S06 - Amend 0001 - Att 01 - Rvd Structural Drwg - 06192026 - EHRM Infra - Togus.pdf

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

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PROJECT TITLE

LOCATION

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DRAWING TITLE

APPROVED:

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

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MCR-SN-100

STRUCTURAL NOTES

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

ATWMH, JKFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

1 2

# Revisions Description Date

1 MSE WALL REVISIONS 02.16.2026

2 REVISIONS 06.19.2026

EXP: 04/05/2028

06/23/2026

U.S. Department of Veterans Affairs

VA FORM 08 - 6231

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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)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

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MCR-SN-101

STRUCTURAL NOTES

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

ATWMH, JKFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

# Revisions Description Date

2 REVISIONS 06.19.2026

MARK SIZE LONG. REINF. TRANSV. REINF.

FOOTING SCHEDULE

F4-12 4'-0" x 4'-0" x 12" THICK (4) #5 x 3'-6" BOT (4) #5 x 3'-6" BOT

F5-18 5'-0" x 5'-0" x 18" THICK (7) #5 x 4'-6" BOT (7) #5 x 4'-6" BOT

F6-18 6'-0" x 6'-0" x 18" THICK (8) #5 x 5'-6" BOT (8) #5 x 5'-6" BOT

FOUNDATION PLAN NOTES:

1.

4.

5.

6.

7.

SEE SHEET MECHANICAL DRAWINGS FOR EXTENT OF ALL

STORM, WATER AND SEWER PIPES AND FOR REPLACEMENT AND

LOCATION OF ALL DRAINS AND DUCT PERPETRATION. SEE

11/MCR-SD-100 FOR PIPE PENETRATION AT FOOTINGS.

2.

3.

S S

8.

INDICATES FOOTING SIZE. SEE FOUNDATION SCHED THIS SHEET.

INDICATES STEP FOOTING SEE 12/MCR-SD-100.

VERIFY DIMENSIONS, STEP SLOPES ETC W/ ARCH DRAWINGS.

SEE SHEET MCR-AE-200.

INDICATES FINISH FLOOR ELEVATION.

INDICATES CONTROL OR CONSTRUCTION JOINTS SEE 9/MCR-SD-100.

ALL EXTERIOR LGS STUDS TO BE 600S162-43 @ 16"oc UNO, SEE

8/MCR-SD-201.

SEE 10/MCR-SD-100 FOR HOUSEKEEPING PADS.

SHEARWALL PLAN NOTES:

1. DENOTES SHEAR WALL W/ 1/2" STRUCTURAL 1 PLYWOOD AND #10

SCREWS @ 6"oc ON PANEL EDGE AND 12"oc IN FIELD.

2. DENOTES SHEAR WALL W/ 1/2" STRUCTURAL 1 PLYWOOD AND #10

SCREWS @ 4"oc ON PANEL EDGE AND 12"oc IN FIELD.

3. DENOTES SIMPSON S/HDU4 HOLDOWN W/ PAB5 ANCHOR. HOLDOWN

SECURED TO BACK-TO-BACK STUDS SAME SIZE & GAUGE AS WALL

STUDS.

4. DENOTES SIMPSON S/HDU11 HOLDOWN W/ PAB7 ANCHOR. HOLDOWN

SECURED TO BACK-TO-BACK STUDS SAME SIZE & GAUGE AS WALL

STUDS.

5. DENOTES SIMPSON S/HDU11 HOLDOWN W/ PAB7 ANCHOR. HOLDOWN

SECURED TO BACK-TO-BACK STUDS SAME SIZE & GAUGE AS WALL

STUDS.

6. SEE 11/MCR-SD-201 FOR TYPICAL SHEARWALL FRAMING.

PROJECT KEY PLAN

TOGUS VETERANS AFFAIRS - MAINE HEALTH CARE SYSTEM

MVHCS NETWORK #

1 VA CENTER | AUGUSTA, ME 04330

NORTH

200E

249 MRI

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

A.3 B C D E F

A.5A

2.3

2.5

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/

HSS5x 5x

5/ 16 HSS5x5x5/16

HSS5x5x5/16

HSS5x 5x

5/

HSS5x 5x

5/

MCR-SD-101

MCR-SD-100

MCR-SD-100

MCR-SD-100

MCR-SD-100

MCR-SD-100

F5-18 F6-18

F4-12 F4-12F4-12

F4-12 F4-12 F4-12 F4-12

F4-12

F4-12

F4-12F4-12F4-12

F5-18

F5-18

F4-12F4-12

F4-12

F4-12

11'-10 3/8" 10'-6 7/8" 9'-5 5/8" 14'-7 1/2" 22'-7 3/8" 26'-0 1/2" 14'-0 3/4"

'-9

/4

6'

-7

/8

4' -7

9'

-5

/4

3' -6

/8

MCR-SD-100

MCR-SD-100

TYP

TYP

C .J

C.J.

C .J

MCR-SD-100

MCR-SD-100

MCR-SD-100

TYP

TYP

TYP

C .J

MCR-SD-100

MCR-SD-100

MCR-SD-100

MCR-SD-100

MCR-SD-10013

MCR-SD-100

HSS5x 5x

1/

HSS5x 5x

1/

(G

ALV

MCR-SD-100

MCR-SD-100

B

A

A

B

A

A

A

A

1 1

MCR-SD-100

FF 98'-0"

MCR-SD-100

MCR-SD-100

4" CONCRETE SLAB W/ #4 @ 18"oc EA

WAY OVER VAPOR RETARDER OVER

18" COMPACTED CRUSHED STONE

OVER GEOTEXTILE

HSS5x 5x

1/

HSS5x 5x

1/

(G

ALV

MCR-SD-100

SIM AT

EQUIP

SLABS

9'-0" MIN

'-8

M

IN

S

LO

P

E

R A

R C

H

11 1/2"

/2

11 1/2"

11 1/2"

/2

/2

11 1/2"

/2

1' -9

/8

4'

-8

/8 "11 1/2"

1'-1 1/8"

11"

/2

MCR-SD-101

SIM

7 5/8"

/2

MCR-SD-100

1' -2

/2

30'-2 3/4"

1' -4

/8

/4

8'-0"

4" EXTERIOR CONC SLAB W/ #4 @ 18"oc

EA WAY OVER 18" COMPACTED

CRUSHED STONE OVER GEOTEXTILE

MCR-SD-101

OPP

MCR-SD-101

MCR-SD-101

MCR-SD-101

MCR-SD-101

600S200-68 @ 16"oc AT HIGH

ROOF, TALL EXTERIOR STUDS

600S200-68 @ 16"oc AT HIGH

ROOF, TALL EXTERIOR STUDS

TOF 168.00 ft TOF 168.00 ft

TOF 168.00 ft

C .J

C .J

C .J

2 2 2

C.J.

C.J.

TOF 168.00 ft

C .J

12" THICK EXTERIOR CONCRETE

EQUIPMENT SLABS, TYP

12" THICK EXTERIOR CONCRETE

EQUIPMENT SLABS, TYP

HSS5x 5x

5/

GALV

C x2

0.

7 GALV C12x20.7

HSS5x5x5/16

C.J.

EXTEND FOUNDATION WALLS AND SIDEWALK TO EXTENTS

SHOWN IN CIVIL AND ARCHITECTURAL DRAWINGS

(CIVIL EL 170.85 ft )

6" THICK CONC WALL

(CIVIL EL 172.85 ft )

FF 100'-0"

TOF 168.00 ft

4'-6"

S S

S S

6'-0"

TOF 168.00 ft

TOF 166.00 ft

8' -0

MCR-SD-101

MCR-SD-101

TOF 166.00 ft

TOF 166.00 ft

TOF 166.00 ft

TOF 168.00 ft

4'-0"

S S

SS

6' -0

3'-8"

S S

TOF 166.00 ft

TOF 167.00 ft

TOF 167.00 ft

TOF 168.00 ft

SS

TOF 167.00 ft TOF 167.00 ft

TOF 167.00 ft

TOF 167.00 ft

12" THICK CONC WALL

18" THICK

CONC WALL

TOF 168.00 ft

HSS5x 5x

5/

HSS5x 5x

5/

FX-X

C.J.

FF X'-X" 3

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U.S. Department of Veterans Affairs

VA FORM 08 - 6231

A

B

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B

C

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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)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

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MCR-SF-100

FOUNDATION PLAN

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

ATWMH, JKFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

1/4" = 1'-0"MCR-SF-100

A FOUNDATION PLAN

# Revisions Description Date

1 MSE WALL REVISIONS 02.16.2026

2 REVISIONS 06.19.2026

NOTES:

3.

2.

1.

4.

5. SEE DETAIL 5/MCR-SD-201 FOR ROOF OPENINGS.

SEE 6/MCR-SD-201 FOR VENEER LINTELS.

VERIFY STEEL ELEVATIONS W/ ARCHITECTURAL, STEEL ELEVATIONS GIVEN

ARE TO BOTTOM OF STEEL BEAMS.

VERIFY DIMENSIONS W/ ARCH.

