ATTACHMENT 9 - Drawings - Volume 1 - 6 of 8.pdf

EXISTING WALL TO

REMAIN,VERIFY

EXISTING

CONDITIONS TO

ACCOMMODATE

NEW FLOOR PLAN

1" RIGID INSULATION

CF-SF 2" EXPANSION

JOINT COVER

3 5/8" METAL STUDS

AT 16" O.C.

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 8" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

1 5/8" METAL FURRING

STEEL COLUMN,

SEE STRUCTURAL

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AROUND

PERIMETER OF COLUMNS

5/8" GYPSUM BOARD

1 5/8" METAL FURRING

STEEL COLUMN,

SEE STRUCTURAL

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AROUND

PERIMETER OF COLUMNS

S E

E S

T R

U C

T U

R A

L P

L A

N

SEE STRUCTURAL PLAN

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

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

E4WH WALL LOUVER, SEE

MECHANICAL

EXISTING WALL

1" SHAFT LINER

2 1/2" STEEL C - H CHANNELS

AT 16" O.C.

(2)5/8" TYPE 'X' GYPSUM BOARD

MECHANICAL EQUIPMENT,

SEE MECHANICAL

CF-SF 2" EXPANSION

JOINT COVER

FIRE RATED

WOOD BLOCKING, TYPICAL

6" METAL STUDS

AS REQUIRED

1 1/2" RIGID INSULATION

FLUID APPLIED MEMBRANE

AIR/MOISTURE BARRIER

5/8" GYPSUM BOARD

1 5/8" METAL FURRING

EXISTING CONCRETE

COLUMN

6" METAL STUDS AT

16" O.C.

3 5/8" METAL STUDS

AT 16" O.C.

2' - 3"

5/8" GYPSUM BOARD

1 5/8" METAL FURRING

STEEL COLUMN,

SEE STRUCTURAL

60MIL INTUMESCENT

FIRE-PROOFING PAINT, UL

BXUV. Y634 AROUND

PERIMETER OF COLUMNS

3 5/8" METAL STUDS AT 16" O.C.

1' - 3"

5/8" GYPSUM BOARD

1 5/8" METAL FURRING

STEEL COLUMN,

SEE STRUCTURAL

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AROUND

PERIMETER OF COLUMNS

S E

E S

T R

U C

T U

R A

L P

L A

N

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 8" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

1 5/8" METAL FURRING

STEEL COLUMN,

SEE STRUCTURAL

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AROUND

PERIMETER OF COLUMNS

3 5/8" METAL

STUDS AT 16" O.C.

1 5/8" METAL FURRING

2' - 7"

5/8" GYPSUM BOARD

1 5/8" METAL FURRING

STEEL COLUMN,

SEE STRUCTURAL

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AROUND

PERIMETER OF COLUMNS

3 5/8" METAL STUDS AT 16" O.C.

3 5/8" METAL STUDS

AT 16" O.C.

EXISTING WALL TO

REMAIN,VERIFY

EXISTING

CONDITIONS TO

ACCOMMODATE

NEW FLOOR PLAN

CF-SF 2" EXPANSION

JOINT COVER

WALL SYSTEM:

NEW FACE BRICK

NEW DRAINAGE MAT

EXISTING RIGID INSULATION

EXISTING EXTERIOR RATED SHEATHING

EXISTING METAL STUDS WITH INSULATION BATT

EXISTING GYPSUM BOARD

EXISTING WALL TO

REMAIN,VERIFY

EXISTING

CONDITIONS TO

ACCOMMODATE

NEW FLOOR PLAN

INSTALL NEW BRICK TIES

THROUGH EXG INSULATION

TO EXG WALL STUD. TYP.

5/8" GYPSUM BOARD

1 5/8" METAL FURRING

STEEL COLUMN,

SEE STRUCTURAL

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AROUND

PERIMETER OF COLUMNS

5/8" GYPSUM BOARD

3 5/8" METAL STUDS AT 16" O.C.

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 8" O.C. WITH

BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

1 5/8" METAL FURRING

STEEL COLUMN,

SEE STRUCTURAL

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AROUND

PERIMETER OF COLUMNS

3 5/8" METAL

STUDS AT 16" O.C.

