ATTACHMENT 10 - Drawings - Volume 1 - 7 of 8.pdf

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Attached to
Y1DA--Expand Building 1 for Primary Care (Minor) Construction - Fargo
Solicitation number
36C77622B0063
Issued by

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Written by GovTribe AI ·

This attachment is a drawing for a federal construction solicitation from the Department of Veterans Affairs Technology Acquisition Center Austin. The solicitation involves expanding Building 1 at the Fargo VA Medical Center for primary care. The project will reroute part of the road between the medical center and the flood wall, relocate the flood wall basin and road further from the building addition to comply with security standards. Foundation work will include helical piers to the specified depth, and the addition will provide a two-story structure with the first floor converted to a Whole Health clinic and supporting rooms, and the basement converted to mechanical and EMS office/work space. The flood wall must remain operational year-round. The response deadline and award date are not specified.

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FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

A

A3.00

A3.00

B C

CO02

MECHANICAL

BD - 117

STANDALONE

PRIMARY

BD - 110

BARIATRIC EXAM

1D -176

EXAM

1D -175

EXAM

1D -174

EXAM

1D -172

EXAM

1D -171

RECEPTION/WAITING

1D -193

CORRIDOR

CO02

TOILET

BD - 132

OFFICE

BD - 131

CONFERENCE

ROOM

BD - 130

A3.00

A3.00

A3.10

1 A1.61

A3.10

A3.00

A3.00

CORRIDOR

CO05

WET ROOM

BD - 133

1D-121

A1.60

D

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

A

A3.00

A3.00

B C

A3.20

BD-116 BD-115 BD-114 BD-113

EXAM

1D -181

CORRIDOR

CO04

SOILED LINEN

1D -183

WORK ROOM

1D -173

BREAK ROOM

1D -188

CORRIDOR

CO05

WELLNESS

1D -191

OFFICE

SUPERVISORS

BD - 124

CORRIDOR

CO02

CORRIDOR

CO01

A3.10

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

161413 18

A3.00

A3.00

A3.00

A3.00

MECHANICAL

BD - 117

CORRIDOR

CO04

HAC

1D -178

EQUIPMENT

STORAGE

BD - 116

CLEAN LINEN

1D -180

TOILET

1D -182

SOILED LINEN

1D -183

CORRIDOR

CO04

EXAM

1D -186

CORRIDOR

CO01

WOMEN'S

LOCKER ROOM

BD - 119

A3.11

A3.11

EXAM

1D -174

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0" e12 1413

A3.00

A3.00

BD-130A

OFFICE

1D -197

OFFICE EMS

ASST CHIEF

BD - 128

OFFICE

BD - 131

CONF

E1D - 129

CORRIDOR

CO06

CORRIDOR

CO03

A3.11

ELECTRICAL

BD - 130A

CORRIDOR

E1D - CO

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

16 14 1318

A3.00

A3.00

A3.00

A3.00 A4.00

A4.00

A4.00

17 15

A3.20

CO06A

CO03A

STAIRWELL #24 LOCKER

E1D - 128

STAIRWELL #24 CONFERENCE

ROOM

BD - 130

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:4

A

M

CONSTRUCTION DOCUMENTS

11/16/21

BUILDING SECTIONS

A3.00

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

40 128

1/8" = 1'-0"

BUILDING SECTION

1/8" = 1'-0"

BUILDING SECTION

1/8" = 1'-0"

BUILDING SECTION

1/8" = 1'-0"

BUILDING SECTION

1/8" = 1'-0"

BUILDING SECTION

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

A

WALL SYSTEM:

FACE BRICK

7/8" DRAINAGE MAT

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 16" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

STEEL BEAMS, SEE STRUCTURAL

FLOOR SYSTEM:

FLOOR FINISH, SEE STRUCTURAL

6" CONCRETE SLAB, SEE STRUCTURAL

2" METAL DECKING, SEE STRUCTURAL

A4.01

A4.01

A4.01

Sim

FOUNDATION DRAINAGE SYSTEM, SEE

CIVIL AND STRUCTURAL DRAWINGS

NOTE: ALL ELEVATIONS FOR DECK

MUST MATCH EXISTING & FUTURE

PLANNED VERTICAL EXPANSION

1' - 6"

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

WALL SYSTEM:

FACE BRICK

7/8" DRAINAGE MAT

1 1/2" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

WALL SYSTEM:

FACE BRICK

3/8" DRAINAGE MAT

1 1/2" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 16" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

WALL SYSTEM:

FACE BRICK

7/8" DRAINAGE MAT

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 16" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

A4.01

A4.01

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

6 1/4" TAPERED INSULATION

1' - 1 1/4" RIGID INSULATION

EXISTING METAL DECK

EXISTING STRUCTURE

T.O MASONRY

113' - 11 3/4"

A4.01

Sim

D

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0" eA A

WALL SYSTEM:

FACE BRICK

7/8" DRAINAGE MAT

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 16" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

