Att 5 FTH Relocation of Telecommunications Closets Map Drawings Vol 1 Pt 2.pdf

PROJECT SITE

VA MEDICAL CENTER

FORT HARRISON, MT

MONTANA STATE MAP

MONTANA

PROJECT SITE

VA MEDICAL CENTER

FORT HARRISON, MT

PROJECT REGION MAP

PROJECT SITE

VA MEDICAL CENTER

FORT HARRISON, MT

PROJECT LOCATION MAP

HELENA, MT

PROJECT SITE

VA MEDICAL CENTER

FORT HARRISON, MT

PROJECT SITE MAP

VA MEDICAL CENTER

FORT HARRISON, MT

NORTH

154A

16A

154B

154-115

PROPOSED ALTERNATE LAYDOWN YARD.

SUBJECT TO CHANGE BY THE VA

PROPOSED LAYDOWN YARD,

SUBJECT TO CHANGE BY THE VA

PROJECT KEY PLAN

MONTANA VA HEALTHCARE SYSTEM

ROCKY MOUNTAIN NETWORK 19

3687 VETERANS DRIVE | FORT HARRISON, MT 59636

PROJECT

NORTH

NORTH

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

F t H a rr is o n

M T

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G e n e ra l In fo r2

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:4

P

M

00-GI-004

PROJECT LOCATION MAPS &

CAMPUS PLANGDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GODDIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

FORT HARRISON, MONTANA

436-21-700

GEN INFO

Project Director

JPRTMP05/20/2022

100% CONSTRUCTION

DOCUMENTS

ARCHITECTA/E:

N.T.S.

PROJECT CAMPUS PLAN

Revisions: Date:

1 5/8" (1)

2 1/2" (2)

3 5/8" (3)

6" (6)

A SERIES PARTITION (GWB BOTH SIDES)

A

1 5/8" (1)

2 1/2" (2)

3 5/8" (3)

6" (6)

9 5/8" (10)

A-6

FIN. FLOOR, TYP

UNDERSIDE OF DECK

OR BEAM ABOVE, TYP

CONT SEALANT

BOTH SIDES, TYP

(FIRE RATED SEALANT AT

RATED WALLS)

SYMBOL:

CONT SEALANT

BOTH SIDES, TYP

STUD SIZE

(w/ INHERENT FIRE RATING, IF ANY)

WALL TYPE

METAL STUD w/

5/8" GWB EACH SIDE

SLIP TRACK

BATT INSULATION or SOUND

BATTS (WHERE REQ'D)

2A-6

FIN. FLOOR, TYP

UNDERSIDE OF DECK

OR BEAM ABOVE, TYP

FIRE RATED CONT SEALANT

BOTH SIDES, TYP

SYMBOL:

CONT SEALANT

BOTH SIDES, TYP

STUD SIZE

(w/ INHERENT FIRE

RATING)

WALL TYPE

METAL STUD w/

5/8" GWB EACH SIDE

SLIP TRACK

BATT INSULATION or SOUND

BATTS (WHERE REQ'D)

1A-6or

B SERIES PARTITION (GWB 1-SIDE)

B

C SERIES PARTITION (CONC)

C

M SERIES PARTITION (CMU)

M

NOT-RATED or 1-HOUR RATING UL DES U465 (MTL) 2-HOUR RATING UL DES U411 (MTL)

1 5/8" (1)

2 1/2" (2)

3 5/8" (3)

6" (6) B-6

FIN. FLOOR, TYP

UNDERSIDE OF DECK

OR BEAM ABOVE, TYP

CONT SEALANT,

TYP

SYMBOL:

CONT SEALANT,

TYP

STUD SIZE

WALL TYPE

METAL STUD w/

5/8" GWB 1-SIDE

SLIP TRACK

BATT INSULATION or SOUND

BATTS (WHERE REQ'D)

NOT-RATED (MTL)

TOP OF

WALL

CAST IN

PLACE

CONC

TOP OF

WALL

CONCRETE

MASONRY

UNITS (CMU)

12" (12)

7 5/8" (8)10" (10)

5 5/8" (6)8" (8)

3 5/8" (4)6" (6)

C-8

SYMBOL:

WALL TYPE

STUD SIZE

(w/ INHERENT FIRE RATING, IF ANY)

2A-6

SYMBOL:

STUD SIZE

(w/ INHERENT FIRE RATING, IF ANY)

WALL TYPE

VERTICAL ASSEMBLIES

1A-3CorA-3Cor

INDICATES WALL

BUILT ON TOP OF

CONCRETE STEM

CONCRETE SLAB ON GRADE,

REF STRUCTURAL

15 MIL. VAPOR PERMEABLE

AIR BARRIER

UNDERSLAB PER

GEO-TECHNICAL REPORT

FLOOR ASSEMBLY

F1

FLOOR ASSEMBLY

F2

FLOOR ASSEMBLY

F3

FLOOR ASSEMBLY

F4

METAL DECK,

REF STRUCTURAL

STEEL JOIST,

REF STRUCTURAL

CAST IN PLACE

CONCRETE

EPDM ROOFING SYSTEM

METAL DECK,

REF STRUCTURAL

1/2" SUBSTRATE BOARD

STEEL JOIST,

REF STRUCTURAL

(2) LAYERS POLYISOCYANURATE

INSULATION BOARD, STAGGER

JOINTS, 6" MIN

1/2" COVER BOARD

WOOD DECK,

REF STRUCTURAL

STEEL JOIST,

REF STRUCTURAL

CAST IN PLACE

CONCRETE

WOOD DECK,

REF STRUCTURAL

WOOD JOIST,

REF STRUCTURAL

CAST IN PLACE

CONCRETE

FLOOR ASSEMBLY

F5

WOOD SUB-FLOOR,

REF STRUCTURAL

WOOD JOIST,

REF STRUCTURAL

FINISH FLOOR

ROOF ASSEMBLY

R1

HORIZONTAL ASSEMBLIES

EXAMPLE: = 2-HOUR FIRE RATING (PER UL DESCRIPTION)

TYPE 'A' WALL

WITH 6" STUDS

TILE BACKER BOARD ( T )

ADDITIONAL WALL COMPONENTS:

L - LOW WALL

P - PARTIAL HEIGHT

S - SOUND BATTS

T - TILE BACKER BOARD

V - VAPOR PERMEABLE AIR BARRIER

W - WET WALL

C - WALL SITS ON CONC CURB

TYPE (A - Z)

STUD/MATERIAL

WIDTH

2 A - 6 T

FIRE RATING

2A-6T

WALL TYPE TAG LEGEND

NON-LIFTABLE

EPDM WASHERED FASTENER AS REQUIRED

GALVANIZED ANNULAR RING SHANK NAILS (3" O.C.)

ALUMINUM TERMINATION /

RESTRAINT BAR, FASTENED

WITH APPROVED

FASTENERS (8" O.C.)

WOOD CURB CONSTRUCTION

INSULATION ATTACHED

PER SPECIFICATION

REQUIREMENTS

MEMBRANE

HOT AIR WELD

ROOF TOP UNIT OR SKYLIGHT

8" MIN.

MEMBRANE FLASHING ADHERED IN FTR #

201 OR #190e ADHESIVE

PREMOLDED CORNER

FLASHING (FULLY

ADHERED)

METAL COUNTERFLASHING,

FASTEN W WASHERED FASTENERS

(12" O.C.)

MECHANICAL UNIT

SEALANT BEHIND TOP

OF FLASHING

STEEL CHANNEL AT

PERIMETER OF OPENING

SEALANT AS RECOMMENDED

BY ROOF MANUFACTURER

STAINLESS STEEL CLAMPING

RING

1-1/2" MIN. HOT AIR WELD

8" M

IN

1"

1" TO 12" DIA.

NOTES:

1. TEMPERATURE OF PIPE MUST NOT EXCEED 180°F.

2. NON-REINFORCED MEMBRANE FLASHING

WRAPPED AROUND PIPE SHALL HAVE 1 1/2" WIDE

MIN VERTICAL HOT AIR WELD.

ROOFING MEMBRANE

PER SPECIFICATION

2"

NON-REINFORCED FLASHING

MEMBRANE, APPLY HEAT TO

FLASHING AND HAND-FORM PRIOR

TO HOT AIR WELDING

ROOF SYSTEM

PER ROOF

TYPES

NOTES:

1. MEMBRANE SPLICE PROCEDURE IS FOR SPLICES BETWEEN CURED ROOF MEMBRANE SECTIONS

2. FOR TYPICAL MEMBRANE SPLICING PROCEDURES REFER TO THE APPLICABLE ROOFING SYSTEM

INSTALLATION SPECIFICATION IN PART 2.