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

PLAN DETAILS

A1.43

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

32 128

1 1/2" = 1'-0"

PLAN DETAIL @ NEW AND EXISITNG CONNECTION

1 1/2" = 1'-0"

PLAN DETAIL @ INTERIOR COLUMNS

1 1/2" = 1'-0"

PLAN DETAIL @ CORNER COLUMNS

1 1/2" = 1'-0"

PLAN DETAIL AT WEST LOUVER

1 1/2" = 1'-0"

PLAN DETAIL @ EXISTING COLUMNS

1 1/2" = 1'-0"

PLAN DETAIL @ INTERIOR COLUMNS

1 1/2" = 1'-0"

PLAN DETAIL AND EXTERIOR WALL COLUMNS

1 1/2" = 1'-0"

PLAN DETAIL @ INTERIOR COLUMNS

1 1/2" = 1'-0"

PLAN DETAIL @ INTERIOR COLUMNS

1 1/2" = 1'-0"

PLAN DETAIL @ NEW AND EXISITNG CONNECTION

1 1/2" = 1'-0"

PLAN DETAIL @ EXTERIOR COLUMNS

1 1/2" = 1'-0"

PLAN DETAIL @ COLUMNS

5/8" GYPSUM BOARD

TYP.

3 5/8" METAL FRAMING

TYP.

STEEL COLUMN,

SEE STRUCTURAL

TYP.

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 TYP.

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

5/8" GYPSUM BOARD

TYP.

3 5/8" METAL FRAMING

TYP.

STEEL COLUMN,

SEE STRUCTURAL

TYP.

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 TYP.

EXISTING CONCRETE

COLUMN TYP.

3 5/8" METAL FRAMING

AT 16" O.C.TYP.

WALL MOUNTED DISPLAY

BY OWNER. TYPICAL. SEE

ELECTRICAL FOR CONNECTION

TYP.

2' - 4"

D

5/8" GYPSUM BOARD

TYP.

3 5/8" METAL FRAMING

AT 16 O.C. TYP.

STEEL COLUMN,

SEE STRUCTURAL

TYP.

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AROUND

PERIMETER OF COLUMNS

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

5/8" GYPSUM BOARD

TYP.

3 5/8" METAL FRAMING

AT 16 O.C. TYP.

STEEL COLUMN,

SEE STRUCTURAL

TYP.

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AROUND

PERIMETER OF COLUMNS

3 5/8" METAL STUDS AT 16" O.C. TYP.

5/8" GYPSUM BOARD

TYP.

3 5/8" METAL STUDS AT 16" O.C.

TYP.

5/8" GYPSUM BOARD

TYP.

A

METAL STUDS FRAME AS REQUIRED TYP.

EXISTING WALL,VERIFY EXISTING CONDITIONS AND

ACCOMMODATE NEW INFILL FINISH TO MATCH

EXISTING ADJACENT WALL AREA. TYP.

3 5/8" METAL

STUDS AT 16"

O.C. TYP.

5/8" GYPSUM BOARD

TYP.

3 5/8" METAL STUDS

FRAMING AS REQUIRED

TYP.

1 5/8" METAL FURRING TYP.

2 1/2" METAL

STUDS AT 16"

O.C. TYP.

STEEL COLUMN, SEE STRUCTURAL TYP.

60MIL INTUMESCENT

FIRE-PROOFING PAINT,

UL BXUV. Y634 AROUND

PERIMETER OF COLUMNS

5/8" GYPSUM BOARD

TYP.

3 5/8" METAL

STUDS AT 16"

O.C. TYP.

MAG. HOLD OPENER,

SEE SPECIFICATIONS TYP.

FIELD VERIFY

1' - 6"

1" SHAFT LINER

M3A

SW1

M2A

4" 1' - 6"

D

-1

FLOOR EXPANSION JOINT

MAG. HOLD OPEN

C

3 5/8" METAL STUDS AT 16" O.C.