STEEL BEAMS, SEE STRUCTURAL

FLOOR SYSTEM:

FLOOR FINISH, SEE STRUCTURAL

6" CONCRETE SLAB, SEE STRUCTURAL

2" METAL DECKING, SEE STRUCTURAL

A4.01

Sim

A4.01

Sim

A4.01

Sim

FOUNDATION DRAINAGE SYSTEM, SEE

CIVIL AND STRUCTURAL DRAWINGS

96' - 0"

95' - 0"

A4.01

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:5

A

M

CONSTRUCTION DOCUMENTS

11/16/21

WALL SECTIONS

A3.10

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

41 128

3/4" = 1'-0"

WALL SECTION

3/4" = 1'-0"

WALL SECTION

3/4" = 1'-0"

WALL SECTION 1 1/2" = 1'-0"

EXISTING WINDOW DETAIL

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

STEEL BEAMS, SEE STRUCTURAL

FLOOR SYSTEM:

FLOOR FINISH, SEE STRUCTURAL

6" CONCRETE SLAB, SEE STRUCTURAL

2" METAL DECKING, SEE STRUCTURAL

A4.01

A4.01

Sim

A4.01

Sim

WALL SYSTEM:

FACE BRICK

7/8" DRAINAGE MAT

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 16" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

FOUNDATION DRAINAGE SYSTEM, SEE

CIVIL AND STRUCTURAL DRAWINGS

NOTE: ALL ELEVATIONS FOR DECK

MUST MATCH EXISTING & FUTURE

PLANNED VERTICAL EXPANSION

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0" e12

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

STEEL BEAMS, SEE STRUCTURAL

FLOOR SYSTEM:

FLOOR FINISH, SEE STRUCTURAL

6" CONCRETE SLAB, SEE STRUCTURAL

2" METAL DECKING, SEE STRUCTURAL

A4.01

A4.01

SW1

SW1

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

WALL SYSTEM:

FACE BRICK

7/8" DRAINAGE MAT

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 16" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

STEEL BEAMS, SEE STRUCTURA

FLOOR SYSTEM:

FLOOR FINISH, SEE STRUCTURAL

6" CONCRETE SLAB, SEE STRUCTURAL

2" METAL DECKING, SEE STRUCTURAL

A4.01

Sim

A4.01

Sim

A4.01

Sim

FOUNDATION DRAINAGE SYSTEM, SEE

CIVIL AND STRUCTURAL DRAWINGS

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

Level 0.1 89' - 0"

A

26' - 2 1/2"

T.O. PARAPET

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

WALL SYSTEM:

MECHANICAL LOUVER

MEMBRANE AIR AND WATER BARRIER

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 16" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

PRE-FINISHED MECHANICAL

LOUVER, SEE SPECIFICATIONS

A4.01

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

STEEL BEAMS, SEE STRUCTURA

A4.01

WALL SYSTEM:

PREFINISHED METAL LOUVER

PREFINISHED METAL FLASHING AT EXPOSED

WALL SURFACES

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUD WITH BLOWN IN BLANKET

SYSTEM INSULATION

5/8" GYPSUM BOARD

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:0

A

M

CONSTRUCTION DOCUMENTS

11/16/21

WALL SECTIONS

A3.11

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

42 128

3/4" = 1'-0"

WALL SECTION

3/4" = 1'-0"

WALL SECTION

3/4" = 1'-0"

WALL SECTION

3/4" = 1'-0"

LOUVER SECTION

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

STEEL BEAMS, SEE STRUCTURAL

A6.02 x Sim

D

A6.02

A6.02

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

C

A6.02 xx

A6.02 x1

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

STEEL BEAMS, SEE STRUCTURAL

60 MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AT ALL

EXPOSED STRUCTURE

(IE BEAMS, DECK,

LATERAL BRACING

8" FRAMED ALUMINUM

CURTAIN WALL, BLAST

RESISTENT, SEE

SPECIFICATIONS

1" INSULATED GLAZING,

SEE SPECIFICATIONS

60 MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AT ALL

EXPOSED STRUCTURE

(IE BEAMS, DECK,

LATERAL BRACING)

FLOOR SYSTEM:

FLOOR FINISH, SEE

STRUCTURAL

6" CONCRETE SLAB, SEE

STRUCTURAL

2" METAL DECKING, SEE

STRUCTURAL

A6.02

FIRST LEVEL

100' - 0"

Second Level / T.O. Concrete Deck 112' - 7 1/4"

BASEMENT LEVEL

88' - 0"

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

STEEL BEAMS, SEE STRUCTURAL

FLOOR SYSTEM:

CONCRETE FILLED SLAB

STEEL STAIR FRAMING,

SEE STRUCTURAL

8" FRAMED ALUMINUM

CURTAIN WALL, BLAST

RESISTENT, SEE

SPECIFICATIONS

1" INSULATED GLAZING,

SEE SPECIFICATIONS

A6.02 x Sim

A6.02

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL

EXPOSED STRUCTURAL STEEL,

DECKING,SECONDARY STRUCTURE WITHIN

CEILING SPACE ABOVE BASEMENT & FIRST

FLOOR LEVEL CEILING, TYP. EXCEPT STAIRS.

