

COPPER CAP

AE514

AE514

AE514

AE514

AE514

AE514

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

DOWNSPOUT

AE513

AE514

GUTTER AND DOWNSPOUT

ALUMINUM WINDOW

ALUMINUM CURTAINWALL

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

METAL RAILING

AE511

METAL ROOF SYSTEM

EIFS FOAM INSULATION TO

MATCH EXISTING PROFILE

AE513

SIM

SIM

AE514

ALUMINUM CURTAINWALL

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

B

EIFS TO

MATCH EXISTING PROFILE

EXISTING EXTERIOR

BRICK WALL

METAL ROOF SYSTEM

EIFS TO

MATCH EXISTING PROFILE

AE512

AE512

AE512

COLUMN BEYOND

INSTALL SILICONE ELASTOMERIC COATING

OVER FACE BRICK

2" HD SPRAY FOAM INSULATION

METAL STUD PARTITION

SEE PARTITION TYPES

METAL STUD PARTITION

SEE PARTITION TYPES

METAL STUD PARTITION

SEE PARTITION TYPES

SUSPENDED CEILING

SUSPENDED CEILING

SIM

SIM

2" HD SPRAY FOAM INSULATION

2" HD SPRAY FOAM INSULATION

EXTEND SILICONE

ELASTOMERIC COATING TO MIN.

6" BELOW ADJACENT FINISH

GRADE ELEVATION, TYP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

10/27/2023

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

C U s e rs \p c h o i\ D o c u m e n ts

\1

V

A M

C -B ilo x i B u ild in g

R

C e n tr a l m o d e l_

Y e u n y o u n g .r v t

/1 /2

:3

:4

A M

AE301

WALL SECTIONS RENOVATE BUILDING 1

LA CD

89 238

1/4" = 1'-0"AE301

1 SECTION - 1

1/4" = 1'-0"AE301

2 SECTION - 2

1/4" = 1'-0"AE301

3 SECTION - 3

1/4" = 1'-0"AE301

6 SECTION - 6

1/4" = 1'-0"AE301

5 SECTION - 5

1/4" = 1'-0"AE301

4 SECTION - 4

SUSPENDED CEILING

SUSPENDED CEILING

SUSPENDED CEILING

NO. REVISIONS DATE

PChoi Snapshot

PChoi Snapshot

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

D C

WD RAIL OVER STL

GUARDRAIL

EXTENSION

1-1/2" DIA WD HANDRAIL

EXISTING STL PICKETS

RB TREAD & RISER

OVER EXIST STAIR

REUSE EXIST POST CAP

STL POST EXTENSION

EXIST STL POST

PAINT EXIST STAIR

STRINGER P-14, TYP

PAINT ALL EXIST WALLS, TYP

AE501

AE501

AE501

AE501

CENTRAL STAIR

2A101

CENTRAL STAIR

3A101

CENTRAL STAIR

4A101

CENTRAL STAIR

5A101

CENTRAL STAIR

6B103

CENTRAL STAIR

1A101

B.7D.2 B.8

WINDOW TYPE "T"

SEE SHEET AE603

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P14 TYP.

EXISTING PLASTER

CEILING REPAIR AND

PAINT

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

AE501

WD RAIL OVER STL

GUARDRAIL

EXTENSION

1-1/2" DIA WD HANDRAIL

EXISTING STL PICKETS

RB TREAD & RISER

OVER EXIST STAIR

REUSE EXIST POST CAP

STL POST EXTENSION

EXIST STL POST

PAINT EXIST STAIR

STRINGER, TYP

PAINT ALL EXIST

WALLS, TYP

NOTE:

ALL STL RAILS (NEW &

EXIST) TO RECEIVE PAINT

PAINT BOTTOM OF

EXIST STAIR P-14,

TYP

AE501

CENTRAL STAIR

6B103

CENTRAL STAIR

5A101

CENTRAL STAIR

4A101

CENTRAL STAIR

3A101

CENTRAL STAIR

2A101

CENTRAL STAIR

1A101

12.2

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P14 TYP.

EXISTING PLASTER

CEILING REPAIR AND

PAINT

RATED ENCLOSURE

AE113

DC

AE501

AE501

WD RAIL OVER STL

GUARDRAIL

EXTENSION

1-1/2" DIA WD HANDRAIL

EXISTING STL PICKETS

RB TREAD & RISER

OVER EXIST STAIR

REUSE EXIST POST CAP

STL POST EXTENSION

EXIST STL POST

PAINT EXIST STAIR

STRINGER P-14, TYP

PAINT ALL EXIST WALLS, TYP

T Y

P

2'

0"

1' - 0"

PROVIDE WITH 2

HOUR CEILING

ASSEMBLY AROUND

INSULATED PIPES

AE501

AE501

CENTRAL STAIR

2A101

CENTRAL STAIR

3A101

CENTRAL STAIR

4A101

CENTRAL STAIR

5A101

CENTRAL STAIR

6B103

AE501

B.7 D.2B.8

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

Level 6 66' - 0"

PENTHOUSE

72' - 6"

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P-14 TYP.

EXISTING PLASTER

CEILING REPAIR AND

PAINT

Level 1 0"

Level 2 13' - 0"

Level 3 26' - 0"

Level 4 39' - 0"

Level 5 52' - 0 1/4"

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

AE501

WD RAIL OVER STL

GUARDRAIL

EXTENSION

1-1/2" DIA WD HANDRAIL

EXISTING STL PICKETS

RB TREAD &

RISER OVER

EXIST STAIR

REUSE EXIST POST CAP

STL POST EXTENSION

EXIST STL POST

PAINT EXIST STAIR

STRINGER P-14,

TYP

PAINT ALL EXIST

WALLS, TYP

NOTE:

ALL STL RAILS (NEW &

EXIST) TO RECEIVE PAINT

PAINT BOTTOM OF

EXIST STAIR P-14,

TYP

10"

AE501

CENTRAL STAIR

5A101

CENTRAL STAIR

4A101

CENTRAL STAIR

3A101

CENTRAL STAIR

2A101

CENTRAL STAIR

1A101

12.2

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P-14 TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

10/27/2023

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

C U s e rs \p c h o i\ D o c u m e n ts

\1

V

A M

C -B ilo x i B u ild in g

R

C e n tr a l m o d e l_

Y e u n y o u n g .r v t

/1 /2

:3

:4

A M

AE302

STAIR SECTIONS RENOVATE BUILDING 1

LA CD

90 238

1/4" = 1'-0"AE302

1 STAIR SECTION - CENTRAL STAIR

1/4" = 1'-0"AE302

2 STAIR SECTION - CENTRAL STAIR

1/4" = 1'-0"AE302

3 STAIR SECTION - CENTRAL STAIR

1/4" = 1'-0"AE302

4 STAIR SECTION - CENTRAL STAIR

NO. REVISIONS DATE

PChoi Snapshot

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

4 5

WD RAIL OVER STL

GUARDRAIL

EXTENSION

1-1/2" DIA WD HANDRAIL

EXISTING STL PICKETS

RB TREAD & RISER

OVER EXIST STAIR

REUSE EXIST

POST CAP

STL POST EXTENSION

EXIST STL POST

PAINT EXIST STAIR

STRINGER, TYP

PAINT ALL EXIST WALLS, TYP

2'

/4

AE501

WEST STAIR

5B111

WEST STAIR

4B110

WEST STAIR

3B110

WEST STAIR

2B110

WEST STAIR

1B110

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P14 TYP.

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

D C

WD RAIL OVER STL

GUARDRAIL

EXTENSION

1-1/2" DIA WD HANDRAIL

RB TREAD & RISER OVER

EXIST STAIR

REUSE EXIST POST CAP

STL POST

EXTENSION

EXIST STL POST

PAINT EXIST STAIR

STRINGER, TYP

PAINT ALL EXIST

WALLS, TYP

NOTE:

ALL STL RAILS (NEW &

EXIST) TO RECEIVE PAINT

PAINT BOTTOM OF

EXIST STAIR, TYP

AE501

WEST STAIR

1B110

WEST STAIR

2B110

WEST STAIR

3B110

WEST STAIR

4B110

WEST STAIR

5B111

D.2 B.8

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P14 TYP.

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

WD RAIL OVER STL

GUARDRAIL

EXTENSION

1-1/2" DIA WD HANDRAIL

EXISTING STL PICKETS

RB TREAD & RISER

OVER EXIST STAIR

REUSE EXIST POST CAP

STL POST EXTENSION

EXIST STL POST

PAINT EXIST STAIR

STRINGER, TYP

PAINT ALL EXIST WALLS, TYP

AE501

AE501

WEST STAIR

5B111

WEST STAIR

4B110

WEST STAIR

3B110

WEST STAIR

2B110

WEST STAIR

1B110

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P14 TYP.