2"

5/8" GYPSUM BOARD

18 GA. PREFINISHED ALUMINUM BRAKE

METAL END CAP, COLOR BY ARCHITECT

ALUMINUM CURTAIN WALL, BLAST

RESISTENT, SEE SPECIFICATIONS

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

PLAN DETAILS

A1.44

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

33 128

1 1/2" = 1'-0"

PLAN DETAIL @ EXISTING COLUMN

1 1/2" = 1'-0"

PLAN DETAIL @ EXTERIOR COLUMNS

1 1/2" = 1'-0"

PLAN DETAIL @ CORRODOR OPENING THROUGH EXISTING WALL

1 1/2" = 1'-0"

PLAN DETAIL @ CURTAINWALL

HANGER WIRESUSPENSION SYSTEM,

SEE SPECIFICATION

ACOUSTICAL CEILING TILE,

SEE SPECIFICATION

CONTINUOUS PERIMETER TRIM, SEE SPECIFICATION

SEE FLOOR PLAN AND WALL TYPES

SEE RCP

FOR HEIGHT

5/8" TYPE 'X' GYPSUM BOARD

TO DECK

SUSPENSION SYSTEM,

SEE SPECIFICATION

ACOUSTICAL CEILING TILE,

SEE SPECIFICATION

CONTINUOUS PERIMETER TRIM,

SEE SPECIFICATION

SEE RCP

FOR HEIGHT

5/8" TYPE 'X' GYPSUM BOARD

TO DECK

3 5/8" METAL STUDS AT 16" O.C.

5/8" TYPE 'X' GYPSUM BOARD

STEEL STUD

2 1/2" STEEL STUD FRAME @

16" O.C.

5/8" TYPE 'X' GYPSUM BOARD

TO DECK

5/8 GYPSUM BOARD CEILING

FINISH, SEE SCHEDULE

TAPE/SEAL ALL JOINTS AND PERIMETER

SEE RCP

FOR HEIGHT

2 1/2" STEEL STUD FRAME @

16" O.C.

SECURE STRAPS TO METAL DECK RIB AS RECOMMENDED

BY CEILING MANUFACTURER TO MEET CEILING LOADS.

CEILING CLIP 3/4" X 13 GA.

VERTICAL HANGER WIRE

TEST LOAD = 200 LBS.

4 TIGHT TURNS

ANGLE STRAP AS

RECOMMENDED BY

CEILING MANUFACTURERS

FOR REQUIRED ANCHOR

WIRE LOCATIONS.

#12 HANGER WIRE

STEEL STRAP 1" WIDE X 2"

LONG X 12 GA. MINIMUM

V A

R

IE

S

2" 2

5/8" TYPE "X" GYPSUM

WALL BOARD ON 3 5/8"

METAL STUD FRAMING TO

STRUCTURE ABOVE.

FINISHED CEILING

AS SCHEDULED

BOTTOM OF COVE

±9'-5 7/8" A.F.F.

(FIELD VERIFY)

B.O. CEILING/SOFFIT

8'-0" A.F.F.

3 5/8" DIAGONAL BRACE

@ 4'-0" O.C.

1' - 6"

STEEL ANGLE,

SEE STRUCTURAL

LARGE MISSILE IMPACT

GLAZING TYPICAL FOR

EXTERIOR WINDOWS, 1-3/4"

TRIPLE GLAZED INSULATING

GLASS UNITS 1

BACKER ROD AND

SEALANT

PLASTIC SHIM

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

CEILING DETAILS

A1.45

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

34 128

3" = 1'-0"

ACCOUSTICAL CEILING TILE

3" = 1'-0"

TYPICAL BULKHEAD DETAIL - SEE RCP

3" = 1'-0"

CHANNEL AND ANGLE MOLDING

3" = 1'-0"

SUSPENDED GYP DETAIL

3" = 1'-0"

TYPICAL WIRE HANGER DETAIL

1 1/2" = 1'-0"

