EHRM Final Drawings Volume 1B - 2022-05-12.pdf

LEVEL 1

-5' - 4"

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

01-AE-801

134 2

07-08

07-05

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

FC-2

FC-1

FC-2

FC-1FC-1

FC-1

FC-1

FC-2

FC-2

FC-2

FC-2

FC-2 FC-2 FC-2

FC-1

FC-1

FC-2

1'

- 1

1/ 2"

EQEQ

8" 1'

- 4

5'

- 4

8"

8'

- 0

1'

- 4

8" 1'

- 4

8" 1'

- 4

9'

- 1

1/ 2"

EQ 9' - 4" EQ

MTL-1MTL-1

4' - 5 5/16"

01-AE-504

01-AE-501

01-AE-502

F

B

B

B B

B

B

B

CBB

B

B

B B

B

B

B

B

B B

B

B

B

B

B

B

B

B

E

B

B

B

B

B

B

B

B

B

B B

E

B

B

B

B

B

B B

B

B B

B B

D

D

D

D

D

D

D

D

D

D

D D

D

D

D

D

D

D D

D

A

A

A

A

A

A

A

A

AAA

AA

A

B

A

A A A

AAA

AA

A

A

A

A

FC

E

C

C

C

C E C

C

C

BB B B

B

C

C

C

CC

C

C

C

C CC

C

C

E

E

E

E

E

E

EE

E

D

F

C

A

C

BB

B

B

B

B

B

B

B

A A

A

A

A

A

A

A

AA

A

A

E

E

E

B

B

D

D

D

D

D

B

F

C

C

C

C

B

B A

C

C CB

D

A

C

C

BB

B

B B

LEVEL 1

-5' - 4"

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

01-AE-801

01-AE-501

01-AE-501

1' - 3 61/64"10' - 8"9 3/16"

1'

- 1

1/ 2"

6"

1' - 7"

BUILDING

INTERIOR

6' - 1 3/16" 6' - 7 7/8"

1'

- 4

5'

- 6

6" 8'

- 0

1'

- 4

8"

1'

- 4

8"

1'

- 4

9'

- 7 1/

2"

FC-2

FC-1

FC-2

FC-1

FC-2

FC-2

FC-1

FC-2

FC-2

FC-1

FC-2

FC-1

FC-2

FC-2

FC-1

FC-2

FC-1

FC-1

FC-1

FC-1

C

A

B

A B

B

B

E

E

A

B B

A B

C

C

E

B

C

E

D

D

D

D

D

D

D

D

D

D

D

A

A A

A

A

A

A

A

A A

A

A

A

A

AA

A A

A

B

B B

B

B

B

B

B

B

B

B

BB

B

B

B

B

B

B

B

B

B

B

B

B

B

B

E

E

E

E

E

E

B

C

C

CC

C

C

C

C

C C

C

D

F

F

PANELS AT WEST

ELEVATION; CUT TO

SIZE AND MAINTAIN

VERTICAL PANEL

PATTERN

E

B

B

B

B

B

B

B

B

D

D

D

A

A

E

F

F

B B

RECESSED DOWN

SPOUT ON SIDE

WALL

A

B

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

A

1. ALL JOINTS 3/8" TYP

2. PANELS FOLLOW A 1'- 4" GRID. TYPICAL NOMINAL DIMENSIONS ARE AS SHOWN BELOW, UNO. PANEL DIMENSIONS TO BE CUT TO

MAXIMIZE PANEL USAGE

3. ALL PERIMETER PANELS ARE TO BE CUT TO FIT FROM TYPICAL PANEL SIZES NOTED

2' - 8" 4' - 0"

2'

- 8

"1'

- 4

1'

- 4

1'

- 4

B C D E

2'

- 8

5' - 4"

1'

- 4

F

TYPICAL PANEL SIZES

LEVEL 1

-5' - 4"

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LANDING-Entry -11' - 4 3/8"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

01-AE-801

01-AE-501

01-AE-501

01-AE-801

AD C B

6" 1'

- 1 1/

2" 8'

- 0

1'

- 4

8"

1'

- 4

8"

1'

- 4

8'

- 0

8" 5'

- 4

1'

- 4

1' - 3 5/8"

EQUAL 8' - 0" EQUAL

FC-2

FC-1

FC-2

FC-1

FC-2

FC-1

FC-2

FC-1

FC-2

C

C

B

B D

D

D

D D

D

D

D

D

D

D

D D

D

D

D

D

D

D

D

D

D

D

D

B

B

B

BB

B

B

B

B

B

B

B

B

B

B

A

B

B B B B

B

BB

B

B

E

E

E

E

E E

E E

E

E

E

E

EE

E E

E

E

E E

B

B

B B

B

B B

BB

B B B

B

B B B B

A

A

AA

A

A

B

A

A

A

A

A

A

A

B

A A A

A

A

A

AA

C

C

C

C

C

C

C C

C

D

B

B

B

B

C

CB

E

1' - 3 5/8"

F

F

F

F

F

FF

F

F

B

B

D

C EB

B

B

F

A

C

B

B E

B

BA

A

D

D B B

B

A

A

A

B

A

A

01-B003A.001-B003B.0

B

C

A

A

LEVEL 1

-5' - 4"

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

01-AE-801

1 32

6' - 8" 8' - 1 1/4" 3' - 4 7/16"

1'

- 4

5'

- 4

8" 8'

- 0

1'

- 4

8"

1'

- 4

8"

1'

- 4

8'

- 0

1'

- 1

1/ 2"

3' - 0"

FC-2

FC-1

FC-2

FC-1

FC-2

FC-2

FC-2

FC-1

FC-1

GL-1

GL-1

GL-1

FC-1

MTL-1

MTL-1

01-AE-501

01-AE-502

A AA

A

A A

AA

A

A

A

A

A

A A

A

AA

A

A

A

A

A

A A

B

B

B

B

B

B

B B

B

BB

B

B

B B

B

B

B B

B

B B

B

B B

B

B

BB

B

B

B

C

C

C

C

CC

C

C

C

C

B

C

CB

CCC

C

C

CCC

C

C

C

C

C

C

C

C

F

F

D D

D

D

D

DD

DD

D

D

D

D

DD

D

F

A

AD

D

E

E

E

E

E

E

E

E

E

E

E

E

E

FIBER CEMENT PANEL: EQUAL TO

EQUITONE [lunara], COLOR: TE-10,10MM

THICK

FC-1

FC-2

EXP-1

BUILDING EXPANSION CONTROL JOINT: MM

SYSTEMS, SSV SERIES, SEE DETAILS FOR

COLOR DESIGNATIONS

NOTE:

ALL EXTERIOR STEEL, INCLUDING GALVANIZED GUARD RAIL, HOLLOW METAL FRAMES, AND HOLLOW METAL

DOORS TO BE PAINTED SHERWING WILLIAMS SW7504, KEYSTONE GRAY

FIBER CEMENT PANEL: EQUAL TO

EQUITONE [tectiva], COLOR: TE10, 12MM

THICK

COP-1

SHEET METAL COPING: PAC-CLAD GOLD

COPING, COLOR DARK BRONZE

MTL-1

BREAK METAL: MATCH ALUMINUM WINDOW

FRAMES

GL-1 EXTERIOR VRE1-65 HS/HS OUTBOARD: 1/4" CLEAR WITH VRE-65 ON #2 SURFACE

1/2" AIR SPACE

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

BASEMENT

-16' - 3 1/2"

A

B

B

C

D

B

B

B

BASEMENT

-16' - 3 1/2"

01-AE-801

A

B

B D

BA

E

FC-1

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:0

P M

01-AE-402

01-ENLARGED ELEVATIONS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

AH/LMTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

1/4" = 1'-0"2 ENLARGED EAST ELEVATION

1/4" = 1'-0"4 ENLARGED SOUTH ELEVATION

07-05 EXPANSION JOINT TERMINATION BOOT; INTERIOR SEAL TO FIT INSIDE VSS BOOT BY MM-SYSTEMS;

SLOPE BOTTOM OF BOOT TO DRAIN

07-08 ESS EXPANSION JOINT BY MM-SYSTEMS; BUTT RECESSED END TO FLUSH END AND CAULK

ACROSS OPENING AT BUTT JOINT CONDITION

KEYNOTES

FIBER CEMENT PANEL GENERAL NOTES

1/4" = 1'-0"5 ENLARGED NORTH ELEVATION

1/4" = 1'-0"6 ENLARGED WEST ELEVATION

MATERIAL LEGEND

GLASS TYPES

1/4" = 1'-0"3 EAST ALCOVE ELEVATION

1/4" = 1'-0"1 WEST ALCOVE ELEVATION

Revisions: Date:

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

TR

315C

01-AE-801

1 3 42

01-AE-503

01-AE-503

OPP. HAND

01-AE-204

TR

217C

TR

113C

TR

B003A

01-AE-503

01-AE-503

OPP.

HAND

T.O. FRAMING

MECHANICAL

HVAC UNIT, SEE

MECHANICAL

DRAWINGS

CORRIDOR

217A

34' - 0"

01-AE-501

01-AE-504

ELECTRICAL

PANELS

01-315B.0

01-217B.0

01-113B.0

LEVEL 1

-5' - 4"

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

01-AE-501

EXISTING STONE

FACED BUILDING

SHOWN SHADED

A B

01-AE-503

OPP.