3. APPLY SPLICING CEMENT OVER ENTIRE 1 1/2" MIN. SPLICE AREA PRIOR TO APPLICATION OF IN-

SEAM SEALANT.

4. IN-SEAM SEALANT SHALL BE CONTINUOUS ALONG THE LENGTH OF THE SPLICE

5. MAINTAIN A CONTINUOUS BEAD OF IN-SEAM SEALANT AT AL MEMBRANE SPLICES; ESPECIALLY AT

SPLICE INTERSECTIONS.

MIN. 1-1/2"W HOT AIR WELD

APPROX. 1/8" DIA. BEAD

OF EDGE SEALANT REQ'D

ON CUT EDGES OF

REINFORCED MEMBRANE

SEAM PLATE

6" T

Y P

ROOFING MEMBRANE

1/4" PROTECTION BOARD

1/2" MIN.

4 1/2" MIN.

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

F t H a rr is o n

M T

/2

G e n e ra l In fo r2

.r v t

/2

/2

:2

:4

P

M

00-GI-005

PROJECT ASSEMBLY TYPES AND

TYPICAL ROOF DETAILSGDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GODDIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

FORT HARRISON, MONTANA

436-21-700

GEN INFO

Project Director

JPRTMP05/20/2022

100% CONSTRUCTION

DOCUMENTS

ARCHITECTA/E:

6" = 1'-0"16

ROOF CURB DETAILS

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

ROOF MEMBRANE AND LAP PENETRATION DETAILS

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

F t H a rr is o n

M T

/2

G e n e ra l In fo r2

.r v t

/2

/2

:2

:4

P

M

00-GI-005.1

UL ASSEMBLIES

GDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GODDIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

FORT HARRISON, MONTANA

436-21-700

GEN INFO

Project Director

TMPTMP05/20/2022

100% CONSTRUCTION

DOCUMENTS

ARCHITECTA/E:

DESIGN/SYSTEM/CONSTRUCTION/ASSEMBLY USAGE DISCLAIMER FOR UL DESIGNATIONS NOTED

1. AUTHORITIES HAVING JURISDICTION SHOULD BE CONSULTED IN ALL CASES AS TO THE PARTICULAR REQUIREMENTS COVERING THE INSTALLATION AND USE OF UL CERTIFIED PRODUCTS, EQUIPMENT, SYSTEM, DEVICES, AND MATERIALS.

2. AUTHORITIES HAVING JURISDICTION SHOULD BE CONSULTED BEFORE CONSTRUCTION.

3. FIRE RESISTANCE ASSEMBLIES AND PRODUCTS ARE DEVELOPED BY THE DESIGN SUBMITTER AND HAVE BEEN INVESTIGATED BY UL FOR COMPLIANCE WITH APPLICABLE REQUIREMENTS. THE PUBLISHED

INFORMATION CANNOT ALWAYS ADDRESS EVERY CONSTRUCTION NUANCE ENCOUNTERED IN THE FIELD.

4. WHEN FIELD ISSUES ARISE, IT IS RECOMMENDED THE FIRST CONTACT FOR ASSISTANCE BE THE TECHNICAL SERVICE STAFF PROVIDED BY THE PRODUCT MANUFACTURER NOTED FOR THE DESIGN.

USERS OF FIRE RESISTANCE ASSEMBLIES ARE ADVISED TO CONSULT THE GENERAL GUIDE INFORMATION FOR EACH PRODUCT CATEGORY AND EACH GROUP OF ASSEMBLIES. THE GUIDE INFORMATION INCLUDES SPECIFICS CONCERNING ALTERNATE MATERIALS AND ALTERNATE METHODS OF CONSTRUCTION.

5. ONLY PRODUCTS WHICH BEAR UL'S MARK ARE CONSIDERED CERTIFIED.

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

F t H a rr is o n

M T

/2

G e n e ra l In fo r2

.r v t

/2

/2

:2

:4

P

M

00-GI-005.2

UL ASSEMBLIES

GDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GODDIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

FORT HARRISON, MONTANA

436-21-700

GEN INFO

Project Director

TMPTMP05/20/2022

100% CONSTRUCTION

DOCUMENTS

ARCHITECTA/E:

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

F t H a rr is o n

M T

/2

G e n e ra l In fo r2

.r v t

/2

/2

:2

:4

P

M

00-GI-005.3

UL ASSEMBLIES

GDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GODDIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

FORT HARRISON, MONTANA

436-21-700

GEN INFO

Project Director

TMPTMP05/20/2022

100% CONSTRUCTION

DOCUMENTS

ARCHITECTA/E:

A - FLUSH B - LOUVERED C - NARROW LITE D - VISION LITE E - HALF GLASS F - FULL GLASS

DOOR PANEL TYPE ELEVATIONS

A B - MASONRY C D - MASONRY E

6"

2"

SCHEDULE

SEE 2" 3' - 0" 2"

DOOR FRAME TYPE ELEVATIONS

METAL STUD WALL

ANCHOR LOCATION

H FRAME, PAINT

FINISH FLOOR

CEILING TRACK

3/4" CHANNEL - WELD

OR SADDLE TIE TO

EACH STUD

DOUBLE STUDS AT DOOR JAMBS

(ADD THIRD STUD ABOVE DOOR

HEAD FOR G.B. CONTROL JT. PER

ARCHITECT'S DESIGN

REQUIREMENTS)

WOOD STUDS AT 16" O.C.

FLOOR TRACK

DOOR FRAME

ANCHORS

NOTE: LOCATE JAMB ANCHORS

ABOVE HINGE REINFORCEMENT

AND JUST BELOW TOP

REINFORCEMENT - CLIPS ON

STRIKE SIDE OCCUR DIRECTLY

OPPOSITE OF THOSE ON THE HINGE

SIDE

METAL STUD ANCHOR SECTIONHOLLOW METAL FRAME ELEVATION

/2

2'

2'

2'

8"

3'

3'

3'

3'

1"

CENTERLINE OF

DEADLOCK

CENTERLINE OF HOSPITAL

PUSH-PULL PLATE

CENTERLINE OF PUSH-PULL

BAR AND PULL

CENTERLINE OF

LEVER HANDLE ON

LOCK OR LATCH AND

CROSS BAR ON FIRE

EXIT DEVICE

FINISHED FLOOR

GYPSUM WALLBOARD ON

METAL STUDS - SEE

PARTITION TYPES

PLAM DOOR

HOLLOW METAL FRAME JAMB,

PROFILE AS SCHEDULED

1/ 2"

T H

IC

K

N E

S S

P A

R T

IT

IO

N 1/

2"

CONTINUOUS SEALANT AT

PERIMETER OF FRAME

SEAL PERIMETER OF FRAME

JAMB ANCHOR

2"

FINISHED FACE OF

INTERSECTING PARTITION

NOTE: SEE DETAIL FOR ANCHORING LOCATIONS

1/2"1/2"

THICKNESS

PARTITION

SEALANT AT

PERIMETER OF JAMB,

BOTH SIDES

DOOR SLAB

TYPICAL HEAD

FRAMING STEEL TRACK

FRAME HEAD AS

SCHEDULED PROFILE

SEE PARTITION TYPES DOUBLE STUDS NESTED IN STEEL

TRACK TOP AND BOTTOM AT

OPENINGS OVER 3'-6" WIDE

1/8" MIN. + CLEAR WIDTH DIMENSION

SEALANT AT PERIMETER

OF JAMB, BOTH SIDES

DOOR SLAB

SHIM

DOUBLE METAL STUDS

FRAME JAMB AS SCHEDULED PROFILE

SEE PARTITION TYPES

THICKNESS

PARTITION

HOLLOW METAL FRAME

GYPSUM WALLBOARD ON METAL

STUDS - SEE PARTITION TYPES

PLAM DOOR

HOLLOW METAL FRAME JAMB,

PROFILE AS SCHEDULED

1/ 2"

T H

IC

K

N E

S S

P A

R T

IT

IO

N 1/

2"

SEALANT

SEAL PERIMETER OF FRAME

NON-RATED CORNER

JAMB ANCHOR

PLAM DOOR

HOLLOW METAL FRAME JAMB,

PROFILE AS SCHEDULED

1/ 2"

T H

IC

K

N E

S S

P A

R T

IT

IO

N 1/

2"

SEALANT

SEAL PERIMETER OF FRAME

JAMB ANCHOR

RATED CORNER

CONTINUOUS GYPSUM BOARD

TO MAINTAIN INTEGRITY OF

RATED ASSEMBLY

2"

TAPERED VINYL

EDGE STRIP

NOTE: CENTER SEAMS AND/OR VINYL EDGE STRIPS UNDER DOOR UNLESS OTHERWISE NOTED.