WINDOW COVE DETAIL

A

A

A

A

S P

S P

S P

S P

SPSP SPSP

S P

S P

S P

SPSP SPSPSPSPSP

S P

S P

S P

S P

S P

S P

SP

S P

SP SPSP SP

S P

S P

S P

S P

SP SP

A

WET ROOM

BD - 133

TOILET

BD - 132

OFFICE

BD - 131

CONFERENCE

ROOM

BD - 130

STANDALONE

PRIMARY

BD - 110

MECHANICAL

BD - 117

ELECTRICAL

BD - 130A

GEMS STORAGE

BD - 120

HOUSEKEEPING

EXPENDABLES

BD - 121

MEN'S LOCKER

ROOM

BD - 118

WOMEN'S

LOCKER ROOM

BD - 119

LEADS

WORKROOM

BD - 122

EQUIPMENT

STORAGE

BD - 116

CART STORAGE

BD - 115

EMS WORKROOM

BD - 112

STAFF LOUNGE

BD - 123

OFFICE

BD - 114

OFFICE

SUPERVISORS

BD - 124

SECRETARY

OFFICE

BD - 126

OFFICE EMS

CHIEF

BD - 127

OFFICE EMS

ASST CHIEF

BD - 128

OFFICE ADMIN

OFFICER

BD - 129

OFFICE GEMS

COORDINATOR

BD - 125

OFFICE

PROGRAM

SUPPORT ASST

BD - 113

8' - 0"

9' - 0"

9' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0" 8' - 0"

8' - 0"

9' - 0"

B

C

O.T.S.

O.T.S.

O.T.S.

O.T.S.

O.T.S.

O.T.S.

8' - 0"

9' - 0"

9' - 0"

MECHANICAL

ROOM

EBD - 70

STORAGE

EBD - 80

O.T.S.

CORRIDOR

CO01

CORRIDOR

CO03

CORRIDOR

CO02

MEN'S TOILET

BD - 118B

WOMEN'S TOILET

BD - 119B

WOMEN'S

SHOWER

BD - 119A

MEN'S SHOWER

BD - 118A

/4

/4

STAIRWELL

#24

8' - 0"

8' - 0"

8' - 0" 8' - 0"

8' - 0"

A1.45

A1.45

A1.45

A1.45

A1.45

A3.11

10-0910-09 10-09

10-09

10-09

10-09

10-09

10-09

10-09 10-09 10-09

10-09

10-09

8' - 0"

8' - 0"

8' - 0"

8' - 0" 8' - 0"

8' - 0"

8' - 0"

09-61

D

A1.45

SIM.

8' - 0"

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.

GYPSUM BOARD - PAINTED, SEE FINISH

SCHEDULE, AND SPECIFICATIONS

STRUCTURAL BEAM, FIREPROOFING NOT

SHOWN FOR CLARITY

CEILING HEIGHTHEIGHT

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

HVAC DIFFUSER

HVAC EXHAUST

HVAC RETURN DUCT

OPEN TO STRUCTURE ABOVEO.T.S.

BASEMENT LEVEL

REFLECTED CEILING

LEGEND:

2X4 TROFFER

2X4 TROFFER EMERGENCY

4' LED LINEAR

4' LED LINEAR EMERGENCY

6" LED DOWNLIGHT

HVAC SUPPLY

CAN LIGHT

FIRE BARRIER SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

SMOKE PARTITION

2-HOUR SMOKE BARRIER

KEYPLAN

NOT TO SCALE

N

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

REFLECTED CEILING PLAN -

BASEMENT LEVEL

A1.50

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

35 128

1/8" = 1'-0"

REFLECTED CEILING PLAN - BASEMENT LEVEL

NORTH

N

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. CEILING FIXTURES SHOWN FOR REFERENCE ONLY,

SEE MECHANICAL / ELECTRICAL DRAWINGS.

2. REFER TO A1.40 FOR PARTITION TYPES.

09-61 ACCOMMODATE EXISTING CEILING ACCORDINGLY.

10-09 ROLL TYPE WINDOW SHADES

KEYNOTES:

S P

S P

S P

SP SP

S P

S P

S P

SPSP

S P

S P

S P

SP SPSP SP

SP SP

SPSP

S P

S P

S P

S P

SP SP

SP SP

SP SP

A

8' - 0" 8' - 0" 8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

BARIATRIC EXAM

1D -176

EXAM

1D -175

EXAM

1D -174

EXAM

1D -172

EXAM

1D -171

RECEPTION/WAITING

1D -193

OFFICE

1D -199

OFFICE

1D -198

HAC

1D -178

EXAM

1D -189

EXAM

1D -190

EXAM

1D -187

EXAM

1D -186

EXAM

1D -185

EXAM

1D -184

EXAM

1D -181

EXAM

1D -179

EXAM

1D -177

STAFF TLT

1D -188A

EQUIP STG

1D -191A

WELLNESS

1D -191

OFFICE

1D -196

BREAK ROOM

1D -188

PHARMACY

OFFICE

1D -192

ELECT

1D -195

LOGISTICS STG

1D -194

OFFICE

1D -197

8' - 0" 8' - 0" 8' - 0" 8' - 0"