SEE MCR-SD-200 & MCR-SD-201 FOR STEEL FRAMING DETAILS.

6. 36 INDICATES DEPTH OF JOISTS

K, LH, DLH INDICATES TYP OF STEEL JOISTS

500 INDICATES TOTAL LOAD [DEAD + BALANCED SNOW LOAD] IN LB/FT

250 INDICATES BALANCED SNOW LOAD IN LB/FT. BUILD UP SNOW IS IN

ADDITION TO THESE UNIFORM LOADS. SEE ROOF PLANS FOR LOCATIONS.

UNO BASE LINEAR LOADS ARE 500/250

4000 T/C INDICATES TENSION AND COMPRESSION LOADS IN TOP CHORD

OF JOISTSDUE TO SEISMIC LOAD (IN 1.0E & IN LBS).

UNO ALL JOIST TOP CHORDS DESIGNED FOR 1,000 LBS T/C

c= INDICATES CAMBER. NO CANBER IN CABLE TOP CHORD TRUSSES

36LH (500/250)

4000 T/C c=

7. GENERAL CONTRACTOR TO COORDINATE SPRINKLER MAIN LINE SUPPORT &

WEIGHT WITH JOIST MANUFACTURER PRIOR TO SUBMITTING SHOP

DRAWINGS.

8. JOIST BRIDGING IS NOT SHOWN OF ROOF FRAMING PLAN SINCE LAYOUT AND

SPACING IS MER MANUFACTURER. JOIST MANUFACTURER TO PROVIDE ALL

BRIDGING AND ERECTION AIDS AS PER SJI SPECIFICATIONS.

9. DENOTES BUILD-UP SNOW LOADS [ASD] THAT ARE IN ADDITION TO 85 PSF

[0.7Pg] BALANCED SNOW LOAD.

A.3 B C D E F

A.5A

2.3

2.5

W18x35 (HIGH)

W18x35 W18x35 W18x35

W x3

W18x35

W x3

W18x35W18x35W18x35

W x3

W x3

(H

IG

H

W x3

W18x35W18x35

W x3

W x3

W x3

W18x35 W18x35 W12x30

W18x35 (LOW)

W x5

W x5

(L O

W

W18x35

K

(4

/3

) S T

L

JO

IS

T

S

8" oc

K

(4

/3

) S T

L

JO

IS

T

S

8" oc

K

(2

/1

4" oc

K

(4

/3

) S T

L

JO

IS

TS

8" oc

18K (420/340) STL JOISTS @ 48"oc

W x3 k(

0/

0)

4" oc

3" METAL DECK

W12x58

MCR-SD-200

MCR-SD-200

MCR-SD-200

MCR-SD-200

MCR-SD-200

MCR-SD-200

MCR-SD-200

MCR-SD-200

MCR-SD-200

MCR-SD-200

MCR-SD-200

MCR-SD-201

MCR-SD-201

MCR-SD-200

MCR-SD-200

MCR-SD-201

MCR-SD-201

C12x20.7 (GALV)

3" METAL DECK

MCR-SD-201

MCR-SD-201

C12x20.7 (GALV)

MCR-SD-200

L5 x3 x5 /1

(L

LV

L5 x3 x5 /1

(L

LV

MCR-SD-201

SIM

S

LO

1/ 4"

F

T

MCR-SD-200

ABOVE

TOS 113'-0"

TYP

TOS 118'-9 1/2"

TOS 109'-9"

TOS 109'-9"

TOS 118'-9 1/2"

BOS 111'-6 1/4"

TOS 113'-0"

PROVIDE ADDITIONAL 18K (590/170)

UNDER BRICK VENEER, MAX TOTAL LOAD

DEFLECTION LESSER OF L/600 OR 1/2"

STEEL ROOF LADDER PER ARCH, ALIGN

HSS BLKG AT POSTS TYPICAL, SEE

9/MCR-SD-200 FOR CONNECTIONS

D E

S

IG

N E

D T

O A

C H

IE

V

E L

E S

S E

R O

F L

/6

O R

/2

T

O T

A L

LO

A

D D

E F

LE

C

T

IO

N

S T

E E

L R

O O

F J

O

IS

T S

S U

P P

O R

T

IN

G B

R

IC

K V

E N

E E

R M

U S

T B

E

MCR-SD-201

HSS10x5x5/16

C12x20.7

MCR-SD-201

6' -0

K

(4

/3

8" oc

18K

18K

MCR-SD-201

K

(2

/1

4" oc

P

S F

'-0

87 PSF

16'-0" HSS10x5x5/16

MCR-SD-201

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)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

C K

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R a n d y w k ra m e r-g e h le n .c o m

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:4

:3

A

M

MCR-SF-101

ROOF FRAMING PLAN

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

ATWMH, JKFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

1/4" = 1'-0"MCR-SF-101

A ROOF FRAMING PLAN

# Revisions Description Date

1 MSE WALL REVISIONS 02.16.2026

2 REVISIONS 06.19.2026

5' -0

M

IN

3" C

LR

T

Y P

2"

1' -0

3'-0"

(4) #4 x CONT LONGIT W/ #4 x 2'-6" TRANS @ 24"oc

CONC SOG PER PLAN

BRICK VENEER, TIES

PER STRUCT NOTES

FINISH GRADE

DRAIN PER

GEOTECH

REPORT

8" CONC WALL W/ #5

VERT @ 12"oc & #5 HORIZ @ 16"oc TYP

STD HOOK TYP

LGS STUDS

#4 x @ 12"oc

PLYWD SHTG

5/8" DIA x 10" AB OR

5/8" DIAMETER HILTI

HUS EZ EMBED 3"

MIN @ 32"oc UNO

1-6

1-

8" CMU WALL W/ #5

VERT @ 48"oc & #5 HORIZ @ 24"oc TYP, SOLID GROUT

SIMPSON HD PER PLAN

PLACE FOOTING ON 6"

CRUSHED STONE

600T150-68 x CONT

2"

1' -0

3'-0"

5' -0

M

IN

CONC SOG PER PLAN

BRICK VENEER OR

ARCHITECTURAL

PRECAST

CONCRETE PANEL,

SEE STRUCT

NOTES FOR TIES

EXT SOG

DRAIN PER

GEOTECH

REPORT

CONC & CMU WALLS,

SEE 1/MCR-SD-100

#4 x @ 12"oc

1-6

1-

(4) #4 x CONT LONGIT W/ #4 x 2'-6" TRANS @ 24"oc

PLACE FOOTING ON 6" CRUSHED STONE

600T150-68 x CONT

METAL STUD PER

FOUNDATION PLAN

3'-6"

1' -0

5' -0

M

IN

9' -0

M

A X

H T

3" C

LR

#5 @ 16"oc VERT ALT

HOOK DIRECTION

(2) #5 CONT TOP

#5 @ 16"oc VERT

#4 HORIZ @ 16"oc HORIZ

PRECAST CONC

CAP, SEE ARCH

COMPACTED

STRUCTURAL FILL

#4 @ 3'-0"oc BOT

(3) #4 BOT

BRICK MASONRY WALL W/

2" MIN CAVITY

PRE-CAST CONCRETE

CONNECTION TO CMU

BY PRE-CAST SUPPLIER

4" CMU WALL W/ #3

VERT @ 48"oc & #3 HORIZ @ 24"oc TYP

BRICK VENEER, SEE

STRUCT NOTES FOR TIESCONC SLAB

DRAIN PER

GEOTECH

REPORT

#4 x @ 12"oc

1-6

1-

8" CMU WALL W/ #5

VERT @ 16"oc & #5 HORIZ @ 24"oc TYP

PLACE FOOTING ON 6"

CRUSHED STONE

MORTAR

4"

1' -0

T

Y P

U N

O

1'-6" TYP

1 1/2"

TYP

1 1/2"

TYP

C

LR

3"

S C

H E

D

S E

E

SEE PLAN

COLUMN SEE PLAN

JOINT

CONSTRUCTION

SEE PLAN

T Y

P U

N O

3/4"DIAx1'-4" SMOOTH DOWEL W/ 6" MIN TIGHT

FITTING PLASTIC DOWEL CAP ON ONE SIDE OF

JOINT ONLY. DOWELS SHALL BE INSTALLED

AND HELD AS REQUIRED TO MAINTAIN

SQUARENESS W/ FACE OF CONSTRUCTION

JOINT (4x PER COLUMN).