LC

VCT/SHT.V.

DOOR

CARP. TYPE 1

DOOR

DOOR

VCT/SHT.V.

VCT

CARP.

SEAM UNDER

DOOR

CARP. TYPE 2

CONC. FL.

SHT.V.

SEAM UNDER

DOOR

CONC.

DOORVINYL EDGE

STRIP

FEATHER LEVELING

COMPOUND TO PROVIDE OF

FLUSH TRANSITION

DOOR

MTL TRANS.

STRIP

CERAMIC. TILE

DOOR

VCT

VINYL EDGE

STRIP

CARP.

20"

DOOR

CERAMIC. TILE

TRANS STRIP

MTL. TRANS. STRIP

FEATHER LEVELING

COMPOUND TO PROVIDE

OF FLUSH TRANSITION

CARPET

LC

20"

JAMB / HEAD DETAIL

2" 5/8"

1/ 2"

T H

IC

K

N E

S S

P A

R T

IT

IO

N 1/

2"

/1 6"

9/

ALL WELDED CLOSURE

PLATE A EXPOSED ENDS

APPLIED GLAZING STOP

WHERE REQUIRED

ROUND HANGER

WIRE HOLE

12 GAUGE WIRE

HANGER WIRES - 3 TIGHT TURNS

BRACING WIRES - 4 TIGHT TURNS

BOTH ENDS OF WIRE

1/

2"

NOTE:

SEE DETAIL FOR

CONNECTIONS OF BRACING AND

HANGER WIRES TO STRUCTURE

ABOVE

TYPICAL: 12 GA. VERTICAL HANGER

WIRE @ 4'-0" EACH WAY W/ MIN. 3

TIGHT TURNS IN 1-1/2" BOTH ENDS

OF WIRE CLASSIFICATION OF

CEILING IS HEAVY DUTY

MAIN RUNNER

CROSS RUNNER

INSTALL COMPRESSION STRUTS AT 12'-0" O.C. EACH

DIRECTION OR EVERY 144 SF.: STEEL SECTION WITH L/R

RATION OF 200 MAX. ATTACH TO MAIN RUNNERS WITH 1/4"

MACHINE BOLT AND TO STRUCTURE WITH 3/16" DIAMETER

POWER DRIVE STUD. COMPRESSION STUD SHALL NOT

REPLACE HANGER WIRE.

12 GAUGE BRACING WIRE WITH MINIMUM 4

TIGHT TURNS IN 1 1/2" BOTH ENDS OF

WIRE, TYPICAL, SEE 6/A7.2

2" MAX. FROM

BRACING TO

CROSS RUNNER

45°

MAX.

(TYP.)

45°

MAX.

(TYP.)

/11 00-GI-006

CD

AB

A-307 BOLT

STAKE EYE & CABLE

ASSY. OR URC CLIP

W/ CABLE LOOP, SEE

TYPICAL CABLE

CONNECTIONS

STEEL BEAM OR JOIST

2-#8C1/2" SELF

TAPPING SCREWS

METAL DECK

STEEL STRAP 3" WIDE

X 4" LONG X 12 GA MIN.

12 GA. HANGER

WIRE WITH 3 TIGHT

TURNS

NOTE: IF STEEL BEAM

FLANGE IS GREATER THAN

OR EQUAL TO 3/4" THICK,

THEN PROVIDE A 1/2"

EMBED.

STAKE EYE AND CABLE

ASSEMBLY TO STRUCTURE

OVAL SLEEVE

CABLE LOOP UNIVERSAL RESTRAINT

CLIP (URC) WITH BOLT

HOLE PER CONNECTION

BOLT DIAMETER

12 GA. HANGER WIRE

WITH 3 TIGHT TURNS

OVAL SLEEVE

STAKE EYE AND CABLE

ASSEMBLY TO STRUCTURE

12 GA. HANGER WIRE

WITH 3 TIGHT TURNS

CABLE LOOP

UNIVERSAL RESTRAINT

CLIP (URC) WITH BOLT

HOLE PER CONNECTION

BOLT DIAMETER

3 5/8 METAL STUD

DIAGONAL BRACING

ALTERNATE AT 48" O.C.

CORNER BEAD

5/8" TYPE X GYPSUM BOARD

T-BAR

SCHEDULED CEILING

H E

IG

H

T

V A

R

IE

S S

E

R

F

LE

C

T E

D C

E

IL

IN

G

P

LA

N

SEE WALL

PARTITION TYPES

S E

E R

C P

V A

R

IE

S

6"S E

E R

C P

EXISTING CEILING ELEVATION,

INFIL WITH NEW CEILING TILE

AND GRID AS REQUIRED

2" HORIZONTAL LEG

WALL ANGLE TYPICAL

AT ALL ACT CEILINGS

1/2" = 1'-0"4

DOOR ANCHORS

1/2" = 1'-0"10

TYPICAL HARDWARE MOUNTING

3" = 1'-0"3

TYPICAL JAMB DETAIL AT GYPSUM BOARD

3" = 1'-0"9

TYPICAL HEAD DETAIL

3" = 1'-0"8

TYPICAL DETAIL FLUSH JAMB

3" = 1'-0"2

TYPICAL FLUSH JAMB AT CORNER

3/16" = 1'-0"1

TRANSITION DETAILS

3" = 1'-0"7

FRAME PROFILE - TYPICAL FRAME

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

F t H a rr is o n

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DOOR SCHEDULE, TYPICAL

CEILING AND DOOR DETAILSGDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GODDIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

FORT HARRISON, MONTANA

436-21-700

GEN INFO

Project Director

JPRTMP05/20/2022

100% CONSTRUCTION

DOCUMENTS

ARCHITECTA/E:

DOOR SCHEDULE

BUILDING

NUMBER

DOOR

NUMBER

DIMENSIONS DOOR FRAME

HARDWARE FIRE RATING COMMENTSWIDTH HEIGHT THICKNESS

DOOR

TYPE

DOOR

PANEL TYPE

DOOR

MATERIAL

DOOR

FINISH DOOR PAIR

FRAME

TYPE

FRAME

MATERIAL

FRAME

FINISH

Bldg 16 16-106.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 01 1

Bldg 20 20-100B.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 01 1

Bldg 141 141-20A.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 02 1, 3

Bldg 141 141-128.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 02 1, 3

Bldg 141 141-218.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 11 3

Bldg 141 141-218A.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 02 1, 3

Bldg 141 141-313.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 12

Bldg 141 141-314.0 3' - 0" 7' - 0" 1 3/4" F WIDE STILE AL DARK BRONZE

ANODIZED

E ALUMINUM DARK BRONZE

ANODIZED

06 1

Bldg 141 141-315.0 3' - 0" 7' - 0" 1 3/4" E HALF GLASS WD STAIN A HM PAINT 11 2

Bldg 141 141-315A.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 02 1

Bldg 141 141-321.0 3' - 0" 7' - 0" 1 3/4" E HALF GLASS WD STAIN A HM PAINT 11 2

Bldg 154 154-102H.0 2' - 8" 7' - 0" 1 3/4" EXIST FLUSH HM EXIST. EXIST HM EXIST. 15 6

Bldg 154 154-109.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 02 1

Bldg 154 154-115-3.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 02 1

Bldg 154 154-115-3A.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 11

Bldg 154 154-202.0 3' - 0" 7' - 0" 1 3/4" A FLUSH EXIST. EXIST. A HM PAINT 14 5

Bldg 154 154-202.9 2' - 0" 2' - 0" 1 1/4"

Bldg 154 154-202.10 2' - 0" 2' - 0" 1 1/4"

Bldg 154 154-202.11 1' - 0" 1' - 0" 1 1/4"