HAND

SEE STRUCTURAL

DRAWINGS FOR SLAB

TIE IN TO EXISTING

STRUCTURE

TR

B003A

01-AE-503

FULLY ADHERED EPDM

AT VERTICAL

APPLICATION

WALL

EXPANSION

JOINT BEYOND

ALIGN GYPSUM

BOARD BEAM

WRAP WITH

COLUMN WRAP

6'

- 9

3/ 4"

01-AE-503

CABLE PENETRATION

THROUGH BRICK INFILL

LEVEL 1

-5' - 4"

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

CORRIDOR

313A

3 4

01-AE-503

01-AE-503

01-AE-503

BO

TT

OM

O

F

ST

EE

L

7'

- 0

" C

LE

AR

27' - 8"

01-AE-503

WALL EXPANSION JOINT

STEEL BEAMS AND COLUMNS,

SEE STRUCTURAL DRAWINGS

EXISTING BUILDING

SHOWN GRAY

6'

- 9

3/ 4"

2' - 11 1/2"

30' - 6"

EXPOSED EXISTING SOFFIT

01-AE-503

WALL EXPANSION JOINT

RETURN GYPSUM BOARD

TO EXPANSION JOINT,

PAINT

ANY CABLE CONDUIT PENETRATION

TO BE PLACED WITHIN THE BRICK

INFIL AREA; NO PENETRATIONS

ALLOWED THROUGH STONE WALL

CONDUIT PENETRATION

THROUGH EXISTING

BRICK INFILL

4" 1'

- 6

7'

- 6

EXISTING

CEILING

5/8" TYPE X GYPSUM BOARD ON 3 5/8"

METAL STUDS SOFFIT FRAMING @ 16"

O.C. WIDTH OF CORRIDOR, PAINT TO

MATCH WALLS

CABEL TRAY ROUTE

2' - 0"

7'

- 6

6"

SEE LEVEL 2 FOR TYPCAL NOTES AND

DIMENSIONS

SEE LEVEL 2 FOR TYPICAL

NOTES AND DIMENSIONS

LEVEL 1

-5' - 4"

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

01-AE-801

D

R-10 RIGID

INSULATION TO TOP

OF FOOTING, TYP AT

FOUNDATION

PERIMETER

STAIR

B003B

STAIRS

113B

STAIRS

217B

01-AE-504

1"

4"

5"

1/ 2"

4'

- 1

0" R

.O

3'

- 3

1/ 2"

7'

- 4

" R .O

3'

- 0

7'

- 4

" R .O

1'

- 7

6'

- 8

" R .O

1'

- 3

01-AE-504

01-AE-504

01-AE-503

SIM 34' - 0"

TOP OF FRAMING

01-AE-504

01-AE-504

01-AE-504

01-AE-504

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:0

P M

01-AE-501

01-WALL SECTIONS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

AHTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

3/8" = 1'-0"2 BUILDING SECTION - PARTIAL

3/8" = 1'-0"3 CORRIDOR WALL SECTION

3/8" = 1'-0"4 NEW / EXISTING WALL SECTION

3/8" = 1'-0"1 EAST STAIR WALL SECTION

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

01-AE-501

A

01-AE-504

EXISTING

BUILDING

SHOWN SHADED

SEE CIVIL DRAWINGS

FOR

RECONSTRUCTION

OF EXTERIOR

CONCRETE SLAB

EXPANSION JOINT BEYOND

EXISTING BUILDIND BEYOND

EXTERIOR CABLING

CONDUITS, INSTALL

IMMEDIATELY BELOW

EXISTING ROOF EAVE

TR

B003A

CORRIDOR

217A

8" R

.O

9'

- 3

" R .O

8'

- 3 " R

.O

01-AE-504

30' - 6"

T.O. STEELT.

O.

F

RA

MI

NG

1'

- 1

0"

01-AE-503

SECTION CUTS THROUGH

EXISTING ROOF AND BRACKETS

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:0

P M

01-AE-502

01-WALL SECTIONS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

TMPTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

3/8" = 1'-0"1 WEST CORRIDOR WALL SECTION

6" 3/4

3" PERFORATED PROFILE

CLOSURE ANGLE

CEMENTITIOUS PANEL

20GA SHEET METAL

BASE; EXTEND 6" BELOW

TOP OF EXTERIOR SLAB

6" 6 3

/4"

VERTICAL PANEL SUPPORT

1/2

3/4" PAINTED FIRE RATED

PLYWOOD, SEE PLANS FOR

EXTENT DIRECTLY ABOVE

RESILIENT BASE

6" RESILIENT BASE

6"

R-10 RIGID INSULATION

1/2" EXPANSION JOINT FILLER

1" SEALANT BEAD @ 24"

O.C. AT STARTER PANELS

1/4" DRAINAGE SHIM

NOTE: FILL ALL GAPS GREATER THAN 1/8" WITH EXPANDING SPRAY FOAM

EXTERIOR CONCRETE SLAB SLOPED

TO DRAIN, SEE CIVIL DRAWINGS

TERMINATION BAR AT EDGE

OF ROOF MEMBRANE

EXTENDED UP WALL

ROOF MEMBRANE EXTENDED UP

WALL FROM BEHIND EXPANSION

JOINT COVER

COUNTER FLASHING OVER

ROOF MEMBRANE AND

EXPANSION JOINT COVER

EXPANSION JOINT COVER SEE

SECTION DETAIL

NO CANT WHERE IT WOULD

CONFLICT WITH THE

EXPANSION JOINT COVER

CANT BELOW ROOF MEMBRANE

FULLY ADHERED ROOF

MEMBRANE ON PARAPET

WALLS

PARAPET CAP

EXISTING MASONRY WALL

COUNTERFLASHING

WHERE PARAPET IS

EXTENDED UP WALL

EXTEND PARAPET EDGE UP

WALL AND UNDER

COUNTER FLASHING

/4 01-AE-503

SLOP

E

SEE EXTERIOR PARTITION

TYPES FOR BALANCE OF

NOTES AND DIMENSIONS

WRAP TOP OF PARAPET

WITH ICE & WATER SHIELD

AND INSERT UNDER TOP

PLATE AT BOTH SIDES

FULLY ADHERED EPDM

ROOFING MEMBRANE ON

VERT. SURFACES OVER 24"

HIGH; EXTEND MEMBRANE

OVER PARAPET

2 x _ PRESSURE

TREATED WOOD PLATE

3/16" MININUM THERMAL

MOVEMENT GAP AT GIRT

TERMINATION, SEAL GAP

FILL CAVITIES WITH BATT

INSULATION ABOVE ROOF

DECK

OVERLAP AIR BARRIER WITH

ICE & WATER SHIELD, SEAL

5"

1"

3/8"

5"

1 3 /8"#9 x 1 1/2" STAINLESS STEEL

FASTENERS BY COPING

MANUFACTURER

20GA x 12"W GALVANIZED ANGHOR

CLIP 48" OC.

SPLICE PLATE 8" WIDE

1/2"

1 1 /2"

M

IN

4"

1/2" PRESSURE TREATED

PLYWOOD

COL

6" METAL STUD BLOCKING

FULL WITH SPRAY

INSULATION UNDER METAL

BLOCKING

ROOF ELEVATION VARIES,

SEE SECTIONS

SEE FOR

BALANCE OF NOTES AND

DIMENSIONS

1/2

1 1 /2"

THERMALLY BROKEN HOLLOW

METAL DOOR FRAME AND

ANCHORS, FILL CAVITY WITH FIBER

GLASS BATT INSULATION

INSULATED HOLLOW METAL DOOR

6" METAL STUD BOXED

HEADER, NESTED IN 6"

METAL RUNNERS, FILL

CAVITY WITH FIBER GLASS

BATT INSULATION

8 1/4" FRAME

CONTINUOUS SEAL AT

PERIMETER OF DOOR

FRAME

SEALANT AT PERIMETER OF

DOOR FRAME

COL

CEMENTITIOUS PANEL

TRIM FC-1

3/8"

/6 01-AE-504

5 3 /8"

1/4-20 x 1 1/2" NYLOK PHMS/SS WITH

NEOPRENE WASHER AT 24" O.C.

SPLICE AND COVER PLATES, .080" TOTAL THICKNESS

VINYL TRIM

FLASHING

1/4-20 x 5/8" PHMS/SS WITH

NEOPRENE WASHER AT 24" O.C.

CANT STRIP

ELASTOMERIC MEMBRANCE

MASONRY NAIL

SPRING STEEL TENSION BAR

#10 x 1 1/4" PHMS/SS WITH

INSERT AND NEOPRENE

WASHER AT 24" O.C.

3/16" x 3/8" CONTINUOUS

NEOPRENE SHIM

BACKER ROD AND SEALANT

EXISTING STONE WALL

SHOWN SHADED

FILL CAVITY WITH FIBERGLASS

BATT INSULATION ON IMPALING

CLIPS

EPDM ROOFING MEMBRANE

8 1/2"

4 1 /2"

1"

1' - 1 3/16" 10 5/8"

5 1/2" 8 1/2"

FIRE BARRIER INSTALLED

IN STRICT ACCORDANCE

TO MANUFACTURER'S

INSTALLATION

INSTRUCTIONS

#10 x 1" PFH SELF DRILLER FASTENER

#10-12 x 1" ANCHOR AND #10 x 1"

FHSMS/SS AT 24" O.C.

2" x 1" x 1/8" ALUMINUM ANGLE

1/4" ALUMINUM COVER

1/4-20 x 1/2" FHMS/SS AT 24" O.C.

1/8" ALUMINUM

WING PLATE

1/4" x 1 3.8" SLEEVE

ANCHOR AT 24" O.C.

NOTE: FLOOR TO WALL EXPANSION JOINT MODEL LASBE-9-2.25 ALUMINUM MILL FINISH WITH PF-2018F-

SC-9-4.5 BY MM SYSTEMS, INC.

4 1 /2"

1"

1' - 9 1/4"

1' - 3 3/4"

5 1/2" 1' - 0"

FIRE BARRIER INSTALLED

IN STRICT ACCORDANCE

TO MANUFACTURER'S

INSTALLATION

INSTRUCTIONS

1/4" ALUMINUM COVER PLATE

1/4-20 x 1/2" FHMS/SS AT 24" O.C.

1/8" ALUMINUM

WING PLATE

1/4" x 1 3.8" SLEEVE

ANCHOR AT 24" O.C.

NOTE: FLOOR TO FLOOR EXPANSION JOINT MODEL LASB-12-6, ALUMINUM MILL FINISH WITH PF-2018F-SC-12-6 FIRE BARRIER BY

M-M SYSTEMS, INC.

STEEL FRAME

EXISTING CONSTRUCTION

SHOWN SHADED

REMOVE EXISTING

CONSTRUCTION AS

REQUIRED TO INSTALL

EXPANSION JOINT COVER

24" HEAVY DUTY

TENSION BAR AT 24" O.C.

5/16-18 x 1 1/2" STAINLESS

STEEL FLATHEAD MACHINE

SCREW (FHMS) AT 24" O.C.