8' - 0"

WORK ROOM

1D -173

CLEAN LINEN

1D -180

TOILET

1D -182

SOILED LINEN

1D -183

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

STAIRWELL

#24

8' - 0"

8' - 0"

B

C

8' - 0"

9' - 0"

8' - 0"

9' - 0"

O.T.S.

8' - 0"

8' - 0" 2

A3.20

O.T.S.

O.T.S.

CONSULT PHARM

E1D -116

WORK ROOM

(P.C. DOC'S)

E1D -120

CORRIDOR

1D -121

O.T.S.

8' - 0"

8' - 0"

8' - 0" 8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0" 8' - 0" 8' - 0" 8' - 0"

A6.01

A1.45

A1.45

A1.45

A1.45

A1.45

A1.45

SIM

8' - 0"

A3.11

8' - 0"

TYP.

TYP.

TYP.

05-05

10-09

10-09

10-09

10-09

10-09

10-09

10-09

10-09

10-09

10-09 10-09 10-09 10-09 10-09 10-09 10-09 10-09 10-09 10-09 10-09 10-09

10-09 10-09 10-09 10-09

10-09

CORRIDOR

CO04

8' - 0"

D

A1.45

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.

O.T.S.

STRUCTURAL BEAMS

REFLECTED CEILING

LEGEND:

GYPSUM BOARD - PAINTED, SEE FINISH

SCHEDULE, AND SPECIFICATIONS

ACT1 - ACOUSTICAL CEILING TILE. SEE

FINISH SCHEDULE, SEE SPECIFICATIONS

CEILING HEIGHTHEIGHT

OPEN TO STRUCTURE ABOVE

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

2X4 TROFFER

2X4 TROFFER EMERGENCY

HVAC SUPPLY

HVAC EXHAUST

HVAC RETURN DUCT

HVAC SUPPLY

FIRE BARRIER SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

SMOKE PARTITION

2-HOUR SMOKE BARRIER

KEYPLAN

NOT TO SCALE

N

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

REFLECTED CEILING PLAN - FIRST

LEVEL

A1.51

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

36 128

1/8" = 1'-0"

REFLECTED CEILING PLAN - FIRST LEVEL

NORTH

N

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. ALL CEILING HEIGHTS ARE 9'-0" AFF UNLESS

NOTED OTHERWISE.

2. CEILING FIXTURES SHOWN FOR REFERENCE ONLY,

SEE MECHANICAL / ELECTRICAL DRAWINGS.

3. REFER TO A1.40 FOR PARTITION TYPES.

KEYNOTES:

05-05 SEE ROOF PLAN AND DETAILS FOR EXTENSION OF

ROOF ACCESS LADDER AT THIS LOCATION.

10-09 ROLL TYPE WINDOW SHADES

RD ROOF DRAIN

OD OVERFLOW DRAIN

ROOF INSULATION SLOPE

NOTE EXISTING ROOF AREA SHOWN

WITH HATCH. EXISTING ROOF IS 8" LOWER

THAN ADJACENT NEW ROOF ELEVATION AND

SHALL BE FILLED IN WITH RIGID INSULATION

AND NEW MEMBRANE FLASHING TO MATCH

NEW ELEVATION.

1/4" / 12"

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

INTAKE/EXHAUST HOOD, SEE

MECHANICAL

ROOF LEGEND:

RELOCATED HATCH AND GUARD RAILING

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.