Bldg 154 154-218B.0 3' - 0" 7' - 0" 1 3/4" EXIST FLUSH EXIST. EXIST. EXIST EXIST. EXIST. 15 6

Bldg 154 154-239.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 03 45 1

Bldg 154 154-272.0 3' - 0" 7' - 0" 1 3/4" EXIST FLUSH HM EXIST. EXIST HM EXIST. 16 6

Bldg 154 154-322.0 4' - 0" 7' - 0" 1 3/4" A FLUSH EXIST. EXIST. A HM PAINT 14 5

Bldg 154 154-323.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 02 1

Bldg 154 154-340.0 3' - 0" 7' - 0" 1 3/4" EXIST FLUSH HM EXIST. EXIST HM EXIST. 16 1

Bldg 154 154-422.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 02 1

Bldg 154 154-B08.0 3' - 0" 4' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 13 45 MIN

Bldg 154 154-B09.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 05 45 MIN 1, 4

Bldg 154 154-B09.1 6' - 0" 8' - 0" 1 3/4" A NARROW LITE HM PAINT Yes C HM PAINT 08 45 MIN 1, 4

Bldg 154 154-B09A.0 6' - 0" 8' - 0" 1 3/4" A NARROW LITE HM PAINT Yes C HM PAINT 09 45 MIN

Bldg 154 154-B09C.0 5' - 0" 8' - 0" 1 3/4" C NARROW LITE HM PAINT Yes C HM PAINT 10 45 MIN

Bldg 154 154-B11.0 3' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 13 45 MIN

Bldg 154 154-B13.0 4' - 0" 7' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 04 1

Bldg 154A 154A-A148.0 3' - 0" 8' - 0" 1 3/4" A FLUSH HM PAINT A HM PAINT 02 1

Bldg 169 169-164.0 3' - 0" 7' - 0" 1 3/4" A FLUSH EXIST. EXIST. A EXIST. EXIST. 6

Bldg 169 169-224.0 3' - 0" 7' - 6" 1 3/4" A FLUSH HM PAINT A HM PAINT 07 1

Bldg 169 169-B173A.0 3' - 0" 7' - 0" 1 3/4" A FLUSH EXIST. EXIST. A EXIST. EXIST. 18 6

DOOR SCHEDULE COMMENT NOTES:

1. CARD READER.

2. WOOD VENEER DOOR TO MATCH EXISTING DOORS WITHIN ADMIN SUITE, IN SPECIES, CUT, AND STAIN.

3. BUILDING 141 WALLS ARE COMPOSITE MASONRY / PLASTER WITH VARYING THICKNESS. CONSTRUCTION CONTRACTOR TO VERIFY AT EACH LOCATION, CONFIRM FRAME THROAT OPENING FOR INSTALLATION AS

PER TYPICAL DETAILS.

4. PROVIDE THRESHOLD SET ON MASTIC FULL LENGTH OF DOOR, SEE HARDWARE GROUPS FOR TYPE.

5. RELOCATED EXISTING DOOR AND HARDWARE, GC TO PROVIDE NEW FRAME.

6. EXISTING DOOR AND FRAME

DOOR NUMBERING MARK DEFINITION

154 - B09.1

INDICATES BUILDING NUMBER

INDICATES ROOM NUMBER

INDICATES DOOR

DESIGNATION IN ROOM

6" = 1'-0"16

TYPICAL HANGER WIRE DETAIL

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

TYPICAL CEILING ATTACHMENT DETAIL

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

SEISMIC HANGER BRACING DETAILS

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

TYPICAL BULKHEAD DETAIL

A - NORMAL

B-RATED @ CHASE

C-RATED PASSING

D-RATED CROSSING

E-RATED CORNER

F-RATED CORNER

1. STUD AND TRACK - CONTINUOUS AT PARTITION HEAD

AND BASE.

2. GYPSUM WALL BOARD - CONTINUE UNINTERRUPTED

THROUGH INTERSECTION TO MAINTAIN FIRE RATING.

3. CORNER REINFORCEMENT PER SPECIFICATIONS -

TAPE AND FINISH.

4. AT ABUTTING INTERSECTIONS SECURE STUDS TO

HEAD AND FLOOR TRACK AND TO ABUTTING

PARTITION FRAMING.

5. RATED MASONRY PARTITION (NEW/EXISTING.)

6. SEE CODE TO PARTITION TYPE FOR STUD SIZE AND

SPACING.

7. CORNER BEAD REQUIRED AT ALL OUTSIDE CORNERS.

PROVIDE AT ALL RATED PARTITION CORNERS.

8. LOCATE A WALL STUD AT THIS LOCATION AT ALL

PARTITION INTERSECTIONS REGARDLESS OF NORMAL

STUD SPACING.

9. FIRE RATED PARTITION

10. GYPSUM WALL BOARD ON METAL FURRING.

11. FIRE SAFING SEALANT

12. FIRE SAFING INSULATION BOARD

3/ 8"

1 3 2 9

3/ 8"

ABUTTING DECK

10 3 9 1

2" MAX

7 12

8 2" MAX8

12 7

ABUTTING EXT. WALL OR STRUCTURE

1. PERIMETER RELIEF JOINT. HOLD FACE LAYER

GYPSUM BOARD, 3/8" MINIMUM BELOW DECK.

2. UNDERSIDE OF STRUCTURAL DECK OR

MEMBER.

3. PARTITION DEFLECTION HEAD TRACK.

SECURE TO ABUTTING SURFACE.

4. SOUND SEAL MASTIC TO CLOSE JOINT.

5. CASING BEAD REQUIRED AT ABUTTING

DISSIMILAR MATERIAL.

6. TO ALLOW FOR DECK MOVEMENT, DO NOT

SECURE GYPSUM BOARD TO HEAD TRACK.

7. FACE LAYER OF PARTITION HOLD 3/8" FROM

ABUTTING DISSIMILAR MATERIAL OR

STRUCTURE.

8. SCHEDULED PARTITION. SEE PLANS AND

CODE TO PARTITION TYPES FOR

DESCRIPTION.

9. VERTICAL STUD - HOLD TOP OF STUD 3/8"

BELOW TOP OF HEAD TRACK. ALLOW FOR

VERTICAL MOVEMENT WITH FASTENING

METHODS PER SPECIFICATION.

10. CLOSE JOINT WITH FIRE-SAFING SEALANT

RATED PARTITIONS.

11. ABUTTING DISSIMILAR MATERIAL OR

STRUCTURAL MEMBER. ISOLATE

PARTITIONS FROM COLUMN WRAPS.

12. STUD REQUIRED REGARDLESS OF NORMAL

SPACING.

B

B

C

1 2 3

A. ELEVATION (NTS) B. SECTION AT OPENING

C. DTL. AT BACKING PLATE (NTS)

1. STRUCTURAL DECK.

2. RUNNER TRACK SECURED TO STRUCTURE

3. METAL STUD FRAMING, SEE CODE TO PARTITION

TYPES.

4. STUD CRIPPLES AT 16" O.C.

5. WALL OPENING.

6. STUD CRIPPLES SECURED TO ADJACENT VERTICAL

STUDS.

7. RUNNER TRACK AT SPANS TO 4' SEE ALT. FRAMING

FOR ALTERNATE FRAMING (OPENINGS FROM 4 TO 8

FT. SUPPORT RUNNER TRACK ON 2 HORIZONTAL 6"

METAL STUDS (SHOWN WITH BROKEN LINES).

8. BACKING PLATE - 6" RUNNER TRACK. NOTCH AND

OPENING FLANGES AS SHOWN AT VERTICAL

FRAMING MEMBERS.

9. SCREW ATTACH AT EACH STUD.

10. DOUBLE STUDS AT ALL FRAMING OPENINGS MORE

THAN 24" WIDE TO EXTEND FROM FLOOR LINE TO

BOTTOM OF METAL DECK AT INTERIOR PARTITIONS

AND FLOOR LINE TO FLOOR LINE MINIMUM AT

EXTERIOR WALLS

11. PROVIDE 12 GA. BACKING PLATE WHERE SPECIFIED.

1. 90o CORNER

2. ENDWALL

3. ANGLED CORNER

1. SCHEDULED PARTITION TYPE, SEE PLAN

2. PROVIDE METAL CORNER BEAD TO MAINTAIN ASSEMBLY RATING PER U.L.

REQUIREMENTS (RATED ASSEMBLIES ONLY)

3. METAL STUD FRAMING.

4. SURFACE MOUNTED CORNER GUARD WITH ONE PIECE HIGH IMPACT

PLASTIC COVER, CONTINUOUS FROM TOP OF BASE FINISH TO CEILING.