1-1/2" NON- SHRINK GROUT

TOP OF

FOOTING (TF)

SEE PLAN

18" SQ CONC PLINTH W/ (8) #5x VERT #4 TIES @ 8"oc, TRIPLE AT TOP

0-10

BASE PL 3/4" x REQD

2" CLR

DBL NUT TYP

TOP OF

PLINTH

5/16

PLACE FOOTING ON 6"

CRUSHED STONE

5' -0

M

IN

1' -0

11 1/2"

4"

1' -0

6"

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

SPREAD FTG SIZE &

REINFORCING PER

PLAN & SCHEDULE

CONC SOG PER PLAN

BRICK VENEER

FINISH GRADE

HSS COL PER PLAN

BASE PL 3/4"x6" x 1'-2" W/ (4) 3/4" DIA x 12" AB,

(2) ROWS @ 11"oc

1-1/2" NS GROUT

FTG & WALL BEYOND, RUN

HORIZ REINF THRU

SPREAD FTG & PILASTER

1/4

20-1/2" SQ CONC PILASTER W/

(8) #5 VERTS x REQD & #3 TIES @ 10"oc, DBL TIES AT TOP

DRAIN PER

GEOTECH

REPORT

CONC & CMU

WALLS & FTG,

SEE 1/MCR-SD-100

PLACE FOOTING ON 6"

CRUSHED STONE

1'-6"

3"

1' -0

6"

#4x @ 12"oc

CFS STUDS

1-

1-6

6" CONC WALL W/

#4 @ 12"oc EW

ROUGH JOINT T&B

(2) #4

C

LR

DRIVE PIN @ 12"oc

PLACE FOOTING ON 6"

CRUSHED STONE

1" Z-FURRING

EQ.

1' -0

4'

-0

M

IN

V

A R

IE

S

S E

E E

LE

V

.1' -0

3" C

LR

6" 6"

P E

R M

A N

U F

S E

E A

R C

H

SEE ARCH

1-3

2-

2-0

2-

2'-6"

8" EQ.

L1-1/2x1-1/2x3/16 x CONT W/ 3/8" DIA x 4" WHS @ 24"oc, RETURN ANGLE TO

WALL SEE ARCH DWGS

L6x3x3/16 x CONT (LLV) W/ 1/2" DIA x 6" WHS @ 24" oc

COMPACTED FILL

#5 x @ 15"oc

#5 @ 12"oc

EACH WAY

#5 x @ 12"oc

(2) #5 x CONT

TOP & BOT

SHORE

AS REQD

#4 x OR @ 12"oc EA WAY

#4 HORIZ

x CONT @ 12"oc

2-

2-

#4 x @ 12"oc

2-0

R E

Q D

PLACE FOOTING ON 6"

CRUSHED STONE

DOCK LEVELER

(2) #5 TOP

& BOT

DRAIN PER

GEOTECHNICAL

REPORT

3" C

LR

2" C

LR

1' -0

3' -6

M

IN

1'-0"

MECHANICAL UNIT

CONC SLAB OR

GRAVEL AT SIM

CONC FOOTING W/ #5 @

12"oc EA WAY TOP & BOT

6" COMPACTED CRUSHED STONE OVER

COMPACTED STRUCTURAL FILL TO

FROST DEPTH OF 5'-0" OR BEDROCK,

WHICHEVER IS SHALLOWER

CONTROL JOINT CONSTRUCTION JOINT

18" MIN COMPACTED

CRUSHED ROCK SEE

GEOTECH REPORT

FOR SUBGRADE

RUN HALF REINF THRU

JOINT. STOP OTHER HALF

4" BACK FROM JOINT

3/4" EARLY ENTRY

SAW CUT

COAT JOINT W/ BOND

BREAKER PRIOR TO PLACING

ADJACENT CONC. & RADIUS

TOOL JOINT EA SIDE 1/8"

3/4" DIA x 1'-4" SMOOTH DOWEL @ 24"oc W/ 6" PLASTIC DOWEL CAP, SECURE AT MID DEPTH PARALLEL

TO SUB-GRADE & PERP TO JOINT

SEE CONTROL JOINT

DETAIL FOR ADD'L INFO

MOISTURE PROTECTION

SEE ARCH SPEC'S FOR

REQUIREMENTS

SEE PLAN FOR REINF.

1- 1/

2" C

LR

T

O T

O P

R E

IN

F

6"

#3 x AT EA CORNER

W/ HILTI HIT RE-500 IN 1/2"

DIA x 2-1/2" HOLES

4" MIN HOUSEKEEPING PAD

W/ #4 @ 16"oc EA WAY1-0

4" M

IN

6"

M

IN

6"

MIN.

1-6 1-6

REQD

R

EQ

D

OVERSIZE PIPE SLEEVE OPTION

MAY WRAP PIPE W/ 1"

COMPRESSIBLE FOAM INSULATION

WHERE PASSING THRU FOOTING

WALL

FOOTING

NOTE: IF TOP OF PIPE IS 1'-0" OR

MORE BELOW BOTT OF FTG USE

COMPACTED FILL OR LEAN

CONCRETE TO BOTT OF

FTG

PIPE

(2) #5 x

LAP SPLICE

SEE STRUCT NOTES

2 'S'

(MIN)

'S

M A

X 2" CLR

2" C

LR

3" CLR (TYP)

1'-6" MIN

REINFORCING

PER PLAN

STD HOOK

TYPICAL

FTG PER PLAN

PLACE FOOTING ON 6"

CRUSHED STONE

4' -0

M

IN

2-0

M

IN

4"

FILL

COMPACTED

1-#4

EA. WAY

#4 @ 16" o.c.

2-0

#4 x

FOR STAIR DIMS

SEE ARCH DRAWINGS

@ 16" o.c.

6"

2"C

LR

0" T

O

LAP SPLICE

4" T

O

'-0

'T'

1' -0

T

O

'-0

6" 6"

LAP SPLICE

'T ' 1

DWL x SIZE &

SPACING TO MATCH SLAB

REINF

(2) CONT NOSE BARS

SIZE TO MATCH SLAB

REINF

(2) BARS x CONT TOP & BOTTOM

SIZE TO MATCH SLAB REINF

DWL x

(2) CONT BARS AT EDGE

SIZE TO MATCH SLAB REINF

STD HOOK

NOSE BAR, SIZE TO

MATCH SLAB REINF

NOTE: SIZE & SPACING OF

REINFORCING SHOWN TO

MATCH SLAB

REINFORCING

SLAB ON GRADE

PER PLAN

SLAB ON GRADE

PER PLAN

STEP 0" TO 4"

STEP 4" TO 1'-0"

STEP 1'-0 TO 2'-0"

6"

BRICK VENEER, SEE

STRUCT NOTES FOR TIES

METAL STUDS

PLYWOOD SHTG

CONC

SOG PER

PLAN

SEE 1/MCR-SD-100

FOR ADDL INFO

MORTAR

600T150-68 W/ 5/8" DIA

x 10" AB @ 16"oc

5' -0

M

IN

1' -0

1'-6"

SEE ARCH FOR

STEEL SLEEVE

AND GUARDRAIL

POST

CONC WALK

#5 @ 12"oc

EA WAY

8" CONC WALL

STD HOOK

(2) #5 x CONT

HANDRAIL POST

PLACE FOOTING

ON 6" CRUSHED

STONE

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)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

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A

M

MCR-SD-100

FOUNDATION DETAILS

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

ATWMH, JKFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

1" = 1'-0"MCR-SD-100

1 SECTION

1" = 1'-0"MCR-SD-100

2 SECTION

1" = 1'-0"MCR-SD-100

3 SECTION

1" = 1'-0"MCR-SD-100

4 SECTION

1" = 1'-0"MCR-SD-100

5 SECTION

1" = 1'-0"MCR-SD-100

6 SECTION

1" = 1'-0"MCR-SD-100

7 SECTION

1" = 1'-0"MCR-SD-100

8 SECTION

1" = 1'-0"MCR-SD-100

9 SECTION

1" = 1'-0"MCR-SD-100

10 SECTION

3/4" = 1'-0"MCR-SD-100

11 SECTION

3/4" = 1'-0"MCR-SD-100

12 SECTION

1" = 1'-0"MCR-SD-100

13 SECTION

1" = 1'-0"MCR-SD-100

14 STEPS IN SOG

1" = 1'-0"MCR-SD-100

15 SECTION

3/4" = 1'-0"MCR-SD-100

16 SECTION

# Revisions Description Date

EXP: 04/05/2028

06/23/2026

1" = 1'-0"MCR-SD-100

8 SECTION

3" C

LR

2" C

LR

1' -0

3' -6

M

IN

1'-0"

MECHANICAL UNIT

CONC SLAB OR

GRAVEL AT SIM

CONC FOOTING W/ #5 @

12"oc EA WAY TOP & BOT

6" COMPACTED CRUSHED STONE OVER

COMPACTED STRUCTURAL FILL TO

FROST DEPTH OF 5'-0" OR BEDROCK,

ALL EMBEDDED STEEL TO BE

HOT DIPPED GALVANIZED

2 REVISIONS 06.19.2026

5' -0

M

IN

1' -0

3" T Y

P

3'-0"

CONC SOG PER

PLAN

CFS STUDS

5/8" DIA x 10 AB OR 5/8"