1st FLOOR 0' - 0"

2ND FLOOR

13' - 0"

3RD FLOOR

26' - 0"

4TH FLOOR

39' - 0"

5TH FLOOR

52' - 0 9/32"

ATTIC

66' - 0"

DC

WD RAIL OVER STL

GUARDRAIL

EXTENSION

1-1/2" DIA WD HANDRAIL

EXISTING STL PICKETS

RB TREAD & RISER

OVER EXIST STAIR

REUSE EXIST

POST CAP

STL POST

EXTENSION

EXIST STL POST

PAINT EXIST STAIR

STRINGER, TYP

PAINT ALL EXIST WALLS, TYP

AE501

WEST STAIR

4B110

WEST STAIR

3B110

WEST STAIR

2B110

WEST STAIR

1B110

WEST STAIR

5B111

D.2B.8

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P14 TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

10/27/2023

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

C U s e rs \p c h o i\ D o c u m e n ts

\1

V

A M

C -B ilo x i B u ild in g

R

C e n tr a l m o d e l_

Y e u n y o u n g .r v t

/1 /2

:3

:4

A M

AE303

STAIR SECTIONS RENOVATE BUILDING 1

LA CD

91 238

1/4" = 1'-0"AE303

1 STAIR SECTION - WEST

1/4" = 1'-0"AE303

2 STAIR SECTION - WEST

1/4" = 1'-0"AE303

3 STAIR SECTION - WEST

1/4" = 1'-0"AE303

4 STAIR SECTION - WEST

NOTE: EAST STAIR SIMILAR BUT OPPOSITENOTE: EAST STAIR SIMILAR BUT OPPOSITENOTE: EAST STAIR SIMILAR BUT OPPOSITENOTE: EAST STAIR SIMILAR BUT OPPOSITE

NO. REVISIONS DATE

PChoi Snapshot

EXISTING

CONC COLUMN

E

D.8

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

11.3

11.3

4.A

11.3

CORNER BEAD, TYP

EXISTING

CONC COLUMN

E

D.8

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

11.3

14.1

11.3

4.A

CORNER BEAD, TYP

EXISTING

CONC COLUMN

E

D.8

VERTICAL STEEL

TUBE BRACING

LINEN CHUTE

DOOR FRAME

11.3

11.3

11.3

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

11.3

11.3

CORNER BEAD, TYP

E

D.8

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

11.3

11.3

11.3

EXISTING

CONC COLUMN

4.A

CORNER BEAD, TYP

EXISTING

CONC COLUMN

F.3

8.1

7.1

7.3

8.1

6.1

7.3

7.1

CORNER BEAD, TYP

5/8" GYP BD

ADHESIVE APPLIED

EXISTING CONC COLUMN

F

F.3

7.3

7.3

5/8" GYP BD

ADHESIVE APPLIED

5.1

7.3

7.1 8.1

6.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

CORNER BEAD, TYP

EXISTING

CONC COLUMN

D

1'

1'

D.2

11.3

14.1

14.1

11.111.1

11.1

5.1

CORNER BEAD, TYP

E

EXISTING

CONC COLUMN

7.4

D.8

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

11.3

11.3

7.1

11.3

11.3

11.3

CORNER BEAD, TYP

E

EXISTING

CONC COLUMN

D.8

11.3

11.3

11.3

4.A 7.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

7.3

CORNER BEAD, TYP

F

5/8" GYP BD

ADHESIVE APPLIED

EXISTING

CONC COLUMN

F.3

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

8.3

8.1

7.1

6.1

5/8" GYP BD

ADHESIVE APPLIED

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

F

EXISTING

CONC COLUMN

F.3

11.3

11.3

11.3

11.35.1

CORNER BEAD, TYP

F

EXISTING

CONC COLUMN

F.3

7.3

7.3

6.1

8.1 EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

CORNER BEAD, TYP

F

EXISTING

CONC COLUMN

F.3

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

7.3 3

2 6.1

5.1

GYP BD ON

7/8" HAT CHANNEL

7.1

8.1

F

EXISTING

CONC COLUMN

F.3

11.1

11.1

7.1

7.3

13.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

1'

6.1

5.1

8.1

CORNER BEAD

F

EXISTING

CONC COLUMN

F.3

13.1

13.1

8.1 7.1

6.1

CORNER BEAD, TYP

D

EXISTING

CONC COLUMNALIGN

D.2

7.1

EXISTING

RATED

PARTITION

EXISTING RATED

SHAFT WALL

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

D

EXISTING

CONC COLUMN

DOOR & FRAME

AS SCHED.

D.2

7.3

11.3

11.3

CORNER BEAD

D

EXISTING

CONC COLUMN

D.2

7.3

11.3

11.3

3 3

CORNER BEAD

D

EXIST CONC COLUMN

D.2

8.2 7.3

7.3

8.1 7.1

44.A

D

EXISTING CONC COLUMN

ALIGN

EXISTING RATED

SHAFT CONSTRUCTION

D.2

11.3

11.3

EXISTING PARTITION

CORNER BEAD

7.1

D

EXISTING

CONC COLUMN

EXIST RATED

SHAFT

CONSTRUCTION

EXIST RATED

SHAFT

CONSTRUCTION

D.2

10.8

11.1

11.1

11.1

ALIGN

1' - 6"

CORNER BEAD, TYP

D

EXISTING

CONC COLUMN

ALIGN

EXIST RATED

STAIR PARTITIONS

D.2

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

14.1

D

EXISTING

CONC COLUMN

D.2 11.3

11.3

11.3

3 37.3

CORNER BEAD, TYP

D

CORNER BEAD, TYP

EXIST CONC COLUMN

SEE PLAN FOR

PARTITION TYPE

D.2

11.3

11.3

11.3

8.2

4.A

4.A

C

EXISTING

CONC COLUMN

B.8

7.3

7.3

7.3

7.3

7.1

7.1

5.1

CORNER BEAD

C

EXISTING

CONC COLUMN

EXISTING RATED

STAIR CONSTRUCTION

B.8

7.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

7.1

11.3

C

EXISTING

CONC COLUMN

B.8

11.3

11.3

2.1

2.1

CORNER BEAD, TYP

F

EXISTING

CONC COLUMN

7.4

F.3

7.3

7.3

7.3

8.1

6.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

CORNER BEAD

F

EXISTING

CONC COLUMN

F.3

7.3 7.3

5.4

7.3

7.3

7.3

5.4

7.3

CORNER BEAD, TYP

F

EXISTING

CONC COLUMN

F.3 7.2

7.3

GYP BD ON

7/8" HAT CHANNELS

8.1

6.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

CORNER BEAD

D

EXIST CONC COLUMN

DOOR & FRAME

AS SCHED

D.2

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

7.1 11.3

11.33

6 1/4"

CORNER BEAD

E

EXISTING

CONC COLUMN

D.8

11.3

4 4

11.3

11.3

CORNER BEAD, TYP

1'

7"

8.1

E

D.8 11.3

EXISTING

CONC COLUMN

11.3

11.3

11.3

1'

CORNER BEAD, TYP

E

EXISTING

CONC COLUMN

D.8

11.3

11.3

11.3

11.3

11.3 11.3

4.A

4.A

CORNER BEAD,

TYP

F

EXISTING

CONC COLUMN

F.3 7.2

7.2

11.1

6.1

7.3 EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

CORNER BEAD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

10/27/2023

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

C U s e rs \p c h o i\ D o c u m e n ts

\1

V

A M

C -B ilo x i B u ild in g

R

C e n tr a l m o d e l_

Y e u n y o u n g .r v t

/1 /2

:3

:5

A M

AE401

PLAN DETAILS RENOVATE BUILDING 1

LA CD, PC

92 238

1" = 1'-0"AE401

4 COLUMN PLAN DETAIL

1" = 1'-0"AE401

2 COLUMN PLAN DETAIL

1" = 1'-0"AE401

6 COLUMN PLAN DETAIL

1" = 1'-0"AE401

7 COLUMN PLAN DETAIL

1" = 1'-0"AE401

10 COLUMN PLAN DETAIL

1" = 1'-0"AE401

11 COLUMN PLAN DETAIL

1" = 1'-0"AE401

26 COLUMN PLAN DETAIL

1" = 1'-0"AE401

5 COLUMN PLAN DETAIL

1" = 1'-0"AE401

8 COLUMN PLAN DETAIL

1" = 1'-0"AE401

15 COLUMN PLAN DETAIL

1" = 1'-0"AE401

16 COLUMN PLAN DETAIL

1" = 1'-0"AE401

13 COLUMN PLAN DETAIL

1" = 1'-0"AE401

17 COLUMN PLAN DETAIL

1" = 1'-0"AE401

20 COLUMN PLAN DETAIL

1" = 1'-0"AE401

21 COLUMN PLAN DETAIL

1" = 1'-0"AE401

22 COLUMN PLAN DETAIL

1" = 1'-0"AE401

23 COLUMN PLAN DETAIL

1" = 1'-0"AE401

24 COLUMN PLAN DETAIL

1" = 1'-0"AE401

25 COLUMN PLAN DETAIL

1" = 1'-0"AE401

27 COLUMN PLAN DETAIL

1" = 1'-0"AE401

28 COLUMN PLAN DETAIL

1" = 1'-0"AE401

29 COLUMN PLAN DETAIL

1" = 1'-0"AE401

31 COLUMN PLAN DETAIL

1" = 1'-0"AE401

32 COLUMN PLAN DETAIL

1" = 1'-0"AE401

33 COLUMN PLAN DETAIL

1" = 1'-0"AE401

34 COLUMN PLAN DETAIL

1" = 1'-0"AE401

35 COLUMN PLAN DETAIL

1" = 1'-0"AE401

14 COLUMN PLAN DETAIL

1" = 1'-0"AE401

12 COLUMN PLAN DETAIL

1" = 1'-0"AE401

18 COLUMN PLAN DETAIL

1" = 1'-0"AE401

30 COLUMN PLAN DETAIL

1" = 1'-0"AE401

1 COLUMN PLAN DETAIL

1" = 1'-0"AE401

3 COLUMN PLAN DETAIL - TYP

1" = 1'-0"AE401

9 COLUMN PLAN DETAIL

1" = 1'-0"AE401

19 COLUMN PLAN DETAIL

NOTE: SEE SHEET AE601 FOR PARTITION TYPES

NO. REVISIONS DATE

PChoi Snapshot

DOOR & FRAME

AS SCHED

B.8

11.3

11.3

7.3

11.3

SEE PLAN FOR

PARTITION TYPE

CORNER BEAD, TYP

EXISTING

CONC COLUMN

DOOR & FRAME

AS SCHED

B.8

11.3

11.3

11.3

CORNER BEAD

C

EXISTING

CONC COLUMN

EXISTING RATED

SHAFT

CONSTRUCTION

B.8

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

11.3

7.1

7.2

7.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

EXISTING

CONC COLUMN

EXIST RATED

SHAFT

CONSTRUCTION

B.2

10.8

11.3

11.1

14.1

9 1/2" 8 1/2"

1'

1'