5. SPONGE NEOPRENE PAD

6. STOCK ENDCAP COVER.

7. CONTINUOUS ALUMINUM RETAINER MECHANICALLY FASTENED.

8. INTEGRAL CASING BEAD - FINISH WITH JOINT COMPOUND.

A A

SECTION A - A ELEVATION @ FRAMED OPENING

A A

CONTROL JOINT ELEVATION

1. SCHEDULED CEILING FINISH AND HEIGHT.

2. SCHEDULED FLOOR FINISH.

3. DRYWALL CONTROL JOINT.

4. SCHEDULED BASE FINISH. INSTALL CONTINUOUS ACROSS CONTROL JOINTS.

5. SOUND SEAL MASTIC TO CLOSE GAP BETWEEN GYPSUM BOARD IN ONE FACE OF PARTITION BEHIND

CONTROL JOINT.

8" M

IN

1. PENETRATING PIPE, CONDUIT, ETC.

2. CLOSER PERIMETER JOINT AROUND

PENETRATING WORK. USE SOUND SEAL MASTIC

AT NON-RATED PARTITIONS. FOR FIRE-SAFING

REQUIREMENTS, SEE SPECIFICATIONS.

3. PIPE SLEEVE. CLOSE PERIMETER JOINT WITH

DRYWALL OPENING COMPOUND AT DRYWALL

PARTITION, MORTAR AT MASONRY PARTITIONS.

4. OFFSET BACK-TO-BACK BOXES. CONNECT WITH

CONDUIT. PLUG CONDUIT AFTER WIRING IS

PULLED THROUGH. USE SOUND SEAL MASTIC.

5. WALL BOX FOR MECHANICAL OR ELECTRICAL

EQUIPMENT. COAT OUTSIDE SURFACES TO CLOSE

JOINTS AND GAPS AND SEAL HOLDS. USE SOUND

SEAL MASTIC.

6. PARTITION FACE FOR MATERIAL AND THICKNESS.

SEE PARTITION TYPE REFERENCES.

1/ 2"

3/

4" TOP OF PARTITION STUD

CONTINUOUS STRIP

SAFING 2" W X 3" H PACK

INTO SPACE BETWEEN TOP

OF GYPSUM WALL BOARD

AND BOTTOM OF DECK

FLUTE. (BOTH SIDES)

INSTALL FIRE SAFING BETWEEN DECK FLUTE

FIRE SAFING STOP TAB IN BENT-UP POSITION

8" TALL CONTINUOUS STRIP OF GYPSUM

WALL BOARD FASTENED W/ 2 #6x5/8"

LONG DRYWALL SCREWS @ EACH STUD

1 LAYER OF GYPSUM WALL BOARD

EACH SIDE FASTENED WITH #X1" LONG

DRYWALL SCREWS AT 12" O.C.1-HR. ASSEMBLY

1/ 2"

3/

4" TOP OF PARTITION STUD

CONTINUOUS STRIP

SAFING 2" W X 3" H PACK

INTO SPACE BETWEEN TOP

OF GYPSUM WALL BOARD

AND BOTTOM OF DECK

FLUTE. (BOTH SIDES)

INSTALL FIRE SAFING

BETWEEN DECK FLUTE

FIRE SAFING STOP TAB IN

BENT-UP POSITION

2 LAYERS OF GYPSUM WALL

BOARD EACH SIDE FASTENED

WITH #X1" LONG DRYWALL

SCREWS AT 12" O.C.

OUTER LAYER FASTENED

WITH #6x1 5/8" LONG DRYWALL

SCREWS @ 12" O.C.2-HR. ASSEMBLY

1/

8"

5/

8"

1/

8"

5/

8"

CONTINUOUS SLOTTED TRACK

PARTITION STUDS @ 16"

O.C. OR 24" O.C.

STAND-OFF WASHER WITH #

8 X 1/2" SELF-

DRILLING/TAPPING PAN

HEAD SCREW EACH SIDE

OF STUD

OPTIONAL ROUND

STAND-OFF WASHER

WITH #8 X 1/2" SELF-

DRILLING/TAPPING PAN

HEAD SCREW EACH

SIDE OF STUD

CONCRETE OVER METAL DECK

FIRE SAFING

STOP IN BENT-UP

POSITION

CONTINUOUS SLOTTED TRACK

FIRE SAFING STOP IN

BENT-UP POSITION

PARTITION STUDS @ 16" O.C. OR 24" O.C.

CONCRETE FASTENER AT

EACH LOW FLUTE

FIRE SAFING MATERIAL CUT TO TWICE THE DECK FLUTE

WIDTH, BY TWICE THE DECK FLUTE HEIGHT, BY DEPTH

EQUAL TO THE WALL STUD WITH + 2". PACK INTO SPACE

BETWEEN DECK AND TOP OF TRACK

STEEL BEAM

"ZEE" CLIPS @ 16" O.C.

SEALANT (TYP.)

RATED OR NON-RATED

GYPSUM WALL BOARD

PARTITION

MINERAL

FIREPROOFING AT

SPACES GREATER

THAN 1/4" (RATED

PARTITIONS ONLY

SLOTTED TRACK

GYPSUM WALL BOARD

STANDARD STUD

WALL BRACING ACROSS WITH DECK FLUTES

16 GAUGE X 2" FLAT STRAP 24" O.C.

SLOTTED TRACK

GYPSUM WALL BOARD

STANDARD STUD

24" O.C.

MAXIMUM STUD SPACING

M A

X

WITH FIRE/SMOKE DAMPER MANUFACTURER

VERIFY CLEARANCE REQUIREMENTS

W

IT

H F

IR

E

/S M

O K

E D

A M

P E

R M

A N

U F

A C

T U

R E

R

V E

R

IF

Y C

LE

A

R A

N C

E R

E Q

U

IR

E M

E N

T S

DECK

RUNNER TRACK

CRIPPLE STUD

M A

X

WITH FIRE/SMOKE DAMPER MANUFACTURER

VERIFY CLEARANCE REQUIREMENTS

W

IT

H F

IR

E

/S M

O K

E D

A M

P E

R M

A N

U F

A C

T U

R E

R

V E

R

IF

Y C

LE

A

R A

N C

E R

E Q

U

IR

E M

E N

T S

24" O.C.

MAXIMUM STUD SPACING

24" O.C.

MAXIMUM STUD SPACING

DECK

CRIPPLE STUD

REQUIRED IF

VERTICAL JOINT

OCCURS IN GYPSUM

WALL BOARD, OMIT

JOINT WHERE

POSSIBLE

CRIPPLE STUD

DUCT OVER 24" IN WIDTH

DUCT LESS THAN 24" IN WIDTH

HOLLOW METAL FRAME

JAMB STUDS

CORNER REINFORCEMENT

PER SPECS

TWO HOUR

CONSTRUCTION

ONE HOUR

CONSTRUCTION

METAL STUDS

HIGHER PRIORITY WALL

1 LAYER AT ONE

HOUR SMOKE

PARTITION

CORRIDOR WALL

NON-RATED WALL

1/2" MAX

7/8"

30'0" MAX. 30'0" MAX.

@ 1 HOUR AND NON-RATED PARTITIONS

30'0" MAX. 30'0" MAX.

7/8"

1/2"

@ 2 HOUR PARTITIONS

SOUND BATT

USG 093 CONTROL JOINT

PACK GAP W/ SAFING

2 LAYER 5/8"

GYPSUM WALL

BOARD

USG 093 CONTROL JOINT PACK GAP TIGHT

W/ SAFING

5/8" GYPSUM WALL BOARD

(IGNORE IF NO 2-HR PARTITIONS IN PROJECT)

FURR WALL ABOVE AND BELOW

1 OR 2 GYPSUM BOARD

LAYERS AS SPECIFIED

TAPE AND FINISH BEHIND CABINET VARIES

SOUND BATTS

VARIES

LAMINATE BACK PIECE TO WALL BOARD

USE THIS DETAIL WHERE FACE OF BOX IS LESS THAN 16 SQ. IN.

USE THIS DETAIL WHERE RATED CABINET IS NOT SPECIFIED

1" MAX

VARIES

GYPSUM WALL BOARD CANTILEVER

6" MAXIMUM

PACK TIGHT WITH

FIRE SAFING

METAL STUDS AT EACH

SIDE OF OPENING

PER U.L. WL 8003

METAL LATH ATTACH TO

METAL STUDS & RUNNERS

METAL RUNNERS TOP &

BOTTOM WITH MAX OF 1"

DISTANCE FROM PIPE

NOTE: AT MULTIPLE PENETRATIONS 1" MINIMUM CLEARANCE BETWEEN

PIPES AND 2" MAXIMUM (SEE MULTIPLE PIPE PENETRATION DETAIL)

1/2"

1/4"

1/8"

MAXIMUM GAP 1/8"

SURFACE BEAD OF USG ACOUSTICAL SEALANT

MAXIMUM GAP 1/4"

FILL WITH JOINT COMPOUND

MAXIMUM GAP 1/2"

FILL WITH USG ACOUSTICAL SEALANT

MINIMUM

2'-0" (PER U.L.)

