S02 - SOW - Att 03 - Drwg - Vol 1C - 02182026 - EHRM Infra Upgrades - Constr - Togus.pdf

F A

C P

P

WP

P

P

UP

TH

TH

TH

C

C

C2

C2

C2

C2

C2

C2

C2

C2

C

C

C 2

C

C2

C 2

C

C2

C

C2

T

O C

T

T

OC

T

OC

T

T

T

F F

F

J

J

J J

J J

F

F

F F

F F

F F

MCR-AE-501

MCR-AE-501

A.3 B C

D E

F

MCR-AE-401

MCR-AE-402

MCR-AE-501

MCR-AE-501

MCR-AE-60112

MCR-AE-601

MCR-AE-60115

86 SF

RECEIVING

UNBOX

CORRIDOR

CLEAN AGENT

38 SF

HAC

WORK STATIONS /

IMAGING

ENTRANCE ROOM

A

1194 SF

DATA CENTER

SUPPLIES

TOILET

VESTIBULE

ELEC

880 SF

UTILITY YARD

162 SF

ENTRANCE ROOM

B

MECH

CORRIDOR

MCR-AE-601

MCR-AE-6011

CONC-2

RF-1

C O

N C

-2 S

D T

-1

CONC-2

WOM-1

CG-1 CG-1

CG-1CG-1

CG-1

CG-1

TA-53

TA-53

(3)

(2)

(2)

TA-53

M C

R -1

.1

MCR-104.1

MCR-103.1

M C

R -1

.1

MCR-102.1 MCR-111.2

M C

R -1

.1

M C

R -1

.1

MCR-111.1 M

C

R -1

.1

MCR-106.1

M C

R -1

.1

M C

R -1

.1

M C

R -1

.1

CG-1 CG-1

CG-1

FEXT-2

MCR-AE-5014

MCR-AE-501

MCR-AE-501

MCR-AE-501

MCR-AE-501

MCR-AE-501

MCR-AE-501

MCR-AE-501

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

4' 3' 2' 1' 4' 8'0'

PROJECT

NORTH

TRUE

NORTH

MCR-AE-402

A.5

F.D.

F.D.

F.D.

EXTERIOR

STORAGE

A

2.3

2.5

HOT CONTAINMENT AISLE TO BE

INCORPORATED WITHIN DATA CENTER

MCR-AE-402

MCR-AE-403

MCR-103.2

MCR-102.2

BOL-1

MCR-AE-602

MCR-AE-602

MCR-AE-60211 MCR-AE-602 14

10-11

10-11

TYP.

2' - 0"

FEC-1

FEC-1

CLEAN

AGENT

CLEAN

AGENT

MCR-AE-202

UPS A

CRAC A

UPS B

CRAC B 10-15

MCR-AE-801

MCR-AE-801

HAC-1

HAC-1

HAC-1

26-03

F.D.

27-02

CLEAN

AGENT

FEC-1

FEC-1

CLEAN

AGENT

6' - 4"

SDT-1

SDT-1

9'

/4

10-09

10-09

10-09NOTE:

TYP AT ALL ROOMS

TYP

TYP

MCR-109.1

06-01

06-01

06-01

09-40

09-40

26-03 23-0623-06

09-40

09-40

06-01

06-01

06-01

06-01

1' - 0"23-06

23-06

26-03

09-4009-40

PROJECT KEY PLAN

TOGUS VETERANS AFFAIRS - MAINE HEALTH CARE SYSTEM

MVHCS NETWORK #

1 VA CENTER | AUGUSTA, ME 04330

NORTH

200E

249 MRI

82 83

Q2

Q1

Q3

Q436

(Flag Pole)

Q27

Q34 Q33

Q32

Q15

Q16

Q17

Q18

Q19

Q20

242 229

T228

T227

T226

T225

T224

247-2

(Gone)

(Gone)

MCR

SEE 00-GI-002 - PROJECT GENERAL NOTES AND CODE SUMMARY

1. GENERAL PLAN NOTES

2. GENERAL DEMOLITION PLAN NOTES

3. GENERAL REFLECTED CEILING PLAN NOTES

PLAN NOTES: SEE GI-SHEETS

4" 1" 4"

4" 1"

4"

PAINTED STENCILED CROSS-HAIR;

PAINT EQUAL TO SHERWIN WILLIAMS,

SEMI-GLOSS, SW 6258 TRICORN

BLACK

CENTER LINE OF 24" x 24" GRID

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:3

A M

MCR-AE-202

LEVEL 1 FLOOR PLAN

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

1/4" = 1'-0"1

LEVEL 1 FLOOR PLAN

KEYNOTES

KEY COMMENT

06-01 INSTALL 3/4" AC GRADE OR BETTER FIRE RETARDANT PLYWOOD; PAINT WITH

TWO COATS OF SEMI-GLOSS BRIGHT WHITE FIRE RETARDANT PAINT; MOUNT

BOTTOM OF PLYWOOD 6" A.F.F., TOP OF PLYWOOD AT 8'-6" A.F.F.; DO NOT

PAINT OVER STAMPED PLYWOOD RATING

09-40 PLASTIC LAMINATE SHELF TO CAP FURRWALL. PROVIDE PLAM-2 FOR TOP OF

SHELF AND PLAM-3 EDGE BANDING. REF FINISH LEGEND

10-09 INSTALL ROOM SIGN TO FOLLOW ADA GUIDELINES ADJACENT TO DOOR, TO

MATCH FACILITY'S DESIGN STANDARDS (REFERENCE SHEET 00-GI-013)

10-11 POSITION IDENTIFICATION MARKERS: STENCILED GRID CROSS-HAIRS AT 24"

CENTERS. PAINT WHERE LOCATIONS ARE ACCESSIBLE; COLOR TO MATCH

CHARACTER MARKERS

10-15 POSITION IDENTIFICATION GRID (IMAGINARY LINES SHOWN FOR REFERENCE

ONLY)

23-06 CRAC UNITS, SEE MECHANICAL DRAWINGS

26-03 TELECOMM RACKS SHOWN FOR FULL CAPACITY INSTALLATION, SEE

TELECOMMUNICATION DRAWINGS FOR ACTUAL NUMBER OF CABINETS

27-02 FULL HEIGHT CABINET BLANKING PANEL ASSEMBLY - BASIS OF DESIGN =

CHATSWORTH PRODUCTS, MDL #33002 OR EQUAL. COLOR TO MATCH

ADJACENT CABINETS.

3" = 1'-0"19

CROSS-HAIR DETAIL

Revisions: Date:

REISSUED 02-18-2026

UP

TH

C2

C 2

C

T

OC

J J

F F

E F

MCR-AE-402

MCR-AE-403

MCR-AE-403

MCR-AE-501

MCR-AE-501

MCR-AE-501

MCR-AE-501

MCR-AE-402

UTILITY YARD

GENERATOR

OUTDOOR UNIT 1

MCR-AE-301

2 BRK 1 JT

1' - 4"

10' - 6 9/16"

2 BRK 1 JT

1' - 4"

17 BRICKS, 18 JOINTS

11' - 11 1/8"

2 BRK 1 JT

1' - 4"

10' - 6 9/16"

2 BRK 1 JT

1' - 4"

M C

R -A

E -2

M C

R -A

E -2

2.3

41 BRICKS, 41 JOINTS

28' - 7 3/4" 2 BRK 1 JT

1' - 4"

2.5

1'

3/

1'

/4

MCR-AE-403

MCR-111.1

M C

R -1

.1

ENTRANCE ROOM

B

DATA CENTER

1" EXP. JOINT

4' - 0 1/2" 1' - 8 3/4"

B

R K

J

T 1'

3/

B

R

IC

K S

, 1

JO

IN

T S

7'

/1 6"

B

R K

J

T 1'

B

R

IC

K S

, 1

JO

IN

T S

7'

/2

B

R K

J

T 1'

B

R

IC

K S

, 1

JO

IN

T S

7'

/8 "2 B

R K

J

T 1'

/1

6"

MCR-AE-403

5' - 8 1/4"

55 BRICKS, 54 JOINTS

38' - 4 1/4"

B

R

IC

K S

, 3

JO

IN

T S

7/

MCR-AE-301

MCR-AE-301

MCR-AE-301

MCR-AE-301

1/

B

R K

J

T S

1/

2"

FUEL TANK

4'

/8

MCR-AE-301

MCR-116.2

MCR-AE-501

MCR-AE-501

2.7

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

4' 3' 2' 1' 4' 8'0'

PROJECT

NORTH

TRUE

NORTH

4' - 0"

CENTER AT

MASONRY JAMB

BOL-1

BOL-1 BOL-1

BOL-1

03-01

M A

T C

H L

IN

E

M A

T C

H L

IN

E

M C

R -1

.1

THROUGH WALL DRAIN OPENINGS; EXTEND

SLAB THROUGH WALL, COORDINATE WITH

MASONRY CONTRACTOR

CONCRETE SLAB SADDLES

SLOPED TO DRAIN

ECONOMIZER 1 ECONOMIZER 2

03-01

7" CONC. STEP

03-01

BOL-1

PROJECT KEY PLAN

TOGUS VETERANS AFFAIRS - MAINE HEALTH CARE SYSTEM

MVHCS NETWORK #

1 VA CENTER | AUGUSTA, ME 04330

NORTH

200E

249 MRI

82 83

Q2

Q1

Q3

Q436

(Flag Pole)

Q27

Q34 Q33

Q32

Q15

Q16

Q17

Q18

Q19

Q20

242 229

T228

T227

T226

T225

T224

247-2

(Gone)

(Gone)

MCR

SEE 00-GI-002 - PROJECT GENERAL NOTES AND CODE SUMMARY

1. GENERAL PLAN NOTES

2. GENERAL DEMOLITION PLAN NOTES

3. GENERAL REFLECTED CEILING PLAN NOTES

PLAN NOTES: SEE GI-SHEETS

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:3

A M

MCR-AE-203

UTILITY YARD FLOOR PLAN

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

1/4" = 1'-0"1

LEVEL 1 FLOOR PLAN

KEYNOTES

KEY COMMENT

03-01 NEW HOUSEKEEPING PAD, COORDINATE WITH MECHANICAL DRAWINGS

FOR SIZE, CIVIL DRAWINGS FOR DETAILS OUTSIDE OF UTILITY YARD, AND

STRUCTURAL DRAWINGS FOR DETAILS OF PADS WITHIN THE UTILITY YARD

1. PROVIDE ROOF CRICKETS AT ALL UPSLOPE AREAS OF MECHANICAL EQUIPMENT, CURBS

AND ROOF HATCHES.