CORNER BEAD, TYP

EXISTING

CONC COLUMN

B.2

12.2

1'

1'

11.3

11.1

11.3

12.3

1' - 6"

12.3

4.B

4.A

CORNER BEAD, TYP

F

EXISTING

CONC COLUMN

F.3

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

7.3 7.3

6.1

8.1

7.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

EXISTING

CONC COLUMN

F

F.3

7.1

8.1

7.1

1'

7.3

6.1

5.1

7.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

CORNER BEAD

EXISTING

CONC COLUMN

F

F.3

13.1

8.3

13.1

13.1

8.1

7.1

6.1

CORNER BEAD, TYP

EXISTING

CONC COLUMN

D.8

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

11.3

11.3

11.3

4.A 7.1

CORNER BEAD, TYP

D

EXISTING

CONC COLUMN

MECH DUCT

D.2

4 37.2

7.1

RETURN GYP BD

INTO COLUMN

D

EXISTING PARTITION

SOUND INSULATION

EXISTING

CONC COLUMN

ALIGN

D.2

DOOR & FRAME

AS SCHED

5/8" GYP BD

7.2

7.3

EXISTING

PARTITION

SEALANTCORNER BEAD

D

ALIGN

D.2

10.8

SEALANT

SEALANT

11.3

11.1

11.1

11.1

EXISTING

CONC COLUMN

7"

CORNER BEAD, TYP

EXISTING

CONC COLUMN

D

D.2

7.2

8.1

112.3

7.14.A

1"

9 1/2"

C

B.8

EXISTING

CONC COLUMN

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

7.1

11.3

7.3

7.1

CORNER BEAD

EXISTING

CONC COLUMN

B.7

10.8

14.1

11.1

11.3

1' - 6"

11.1

11.1

CORNER BEAD, TYP

E

EXISTING

CONC COLUMN

3/

4"

1/ 4"

1/

4"

8 1/2"

D.8

7.1

7.1

11.3

11.3

7.1

11.3

CORNER BEAD, TYP

EXISTING

CONC COLUMN

D.8

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

16 9.1

9.2

9.1

2'

/4

E

EXISTING

CONC COLUMN

D.8

9.B

9.B

9.A

9.A

CORNER BEAD

E

EXISTING

CONC COLUMN

7.4

D.8

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

7.1 16

1 EXISTING

CONC COLUMN

D.8

11.3

11.3

11.3

7.1 44

5.1

CORNER BEAD, TYP

EXISTING

CONC COLUMN

1'

1'

B.2

10.8

14.1

11.1

11.1

14.1

11.1

11.1

CORNER BEAD, TYP

EXISTING

CONC COLUMN

1'

1'

1' - 6"

B.2

12.2

11.1

11.1

14.1

14.1

8.3

4.B

13.1

5.1

4.A

CORNER BEAD, TYP

E

EXISTING

CONC COLUMN

D.8

11.3

11.3

8.1

11.3

4 4

1'

CORNER BEAD,

TYP

EXISTING

CONC COLUMN

D.8

11.3

11.3 11.3

11.3

11.311.3

4.A 4.A

CORNER BEAD, TYP

F

EXISTING

CONC COLUMN

F.3 7.3

7.3

7.3

6.1 7.1

8.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

CORNER BEAD, TYP

F

EXISTING

CONC COLUMN

F.3

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

7.3

7.3

7.1

8.1

6.18.1

45.1

F

EXISTING

CONC COLUMN

F.3 7.3

2.1

2.1

8.1

EXISTING STEEL

CROSS-BRACE

SHOWN DASHED

CORNER BEAD

F

EXISTING

CONC COLUMN

F.3

7.3

5.4

7.3 7.3

7.3

7.3 7.3

5.4

CORNER BEAD, TYP

EXISTING

CONC COLUMN

1'

1'

B.7

10.8 1' - 6"

11.1

14.1

11.114.1

SEALANT

CORNER BEAD, TYP

EXISTING

CONC COLUMN

SOUND INSULATION

5/8" GYP BD

B.7

B.8

7.1

EXISTING

CONC COLUMN

C

B.8

11.3

11.3 11.3

7.3

5 1/4"

4 4

CORNER BEAD, TYP

C

EXISTING

CONC COLUMN

B.8

8.3

7.3

11.3

11.33A

6.1 3

CORNER BEAD

C

EXISTING

CONC COLUMN

B.8

11.3

11.311.1

7.13

5.1

7.3

CORNER BEAD

E

EXIST CONC COLUMN

D.8

LINEN CHUTE

DOOR FRAME

8.2

8.2

7.1

4.A

CORNER BEAD

C

B.8

7.3

7.3

EXISTING

CONC COLUMN

7.3

5.1

7.3

5.1

5.1

CORNER BEAD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

10/27/2023

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

C U s e rs \p c h o i\ D o c u m e n ts

\1

V

A M

C -B ilo x i B u ild in g

R

C e n tr a l m o d e l_

Y e u n y o u n g .r v t

/1 /2

:3

:0

A M

AE402

PLAN DETAILS RENOVATE BUILDING 1

LA CD, PC

93 238

1" = 1'-0"AE402

7 COLUMN PLAN DETAIL

1" = 1'-0"AE402

8 COLUMN PLAN DETAIL

1" = 1'-0"AE402

9 COLUMN PLAN DETAIL

1" = 1'-0"AE402

10 COLUMN PLAN DETAIL

1" = 1'-0"AE402

11 COLUMN PLAN DETAIL

1" = 1'-0"AE402

17 COLUMN PLAN DETAIL

1" = 1'-0"AE402

21 COLUMN PLAN DETAIL

1" = 1'-0"AE402

22 COLUMN PLAN DETAIL

1" = 1'-0"AE402

13 COLUMN PLAN DETAIL

1" = 1'-0"AE402

23 COLUMN PLAN DETAIL

1" = 1'-0"AE402

24 COLUMN PLAN DETAIL

1" = 1'-0"AE402

25 COLUMN PLAN DETAIL

1" = 1'-0"AE402

26 COLUMN PLAN DETAIL

1" = 1'-0"AE402

6 COLUMN PLAN DETAIL

1" = 1'-0"AE402

5 COLUMN PLAN DETAIL

1" = 1'-0"AE402

30 COLUMN PLAN DETAIL

1" = 1'-0"AE402

31 COLUMN PLAN DETAIL

1" = 1'-0"AE402

32 COLUMN PLAN DETAIL

1" = 1'-0"AE402

33 COLUMN PLAN DETAIL

1" = 1'-0"AE402

34 COLUMN PLAN DETAIL

1" = 1'-0"AE402

28 COLUMN PLAN DETAIL

1" = 1'-0"AE402

29 COLUMN PLAN DETAIL

1" = 1'-0"AE402

12 COLUMN PLAN DETAIL

1" = 1'-0"AE402

14 COLUMN PLAN DETAIL

1" = 1'-0"AE402

16 COLUMN PLAN DETAIL

1" = 1'-0"AE402

18 COLUMN PLAN DETAIL

1" = 1'-0"AE402

19 COLUMN PLAN DETAIL

1" = 1'-0"AE402

20 COLUMN PLAN DETAIL

1" = 1'-0"AE402

27 COLUMN PLAN DETAIL

1" = 1'-0"AE402

4 COLUMN PLAN DETAIL

1" = 1'-0"AE402

3 COLUMN PLAN DETAIL

1" = 1'-0"AE402

2 COLUMN PLAN DETAIL

1" = 1'-0"AE402

1 COLUMN PLAN DETAIL

1" = 1'-0"AE402

35 COLUMN PLAN DETAIL

1" = 1'-0"AE402

15 COLUMN PLAN DETAIL

NOTE: SEE SHEET AE601 FOR PARTITION TYPES

NO. REVISIONS DATE

PChoi Snapshot

EXISTING CONC COLUMN

F.3

7.1

7.1

7.3

7.1

EXIST STEEL

CROSS-BRACING

SHOWN DASHED

CORNER BEAD

EXISTING CONC COLUMN

7.4

F.3

EXISTING STEEL CROSS-

BRACING SHOWN DASHED

7.1 7.1

7.35.1

5.1

CORNER BEAD, TYP

EXISTING CONC COLUMN

D.8

7.3

7.3

7.1

5.1

7.3

E

EXISTING CONC COLUMN

D.8

7.1

EXIST STEEL

CROSS-BRACING

SHOWN DASHED

7.1

7.3

7.1

5.15.1

E

CORNER BEAD

EXISTING CONC COLUMN

D.8

11.1

11.1

7.1 5.1

E

EXISTING CONC COLUMN

D.8

7.1 7.1

7.1

EXIST STEEL

CROSS-BRACING

SHOWN DASHED

E

EXISTING CONC COLUMN

D.8

7.1

7.3

7.1

7.3

CORNER BEAD

EXISTING CONC COLUMN

D.8

2.1

2.1

7.1

7.2

CORNER BEAD, TYP

EXISTING CONC COLUMN

F.3

7.3

7.3

7.3

7.3

6.1 5.1

5.1

CORNER BEAD

EXISTING CONC COLUMN

F.3

CORNER BEAD

7.1

6.1

14.412.1

12.1

7.3

13.1

F

EXISTING CONC COLUMN

F.3

EXISTING STEEL

CROSS-BRACING

SHOWN DASHED

7.1

5.1

8.3

8.3

8.1

CORNER BEAD

F

F.3

7.3

7.3

7.2

EXIST STEEL

CROSS-BRACING

SHOWN DASHED

EXISTING CONC COLUMN

CORNER BEAD, TYP

7.1

D

EXISTING CONC COLUMN

2'

D.2

7.1

7.3

7.3

7.1

7.1

7.1

CORNER BEAD

D

EXISTING

CONC COLUMN

ALIGN

D.2

10.8

14.1

11.1

11.1

1' - 8"

EXISTING PARTITION

11.3 11.1

EXISTING

PARTITION

CORNER BEAD, TYP

SELANT

D

EXISTING

CONC COLUMN

1/

4"