4"

CEMENTITIOUS PANEL

RETURN TRIM AND PANEL

EDGE

1/4" GAPHOLLOW METAL JAMB

BEYOND

R-10 RIGID INSULATION

1/2" EXPANSION JOINT FILLER

HOLLOW METAL DOOR

ADA ALUMINUM

THRESHOLD SET ON

MASTIC

RETURN SHEET METAL

BASE TO DOOR JAMB

PANEL CLIP

MECHANICALLY

FASTENED TO GIRT

CONT 1/4" SHIM SPACE

SEE EXTERIOR

PARTITION TYPES FOR

BALANCE OF NOTES

AND DIMENSION

HORIZONTAL GIRT

INSTALLATION

1/4"

3 1 /2"

3/8

3 1 /2"

OPEN JOINT, SEE

ELEVATIONS FOR

LOCATIONS

BUTT GYPSUM BOARD TO

UNDERSIDE OF FIREPROOFING,

SEAL WITH COMPATIBLE FIRE

RATED SEALANT

STUD CLIPS, SEE

STRUCTURAL DRAWINGS

FIRE STOP AT FLOOR LINES

FIRE SEALANT

STEEL STUD BRACING AT

SPLICED STUD CONDITION

SHOWN DASHED, SEE

STRUCTURAL DRAWINGS

1/2

3/4" PLYWOOD WHERE

CONDITION OCCURS

RESILIENT BASE

4 1/2" 11 5/8"

4 1/2"

2' - 11 1/2"

4 1/2" 5"

9" F

.V

1 1 /2"

DO NOT DISTURB EXISTING

GUTTER SYSTEM

HIGH POINT OF INSULATION SHOWN, LOW

POINT OF TAPERED INSULATIONSHOWN

DASHED AT SCUPPER

FULLY ADHERED ROOF SYSTEM

11 5/8" 4 1/8"

SCUPPER OPENING

8 1/2"

1/2" PRESSURE TREATED PLYWOOD

3" MINERAL WOOL RIGID INSULATION

LIGHT GAGE 1 5/8" RUNNER

TRACK NAILER

2 1 /4"

2 1 /2"1/2

" METAL DECK, STEEL ANGLE AND

BEAM, SEE STRUCTURAL

DRAWINGS

1 5/8" METAL STUD FURRING AT 16" O.C.

2 1/2" METAL STUDS AT 16" O.C.

BETWEEN BEAM FLANGES

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

PROVIDE 3" MIN. SPRAY

INSULATION

1" MINERAL WOOL RIGID INSULATION

1/2" PRESSURE TREATED PLYWOOD

WRAP STEEL BEAM WITH 5/8" TYPE

'X' GYPSUM BOARD AND VAPOR

BARRIER

PRESSURE TREATED WOOD NAILER

MINERAL WOOL

INSULATION IN METAL

DECK FLUTES

EXISTING

CONSTRUCTION

SHOWN SHADED

MINERAL WOOL INSULATION

APPLY SEALANT TO

BOTH SIDES

FIELD INJECTED SIDEWALL SEALANT

SELF EXPANDING MICRO-CELL

FOAM IMPREGANTED WITH ACRYLIC

POLYMER

EIV-150 PREMOLDED FOAM

EXPANSION JOINT BY M-M SYSTEMS

INC. COLOR: BLACK

RETURN ROOMFING MEMBRANE

OVER RIGID INSULATION TO TOP OF

METAL STUD

1/4"

2x6 PRESSURE TREATED END OF ROOF FRAMING WITH

DOUBLE TOP PLATES, TAPER TOP PLATE TO DRAIN

EXTEND FULLY ADHERED ROOFING MEMBRANE 12"

MINIMUM ON TO MAIN ROOF

T-BAR, WITH

CONTINOUS SEALANT

TOP AND BOTTOM

9"

FILL CAVITY FULL WITH FIBER GLASS BATT INSULATION

1/2

2 1/2" METAL STUDS AT

16" O.C. BETWEEN BEAM

FLANGES

3 5/8" METAL STUDS AT 16 O.C. WITH 2"

SPRAY INSULATION

TOP OF STEEL

30'-6"

BOTTOM OF DECK

27'-8"

3"

01-AE-504

01-AE-505

ENDWALL OF PARAPET BEYOND

01-AE-503

2 DETAIL

AT END

WALL

SHEET METAL FLASHING W/

CANTED AND HEMMED EDGE,

RETURN VERTICALLY 1/2" BEHIND

FOAM EXPANSION JOINT

2 1 /2" 2 1/2"

1/2

CONTINOUS 2 1/2" x 2" x 3/16" STEEL ANGLE

CLOSURE, PAINT, MECHANICALLY FASTEN

TO SOFFIT ONLY

SLOP

E

1/2"

B

5"

1 1/2" 5"

EIV-150 PREMOLDED FOAM EXPANSION

JOINT BY M-M SYSTEMS INC. COLOR:

BLACK, SEE FOR BALLANCE

OF NOTES AND DIMENSIONS

CONTINOUS 2 1/2" x 2" x 3/16"

STEEL ANGLE CLOSURE

MECHANICALLY FASTENED

TO SOFFIT, PAINT

PROVIDE SHEET METAL FACE AND TOP

SLOPE CONFIGURATION TO MATCH

ADJACENT COPING PROVILE AND

COLOR TO EXTENT SHOWN

FILL BALANCE OF WALL WITH MINERAL

WOOL INSULATION

SEE EXTERIOR WALL ASSEMBLY FOR

BALANCE OF NOTES AND DIMENSIONS

EXISTING SOFFIT SHOWN SHADED

EXTENT OF EPDM ROOFING BEYOND

SHOWN DASHED

EXTERIORINTERIOR

/1 01-AE-503

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:0

P M

01-AE-503

01-SECTION DETAILS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

AH/LMTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

3" = 1'-0"8 CEMENTITIOUS PANEL BASE DETAIL

1 1/2" = 1'-0"7 ROOF ELEVATION @ EXISTING WALL

3" = 1'-0"11 TYPICAL PARAPET COPING SECTION DETAIL

3" = 1'-0"10 EXTERIOR HOLLOW METAL DOOR HEAD DETAIL

3" = 1'-0"4 ROOF TO WALL EXPANSION JOINT

3" = 1'-0"6 FLOOR TO WALL EXPANSION JOINT SECTION

3" = 1'-0"3 FLOOR TO FLOOR EXPANSION JOINT SECTION

3" = 1'-0"9 EXTERIOR DOOR SILL DETAIL

3" = 1'-0"5 TYPICAL HORIZONTAL JOINT DETAIL

3" = 1'-0"1 NEW/EXISTING ROOF TRANSITION

1 1/2" = 1'-0"2 TYPICAL PARAPET COPING SECTION DETAIL Copy 1

SEE EXTERIOR WALL

ASSEMBLIES FOR BALANCE OF

NOTES AND DIMENSIONS

EDGED OF SLAB BENT PLATE,

AND STEEL BEAM, SEE

STRUCTURAL

SEA

L

BACKER ROD AND SEALANT BOTH

SIDES OF STOREFRONT

CEMENTITIOUS PANEL, SEE

ELEVATIONS FOR SIZES

BREAK METAL FLASHING WITH

HEMMED EDGE, RETURN

VERTICALLY AT SILL, COLOR TO

STOREFRONT

A

7 3/4" 4 1/2"

DEFLECTION TRACK

FIRE PROOFING AS

PER UL DES S721

TERMINATE GYPSUM BOARD AT

FIREPROFING, PROVIDE COMPATIBLE

FIRE RATED SEALANT AT TERMINATION

EXTEND GYPSUM SHEATHING TO

TOP OF SLAB

2 1 /2"

3/8

1/2

4" 3/4

SELF ADHERED BUTYL FLASHING

WRAPPED OVER WOOD NAILER

PRESSURE TREATED WOOD NAILER

WITH CANTED TOP EDGE AT

STOREFRONT SILL

WRAP AIR BARRIER CONTINUOUSLY TO

WOOD NAILER AND OVERLAP UNDER

SELF ADHERED FLASHING

CONTINUOUS 3"V x 4"H x 1/4" GALVANIZED

STEEL ANGLE SILL SUPPORT

GALVANIZED CLEAT, CANT AS

REQUIRED TO PROVIDE NOTED

CLEARANCE

3/4" CLEAR

SEE EXTERIOR WALL ASSEMBLIES FOR BALANCE

OF NOTES AND DIMENSIONS

BACKER ROD AND

SEALANT

0.125" BREAK METAL SILL FLASHING

TO MATCH STOREFRONT FRAME

6" METAL STUD TRACK

EXTENDED TOWARDS

STOREFRONT SILL

SILL RECEPTOR BY STOREFRONT

MANUFACTURER

THERMALLY BROKEN

STOREFRONT SYSTEM WITH

CLEAR INSULATED GLASS

1" CONTINUOUS INSULATION

7"

STOREFRONT

4 1/2" 7"

2 1 /2"

CONTINUOUS GYPSUM SHEATHING TO TOP OF TRACK;

RETURN AIR BARRIER 2" MININUM OVER STUD TRACK

5" 3/8

RE

F

EL

EV

6" C

LE

AR

2 1/2" 2 1/2" x 2 1/2" x CONTINUOUS 16GA CORNER REINFORCEMENT

CEMENT PANEL CLIP

FL

AS

H I

NG

4"

EXTEND SHEET METAL PROTECTION, 4" MINIMUM

BELOW TOP OF EXTERIOR SLAB, ADHERE TO

INSULATION WITH 3" DOUBLE SIDED BUTYL TAPE

EXPANSION JOINT FILLER

1/2" BACKER ROD AND SEALANT

STAINLESS STEEL FLASHING WITH 1/2

CANTED AND HEMMED EDGE

20GA SHEET METAL INSULATION PROTECTION,

RETURN UNDER FLASHING, CANT INTO HEMMED

FLASHING EDGE; TO MATCH STOREFRONT COLOR1 1/4" FLASHING CANT 2"

ALIGN WALL WITH

FURRING BEYOND

EXTEND AIR BARRIER TO EDGE OF RIGID INSULATION

MAITAIN GYPSUM BOARD

1/2" FROM TOP OF SLAB

4"