MAX 16 SQ. IN.

MAX OPENING 100 SQ. IN. (PER U.L.)

MAX OF TWO BOXES PER STUD SPACE

ACOUSTICAL SEALANT

AROUND BOX PENETRATION

TELEPHONE OR ELECTRICAL BOXES

ACOUSTICAL SEALANT ON BACK & SIDES OF BOX

SOUND BATTS

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

PARTITION INTERSECTION

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

GYP. PARTITION - PERIMETER RELIEF

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

WALL FRAMING AT OPENINGS

1 1/2" = 1'-0"20

CORNER GUARDS

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

GYP. BD. PART. CONTROL JTS.

1 1/2" = 1'-0"15

PART. PENETRATION - ACOUSTIC SEALANT

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

TYP. MTL STUD PARTITION HEAD DETAIL

1 1/2" = 1'-0"21

PARTITION HEAD DETAIL

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

WALL BRACING - CROSS DECKING

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

DUCT PENETRATION

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

INTERSECTION OF RATED WALLS

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

TYPICAL PARTITION CONTROL JOINTS

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

RECESSED WALL CAB. IN RATED WALL

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

ANGLED PIPE PENETRATION

3" = 1'-0"7

PARTITIONS - PENETRATIONS

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

ADJ. ELEC. BOXES IN RATED AND ACOUSTICAL WALLS

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

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PARTITION DETAILS

GDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GODDIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

FORT HARRISON, MONTANA

436-21-700

GEN INFO

Project Director

JPRTMP05/20/2022

100% CONSTRUCTION

DOCUMENTS

ARCHITECTA/E:

CONTRACTOR NOTE:

REFER TO SPEC SECTION 07 84 00, FIRESTOPPING, FOR REQUIRED SUBMITTALS AT ALL PENETRATION TYPES NOT INDICATED IN THESE DETAILS.

FE

FD

FDFD

FD FD

CLEAN AGENT CYLINDERS

FIRE PROTECTION LEGEND

M

A

CLEAN AGENT MANUAL PULL STATION

CLEAN AGENT ABORT SWITCH

F.E.C. CLEAN AGENT FIRE EXTINGUISHER

MINIMUM 2A:10BC IN CABINET MOUNTED

AT 48" AFF TO TOP OF CABINET

FIRE PROTECTION NOTES

1. THE PLENUM SPACE WITHIN THE MCR IS TO BE FREE OF ALL COMBUSTIBLE

MATERIAL OUTSIDE OF:

A. CABLES LISTED FOR PLENUM USE

B. LISTED PLENUM COMMUNICATIONS RACEWAYS

C. LISTED EQUIPMENT POWER CORDS UP TO 4.6 M (15 FT) EACH

D. CABLES INSTALLED IN METALLIC RACEWAYS

E. INSTALLATIONS IN COMPLIANCE WITH SECTION 300.22(C) OF NFPA 70

F. LISTED COOLING HOSES

2. TELECOMMUNICATION SPACES (TS) WILL BE PROVIDED WITH WET PIPE SPRINKLER

PROTECTION AND A CLEAN AGENT GASEOUS SUPPRESSION SYSTEM.

3. ALL FIRE EXTINGUISHERS INSIDE DATA CENTER TO BE CLEAN AGENT

EXTINGUISHER LOCATED IN A FIRE EXTINGUISHER CABINET.

4. SEE SHEETS 00-GI-000.1 AND 00-GI-000.2 FOR TEMPORARY FIRE & SMOKE

PROTECTION NOTES

FIRE SPRINKLER NOTES

FIRE SPRINKLER NOTES

1. FIRE SPRINKLER SYSTEM SHALL COMPLY WITH THE FOLLOWING:

NFPA 13 – 2022

NFPA 101 – 2021

VA FIRE PROTECTION DESIGN MANUAL, JUNE 1, 2021

2. SPRINKLER HEADS IN TELECOMMUNICATION SPACE TO MEET THE FOLLOWING

CHARACTERISTICS:

INTERMEDIATE TEMPERATURE

STANDARD RESPONSE

FUSIBLE LINK

FM APPROVED

3. THE FIRE SPRINKLER SYSTEM PROTECTING THE TELECOMMUNICATION SPACE

WILL BE VALVED SEPARATELY FROM OTHER SPRINKLER SYSTEMS IN

ACCORDANCE WITH NFPA 75.

4. SPRINKLER HEADS LOCATED INSIDE THE COLD AISLE CONTAINMENT AREA TO BE

LOCATED SO THE COLD AISLE CONTAINMENT CURTAINS WILL NOT IMPACT THE

SPRINKLER SPACING OF THE SPRINKLER SYSTEM.

5. SPRINKLER LOCATED ABOVE THE COLD AISLE CONTAINMENT AREA TO BE OF A

HIGHER TEMPERATURE RATING THAN THE DROP OUT PANELS BELOW.

6. THE TELECOMMUNICATION SPACE TO BE PROTECTED AS ORDINARY HAZARD AS

DEFINED BY NFPA 13.

7. SPRINKLERS FOR THE DATA CENTER (ROOM B-09A AND B-09) TO BE ZONED

SEPARATELY FROM REMAINDER OF THE BUILDING. ZONE CONTROL VALVE TO BE

LOCATED OUTSIDE OF THE SPACE AND ACCESSIBLE.

CLEANING AGENT SYSTEM NOTES

1. CLEAN AGENT SUPPRESSION SYSTEM SHALL COMPLY WITH THE FOLLOWING:

NFPA 2001 – 2022

NFPA 101 - 2021

VA FIRE PROTECTION DESIGN MANUAL, JUNE 1, 2021

2. THE CLEAN AGENT FIRE EXTINGUISHING SYSTEM WILL BE A FIXED TOTAL

FLOODING TYPE UTILIZING CLEAN AGENT DESIGNED TO PROVIDE A UNIFORM

CONCENTRATION THROUGHOUT THE PROTECTED SPACES IN ACCORDANCE

3. THE DESIGN CONCENTRATION WITHIN ANY PROTECTED SPACE SHALL NOT

EXCEED BY VOLUME THE NO OBSERVABLE ADVERSE EFFECTS LEVEL (NOAEL).

4. THE CLEAN AGENT SHALL HAVE A GLOBAL WARMING POTENTIAL (GWP) OF LESS

THAN 4000.

5. NUMBER AND LOCATION OF CLEAN AGENT SYSTEM DISCHARGE NOZZLES TO BE

DETERMINED BY CLEAN AGENT SYSTEM CONTRACTOR IN LINE WITH CLEAN AGENT

MANUFACTURER LISTING REQUIREMENTS.

6. THE COLD AISLE CONTAINMENT WILL UTILIZE A LISTED DROP OUT CEILING THAT

DOES NOT COMPLY WITH NFPA 75 SECTION 6.7.10.1. THEREFORE, CLEAN AGENT

NOZZLES AND SMOKE DETECTION ARE REQUIRED WITHIN THE COLD AISLE

CONTAINMENT.

1. TELECOMMUNICATION ROOMS (TR) PER VA FIRE PROTECTION DESIGN MANUAL

EIGHTH EDITION-JUNE 1, 2021 PROVIDED WITH WET PIPE SPRINKLERS PROTECTION

AS PART OF THE EXISTING BUILDING SPRINKLER SYSTEM.

2. IN BUILDINGS WITHOUT SPRINKLER PROTECTION, TELECOMMUNICATION ROOMS

WILL NOT BE PROVIDED WITH ANY ADDITIONAL FIRE PROTECTION SUCH AS FIRE

RATED WALLS, SMOKE DETECTION, OR A GASEOUS SUPPRESSION SYSTEM.

3. IN AREAS WITH A CEILING HEIGHT CHANGES, SPRINKLERS WILL BE RELOCATED TO

THE NEW CEILING HEIGHT IN ACCORDANCE WITH NFPA 13.