DIAMETER HILTI HUS EZ W/

3" MIN EMBED @ 32"oc UNO

PLYWOOD SHTG

#4 x @ 12"oc

8" CONC WALL W/ #5

VERT @ 12"oc & #5 HORIZ @ 24"oc TYP

(4) #4 x CONT W/ #4 x 2'-6" TRANS @ 18"oc

STD HOOK TYP PLACE FOOTING OF

6" CRUSHED STONE

DRAIN PER

GEOTECH REPORT

FINISH GRADE

BRICK VENEER, TIES

PER STRUCT NOTES

1-6

1-

600T150-68 x CONT

5' -0

M

IN

1' -0

3" T Y

P

SIZE & REINF PER PLAN

11 1/2"

6"

1" T Y

P

1 1/2"

TYP

9"

CONC SOG PER PLAN

CFS STUDS

PLYWOOD SHTG

20" SQ CONC PILASTER

W/ (8) #5 VERTS x REQD & #3 TIES @ 10"oc, DBL

TIES AT TOP

FDN WALL BEYOND,

RUN HORIZ REINF

THRU FTG & PILASTER

PLACE FOOTING OF

6" CRUSHED STONE

DRAIN PER

GEOTECH REPORT

FINISH GRADE

BRICK VENEER, TIES

PER STRUCT NOTES

CONC, CMU WALLS

& FTG, SEE

1/MCR-SD-100

GR

1-1/2" N.S. GROUT

PL 3/4" W/ (4) 5/8" DIA x

12" ANCHOR BOLTS

HSS COL PER PLAN

1/4

5/8" DIA x 10 AB OR 5/8"

DIAMETER HILTI HUS EZ W/

3" MIN EMBED @ 32"oc UNO

5' -0

M

IN

1' -0

3" T Y

P

3'-0"

CONC SOG PER

PLAN

#4 x @ 12"oc

8" CONC WALL W/ #5

VERT @ 12"oc & #5 HORIZ @ 24"oc TYP

(4) #4 x CONT W/ #4 x 2'-6" TRANS @ 18"oc

STD HOOK TYP PLACE FOOTING OF

6" CRUSHED STONE

DRAIN PER

GEOTECH REPORT

FINISH GRADE

1-6

1-

5' -0

M

IN

1/

2" C

LR

3" C

LR

2 1/2"

CLR

2 1/2"

CLR

1'-0"

1'-0"

1' -0

3'-0"

SEE ARCH

FOR SLEEVE

AND

GUARDRAIL

12" THICK CONC WALL

W/ #5 @ 12"oc EA WAY

EA FACE, DBL HORIZ

AT TOP OF WALL

SIDEWALK

#5 x @ 12"oc

FOOTING DRAIN

CONC FTG

6" THICK IMPORTED

CRUSHED STONE

0-10

#5 x 2'-6"

TOP & BOT

@ 12"oc

(4) #5 x

CONT TOP &

BOT EQ

SPACED

SEE ARCH

5' -0

M

IN

2" C

LR

3" C

LR

2 1/2"

CLR

2 1/2"

CLR

1'-6"

1' -3

4'-6"

18" THICK CONC WALL

W/ #6 @ 12"oc EA WAY

EA FACE, DBL HORIZ

AT TOP OF WALL

CONC RAMP

#5 x @ 12"oc

CONC FTG

0-10

#6 x 4'-0"

TOP & BOT

@ 12"oc

(5) #6 x

CONT TOP &

BOT EQ

SPACED

SEE ARCH

SIDEWALK

2"

1' -0

3'-0"

1 1/2" 9" 3"

3" 3"

5' -0

M

IN

CONC SOG PER PLAN

BRICK VENEER OR

ARCHITECTURAL

PRECAST CONCRETE

PANEL, SEE STRUCT

NOTES FOR TIES

EXT SOG

DRAIN PER

GEOTECH

REPORT

CONC & CMU WALLS,

SEE 1/MCR-SD-100

#4 x @ 12"oc

1-6

1-

(4) #4 x CONT LONGIT W/ #4 x 2'-6" TRANS @ 24"oc

PLACE FOOTING ON 6" CRUSHED STONE

PL 1/2"x6" x 1'-0" W/ (2) 3/4" DIA x 6" WHS @ 9"oc, OFFSET PL AT

DOOR JAMBS

HSS POST PER PLAN

3/16

3/16

AT CORNERS: PL

1/2" x AS SHOWN W/ (3) 3/4" DIA x 6" WHS @ 9"oc

EW

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)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

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A

M

MCR-SD-101

FOUNDATION DETAILS

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

ATWMH, JKFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

1" = 1'-0"MCR-SD-101

1 SECTION

1" = 1'-0"MCR-SD-101

2 SECTION

1" = 1'-0"MCR-SD-101

3 SECTION

3/4" = 1'-0"MCR-SD-101

4 SECTION

3/4" = 1'-0"MCR-SD-101

5 SECTION

1" = 1'-0"MCR-SD-101

6 SECTION

# Revisions Description Date

1 MSE WALL REVISIONS 02.16.2026

2 REVISIONS 06.19.2026

2 2

2'-0"

MIN

0+00 0+25 0+50 0+75

1+00 1+25 1+50 1+75

2+00 2+25 2+50 2+75

3+00 3+25 3+50

3+73

0+00 0+25 0+50 0+75

1+00 1+25 1+50 1+75

2+00 2+25 2+50 2+75

3+00 3+25 3+50

3+73

E

LE

V A

T

IO

N

E

LE

V A

T

IO

N

E

LE

V A

T

IO

N

E

LE

V A

T

IO

N

SOIL AT FRONT

OF WALL

SOIL AT BACK

OF WALL

SOIL AT FRONT

OF WALL

SOIL AT BACK

OF WALL

LOWER WALL

UPPER WALL

6" STEPS WHERE

SHOWN TYP

BOTTOM OF

LEVELING PAD

6" STEPS WHERE

SHOWN TYP

BOTTOM OF

LEVELING PAD

UPPER WALL

NOT SHOWN

FOR CLAIRTY

PROVIDE REDI-ROCK

R-28HB BLOCKS AS

REQUIRED AT BASE

STEPS

STEP LEVELING PAD AT

WALL END TO MAINTAIN

MIN 1'-0" DEPTH W/ 2'-0"

OVERRUN TYPICAL

3+00

4+93

4+50

0+00

1+00 2+00

2+47

0+50 1+50

0+00

0+00

1+00

0+50

0+21

29+00

28+50

0+

+0

+3

0+

1+

2+00

3+

1+50

2+50

3+50

0+

1+00

2+00

1+50

PI: 0+77.42

EP: 2+10.90

S TA 0

+00.0

DESI GN SPE ED =

mi/h

T

MCR-SD-103

MCR-SD-103

MCR-SD-103

MCR-SD-103

MCR-SD-103

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)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

C K

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A

M

MCR-SD-102

RETAINING WALL PLAN &

ELEVATIONGDM 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

ATWDA, AH, RMFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

1" = 10'-0"MCR-SD-102

2 RETAINING WALL ELEVATIONS

1/16" = 1'-0"MCR-SD-102

1 RETAINING WALL PLAN

# Revisions Description Date

1 MSE WALL REVISIONS 02.16.2026

GEOGRID LENGTH

GEOGRID TYPE

12" WIDE GEOGRID STRIP CONT

THRU BLOCK, SEE DTL

1/MCR-SD-104 FOR MORE INFO

BLOCK TYPE

6" 1'-6"

BLOCK WIDTH + D + 2'-0"

D E

P T

H

D

S E

E S

C H

E D

GEOGRID

REINFORCEMENT

DRAIN ROCK

REDI-ROCK

WALL

LEVELING PAD

MATERIAL TO BE

MAINE DOT 703.12

CRUSHED STONE

MIRAFI BXG120 BIAXIAL GEOGRID

CNTRD IN LEVELING PAD

6" DIA PERFORATED DRAIN

PIPE WRAPPED IN

GEOTEXTILE FABRIC

DRAIN ROCK

HEIGHT (H) LENGTH (L) DEPTH (D)

13'-0" 11'-0" 1'-6"

RETAINING WALL DIMENSIONS

10'-0" 9'-0" 1'-0"

7'-0" 7'-6" 1'-0"

≤ 4'-0" 5'-6" 1'-0"

16'-0" 13'-0" 1'-6"

NOTE - SEE DETAIL 5/MSC-SD-103 FOR

WALLS WITH HEIGHTS 13'-0” < H ≤ 16'-0”

5' -0

D E

P T

H

D

S E

E S

C H

E D

LENGTH (L) PER SCHEDULE

S

IN

G

LE

W A

LL

H

E

IG

H T

H

P

E R

W A

LL

E

LE

V

A T

IO

N

3'