ALIGN

D.2

12.2

SEALANT

1' - 7"

11.1

11.1

11.1

7.1

14.1

EXISTING

PARTITION

EXISTING

PARTITION

CORNER

BEAD, TYP

D

EXISTING CONC COLUMN

D.2

EXISTING STEEL

CROSS- BRACING

SHOWN DASHED

7.1

11.3 11.3

CORNER BEAD

C

EXISTING CONC COLUMN

B.8

11.3

11.1

11.1

43 2.1

CORNER BEAD, TYP

C

EXISTING CONC COLUMN

B.8

11.3

11.3

11.3

11.3

5.1

5.1

CORNER BEAD, TYP

C

5/8" GYP BD

EXISTING CONC COLUMN

EXISTING RATED

CONSTRUCTION

B.8

EXISTING STEEL

CROSS-BRACING

SHOWN DASHED

EXISTING METAL STUD

NEW SOUND INSULATION

C

B.8

11.3

11.3

7.1

7.1

EXISTING CONC COLUMN

5.1

5.1

5.1

CORNER BEAD

C

EXISTING CONC COLUMN

B.8

8.1

7.1

7.3 1"

EXISTING STEEL

CROSS- BRACING

SHOWN DASHED

EXISTING STEEL

CROSS- BRACING

SHOWN DASHED

4.A

16.A

EXISTING

CONC COLUMN

EXISTING RATED

CONSTRUCTION

B.2

10.8

7.3

7.1

7.1

11.1

14.1

CORNER BEAD

EXISTING

CONC COLUMN

B.2

12.2

1' - 7" 1' - 6"

6.111.111.311.1

11.1

7.1

8.1

1'

CORNER BEAD

6.15.1

F

EXISTING CONC COLUMN

F.3

EXISTING STEEL CROSS-

BRACING SHOWN DASHED

7.1 7.3

7.3

CORNER BEAD

F

EXISTING CONC COLUMN

F.3

11.3

7.1

11.3

7.1

CORNER BEAD, TYP

F

EXISTING CONC COLUMN

F.3

14.1

14.1

14.1

14.1

CORNER BEAD, TYP

C

EXISTING

CONC COLUMN

B.8

11.3

11.3

11.3

7.3

5.1 3 3

CORNER BEAD, TYP

C

EXISTING CONC COLUMN

B.8

11.3

11.3 11.3

11.3 LINE OF SOLID

SURFACE CAP BELOW

CORNER BEAD, TYP

C

EXISTING CONC COLUMN

B.8

11.3

11.3

11.3

7.1

7.1

EXISTING STEEL

CROSS-BRACING

SHOWN DASHED

CORNER BEAD, TYP

C

EXISTING CONC COLUMN

B.8

11.3

11.3

11.3

11.1

11.1

CORNER BEAD, TYP

SOLID SURFACE

CAP BELOW

MULLION MATE (RE SPEC SECTION 09 29 00):

FINISHED TO MATCH EXISTING MULLIONS .

CONTINUOUS FULL HEIGHT OF WINDOW MULLION.

PARTITION CAP -PAINT

FRAME AND GLAZING5"

T

Y P

GASKET WITH ADHESIVE

ON BOTH SIDES OF

MULLION MATE

5.15.1

5.1

AE404

LINE OF GYP BOARD

UNDER CAP

DOUBLE STUD

1X HARDWOOD BLOCKING

SEE PLAN FOR DIMENSION

LINE OF SOLID SURFACE

WINDOW SILL ABOVE

3 5/8" METAL STUD

5/8" GYP BD

3-5/8" METAL STUDS

@ 16" OC

S E

E P

LA

N

5.1

EXTERIOR

ALUMINUM WINDOW

FOR PARTITION

TYPE SEE PLAN

CL

GASKET WITH ADHESIVE

ON BOTH SIDES OF

MULLION MATE

PREFINISHED

METAL TRIM

1X HARDWOOD

BLOCKING

GYP BD

DOUBLE STUD

2 1/2"

LINE OF

WINDOW SILL

BELOW

4" 4"

BACKER BOARD

CT

W.C.

4" WASTE PIPE & FLOOR

PENETRATION TO CLEAR

STEEL BRACING-SEE MECH

FOR SIZE & LOCATION

WRAP TIGHT WITH HIGH

DENSITY SOUND

INSULATION

CL

EXIST

STEEL

BRACING

GYPBD/STUD WALL

CUT RUNNER CHANNEL,

PROVIDE DIAGONAL

STRAPPING ACROSS

OPENING

DOUBLE STUD

TYP

10"

F

F.3 11.3

11.3

11.37.1

7.1

7.1 5.1

CORNER BEAD, TYP

EXISTING

CONC COLUMN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

10/27/2023

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

C U s e rs \p c h o i\ D o c u m e n ts

\1

V

A M

C -B ilo x i B u ild in g

R

C e n tr a l m o d e l_

Y e u n y o u n g .r v t

/1 /2

:3

:1

A M

AE403

PLAN DETAILS RENOVATE BUILDING 1

LA CD, PC

94 238

1" = 1'-0"AE403

9 COLUMN PLAN DETAIL

1" = 1'-0"AE403

10 COLUMN PLAN DETAIL

1" = 1'-0"AE403

1 COLUMN PLAN DETAIL

1" = 1'-0"AE403

2 COLUMN PLAN DETAIL

1" = 1'-0"AE403

3 COLUMN PLAN DETAIL

1" = 1'-0"AE403

4 COLUMN PLAN DETAIL

1" = 1'-0"AE403

5 COLUMN PLAN DETAIL

1" = 1'-0"AE403

6 COLUMN PLAN DETAIL

1" = 1'-0"AE403

11 COLUMN PLAN DETAIL

1" = 1'-0"AE403

12 COLUMN PLAN DETAIL

1" = 1'-0"AE403

13 COLUMN PLAN DETAIL

1" = 1'-0"AE403

15 COLUMN PLAN DETAIL

1" = 1'-0"AE403

16 COLUMN PLAN DETAIL

1" = 1'-0"AE403

17 COLUMN PLAN DETAIL

1" = 1'-0"AE403

18 COLUMN PLAN DETAIL

1" = 1'-0"AE403

19 COLUMN PLAN DETAIL

1" = 1'-0"AE403

20 COLUMN PLAN DETAIL

1" = 1'-0"AE403

22 COLUMN PLAN DETAIL

1" = 1'-0"AE403

24 COLUMN PLAN DETAIL

1" = 1'-0"AE403

26 COLUMN PLAN DETAIL

1" = 1'-0"AE403

27 COLUMN PLAN DETAIL

1" = 1'-0"AE403

29 COLUMN PLAN DETAIL

1" = 1'-0"AE403

30 COLUMN PLAN DETAIL

1" = 1'-0"AE403

7 COLUMN PLAN DETAIL

1" = 1'-0"AE403

8 COLUMN PLAN DETAIL

1" = 1'-0"AE403

14 COLUMN PLAN DETAIL

1" = 1'-0"AE403

21 COLUMN PLAN DETAIL

1" = 1'-0"AE403

23 COLUMN PLAN DETAIL

1" = 1'-0"AE403

25 COLUMN PLAN DETAIL

1" = 1'-0"AE403

28 COLUMN PLAN DETAIL

1" = 1'-0"AE403

32 PLAN DETAIL AT CAP

1" = 1'-0"AE403

31 PLAN DETAIL AT EDGE OF PARTITION

1" = 1'-0"AE403

33 WALL DETAIL AT WINDOW

1 1/2" = 1'-0"AE403

34 PLAN DETAIL AT PLUMBING CHASE

1" = 1'-0"AE403

35 COLUMN PLAN DETAIL

NOTE: SEE SHEET AE601 FOR PARTITION TYPES

NO. REVISIONS DATE

PChoi Snapshot

D 1' - 9 1/2"

4 1/4" 2"

1' - 10" 1' - 9"

1'

5'

/4

CORRIDOR

C3-100

WEST STAIR

3B110

PATIENT ROOM 7 -

NEGATIVE

PRESSURE

3B111

D

1' - 10" 1' - 9"

1'

5'

/4

CORRIDOR

C4-100

WEST STAIR

4B110

PATIENT ROOM 7 -

NEGATIVE

PRESSURE

4B111

D

5" 1'

5"

4'

1/ 4"

5" 2' - 1"

TOILET ROOM

5B112

DENTAL LAB

5B113

E

7.4

D.8

AE401

1'

2'

1' - 3" 2' - 2"11.3

PATIENT

BATHROOM

3B123A

MD DICTATION

3B122

CORRIDOR

C3-102

E

7.4

10" 5" 2' - 2" 5"

5" 2'

5"

D.8

AE401

SIM

PATIENT

BATHROOM

4B123A

MD DICTATION

4B122

CORRIDOR

C4-102

E

7.4

5" 2'

5"

3' - 5" 5"

D.8

AE402

SOILED UTILITY

5B130

CORRIDOR

C5-102

DENTIST

WORKSTATIONS

5B129

E

D.8

5" 3'

3' - 2"

1' - 9"

EXISTING 2'-4" DIAMETER

LINEN CHUTE

2' - 6 3/4" 2 1/4"

AE404

EXISTING STEEL TUBE

BRACING (DASHED)

5" 1' - 2 5/8"

LINEN

CHUTE

EXIST VERTICAL STEEL

TUBE BRACING

SST COUNTERTOP

CL

1'

/4

1'

1'

2"

EXIST CONCRETE

COLUMN

D.8

3'

5"

1'

2"

1' - 4"

3' - 4"

AE404

2' - 9" 2"

EXISTING 2'-4" DIAMETER

LINEN CHUTE

EXISTING STEEL TUBE

BRACING (DASHED)

EXIST VERTICAL STEEL

TUBE BRACING

SST COUNTERTOP

5" 1' - 0 5/8"

CL

EXIST CONCRETE

COLUMN

1'

/4

1'

/4

LINEN

CHUTE

D.8

1'

2"

3'

5"

3' - 2"

AE404

2' - 9" 2"

LINEN

CHUTE

EXISTING 2'-4" DIAMETER

LINEN CHUTE

EXISTING STEEL TUBE

BRACING (DASHED)

EXIST VERTICAL STEEL

TUBE BRACING

SST COUNTERTOP

16.A 5" 1' - 0 1/4"

EXIST CONCRETE COLUMN

1' - 4"

CL

1'

/8

1'

/1 6"

F

1'

2'

5"

1' - 8" 2' - 6"

F.3

AE401

BARIATRIC

PATIENT ROOM 12

3A125

F

1'

2'

1' - 8" 2' - 6"

F.3

AE402

BARIATRIC

PATIENT ROOM 12

4A125

F

1'

2'

1' - 8" 2' - 6" 5"

F.3

AE403

DIRECTORS

CONFERENCE

ROOM

5A122

C

1'

4"

1' - 10" 4"

B.8

ANTE ROOM

4A131B

BED STORAGE

4A130

BARIATRIC

PATIENT ROOM 13

- NEG. PRESS.