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

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A

M

CONSTRUCTION DOCUMENTS

11/16/21

CURTAINWALL SECTIONS

A3.20

EXPAND BLDG. 1 FOR

PRIMARY CARE

TBJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

43 128

3/4" = 1'-0"

BLAST RESISTANT CURTAINWALL_B SECTION

3/4" = 1'-0"

BLAST RESISTANT CURTAINWALL_A SECTION

3/4" = 1'-0"

BLAST RESISTANT CURTAINWALL_C SECTION

GENERAL NOTES:

NOTE: MATCH EXISTING (ADJACENT, OTHERS

AT HIGHER FLOORS) BLDG. FLOOR ELEVATIONS

FOR THIS JOB AND FUTURE VERTICAL EXPANSION

UP

T

SEE STRUCTURAL

1 1/2" O.D. STEEL PIPE GUARD TOP RAIL

3/4" DIAMETER VERTICAL

BALUSTER AT 4" MAX

MAIN SUPPORT POST BEYOND

HOLLOW

STRUCTURAL

SECTION

SUPPORT, SEE

STRUCTURAL

STAIR TREAD

12X2 HSS SEE

STRUCTURAL

STEEL STAIR FRAME,

SEE STRUCTURAL

RUBBER TREAD COVER AND

NOSING

METAL DECK

CONCRETE FILLED SLAB

1 1/2" GUARD RAIL

1 1/2" HANDRAIL

STEEL STAIR FRAMING,

SEE STRUCTURAL

STAIR BEYOND

B12D

M3B

1 1/2" DIA. GUARD RAIL

1 1/2" DIA. HANDRAIL

STEEL STRINGER

CONCRETE PAN FILLED

STAIRS

4"

1' - 11"

4" 4" 4" 4"

MAX

SEE STRUCTURAL FOR

ANGLE AND SCREW ANCHOR

HANDRAIL BRACKET, 4'-0"

O.C. MAX

1/2" MIN. ANCHOR BOLT

AND EXPANSION SHIELD

PARTITION AS SCHEDULED,

SEE PLAN FOR TYPE

MIN. CLR

1"

PROVIDE BLOCKING AT

GYPSUM BOARD

T O

P O

F S

T A

IR

N

O S

IN

G

RETURN HANDRAIL TO

WALL AT ENDS

2 1/4"

FIRST LEVEL

100' - 0"

BASEMENT LEVEL

88' - 0"

E. TO. MASONRY

111' - 10"

T.O. EXISTING ROOF DECK

111' - 2 3/4"

A4.00

CONCRETE FILLED,

STEEL PAN TREAD

" 2

E

Q R

IS

E

R S

STAIRWELL

#24

1' - 0"

1' - 0"

T.O MASONRY

113' - 11 3/4"

CO03B

SEE 5/A6.02

FOR CURTAINWALL

ELEVATION

A4.00

A4.00

STAIRWELL

#24

A4.00

A4.00

8' - 0"

3' - 10"

4"

3' - 10"

A3.20

B

CO06A

D

A4.00

A4.00

A4.00

A4.00

8' - 0"

3' - 10"

4"

3' - 10"

STAIRWELL

#24

D

FIRST LEVEL

100' - 0"

BASEMENT LEVEL

88' - 0"

E. TO. MASONRY

111' - 10"

T.O. EXISTING ROOF DECK

111' - 2 3/4"

A4.00

A4.00

2"

STAIRWELL

#24

T.O MASONRY

113' - 11 3/4"

D

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL

EXPOSED STRUCTURAL STEEL,

DECKING,SECONDARY STRUCTURE WITHIN

CEILING SPACE ABOVE BASEMENT & FIRST

FLOOR LEVEL CEILING, TYP. EXCEPT STAIRS.

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:1

A

M

CONSTRUCTION DOCUMENTS

11/16/21

ENLARGED STAIR PLAN(S) AND

SECTONS

A4.00

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

44 128

1 1/2" = 1'-0"

STAIR - GUARD AT CENTER OF FLIGHT

1" = 1'-0"

TYPICAL STAIR LANDING SECTION

1" = 1'-0"

TYPICAL STAIR RAIL SECTION

3" = 1'-0"

TYPICAL HANDRAIL DETAIL

1/4" = 1'-0"

STAIR SECTION

1/4" = 1'-0"

NEW FLOOR PLAN - FIRST LEVEL

1/4" = 1'-0"

NEW FLOOR PLAN - BASEMENT LEVEL

1/4" = 1'-0"

STAIR SECTION

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. REFERENCE STRUCTURAL FOR STAIR DETAILS

2. ALL STRUCTURAL STEEL AND TUBING IS TO BE

PAINTED. SEE STRUCTURAL REFRENCE 099100

3. ENSURE ELEVATIONS OF DECKS, ETC. MATCH

EXISTING & PLANNED FUTURE EXPANSION

FLOOR/DECK LEVELS AND ROOF TOO.