-0

M A

X

STRUCTURAL FILL ZONE

1.25L

100 PSF SURCHARGE

REDI-ROCK CAP BLOCK TYPICAL

AT TOP OF RETAINING WALL

MIRAGRID 8XT TYP

MAX

R-28PCB

R-28PCTREDI-ROCK R-28PCM BLOCK

UNO, SEE A/MCR-SD-103 AND

SHEET MCR-SD-104 FOR MORE

INFORMATION REGARDING

REDI-ROCK BLOCKS AND

GEOGRID PLACEMENT

18" OF DRAINAGE ROCK

BEHIND WALL MINIMUM

100 PSF SURCHARGE

IMPORTED GRAVEL STRUCTURAL

BACKFILL TO EXISTING GRADE,

OR MOISTURE CONDITION

ON-SITE SOIL OUTSIDE OF

STRUCTURAL FILL ZONE

LAYBACK

SUBGRADE

SLOPE

MIRAGRID 10XT TYP

LEVELING PAD AND DRAIN PIPE

PER 3/MCR-SD-103

IMPORTED GRAVEL STRUCTURAL

FILL IN THE REINFORCED ZONE TO

EXISTING GRADE OVER GEOGRID

D E

P T

H

D

S E

E S

C H

E D

5' -0

LENGTH (L) PER SCHEDULE

U P

P E

R W

A

LL

H E

IG

H

T

H

6'

-0

STRUCTURAL FILL ZONE

1.25L

100 PSF SURCHARGE

MIRAGRID 8XT TYP

MAX

R-28PCB

R-28PCT

REDI-ROCK R-28PCM BLOCK

UNO, SEE A/MCR-SD-103 AND

SHEET MCR-SD-104 FOR MORE

INFORMATION REGARDING

REDI-ROCK BLOCKS AND

GEOGRID PLACEMENT

18" OF DRAINAGE ROCK

BEHIND WALL MINIMUM

100 PSF SURCHARGE

IMPORTED GRAVEL STRUCTURAL

BACKFILL TO EXISTING GRADE,

OR MOISTURE CONDITION

ON-SITE SOIL OUTSIDE OF

STRUCTURAL FILL ZONE

LAYBACK SUBGRADE SLOPE,

CONTRACTOR RESPONSIBLE FOR ANY

TEMPORARY SHORING REQUIRED

MIRAGRID 10XT TYP

LEVELING PAD AND DRAIN PIPE

PER 3/MCR-SD-103

IMPORTED GRAVEL STRUCTURAL

FILL IN THE REINFORCED ZONE TO

EXISTING GRADE OVER GEOGRID51

MAX

15'-0"

5' -0

16'-0"

17'-0"

'-0

D E

P T

H

D

S E

E S

C H

E D

8'-0"

5' -0

LENGTH (L) PER SCHEDULE

U P

P E

R W

A

LL

H E

IG

H

T

H ) P

E R

W A

LL

E

LE

V

A T

IO

N

3'

-0

M A

X

PER PLAN (12'-0" MIN)

10'-0" 12'-0"

STRUCTURAL FILL ZONE

1.25L

LEVELING PAD AND

DRAIN PIPE PER

3/MCR-SD-103 W/ D=2'-0"

R-41PCB

R-41PCM

R-41PCM

R-41PCM

R-41PCM

R-41PCM

MIRAGRID 20XT TYP

R-41PCM

R-41PCM

R-41PCM

100 PSF SURCHARGE

5° BATTER ANGLE TYP

(1-5/8" SETBACK)

NO GEOGRID REINF AT

LOCATIONS THAT

CROSS UPPER WALL

LEVELING PAD

REDI-ROCK CAP BLOCK

TYPICAL AT TOP OF

RETAINING WALL

18" OF DRAINAGE ROCK

BEHIND WALL MINIMUM

MIRAGRID 24XT

MIRAGRID 24XT

MIRAGRID 24XT

100 PSF SURCHARGE

MAX

MIRAGRID 8XT TYP

MAX

R-28PCB

R-28PCT

R-28PCT

REDI-ROCK R-28PCM BLOCK

UNO, SEE A/MCR-SD-103 AND

SHEET MCR-SD-104 FOR MORE

INFORMATION REGARDING

REDI-ROCK BLOCKS AND

GEOGRID PLACEMENT

18" OF DRAINAGE ROCK

BEHIND WALL MINIMUM

100 PSF SURCHARGE 250 PSF SURCHARGE AT ROAD

IMPORTED GRAVEL STRUCTURAL

BACKFILL TO EXISTING GRADE,

OR MOISTURE CONDITION

ON-SITE SOIL OUTSIDE OF

STRUCTURAL FILL ZONE

LAYBACK SUBGRADE

SLOPE, CONTRACTOR

RESPONSIBLE FOR

ANY TEMPORARY

SHORING REQUIRED

MIRAGRID 10XT TYP

LEVELING PAD AND DRAIN PIPE

PER 3/MCR-SD-103

IMPORTED GRAVEL STRUCTURAL

FILL IN THE REINFORCED ZONE TO

EXISTING GRADE OVER GEOGRID

MIRAGRID 8XT

MIRAGRID 8XT

REDI-ROCK MSE WALL NOTES

1. REDI-ROCK UNITS

A. 28-DAY COMPRESSION STRENGTH OF AT LEAST 4,000 PSI

B. REDI-ROCK UNIT SIZE PER DRAWINGS

C. REDI-ROCK BLOCK ARCHITECTURAL FINISH GRADE: LIMESTONE

D. REDI-ROCK COLOR: COLOR SELECTION BY VA

E. FREE OF CRACKS AND OTHER DEFECTS

2. DRAINAGE MATERIAL: DRAINAGE FILL MATERIAL TO BE FREE DRAINING, ALL-WEATHER, COURSE-GRAINED MATERIAL TO CONFORM TO STONE FOR

FRENCH DRAIN 703.24 MAINE DEPARTMENT OF TRANSPORTATION SPECIFICATION.

3. DRAINAGE SHAFT: VERTICAL DRAINAGE CHIMNEY TO BE AT LEAST 18-INCHES IN WIDTH BEHIND BACK OF WALL. GEOTEXTILE FILTER FABRIC TO

SEPARATE THE DRAINAGE CHIMNEY FROM THE IMPORTED STRUCTURAL BACKFILL

4. DRAINAGE COLLECTOR PIPE: PERFORATED PVC OR CORRUGATE HDPE PIPE PER ASTM D3034 INSTALLED AT BASE OF THE WALL. MINIMUM 1.5%

GRADIENT SLOPE ON PERFORATED DRAINAGE PIPE.

5. IMPORTED STRUCTURAL BACKFILL MATERIAL: TO BE PROVIDED AT HORIZONTAL GEOGRID SOIL REINFORCED ZONE AT MSE WALLS TO CONFORM TO

GRAVEL BORROW SECTION 703.20 MAINE DEPARTMENT OF TRANSPORTATION SPECIFICATION. IMPORTED STRUCTURAL BACKFILL MATERIAL TO BE

GRANULAR.

6. GEOTEXTILE/GEOGRID

A. GEOTEXTILE FILTER FABRIC: MINIMUM 4 OUNCE/ CUBIC YARD POLYPROPYLENE NON-WOVEN GEOTEXTILE WITH GRAB TENSILE STRENGTH OF

100 POUND PER FOOT PER ASTM D4632 AND WATER FLOW RATE OF 120 GALLON PER SQUARE FEET PER ASTM D4491

B. GEOGRID REINFORCEMENT BEHIND MSE WALL: MIRAGRID XT MANUFACTURED BY TENCATE GEOSYNTHETICS AMERICAS, A SOLMAX COMPANY

OF PENDERGRASS GEORGIA

• MINIMUM AVERAGE ROLL ULTIMATE TENSILE STRENGTH PER ASTM D6637

a. MIRAGRID 8XT 7,600 POUNDS PER FOOT

b. MIRAGRID 10XT 10,200 POUNDS PER FOOT

c. MIRAGRID 20XT 16,000 POUNDS PER FOOT

d. MIRAGRID 24XT 28,000 POUNDS PER FOOT

• LONG TERM DESIGN STRENGTH IN GRANULAR GRAVEL FILL

a. MIRAGRID 8XT 3,671 POUNDS PER FOOT

b. MIRAGRID 10XT 4,928 POUNDS PER FOOT

c. MIRAGRID 20XT 7,728 POUNDS PER FOOT

d. MIRAGRID 24XT 13,523 POUNDS PER FOOT

C. GEOGRID REINFORCEMENT UNDER BOTTOM OF REDI-ROCK INCASED IN GRAVEL BASE COURSE: BIAXIAL GEOGRID FOR BASE COURSE

REINFORCEMENT. MIRAFI BXG120 MANUFACTURED BY TENCATE GEOSYNTHETICS AMERICAS, A SOLMAX COMPANY OF PENDERGRASS GEORGIA

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)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

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MCR-SD-103

RETAINING WALL DETAILS

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

ATWDA, AH, RMFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

3/4" = 1'-0"MCR-SD-103

A TYP BLOCK SECTION

1/2" = 1'-0"MCR-SD-103

3 LEVELING PAD SECTION

12" = 1'-0"MCR-SD-103

4 RETAINING WALL DIMENSIONS

1/2" = 1'-0"MCR-SD-103

2 SECTION

1/2" = 1'-0"MCR-SD-103

5 SECTION

1/2" = 1'-0"MCR-SD-103

1 SECTION

# Revisions Description Date

1 MSE WALL REVISIONS 02.16.2026

POSITIVE CONNECTION (PC) DETAILS

3D VIEW OF BACK OF BLOCKS

SECTION VIEW THROUGH BLOCKS

NON-WOVEN

GEOTEXTILE FABRIC (IF

SPECIFIED)