4A131

C

5" 1' - 10" 4" 5"

1" 4"

1'

5"

B.8

AE403

6.4

11.1 11.3

11.3

11.3 11.1

6.1

8.1

MENS TOILET

ROOM

5A124

CORRIDOR

C5-109

D

D.2

1' - 5" 2' - 0"

2'

6"

AE402

CORRIDOR

C4-107A

STAFF TOILET

4A136

CORRIDOR

C4-107

D

2'

6"

1' - 5" 2' - 0" 5"

D.2

AE402

SIM

5.1

CUBICLES

5A134

CORRIDOR

C5-107A

CORRIDOR

C5-107

7.1

7.1

5.1

D

1'

6"

D.2

2' - 0"

2"

3"

AE402

CORRIDOR

C4-101

CLEAN LINEN

4B108

KINESIOTHERAPY

4B109

D 2' - 0" 2"

1'

6"

D.2

AE402

SIM

7.1 5.1

7.1

MEDICATION

ROOM

5B109

CORRIDOR

C5-102B

E

D.8

AE404

DISCHARGE BOX

TYPE "H"

EXISTING CHUTE

DOOR

D.8

AE404

EXISTING PARTITION

PERMANENTLY WELD

ACCESS DOOR SHUT

EXISTING CHUTE

4'

2'

EXISTING STRUCTURAL METAL

BRACING ABOVE SOFFIT

LINE OF SOFFIT ABOVE

5/8" GYP BOARD

3 5/8" METAL STUD FRAMING

AE113

Sim

5/8" GYP BOARD

MODIFY STRUCTURAL CROSS BRACING

SEE 1/S150

3 5/8" METAL STUD FRAMING

5/8" GYP BOARD

MODIFY STRUCTURAL CROSS BRACING

SEE 1/S150

TYP CORNER GUARD

B.7

B.8

D.8

1'

4" CONC.

RAISED SLAB

METAL COLLAR

ON 4" SLAB FILLED

WITH CONC

EXISTING 2'-4"

DIAMETER LAUNDRY

CHUTE

3' - 6"

3'

EXISTING

CONCRETE FLOOR

EXIST SHAFT LINER

FLOOR FRAME

PERMANENTLY WELD

ACCESS DOOR SHUT ON

2ND FLOOR

3'

EXISTING CHUTE

EXIST SHAFT LINER

EXISTING CHUTE

EXISTING

CONCRETE FLOOR

SEE PLAN FOR

PARTITION TYPE

FLOOR FRAME

PROVIDE NEW

INTAKE SECTION

EXISTING CHUTE

V E

R

2' -6

SPRINKLER HEAD

SST COUNTERTOP OVER

3/4" PLYWOOD

CHUTE DOOR (FIRE-RATED)

CLEAT EACH SIDE

AS NEEDED

SEALANT BETWEEN DOOR

FRAME AND COUNTERTOP

5/8" GYPBD ON 3 5/8"

STEEL STUDS

5/8" GYPBD ON 3 5/8"

STEEL STUDS

EXIST STRUCTURAL STEEL

TUBE BRACING

.0

P E

R M

F R

D O

O R

S

IZ

E

EXISTING CHUTE

EXISTING

CONCRETE FLOOR

SPRINKLER HEAD

3'

PEDESTAL SUPPORT

DISCHARGE BOX

TYPE "H"

2'

DOOR

5TH FLOOR

52' - 0 9/32"

LINE OF WALL BEYOND

3 5/8' METAL STUD @

1'-4" O.C., FILL WITH

BATT INSULATION

DOUBLE 6" METAL STUD

SOLID SURFACE SILL

3 5/8" METAL

CHANNEL STUD

CONTINUOUS SEALANT AT

ALL THREE SIDE

5/8"

CONTINUOUS BLOCKING

BASE - SEE SCHEDULE

3 5/8" METAL

RUNNER CHANNEL

2'

/4

3 5/8' METAL STUD @

1'-4" O.C

1/

4"

3 5/8" METAL STUD

5TH FLOOR

52' - 0 9/32"

LINE OF WALL BEYOND

3 5/8' METAL STUD @ 1'-4" O.C.,

FILL WITH BATT INSULATION

DOUBLE 6" METAL STUD

CONTINUOUS 2x4

BLOCKING AT

THREE SIDE

SOLID SURFACE CAP

3 5/8" METAL CHANNEL STUD

CONTINUOUS SEALANT

AT ALL THREE SIDE

5/8"

BLOCKING

BASE - SEE SCHEDULE

3 5/8" METAL RUNNER CHANNEL

2'

/4

1/

4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

10/27/2023

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

C U s e rs \p c h o i\ D o c u m e n ts

\1

V

A M

C -B ilo x i B u ild in g

R

C e n tr a l m o d e l_

Y e u n y o u n g .r v t

/1 /2

:3

:2

A M

AE404

PLAN AND SECTION DETAILS RENOVATE BUILDING 1

LA CD, PC

95 238

1/2" = 1'-0"AE404

15 PLAN DETAIL - 3RD FLOOR

1/2" = 1'-0"AE404

8 PLAN DETAIL - 4TH FLOOR

1/2" = 1'-0"AE404

1 PLAN DETAIL - 5TH FLOOR

1/2" = 1'-0"AE404

16 PLAN DETAIL - 3RD FLOOR

1/2" = 1'-0"AE404

9 PLAN DETAIL - 4TH FLOOR

1/2" = 1'-0"AE404

2 PLAN DETAIL - 5TH FLOOR

1/2" = 1'-0"AE404

24 PLAN DETAIL - 3RD FLOOR

1/2" = 1'-0"AE404

25 PLAN DETAIL - 4TH FLOOR

1/2" = 1'-0"AE404

26 PLAN DETAIL - 5TH FLOOR

1/2" = 1'-0"AE404

17 PLAN DETAIL - 3RD FLOOR

1/2" = 1'-0"AE404

10 PLAN DETAIL - 4TH FLOOR

1/2" = 1'-0"AE404

3 PLAN DETAIL - 5TH FLOOR

1/2" = 1'-0"AE404

11 PLAN DETAIL - 4TH FLOOR

1/2" = 1'-0"AE404

4 PLAN DETAIL - 5TH FLOOR

1/2" = 1'-0"AE404

12 PLAN DETAIL - 4TH FLOOR

1/2" = 1'-0"AE404

5 PLAN DETAIL - 5TH FLOOR

1/2" = 1'-0"AE404

13 PLAN DETAIL - 4TH FLOOR

1/2" = 1'-0"AE404

6 PLAN DETAIL - 5TH FLOOR

1/2" = 1'-0"AE404

22 PLAN DETAIL - 1ST FLOOR

1/2" = 1'-0"AE404

23 PLAN DETAIL - 2ND FLOOR

1/2" = 1'-0"AE404

28 PLAN DETAIL - 5TH FLOOR

1/2" = 1'-0"AE404

27 PLAN DETAIL - ATTIC

1/2" = 1'-0"AE404

18 LAUNDRY CHUTE SECTION AT 2ND FLOOR

1/2" = 1'-0"AE404

19 TYP SECTION AT LAUNDRY CHUTE 3RD, 4TH & 5TH FLOORS

1/2" = 1'-0"AE404

20 SECTION AT LAUNDRY CHUTE FIRST FLOOR

1" = 1'-0"AE404

14 SECTION DETAIL @ CAP - 5TH FLOOR

1" = 1'-0"AE404

21 SECTION DETAIL @ CAP - 5TH FLOOR

1/2" = 1'-0"AE404

7 NOT USED

NO. REVISIONS DATE

PChoi Snapshot

G U

A R

D R

A

IL

3'

M

IN

H A

N D

R A

IL

2'

0"

2"

1-1/2" DIA WD

HANDRAIL

EXIST STL POST

WD RAIL CAP - REUSE

EXIST AS AVAILABLE

4"X4" STL POST EXTENSION

EXIST POST CAP

REINSTALL OVER NEW

POST EXTENSION

STL STANDOFF

1"X1" STL TUBE SPANNING

POST TO POST

1/2"X1" STL PLATE -

ATTACH TO EXIST

1-1/2" DIA STL POST

1-1/2" DIA TOE RAIL

PAINT

EXIST STL PICKETS

OPEN. OPTION FOR

PUNCHED DECORATIVE

12 GAUGE PANEL

PREFIN STL BASE

PLATE COVER

BASE PLATE W/

4 - 1/2" ANCHOR

BOLTS

1-1/2" DIA STL

HANDRAIL @ ENDS

12" .

STEEL SUPPORT INSIDE

POST SHOWN DASHED TYP

PROVIDE RC TREAD

AND RISER TYPICAL

1"

1" 3 1/2"

1"X1" STL TUBE SPANNING

POST TO POST

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P14 TYP.