2. CRICKETS TO SLOPE POSITIVELY 1/4" MINIMUM PER FOOT FROM HORIZONTAL PLANE.

3. MAINTAIN 1/8" PER FOOT MINIMUM FOR ALL CRICKET VALLEYS.

4. CRICKETS SHOWN ARE FOR REFERENCE ONLY; CONTRACTOR TO PROVIDE DETAILED

LAYOUT PLAN FOR ARCHITECT'S REVIEW PRIOR TO INSTALLATION.

5. PROVIDE 8' X 8' SUMPS WITH 1/2" : 12" SLOPE AT ROOF DRAINS, 2" MINIMUM ROOF

INSULATION AT ROOF DRAIN

6. ROOF PENETRATIONS OF ANY KIND SHALL NOT BE LOCATED IN CRICKET VALLEYS.

7. IN ADDITION TO OPENING AND EQUIPMENT SHOWN ON THIS DRAWING, MECHANICAL AND

ELECTRICAL DRAWINGS

8. INDICATE ADDITIONAL ITEMS PENETRATING THE ROOF ASSEMBLY; PROVIDE APPROPRIATE

FLASHING.

9. REFERENCE MECH DRAWINGS FOR VENT LOCATIONS, EQUIPMENT LOCATIONS, AND

ADDITIONAL INFORMATION, TYP

10. FOR TYPICAL ROOF DETAILS, SEE 00-GI-012

ROOF PLAN GENERAL NOTES

MCR-AE-501

MCR-AE-501

MCR-AE-501

MCR-AE-501

SCALE: 1/8" = 1'-0"

8' 6' 4' 2' 8' 16'0'

TRUE

NORTH

NORTH

SLOPE

1/2": 12"

S

LO

P E

1/ 4"

: 1 2"

SLOPE

1/2": 12"

SLOPE

1/4": 12"

SLOPE

1/4": 12"

S

LO

P E

1/ 4"

: 1 2"

S

LO

P E

1/ 4"

: 1 2"

2-PLY MODIFIED MEMBRANE

WITH MINERAL SURFACE

O.D.R.D.

O.D.R.D.

O.D.

R.D.

VALLEY

VALL

EY UTILIY YARD

MCR-AE-501

MCR-AE-501

MCR-AE-501

MCR-AE-501

MCR-AE-501

MCR-AE-501

S

LO

P E

1/ 2"

: 1 2"

S

LO

P E

1/ 4"

: 1 2"

S

LO

P E

1/ 2"

: 1 2"

SLOPE

1/2": 12"

V A

LL

E

Y

S

LO

P E

1/ 2"

: 1 2"

S

LO

P E

1/ 2"

: 1 2"

PERIMETER OF SUMP, TYP

HATCH-1

MCR-AE-302

MCR-AE-302

SIM.

MCR-AE-302

OPP. HAND

MCR-AE-302

MCR-AE-302

GUT-1

MCR-AE-302

SLOPE

1/4": 12"

SLOPE

1/2": 12"

R

ID

G E

S

LO

P E

1/ 2"

: 1 2"

S

LO

P E

1/ 4"

: 1 2"

MCR-AE-302

SIM.

MCR-AE-501

MCR-AE-501

LAD-2

SLOPE

3/8": 12"

SLOPE

1/2": 12"

SLOPE

1/2": 12"

S

LO

P E

1/ 2"

: 1 2"

PROJECT KEY PLAN

TOGUS VETERANS AFFAIRS - MAINE HEALTH CARE SYSTEM

MVHCS NETWORK #

1 VA CENTER | AUGUSTA, ME 04330

NORTH

200E

249 MRI

82 83

Q2

Q1

Q3

Q436

(Flag Pole)

Q27

Q34 Q33

Q32

Q15

Q16

Q17

Q18

Q19

Q20

242 229

T228

T227

T226

T225

T224

247-2

(Gone)

(Gone)

MCR

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:3

A M

MCR-AE-204

ROOF PLAN AND SITE PLAN

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

KEY COMMENT

KEYNOTES

1/8" = 1'-0"1

ROOF PLAN

SEE EXTERIOR WALL ASSEMBLIES

FOR TYPICAL NOTES AND

DIMENSIONS

3/8" MAX. SEALANT AND

BACKER ROD

WOOD SHIM

WRAP AB-2 OVER 2 x4

PRESSURE TREATED

CONTINUOUS WOOD BLOCKING

SEISMIC MASONRY TIES 8" O.C. VERTICALLY

AT JAMBS, TYPICAL

CORNER BEAD, TYP

7 5/8" 3/4"

2"

3/

8"

3/ 8"

S T

O R

E F

R O

N T

6"

WORK STATIONS / IMAGING

TERMINATE GYP-2 WITH

J-BEAD AND 1/8" MAX

SEALANT JOINT

1/2" SEALANT AND BACKER ROD

EXTERIOR WALL

MASONRY VENEER

EXTERIOR

MASONRY CAVITY

PREMOLDED

FOAM

BACKER ROD

AND SEALANT

3/8"

EXPANDABLE FOAM SEALANT

AT ALL VOIDS

CONTINUE SPRAY FOAM

AND AB-2, TO INTERIOR

FACE

C12 x 20.7, STEEL CHANNEL WITH

2 3/4" MINIMUM FLANGE, PAINT

CONTINUOUS 1/2"T WOOD NAILERS

EACH SIDE OF COLUMN

VESTIBULERECEIVING

A.5

3/16" 8" 2' - 5 1/2"

1/

2" 1'

11 1/2"

1" x 2" CONTINUOUS STEEL BAR WITH

CONTINUOUS WELD TO CHANNEL,

GRIND SMOOTH, RECESSED 1/2"

FROM FACE OF CHANNEL, PAINT

3/16" EXPANSION GAP, FILL

WITH EXPANDABLE FOAM

SEALANT, TYP

STACK BOND

8"

C

TERMINATE GYPSUM BOARD

WITH METAL J-BEAD AND 1/8"

MAX. SEALANT JOINT

WOOD NAILER

DATA CENTERWORK STATIONS / IMAGING

2"

3/8" 5/8"

E .O

.S

/2

4 3/8"

1 1/2" RIGID INSULATION

SEE FOR

TYPICAL JAMB NOTES

AND DIMENSIONS

HORIZONTAL Z-GIRTS

/10 MCR-AE-301

B

ENTRANCE ROOM A

RUNNING BOND

2' - 0 3/4"

R U

N N

IN

G

B O

N D

2'

/4

3/16" EXPANSION, FILL

WITH EXPANDABLE

FOAM SEALANT

CST-1 BASE BELOW

2"

2"

E

UTILITY YARDDATA CENTER

E.O.S.

11 1/2"

EXTENT OF CAST STONE

PLYNTH BELOW

CAST STONE PLYNTH BELOW SEALANT JOINT

CAST STONE SEALANT

JOINT BELOW

HIP LINE OF CST-1 PLYNTH

VALLEY LINE AT TOP OF PLYNTH

HIPLINE AT TOP OF PLYNTH

MAINTAIN CONTINUOUS RIGID

INSULATION AND AB-2 TO ACHIEVE

UNINTERRUPTED BUILDING

ENVELOPE

STACK BOND AT JAMB

SEAL PERIMETER OF FRAME

2x4 PRESSURE TREATED

CONTINUOUS WOOD BLOCKING

HOLLOW METAL FRAME,

FILL WITH GROUT

BACKER ROD AND SEALANT

1"

6 1/8" 2"

MASONRY EXPANSION JOINT

EACH SIDE, MM SYSTEMS

ESS-100 OR EQUAL

3/

8" 2'

/4

1' - 4" 1' - 4"

RUNNING BOND

1' - 4 3/8"

UTILITY YARD

1"

R U

N N

IN

G

B O

N D

1'

/8

1"

LADDER TYPE REINFORCEMENT

8" CMU, SEE STRUCTURAL DRAWINGS

FOR REINFORCEMENT DETAILS

SEE EXTERIOR WALL ASSEMBLIES

FOR BALANCE OF NOTES AND

DIMENSIONS

B

VESTIBULE ENTRANCE ROOM A

7/

8"

S T

O R

E F

R O

N T

6"

/8

0"

2"

WRAP AB-2 AROUND

CONTINUOS PRESSURE

TREATED WOOD NAILERS

THERMALLY BROKEN HMF-2

AND ANCHORS, FILL CAVITY

WITH INSUL-4

HMD-2

SEAL PERIMETER OF FRAME

1' - 0 5/8"

2 7/8" 1' - 5 1/4"

E.O.S.

11 1/2"

2"

1/2"

A.5

6"

7/ 8"

VESTIBULERECEIVING

E.O.S.

11 1/2"

1/2" 2"

DATA CENTER

CLEAN AGENT

C

RATED WALL, SEE PLANS

CORRIDOR

ALIGN

2"

3/ 4"

3/

8"

SEISMIC MASONRY TIES 8" O.C.

VERTICALLY AT CORNERS AND

END OF WALL, TYPICAL

SEE EXTERIOR WALL

ASSEMBLIES FOR BALANCE OF

NOTES AND DIMENSIONS

FRAME CORNERS TO ALLOW

FOR INSUL-6 TO BE INSTALLED

CONTINUOUS w/o GAPS

MASONRY EXPANSION

JOINT EACH SIDE, MM

SYSTEMS ESS-100 OR

EQUAL

MAINTAIN 1" CLEAR GAP

BETWEEN MASONRY AND

FOUNDATIONS BELOW

S

LA

B E

D G

E

/2

WOOD STUDS AND

GB-2 CLOSURE

SEAL

STRST SEE STRUCTURAL

DRAWINGS

1/2"

SLAB EDGE

11 1/2" F

.5

1/2"

F

MASONRY CONTROL JOINT,

REF.: /20 MCR-AE-301

PROVIDE CONTINUOUS AB-2 AND

INSUL-2 TO MAINTAIN BUILDING

ENVELOPE CONSTRUCTION

3/16" EXPANSION GAP, FILL WITH

EXPANDABLE FOAM SEALANT

DOUBLE 6" METAL STUD

MECHANICALLY FASTENED TO GIRTS

4" 2"

2 1/2 BRICKS, 2 JOINTS

1' - 8 3/4"

3 1/4" AIR CAVITY AT SIDES

2" AIR CAVITY AT END OF WALL

F

SEISMIC TIES AT 8" O.C.