16 16

14 14

13 13

A

18 18

A3.00

A3.00

A3.00

A3.00

1/4" / 12" 1/4" / 12"

1/4" / 12" 1/4" / 12"

1/4" / 12" 1/4" / 12"

1/4" / 12" 1/4" / 12"

25' - 5" 17' - 6" 1/8" / 12"

/8

1/8" / 12"

/8

07-5007-50

07-5007-50

07-5007-50 22-1222-12

22-1222-12

RD

OD

RD OD

RD

RD

B

C

A3.20

RD

1/8" / 12"1/8" / 12" 1/8" / 12" 1/8" / 12"

OD

OD

A3.10

A1.61

Sim

A1.60

22-1222-12

22-1222-12

A1.61

A1.60

22-07

22-07

22-08

D

A4.01

Sim

A4.01

Sim

07-08

07-08

07-08

07-08

R

ID

G E

R

ID

G E

KEYPLAN

NOT TO SCALE

N

4" CONTINUOUS WELD

CLAMPING RING

ROOFING MEMBRANE

FASTENER, 12" OC

ROOF DRAIN

SEALANT

SLIP SHEET

NOTE:

POSITION OVERFLOW

DRAIN MINIMUM 2"

HIGHER PER CODE.

TAPERED INSULATION

ROOF DECK

CONTINUOUS HOT AIR WELD

1/2" GLASS MAT FIBER BOARD

POLYURETHANE CAULKING

APPLIED BEHIND TURN-UP AND

ON TOP OF THE DRAW BAND

SEALANT

INSULATION, R-33 MIN.

DECK

REQUIRED DRAW BAND

MEMBRANE BOOT W/MIN. 1' TURN-UP.

APPROVED FASTENER

AND WASHER, MIN OF 4

AROUND VENT PIPE.

VENT PIPE

M

IN

IM

U

M

TAPERED INSULATION

STEEL ANGLE, SEE STRUCTURAL

MEMBRANE FLASHING

INSULATION, R-33 MIN.

DECK

HEAT WELD

ROOFING MEMBRANE

1/4" GLASS MAT FIBER

BOARD

GALVANIZED METAL FLASHING

M

IN

PREFABRICATED

CURB BY M.C.

16 GA. STEEL BACKER PLATE

HIGH IMPACT WALL

COVERING ALL SIDES

OF EXTENDED OPENING

INSULATED PREFAB

ROOF HATCH WITH

INTEGRAL CAP

FLASHING

SAFETY ACCESSORIES

BY HATCH MFR: LADDER

ASSIST POST, SAFETY

RAILINGS AND SAFETY

BARRIER AT RAILING

OPENING.

MEMBRANE ROOFING

FLASHED INTO INSULATED

ROOF CURB

DOUBLE LAYER 5/8" TYPE

"X" FIRE RATED GYPSUM

WALLBOARD. ANCHOR TO

ROOF FRAMING

7"

4 7/8"

3 5/8" METAL STUD

WALL TYP. WITH 5/8"

EXTERIOR GYP

SHEATHING AT EXTERIOR

SIDE

3 5/8" METAL STUD

WALL TYP. WITH 5/8"

EXTERIOR GYP

SHEATHING AT EXTERIOR

SIDE

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

:3

A

M

CONSTRUCTION DOCUMENTS

11/16/21

ROOF PLAN

A1.60

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

37 128

KEYNOTES:

SHEET SPECIFIC NOTES:

1. ROOF AND PENETRATIONS SHALL BE WEATHER

TIGHT WHEN COMPLETED.

2. ALL ROOF FLASHING SHALL CONFORM TO THE

SHEET METAL AND AIR CONDITIONING

CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA) FOR DETAILING AND WEATHER

PROTECTION.

3. REFER TO PLUMBING DRAWING FOR

COORDINATION AND LOCATION OF ROOF DRAINS

GENERAL NOTES:

1/8" = 1'-0"

NEW ROOF PLAN

TRUE

NORTH

N

07-08 PREFINISHED METAL PARAPET CAP.

07-50 EPDM MEMBRANE ROOF SYSTEM

22-07 PIPE VENTS, (REFERENCE PLUMBING)

22-08 STEAM EXHAUST, (REFERENCE MECHANICAL)

22-12 ROOF DRAIN AND OVERFLOW DRAIN (REFERENCE

MECHANICAL)

1 1/2" = 1'-0"

TYPICAL ROOF DRAIN DETAIL

1 1/2" = 1'-0"

TYPICAL THROUGH - ROOF PIPE DETAIL

1 1/2" = 1'-0"

ROOF CURB AT MECHANICAL UNIT

1" = 1'-0"

ROOF HATCH DETAILS

M

IN

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,

WELD TO ROOF MEMBRANE

SEALANT

EXPANSION JOINT COVER

M

IN

TAPERED INSULATION

STEEL ANGLE, SEE

STRUCTURAL

MEMBRANE FLASHING

INSULATION, R-33 MIN.