A

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

MEMBRANE FLASHING

CONTINUOUS STRIP

TREATED WOOD CANT

5/8"GYPSUM BOARD

SHEATHING, TYP.

ROOF MEMBRANE

PRE-FINISHED METAL COPING

60 MIL MEMBRANE ROOFING,

EXTEND OVER PARAPET

5/8" TREATED

PLYWOOD SHEATHING

2X TREATED WOOD

NAILER

CONTINUOUS

GALVANIZED KEEPER

TYPICAL. EACH SIDE

SEALENT, TYP.

ADJUSTABLE MASONRY

ANCHOR

1 1/2" THICK FIREPROOFING AT

ALL STEEL ABOVE CEILING

26' - 2 1/2"

T.O. PARAPET

1' - 8"

WALL SYSTEM:

FACE BRICK

7/8" DRAINAGE MAT

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 16" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

A

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL

STRUCTURE

FLOOR SYSTEM:

FLOOR FINISH, SEE STRUCTURAL

6" CONCRETE SLAB, SEE STRUCTURAL

2" METAL DECKING, SEE STRUCTURAL

STEEL BEAM, SEE STRUCTURAL

ADJUSTABLE MASONRY

ANCHOR

1' - 8"

1' - 10"

WALL SYSTEM:

FACE BRICK

7/8" DRAINAGE MAT

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 16" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

A4.01

Sim

ISOLATION JOINT MORTAR NET

SELF-ADHERED MEMBRANE

FLASHING OVER TERMINATION

BAR WITH SEALANT

THROUGH WALL FLASHING

WEEP VENT

SILL GASKET MEMBRANE

AND SEALANT

12" CONCRETE GRADE BEAM,

SEE STRUCTURAL

WALL SYSTEM:

FACE BRICK

7/8" DRAINAGE MAT

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 8" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

MEMBRANE FLASHING

CONTINUOUS STRIP

TREATED WOOD CANT

5/8" TREATED

PLYWOOD SHEATHING

PRE-FINISHED METAL COPING

60 MIL MEMBRANE ROOFING,

EXTEND OVER PARAPET

5/8" TREATED

PLYWOOD

2X TREATED WOOD

NAILER

CONTINUOUS

GALVANIZED CLEAT

TYPICAL. EACH SIDE

SEALANT

ADJUSTABLE MASONRY

ANCHOR

26' - 2 1/2"

T.O. PARAPET

REFER TO STRUCTURAL

FOR STRAP SPLICE

D

WALL SYSTEM:

FACE BRICK

7/8" DRAINAGE MAT

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUDS AT 16" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

WALL SYSTEM:

FACE BRICK

3/8" DRAINAGE MAT

1 1/2" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

EXISTING WALL AND

FLOOR

A4.01

D

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

TAPERED INSULATION

5" RIGID INSULATION

METAL DECK WITH CONCRETE

TOPPING, SEE STRUCTURAL

STEEL BEAMS, SEE STRUCTURAL

CUT IN METAL

REGLET

PREFINISHED METAL REGLET AND COUNTER

FLASHING; CUT IN REGLET TO EXISTING

MASONRY JOINT

CONTINUOUS ANCHOR CLEAT

BACKER ROD

2X TREATED

WOOD

BLOCKING

MEMBRANE FLASHING, HOT

WELD TO ROOF MEMBRANE

SEALANT

EXPANSION JOINT COVER

BATT

INSULATION

M

IN

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

FLOOR SYSTEM:

FLOOR FINISH, SEE STRUCTURAL

6" CONCRETE SLAB, SEE STRUCTURAL

2" METAL DECKING, SEE STRUCTURAL

SW1

CONCRETE DECK EDGE ANGLE,

SEE STRUCTURAL

5 5/8"

/8

3 5/8"

/8

.8

WALL SYSTEM:

EPDM ROOF FLASHING

1/2" EXTERIOR RATED SHEATHING

6" STUDS AT 16" O.C. WITH FULL

DEPTH BATT INSULATION

1/2" SHEATHING

PRE-FINISHED

COUNTER FLASHING

EPDM FLASHING

UNDER STOREFRONT

A6.01

ATTACHED STUD TO SLAB W/ SIMPSON

RCKW 5.5" KNEEWALL CONNECTOR WITH

RCKWS 5.5" STIFFENER W/ 1/2" DIA TITEN

HD SCREW ANCHOR 3-1/4" EMBED OR

APPROVED EQUAL

A

MEMBRANE FLASHING

CONTINUOUS STRIP

TREATED WOOD CANT

5/8" TREATED

PLYWOOD SHEATHING

PRE-FINISHED METAL COPING

60 MIL MEMBRANE ROOFING,

EXTEND OVER PARAPET

5/8" TREATED

PLYWOOD

2X TREATED WOOD

NAILER

CONTINUOUS

GALVANIZED CLEAT

TYPICAL. EACH SIDE

SEALANT

PRE-FINISHED MECHANICAL

LOUVER, SEE SPECIFICATIONS

REFER TO INSTALLATION

INSTRUCTION FOR

INSTALLATION

WALL SYSTEM:

PREFINISHED METAL LOUVER

PREFINISHED METAL FLASHING AT EXPOSED

WALL SURFACES

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUD WITH BLOWN IN BLANKET

SYSTEM INSULATION

5/8" GYPSUM BOARD

A

ISOLATION JOINT

12" CONCRETE GRADE BEAM,

SEE STRUCTURAL

PRE-FINISHED MECHANICAL

LOUVER, SEE SPECIFICATIONS

PERIMETER CAULK

REFER TO INSTALLATION

INSTRUCTION FOR

INSTALLATION

WALL SYSTEM:

PREFINISHED METAL LOUVER

PREFINISHED METAL FLASHING AT EXPOSED

WALL SURFACES

1" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

1/2" EXTERIOR RATED SHEATHING

6" METAL STUD WITH BLOWN IN BLANKET

SYSTEM INSULATION

5/8" GYPSUM BOARD

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:2

A

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CONSTRUCTION DOCUMENTS

11/16/21

SECTION DETAILS

A4.01

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

45 128

1 1/2" = 1'-0"

PARAPET DETAIL

1 1/2" = 1'-0"

SECTION DETAIL

1 1/2" = 1'-0"

SECTION DETAIL

1 1/2" = 1'-0"

SECTION DETAIL

1 1/2" = 1'-0"

SECTION DETAIL

1 1/2" = 1'-0"

SECTION DETAIL

1 1/2" = 1'-0"

SECTION DETAIL

6" = 1'-0"

Detail 9

1 1/2" = 1'-0"

EXISTING WINDOW DETAIL

1 1/2" = 1'-0"

PARAPET DETAIL @ LOUVER

1 1/2" = 1'-0"

SILL DETAIL @ LOUVER

3' - 0" MAX.

1' - 0" 3' - 6"

6" MAX. 3' - 0"

1' - 6" re fl e c ti v e s u rf a c e to

2" Varies 2"

MIN.

1' - 3"

ADA Water Closet Soap Dispenser Baby Changing Station

Drinking Fountain

Fire Extinguisher w/

Cabinet, Fire

Extinguisher on Bracket

B

DA

C

Paper Towel Dispenser

Countertop

"Countertop

Countertop

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL

EXPOSED STRUCTURAL STEEL,

DECKING,SECONDARY STRUCTURE WITHIN

CEILING SPACE ABOVE BASEMENT & FIRST

FLOOR LEVEL CEILING, TYP. EXCEPT STAIRS.

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:2

A

M

CONSTRUCTION DOCUMENTS

11/16/21

ROOM FINISH SCHEDULE

A5.00

EXPAND BLDG. 1 FOR

PRIMARY CARE

MD/JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

46 128

Room Finish Schedule

Number Name Floor Finish Base Finish

Walls Ceiling

CommentsWest East North South Finish

1D -121 CORRIDOR LVT-1 PRB P-1 P-1 P-1 P-1 ACT-1

1D -171 EXAM LVT-2 RB-1 P-1 P-1 P-3 P-1 ACT-1

1D -172 EXAM LVT-2 RB-1 P-1 P-1 P-3 P-1 ACT-1

1D -173 WORK ROOM CPT-1/LVT-2 RB-1 P-4 P-1 P-1 P-1 ACT-1

1D -174 EXAM LVT-2 RB-1 P-1 P-1 P-3 P-1 ACT-1

1D -175 EXAM LVT-2 RB-1 P-1 P-1 P-3 P-1 ACT-1

1D -176 BARIATRIC EXAM LVT-2 RB-1 P-1 P-1 P-3 P-1 ACT-1

1D -177 EXAM LVT-2 RB-1 P-3 P-1 P-1 P-1 ACT-1

1D -178 HAC QT-1 QT-COVE P-1/FRP P-1/FRP P-1/FRP P-1/FRP ACT-1

1D -179 EXAM LVT-2 RB-1 P-3 P-1 P-1 P-1 ACT-1

1D -180 CLEAN LINEN LIN-1 LIN-1 P-1 P-1 P-1 P-1 ACT-1

1D -181 EXAM LVT-2 RB-1 P-3 P-1 P-1 P-1 ACT-1

1D -182 TOILET PT-1 PT-COVE P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 ACT-1