VERITCALLY AT END OF WALL

HSS COLUMN NESTED WITHIN 6"

METAL STUD; PROVIDE

PLYWOOD SPACER BETWEEN

HSS AND METAL STUD

5/

8"

22GA SHEET METAL OPEN FACE

DOWN SPOUT WITH HEMMED EDGES

SHEET METAL HANGERS AT 10' O.C.,

MECHANICALLY FASTENED TO

MASONRY

4"

EQ. EQ.

1/

2"

EDGE OF SLAB BELOW

COL

.7

THERMALLY BROKEN HMF-2 AND

ANCHORS, FILL CAVITY WITH INSUL-4

CONTINUOUS WOOD

BLOCKING AND GB-2

CLOSURE

SEAL

STRST SEE

STRUCTURAL

DRAWINGS

WRAP AB-2 AROUND CONTINOUS

PRESURE TREATED WOOD NAILERS

E

HMD-2

SEISMIC MASONRY TIES 8" O.C.

VERTICALLY AT CORNERS,

TYPICAL

SEE EXTERIOR WALL

ASSEMBLIES FOR BALANCE OF

NOTES AND DIMENSIONS

FILL CAVITY WITH INSUL-4

WHERE INSUL-6 CANNOT

BE INSTALLED

.5

1/ 2"

3/

8" 1/

2" 2"

3/16" EXPANSION GAP, FILL WITH

EXANDABLE FOAM SEALANT

SUPPLIES

MECHANICAL CORRIDOR

8"

4 5/8" 2' - 0"

WOOD BLOCKING AT STEEL

BRACING LOCATIONS

1" DIAMETER SLIP RESISTANT

LADDER RUNGS

MC8 x 8.5 LIGHTWEIGHT STEEL

STRINGER CHANNEL

8" x 2" x 3/16" STEEL ANGLE

BOLTED TO STRINGER AND

BLOCKING

5"V x 3"H x 1/4" x 4"L STEEL

ANGLE BOLTED TO FLOOR

AND STRINGER

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:3

A M

MCR-AE-301

PLAN DETAILS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

3" = 1'-0"10

TYPICAL STOREFRONT JAMB AT MASONRY

3" = 1'-0"20

TYPICAL MASONRY VERTICAL CONTROL JOINT

1 1/2" = 1'-0"16

OVERHEAD COILING DOOR JAMB DETAIL

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

STOREFRONT JAMB DETAIL

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

SOUTH CORNER COLUMN PLAN DETAIL

1 1/2" = 1'-0"6

NORTH CORNER COLUMN PLAN DETAIL

1 1/2" = 1'-0"12

UTILITY YARD CORNER COLUMN DETAIL

1 1/2" = 1'-0"18

ENTRY DOOR JAMB PLAN DETAIL 2

1 1/2" = 1'-0"17

ENTRY DOOR JAMB PLAN DETAIL 1

1 1/2" = 1'-0"19

TYPICAL INSIDE CORNER DETAIL

1 1/2" = 1'-0"13

MASONRY CORNER / CMU WALL INTERFACE

1 1/2" = 1'-0"9 LEVEL 1 DIMENSION PLAN - Callout 4

1 1/2" = 1'-0"4

END WALL DETAIL AT UTILITY YARD

1 1/2" = 1'-0"8

DOOR JAMB DETAIL AT UTILITY YARD

1 1/2" = 1'-0"5

ROOF ACCESS LADDER DETAIL

C O

R N

E R

P

IE

C E

2'

/2

1/ 2"

CORNER PIECE

2' - 4 1/2" 1/2" SEE ELEVATIONS 1/2" TYP.

S

LO

P E

SLOPE

VALL

EY

SEALANT JOINT

FACE OF PLYWOOD

AT ROOF

ROOF

FACE OF CORNICE CST-1

SLOPE

S

LO

P E

CST-1

5"

6"

6"

SPLIT BENT STRAP ANCHOR,

SEE SECTION DETAIL

WELDED PIN PLATE ANCHOR,

SEE SECTION DETAIL

5"

1'

1/ 2"

1/ 2"

CORNER FASCIA, SEE ELEVATIONS 1/2" TYP.

SEALANT JOINT

ROOF

FACE OF CST-1 COPING ABOVE

PIN STRAP ANCHOR,

SEE SECTION DETAIL

SEALANT JOINT

WITHIN JOINT REVEAL

FACE OF CST-1 COPING ABOVE

3/16" EXPANSION GAP,

FILL WITH

EXPANDABLE FOAM

1"

1/2"

TYP JOINT

DIMENSIONS

TYP.

1/2"

1'-6" AT UTILITY YARD

2' - 3 1/4"

SLOPE

VALLEY

SEALANT JOINT

FACE OF PLYWOOD

AT ROOF

ROOF

FACE OF BRK-2 BELOW

S

LO

P E

CST-1

5 1/4"

WELDED PIN PLATE ANCHOR,

SEE SECTION DETAIL

1/

4"

6" A

T U

T

IL

IT

Y

Y A

R D

2'

/4

T Y

P . C

O R

N E

R P

IE

C

E

CANTED EDGE

SEE SECTION DETAIL

S E

E S

E C

T

IO

N D

E T

A

IL

TYP. CORNER PIECE

2' - 3 3/4"

SLOPE

VALLEY

SEALANT JOINT

FACE OF PLYWOOD

AT ROOF

ROOF

FACE OF BRK-2 BELOW

S

LO

P E

CST-1

WELDED PIN PLATE ANCHOR,

SEE SECTION DETAIL

1/

4"

T Y

P

IC

A L

C O

R N

E R

P

IE

C E

2'

/4

CANTED EDGE

5"

SEE SECTION DETAIL

S E

E S

E C

T

IO

N D

E T

A

IL

5"

8"

SLOPE

HIP

SEALANT JOINT

FACE OF MASONRY

LOW ROOF

S

LO

P E

CST-1

WELDED PIN PLATE ANCHOR,

SEE SECTION DETAIL

S E

E E

LE

V

A T

IO

N

S 1/

2"

SEE SECTION DETAIL

R

ID

G E

HIP

SLOPE

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:3

A M

MCR-AE-302

CAST STONE DETAILS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

1" = 1'-0"20

CAST STONE CORNICE CORNER

1" = 1'-0"15

CAST STONE CORNICE FASCIA AT CORNER

1 1/2" = 1'-0"19

CAST STONE OUTSIDE COPING CORNER

1 1/2" = 1'-0"18

CAST STONE INSIDE COPING CORNER

1 1/2" = 1'-0"17

CAST STONE END WALL DOUBLE SLOPE COPING

LEVEL 1

100' - 0"

ROOF

119' - 0"

MCR-AE-501

A.3 B C D E F

MCR-AE-511

MCR-AE-501

MCR-AE-501

MCR-113.1

MCR-116.1

MCR-AE-513

MCR-AE-512

MCR-AE-511

MCR-AE-404

MCR-AE-404

MCR-AE-404

MCR-AE-404

BUILDING

SECTION

BUILDING

SECTION

MCR-AE-511

BRICK MASONRY

WORK POINT AT

LEVEL 1 ELEVATION

A.5

18' - 7"BAY 2: 27' - 2 5/8"18' - 7"

BUILDING

SECTION

2' - 1 1/2"5' - 4 1/4"

1 PIECE

7' - 7 3/4"

CENTER OF PIER

5' - 7" F.V.

CENTER OF PIER

5' - 11 3/8"

2 EQUAL PIECES

15' - 3 7/8"

CENTER OF PIER

5' - 11 3/8"

CENTER OF PIER

5' - 7" F.V.

1 PIECE

7' - 7 3/4"5' - 4 1/4"

CORNER PIECE

2' - 1 1/2"

DOCK-1

CST-1

BRK-2

BRK-2

BRK-1

BRK-1

CST-1

GL-2

GL-2GL-2 GL-2

GL-2GL-2 GL-1

CST-1

BRK-2

BRK-2

BRK-1

BRK-1

CST-1

CST-1

MCR-AE-302

GL-2

A

MCR-100.1

1' - 6"

3 EQUAL CST-1 PIECES 3 EQUAL CST-1 PIECES 3 EQUAL CST-1 PIECES 1' - 6"

C.J. C.J.

4"

04-02

04-02

04-02

04-03

04-0404-04 04-0404-04

04-01

1' - 6"

CST-1

BRK-1

BRK-2

04-05 04-05

04-05 04-0104-01

04-01

04-01

04-01

04-0404-04 04-0404-04 04-0404-04 04-0404-0404-0404-04

CONC-1

CORNER PIECE

2' - 6 3/8" 5 EQUAL CST-1 PIECES

MCR-AE-501

BOL-1

(4) ONE BRICK OPEN SPACES FOR UTILITY

YARD DRAIN; SPACE EQUALLY BETWEEN

COLUMNS; EXTEND SLAB AT THESE

LOCATIONS

(1) ONE BRICK OPEN

SPACES EQUIDISTANT

FROM OPPOSITE SIDE OF

COLUMN

(3) ONE BRICK OPEN SPACES FOR UTILITY

YARD DRAIN; SPACE EQUALLY BETWEEN

COLUMNS; EXTEND SLAB AT THESE

LOCATIONS

3'

" FDC

BOL-1

2'

1/

6"

5"3'

5/

6"

LEVEL 1

100' - 0"

ROOF

119' - 0"

1 2 3 4

MCR-AE-501

MCR-AE-501

MCR-AE-513

C.J.

4' - 0" 2' - 6 3/8"

LAD-2

2.3 2.5

C.J.

C.J.