FILL SLOT AND WEDGE BETWEEN

BLOCKS WITH STONE

12" WIDE STRIP OF

GEOGRID

DRAINAGE ROCK TO EXTEND AT

LEAST 18" BEHIND BLOCKS

(LOWER BLOCK)

(UPPER BLOCK)

GEOGRID STRIP WRAPS THROUGH

BLOCK AND EXTENDS FULL LENGTH (L)

INTO REINFORCED FILL ZONE (TYPICAL)

PLACE GEOGRID FLUSH WITH CONCRETE

SURFACE BEFORE BACKFILLING WITH STONE

GEOGRID LAYOUT FOR 90° OUTSIDE CORNERL

(PRINCIPLE REINFORCEMENT

DIRECTION)

L (P

R

IN

C

IP

L E

R E

IN

F

O R

C E

M E

N T

D

IR

E C

T

IO

N

GEOGRID STRIPS

(FOR BLOCKS ON

CURRENT LAYER)

GEOGRID STRIPS MAY BE OVERLAPPED DIRECTLY

REINFORCEMENT EFFECTIVE UNIT PERIMETER FOR

PULLOUT CALCULATIONS, C = 1.5

(1 SIDE FULL CONTACT WITH SOIL, 1 SIDE 50%

CONTACT WITH SOIL)

GEOGRID STRIPS

(FOR BLOCKS ONE

LAYER DOWN)

GEOGRID STRIPS ARE NOT CONNECTED TO FREESTANDING CORNER BLOCK. INTERFACE

SHEAR TRANSFER BETWEEN PC AND CORNER BLOCKS SECURE CORNER BLOCK IN

PLACE.

REINFORCEMENTCOVERAGE = 25% AT CORNER BLOCK.

3" OF SOIL REQUIRED

BETWEEN OVERLAPPING

REINFORCEMENT

L

PRINCIPLE

REINFORCEMENT DIRECTION

L

P R

IN

C

IP

L

E

R E

IN

F

O R

C E

M E

N T

D

IR

E C

T

IO

N

R

AD

IU

S

GEOGRID STRIPS

SERPENTINE CURVES AND

90° RADIUS CORNER

L

PRINCIPLE

REINFORCEMENT DIRECTION

SERPENTINE CURVES AND 90° RADIUS CORNER

GEOGRID STRIPS

3" OF SOIL REQUIRED

BETWEEN OVERLAPPING

REINFORCEMENT

PLACE 18" HIGH PIECE OF

NON-WOVEN GEOTEXTILE FABRIC

IN JOINT BETWEEN BLOCKS (TYP.)

ENLARGED JOINT DETAIL

PLACE STONE IN JOINT

BETWEEN BLOCKS

MINIMUM RADIUS FOR BOTTOM ROW

24"

DISTANCE BETWEEN BLOCKS

(IN CHART)

41" OR 28" PC BLOCKS

(41" SHOWN)

NUMBER OF

COURSES

HEIGHT OF

BLOCKS

RADIUS FROM

FACE OF BLOCK

DISTANCE BETWEEN

BLOCKS PER SKETCH

1'-6" 14'-6" 0.13"

3'-0" 14'-8" 0.21"

3 4'-6" 14'-10" 0.28"

4 6'-0" 15'-0" 0.36"

5 7'-6" 15'-2" 0.43"

6 9'-0" 15'-4" 0.50"

7 10'-6" 15'-6" 0.57"

8 12'-0" 15'-8" 0.63"

9 13'-6" 15'-10" 0.70"

10 15'-0" 16'-0" 0.76"

11 16'-6" 16'-2" 0.83"

12 18'-0" 16'-4" 0.88"

13 19'-6" 16'-6" 0.95"

14 21'-0" 16'-8" 1.01"

TOP VIEW

BACK VIEW

PLACE 18" HIGH PIECE OF

NON-WOVEN GEOTEXTILE

FABRIC IN JOINT BETWEEN

BLOCKS (TYP.) PLACE STONE IN JOINT

BETWEEN BLOCKS

LEGEND:

GEOGRID STRIP REINFORCEMENT

AROUND BLOCK ONE LAYER DOWN:

GEOGRID STRIP REINFORCEMENT

AROUND BLOCK ON CURRENT LAYER:

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)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

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MCR-SD-104

RETAINING WALL DETAILS

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

ATWDA, AH, RMFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

3/8" = 1'-0"MCR-SD-104

1 MSE / POSITIVE CONNECTION DETAILS

1 : 72MCR-SD-104

2 90 DEGREE OUTSIDE CORNER GEOGRID LAYOUT

3/8" = 1'-0"MCR-SD-104

3 GEOGRID PLACEMENT ON CONCAVE CORNERS

1/8" = 1'-0"MCR-SD-104

4 GEOGRID PLACEMENT ON CONVEX CORNERS

3/8" = 1'-0"MCR-SD-104

5 MINIMUM RADIUS FOR BOTTOM ROW

# Revisions Description Date

1 MSE WALL REVISIONS 02.16.2026

2"

ROOF JOIST

PER PLAN

WF BEAM

PER PLAN

L6x4x3/8 (LLH) W/ #12 SCREWS AT 6"oc IN 2-1/2"

VERT SLOTTED HOLE

WALL FRAMING PER PLAN

SIMPSON SCB BYPASS

CLIP AT EA STUD TYP

GALV 3/8" BENT PL x CONT x

ROW OF #12 MTL SCREWS @

6"oc TO BLKG, (2) ADDL #12 MTL SCREWS @ 2"oc TO EA STUD, PRE-DRILL BENT PL LEG

PEF

CAST STONE PER ARCH,

TIES CONNECTED TO MTL

STUDS BY SUPPLIER

SHTG PER SW SCHED

600S250-54 BLKG

BRICK VENEER

PER ARCH

METAL DECK

PER PLAN

2-1/2"

SEAT HT

3/16 2-12

8"

8"

PRE-CAST CONC CAP.

REINF AND ATTACHMENT

BY SUPPLIER

600S250-68 MTL STUD BLKG

W/ 12GA CLIPS EA END, (3)

1/4" DIA SELF TAPPING

SCREWS TO BLKG AND STUD

2-12

HSS3-1/2x2-1/2x1/4 x CONT

BLOCKING BETWEEN JOISTS

2-12

600T150-68 x CONT

2-12

ROOF JOIST

PER PLAN

WF BEAM PER PLAN

WALL FRAMING PER PLAN

SIMPSON SCB BYPASS

CLIP AT EA STUD TYP

PEF

SHTG PER SW SCHED

600S250-54 BLKG

BRICK VENEER

PER ARCH

HSS3-1/2x2-1/2x1/4

METAL DECK

PER PLAN

1/4 4-12

2-12

2-12

CAST STONE PER ARCH,

TIES CONNECTED TO MTL

STUDS BY SUPPLIER

PRE-CAST CONC CAP,

REINF AND ATTACHMENT

BY SUPPLIER

GALV 3/8" BENT PL x CONT x

ROW OF #12 MTL SCREWS @

6"oc TO BLKG, (2) ADDL #12 MTL SCREWS @ 2"oc TO EA STUD, PRE-DRILL BENT PL LEG

8"

8"

600S250-68 MTL STUD BLKG

W/ 12GA CLIPS EA END, (3)

1/4" DIA SELF TAPPING

SCREWS TO BLKG AND STUD

L6x4x3/8 W/ #12 SCREWS AT 6"oc

IN 2-1/2" VERT SLOTTED HOLE

600T150-68 x CONT

2"

4"

WF BEAM PER PLAN

L6x4x3/8 x CONT

WALL FRAMING PER PLAN

SIMPSON SCB BYPASS

CLIP AT EA STUD

PEF

SHTG PER SW SCHED600S250-54 BLKG

GALV L5x5x3/8

LOOSE LINTEL

HSS PER

PLAN

2-1/2" METAL

STUDS @ 16"oc

METAL DECK

PER PLAN

BRICK VENEER

PER ARCH

CAST STONE PER ARCH,

TIES CONNECTED TO MTL

STUDS BY SUPPLIER

ROOF JOIST

PER PLAN

HSS3-1/2x2-1/2x1/4

600S250-68 MTL STUD BLKG

W/ 12GA CLIPS EA END, (3)

1/4" DIA SELF TAPPING

SCREWS TO BLKG AND STUD

GALV 3/8" BENT PL x CONT x

ROW OF #12 MTL SCREWS @

6"oc TO BLKG, (2) ADDL #12 MTL SCREWS @ 2"oc TO EA STUD, PRE-DRILL BENT PL LEG

8"

8"