1D -183 SOILED LINEN LIN-1 LIN-1 P-1 P-1 P-1 P-1 ACT-1

1D -184 EXAM LVT-2 RB-1 P-1 P-1 P-1 P-3 ACT-1

1D -185 EXAM LVT-2 RB-1 P-1 P-1 P-1 P-3 ACT-1

1D -186 EXAM LVT-2 RB-1 P-1 P-1 P-1 P-3 ACT-1

1D -187 EXAM LVT-2 RB-1 P-1 P-1 P-1 P-3 ACT-1

1D -188 BREAK ROOM LVT-2 RB-1 P-4 P-1 P-1 P-1 ACT-1

1D -188A STAFF TLT PT-1 PT-COVE P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 GYP

1D -189 EXAM LVT-2 RB-1 P-1 P-1 P-1 P-3 ACT-1

1D -190 EXAM LVT-2 RB-1 P-1 P-1 P-1 P-3 ACT-1

1D -191 WELLNESS CPT-1 RB-1 P-1 P-1 P-1 P-4 ACT-1/GYP

1D -191A EQUIP STG LIN-1 LIN-1 P-1 P-1 P-1 P-1 ACT-1

1D -192 PHARMACY OFFICE CPT-1 RB-1 P-1 P-3 P-1 P-1 ACT-1

1D -193 RECEPTION/WAITING CPT-1 RB-1 P-1 P-1 P-4 P-4 ACT-1

1D -194 LOGISTICS STG LIN-1 LIN-1 P-1 P-1 P-1 P-1 ACT-1

1D -195 ELECT CONC RB-1 P-1 P-1 P-1 P-1 OPEN TO STRUCTURE

1D -196 OFFICE CPT-1 RB-1 P-4 P-1 P-1 P-1 ACT-1

1D -197 OFFICE CPT-1 RB-1 P-1 P-4 P-1 P-1 ACT-1

1D -198 OFFICE CPT-1 RB-1 P-1 P-4 P-1 P-1 ACT-1

1D -199 OFFICE CPT-1 RB-1 P-4 P-1 P-1 P-1 ACT-1

BD - 110 STANDALONE PRIMARY LIN-1 LIN-1 P-1 P-1 P-1 P-1 ACT-1

BD - 112 EMS WORKROOM CPT-1 RB-1 P-4 P-1 P-1 P-1 ACT-1

BD - 113 OFFICE PROGRAM SUPPORT ASST CPT-1 RB-1 P-1 P-1 P-4 P-1 ACT-1

BD - 114 OFFICE CPT-1 RB-1 P-1 P-1 P-4 P-1 ACT-1

BD - 115 CART STORAGE LIN-1 LIN-1 P-1 P-1 P-1 P-1 OPEN TO STRUCTURE

BD - 116 EQUIPMENT STORAGE LIN-1 LIN-1 P-1 P-1 P-1 P-1 OPEN TO STRUCTURE

BD - 117 MECHANICAL CONC RB-1 P-1 P-1 P-1 P-1 OPEN TO STRUCTURE

BD - 118 MEN'S LOCKER ROOM PT-1 PT-COVE P-1 P-1 P-1 P-1 ACT-1/GYP

BD - 118A MEN'S SHOWER PT-1 PT-COVE P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2 P-1/PT-2/PT-3 ACT-1/GYP SEE ELEVATIONS FOR TILE

LAYOUT

BD - 118B MEN'S TOILET PT-1 PT-COVE P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 ACT-1/GYP SEE ELEVATIONS FOR TILE

LAYOUT

BD - 119 WOMEN'S LOCKER ROOM PT-1 PT-COVE P-1 P-1 P-1 P-1 ACT-1/GYP

BD - 119A WOMEN'S SHOWER PT-1 PT-COVE P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 ACT-1/GYP SEE ELEVATIONS FOR TILE

LAYOUT

BD - 119B WOMEN'S TOILET PT-1 PT-COVE P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 ACT-1/GYP SEE ELEVATIONS FOR TILE

LAYOUT

BD - 120 GEMS STORAGE LIN-1 LIN-1 P-1 P-1 P-1 P-1 OPEN TO STRUCTURE

BD - 121 HOUSEKEEPING EXPENDABLES LIN-1 LIN-1 P-1 P-1 P-1 P-1 OPEN TO STRUCTURE

BD - 122 LEADS WORKROOM CPT-1 RB-1 P-1 P-4 P-1 P-1 ACT-1

BD - 123 STAFF LOUNGE LVT-2 RB-1 P-4 P-1 P-1 P-1 ACT-1

BD - 124 OFFICE SUPERVISORS CPT-1 RB-1 P-1 P-1 P-4 P-1 ACT-1

BD - 125 OFFICE GEMS COORDINATOR CPT-1 RB-1 P-1 P-1 P-1 P-4 ACT-1

BD - 126 SECRETARY OFFICE CPT-1 RB-1 P-1 P-4 P-1 P-1 ACT-1

BD - 127 OFFICE EMS CHIEF CPT-1 RB-1 P-4 P-1 P-1 P-1 ACT-1

BD - 128 OFFICE EMS ASST CHIEF CPT-1 RB-1 P-1 P-4 P-1 P-1 ACT-1

BD - 129 OFFICE ADMIN OFFICER CPT-1 RB-1 P-4 P-1 P-1 P-1 ACT-1

BD - 130 CONFERENCE ROOM CPT-1 RB-1 P-1 P-4 P-1 P-1 ACT-1

BD - 130A ELECTRICAL CONC RB-1 P-1 P-1 P-1 P-1 OPEN TO STRUCTURE

BD - 131 OFFICE CPT-1 RB-1 P-1 P-1 P-4 P-1 ACT-1

BD - 132 TOILET PT-1 PT-COVE P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 P-1/PT-2/PT-3 GYP