2' - 3 1/4" 5 EQUAL CST-1 PIECES 8" 2' - 3 1/4" 2 EQUAL CST-1 PIECES

3 BRKS 2 JTS

2' - 0 3/4"

29 BRKS, 28 JTS

20' - 2 1/2"

8 BRKS, 7 JTS.

5' - 6 5/8"

CST-1

BRK-1

BRK-2

BRK-2

BRK-2

BRK-1

BRK-1

EQ EQ6' - 0" 12' - 5 1/8" 6' - 0"

2.7

9'

23-13

STONE RETAINING WALL,

SEE CIVIL DRAWINGS PT-3 TYP

23-13

GL-1 EXTERIOR VE1-2M HS/HS OUTBOARD: 1/4" CLEAR WITH VE-2M ON #2 SURFACE

VIRACON 1/2" AIR SPACE

INBOARD: 1/4" CLEAR WITH LOW-E COATING ON #4 SURFACE

GL-2 EXTERIOR VE4-85 OUTBOARD: 1/4" CLEAR WITH VE4-85 ON #2 SURFACE

VIRACON INSULATED/LAMINATED 1/2" AIR SPACE

INBOARD: 1/4" CLEAR WITH LOW-E COATING ON #4 SURFACE

.060" CLEAR PVB INTERLAYER

1/4" CLEAR GLASS

GL-3 INTERIOR CLEAR 1/4" FULLY TEMPERED MONOLITHIC

GL-4 INTERIOR CLEAR LAMINATED, FIRELITE 1- HOUR FIRE RATING GLASS,

THICKNESS VARIES DUE TO SPAN

INTEGRAL RATED FRAME

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:3

A M

MCR-AE-401

EXTERIOR ELEVATIONS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

1/4" = 1'-0"1

EAST ELEVATION

1/4" = 1'-0"11

SOUTH ELEVATION

KEYNOTES

KEY COMMENT

04-01 PLACE CONTROL JOINT AT INSIDE CORNER OF PIERS, TYPICAL

04-02 HORIZONTAL CONTROL JOINT

04-03 PLACE CONTROL JOINT TO COINCIDE WITH BRICK COURSING

04-04 ALIGN CENTER OF CAST STONE JOINTS WITH OUTSIDE EDGE OF STACK

BOND COURSING, TYPICAL

04-05 1" BRK-1 PIER PROJECTION

23-13 MECH LOUVER. LOCATE TOP OF LOUVER ROUGH OPENING ONE BRICK

COURSE BELOW SOLDIER COURSE

GLASS TYPES

LEVEL 1

100' - 0"

ROOF

119' - 0"

ROOF

119' - 0"

MCR-AE-501

MCR-AE-501

UTILITY YARD

C.J.

MCR-AE-512

CST-1

BRK-1

BRK-2

BRK-2

2 EQUAL PIECES

DSPT-1

GUT-1

CST-1 CORNER UNIT

2' - 2" 2 EQUAL CST-1 PIECES 2' - 3 1/4"

CST-1 CORNER UNIT

CST-1

3 EQUAL CST-1 PIECES 2' - 3 1/4"

LAD-2 BEYOND

2.32.5

BRK-1

BRK-2

BRK-1

CMU-1

BRK-1

BRK-2

BRK-2

BRK-1

CST-1

BRK-1

BRK-2

BRK-2

BRK-1

BUILDING

SECTION

BUILDING

SECTION

23-05

26-06

2.7

6'

LEVEL 1

100' - 0"

ROOF

119' - 0"

MCR-AE-501

A.3BCDEF

MCR-AE-501

MCR-AE-501

A.5

20' - 0"20' - 0"

C.J.

C.J.C.J.

C.J.

1' - 3"

19 EQUAL CST-1 PIECES

78' - 5 3/4" 1' - 3 1/2"

BRK-1

BRK-1

CST-1

BRK-2

BRK-2

BRK-1

CST-1

BRK-2

A

BRK-2

BRK-2

BRK-1

BRK-1

1' - 0"

6 EQUAL CST-1 PIECES

27' - 0 1/2" 2' - 0"1"

EXTJ-2

BRK-1

CST-1

BRK-2

HATCH-1

LAD-2

MCR-AE-501

26-06

8' - 0"

04-01

19' - 3 3/4"1' - 4"

07-05

24' - 0"24' - 0"8' - 0"

C.J.

9'

LAD-1

7'

BOL-1

23-13 23-13

23-13

BOL-1

LEVEL 1

100' - 0"

ROOF

119' - 0"

MCR-AE-501

MCR-111.1

1' - 10" 4' - 6 5/8" 2 EQ. CST-1 PIECES

CST-1

CST-1

BRK-1

CST-1

BUILDING

SECTION

11 BRKS, 10 JTS

7' - 7 3/4"

2.7

LEVEL 1

100' - 0"

UPPER ROOF STEEL BEARING

117' - 3 1/4"

ROOF

119' - 0"

MCR-AE-501

A.3BC

LOWER ROOF STEEL

BEARING

112' - 0"

MCR-AE-501

A.5

C.J. C.J.

3 BRKS, 2 JTS

2' - 0 3/4"

2' - 3 1/4" 4 EQUAL CST-1 PIECES 2' - 3 1/4"

2' - 3 1/4"3 EQUAL CST-1 PIECES

BRK-1

CST-1

BRK-2

BRK-2

BRK-2

BRK-1

BRK-1

CST-1

BRK-2

29 BRKS, 29 JTS

20' - 2 1/2"

EQUAL EQUAL

9'

26-06

2'

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:4

A M

MCR-AE-402

EXTERIOR ELEVATIONS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

1/4" = 1'-0"1

NORTH ELEVATION

1/4" = 1'-0"11

WEST ELEVATION

1/4" = 1'-0"3

NORTH ELEVATION AT MCR EXIT

KEY COMMENT

04-01 PLACE CONTROL JOINT AT INSIDE CORNER OF PIERS, TYPICAL

07-05

23-05 MECHANICAL UNITS, SEE MECH DRAWINGS FOR SIZE AND SPECS

23-13 MECH LOUVER. LOCATE TOP OF LOUVER ROUGH OPENING ONE

BRICK COURSE BELOW SOLDIER COURSE

26-06 LIGHT FIXTURES, SEE ELEC DRAWINGS

KEYNOTES

1/4" = 1'-0"5

WEST ELEVATION AT SOUTH END

MCR-AE-501

MCR-AE-501

2.32.5

BUILDING

SECTION

BUILDING

SECTION

1' - 10 3/4" 22' - 8" 3' - 5 3/8" OUTSIDE CORNER

CST-1 REF.:

CST-1

BRK-1

BRK-2

04-05

MCR-116.2

04-01

2.7

7' - 9 1/8" 7' - 8 7/8"

/19 MCR-AE-302

1'

" LEVEL 1

100' - 0"

2 3 4

MCR-AE-501

MCR-AE-501

2.3 2.5 2.7

26-06

LEVEL 1

100' - 0"

ROOF

119' - 0"

1 2 3 4

MCR-AE-501

MCR-AE-501

MCR-AE-513

2.3 2.5

MCR-109.1

CORNER UNIT

2' - 3 1/4"

4 EQUAL CST-1 SPACES 4' - 6 1/2" CORNER UNIT

2' - 1 1/4"

31 1/2 BRICKS, 31 JOINTS

21' - 11 5/8"

BUILDING

SECTION

BUILDING

SECTION

VESTIBULE

CORRIDOR

CORRIDOR

C.J.

2.7

LEVEL 1

100' - 0"

ROOF

119' - 0"

F

MCR-AE-512

OUTSIDE CORNER

CST-1 REF.:

CST-1

BRK-1

BRK-2

BRK-1

FLASH-1

BRK-2

BRK-2

/19 MCR-AE-302

BRK-1

BRK-2

BRK-1

DSPT-1

GUT-1

BRK-1MCR-112.1

CST-1

CMU-1

2' - 2 1/2"3 EQ. CST-1 SPACES1 5/8"

BRK-1

MCR-AE-501

1'

LEVEL 1

100' - 0"

F

MCR-AE-513

MCR-AE-512

MCR-116.1

EQUAL17' - 11 3/4"EQUAL

SEE EXTERIOR ELEVATIONS

FOR CST-1 SPACING

CMU-1

CST-1

26-06 26-06

MCR-AE-501

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:4

A M

MCR-AE-403

EXTERIOR ELEVATIONS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

1/4" = 1'-0"1

NORTH ELEVATION - UTILITY YARD

1/4" = 1'-0"5

UTILITY YARD NORTH ELEVATION

KEYNOTES

1/4" = 1'-0"13

ENTRANCE WALL ELAVATION

1/4" = 1'-0"3

UTILITY YARD WEST ELEVATION

1/4" = 1'-0"11

UTILITY YARD EAST ELEVATION

KEY COMMENT

04-01 PLACE CONTROL JOINT AT INSIDE CORNER OF PIERS, TYPICAL

04-05 1" BRK-1 PIER PROJECTION

26-06 LIGHT FIXTURES, SEE ELEC DRAWINGS

3'

1'

/8

B

R K

S , 6

J N

T S

1'

/4

B

R

IC

K S

, 3 J

O

IN

T S

7/

8"

B

R

IC

K S

, 4

JO

IN

T S

9'

/8

B

R K

, 5 J

N T

1'

/8

STACK BOND BRICK

COURSING AT COLUMNS

RUNNING BOND BRICK

COURSES

SEE SECTION DETAILS FOR

PROFILE DIMENSIONS

LEVEL 1

100' - 0"

2" 4"

6' - 2 5/8"

3/8" SEALANT JOINT

AT PERIMETER

CST-1 INSET

CAST STONE HEADER

AND KEYSTONE, CAST

IN ONE PIECE

ONE PIECE CST-1, SEE

SECTION DETAILS FOR

PROFILE DIMENSIONS

HEADER AND STRETCHER

BRICK COURSING WITH

RANDOM PROJECTION;

MAINTAIN 3/8" THICK JOINTS

AT JAMBS, DIVIDE REAMINING

JOINT SPACING WITHIN BRICK

COURSING

3/8" SEALANT JOINT AT

INSIDE CORNER

CUT BRICK AS REQUIRED

TO SHAPE AROUND

ANGLES PROVIDING A

CONSISTENT 3/8" T JOINT

+0"

+1 1/2"

+0"

+3"

-2"+1"

SLOPE TO DRAIN TOP OF

CAST STONE SEE SECTION

DETAIL

+2 1/2"