ICE & WATER SHIELD ON 1/2" GYP SHEATHING AT

SLOPED SURFACE, EXTEND UNDER SILL FLASHING

AND 3" VERTICALLY OVER INSULATION

1/2" CLEAR

1 1/2" x 1 1/2 x 16 GA GALVANIZED METAL

CLOSURE, PAINT BLACK

1/2

SEAL ICE & WATER SHIEL

PENETRATIONS

SMART Ci RIGID INSULATION SPLINES AT VERTICAL JOINTS

1/4" x 1" SEALANT BED AT 24" O.C. AT STARTER PANELS, TYP

1/4" x CONTINUOUS SEALANT BED AT TOP PANELS, TYP

D 10 1/2"

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

CONTINUE PROTECTION

BOARD TO END OF WALL

PRESSURE TREATED WOOD

BLOCKING WITH CANTED TOP

PLATE FOR INDICATED SLOPE

1/2" PRESSURE TREATED PLYWOOD

TYPICAL ROOF CONSTRUCTION

SHOP FABRICATED 20GA OPEN FACED

DOWNSPOUT

ICE & WATE SHIELD, RETURN 12" MINIMUM

ONTO ROOF; RETURN UNDER WOOD NAILER

SHEET METAL CONDUCTOR HEAD

DOWN SPOUT CONNECTOR

OUTLET TO BE 1/8" LESS

THAN INSIDE DOWNSPOUT

WIDTH

3//4" / 12"

2" 2"

3 3 /4"

2"H x 4W OVERFLOW

OPENING AND DRIP EDGE

NOTES:

1. PAINT ALL DOWNSPOUT AND CONDUCTOR HEAD COMONENTS AND ACCESSORIES TO MATCH ADJACENT CEMENTITIOUS PANELS

2. SOLDER ALL SHEET METAL INTERFACES AS NOTED; PROVIDE PREFINISHED FASTENING RIVETS WITH MINIMUM PENETRATION LENGTH

3. TYPICAL CONFIGURATION OF CONDUCTOR HEAD SHOWN, SEE SPECIFIC SECTION DETAIL FOR HEIGHTS AND DEPTHS CLARIFICATIONS.

3"

B

3 7/8"

3" GALVANIZED FLASHING AND DIRP EDGE

EDGE OF CEMENTITIOUS PANELS BEYOND

3" 3" bm

2"

3 3/8" 4" 2 5/8"

10"

7 3 /4"

1 1/2"

SCUPPER OPENING

DOWNSPOUT

FLANGES BEYOND

PANEL CLADDING

SHOWN DASHED

CEMENTITIOUS PANELS

SHEET METAL COPING

SCUPPER ELEVATION SCUPPER SECTION

FILL CAVITIES WITH

FIBERGLASS BATT

INSULATION

8 1/2"

SHAPE CEMENTITIOUS

PANEL AROUND SCUPPER

PROFILE

SHEET METAL COPING END WALL, RETURN

COPING TO BACK OF PARAPET

CEMENTITIOUS CLADDING RETURN TRIM

SEE EXTERIOR WALL ASSEMBLIES FOR

BALANCE OF NOTES AND DIMENSIONS

1/8" MAX SEALANT JOINT

BACKER ROD AND

SEALANT BOTH SIDES

SEAL CONDUIT PENETRATIONS AT

CEMENTITIOUS PANEL

A

7 3/4"

STOREFRONT

4 1/2"

4 1/4" 1/2" CLEAR

2" 3/8

PANEL TRIM STEEL ANGLE SUPPORT

EXTEND END OF PANEL 3/8"

BELOW PANEL TRIM

PANEL TRIM MECHANICALLY FASTENED

TO STEEL ANGLE SUPPORT

SEE FOR END OF

GYPSUM BOARD TREATEMENT

/1 01-AE-504

SEAL CONDUITS AT GYPSUM PENETRATION

CONDUITS BEYOND, SEE

TELECOMMUNICATION DRAWINGS

3/16" EXPANSION GAP

INTERIOR

COMPOSITE DECK, STEEL

BEAM, SEE STRUCTURAL

DRAWINGS

FILL CAVITY WITH FIBER

GLASS BATT INSULATION

HORIZONTALLY INSTALLED

Z-GIRTS, SHOWN DASHED

EXTERIOR

3/8" 10 1/4"

4 1/8" 3' - 10"

2'

- 8

4"

DOUBLE 8", CONTINUOUS METAL

STUD AT TRANSITION; CLIP TO

BEAM, MECHANICALLY FASTEN

TO 2 1/2" STUDS

2 1/2" METAL STUDS AT 16" O.C.,

FILL CAVITY WITH FIBERGLASS

BATT INSULATIONL, CLIP TO BEAM

STEEL STRINGER AND LANDING

CONSTRUCTION BEYOND SHOWN

DASHED

TYPE B-2 WALL AT STAIR LANDING BEYOND

SHOWN DASHED, SUPPORTED BY 8"

DOUBLE STUDS

3 5/8" METAL STUDS AT 16"

O.C.; TERMINATE AT STEEL

STRINGER AT STAIR

LANDING LOCATION,

PROVIDE 16GA SHEET

METAL STRAP TO DOUBLE

8" STUDS

3/8" 3/8"

INTERIOR

(TR)

SEE EXTERIOR WALL

ASSEMBLIES FOR BALANCE

OF NOTES AND DIMENSIONS

MAINTAIN CONTINUITY OF EXTERIOR WALL

ENVELOPE AT STEPPED CONDTION

FILL WITH FIBER GLASS BATT

INSULATION AT LANDING

CONDTION

EXTEND FIBER CEMENT PANEL TO

FACE OF HM FRAME, SEE

FOR DETAILS

HOLLOW METAL FRAME WHERE

OCCURS SHOWN DASHED

/10 01-AE-503

PROVIDE DOUBLE GIRTS AT VERTICAL

LOCATION TO STRENGTHEN PANEL SUPPORT

FILL ALL CAVITIES WITH

SPRAY INSULATION WHERE

RIGID INSULATION IS NOT

INSTALLED

STRIP LIGHT FIXTURE, SEE

ELECTRICAL DRAWINGS

1 1/2" RIGID INSULATION

BEHIND FIXTURE; PROVIDE 1

1/2" PRESSURE TREATED

WOOD BLOCKING TO

SUPPORT FIXTURE

CEMENTITIOUS PANEL TRIM

THERMALLY BROKEN STOREFRONT

SYSTEM WITH CLEAR INSULATED

GLASS

D

FIRST FLOOR

2 3 /4"

1'

- 3

1/ 2"

GWB CORNER BEAD, TYP.

6"

STOREFRONT

4 1/2" 1/4"

3/8

1/2

3/4"

2"3/8

1'

- 7

1/ 2"

1/2"

1" CONTINUOUS INSULATION AT WINDOW HEAD

0.125" BRAKE METAL FASCIA TO

MATCH STOREFRONT

PROVIDE 3/8" CONTINUOUS DRIP EDGE

1 5/8" METAL STUD FURRING AT 16" O.C.

1/2" METAL STUD FRAMING AT

16"O.C.

2 1/2" METAL STUD CROSS BRACING

BACKER ROD AND SEALANT BOTH SIDES OF STOREFRONT

6" METAL STUD FRAMING

AT 16" O.C., ALIGN WITH

JAMBS AND SILL

FILL CAVITY WITH FIBER GLASS

BATT INSULATION WHERE SPRAY

INSULATION CANNOT BE APPLIED

STEEL BEAM , SEE STRUCTURAL DRAWINGS

SPRAY FIREPROOFING

ALLOW DRAINAGE GAP

7" 10 1/2"

FIBER CEMENT PANEL FASCIA FC-2, REF ELEV

FIBER CEMENT PANEL HEADER FC-2

1" CONTINUOUS INSULATION

DETERMINED BY PANEL SUPPORT SYSTEM

FIBER CEMENT PANEL FASCIA FC-1, REF ELEV

CONTINUOUS AIR BARRIER

CEMENTITIOUS PANEL

TRIM

6"

STOREFRONT

4 1/2" 7"

2" 3/8

BACKER ROD AND SEALANT

TERMINATE GYPSUM

BOARD WITH METAL J-

BEAD, PROVIDE 1/8" MAX

SEALANT JOINT SHIM

THERMALLY BROKEN STOREFRONT

SYSTEM WITH CLEAR INSULATED GLASS

GWB CORNER BEAD,

TYP.

3 1 /2"1/4"

1 1/2" x 1 1/2" x 16 GA BREAK METAL CLOSURE ANGLE, PAINT BLACK

CONTINUOUS AIR

BARRIER

D

SEALANT

3/4" SOLID WOOD SILL, 1/4"

PROUD OF GYPSUM BOARD,

EASE EDGES

STOREFRONT

4 1/2" 7"

4"

3/8

3/4

TERMINATE GYPSUM

BOARD WITH METAL J-

BEAD AND 1/8" MAX

SEALANT JOINT

1/4" SHIM SPACE

10 1/2"

FIBER CEMENT PANEL SILL FC-2

1/4

1 1/2"

0.080 ALUMINUM BRAKE

METAL SILL TO MATCH

STOREFRONT

FIBER CEMENT PANEL FASCIA FC-1,

REF ELEV

DETERMINED BY PANEL SUPPORT SYSTEM

GYP SHEATHING

ICE & WATER SHIELD ON 1/2" GYP

SHEATHING AT SLOPED SURFACE,

EXTEND UNDER SILL FLASHING AND 3"

VERTICALLY OVER INSULATION

ICE & WATER SHEILD, RETURN

UNDER WINDOW SILL

CONTINUOUS AIR BARRIER

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:1

P M

01-AE-504

01-SECTION DETAILS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

LMTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

3" = 1'-0"1 WEST STOREFRONT SILL DETAIL

3" = 1'-0"4 STOREFRONT SILL @ BASEMENT

1 1/2" = 1'-0"3 CONDUCTOR HEAD DETAIL

3" = 1'-0"2 WEST STOREFRONT HEAD DETAIL

1 1/2" = 1'-0"6 ALCOVE SECTION DETAIL

Revisions: Date:

3" = 1'-0"5 STOREFRONT HEAD DETAIL @ FIRST FLOOR

3" = 1'-0"8 TYP STOREFRONT HEAD DETAIL

3" = 1'-0"7 TYP STOREFRONT SILL DETAIL

9"

ALUMINUM FRAME AND SPACER

ALUMINUM FRAME

STAINLESS STEEL PANTOGRAPHIC

MECHANISM AT 48"O.C.