4. ALL TELECOMMUNICATION ROOMS WILL BE PROVIDED A CARBON DIOXIDE OR

CLEAN AGENT FIRE EXTINGUISHER OUTSIDE OF THE TR AND WITHIN 75 FEET.

5. ALL TELECOMMUNICATION ROOMS TO BE PROTECTED AS LIGHT HAZARD AS

DEFINED BY NFPA 13.

6. ALL SPRINKLERS FOR TELECOMMUNICATION ROOMS TO BE QUICK OR STANDARD

RESPONSE HEADS AS PERMITTED BY THE VA DESIGN MANUAL. IT IS NOT

PERMISSIBLE TO MIX STANDARD AND QUICK RESPONSE HEADS WITHIN THE SAME

COMPARTMENT.

TELECOMMUNICATION ROOM NOTES

CRAC UTILIY

ROOM

B-09A

CORRIDOR

B-09C

OIT IMAGING

B-13

CORRIDOR

B-12

MECHANICAL

B-11

CRAWL

SPACE

B-11C

COLD AISLE MCR

B-09

UPSUPS

F.E.C.

CLEAN

AGENT

M

A

A

A

CRAC

CRAC

SERVER RACKS

SERVER RACKS

COLD CONTAINMENT AISLE

SHOWN DASHED

CLEAN AGENT FIRE

EXTINGUISHER

FOR RATED WALL ASSEMBLIES

TYPES, SEE 145-AE-301

EXTENT OF GASEOUS FIRE

SUPPRESSION PROTECTION

ELECTRICAL AND HVAC

SHUT DOWN SWITCHES

TO BE LOCATED AT

EXITS, REF MEP SHEETS

ELECTRICAL AND HVAC SHUT

DOWN SWITCHES TO BE LOCATED

AT EXITS, REF MEP SHEETS

F.E.

F.E.

M

CLEANING AGENT RELEASE PANEL

SERVER RACKS

F.E

CLEAN

AGENT

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

F t H a rr is o n

M T

/2

G e n e ra l In fo r2

.r v t

/2

/2

:2

:5

P

M

00-GI-008

FIRE PROTECTION GENERAL

NOTESGDM

1000 W STEUBEN ST. UNIT 3

BINGEN, WA 98605

541.436.4723

ADAM GODDIN, PE

A&E DESIGN

124 NORTH 29TH STREET, #100

BILLINGS, MONTANA 59101

406.248.2633

T. MARCELLO PIERROTTET, AIA

EHRM INFRASTRUCTURE

UPGRADES

FORT HARRISON, MONTANA

436-21-700

GEN INFO

Project Director

JPRTMP05/20/2022

100% CONSTRUCTION

DOCUMENTS

ARCHITECTA/E:

1/4" = 1'-0"1

MCR FIRE PROTECTION PLAN

PROJECT

NORTH

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

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

A

B

C

D

E

F

I.

II.

111.

1 2

GENERAL NOTES:

A. THE FOLLOWING PROVISIONS ARE TO BE USED IN CONJUNCTION WITH VA SPECIAL PROVISIONS, VA SPECIFICATIONS, AND ALL OTHER APPLICABLE JURISDICTIONS.

B. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR).

C. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT SITE AND BRING ANY

DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TD UNDERTAKING OF THE AFFECTED WORK.

D. ANY DISCREPANCIES IN THESE DRAWINGS, SPECIFICATIONS, NOTES, AND THE SITE CONDITIONS

SHALL BE REPORTED TO THE COR, WHO SHALL CORRECT SUCH DISCREPANCIES IN WRITING AFTER

THOROUGHLY REVIEWING ANY CHANGES. ANY WORK DONE BY THE CONTRACTOR AFTER THE

DISCOVERY OF SUCH DISCREPANCIES SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR

SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH

ANY WORK. IN CASE OF DIFFERENCE BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS

SHALL GOVERN, PER FAR 52.236-21.

E. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE WITH THE CONTRACTOR, COR, AND

ALL APPLICABLE INSPECTORS PRIOR TO BEGINNING WORK.

F. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY

COMPANIES WITH FACILITIES IN THE AREA.

G. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING

STRUCTURES, UTILITIES, LANDSCAPING, AND SURVEY MARKERS. PROVIDE FALSEWORK, SHORING, UNDERPINNING, AND INCLONOMETERS AS IS REQUIRED TO PERFORM THE WORK.

H. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL

REQUIREMENTS OF FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND ALL STATE AND

LOCAL SAFETY CODES WHERE APPLICABLE.

I. THE CONTRACTOR IS TO PROVIDE LOCATES AS IS NEEDED TO PERFORM THE WORK.

J. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AT

LEAST 24 HOURS PRIOR TO CONSTRUCTION OF ITEMS REQUIRING INSPECTIONS.

K. PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND

APPROVED BY THE COR. FOR ANY MATERIALS OR STRUCTURES PROPOSED.

L. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING RECORD

DRAWINGS AND ARE NOT GUARANTEED TO BE ACCURATE, NOR ALL INCLUSIVE.

M. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION.

N. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT, IN PLACE, ALL UTILITIES AND/OR

STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. PROVIDE FALSEWORK AS IS REQUIRED

TO TEMPORARILY SUPPORT ALL MATERIAL. DAMAGE DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE

REPAIRED AT THE CONTRACTORS EXPENSE.

0. DO NOT CUT OR DAMAGE EXISTING UTILITIES, STRUCTURAL MEMBERS, OR BUILDING

FOUNDATIONS. HAND EXCAVATE IN LOCATIONS WHERE EXISTING UTILITIES ARE SUBJECT TO DAMAGE.

P. CONTRACTOR SHALL USE DYED CONCRETE FOR CONCRETE ENCASED CONDUITS. DYE COLOR

WAYS SHALL FOLLOW APWA UNIFORM COLOR CODE FOR MARKING UNDERGROUND FACILITIES.

ADDITIONAL PERM ITS

A. VA SPECIFIC PERMITS MAY BE REQUIRED FOR ON-SITE WORK INCLUDING ALL RETAINING WALLS, GRADING, AND EROSION CONTROL. ADHERENCE TO ALL CONDITIONS OF THESE PERMITS IS REQUIRED AS

A PART OF THIS PLAN. COORDINATE WITH COR.

B. VA SPECIFIC PERMITS MAY BE REQUIRED FOR SIDEWALK INSTALLATION AS WELL AS CURB AND

GUTTER REMOVAL AND DRIVEWAY CONSTRUCTION WHEN CONSTRUCTED AT BUILDING PERMIT STAGE.

COORDINATE WITH C.O.R.

C. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FOR ANY CONSTRUCTION PERMIT, VA

SPECIFIC PERMITS, ETC. REQUIRED FOR THE SCOPE OF WORK TO BE COMPLETED.

EROSION CONTROL NOTES

A. WHEN CONSTRUCTION OPERATIONS ARE SUCH THAT DEBRIS FROM THE WORK IS DEPOSITED ON

THE STREETS, THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY DEPOSITS OR DEBRIS WHICH MAY

ACCUMULATE ON THE ROADWAY SURFACE. IF THE CONTRACTOR FAILS TO KEEP THE STREETS FREE FROM

DEPOSITS AND DEBRIS RESULTING FROM THE WORK, THE CONTRACTOR SHALL, UPON ORDER OF THE

COR, PROVIDE FACILITIES FOR, AND REMOVE ALL CLAY, DIRT, OR OTHER DEPOSITS FROM THE TIRES OR

BETWEEN WHEELS BEFORE TRUCKS OR OTHER EQUIPMENT WILL BE ALLOWED TO TRAVEL OVER PAVED

STREETS. SHOULD THE CONTRACTOR FAIL OR REFUSE TO CLEAN THE STREETS IN QUESTION, OR THE

TRUCKS OR EQUIPMENT IN QUESTION, COR MAY ORDER THE WORK SUSPENDED AT THE CONTRACTORS

RISK UNTIL COMPLIANCE WITH THE CONTRACTOR'S OBLIGATIONS IS ASSURED, OR THE COR MAY ORDER

THE STREETS IN QUESTION CLEANED BY OTHERS AND SUCH COSTS INCURRED IN ACHIEVING COMPLIANCE

WITH THESE REQUIREMENTS, INCLUDING CLEANING OF THE STREETS, SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

B. THE CONTRACTOR SHALL PROTECT EXISTING DRAINAGE STRUCTURES USING ACCEPTABLE

METHODS AND MATERIALS AS SHOWN IN TH CONSTRUCTION DOCUMENTS. IF THE METHODS AND

MATERIALS AS SHOWN ON THE PLAN ARE NOT ADEQUATE, THE COR MAY REQUIRE

ADDITIONAL/ALTERNATIVE METHODS FOR EROSION CONTROL AND/OR PROTECTION OF EXISTING

DRAINAGE STRUCTURES. ANY DAMAGE CAUSED TO THE JURISDICTION STORMWATER SYSTEM AS A

RESULT OF THE WORK OUTLINED ON THIS PLAN SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. RESOLVING SAID DAMAGE MAY INCLUDE, BUT NOT BE LIMITED TO, THE CLEANING OF THE

DRAINAGE SYSTEM IN QUESTION BY THE CONTRACTOR.