+2"

+2 1/2"

+2"

B

R K

, 1 J

N T

5/

8"

B

R K

, 3 J

N T

/8

B

R K

, 1 J

N T

5/

8"

B

R K

, 1 J

N T

5/

8"

E Q

U

IV

A

LE

N T

B R

K S

, 5

JN

S

105° 97° 91.5°

11" 3 7/8"

CENTER LINE OF CST-1

5/

8"

ALIGN CENTERLINE OF CST-1

WITH OUTSIDE FACE OF STACK

BOND BRICK

STACK BOND

8"

6 BRICKS, 7 JOINTS

4' - 2 5/8"

STACK BOND

8"

/4

+0" +2"

RUNNING BOND BRICK

COURSING AT COLUMNS

RUNNING BOND BRICK

COURSES

SEE SECTION DETAILS FOR

PROFILE DIMENSIONS

RETURN CAST STONE

PROJECTION TO BRICK WALL

+5"

+5"

+3"

+3"

CAST STONE PLYNTH

2' - 5 5/8"

LEVEL 1

100' - 0"

3'

B

R K

, 5 J

N T

1'

/8

B

R K

, 3 J

N T

7/

8"

+0"

+1"

+0"

+1"

+2"

+3"

+2"

C A

S T

S T

O N

E C

O R

N

IC

E

2'

1/ 2"

C A

S T

S T

O N

E C

A P

IT

A

L

1'

5/ 8"

RUNNING BOND BRICK

COURSING AT COLUMNS

SOLDIER COURSE

SOLDIER COURSE

RUNNING BOND CORBELLED

COURSES

PROVIDE POSITIVE SLOPE

FROM FACE OF BRICK TO

CAST STONE REVEAL

CENTER CAST STONE JOINT

AT COLUMN CENTER LINE

SEE SECTION DETAILS FOR

PROFILE DIMENSIONS

1/2" SEALANT

1/ 2"

SEALANT JOINT RECESSED

IN REVEAL

CST-1 JOINT SECTION AT CORNICE

1"

1" 1"

1/2"

2' - 4 3/4"

3 BRK, 2 JTS

2' - 0 3/4"

ALIGN CST-1 EDGES WITH

MASONRY COURSES AS SHOWN

+0"

+2 1/2"

+0"

+3"

+1"

OVERHEAD COILING DOOR

3/8" SEALANT JOINTS, TYP

STACK BOND COURSING

AT JAMBS

CUT BRICK AS REQUIRED AT PERIMETER OF CST-1

CANTED TOP WITH POSITIVE DRAINAGE

8"

+2"

+1 1/2"

B

R K

, 5 J

N T

1'

/8

B

R K

, 1 J

N T

5/

8"

B

R K

, 3 J

N T

/8

B

R K

, 1 J

N T

5/

8"

B

R K

, 1 J

N T

5/

8"

1' - 2 1/2" 3 7/8"

4" 4"

105° 91.5°1 5/

8"97°

+2 1/2" +2"

9' - 11 5/8"

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:4

A M

MCR-AE-404

ENLARGED ELEVATION DETAILS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

1" = 1'-0"5

OPENING SURROUND ELEVATION DETAIL

1" = 1'-0"3

COLUMN PLYNTH ELEVATION DETAIL

1" = 1'-0"13

CAPITAL ELEVATION DETAIL

1" = 1'-0"8

DOCK DOOR HEAD ELEVATION DETAIL

UPPER ROOF STEEL BEARING

117' - 3 1/4"

ROOF

119' - 0"

1 2 3 4

MCR-AE-501

LOWER ROOF STEEL

BEARING

112' - 0"

VESTIBULE

CORRIDOR

CORRIDOR

MCR-AE-501

MCR-AE-511

2.3 2.5 2.7

LEVEL 1

100' - 0"

UPPER ROOF STEEL BEARING

117' - 3 1/4"

ROOF

119' - 0"

MCR-AE-501

A.3 B C D E

LOWER ROOF STEEL

BEARING

112' - 0"

CORRIDOR

DATA CENTER

UNBOX

102 UTILITY YARD

MCR-AE-501

MCR-AE-501

MCR-AE-512

A.5A

ENTRANCE ROOM

B

MCR-AE-513

MCR-AE-501

MCR-AE-501

1'

MCR-108.1 MCR-114.1

OPEN

WP-1

RB-1

PT-1

6" 4'

CG-1

GL-3 GL-3

GL-3GL-3GL-3

GL-3

TYPE B SIGN TYPE A SIGN CORRIDOR

114OPEN TO

CORRIDOR

CG-1

CG-1

WP-1

4'

6"

8'

TYPE B SIGN

"UNBOX"

TYPE B SIGN TYPE B SIGN

DATA CENTER

CG-1 CG-1

MCR-106.1

CORRIDOR

CORRIDOR

VESTIBULE

113PT-1

RB-1

TYPE C SIGN

TYPE B SIGN

FEC-1

MCR-105.1

CG-1

CORRIDOR

CORRIDOR

MCR-102.1 MCR-103.1

TYPE B SIGN

LEVEL 1

100' - 0"

UPPER ROOF STEEL BEARING

117' - 3 1/4"

ROOF

119' - 0"

1 2 3 4

MCR-AE-501

LOWER ROOF STEEL

BEARING

112' - 0"

WORK STATIONS /

IMAGING

CORRIDOR

CLEAN AGENT

MCR-AE-501

MCR-AE-511

MCR-AE-513

2.3 2.5

ELEC

2.7

MCR-AE-513

1/

2"

LEVEL 1

100' - 0"

UPPER ROOF STEEL BEARING

117' - 3 1/4"

ROOF

119' - 0"

2 3 4

MCR-AE-501

LOWER ROOF STEEL

BEARING

112' - 0"

MCR-AE-501

DATA CENTER

2.3 2.5 2.7

LEVEL 1

100' - 0"

UPPER ROOF STEEL BEARING

117' - 3 1/4"

ROOF

119' - 0"

MCR-AE-501

A.3 B C D E

F

LOWER ROOF STEEL

BEARING

112' - 0"

MCR-AE-501

MCR-AE-501

RECEIVING

ENTRANCE ROOM

A

WORK STATIONS /

IMAGING

DATA CENTER

UTILITY YARD

MCR-AE-513

MCR-AE-512

MCR-AE-511

MCR-112.1

A.5A

MCR-AE-513

MCR-AE-501

06-01

06-01

06-01

06-01

09-39

E-03

E-01

LEVEL 1

100' - 0"

LEVEL 1

100' - 0"

1 2 3 4

MCR-AE-501

MCR-AE-501

2.3 2.5 2.7

1'

8'

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:5

A M

MCR-AE-501

BUILDING SECTIONS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

KEY COMMENT

06-01 INSTALL 3/4" AC GRADE OR BETTER FIRE RETARDANT PLYWOOD; PAINT WITH TWO COATS

OF SEMI-GLOSS BRIGHT WHITE FIRE RETARDANT PAINT; MOUNT BOTTOM OF PLYWOOD 6"

A.F.F., TOP OF PLYWOOD AT 8'-6" A.F.F.; DO NOT PAINT OVER STAMPED PLYWOOD RATING

09-39 1' x 1' CHASE WITH TYPE B3 METAL STUD WALLS TO 4" ABOVE CEILING; CUT CEILING TILE

AND PROVIDE NEW EDGE ANGLE AT WALL; PAINT TO MATCH ADJACENT WALL; INSTALL

BASE TO MATCH ADJACENT BASE MATERIAL, COLOR, AND PROFILE

KEYNOTES

1/8" = 1'-0"13

BUILDING SECTION 4

1/8" = 1'-0"16

BUILDING SECTION 1

1/4" = 1'-0"1

CORRIDOR 114 EAST ELEVATION

1/4" = 1'-0"2

CORRIDOR 114 WEST ELEVATION

1/4" = 1'-0"3

CORRIDOR 115 NORTH ELEVATION

1/4" = 1'-0"4

CORRIDOR 115 SOUTH ELEVATION

1/8" = 1'-0"11

BUILDING SECTION 3

1/8" = 1'-0"18

BUILDING SECTION 2

1/8" = 1'-0"6

BUILDING SECTION 5

1/8" = 1'-0"8

UTILITY YARD SECTION 6

ROOF

119' - 0"

3 4

S T

O R

E F

R O

N T

R .O

/8

T.O. STEEL

MCR-AE-521

MCR-AE-521

VESTIBULE

113' - 2 1/2"

R-1

113' - 7 3/4"

B.O. CST-1

111' - 7 1/2"

B.O. BRK-2

2.7

FOR TYPICAL

FOUNDATION

NOTES, REF.:

/1 MCR-AE-511

CST-1

BRK-1

LEVEL 1

100' - 0"

ROOF

119' - 0"

DATA CENTER

B

R

IC

K C

O U

R S

E

9'

5/

6" 8"

1'

B

R

IC

K C

O U

R S

E

2'

B

R

IC

K C

O U

R S

E

2'

B

R

IC

K C

O U

R S

E

5/

6"

B

R

IC

K S

1'

5/

6" 1'

/4

MCR-AE-521

MCR-AE-521

MCR-AE-521

R-1

HIGH POINT

OF CST-1

B.O. CST-1

FOR TYPICAL

FOUNDATION

NOTES, REF.:

/1 MCR-AE-511

PROVIDE

RAINSCREEN

DRAINAGE MAT

BEHIND INFILL BRICK

AREAS, TYP

118' - 11 1/8"

H E

IG

H

T V

A R

IE

B

S

E D

O N

E

LE

V

O F

A D

JA

C

E

ID

E W

A

LK

O R

D

IN

A T

E w

C

IV

IL

LEVEL 1

100' - 0"

ROOF

119' - 0"

WORK STATIONS /

IMAGING

MCR-AE-521

MCR-AE-521

MCR-AE-521

CST-1, REF

/8 MCR-AE-521

R-1

2'

B

R

IC

K S

, 1

JO

IN

T S

2'

/8

E Q

U

IV

A

LE

N T

T O

B

R

IC

K C

O U

R S

E

/2

1'

5/

6"

118' - 11 1/8"

B.O. CST-1

FOR TYPICAL

FOUNDATION

NOTES, REF.:

/1 MCR-AE-511

1'

B

R

IC

K C

O U

R S

E

9'

/2

PEAK OF CST @

MIDPOINT OF

WINDOW BEYOND

HEIGHT VARIES BASED ON

ELEV. OF ADJACENT RAMP,

COORDINATE w/ CIVIL.V

A R

IE

S

LEVEL 1

100' - 0"

3 4

RECEIVING

MCR-AE-522

MCR-AE-522

MCR-AE-521

TYP

ATC-1

10' - 6"

E-01

O.H. COILING DOOR HOOD

DOCK LEVELER PIT

B

R K

J

T S

/2

B

R

IC

K S

, 1

JO

IN

T S

2'

/8

E Q

U

IV

A

LE

N T

T O

B

R

IC

K S

, 3

JO

IN

T S

8'

/8

B.O. CST-1

STEEL CHANNEL AT JAMBS

FOR TYPICAL

FOUNDATION

NOTES, REF.:

/1 MCR-AE-511

BOL-1

2'

/2

LEVEL 1

100' - 0"

ROOF

119' - 0"

DATA CENTER

MCR-AE-521

MCR-AE-521

R-1

B.O. CST-1

6" CRUSHED GRAVEL COVERED

WITH GEOTEXTILE FABRIC

4" PERFORATED DRAIN PIPE WITH

POSITIVE GRAVITY DRAINAGE

CONNECTED TO CIVIL STORM

WATER, SEE MECHANICAL / CIVIL

DRAWINGS

STRUCTURAL FILL, SEE

GEOTECH REPORT

GEOTEXTILE SEPARATION FABRIC

EQUAL TO MIRAFI 180N

8" CMU, FILL WITH GROUT

RADON MANAGEMENT

PIPE, SEE MECHANICAL

DRAWINGS

B

R K

S , 8

J N

T S

1'

5/

6"

F1

118' - 11 1/8"

H E

IG

H

T V

A R

IE

B

S

E D

O N

E

LE

V

O F

A D

JA

C

E

E W

A

LK

O R

D

IN

A T

E w

C

IV

IL

WTRP-1 OVER TOP & SIDE OF FTG.

TYP

5" INSUL-2 U.N.O.

1'

/2

V

IF

WTRP-1 TYP @

FOUNDATION

WALLS

VB-1 TYP

UNDER

SLAB

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:5

A M

MCR-AE-511

WALL SECTIONS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

3/4" = 1'-0"5

ENTRANCE SECTION

3/4" = 1'-0"3

EAST WALL SECTION AT BRICK INFILL

3/4" = 1'-0"2

EAST WALL SECTION AT STOREFRONT

3/4" = 1'-0"4

DOCK SECTION

3/4" = 1'-0"1

EAST WALL SECTION AT COLUMN

ROOF

119' - 0"

3 4

MCR-AE-501

ENTRANCE ROOM

B

UTILITY YARD

3/

8"

B

R K

J

T S

1'

3/

8"

7/ 8"

3/

8"

B

R

IC

K S

, 7

JO

IN

T S

1/ 8"

8"

MCR-AE-522

MCR-AE-522

2 EQUAL PIECES

1'

7/

8"

B

R

IC

K S

, 3

JO

IN

T S

8'

T .O

. S O

LD

IE

R C

O U

R S

E

T.O. MASONRY

MCR-AE-522

E-01

R-2

R-1

CST-1

EPDM-1

BRK-1

2.5

SOLDIER COURSE,

1 JOINT

SOLDIER COURSE,

1 JOINT

SOLDIER COURSE,

1 JOINT

3 BRICKS, 3

JOINTS

121' - 3 3/4"

118' - 10 3/8"

2.7

8" 2"

7'

0"

9'

/2

1/

2"

LEVEL 1

100' - 0"

ROOF

119' - 0"

F

B

R

IC

K S

, 7

JO

IN

T S

1/ 8"

ENTRANCE ROOM

B

UTILITY YARD

UTILITY YARD SCREEN

WALL BEYOND

E-01

R-1

MCR-AE-522

FOR TYPICAL FOUNDATION

NOTES, REF.: /1 MCR-AE-511

BACKER ROD AND SEALANT ON

1/2" EXPANSION JOINT FILLER

1" EXPANSION JOINT AT SCREEN

WALL

LEVEL 1

100' - 0"

C

LOWER ROOF STEEL

BEARING

112' - 0"

ELEC

FOR TYPICAL

FOUNDATION

NOTES, REF.:

/1 MCR-AE-511

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:5

A M

MCR-AE-512

WALL SECTIONS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

3/4" = 1'-0"1

UTILITY YARD WEST SECTION

3/4" = 1'-0"3

UTILITY YARD SOUTH WALL

3/4" = 1'-0"5

WALL SECTION

6" 8"

B

R

IC

K S

, 3

JO

IN

T S

8'

B

R K

S , 6

J N

T S

1'

C

M U

C O

U R

S E

S

8'

BOND BEAM, SEE

STRUCTURAL

DRAWINGS

4" CMU, FILL WITH GROUT

CAVITY GROUT

MCR-AE-522

100' - 0"

T.O. CONCRETE CURB

8" CMU, FILL WITH GROUT

3/ 8"

LEVEL 1

100' - 0"

ELEC

3/

8"

/2

3/ 8"

B

R K

J

T S

1'

3/

8"

B

R K

J

T S

7/

8"

3/

8"

B

R

IC

K S

, 5

JO

IN

T S

/8

/1 MCR-AE-511

FOR TYPICAL

FOUNDATION

NOTES, REF.:

ROOF

119' - 0"

ROOF

119' - 0"

B

LOWER ROOF STEEL

BEARING

112' - 0"

LOWER ROOF STEEL

BEARING

112' - 0"

3/

8"

B

R K

J

N T

1'

B

R K

J

N T

3/

8" S

O

LD

IE

R

B

R K

J

N T

7/

8"

B

R K

J

N T

3/

8" S

O

LD

IE

R

B

R K

J

N T

1'

1'

/8

121' - 3 3/4"

T.O. MASONRY

B.O. CMU

1"

HSS PER STRUCT

2-COMPONENET FLASHING

INTEGRATED WITH

AB-2 @ WALL SHEATHING

FILL CAVITY WITH INSUL-2

BELOW FLASHING

@ WALL TO DECK TRANSITION,

FILL FLUTES WITH CONT. FOAM

BRICKS

LEVEL 1

100' - 0"

UTILITY YARD

MCR-AE-522

3/

8" 1'

B

R

IC

K S

, 3

JO

IN

T S

6'

EXTEND UTILITY YARD

SLAB TO CENTER LINE OF

DOOR

BACKER ROD AND SEALANT

OVER 1/2" EXPANSION JOINT

FILLER AT PERIMETER OF SLAB

HM DOOR AND FRAME

1'

8'

LEVEL 1

100' - 0"

F

B

R K

JN

T

WORKPOINT OF

MASONRY

MCR-AE-522

ROOF

119' - 0"

EXTEND ROOFING

MEMBRANE UP AND

AROUND TUBE STEEL

ROOFING T-BAR AT PERIMETER

OF TUBE, SEAL TOP

ALL WELDED 8" x 2" x 3/16"T

TUBULAR STEEL

GALVANIZED LADDER

STRINGER, PAINT BLACK

1 1/2" DIAMETER SCHEDULE

20 GALVANIZED STEEL PIPE

POSTS AND RAILS

2'

1'

/2

3/4" OVERLAP, TYPICAL

TREAD

7 3/4"

LANDING

3' - 5 1/2"

1' - 3 1/2" 3"

TYP.

9"

1'

1'

1"

2'

T Y

P

1'

61.72°

GALVANIZED OPEN STEEL GRATING

LANDING AND TREADS WITH 1 1/2" x

3/16" BEARING BARS AND 1/4"

CROSS BARS, CLOSED NOSINGS

FRONT AND BACK, RYERSON OR

APPROVED EQUAL

2' - 1 1/4"

1 1/2" x 1 1/2" x 1/4" GALVANIZED

STEEL ANGLE WELDED TO

STRINGER, BOLTED TO GRATING;

MITERED 45 DEGREES AT ENDS

EXTEND STRINGER AND WELD TO 12" x 4" x 3.8"T STEEL PLATE MECHANICALLY

FASTENED TO DECKING

JOIST PER STRUCT DWGS

2-COMPONENET FLASHING

INTEGRATED WITH

AB-2 @ WALL SHEATHING

FILL CAVITY WITH INSUL-2

BELOW FLASHING

@ WALL TO DECK TRANSITION,

FILL FLUTES WITH CONT. FOAM

BRICKS

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:5

A M

MCR-AE-513

WALL SECTIONS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

3/4" = 1'-0"5

UTILITY YARD TYPICALSECTION

3/4" = 1'-0"2

NORTH SECTION AT ROOF

3/4" = 1'-0"11

LOW / HIGH ROOF TRANSITION SECTION

3/4" = 1'-0"4

UTILITY YARD AT DOOR

3/4" = 1'-0"3

UTILITY YARD DEMISING WALL SECTION

3/4" = 1'-0"1

ROOF LADDER SECTION

TUBULAR STEEL

STRUCTURE SHALL BE

CONSTRUCTED TO BE

WATER TIGHT - WITHOUT

HOLES OR OPENINGS

SLOPE

MORTAR NET MESH WEEP VENTS AT

24" O.C. & AT OPEN HEAD JOINTS

CONTINUOUS SEALANT

BED UNDER FLASHING

CONTINUOUS STAINLESS STEEL

FLASHING; MECHANICALLY FASTEN TO

METAL STUDS, SET IN SEALANT BED

FLASH-1

MORTAR NET, FULL WIDTH

OF CAVITY

PROVIDE END DAMS AT FLASHING

JAMB TERMINATIONS SHOWN DASHED

AB-2, EXTEND TO MASONRY

OVERLAPING 2-COMPONENT FLASHING

1/2"

4" 4"

2"

45 DEGREE CANTED FLASHING

NOTE: PROVIDE TWO-COMPONENT FLASHING AT ALL CONDITIONS

WHERE FLASHING IS REQURED UNLESS OTHERWISSE NOTED

SEALED LAP SPLICE

EXPANDABLE FOAM SEALANT

CMU LEDGE, SEE WALL SECTIONS

11 1/2"

SPECIAL SHAPE BRICK

SOLDIER COURSE

RUNNING BOND COURSING,

3/4" PROJECTIONS

MASONRY TIES AT 8" O.C. VERTICALLY

AT SOLDIER COURSING, 16" O.C.