GALV PL 1/2" x REQD @ 24"oc AND AT EA END

3/16

3/16

3/16

3/16

1/2" GAP BTWN

JOIST ENDS

WELD DECK TO BENT PL

PER STR. NOTES

2-1/2" SEAT

HT, TYP

JST TO BM

1-1/2 MIN3/16

BEND METAL DECK

OVER ROOF RIDGE

WF BEAM PER

PLAN

1-1/2 MIN3/16

1-12

1-12

BLKG TO BM

BENT PL 3/16"x x CONT W/

NOTCH AT EA JST BRG PL

5"

R E

Q D

3/16

3/16

3" DIA STD

PIPE

SPANNING

BTWN. JOISTS

4" DIA PIPE

RESTRICT PIPE

FROM SLIDING OR

PERPENDICULAR TO

JOISTS

JOIST

NOTE: 4" DIA

PIPE

MAX

IF 4" OR LESS

L3x3 NOT REQD

IF 4" OR LESS

L3x3 NOT REQD

3/16

TYP

L3x3x3/16 EA SIDE

OF CONCENTRATED

LOAD

LOCATION OF

CONCENTRATED

LOAD

LOCATION OF

CONCENTRATED

LOAD

JOIST PANEL POINT

JOIST PANEL POINT

NOTES:

1. L3x3 REINFORCING IS NOT REQUIRED FOR CONCENTRATED LOADS LESS THAN

100 POUNDS.

2. INSTALL L3x3 REINFORCING PRIOR TO APPLYING CONCENTRATED LOADS.

3. WELDS OF REINFORCING TO JOIST CHORDS SHOULD BE APPLIED PARALLEL TO

CHORDS.

1/2"

MAX

3/16

3/16 2

3/16 2

3/16 2

3/16 2

1.0 FACTOR:

DL = 90#

LL = 180#

ORIENT BASE PL TO BE SUPPORTED BY MINIMUM

OF (2) DECK FLUTES, FASTEN TO MTL DECK W/ MIN

(4) #12 MTL SCREWS, PRE-DRILL STEEL PL

ROOF JOISTS PER PLAN,

WEB PANELING PER

8/MCR-SD-200 AT BLKG

HSS3x3x1/4 BLKG CNTRD UNDER

ROOF LADDER BASE PL,

CONTRACTOR TO COORDINATE

BLKG LOCATION W/ ARCHITECT

ROOF LADDER AND

BASE PL PER ARCH

MTL ROOF DECKING

PER PLAN

L3x3x1/4 x 0'-4"

B

600S162-43 @ 16"oc TYP

68mil TRACK W/ (2) #10

STSM SCREWS @ 6"oc

SIMPSON SCB BYPASS CLIP AT EA STUD

GALV HSS4x4x1/4, TACK WELD IN DECK

BRICK VENEER

PER ARCH

L6x4x3/8 (LLH) W/ #12

SCREW @ 6"oc IN 2-1/2"

VERT SLOTTED HOLE

3/16 1.5-12

3/16 1.5-12

L3x3x1/4 x CONT

EA SIDE

3/16 1.5-12

3/16 1.5-12

3/16

3/16

JOIST SUPPLIER TO ALIGN

TOP CHORD PANEL POINT

UNDER BRICK VENEER

SUPPORT LINE

BENT PL 3/16x x CONT

LAP 2" ONTO TOP CHORD

3"

NOTE - JOIST SUPPLIER TO

DESIGN JOISTS FOR

ADDITIONAL UNFACTORED

WALL DEAD LOADS SHOWN,

MEETING AN L/600 TOTAL

LOAD DEFLECTION

DL=320 PLF

DL=80 PLF

2-12

2-12

HSS3-1/2x2-1/2x1/4 x CONT

PRE-CAST CONC CAP,

REINF AND ATTACHMENT

BY SUPPLIER

600T150-68 x CONT

600S250-68 MTL STUD

BLKG W/ 12GA CLIPS EA

END, (3) 1/4" DIA SELF

TAPPING SCREWS TO

BLKG AND STUD

PEF

1/2" PLYWOOD SHEARWALL

W/ #10 SCREW @ 6"oc PANEL

EDGES AND 12"oc FIELD, BLOCK ALL PANEL EDGES

SIMPSON SCB BYPASS CLIP AT EA STUD

WF BEAM PER PLAN

WF BEAM PER PLAN

OPEN WEB JOIST, SEE PLAN

FOR ORIENTATION

METAL ROOF

DECK PER PLAN

METAL ROOF

DECK PER PLAN

OPEN WEB JOIST

L2-1/2x2-1/2x3/16

BRICK VENEER

PER ARCH

68mil TRACK W/ (2) #10

STSM SCREWS @ 6"oc

3/16 2-12

3/16 2-12

PROVIDE ADDITIONAL ROOF JOIST

DIRECTLY UNDER BRICK VENEER

GALV PL1/2"x4" x 0'-8"

AT EACH HSS3x3

GALV HSS3x3x3/16 x

0'-4" @ 48"oc

GALV HSS4x4x3/16 x CONT NOTE - JOIST SUPPLIER TO

DESIGN JOISTS FOR

ADDITIONAL UNFACTORED

WALL DEAD LOAD SHOWN

3/16

3/16

3/16

DL=400 PLF

1'-8 1/2"

L6x4x3/8 (LLH) W/ #12

SCREW @ 6"oc IN 2-1/2"

VERT SLOTTED HOLE

PRE-CAST CONC CAP,

REINF AND ATTACHMENT

BY SUPPLIER

600T150-68 x CONT

600S250-68 MTL STUD

BLKG W/ 12GA CLIPS EA

END, (3) 1/4" DIA SELF

TAPPING SCREWS TO

BLKG AND STUD

1/2" PLYWOOD SHEARWALL

W/ #10 SCREW @ 6"oc PANEL

EDGES AND 12"oc FIELD, BLOCK ALL PANEL EDGES

PEF

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)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

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MCR-SD-200

ROOF FRAMING DETAILS

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

ATWMH, JKFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

1" = 1'-0"MCR-SD-200

1 SECTION

1" = 1'-0"MCR-SD-200

2 SECTION

1" = 1'-0"MCR-SD-200

3 SECTION

3/4" = 1'-0"MCR-SD-200

4 SECTION

1" = 1'-0"MCR-SD-200

5 SECTION

3/4" = 1'-0"MCR-SD-200

6 SECTION

1" = 1'-0"MCR-SD-200

7 SECTION

1" = 1'-0"MCR-SD-200

8 SECTION

1" = 1'-0"MCR-SD-200

9 SECTION

# Revisions Description Date

2 REVISIONS 06.19.2026

1/2"

1/

2" 3"

1 1/2" AT STANDARD HOLES

MIN

1 3/4" AT SLOTTED HOLES

SINGLE ROW OF BOLTS SHEAR CONNECTION

ONLY. A325-SC ARE NOT ACCEPTABLE SUBSTITUTION

ALL A325 BOLTS ARE TO BE SNUG TIGHTENED1.

NOTES:

2. BOLT HOLES IN BEAM & SHEAR PL TO BE STD HOLES

1/16" GREATER THAN BOLT DIAMETER. SHEAR PL

U.N.O. NO A325-TC BOLTS

CONTRACTORS OPTION, U.N.O.

BOLT HOLES MAY BE HORIZ SHORT SLOTTED AT

3.

WF OR C

4. USE HORIZ SHORT SLOTTED HOLES IN SHEAR PL.

SHEAR PLATE TO BE A36 STEEL.

5. WHERE A325-SC BOLTS SPECIFIED, USE ONLY STD

HOLES. (HORIZ SHORT SLOTTED NOT ALLOWED)

FACE OF

COLUMN,

EMBED PL OR

BEAM WEB

3"

MAX

1 1/2"

MIN

"a"

6 - 7/8"DIA

3/810 - 7/8"DIAW36

3/89 - 7/8"DIA1/2"W33

8 - 7/8"DIAW30

7 - 7/8"DIAW27

W24

5 - 7/8"DIAW21

4 - 7/8"DIA

W18 W16

3 - 7/8"DIA 3/8"

W14 /C12

W12

W8 /C8

W10 /C10

SIZE

2 - 7/8"DIA

WELD "a"PL THICKNESS

BEAM

3/8"

1/2"

3/8"

1/2"

1/2"

1/2"

1/2"

REMARKS

SEE NOTE #4

SEE NOTE #4

SEE NOTE #4

SEE NOTE #4

3/8

3/8

3/8

3/8

BOLTS

A325-"N"

"a"

1"

1/

2" 'k

GIRDER

MAX

BEAM

SINGLE PL SHEAR

CONNECTION, SEE

SCHEDULE 1/MCR-SD-201

COPE FLANGE

AS REQD

BEAM BOTH

SIDES WHERE

OCCURS

'k

'k ' O

F G

IR

D

E R

GIRDER SINGLE PL SHEAR

CONNECTION, SEE

SCHEDULE 1/MCR-SD-201

BEAM

NOTES:

1. SIMILAR CONDITIONS APPLY FOR BEAMS ON BOTH

SIDES OF GIRDER.

2. BEAM MAY BE EQUAL OR GREATER DEPTH THAN

GIRDER.