SHEAR HINGE LINKAGE

LOCATE EXPANSION JOINT IN

EXISTING STONE WALL SHOWN

ROUTERED STONE REVEAL

EXTERIOR SEAL

1/4" x 1 3/4" HH APCON AT 18" O.C.

1/2

FACTORY APPLIED

PREFORMED SILICONE

SEALING STRIP

FIELD APPLIED SILICONE SEALANT, 3

SIDE BOND

CELLULAR POLYESTER /

POLYURETHANE BACKER BLOCK

3" x 3" xx 3/16"

GALVANIZED STEEL

ANGLE BOLTED TO

WALL, PAINTED, TYP

FILL GAP WITH BLOW-IN

INSULATION

"U" RAIL MECHANICALLY

FASTENED TO GIRTS,

TYP

CONCEALED FASTENING SYSTEM

ESS-900 SERIES

EXPANSION JOINT BY MM

SYSTEMS, COLOR:

CHARCOAL GRAY

VSS-900-I SERIES

EXPANSION JOINT BY MM

SYSTEMS; COLOR: FOG

GRAY

FILL CAVITY WITH FIBERGLASS

BATT INSULATION

EXTEND AIR BARRIER INTO EXPANSION

JOINT CAVITY AND BUTYL TAPE SEAL AT

EXISTING WALL

CORRIDOR

AN

D

SE

AL

AN

T

3/8 " B

AC

KE

R

RO

D

7 3 /4"

F

.V

9"

PRESSURE TREATED WOOD SPACER

2 1/2"4 1/2"

1/8"

2" 3/8

3/8"

1'

- 1

0 7 /8"

A10 1/2"

CONTINUE WALL

CONSTRUCTION AT

SIMILAR CONDITION

ALUMIINUM STOREFRONT SYSTEM

REUSE EXISTING CONNECTION SPACE TO

INSTALL EXPANSION JOINT AND TO

PROVIDE A FLAT SURFACE AT ALUMINUM

FRAME LOCATIONS; CONTRACTOR TO

VERIFY CONDITION AND ADAPT

INSTALLATION AS PER CONCEPT

INDICATED; SEPARATE ALUMINUM WITH

CEMENT PRODUCT IF USED WITH 40#

ASPHALTIC FELT LAYER

3/16" EXPANSION

GAP

"U" RAIL MECHANICALLY

FASTENED TO GIRTS,

PAINTED, TYP

STAIRS

3/8"

D 8" 10 1/2"

FIRE PROOFING

AS PER UL

DESIGN # X790

METAL STUD NAILER

AT END OF GYPSUM

BOARD

HSS, SEE STRUCTURAL

DRAWINGS

ANGLE CLOSURE AT

CORNER, PAINT BLACK

FILL CORNER WITH

FIBER GLASS BATT

INSULATION

HORIZONTALLY

INSTALLED Z-GIRTS,

SHOWN DASHED

DOUBLE LAYER GYPSUM BOARD 2-HOUR

FIRE RATING TO END OF WALL

2" METAL STUD FURRING

5/

8"

BACKER ROD AND SEALANT BOTH SIDES OF

STOREFRONT

CEMENTITIOUS PANEL

RETURN

PANEL CLIP

4"

TERMINATE GYPSUM BOARD WITH

METAL J-BEAD, PROVIDE 1/8" MAX

SEALANT JOINT

SEE EXTERIOR PARTITION

TYPES FOR BALANCE OF

NOTES AND DIMENSION

RETURN AIR BARRIER AT

STOREFRONT JAMBS AND

TAPE SEAL

WOOD SHIM

THERMALLY BROKEN STOREFRONT SYSTEM

WITH CLEAR INSULATED GLASS

HORIZONTAL GIRT

INSTALLATION SHOWN

DASHED

1/8"

FILL CAVITIES WITH

FIBER GLASS BATT

INSULATION

2"

3/8

1/4"

4 1 /2"

7"

1-HR FIRE PROOFING

HSS, SEE

STRUCTURAL

DRAWINGS

3/16" THERMAL EXPANSION,

TYP AT CORNERS

2 1/2" METAL STUD

FURRING, COPE STUD

TRACKS ABOUT HSS

CONTINUE GYPSUM

BOARD UNINTERRUPTED

AT EXTERIOR WALL

ENVELOPE

CONTINUOUS WOOD

NAILER

CONTINOUS 2" x 2" x 1/8" GALVANIZED ANGLE AT JAMB

FILL CAVITY WITH FIBER

GLASS BATT INSULATION IF

AREA IS NOT ACCESSIBLE

TO SPRAY INSULATION

6"

STOREFRONT

4 1/2"

WOOD NAILER

CUT MINERAL WOOL AS NEEDED

D

16GA CORNER

RAINFORCEMENT

1" MINERAL WOOL RIGID INSULATION

0.080" x 2" x 2" ALUMINUM BRAKE METAL MECHANICALLY

FASTENED

16GA SHEET METAL

ANGLE STRAP

REINFORCEMENT

SEE EXTERIOR WALL

ASSEMBLIES FOR

BALANCE OF NOTES

AND DIMENSIONS

2" 5"

2"

4"

1"

EXTEND END WALL PANEL 1"

BEYOND FACE OF SIDEWALL

3 1/4" 1"

FORMED 22GA SHEET METAL

DOWNSPOUT MECHANICALLY

FASTENED TO GIRTS, COLOR TO

MATCH CEMENTITIOUS PANELS

1 1/2" MINERAL WOOL PANEL

1/4

1/4

CHANNEL CLIP AT VERTICAL

JOINTS, PAINT BLACK

C

5/

8"

3/16" EXPANSION GAP

CONTINUOUS 2-HOUR FIRE RATED

ASSEMBLY AROUND CORNER

HOLLOW METAL DOOR AND JAMB

B

3/8"

CONTINUE TWO LAYERS OF GYPSUM

BOARD ON EXTERIOR WALL TO MAINTAIN

CONTINUITY; INTERIOR FACE OF WALL TO

RECEIVE ONE LAYER OF GYPSUM BOARD

EXTEND TWO LAYERS OF

GYPSUM BOARD TO FACE

OF EXTERIOR GYPSUM

SEE EXTERIOR WALL

ASSEMBLIES FOR

BALANCE OF NOTES AND

DIMENSIONS

1/4" 2"

THERMALLY BROKEN HOLLOW

METAL DOOR FRAME AND

ANCHORS, FILL CAVITY WITH

FIBER GLASS BATT INSULATION

INSULATED HOLLOW METAL

DOOR

8 1 /4"

F

RA

ME

CONTINOUS SEALANT AT

PERIMETER OF DOOR

FRAME

SEALANT

CEMENTITIOUS PANEL

TRIM

3/8

CONTINUOUS ANGLE, AT

CORNER, PAINT BLACK

MINERAL WOOL

INSULATION BOARD

SEE EXTERIOR WALL

ASSEMBLIES FOR

BALANCE OF NOTES AND

DIMENSIONS

TERMINATE GYPSUM BOARD WITH

METAL BAD AND 1/8" MAX. SEALANT

BACKER ROD AND SEALANT, BOTH SIDES

CEMENTITIOUS PANEL CONTINUOUS TO

SHEATHING

WOOD SHIM

THERMALLY BROKEN STOREFRONT

SYSTEM WITH CLEAR INSULATED GLASS

STOREFRONT

4 1/2" 3 1/4" 4 1/2"

5 1 /8"

3/8

2"

CONTINUOUS SEALANT AT

PERIMETER OF DOOR

FRAME, BOTH SIDES

A

10 1/2"

FILL CAVITIES WITH FIBER

GLASS BATT INSULATION

METAL STUD JAMB TO

ALIGN WITH FACE OF

CEMENTITIOUS PANEL

PROVIDE SELF-ADHERED FLASHING

TAPE AT JAMB AND SILL OF

OPENING SEAL OVER AIR BARRIER

EDGE OF SLAB SHOWN DASHED

LOCATE EXPANSION JOINT IN

EXISTING STONE WALL SHOWN

ROUTERED STONE REVEAL

SCE-H-1200 SERIES

EXPANSION JOINT BY M-M

SYSTEMS, COLOR

CHARCOAL GRAY

FILL CAVITY WITH FIBERGLASS BATT

INSULATION

TAPE SEAL AIR BARRIER AT EXPANSION JOINT

OPENING

CORRIDOR

REUSE EXISTING CONNECTION SPACE TO INSTALL

EXPANSION JOINT AND TO PROVIDE A FLAT

SURFACE AT ALUMINUM FRAME LOCATIONS;

CONTRACTOR TO VERIFY CONDITION AND ADAPT

INSTALLATION AS PER CONCEPT INDICATED;

SEPARATE ALUMINUM WITH CEMENT PRODUCT IF

USED WITH 40# ASPHALTIC FELT LAYER

PRESSURE TREATED WOOD SPACER

B

1'

- 0

ETHYLENE VINYL

ACETATE CLOSED-CELL

COPOLYMER FOAM SEAL

EPOXY SIDEWALL

ADHESIVE, BOTH SIDES

OF EXPANSION JOINT

FACTORY APPLIED

SILICONE SURFACE SEAL

6" 3"

VSS-1221-I SERIES EXPANSION JOINT

BY M-M SYSTEMS, COLOR FOG GRAY

ROOF

B

DOWNSPOUT OPENING

SHEET METAL CONDUCTOR HEAD

SHEET METAL PREFABRICATED

COPING

8 1

/2"EDGE OF ROOFING

MEMBRANE BELOW

SCUPPER OPENING

DEPRESSED ROOF

WRAP ROOFING MEMBRANE AROUND

END OF PARAPET WALL AND RETURN

TOWARDS SCUPPER 14" MIN.