HORIZONTALLY

T.O. STEEL

119'-0"

CAST STONE CAPITAL

PROFILE BEYOND

STAINLESS STEEL WELDED PIN

PLATE

FIELD DRILL HOLE, 1/2" LARGER

THAN PIN DIAMETER, FILL WITH

NON-SHRINK GROUT

SEAL AROUND PENETRATIONS

WITH COMPATIBLE SEALANT

3/4" PRESSURE TREATED PLYWOOD

1"W x 1/8"T PIN STRAP

ANCHORS AT PANEL JOINTS;

MECHANICALLY FASTENED TO

GIRT SYSTEM

1/4" DIA x 2"L STAINLESS STEEL

DOWEL WELDED TO 3/8" STEEL

PLATE

STAINLESS STEEL SPLIT BEND

STRAP ANCHOR

SETTING BED

BACKER ROD AND SEALANT

CONTINUOUS DRIP EDGE

PREMOLDED FOAM

BACKER ROD AND SEALANT

TWO COMPONENT FLASHING,

REF /5 MCR-AE-521

RETURN VR-1 OVER PARAPET

UNINTERRUPTED AND SEAL TO AB-2

R-19 INSUL-4 FULL HEIGHT OF

PARAPET WALL

STEEL DECK, ANGLE, HSS, AND

BEAM, SEE STRUCTURAL

DRAWINGS

EXEND GYP-1 TO WITHIN 1/2"

OF UNDERSIDE OF DECK

INSUL-3 CANT BEHIND FLASHING

B.O. CST-1

118'-11 1/8"

1" 6"

3/ 8"

2'

1/

6"3"

1/ 2"

1'

/2

1/

2"

7/ 8"

1/ 4"

3/ 8"

3"

10 5/8" 2" 1" 1"

4"

CST-1 FABRICATOR TO VERIFY

THICKNESS REQUIRED

1" 5"

2' - 4 1/2"

1 7/8"

1/

4"

T.O. FRAMING

121'-3 5/8"

CANT STRIP TYP

/19 MCR-AE-522

THROUGHWALL FLASHING, AND

COUNTER FLASHING DETIAIL

SEE

T.O. BRICK

112'-3 1/32"

B

R

IC

K C

O U

R S

E

2'

/2

3 1/2"

1 1/2" 1"

KEYSTONE PROJECTIONS AT CENTER

OF ARCH SHOWN DASHED, SEE

ELEVATION DETAILS

CUT BRICK TO FIT ARCH PROFILE

B

R

IC

K C

O U

R S

E

2'

CST-1 FABRICATOR TO

VERIFY THICKNESS

REQUIRED

(58 BRICK

COURSE)

1'

5/

6"

B

R

IC

K S

1'

5/

6"

1'

/2

1"

3/ 4"

1/ 4"

5/

8" 1/

2" 1/

2" 3/

8" 6 B

R

IC

K S

, 6 J

O

IN

T S

1'

/4

4"1/ 4"

2"

1/ 2" 55

/6 4"

1/4" 1/2"

3"

RANDOM PROJECTION OF

STRETCHER AND HEADER

BRICK COUSE, 1/4"

INCREMENTS, SEE

/6 4"

1'

/8

1'

EQUIVALENT TO 5 BRICKS,

5 JOINTS

LEVEL 1

100'-0"

8" CMU LEDGE

3"

1/4"

1/2"

T.O. CAST STONE

103'-0 3/4"

9.

/5 MCR-AE-404

1'

2"

4 1/8"

11 1/2"

MASONRY PROFILE BEYOND

SHOWN DASHED

T.O. STEEL

119'-0"

CAST STONE CAPITAL

PROFILE BEYOND

RETURN CAPITAL PROFILE

TO MASONRY WALL, CUT

BRICK TO FIT COUNTOUR

FOR TYPICAL CORNICE NOTES AND

DIMENSIONS, REF.:

AND FLASHING NOTES, REF.:

/13 MCR-AE-521

B.O. CST-1

118'-11 1/8"

SLOPE TO DRAIN MORTAR

CST-1 FABRICATOR TO VERIFY

THICKNESS REQUIRED

T.O. FRAMING

121'-3 5/8"

/19 MCR-AE-522

2" 1'

5/ 8"

1" 1"

4" 1"1"

1/2"

T.O. CAST STONE

103'-0 3/4"

SHEET METAL SILL FLASHING

WITH HEMMED EDGE COLOR

TO MATCH STOREFRONT

RANDOM BRICK PROJECTION,

REF.

FLASHING END DAM @ JAMBS

1" MINERAL WOOL

@ VOID

4 3/4"

STOREFRONT

6" 5 3/8"

2 5/8" 6 1/2" 1/2"

1/

6"

1/ 4"

2"

8"

9.

PIN STRAP AND JAMBS, DRILL

HOLE 1/16" LARGER THAN

FASTENER DIAMETER

/4 MCR-AE-521

1/

4"

1/2"

FLASHING END DAM @ JAMBS

AB-2, EXTEND OVER 2x BLOCK, ALONG SILL, & UP VERT. EDGE OF

1/2" PLYWOOD AS END DAM

T.O. BRICK

112'-3"

7/ 8"

3/ 8"

BACKER ROD AND SEALANT

FLAT ALUMINUM THERMALLY BROKEN

EXTRUSION FILLER BY STOREFRONT

MANUFACTURER

TERMINATE GYPSUM BOARD WITH

METAL J-BEAD, PROVIDE 1/8" MAX

SEALANT JOINT

OVERLAP AIR BARRIER OVER

FLASHING AND RETURN 2"

HORIZONTALLY

SHIM

THERMALLY BROKEN STOREFRONT

SYSTEM WITH CLEAR INSULATED GLASS

2-COMPONENT FLASHING

STEEL LINTEL, SEE STRUCTURAL

DRAWINGS; PAINT TO MATCH

STOREFRONT COLOR

TRIM/COPE RIGID INSULATION

AT FLASHING LOCATION

4 3/4"

STOREFRONT

6"

63/64"

'U' STRAP ANCHOR, (3) PER

PANEL, MIN.

ALUMINUM STRAP, PER WINDOW

MANUF.; SECURE WINDOW TO

STRAP, DO NOT SECURE TO

LINTEL

SPLIT BEND STRAP ANCHOR

SHIM CST-1 TO ALLOW STRAP

ANCHOR CONNECTION

B R

IC

K

C O

U R

S E

EQUIVALENT TO 8

BRICKS, 8 JOINTS

LEVEL 1

100'-0"

1'

V .I.

F

1'

5/

6"

1" 1'

/2

1/

4"

5/

8" 1/

2"

3/ 4"

6 1/2" 1/2"

8" CMU LEDGE

H E

IG

H

T V

A R

IE

S

B A

S E

D

E

LE

V . O

F A

D J.

E

W A

LK

R E

F

E

LE

V A

T

IO

N

O R

D

IN

A T

E w

/ C

IV

IL

1' - 1 5/8"

AB-2 FLASHING TO OVERLAP

MTL. FLASHING

FLASH-1

FLASH-1

AB-2 FLASHING TO OVERLAP

WATERPROOFINGMEMBRANE

WTRP-1 TO OVERLAP

MTL. FLASHING

WTRP-1 TYP @ ALL

FOUNDATION WALLS

AB-2 TYP

SPECIAL SHAPE BRICK

SOLDIER COURSE

FOR TYPICAL CORNICE NOTES

AND DIMENSIONS, REF.: /13 MCR-AE-521

.080" BREAK METAL TRIP, RETURN

1 1/2" VERTICALLY, COLOR TO

MATCH STOREFRONT

2" INSUL-2

CLOSED CELL FOAM

BRICKS CONT. WITHIN

METAL DECK FLUTES

LOOSE LINTEL, SEE

STRUCTURAL DRAWINGS

INSUL-8

1/2" MAX. BACKER ROD AND SEALANT

R-1

9/

6"

RETURN 1/2" PLY WOOD SHEATHING

AND AB-2 TO STOREFRONT 2 1/2" METAL STUDS AT 16" O.C.

2 1/2" METAL STUDS AT 24" O.C. MECHANICALLY

FASTENED TO DECK AND BRACED AT STEEL BEAM

MCR-AE-522

GALV. CLOSER ANGLE TO

SERVE AS TERM BAR FOR AB-2

INSUL-2 @ DECK AND WRAP BEAMS, MIN

4'-0" FROM

EXTERIOR BUILDING WALL TYP

ALUMINUM STOREFRONT SYSTEM

WITH 1" INSULATING GLASS ALUMINUM THRESHOLD BY

STOREFRONT ENTRANCE

MANUFACTURER, SET IN BED OF

SILICONE SEALANT

BACKER ROD AND SEALANT

EXPANSION JOINT FILLER

VESTIBULE

3/ 8"

1"3/ 4"

2"

BACKER ROD

AND SEALANT

PREMOLDED FOAM

GALVANIZED SHEET METAL

STRAIGHT FLASHING WITH

CLOSED HEMMED EDGE;

PAINT TO MATCH CST-1

CST-1 DRIP EDGE

1"

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:0

A M

MCR-AE-521

SECTION DETAILS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

3" = 1'-0"5

TYPICAL MASONRY FLASHING BASE DETAIL

1 1/2" = 1'-0"13

CAST STONE CORNICE DETAL

1 1/2" = 1'-0"8

OPENING HEAD DETAIL

1 1/2" = 1'-0"4

WALL PLYNTH SECTION DETAIL

1 1/2" = 1'-0"14

CAST STONE CORNICE DETAL AT COLUMN

3" = 1'-0"10

WINDOW SILL SECTION DETAIL

3" = 1'-0"15

WINDOW HEAD DETAIL

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

PLYNTH SECTION DETAIL AT COLUMN

1 1/2" = 1'-0"11

ENTRANCE SECTION DETAIL

3" = 1'-0"1

ENTRANCE DOOR SILL DETAIL

OHCD-1

OHCD-1 MOTOR AND

HOUSING

2" ACT-1 WALL ANGLE

3"

1/2" 3 5/8"

1 1/2"

1 1/2"

CST-1 KEY STONE

CST-1 LINTEL

1/

8" 1'

/4

3/ 8"

1" 1'

1'

/8

1'

5"

Z-TYPE LINTEL BRUSH

SEAL

DRIP EDGE

BRK-1 BEYOND

DRIP EDGE

CST-1 LINTEL PROJECTIONS

BEYOND SHOWN DASHED; STONE

THICKNESSES TO BE VERIFIED BY

MANUFACTURER

1/ 4"

S

LO

P E

STAINLESS STEEL SPLIT BEND

STRAP ANCHOR

PROVIDE WEEP VENTS AT 24" O.C.