WD RAIL CAP - REUSE

EXIST AS AVAILABLE

4"X4" STL POST EXTENSION

EXIST POST CAP

REINSTALL OVER NEW

POST EXTENSION

STL STANDOFF

2 1/4"

1"X1" STL TUBE

SPANNING POST

TO POST

1/2"X1" STL PLATE -

ATTACH TO EXIST

PICKETS

REMOVE EXIST WD

RAIL CAP; RETAIN FOR

USE AS NEW

GUARDRAIL

REMOVE EXIST POST

CAP; RETAIN FOR USE ON

NEW POST EXTENSION

EXIST STL POST TO REMAIN

EXIST STL RAIL TO REMAIN

STEEL PICKETS BEYOND

1-1/2" DIA WD

HANDRAIL

EXIST STL POST

WD RAIL CAP - REUSE

EXIST AS AVAILABLE

4"X4" STL POST EXTENSION

EXIST POST CAP

REINSTALL OVER NEW

POST EXTENSION

STL STANDOFF

1"X1" STL TUBE

SPANNING POST TO POST

EXIST STL PICKETS

OPEN. OPTION FOR

PUNCHED

DECORATIVE 12

GAUGE PANEL

2 1/4"

G U

A R

D R

A

IL

3'

M

IN

H A

N D

R A

IL

2'

0"

1-1/2" DIA STL

HANDRAIL @ BENDS

PROVIDE RB TREADS

AND RISER TYPICAL

1-1/2" DIA WD

HANDRAIL

EXIST STL POST

WD RAIL CAP - REUSE

EXIST AS AVAILABLE

4"X4" STL POST EXTENSION

EXIST POST CAP

REINSTALL OVER NEW

POST EXTENSION

STL STANDOFF

1"X1" STL TUBE SPANNING

POST TO POST

EXIST STL PICKETS

G U

A R

D R

A

IL

3'

M

IN

1-1/2" DIA STL

HANDRAIL @ BENDS

H A

N D

R A

IL

2'

0"

1' - 0"

1'

PROVIDE RB TREAD

AND RISER TYPICAL

1"X1" STL TUBE SPANNING

POST TO POST

OPEN. OPTION FOR

PUNCHED DECORATIVE

12 GAUGE PANEL

1-1/2" DIA WD

HANDRAIL

EXIST STL POST

WD RAIL CAP - REUSE

EXIST AS AVAILABLE

4"X4" STL POST EXTENSION

EXIST POST CAP

REINSTALL OVER NEW

POST EXTENSION

STL STANDOFF

1"X1" STL TUBE

SPANNING POST

TO POST

EXIST STL PICKET

1-1/2" DIA STL

HANDRAIL @ BENDS

3'

2'

0"

± 8"

2 1/4"

2 1/4"

OPEN. OPTION FOR

PUNCHED

DECORATIVE 12

GAUGE PANEL

1-1/2" DIA WD

HANDRAIL

EXIST STL POST

4"X4" STL POST

EXTENSION

EXIST POST CAP

REINSTALL OVER NEW

POST EXTENSION

1-1/2" DIA STL POST

EXIST STL PICKETS

2 1/4"

PROVIDE RC TREAD

AND RISER TYPICAL

4"X4" STL POST EXTENSION

EXIST POST CAP

REINSTALL OVER NEW

POST EXTENSION

STL STANDOFF

1-1/2" DIA STL

HANDRAIL @ ENDS

STEEL SUPPORT INSIDE

POST SHOWN DASHED TYP

1-1/2" DIA WD

HANDRAIL

WD RAIL CAP - REUSE

EXIST AS AVAILABLE

1"X1" STL TUBE SPANNING

POST TO POST

OPEN. OPTION FOR

PUNCHED DECORATIVE 12

GAUGE PANEL

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P14 TYP.

1-1/2" DIA WD

HANDRAIL

EXIST STL POST

WD RAIL CAP - REUSE

EXIST AS AVAILABLE

4"X4" STL POST EXTENSION

EXIST POST CAP

REINSTALL OVER NEW

POST EXTENSION

STL STANDOFF

EXIST STL PICKETS

G U

A R

D R

A

IL

3'

M

IN

H A

N D

R A

IL

2'

1/

1-1/2" DIA STL

HANDRAIL @

BENDS PAINT

1"X1" STL TUBE SPANNING

POST TO POST

OPEN. OPTION FOR

PUNCHED DECORATIVE 12 GAUGE

PANEL

NOTE:

PAINT NEW & EXISTING METAL PORTIONS

OF STAIR, INCLUDING POST, RAILING,

BASE, RISERS & PICKETS COLOR P14 TYP.

1-1/2" DIA WD

HANDRAIL

EXIST STL POST

WD RAIL CAP - REUSE

EXIST AS AVAILABLE

4"X4" STL POST EXTENSION

EXIST POST CAP

REINSTALL OVER NEW

POST EXTENSION

EXIST STL PICKETS

1-1/2" DIA STL

HANDRAIL @ BENDS

2 5/16"

PROVIDE LVT AT

LANDINGS TYPICAL

PROVIDE RB TREAD

RISER TYPICAL

1"X1" STL TUBE SPANNING

POST TO POST

OPEN. OPTION FOR

PUNCHED DECORATIVE 12 GAUGE PANEL

1-1/2" DIA WD

HANDRAIL

STL STANDOFF

EXISTING WALL

EXIST STAIR

2 1/4"

2'

0"

EXISTING CONCRETE

SLAB

EXISTING CONCRETE SLAB

NEW EXPANSION JOINT COVER

ASSEMBLY.

RE: SPEC SECTION 07 95 13

PROVIDE LVT

EXISTING FLOORING

4TH FLOOR

39' - 0"

21.9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

10/27/2023

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

C U s e rs \p c h o i\ D o c u m e n ts

\1

V

A M

C -B ilo x i B u ild in g

R

C e n tr a l m o d e l_

Y e u n y o u n g .r v t

/1 /2

:3

:2

A M

AE501

STAIR SECTION DETAILS RENOVATE BUILDING 1

LA CD

96 238

1 1/2" = 1'-0"AE501

1 TYP STAIR LANDING DETAIL

1 1/2" = 1'-0"AE501

2 TYP POST/RAILING DETAIL

1 1/2" = 1'-0"AE501

3 TYP/DEMO POST/RAILING DETAIL

1 1/2" = 1'-0"AE501

4 TYP STAIR RAIL DETAIL

1 1/2" = 1'-0"AE501

5 TYP STAIR RAIL DETAIL

1 1/2" = 1'-0"AE501

6 TYP STAIR RAIL DETAIL

1 1/2" = 1'-0"AE501

7 TYP STAIR LANDING DETAIL

1 1/2" = 1'-0"AE501

8 TYP STAIR RAIL DETAIL

1 1/2" = 1'-0"AE501

9 TYP STAIR RAIL DETAIL

1 1/2" = 1'-0"AE501

10 TYP HANDRAIL @ EXIST WALL

3" = 1'-0"AE501

11 EXPANSION JOINT ASSEMBLY

NO. REVISIONS DATE

PChoi Snapshot

REINSTALL WROUGHT IRON

HANDRAIL, ESCUTCHEONS, AND

FASTENERS. REMOVE AND REPAIR

DEGRADED AREAS AND PREP FOR

NEW FINISH; INSTALL SIDE

FASTENERS PER EIFS MANUF

RECOMMENDATIONS, TYP

5/8" GYP BDNESTED 3 5/8" MTL STUDS

@ 16" OC 1/2" THICKNESS

SOLID SURFACE SILL

@ STUB WALL, TYP

PREFIN MTL FLASHING

BELOW

AE502

PROVIDE HIGH DENSITY

SPRAY FOAM INSULATION

PROVIDE HIGH DENSITY

SPRAY FOAM INSULATION

AE502

PROVIDE HIGH DENSITY

SPRAY FOAM INSULATION

BATT INSULATION

1/ 2"

NEW STANDING SEAM METAL BELOW

(TO MATCH EXISTING ROOF)

1/2" THICKNESS SOLID

SURFACE SILL

@ STUB WALL, TYP

PREFIN MTL FLASHING

BELOW

CONTINUOUS WATERPROOF

COATING OVER EIFS AND

DOWN OVER MASONRY

ADJUST WIDTH &

DEPTH OF CORNER

COLUMNS, AS REQ'D,

ALIGN W/ OTHER

SURROUNDS

BACKER ROD & SEALANT

EIFS FOAM INSUL BD W/

BASE & PRIMER COAT

REINSTALL

COLUMNS

REINSTALL WROUGHT IRON

HANDRAIL, ESCUTCHEONS, AND

FASTENERS. REMOVE AND REPAIR

DEGRADED AREAS AND PREP FOR

NEW FINISH.

AE502

PROVIDE HIGH DENSITY

SPRAY FOAM INSULATION

BATT INSULATION

AE502

MASONRY INFILL

5/8" EXTERIOR SHEATHING W/

LIQUID APPLIED AIR BARRIER

EIFS W/ BASE & PRIMER COAT

SEALANT

ALUMINUM CURTAINWALL

SHIM AS REQ'D

EXISTING CONCRETE

COLUMN TO REMAIN

SEALANT ALL AROUND

TREATED WOOD BLOCKING

6" 16GA STEEL STUDS

1/2" THICKNESS

SOLID SURFACE SILL,

RADIUS EASED EDGE

5/8" GYP BD

3 5/8" MTL STUDS @ 16" OC

4" 16GA STEEL STUDS

2"

X

1/

2"

F

IE

LD

V

E R

IF

Y

1' - 1" VERIFY 1' - 1" VERIFY

AE502

BACKER ROD AND

SEALANT

LINE OF GYP BD SURFACE BELOW

BATT INSULATION

2" H.D. SPRAY FOAM

ALIGN

FILL WITH INSULATION

PRE-FINISHED BREAK METAL CAP

FLASHING BELOW TO MATCH ROOF

CL

EXISTING METAL

COLUMN TO

REMAIN

STANDING SEAM

METAL ROOF

REINSTALL STL.