CONCRETE DECK

HEAT WELD

ROOFING MEMBRANE

1/4" GLASS MAT FIBER

BOARD

PRE FINISHED METAL FLASHING

1 1/2" THICK

FIREPROOFING AT

ALL EXPOSED STEEL

STRUCTURE

MECHANICAL DUCTING,

SEE MECHANICAL

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.

ROOF SYSTEM:

ROOF MEMBRANE

GLASS MAT GYPSUM SHEATHING

6 1/4" TAPERED INSULATION

1' - 1 1/4" RIGID INSULATION

EXISTING METAL DECK

EXISTING 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

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL STRUCTURE

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

:3

A

M

CONSTRUCTION DOCUMENTS

11/16/21

ROOF DETAIL

A1.61

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

38 128

1 1/2" = 1'-0"

MECHANICAL UNIT DETAIL

SHEET SPECIFIC NOTES:

1. ROOF AND PENETRATIONS SHALL BE WEATHER

TIGHT WHEN COMPLETED.

2. ALL ROOF FLASHING SHALL CONFORM TO THE

SHEET METAL AND AIR CONDITIONING

CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA) FOR DETAILING AND WEATHER

PROTECTION.

3. REFER TO PLUMBING DRAWING FOR

COORDINATION AND LOCATION OF ROOF DRAINS

GENERAL NOTES:

1 1/2" = 1'-0"

ROOF CONNECTION DETAIL

FIRST LEVEL

100' - 0"

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

BASEMENT LEVEL

88' - 0"

A3.00

A3.00

A3.00

A3.00

NEW CONSTRUCTION EXISTING CONSTRUCTION

A4.00

A4.00 2

A3.20

A3.11

23-02

07-08 04-20

04-26

04-22

A B

FIRST LEVEL

100' - 0"

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

BASEMENT LEVEL

88' - 0"

04-20

04-22

A3.00

A3.00

A4.00

A4.00

04-26

04-25

04-27

A3.00

A3.00

A3.00

A3.00

A3.10

TYP. TYP.

TYP.

TYP.

TYP.

A1.61

23-01

23-02

07-08

07-08

D D D D D D D D D D D D

D D D

D D D D

DDD

C

FIRST LEVEL

100' - 0"

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

BASEMENT LEVEL

88' - 0"

A3.00

A3.00

A3.00

A3.00

EXISTING CONSTRUCTION NEW CONSTRUCTION

07-08

23-02

D D E D D D D D D E

08-1108-1108-11

04-27 04-20

04-26

04-2204-22

04-25

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

EXTERIOR ELEVATIONS

A2.00

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

39 128

1/8" = 1'-0"

EAST EXTERIOR ELEVATION

1/8" = 1'-0"

SOUTH EXTERIOR ELEVATION

1/8" = 1'-0"

WEST EXTERIOR ELEVATION

KEYNOTES:

04-20 COMMON BOND FACE BRICK TO MATCH EXISTING

04-22 VERTICAL CONTROL JOINT

04-25 CAST STONE SILL; MATCH EXISTING, SEE

SPECIFICATION.

04-26 CAST STONE DRIP RAIL, MATCH EXISTING.

04-27 SOLDIER COURSE; MATCH EXISTING, TYPICAL.

07-08 PREFINISHED METAL PARAPET CAP.

08-11 PREFINISHED METAL LOUVERS, COORDINATE WITH

MECHANICAL DRAWINGS AND SPECIFICACTION

SECTION 089100.

23-01 MECHANICAL EQUIPMENT (REF. MECHANICAL).

23-02 EXPOSED HVAC DUCTING. COORDINATE WITH

MECHANICAL DRAWINGS.

GENERAL NOTES:

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. MAINTAIN FIRE WATCH WHEN DOUBLE

EGRESS DOOR IS BLOCKED.

4. ALL KEYNOTES ARE TYPICAL THROUGHOUT

ALL OTHER ELEVATIONS.