CUT INSULATION TO RECEIVE

FLASHING

BACKER ROD AND SEALANT

STEEL CHANNEL AT JAMBS

AND HEAD, SEE STRUCTURAL

DRAWINGS

2-COMPONENT FLASHING; STEP

DOWN TO FOLLOW CST-1

HEADERS' ELEVATION

EXTEND FLASHING 3/4" PAST

FACE OF BRICK, PROVIDE

HEMMED EDGE SET ON SEALANT

BED

SLOPE

3" x 3" x 1/4" CONTINUOUS

GAVLANIZED STEEL ANGLE,

PAINT BLACK

3" x 3" x 1/4" CONTINUOUS

GAVLANIZED STEEL ANGLE,

PAINT BLACK

VERIFY PIT HEIGHT, DEPTH, AND WIDTH

WITH DOCK LEVELER MANUFACTURER

BACKER ROD AND SEALANT ON

1/2" EXPANSION JOINT FILLER

2" INSUL-2; EXTEND TO UNDERSIDE OF

LEVEL 1 SLAB AND 24" MINIMUM BELOW

OUTSIDE GRADE

REF. STRUCTURAL DWGS FOR

CONC SLAB REQ'D THICKNESS

AND REINFORCING

STRUCT.

FILL PER

GEOTECH

REPORT

INSULATION TO

EXTEND 24" FROM

CORNER.

TYP ON ALL THREE

SIDES OF PIT

1"

1 1/2"1 1/2"

3/ 4"

5" 1"

SOLDIER COURSE WITH 1"

PROJECTION

1' - 5 1/4"

45 DEGREE CANTED EDGE

THROUGH WALL STAINLESS

STEEL FLASHING WITH 1/2"

CANTED AND HEMMED EDGES

DRIP EDGE

MORTAR NET MESH WEEP

VENTS AT 24" O.C. AT OPEN

HEAD JOINTS

1 1/2"

6"

4"

1' - 9 1/4"

STAINLESS STEEL WELDED PIN PLATE

FIELD DRILL HOLE, 1/2" LARGER

THAN PIN DIAMETER, FILL WITH

NON-SHRINK GROUT

CST-1

4" CMU

8" HIGH STAINLESS STEEL

END DAM BEHIND

MASONRY AT END WALL

STAINLESS STEEL

THROUGHWALL FLASHING

WITH 1/2" HEMMED,

CANTED EDGE

MCR-AE-522

SIM.

MORTAR NET WEEP VENTS

MOD-1, SEE ROOF ASSEMBLIES

CANT STRIP

EXTEND BASE FLASHING

VERTICALLY AND OVER

THE TOP OF CMU

T.O. FRAMING

121'-3 5/8"

BRK-1

SEE EXTERIOR WALL

ASSEMBLIES FOR TYPICAL

NOTES AND DIMENSIONS

FILL CAVITY WITH INSUL-4

T.O. MASONRY

119'-0"

3/

8"

7/ 8"

8" 1'

/8

8"

3/ 8"

4" 1"

RAKE ALL HORIZONTAL AND

VERTICAL JOINTS AT PERIMETER

OF EACH PIECE AND SEAL WITH

ELASTOMERIC SEALANT

CST-1

STAINLESS STEEL WELDED PIN PLATE

FIELD DRILL HOLE, 1/2" LARGER

THAN PIN DIAMETER, FILL WITH

NON-SHRINK GROUT

1' - 7 3/4"

3/

4"

CST-1 CORNICE COPING CONFIGURATION

FOR REFERENCE, SHOWN DASHED

BACKER ROD AND SEALANT

BOTH SIDES OF WALL

THROUGH WALL STAINLESS STEEL

FLASHING WITH 1/2" CANTED,

HEMMED EDGE; LAP FLASHING

JOINTS 4" MINIMUM

CST-1 INTEGRAL DRIP EDGE

1"

/19 MCR-AE-522

FLASHING AND COUNTERFLASHING,

REF.: SIM.

SLOPE MORTAR TO DRAIN, TYP

BRK-2

LOOSE LINTEL, SEE

STRUCTURAL

SLOPE MORTAR TO DRAIN

SPECIAL SHAPE SOLDIER COURSE

WITH 2 3/4" X 3/8" NOTCH TO

ACCOMMODATE LINTEL

TWO-COMPONENT FLASHING,

REF /5 MCR-AE-521

HMF-3, FILL WITH INSULATION

SEAL PERIMETER OF

FRAME, TYP

HMD-2

FILL HEADER WITH INSUL-8

MITTER INSUL-2 TO

ACCOMMODATE THROUGH

FLASHING

3/ 8"

4"

1/2"

MESH WEEPS AT 16" O.C.

ROOFING TERMINATION BAR,

SEALANT TOP AND BOTTOM

FLASHING AND COUNTERFLASHING

1/2" MAX BACKER ROD AND SEALANT

AB-2 TYP

INSUL-2 TYP

MASONRY ANCHOR -

REF. STRUCT. DWGS

BACKER ROD AND

SEALANT

V A

R

IE

S

UTILITY YARD

TWO-COMPONENT FLASHING

AND BASE DETAIL, REF.

/5 MCR-AE-521

EXPANSION JOINT

FILLER

T.O. FOUNDATION

WALL

99'-0"

4" CMU, FILL WITH MORTAR;

FLUSH WITH FACE OF BRICK

FILL CAVITY WITH MORTAR

CMU WALL, SEE

STRUCTURAL DRAWINGS

SPECIAL SHAPE SOLDIER

COURSE WITH 1" PROJECTION;

CUT AS REQUIRED TO

MAINTAIN BRICK COURSING

SLOPED MORTAR

MORTAR NET MESH WEEP

VENTS AT 24" O.C. AT OPEN

HEAD JOINTS

2-COMPONENT FLASHING, SEE

/5 MCR-AE-521

HM DOOR FRAME,

FILL WITH GROUT

BOND BEAM SEE

STRUCTURAL

CUT CMU AS REQUIRED

TO MAINTAIN COURSING

HM DOOR

RETURN THROUGH WALL

FLASHING VERTICALLY

AND FOLLOW CST-1

SLOPE, HEMMED EDGE;

SET IN BED OF SEALANT

CST-1

CST-1

STAINLESS STEEL THROUGH WALL

FLASHING

FLASHING RECEIVER

STAINLESS STEEL COUNTERFLASHING

FASTENED AT 8" O.C. SCREW OR RIVET

TO FLASHING RECEIVER ONLY

COMPATIBLE SEALANT WITH

ROOFING SYSTEM

TERMINATION BAR FASTENED AT

8"O.C. MAX. THROUGH BUTYL TAPE

3/16" EXPANSION GAP, FILL

TOP OF INSULATION WITH

EXPANDABLE FOAM

3/ 8"

3/4"

SEAL PENETRATIONS WITH

COMPATIBLE MATERIAL

1/

2"

MOD-1 SYSTEM CAP FLASHING

MOD-1 SYSTEM BASE FLASHING

EXTEND TO TOP OF PLYWOOD

2.7

1"

2" 4"

1" 3"

BASE FLASHING PLY 6" MIN ON

HORIZONTAL SURFACE; EXTEND

1" PAST BOTTOM OF NAILER

METAL DRIP EDGE AND CLEAT

WITH 1/2" CANT; COLOR TO

MATCH GUTTER

5"

1"

FLASHING

3"

SHEET METAL CLOSURE FROM

FACE OF BRICK TO FACE OF BRICK;

MECHANICALLY FASTEN TO WOOD

NAILER AND METAL DECK; TRIM

AROUND WALL ANGLE

METAL SPACER AT 36" O.C.

MECHANICALLY FASTEN TO

WOOD NAILER

PREMANUFACTURED HANGING

GUTTER

1/4" BACKER ROD AND SEALANT

FACE OF FACE BRICK BEYOND

2 x 4 TREATED WOOD NAILER

OPEN FACE GUTTER BEYOND

STRST-1 CHANNEL AND

DECK, SEE STRUCTURAL

DRAWINGS

FLUSH PANEL SOF-1

SYSTEM AT SOFFIT

MECHANICALLY FASTENED

TO METAL STUD FURRING

6"

CAP FLASHING PLY 9" MIN ON

FIELD; TERMINATE WITH HOT WELD

SEAL AT FLASHING

PROVIDE TWO DOWN SPOUT

BRACES AT OPEN FACE; BOTTOM

NOT LESS THAN 60" ABOVE UTILITY

YARD SLAB

GUTTER CONNECTION WITH

3/8" MIN. FLANGE, RIVETED

AND SEALED

1"

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

A u to d e s k D o c s

/2

V A

M e d ic a l C e n te r

T o g u s M

E /2

B

-M C

R r2

.r v t

/1 /2

:4

:0

A M

MCR-AE-522

SECTION DETAILS

A&E DESIGN

129 NORTH 29th STREET, SUITE 100

BILLINGS, MT 59101

PH: 406.248.2633

PAUL SIDERIUS, AIA

GDM OF OREGON

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

PH: 541.224.8536

ADAM GOODIN, PE

ELECTRONIC HEALTH RECORD MODERNIZATION

(EHRM) INFRASTRUCTURE UPGRADES - TOGUS, ME

TOGUS VA MEDICAL CENTER

402-22-700

MCR

PSSPSSNovember 10, 2025

100% CONSTRUCTION

DOCUMENTS

A/E:ARCHITECT:

FULLY SPRINKLERED

BUILDING MCR

1 1/2" = 1'-0"10

COILIN…