CHANNELS AND ATTACH

TO CONCRETE CURB.

SEE STRUCTURAL

SEALANT ALL AROUND

TREATED

WD BLOCKING

REINSTALL WROUGHT IRON

RAILING, ESCUTCHEONS, AND

FASTENERS.

EIFS W/ BASE, & PRIMER

COAT, BACK WRAP ENDS

BACKER ROD AND

SEALANT

ALUMINUM CURTAINWALL

W/ PLASTIC SHIMS

2-HOUR RATED

FIREPROOFING

REFINISHED METAL

COLUMNS

PROVIDE LIQUID APPLIED

FLASHING OVER SHEATHING

RETURN BACK

UNDER ALUM STOREFRONT MIN

4" EA SIDE

INSTALL 0.125 ALUM COLUMN

BASE

EXTERIOR SHEATHING

X

8".

10" 10"

1' - 8"

AE502

8"

2" H.D. SPRAY FOAM

NESTED 3 5/8" METAL STUD

THERMAL INSULATION

5/8" GYPBD

LINE OF GYP BD

SURFACE BELOW

ALIGN

ALUMINUM

CURTAINWALL

EXISTING STEEL

TUBE COLUMN

WOOD BLOCKING

AS REQUIRED

1/2" THICKNESS

SOLID SURFACE SILL,

RADIUS EASED EDGE

/1 6"

1/

2"

EXCEPT AS DESCRIBED IN THE ENLARGED DETAILS THIS SHEET, THIS DETAIL IS

TYPICAL FOR ALL STOREFRONT WINDOW LOCATIONS ON THE 3RD AND 4TH FLOORS.

EXISTING STRUCTURAL COLUMNS AT PERIMETER OF BUILDING 1 ARE CONCRETE AT

3RD AND 4TH FLOORS AND STEEL PIPE COLUMNS AT 5TH FLOOR. STEEL COLUMNS

HAVE CHANNEL AND ANGLE SUPERSTRUCTURE.

DIMENSIONS BETWEEN COLUMNS VARY BASED ON LOCATION IN BUILDING. SEE

WINDOW TYPES FOR SIZE REQUIREMENTS BETWEEN COLUMNS/BLOCKING.

CONTRACTOR TO VERIFY IN FIELD.

CONDITIONS SHOWN ARE THE SAME AT 3RD AND 4TH FLOORS EXCEPT EXISTING

STRUCTURAL COLUMNS DIFFER.

COORDINATE W/ NEW BUILD OUT SET FOR CONNECTION TO 2 1/2" MTL STUDS AT

INTERIOR OF BUILDING.

SEE DETAILS ON SHEETS AE502-AE503 FOR ADDITIONAL INFORMATION.

PROVIDE LIQUID APPLIED AIR BARRIER OVER ALL GLASS MAT SHEATHING

1.

2.

3.

4.

5.

6.

7.

NOTE

SEALANT ALL AROUND

WOOD BLKG

BACKER ROD AND

SEALANT

ALUMINUM CURTAINWALL

UNIT W/ SHIMS AS

REQ'D

5/8" GYP BD, STOP 1/8" MIN.

FROM ALUM FRAME

EIFS FOAM INSUL BD

W/ BASE & PRIMER

COAT

LIQUID APPLIED LASHING MEMBRANE

OVER GLASS MAT EXT SHEATHING AND

RETURNED BACK UNDER ALUM FRAME,

MIN 4" EA SIDE

5/8" GLASS MAT SHEATHING

WITH LIQUID APPLIED AIR

BARRIER

1/

2"

SEALANT ALL AROUND

WOOD BLOCKING

BACKER ROD AND

SEALANT

ALUMINUM CURTAINWALL

UNIT W/ SHIMS AS

REQ'D

5/8" GYP BD, STOP 1/8" MIN.

FROM ALUM FRAME

LIQUID APPLIED LASHING MEMBRANE

OVER GLASS MAT EXT SHEATHING AND

RETURNED BACK UNDER ALUM FRAME,

MIN 4" EA SIDE

EIFS FOAM INSUL BD

W/ BASE & PRIMER

COAT

5/8" GLASS MAT SHEATHING

WITH LIQUID APPLIED AIR

BARRIER

1/

2"

2"

7 1/8"CONTINUOUS WATERPROOF

COATING OVER EIFS AND

DOWN OVER MASONRY

ADJUST WIDTH &

DEPTH OF CORNER

COLUMNS, AS REQ'D,

ALIGN W/ OTHER

SURROUNDS

BACKER ROD & SEALANT

1" EIFS FOAM INSUL BD (2" @

SOME LOCATIONS) W/ BASE &

PRIMER COAT

PROVIDE HIGH DENSITY

SPRAY FOAM INSULATION

5/8" GYP BD

3 5/8" MTL STUDS @ 16" OC

BATT INSULATION

2" H.D. SPRAY FOAM INSULATION

TREATED WOOD BLOCKING

1/ 2"

1/2" THICKNESS

SOLID SURFACE SILL,

RADIUS EASED EDGE

LINE OF GYP BD

SURFACE BELOW

ADJUST WIDTH &

DEPTH OF CORNER

COLUMNS, AS REQ'D,

ALIGN W/ OTHER

SURROUNDS

EIFS FOAM INSUL BD W/

BASE & PRIMER COAT

PROVIDE HIGH DENSITY

SPRAY FOAM INSULATION

BACKER ROD &

SEALANT

ALUMINUM

CURTAINWALL

EXIST

MASONRY

EXISTING STEEL

COLUMN

CONFIGURATION

2-HOUR RATED

FIREPROOFING

MASONRY

INFILL

2" H.D. SPRAY

FOAM

THERMAL

INSULATION

1/

2"

5/8" GYPSUM

BOARD

NESTED 3 5/8" METAL

STUDS

1/2" THICKNESS

SOLID SURFACE SILL,

RADIUS EASED EDGE

1/ 2"

F

IE

LD

V

E R

IF

Y

LINE OF GYP BD

SURFACE BELOW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

10/27/2023

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

C U s e rs \p c h o i\ D o c u m e n ts

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AE502

PLAN DETAILS RENOVATE BUILDING 1

LA CD, MS

97 238

1 1/2" = 1'-0"AE502

1 TYPICAL CURTAINWALL DETAIL - 3RD & 4TH FLOOR

1 1/2" = 1'-0"AE502

2 TYPICAL CURTAINWALL DETAIL - 5TH FLOOR

3" = 1'-0"AE502

5 TYP (CONCRETE) COLUMN DETAIL - 3RD & 4TH FLOORS

3" = 1'-0"AE502

6 COLUMN DETAIL - 5TH FLOOR

6" = 1'-0"AE502

4 WINDOW JAMB @ STL COLUMN

6" = 1'-0"AE502

3 WINDOW JAMB & CONC COLUMN

3" = 1'-0"AE502

8 END CONDITION - 3RD & 4TH FLOOR

3" = 1'-0"AE502

7 END CONDITION - 5TH FLOOR

NO. REVISIONS DATE

PChoi Snapshot

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

520-317X

Dwg. of

BILOXI, MISSISSIPPI

C U s e rs \p c h o i\ D o c u m e n ts \1

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A

M

AE503

ROOF DETAILS RENOVATE BUILDING 1

Revisions: Date:

AE503 AE503 AE503 AE503

AE503

AE503

AE503AE503AE503

AE503 AE503

METAL ROOFING SYSTEM

SELF ADHERED UNDERLAYMENT

SELF ADHERED UNDERLAYMENT

SELF ADHERED UNDERLAYMENT

SELF ADHERED UNDERLAYMENT

SELF ADHERED UNDERLAYMENT

OVER 1" x 8" WOOD PLANK

DECKING

SELF ADHERED UNDERLAYMENT

OVER 1" x 8" WOOD PLANK

DECKING

SELF ADHERED UNDERLAYMENT

OVER 1" x 8" WOOD PLANK

DECKING SELF ADHERED UNDERLAYMENT

OVER 1" x 8" WOOD PLANK

DECKING

MODIFIED BITUMINOUS CAP SHEETS &

FELT LAYERS

GUTTER DETAIL RAKE EDGE DETAIL RIDGE DETAIL TRANSITION ROOF DETAIL

VALLEY DETAIL TRANSITION DETAIL WALL TERMINATION DETAIL TRANSITION ROOF DETAIL

WALL TERMINATION DETAIL EDGE GUARD DETAIL PARAPET CAP DETAIL

LA CD

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

238 98

BID DOCUMENTS

CONTINUOUS

16 GA BACKER

PLATE

10/27/2023

PChoi Snapshot

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

520-317X

Dwg. of

BILOXI, MISSISSIPPI

C U s e rs \p c h o i\ D o c u m e n ts \1

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M C

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A

M

AE504

DORMER DETAILS RENOVATE BUILDING 1

218Revisions: Date:

AE504 AE504

AE504

AE504

AE504AE504AE504AE504

AE503

AE504

AE504

AE504

AE504

AE504

AE504

WOOD FRAMING TO REMAIN

LIQUID

REINSTALL EXIST MTL

ROOFING OVER SELF

ADHERING ROOFING

MEMBRANE FOR DEDUCT

ALTERNATE #1

INSTALL METAL ROOF

SYSTEM OVER ENTIRE

ROOF FOR BASE BID

PREFIN MTL LOUVER;