1' - 4"

45 DEG CHAMFER AT EXTERIOR

CORNERS, TYP. FULLY ADHERED ROOFING MEMBRANE

ON VERTICAL APPLICATION

SHAPE END PANELS AROUND CONDUCTOR

HEAD AND EXTEND TO END OF WALL

CLOSURE ANGLE EXTENDED TO

UNDER COPING

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:1

P M

01-AE-505

01-PLAN DETAILS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

TMPTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

3" = 1'-0"3 WALL TO WALL CORNER EXPANSION JOINT PLAN DETAIL

3" = 1'-0"6 TYPICAL OUTSIDE CORNER PLAN DETAIL

3" = 1'-0"7 TYP JAMB @ SOUTH EAST STOREFRONT

3" = 1'-0"1 EXTERIOR RECESSED DOWNSPOUT DETAIL

3" = 1'-0"5 TYP JAMB @ HM DOOR

3" = 1'-0"8 JAMB @ NORTH WEST STOREFRONT

3" = 1'-0"4 12" WALL TO WALL CORNER EXPANSION JOINT PLAN DETAIL

1 1/2" = 1'-0"2 END OF WALL CONDITION AT PARAPET

BASEMENT

-16' - 3 1/2"

A

C

B

TR

B003A

09-20

8'

- 0

6"

06-01

09-01

01-B003A.0

BASEMENT

-16' - 3 1/2"

TR

B003A

E

06-01

26-04

09-01

05-03

09-18

BASEMENT

-16' - 3 1/2"

A

C

B

OPEN

TR

B003A

09-1809-18

09-19

05-03

BASEMENT

-16' - 3 1/2"

34 2

TR

B003A

09-01

06-0106-01

09-18

09-19

05-0305-03

EXISTING MASONRY WALL

8'

- 0

6"

LEVEL 1

-5' - 4"

A CB

TR

113C

E

06-01

09-01

05-0309-20

09-19

09-18

LEVEL 1

-5' - 4"

1 3 42

TR

113C

8'

- 0

6"

06-01

09-01

E

26-04

09-18

05-03

07-11

09-20

8'

- 0

6"

09-01

06-01

01-113B.0

LEVEL 1

-5' - 4"

AB

TR

113C

09-01

6" 8'

- 0

06-01

09-18

05-03

09-20

LEVEL 1

-5' - 4"

134 2

TR

113C

E

09-01

05-03

06-01

09-18

09-19

6" 8'

- 0

STOREFRONT WINDOW

EXISTING MASRONRY WALL

GYPSUM BOARD WRAPPED

STEEL COLUMNS

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:1

P M

01-AE-601

01-TR ELEVATIONS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

TMPTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

1/2" = 1'-0"3 TR B003A NORTH ELEVATION

1/2" = 1'-0"8 TR B003A EAST ELEVATION

1/2" = 1'-0"5 TR B003R SOUTH ELEVATION

1/2" = 1'-0"7 TR B003A WEST ELEVATION

1/2" = 1'-0"1 TR 113C NORTH ELEVATION

1/2" = 1'-0"6 TR 113C EAST ELEVATION

1/2" = 1'-0"4 TR 113C SOUTH ELEVATION

1/2" = 1'-0"2 TR 113C WEST ELEVATION

05-03 FIRE PROOFING AT STEEL STRUCTURE, SEE CODE

SUMMARY SHEET FOR UL DES NUMBER

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.

07-11 FIRE STOP SEAL AT PERIMETER OF BEAM PENETRATION

WITH APPROVED HILTI PRODUCTS

09-01 PAINT WALL ABOVE PLYWOOD WITH SEMI-GLOSS PAINT,

COLOR TO MATCH PLYWOOD PAINT.

09-18 6" HIGH COVED RUBBER WALL BASE, COLOR TO BE

SELECTED FROM MANUFACTURER'S STANDARD

SELECTION

09-19 EXTEND GYPSUM BOARD FURRING TO UNDERSIDE OF

FIREPROOFING

09-20 EXTEND GYPSUM BOARD FURRING TO UNDERSIDE OF

STRUCTURE, PROVIDE APPROVED HITI FIRE SEAL

26-04 ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS

KEYNOTES

LEVEL 2

8' - 1"

A B

TR

217C

09-20

06-01

09-18

09-01

09-19

LEVEL 2

8' - 1"

1 2

TR

217C

E

09-01

26-04

09-18

06-01

05-03

LEVEL 2

8' - 1"

AC B

01-217C.0

TR

217C

09-01

CLEAR

1' - 0"

05-03

07-11

06-01

09-18

6" 8'

- 0

09-20

LEVEL 2

8' - 1"

TR

217C

E

05-03

09-01

06-01

09-18

09-19

05-03

LEVEL 3

20' - 5"

A B

TR

315C

06-01

05-0309-20

09-19

09-18

LEVEL 3

20' - 5"

1 2

TR

315C

E

26-04

06-01

09-18

09-01 07-11

LEVEL 3

20' - 5"

AC B

CLEAR

1' - 0"

06-01

09-01

01-315C.0TR

315C

07-11

6" 8'

- 0

09-18

LEVEL 3

20' - 5"

TR

315C

E

05-0305-03

06-01

07-11

09-18

09-19

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:2

P M

01-AE-602

01-TR ELEVATIONS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

TMPTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

1/2" = 1'-0"2 TR 217C NORTH ELEVATION

1/2" = 1'-0"6 TR 217C EAST ELEVATION

1/2" = 1'-0"4 TR 217C SOUTH ELEVATION

1/2" = 1'-0"8 TR 217C WEST ELEVATION

1/2" = 1'-0"1 TR 315 NORTH ELEVATION

1/2" = 1'-0"5 TR 315C EAST ELEVATION

1/2" = 1'-0"3 TR 315C SOUTH ELEVATION

1/2" = 1'-0"7 TR 315 WEST ELEVATION

05-03 FIRE PROOFING AT STEEL STRUCTURE, SEE CODE SUMMARY

SHEET FOR UL DES NUMBER

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.

07-11 FIRE STOP SEAL AT PERIMETER OF BEAM PENETRATION

WITH APPROVED HILTI PRODUCTS

09-01 PAINT WALL ABOVE PLYWOOD WITH SEMI-GLOSS PAINT,

COLOR TO MATCH PLYWOOD PAINT.

09-18 6" HIGH COVED RUBBER WALL BASE, COLOR TO BE

SELECTED FROM MANUFACTURER'S STANDARD SELECTION

09-19 EXTEND GYPSUM BOARD FURRING TO UNDERSIDE OF

FIREPROOFING

09-20 EXTEND GYPSUM BOARD FURRING TO UNDERSIDE OF

STRUCTURE, PROVIDE APPROVED HITI FIRE SEAL

26-04 ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS

KEYNOTES

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

134 201-AE-502

01-AE-802

01-AE-802

01-AE-802

01-AE-802

01-AE-802

01-AE-504

01-AE-802

4 R

7"

2'

- 4

1' - 0" 3 T @ 11" = 2' - 9" 1' - 0"

6'

- 8

" C

LE

AR

M

IN

R

7"

6'

5"

6'

- 8

" C

LE

AR

M

IN

6'

- 8 " C

LE

AR

M

IN 1' - 0" 10 T @ 11" = 9' - 2" 1' - 0"

6'

- 8

" M

IN

C

LE

AR

1' - 0" 10 T @ 11" = 9' - 2" 1' - 0"

1' - 0" 2 T @ 11" = 1' - 10"

1' - 0"

5' - 6 3/8"

5' - 6 3/8"

1/2"

R

3/4

6'

2"

1/2"

1/2"

1/2"

3 R

7"

1'

- 9

WRAP STEEL BEAMS WITH

METAL STUD AND GYPSUM

BOARD

B-2

GYP-1

B-2

GYP-1

B-2

B-2

B-2

GYP-1

01-AE-802

2'

- 1

1"

LGALVANIZED STEEL GUARDRAIL AT 3 SIDES

OF ROOF HATCH, PAINT

01-315B.0

01-217B.0

01-113B.0

2-A6

LEVEL 1

-5' - 4"

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

A

D C

B

STAIRS

113B

STAIRS

217B

01-AE-802

01-AE-802

01-AE-802

01-AE-802

01-AE-802

01-B003B.0 01-B003A.0

2-A6

TR

113C

TR

217C

TR

315C

SIDE CAVITYSIDE CAVITY

SERVER RACK, SEE

TELECOM DRAWINGS

LEVEL 1

-5' - 4"

BASEMENT

-16' - 3 1/2"

LEVEL 2

8' - 1"

LEVEL 3

20' - 5"

ROOF LEVEL

32' - 0"

1/

2"

5"

4"

7"

STAIRS

113B

STAIR

B003B

STAIRS

217B

01-AE-801

1 3 42

01-AE-802

R-10 RIGID INSULATION

TO TOP OF FOOTING,

TYPICAL

01-AE-501

01-AE-802

01-AE-802

01-AE-802

01-AE-802

01-AE-802

01-AE-802

4' - 8 3/8"

4' - 8 3/8"

R

7'

0"

R

7/8

6'

1/

2"

1/2"

4' - 8 3/8"

4' - 9 1/2"

R

3/4

6'

2"

1/2"

1/2"

10 T @ 11" = 9' - 2"

11 T @ 11" = 10' - 1"

11 T @ 11" = 10' - 1"

6'

- 8

" C

LE

AR

M

IN

6'

- 8 " C

LE

AR

M

IN

6'

- 8

" C

LE

AR

M

IN

01-AE-802

1/2"

01-AE-802

EXISTING ROOF

OVEHANG WITH

GUTTER (NOT

SHOWN); DO NOT

DISTURB

ALUMINUM STOREFRONT WINDOWS

WITH CLEAR INSULATING GLASS

WALL CAVITY

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:2

P M

01-AE-801

01-STAIR SECTIONS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

AHTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

3/8" = 1'-0"3 STAIR SECTION

3/8" = 1'-0"2 STAIR SECTION 2

3/8" = 1'-0"1 STAIR SECTION 1

3/4" STEEL BRACKET WELDED TO

HANDRAIL AND GUARDRAIL POSTS

1 1/2" DIAMETER STEEL PIPE HANDRAIL @

36" ABV NOSING, WELDED TO STEEL

BRACKET

12" MC CHANNEL

1" DIAMETER STEEL RAILS, ALIGN WITH

GUARD RAIL

1 1/2" DIAMETER STEEL POSTS WELDED

TO STEEL STRINGER, PAINT.