BD - 133 WET ROOM PT-1 PT-COVE PT-2 PT-2 PT-2 PT-2 ACT-1

CO01 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

CO02 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

CO03 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

CO04 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

CO05 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

CO06 CORRIDOR LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

E1D -108 OFFICE (M.H.) EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

E1D -110 CONSULT (M.H.) EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

E1D -112 OFFICE (M.H.) EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

E1D -116 CONSULT PHARM CPT-1 RB-1 P-1 P-1 P-1 P-4 ACT-1

E1D -120 WORK ROOM (P.C. DOC'S) CPT-1 RB-1 P-1 P-1 P-1 P-4 ACT-1

E1D - 128 LOCKER EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

E1D - 129 CONF EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

E1D - 130 STAFF BREAK ROOM EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

EBD - 70 MECHANICAL ROOM EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

EBD - 80 STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

STAIRWELL #24 STAIRWELL #24 RF-1 RB-1 P-1 P-1 P-1 P-1 OPEN TO STRUCTURE

STAIRWELL #24 STAIRWELL #24 RF-1 RB-1 P-1 P-1 P-1 P-1 OPEN TO STRUCTURE

1/4" = 1'-0"

Mounting Heights

Toilet Room Accessory...

A 42" Grab bar

B 18" Grab bar

C Toilet paper dispenser

D 36" Grab bar

GENERAL NOTES:

A5.015

A5.019

A5.01

A5.01

M3A M3B M3B M3B

M3B

M3A

M3B

M3B

M3A

M3A

M3AM3A

M3A

M2A

M3A

M14A

M3B

M3A

M2A

M6B

M2A

M3AM6B

6' - 6 13/16"6' - 6 13/16"

/4

/4

3' - 1" 6' - 8" 12' - 5" 2' - 2" 11' - 5"

1' - 7"

1' - 10" 7' - 11" 1' - 1" 5' - 2" 2' - 6" 5' - 2" 1' - 1" 5' - 5" 1' - 6"

6' - 0" 5' - 2" 1' - 7"

2' - 7"

3' - 9" 4' - 2"

22-03 22-03

A5.01

22Sim

S im

S im

24Sim

A5.01

26Sim

S im

28Sim

S im

10-50

7' - 10"

09-67

BD-118A BD-118B8

22' - 0"

10-5010-50

09-67

26-50

10-04 10-04

10-50

10-50

7' - 10"

A5.14

Sim

10-50

10-50

22' - 0"

A5.14

Sim

09-67

10-50

10-50

BD-1198

12' - 7"

A5.14

Sim

10-50

10-50 10-50

A5.14

22' - 0"

10-50

10-50

12' - 7"

A5.14

Sim

BD-119ABD-119B8

22' - 0"

26-50

10-04

10-04

BD-123

F

09-65

10-09 10-09

13' - 3"

09-65

12-35

12-35

12-42

12-30

22' - 0"

A5.14

A5.14

A5.14

A5.14

26-50

D D D

09-65

10-09 10-09 10-09

13' - 3"

23-0123-01 09-65

22' - 0"

09-65

18' - 10"

11-01

10-21.1

09-65

17' - 1"

11-01

11-01

23-01

10-21.1

10-21.1

09-65

BD-130

17' - 3"

26-50

BD-130A

09-65

17' - 1"

11-01

10-21.110-21.1

10-04

18' - 5"

09-36

09-36

22-0122-01

BD-1338

18' - 7"

09-36

26-50

17' - 10"

09-36

10-21.210-21.2

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL

EXPOSED STRUCTURAL STEEL,

DECKING,SECONDARY STRUCTURE WITHIN

CEILING SPACE ABOVE BASEMENT & FIRST

FLOOR LEVEL CEILING, TYP. EXCEPT STAIRS.