REINSTALL ROOF PANELS AND SELF ADHERING ROOF

MEMBRANE. INSTALL ROOFING MEMBRANE OVER EXIST

PLYWD SHEATHING AND 12" UP SLOPE OF ROOF - TIE

INTO EXIST MEMBRANE FOR DEDUCT ALTERNATE #1

INSTALL METAL ROOF SYSTEM OVER ENTIRE ROOF

FOR BASE BID

EXISTING WOOD STUD

AND PLATE

APPLY CONTINUOUS HIGH

DENSITY SPRAY FOAM

R=25

APPLY CONT HIGH DENSITY

SPRAY FOAM R=25

INTEGRAL METAL DRIP

APPLY CONT HIGH DENSITY

SPRAY FOAM R=25

REINSTALL MTL ROOF AND

CLEAT FOR DEDUCT

ALTERNATE #1

INSTALL METAL ROOF

SYSTEM OVER

EXISTING WOOD DECKING

EXISTING BLOCKING TO

REMAIN WRAP W/

FLASHING MEMBRANE

APPLY CONTINUOUS HIGH

DENSITY SPRAY FOAM R=25

INSTALL METAL PANELS,

FLASHING & SEALANT, COLOR

TO MATCH EXISTING

APPLY CONT, HIGH DENSITY

SPRAY FOAM R=25AE504

DORMER VENT ELEVATION DORMER VENT SECTION - DEDUCT ALTERNATE # 1

DORMER HEAD DETAIL

DORMER JAMB DETAIL

DORMER VENT SIDE ELEVATION DORMER VENT FRONT ELEVATION DORMER VENT SECTION DORMER SILL DETAIL

FOR DEDUCT ALTERNATE #1

INSTALL METAL ROOF SYSTEM OVER

ENTIRE ROOF FOR BASE BID

APPLY CONT HIGH DENSITY FOAM

INSULATION, R=25

LA CD

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

238 99

BID DOCUMENTS

10/27/2023

PChoi Snapshot

DRAINAGE STRIP

ADHERED WITH

ADHESIVE

EIFS FINISH AND

BASE COAT OVER

INSULATION BOARD

3/16" JOINT

5/8" GLASS MAT

SHEATHING

W/ LIQUID APPLIED AIR

BARRIER

5TH FLOOR

52' - 0"

PREFIN ALUM SUBSILL EXTENSION

UNDER UNIT AND OVER NEW

CONCRETE SILL. PROVIDE CONT.

CLEAT AT EDGE.

INSTALL STANDING SEAM

METAL ROOF PANELS TO MATCH

ROOF

NEW PREFINISHED MTL

DRIP EDGE

BACKER ROD AND SEALANT

BETWEEN EIFS AND METAL DRIP

ALUMINUM CURTAINWALL SYSTEM W/

MANUFACTURER

SUBSILL W/ END DAMS; SHIM AS REQ'D

EXISTING WOOD STRUTS AND

OTHER BLOCKING TO REMAIN.

REPLACE WHERE

DETERIORATED.

EIFS FOAM INSULATION

SHAPE WITH BASE COAT

AND PRIMER

5/8" EXT GLASS MAT

SHEATHING

SILICONE ELASTOMERIC COATING

OVER

SEALANT TO ALUMINUM CURTAINWALL

BACKER ROD AND SEALANT

ALUMINUM CURTAINWALL SYSTEM,

SHIM AS REQ'D

EXISTING WOOD STRUTS AND

OTHER BLOCKING TO REMAIN.

REPLACE WHERE DETERIORATED.

THIS AREA REQUIRES FURTHER INVESTIGATION ONCE

SURROUNDING ROOFING AND INSULATION HAS BEEN

REMOVED

REINSTALL RE-FINISHED

METAL COLUMNS

SELF ADHERING ROOFING

MEMBRANE

REINSTALL WROUGHT IRON HANDRAIL,

ESCUTCHEONS, AND FASTENERS.

REMOVE AND REPAIR DEGRADED AREAS

AND PREP FOR NEW FINISH; INSTALL

SIDE FASTENERS INTO ALUM TUBES -

SEE DETAILS 1 & 2/ AE513.

1 1/2"

1 5/8" 1 1/2" 3 3/4" 1 9/16"

1/

4"

1/

2" 1"

1/

2"

1/

2"

1/ 2"

3" 3/

4" 1"

1/ 4"

1'

1/

2"

1/ 2"

1"

9/

/1 6"

1/2"

1/2"

1" 3"

/1 6"

AE511

ROLLER SHADE BRACKET

ATTACH TO MULLION

CEILING AS SCHED

7 1/2"

CLOSURE BY SHADE MFR

ROLLER SHADE

ATTACH TO

BRACKET

ALUM PANEL FASTENED W/

FRICTION CLIPS

BACKER ROD & SEALANT

BATT INSULATION

8" x 6" TALL CONCRETE SILL

ATTACHED TO EXISTING SLAB.

SEE STRUCTURAL.

SIMPSOM TITEN HD

BACKER ROD & SEALANT

7 1/2"

ALUM PANEL FASTEN W/

FRICTION CLIPS

1'

1'-0" x 8" CONCRETE THRESHOLD

LINE OF WALL BEYOND

BASE - SEE SCHEDULE

3 5/8' METAL STUD @

1'-4" O.C., FILL WITH

BATT INSULATION

DOUBLE 6" METAL STUD

BLOCKING

SOLID SURFACE SILL

3 5/8" METAL CHANNEL STUD

3 5/8" METAL RUNNER CHANNEL

SEALANT

INSULATED GLASS

SAWCUT & REMOVE A PORTION OF THE

EXISTING WOOD FRAMING AS REQUIRED

TO INSTALL CURTAINWALL

FOR ADDITIONAL NOTES AND INFORMATION SEE S408

HIGH DENSITY SPRAY FOAM

INSULATION R = 20

WITH INTUMESCENT PAINT COATING

PRIMARY SEALANT & SEAL

BACKER ROD & SEALANT

AE511

PRIMARY SEALANT & SEAL

LIQUID APPLIED AIR BARRIER

PREFIN .125 ALUM SUBSILL W/ END DAMS

SET IN BED OF MASTIC

1/

4"

5/8"

SEALANT AND ROD BACKUP

INSTALL BEHIND THE WEEP

@ THE SILL FOR DRAINAGE

REINSTALL ROOF PANELS, AS

REQ'D, AFTER

ATTACHING TO DRIP EDGE AND

BACKER PLATE FASTENERS

REINSTALL PREFIN

MTL DRIP EDGE

16 GA BACKER PLATE

PREFIN

GUTTER AND

DOWNSPOUT

EXISTING WOOD

OUTRIGGER AND

BLOCKING

SELF ADHERING ROOFING

MEMBRANE 8" UP ROOF & 4"

DOWN SHEATHING

BACKER ROD AND

SEALANT

CONTINUOUS

SILICONE ELASTMERIC

COATING

OVER 3/4" EIFS FOAM

INSULATION BOARD WITH

BASE COAT AND PRIMER

SILICONE ELASTOMERIC COATING

EIFS INTEGRAL DRIP

TURN SILICONE ELASTOMERIC

COATING

DOWN OVER BACKER ROD

AND SEALANT

ALUMINUM CURTAINWALL

SYSTEM,

SHIM AS REQ'D

REINSTALL RE-FINISHED

METAL COLUMNS

2' - 5 1/8"

2" 5 3/4" 9/16"

1/

2" 9" 1/

2" 4"

1/

4"

1/ 2"

7 5/8" 1" 1"

AE511

AE511

SIM

1"

ROLLER SHADE

BRACKET ATTACH

TO MULLIONS

CEILING AS SCHED

7 1/2"

CLOSURE BY SHADE MFR

ROLLER SHADE

ATTACH TO

BRACKET

ALUM PANEL FASTENED W/

FRICTION CLIPS

BACKER ROD & SEALANT

ATTIC

66' - 0"

FOR ADDITIONAL NOTES AND INFORMATION SEE S408

EXISTING STRUCTURE

HIGH DENSITY SPRAY FOAM

INSULATION R = 20

WITH INTUMESCENT PAINT COATING

PRIMARY SEALANT & SEAL

CURTAINWALL SYSTEM

FIELD VERIFY

CONFIGURATION &

CONDITION OF EXISTING

BLOCKING, REPLACE

WHERE DETERIORATED

LIQUID APPLIED AIR BARRIER

5/8" GLASS MATT SHEATHING

CONTINUOUS STUD SLIP/DEFLECTION

CONNECTION @ ROOF

6" METAL STUDS @ 1'-4" O.C. WITH FULL

DEPTH THERMAL INSULATION

DASHED LINES INDICATE 3" ROUND

ALUMINUM VENT @ 4'-0" O.C.

5/8" GYP BD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

520-317X

Dwg. of

BILOXI, MISSISSIPPI

10/27/2023

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

C U s e rs \p c h o i\ D o c u m e n ts

\1

V

A M

C -B ilo x i B u ild in g

R

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Y e u n y o u n g .r v t

/1 /2

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A M

AE511

WALL DETAILS RENOVATE BUILDING 1

LA CD

100 238

6" = 1'-0"AE511

1 TRANSITION AT SOFFIT / FASCIA INTERSECTION

3" = 1'-0"AE511

3 TYPICAL 4TH TO 5TH FLOOR TRANSITION AT CURTAINWALL SYSTEM

3" = 1'-0"AE511

2 TYPICAL ROOF EAVE AT GUTTER

NO. REVISIONS DATE

PChoi Snapshot

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

520-317X

Dwg. of

BILOXI, MISSISSIPPI

C U s e rs \p c h o i\ D o c u m e n ts \1

V A

M C

-B ilo x i B u ild in g

R

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/4

/2

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P

M

AE512

WALL DETAILS RENOVATE BUILDING 1

Revisions: Date:

3" = 1'-0"AE512

1 TYPICAL ROOF EAVE AT RAKE EDGE

3" = 1'-0"AE512

2 5TH FLOOR TO ATTIC APPLIED CORNICE TRANSITION AT BRICK

3" = 1'-0"AE512

3 4TH TO 5TH FLOOR APPLIED CORNICE TRANSITION AT BRICK

HIGH DENSITY SPRAYFOAM

R=20

HIGH DENSITY SPRAYFOAM

R=20

1"

3/4" EXT PLYWD, FASTEN

TO WP LEDGER & FRAME

2 1/2"

HIGH DENSITY…