1/

2"

2"

"H

"T " "H

BEAM TO TUBE COLUMN

FOR H < 4"

FOR H > 4"

@ SKEW CONDITION

USE 1/2" PLUSE 1/2" PLATE

@ SKEW CONDITION

5/16

5/16(5/8t)

5/16

PL 3/8x(H+1)

PER SCH.

5/16

PER SCH

PL 3/8x(H-1), OR

PL 3/8x(H-1 1/2) FOR t > 3/8

1 1/2"1/2"

CLR

3" TYP

1 1/2" TYP

BEAM

CONNECTING

5/165/16

1/2" TOP PL AT

TOP OF COLUMN

BUILT-UP PL TEE W/ STANDARD OR

SHORT SLOTTED HOLES FOR 7/8"

DIA A325N BOLTS. SEE SCHED

7/MCR-SD-201 FOR QUANTITY OF

BOLTS

CONTRACTORS OPTION -

MAY KERF PLATE THROUGH

COLUMN W/ 1/2" FILLET WELD

EACH SIDE OF

PLATE

NOTE:

W.F. OR OPEN WEB JOIST

L4x4x1/4

JOIST

L4x4x1/4 BEAM OR JOIST

TYP @ ALL ROOF OPENINGS U.N.O.

MTL DECK

ANGLE & BEAR ON

COPE VERT LEG OF

3/16

3/16

3/16

8"7'

AT END OF ANGLE

MIN BRG REQDANGLE SIZE

OF OPNG

MAX WIDTH

ALL LINTEL SIZES TO BE HOT DIPPED GALVANIZED

LINTEL ANGLE, SEE

SCHEDULE BELOW, TRIM

HORIZ LEG AS REQD

CFS FRAMING

VENEER

L5x5x1/2

LINTEL SCHEDULE

8"5' L5x5x3/8

GROUT

MAX WIDTH OF WALL OPENING

NOTES:

LGS WALL OPENING FRAMING SCHEDULE

(5)

METAL TRACK GAGE SHALL BE MIN 43.

MIN 600S162-43 HORIZ STUDS QUANTITES TO MATCH SCHEDULE

HT TRACKS

STUDS W/ 2- FULL

2-FULL HT KING

AND 2-TRACKS

2-HORIZ STUDS

1-TRACK

6'-0"

JAMB

HDR

SILL

3 FULL-HT KING

STUDS W/ 3-

2-HORIZ STUDS

AND 3-TRACKS

FULL-HT TRACKS

1-HORIZ STUD

AND 2 TRACKS

12'-0"

DENOTES MTL STUD TO MATCH WALL STUD PER PLAN

DENOTES MTL TRACK TO MATCH TYP WALL TRACK PER PLAN

ATTACH TRACKS TO STUDS & STUDS TO STUDS

W/ (2) ROWS OF #10x3/4" LONG SCREWS @ 12"oc, SEE

SCHED FOR SCREW LOCATIONS

(1)

(2)

(3)

(1), (2), (3), (4), (5)

(4) ALL OPENINGS REQUIRE (2) TRIMMERS UNDER EA HEADER

(5) USE 600S162-43 HORIZ STUDS, TYP

EXT WALL HEADER: 800S200-68 HORIZ STUDS

8"

TYP. WALL ELEVATION

COPE VERT LEG OF

TOP TRACK AT

JAMB

SEE

7/MCR-SD-201

FOR SIZES &

SECTIONS

18 GA L 1-1/2x1-1/2 x 3" W/

(2) #10 SCREWS EA LEG TYP

COPE VERT LEG

OF SILL AT JAMB

AB @ 32"oc UNO

(2) #10 SCREWS EA SIDE,

COPE FLANGES IN HDR

WALL STUDS

PER PLAN

HEADER

JAMB

SILL

OPENING WIDTH

TRACK W/ (4) #10

SCREWS IN TO HDR

(2) TRIMMERS

1/4

1/4

HSS POST PER PLAN

GALV C9 PER PLAN

PL 3/8" x 6" SQ

1/4

PL TO CHANNEL, 2"

RETURN T&B

WF BEAM, SEE PLAN

METAL DECK

HSS3-1/2x2-1/2x1/4

1/4 2-12

1/4 2-12

PARTIAL SHEET

AT WALL END ONLY

24" MIN

1' -0

M

IN

W H

E R

E R

E Q

D

HORIZ PANEL JOINTS, PROVIDE 3" x 16 GA FLAT STRAPPING x CONTINUOUS, PROVIDE

FULL DEPTH BLOCKING SAME SIZE & GUAGE

AS STUD WALL AT 48"oc

BLKG / STUD

FIELD FASTENING MATCHING

PEF SIZE @ 12"oc UNO

STAGGER PEF AT

PANEL EDGES

TYP WALL FRAMING

PER PLAN

PEF TO SILL TRACK

TRIMMER/KING

STUD(S) AS REQD

NOTES

1. PLYWOOD ORIENTATION MAY BE HORIZ OR VERT

2. PANELS SHALL NOT BE LESS THAN 4' x 8' EXCEPT AT BOUNDARIES & CHANGES IN FRAMING

3. ALL EDGES OF PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBER OR BLOCKING.

4. ALL FASTENERS SHALL BE #10 SCREWS. SEE STRUCTURAL NOTES FOR SCREW REQUIREMENTS .

5. FASTENERS SHALL BE DRIVEN WITH THE HEAD OF THE SCREW FLUSH WITH THE SURFACE OF THE

SHEATHING.

6. FASTENERS SHALL BE LOCATED AT LEAST 3/8" FROM PANEL EDGES.

SHEARWALL SHEATHING

SHEET PER

PLAN

EDGE AND

BOUNDARY NAILING

PER PLAN NOTES

5/8" DIA SAB W/ 7" MIN

EMBED OR 5/8" DIA

HILTI HUS EZ EMBED

3" MIN @ 32"oc UNO

1/2"

GAP

3/16 2-12

3/16 2-12

GALV C9

PER PLAN

GLAV L4x4x1/4 x CONT

METAL DECK PER PLAN

BRICK VENEER,

SEE STRUCT

NOTE FOR TIES

600S STUDS SEE 9/MCR-SD-201

FOR COL CONN

BEYOND

ANGLE PER PLAN BEYOND

TYP

TYP

1/4

1/2"

GAP

METAL DECK PER PLAN

BRICK VENEER, SEE

STRUCT NOTE FOR TIES

HSS COL PER PLAN

ANGLE PER PLAN

L5x5x5/16 EA SIDE OF COL W/ 1/2" DIA

BOLT IN 2" VERT SLOTTED HOLE

WF BEAM

PER PLAN

3/16 2

3" 3"

2 1/2"

6"

3/16

3/16

3/16

3/16

1-18

1-18

3" METAL DECK

HSS5x5

VENEER

WF BEAM

PL 1/4"x6" x REQD EA SIDE W/

3" VERT SLOTTED HOLE FOR

7/8" DIA A307 MB, SNUG NUT

TIGHT THE BACK OFF 1/4

TURN & DEFORM THREADS

HSS10x5

GALV BENT PL 3/8" x

LOOSE LINTEL W/ MIN

16" BEARING EA END

GALV C12x20.7

FRAME AT ROLL-UP

DOOR, MITER CUT

UPPER CORNERS

7"

3"

1/

2"

3/16

3/16

HSS POST

PER PLAN

WF BEAM

PER PLAN

3" MTL DECK

HSS BM

PER PLAN

SEE 14/MCR-SD-201

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)

Kramer Gehlen & Associates Structural Engineers 805 Broadway St., Suite 415, Vancouver, WA 98660 www.kramer-gehlen.com 360.693.1621

C K

G A

-R E

V

IT

\R

\2

-V

A T

O G

U S

E H

R M

R a n d y w k ra m e r-g e h le n .c o m

.r v t

/2

/2

:4

:3

A

M

MCR-SD-201

ROOF FRAMING DETAILS

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

ATWMH, JKFEBRUARY 16, 2026

100% CONSTRUCTION

DOCUMENTS

A/E:

FULLY SPRINKLERED

BUILDING MCR

1" = 1'-0"MCR-SD-201

1 SECTION

1" = 1'-0"MCR-SD-201

2 SECTION

1" = 1'-0"MCR-SD-201

3 SECTION

1" = 1'-0"MCR-SD-201

4 SECTION

1" = 1'-0"MCR-SD-201

5 SECTION

1" = 1'-0"MCR-SD-201

6 SECTION

1" = 1'-0"MCR-SD-201

7 SECTION

1/2" = 1'-0"MCR-SD-201

8 SECTION

1" = 1'-0"MCR-SD-201

9 SECTION

1" = 1'-0"MCR-SD-201

10 SECTION

1/2" = 1'-0"MCR-SD-201

11 SHEARWALL FRAMING ELEVATION

1" = 1'-0"MCR-SD-201

12 SECTION

1" = 1'-0"MCR-SD-201

13 SECTION

1" = 1'-0"MCR-SD-201

14 SECTION

# Revisions Description Date

2 REVISIONS 06.19.2026

1" = 1'-0"MCR-SD-201

15 SECTION