6' - 6"

09-32

09-31

22-03

22-01

7' - 9"

09-32

09-31

22-03

22-01

6' - 6"

09-31

BD-118A

7' - 9"

09-32

09-31

22-03

6' - 6"

09-33

09-32

22-01

09-31

7' - 0"

09-33

09-32

09-31

10-22

22-01 22-01

10-37

10-30

6' - 6"

09-33

09-32

09-31

BD-118B

7' - 0"

09-33

09-32

09-31

10-35

19' - 8 1/4"

10-21.110-21.1 09-65

18' - 2 3/4"

10-21.110-21.109-65

19' - 8 1/4"

09-65

18' - 2 3/4"

09-65

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:4

A

M

CONSTRUCTION DOCUMENTS

11/16/21

ENLARGED FLOOR PLAN AND

INTERIOR ELEVATIONS - BASEMENT

A5.01

EXPAND BLDG. 1 FOR

PRIMARY CARE

MD/JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

47 128

1/4" = 1'-0"

ENLARGED LOCKER ROOMS

1/4" = 1'-0"

BD-118 MEN'S LOCKER RM NORTH

1/4" = 1'-0"

BD-118 MEN'S LOCKER RM EAST

1/4" = 1'-0"

BD-118 MEN'S LOCKER RM SOUTH

1/4" = 1'-0"

BD-118 MEN'S LOCKER RM WEST

1/4" = 1'-0"

BD-119 WOMEN'S LOCKER RM NORTH

1/4" = 1'-0"

BD-119 WOMEN'S LOCKER RM EAST

1/4" = 1'-0"

BD-119 WOMEN'S LOCKER RM SOUTH

1/4" = 1'-0"

BD-119 WOMEN'S LOCKER RM WEST

1/4" = 1'-0"

BD-123 STAFF LOUNGE NORTH

1/4" = 1'-0"

BD-123 STAFF LOUNGE EAST

1/4" = 1'-0"

BD-123 STAFF LOUNGE SOUTH

1/4" = 1'-0"

BD-123 STAFF LOUNGE WEST

1/4" = 1'-0"

BD-130 CONFERENCE RM NORTH

1/4" = 1'-0"

BD-130 CONFERENCE RM EAST

1/4" = 1'-0"

BD-130 CONFERENCE RM SOUTH

1/4" = 1'-0"

BD-130 CONFERENCE RM WEST

1/4" = 1'-0"

BD-133 WET ROOM NORTH

1/4" = 1'-0"

BD-133 WET ROOM EAST

1/4" = 1'-0"

BD-133 WET ROOM SOUTH

1/4" = 1'-0"

BD-133 WET ROOM WEST

GENERAL NOTES:

KEYNOTES:

09-31 PT-2, PORCELAIN TILE, SEE SPECIFICATION.

09-32 PT-3, GLASS TILE, SEE SPECIFICATION.

09-33 METAL BULLNOSE TRIM, SEE SPECIFICATION.

09-36 PT-4, PORCELAIN TILE, SEE SPECIFICATION.

09-65 RUBBER BASE, SEE SPECIFICATION.

09-67 PORCELAIN TILE BASE, SEE SPECIFICATION.

10-04 ROOM SIGN, SEE SIGNAGE SCHEDULE

10-09 ROLL TYPE WINDOW SHADES

10-21.1 CG-1, VINYL CORNER GUARD, SEE SPECIFICATION.

10-21.2 CG-2, STAINLESS STEEL CORNER GUARD, SEE

SPECIFICATION.

10-22 24"x30" MIRROR, SEE SPECIFICATION.

10-30 SURFACE MOUNTED PAPER TOWEL DISPENSER, SEE

SPECIFICATION.

10-35 ROBE HOOK, SEE SPECIFICATION.

10-37 SOAP DISPENSER (A5075), SEE SPECIFICATION.

10-50 FULL HEIGHT METAL LOCKERS, SEE SPECS.

11-01 WALL MOUNTED DISPLAY BY OWNER. TYPICAL. SEE

ELECTRICAL FOR CONNECTION TYP.

12-30 PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH,

TYPICAL

12-35 PLASTIC LAMINATE WALL CABINETS, TYP., SEE

SPECIFICATION.

12-42 PLASTIC LAMINATE WALL CABINETS, TYP., SEE

SPECIFICATION.

22-01 PLUMBING FIXTURE (REF. MECHANICAL)

22-03 SOLID SURFACE SHOWER PAN, TYP.

23-01 MECHANICAL EQUIPMENT (REF. MECHANICAL).

26-50 INTERIOR LIGHT FIXTURE (REF. ELECTRICAL)

1/4" = 1'-0"

BD-118A MEN'S SHOWER NORTH

1/4" = 1'-0"

BD-118A MEN'S SHOWER EAST

1/4" = 1'-0"

BD-118A MEN'S SHOWER SOUTH

1/4" = 1'-0"

BD-118A MEN'S SHOWER WEST

1/4" = 1'-0"

BD-118B MEN'S TOILET NORTH

1/4" = 1'-0"

BD-118B MEN'S TOILET EAST

1/4" = 1'-0"

BD-118B MEN'S TOILET SOUTH

1/4" = 1'-0"

BD-118B MEN'S TOILET WEST

1/4" = 1'-0"

BD-112 EMS WORKROOM NORTH

1/4" = 1'-0"

BD-112 EMS WORKROOM EAST

1/4" = 1'-0"

BD-112 EMS WORKROOM SOUTH

1/4" = 1'-0"

BD-112 EMS WORKROOM WEST

File details come from the government source that posted it. Updated .