1 1/2" DIAMETER STEEL GUARDRAIL WELDED

TO UPRIGHTS

METAL PAN STAIR AND

STRUCTURAL SUPPORTS

12" MC CHANNEL STRINGER, PAINT

EXPOSED STEEL METAL

PAN RISERS, PAINT

TYPICAL BRACKET DIMENSIONS AT

HANDRAIL / GUARDRAIL LOCATIONS

1.5 " M

IN

4" 2"

1" DIAMETER STEEL PIPE

BOTTOM RAIL, PAINT

3/4" DIAMETER STEEL

BALUSTERS @ 4" O.C., PAINT

2 1/4" MIN.

1' - 0"

4"

CHANNEL STAIR STRINGER PER

STRUCT, PNT EXPOSED FACES

CIP CONC TREAD

3" ABRASIVE NOSING, FULL WIDTH

OF TREAD W CONTRASTING

COLOR

STL PAN TREAD & RISER, PNT

EXPOSED FACES4"

FLOOR FINISH PER

FINISH SCHED

BEAM PER STRUCTURALC-CHANNEL END

CLOSURE PLATE

REF PLANS FOR GUARDRAIL TYPE

MAX

3 1/2"

MC12 x 31 STEEL CHANNEL

LANDING BEAM

STEEL ANGLE WELD TO STRUCTURE

STEEL STRINGER & SUPPORTS

COMPOSITE METAL DECK STAIR LANDING

COPE TOP LEG OF ANGLE AS REQUIRED

MC12 x 20.7 STEEL

STAIR STRINGER

3/16"

LANDING BEAM TO COLUMN

BEYOND, SEE STRUCTURAL

4"

REPLACEABLE ABRASIVE BAR

NOSING, NYSTROM P3.375E OR EQ

CONTROL JOINT MITERED STEEL STRINGER

SEE TYPICAL STAIR TREAD/RISER DETAIL THIS

SHEET FOR TYPICAL NOTES AND DIMENSIONS

5" x 5" x 3/8" x 5"L CONNECTOR

STEEL ANGLE

MC12 x 31 LANDING BEAM

3/8"

TYP.

COMPOSITE METAL

DECK STAIR LANDING

C CHANNEL STAIR STRINGER

CONTROL JOINT

3 x 3 x 3/8" STEEL ANGLE

1/8" STEEL CLOSURE PLATE

WELD TO STRINGER

SMOOTH WELDS AT MC

CHANNEL INTERFACES

STEEL BEAM AND ANGLES,

SEE STRUCTURAL

BENT METAL PAN, WELD TO

STRUCTURAL SUPPORT 3/16"

3" x 3" x 1/4" CONTINUOUS

STEEL ANGLE

5" x 5" x 3/8" x 5"L CONNECTION

STEEL ANGLE

MC12 x 20.7 STAIR

STRINGER, TYP.

3/8"

TYP.

STEEL MC12 x 20.7 CHANNEL, PAINT

STEEL BEAM

AND ANGLE

SUPPORT, SEE

STRUCTURAL

DRAWINGS

1" DIAMETER STEEL PIPE

BOTTOM RAIL, PAINT

1 1/2" DIAMETER STEEL PIPE

TOP RAIL, AND VERTICAL

POSTS, PAINT

1" DIAMETER STEEL PIPE

INTERMEDIATE RAIL, PAINT

3/4" DIAMETER STEEL

BALUSTERS @ 4" O.C.,

PAINT

3/16" 3-12

CHANNEL

TO ANGLE

2'

- 5

1/ 4"

4" 4"

3'

- 6

" 3'

- 2

4"

METAL DECK, REF STRUCT

MC12 x 20.7 STEEL

CHANNEL

COMPOSITE METAL

DECK STAIR LANDING

2" x 2" x 1/4" STEEL ANGLES

AT 24" O.C.

4"

1/2"

2" x 2" BREAK METAL, FASTENED

TO CHANNEL, PAINTED

WALL, WHERE OCCURS

3" x 3" x 3/8" STEEL ANGLE

SUPPORT

METAL PAN STAIR, PAINT EXPOSED

SURFACES

SEALED CONC TREADS

STEEL STRINGER & SUPPORTS

REPLACEABLE ABRASIVE BAR

NOSING, NYSTROM P3.375E OR EQ

RE

F

SE

CT

IO

NS

VA

RI

ES

11" 1"

01-AE-802

1 1/4" x 1 1/4" x 3/16" ANGLE WELDED TO

STRINGER

WELD C-CHANNEL CLOSURE

PLATE AT END OF STRINGER

12" STEEL CHANNEL STRINGER, PAINT

3" x 3" x 1/2" x 6'L STEEL ANGLE WITH (2) 1/2" DIAMETER x 4"L EXPANSION ANCHORS

CONCRETE FILLED METAL PAN STAIRS,

TYPICAL

THICKENED SLAB AT STAIR LANDING,

SEE STRUCTURAL

SLAB ON GRADE, SEE

STRUCTURAL

MAX

3 1/2"

5/8" GYPSUM BOARD, PAINT

1 1/2" DIAMETER PIPE HANDRAIL,

PAINT; RETURN ENDS TO WALL AND

WITH WELDED CLOSURE END.

2x_ WOOD

BLOCKING

SECURE BRACKET WITH (1)

1/2" DIAMETER BOLT

1/4" STEEL

PLATE BRACKET

2'

- 1

0"

2 1/4" MIN.

1 1/2"

VA

RI

ES

TOP OF STAIR NOSING

NOTES:

1. GRIND ALL WELDS SMOOTH, REMOVE ALL BURRS

2. DETAIL APPLIES TO ALL STAIRS AND RAMPS AS INDICATED IN DRAWINGS.

3. ALL STEEL FABRICATIONS TO BE FACTORY WELDED TO GREATEST

EXTENT POSSIBLE, FACTORY PRIMED AND FIELD PAINTED

4. EASE ALL STEEL BAR CORNERS, REMOVE SHARP EDGES IN THEIR

ENTIRETY.

WALL MOUNTED

BRACKET ELEVATION

1 1 /2"

M

IN

3" x 3" x 3/8" STEEL DECK

STRUCTURE SUPPORT

MC12 x 20.7 STEEL CHANNEL

METAL PAN STAIR TREAD

2" x 2" x 1/4" STEEL ANGLES AT 24" O.C.

4"

1/2"

2" x 2" x 16 GA BREAK METAL, FASTENED TO CHANNEL, PAINTED

WALL, WHERE OCCURS

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:3

P M

01-AE-802

01-STAIR DETAILS

GDM

1000 W STEUBEN STR, UNIT 3

BINGEN,WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

AH/LMTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

1 1/2" = 1'-0"10 SECTION DETAIL BETWEEN STAIR RUNS

1 1/2" = 1'-0"2 STAIR DETAIL - TREAD @ LANDING/UPPER FLOOR

1 1/2" = 1'-0"4 DETAIL AT LANDING - DOWN

1 1/2" = 1'-0"7 DETAIL AT LANDING - UP

1 1/2" = 1'-0"5 STAIR AT COMPOSITE FLOOR DECK DETAIL

1 1/2" = 1'-0"11 GUARD RAIL AT BULKHEAD DETAIL

1 1/2" = 1'-0"1 TYPICAL LANDING PERIMETER

1 1/2" = 1'-0"8 TYPICAL STAIR TREAD/RISER DETAIL

1 1/2" = 1'-0"6 STAIR AT FLOOR SLAB DETAIL

1 1/2" = 1'-0"9 HANDRAIL DETAIL

1 1/2" = 1'-0"3 TYP STAIR STRINGER DETAIL

UP

UP

UP

J

J J

UP

UP

UP

J

J

J

W

AP

FLOOR PLAN NOTES

1. SEE G SERIES SHEETS FOR BALANCE OF FLOOR PLAN GENERAL

NOTES.

2. REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS

FOR ADDITIONAL INFORMATION. ALL INFORMATION REGARDING

EXISTING CONDITIONS IS BASED UPON OWNER-SUPPLIED

DOCUMENTS AND MAY NOT PRECISELY REFLECT FIELD CONDITIONS.

3. PROVIDE ALL BACKING FOR MILLWORK, GRAB BARS, AND ANY AND

ALL WALL MOUNTED EQUIPMENT OR ACCESSORIES; COORDINATE

LOCATIONS.

4. ALL DIMENSIONS ARE FROM STRUCTURAL OR UNFINISHED FACE OF

STUD, UNLESS OTHERWISE NOTED.

5. PROVIDE A SMOOTH AND LEVEL FINISH FLOOR, TYP. PATCH AND

REPAIR ALL INCONSISTENCIES IN FLOOR ELEVATIONS.

6. PATCH AND REPAIR ANY / ALL WALL SURFACES AS REQUIRED TO

PROVIDE SUITABLE SUBSTRATE FOR FINISHES.

7. REFER TO DOOR AND FRAME SCHEDULE FOR DOORS REQUIRING ADA

ACCESS CONTROL.

8. PROVIDE ACOUSTICAL SEALANT AROUND WALL EDGES, TOP AND

BOTTOM, AND PENETRATIONS, AND INSTALL PUTTY PADS AROUND

ELECTRICAL BOXES WHERE PARTITION CONTAINS ACOUSTICAL

INSULATION.

9. ALL TELECOMMUNICATION ROOMS ARE TO HAVE EXPOSED

STRUCTURE UNLESS NOTED OTHERWISE, NO CEILINGS SPECIFIED.

SITE LEGEND

TRUE

NORTH

PLAN

NORTH

ELEV EQUIP

SB8

COMPRESSOR

ROOM

SB8A

FREZZER

SB7

FREZZER

SB1

ELEVATTOR

EQUIPMENT

SB2

REFRIGERATIOR

SB3STORAGE

SB5

EMS

STORAGE

SB6A

STORAGE

SB6

CORIDOOR

SB9

CORIDOOR

SB10

09-12

TR

B1BELEC.

B2

HOUSEKEEPING

B1

BAGGAGE

ROOM

B1A

VESTIBULE

B1C

CORIDOOR

B8

STOR

B33

OFFICE

B3H

OFFICE

B3I

ORGANIZATIONAL

IMPROVEMENT

Room

SB16

Room

SB17

HAC

B7

OFFICE

B3E

OFFICE

B3D

STORAGE

B3C

OFFICE

B3B

LOCKER

ROOM

B3A

TOILET

B4AFEMALE

LOCKER

AREA

B4B

STORAGE

B4D

VENDING

ROOM

B4

STOR

B4C

CORIDOOR

B7

B5

CORIDOOR

SB31

B8

02-AE-601

09-2109-05 09-12

09-1209-12

09-12

09-1209-12

09-12 09-12

09-12

09-12

10-02

DINING AREA

MECHANICAL

ROOM

KITCHEN

OFFICE &

STORAGE

101A

REFRIGERATOR

101B

DIETETICS

OFFICE

101D

KITCHEN

101E

09-12

09-12

09-12

09-12

TR

CLASSROOM

CLASSROOM

CLASSROOM

ADDICTION

THERAPIST

ADDICTION

THERAPIST

SOCIAL

WORKER

ADDICTION

THERAPIST

SECETARY

OFFICE

PHYSICIANS

OFFICE

SATP OFFICE

OFFICE

WOMEN'S

RESTROOM

MEN'S

RESTROOM

HVAC

CORIDOOR

ELEVATOR

EL

C O

R

ID

O O

R

02-AE-601

09-05

09-12 09-12 09-12

09-12 09-12

09-1209-12

09-12

09-21

FLOOR PLAN LEGEND

CARD READER, REF TELECOM DRAWINGS

DATA PORT, REF TELECOM DRAWINGS

OUTLET, REF ELEC DRAWINGS

WIRELESS ACCESS POINT, REF TELECOM

DRAWINGS

ELEC PANEL, REF ELEC DRAWINGS

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:5

P M

02-AE-200

02-FLOOR PLANS

GDM

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

AH/LMTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

KEYNOTES

1/8" = 1'-0"2 BUILDING 2 SUB-BASEMENT FLOOR

PLAN

NORTH

1/8" = 1'-0"1 BUILDING 2 BASEMENT FLOOR

PLAN

NORTH

PLAN

NORTH

09-05 CONTRACTOR TO REMOVE EXISTING TILES AS NECESSARY FOR

INSTALLATION OF NEW PLUMBING LINES; REINSTALL CEILINGS

AND DEVICES TO MAINTAIN ORIGINAL CONDITIONS

09-12 CUT NEW DATA DROPS IN EXISTING WALL AS PART OF PHASED

TELECOMM. WORK; CONTRACTOR TO FAMILIARIZE WITH WALL

TYPES IN PROJECT AND COORDINATE APPROPRIATE TRADES AS

REQUIRED TO PROVIDE A FINISHED AND ACCEPTABLE

APPEARANCE. COORDINATE WORK WITH LOCATIONS AS

INDICATED IN TELECOMM DRAWINGS.

09-21 REMOVE AND RE-INSTALL CEILING TILES AND OTHER CEILING

MOUNTED DEVICES AS NEEDED FOR INSTALLATION OF CABLES

AND CONDUITS ABOVE CEILING AS PER TELECOM DRAWINGS,

REPLACE ALL DAMANGED TILES TO MATCH EXISTING AND

REINSTALL ALL DEVICES AS NEEDED. DO NOT LEAVE CEILING

TILES UNINSTALLED AND UNATTENDED PAST DURATION OF

WORKING SHIFT. CONTINUOUSLY REINSTALL TILES TO PROVIDE

SEALED SMOKE ASSEMBLY.

10-02 CONTRACTOR TO VERIFY LOCATION OF FIRE EXTINGUISHER

CABINET NOT MORE THAN 75' FROM TR ROOM

1/8" = 1'-0"3 BUILDING 2 FIRST FLOOR

1/8" = 1'-0"4 BUILDING 2 SECOND FLOOR PLAN

PLAN

NORTH

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

24" 18" 12" 6" 24" 48"0"

O S

J J

O S

O S

J

J

W

AP

BUILDING 2 BSMT PLAN

90' - 0"

BASEMENT

90' - 0"

8'

- 0

6"

26-04

06-01

TR

B1B

09-01

09-18

BUILDING 2 BSMT PLAN

90' - 0"

BASEMENT

90' - 0"

TR

B1B

8'

- 0

6"

06-01

09-01

09-18

BUILDING 2 BSMT PLAN

90' - 0"

BASEMENT

90' - 0"

TR

B1B

26-04

06-01

8'

- 0

6"

09-01

09-18

BUILDING 2 BSMT PLAN

90' - 0"

BASEMENT

90' - 0"

02-B1B.0

TR

B1B

6" 8'

- 0

06-01

09-01

09-18

CLEAR

1' - 0"

BUILDING 2 SECOND FLOOR

114' - 2"

SECOND FLOOR

114' - 2"

TR

8'

- 0

6"

06-01

09-01

09-01

09-18

BUILDING 2 SECOND FLOOR

114' - 2"

SECOND FLOOR

114' - 2"

TR

8'

- 0

6"

06-01

09-18

09-01

BUILDING 2 SECOND FLOOR

114' - 2"

SECOND FLOOR

114' - 2"

TR

02-222.0

26-04

06-01

6" 8'

- 0

06-01

09-01

CLEAR

1' - 0"

09-18

BUILDING 2 SECOND FLOOR

114' - 2"

SECOND FLOOR

114' - 2"

6" 8'

- 0

26-04

06-01

09-01

09-18

138 SF

TR

B1B

VESTIBULE

B1C

02-B1A.0

02-B1-1.0

A-3

A-3 BAGGAGE

ROOM

B1A

02-B1B.0

06-01

08-01

09-02

06-01

06-01

09-02

26-01

ALIGN

ALIGN

EXISTING COLUMN

NE

W

FL

OO

RIN

G

EX

IST

. F

LO

OR

ING

09-06

EXISTING WALL CONSTRUCTION

22-01 22-01

26-03

26-02

02-AE-601

26-04

CL

EA

R

3'

- 0

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

24"18"12"6"24"48" 0"

09-29

09-18

09-18

09-18

EXISTING FLOOR

NEW FLOOR

NEW FLOOR

EXISTING FLOOR

RELOCATED DOOR

AND HARDWARE,

PAINT

PROVIDE METAL STUD FRAMED,

GYPSUM BOARD CEILING IN

VESTIBULE B1C, FINISH CEILING

1" ABOVE APEX OF ARCH

A-3

02-222.0

94 SF

TR

02-07

08-01

06-01

06-01

06-0106-01

09-02

22-01

09-03

26-01

6'

- 7

1/ 2"

09-10

09-10

NE

W

FL

OO

RIN

G

EX

IST

. F

LO

OR

ING

26-04

3' - 0" 3' - 0"

02-AE-6012

26-03

26-02

08-03

09-02

8' - 2 1/8"

09-33

CLASSROOM

Room

CORIDOOR

02-222.0

B-3

B-3

FLOOR PLAN NOTES

1. SEE G SERIES SHEETS FOR BALANCE OF FLOOR PLAN GENERAL

NOTES.

2. REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS

FOR ADDITIONAL INFORMATION. ALL INFORMATION REGARDING

EXISTING CONDITIONS IS BASED UPON OWNER-SUPPLIED

DOCUMENTS AND MAY NOT PRECISELY REFLECT FIELD CONDITIONS.

3. PROVIDE ALL BACKING FOR MILLWORK, GRAB BARS, AND ANY AND

ALL WALL MOUNTED EQUIPMENT OR ACCESSORIES; COORDINATE

LOCATIONS.

4. ALL DIMENSIONS ARE FROM STRUCTURAL OR UNFINISHED FACE OF

STUD, UNLESS OTHERWISE NOTED.

5. PROVIDE A SMOOTH AND LEVEL FINISH FLOOR, TYP. PATCH AND

REPAIR ALL INCONSISTENCIES IN FLOOR ELEVATIONS.

6. PATCH AND REPAIR ANY / ALL WALL SURFACES AS REQUIRED TO

PROVIDE SUITABLE SUBSTRATE FOR FINISHES.

7. REFER TO DOOR AND FRAME SCHEDULE FOR DOORS REQUIRING ADA

ACCESS CONTROL.

8. PROVIDE ACOUSTICAL SEALANT AROUND WALL EDGES, TOP AND

BOTTOM, AND PENETRATIONS, AND INSTALL PUTTY PADS AROUND

ELECTRICAL BOXES WHERE PARTITION CONTAINS ACOUSTICAL

INSULATION.

9. ALL TELECOMMUNICATION ROOMS ARE TO HAVE EXPOSED

STRUCTURE UNLESS NOTED OTHERWISE, NO CEILINGS SPECIFIED.

FLOOR PLAN LEGEND

CARD READER, REF TELECOM DRAWINGS

DATA PORT, REF TELECOM DRAWINGS

OUTLET, REF ELEC DRAWINGS

WIRELESS ACCESS POINT, REF TELECOM

DRAWINGS

ELEC PANEL, REF ELEC DRAWINGS

U.S. Department of Veterans Affairs

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FLS

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

B

IM

/2

V

A M e d ic a l C e n te r

H o t S p ri n g s S

D /2

B

L D

G r2

.r v t

/3

/2

:2

:5

P M

02-AE-601

02-ENLARGED TR PLANS &

INTERIOR ELEVATIONSGDM

1000 W STEUBEN ST, UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GOODIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

HOT SPRINGS, SOUTH DAKOTA

568A4-21-702

Project Director

TMPTMP02/23/2022

100% CD FINAL SOLUTIONARCHITECTA/E:

FULLY SPRINKLERED

1/2" = 1'-0"3 TR B1B WEST ELEVATION

1/2" = 1'-0"5 TR B1B NORTH ELEVATION

1/2" = 1'-0"8 TR B1B EAST ELEVATION

1/2" = 1'-0"10 TR B1B SOUTH ELEVATION

1/2" = 1'-0"2 TR 222 NORTH ELEVATION

1/2" = 1'-0"4 TR 222 EAST ELEVATION

1/2" = 1'-0"7 TR 222 SOUTH ELEVATION

1/2" = 1'-0"9 TR 222 WEST ELEVATION

1/2" = 1'-0"1 BUILDING 2 ENLARGED BASEMENT TELECOM ROOM

1/2" = 1'-0"6 BUILDING 2 ENLARGED SECOND FLOOR TELECOM ROOMPLAN

NORTH

KEYNOTES

02-07 CORE DRILL EXISTING WALL AND PREPARE FOR PLUMBING PIPE

INSTALLATION; COORDINATE WITH MECHANICAL DRAWINGS;

SEA…