C. WATERING PROVISIONS WHEN APPLICABLE MUST BE IN PLACE TO PREVENT DUST FROM

BECOMING AIR BORNE. VIOLATION OF THIS CONDITION WILL RESULT IN A STOP WORK ORDER UNTIL

CORRECTED.

Revisions: Date:

VA FORM 08-6231 1 2

IV.

V.

VI.

3 4

D. FILL THAT WILL SUPPORT A STREET SECTION OR OTHER STRUCTURES SHALL BE PLACED UNDER

THE INSPECTION OF A STATE LICENSED GEOTECHNICAL ENGINEER HIRED BY THE GENERAL CONTRACTOR.

SOIL TO BE PLACED SHALL BE TESTED AND COMPACTED TO 95% OF ITS MAXIMUM DENSITY. ENGINEER

SHALL DOCUMENT EXISTING SITE CONDITIONS, SOIL AND ITS PLACEMENT AND ALLOWABLE BEARING

CAPACITY SUBMITTED.

E. A STORMWATER POLLUTION PREVENTION PLAN (SW PPP) IS NOT REQUIRED FOR THIS PROJECT.

EROSION CONTROL MEASURES

A. MINIMUM EROSION CONTROL MEASURES SHALL INCLUDE:

1. CONSTRUCTION ENTRANCE (WHEN APPLICABLE)

2. PERIMETER EROSION/SEDIMENTATION CONTROL

3. PROTECTION OF CATCH BASINS

4. STABILIZATION OF EXPOSED SOILS

B. ALL EROSION CONTROL SHALL BE IN PLACE PRIOR TO CLEARING. THE CONTRACTOR SHALL CALL

THE COR FOR INITIAL EROSION CONTROL INSPECTION PRIOR TO START OF WORK, AS DESCRIBED BELOW.

C. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES TO THE APPROVAL OF THE

COR.

D. CALL FOR INSPECTION UPON COMPLETION OF:

1. STAKING OF CLEARING LIMITS

2. INSTALLATION OF EROSION CONTROL AND PRIOR TO SITE GRADING

3. PRIOR TO REMOVAL OF EROSION CONTROL DEVICES

E. ALL MATERIAL REMOVED FROM SITE SHALL BE PLACED ONLY AT A PERMITTED SITE. VERIFY

LOCATION OF DESTINATION OF MATERIAL PRIOR TO EXPORTATION.

F. OFFSITE TRAFFIC CONTROL PROVISIONS AS APPROVED BY THE CITY TRAFFIC ENGINEER SHALL BE

ADHERED TO AT ALL TIMES.

G. TREES TO BE REMOVED SHALL BE CLEARLY MARKED FOR REMOVAL. TREES TO BE SAVED SHALL

BE FENCED WITH BARRICADE FENCE AT THE DRIP LINE (OUTER EDGE OF TREE BRANCHES) TO KEEP

CONSTRUCTION VEHICLES FROM COMPACTING ROOT ZONE AND KILLING TREES. THIS FENCING SHALL BE

MAINTAINED UNTIL CONSTRUCTION ENDS.

H. SOME VEGETATION, TREES, AND PLANTS MAY BE HISTORICAL IN NATURE AND WILL REQUIRE

SPECIAL PERMITS AND SPECIAL PROTECTION WITH TEMPORARY WATERING AT THE RESPONSIBILITY OF

THE CONTRACTOR.

EARTHWORK AND COMPACTION

A. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL SHALL BE REMOVED UNDER AREAS TO BE

PAVED AND FOR THE FULL WIDTH OF THE RIGHT-OF-WAY.

B. SUITABLE BACKFILL SHALL BE USED AND COMPACTED AS DIRECTED BY THE COR. BACKFILL IN

ACCORDANCE WITH THE MDT STANDARD SPECIFICATIONS BOOK AND VA EARTHWORK SPECIFICATIONS.

1. BEDDING MATERIAL ACCORDING TO MDT AND VA SPECIFICATIONS SHALL BE PLACED AT

THE BOTTOM OF THE TRENCH.

2. WHERE BACKFILLING A UTILITY TRENCH, PLACE BACKFILL EQUALLY ON OPPOSITE SIDES

OF THE PIPE AT THE SAME TIME AND IN LAYERS, THE FIRST LAYER SHALL COME UP TO THE HALF

THE DIAMETER OF THE PIPE AND THEN NO GREATER THAN 8 INCHES DEEP FROM THE TOP OF

PIPE ONWARD.

3. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% STANDARD PROCTOR

ON THIS PROJECT PER ASTM T-180. TESTING SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER.

4. MAINTAIN AT LEAST 3 FEET OF COVER UNLESS TRIMMING FOR FINAL GRADE OR

OTHERWISE NOTED ON PLANS OR DETAILS.

S. MAINTAIN THE LINE AND GRADE OF THE PIPE DURING THE BACKFILLING OPERATION.

C. EXISTING TREE REMOVAL, RELOCATION, MITIGATION SHALL BE COORDINATED WITH THE

LANDSCAPE ARCHITECT AND/OR ARBORIST.

D. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT

DOES NOT MEET THE OPEN PIT REQUIREMENTS OF SECTION 2-09.3(3)B, IT SHALL BE SHORED AND

CRIBBED. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF STATE OF MONTANA

INDUSTRIAL SAFETY AND HEALTH ACT. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR ALL

WORKER SAFETY, THE DESIGNER AND/OR ENGINEER OF RECORD, NOR THE VA ASSUMES ANY

RESPONSIBILITY.

E. VERTICAL STANDPIPES SHALL BE INSTALLED AT JOINTS AND FITTINGS TO ALLOW SURVEYOR TO

COLLECT ASBUILT DATA WHEN TRENCH MUST BE BACKFILLED PRIOR TO SURVEYOR VISIT.

F. CONTRACTOR SHALL RECEIVE VERBAL OR WRITTEN APPROVAL TO BACKFILL TRENCH FROM COR

PRIOR OT DOING SO. IF TRENCH MUST BE BACKFILLED PRIOR TO APPROVAL BY COR, CONTRACTOR IS AT

RISK TO ECAVATE ANY PORTION OF THE TRENCH FOR VISUAL INSPECTION.

PAVING

A. GENERAL:

1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TD CONSTRUCTION OF

AGGREGATE BASE COARSE.

2. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY

RESTORED AT THE CONTRACTOR'S EXPENSE.

VII.

B.

C.

D.

E.

5 6

3. FOR ANY PROPOSED CONNECTIONS DR RESTORATIONS, THE EXISTING EDGE OF

PAVEMENT SHALL BE SAW CUT.

4. ADDITIONAL REMOVAL AND REPLACEMENT OF PAVEMENT MAY BE REQUIRED TO

PROVIDE PROPER TRANSITION/CROWN AS DIRECTED BY COR.

5. PAVEMENT RESTORATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH VA

TECHNICAL SPECIFICATIONS AND REQUIREMENTS.

6. FINAL RESTORATION LIMITS SHALL BE DETERMINED IN THE FIELD BY COR.

MATERIAL:

1. BASE COURSE SHALL BE TYPE A GRADE 5A,6A,OR 7A OR TYPE B GRADE 1, 2, OR 3 (REFER

TO MONTANA DEPARTMENT OF TRASPORTATION (M.D.T.) CONSTRUCTION SPECIFICATIONS

SECTION 701).

2. ASPHALT SURFACES SHALL BE PER MDT CONSTRUCTION SPECIFICATIONS SECTIONS 402

AND 702, UNLESS OTHERWISE SPECIFIED ON THE PLANS. THE CONTRACTOR SHALL BE

RESPONISBLE FOR COLLECTING ALL TACK, PRIME, APSHALT, AND CONCRETE TICKETS AND

SUBMITTING THEM TO THE ENGINEER OF RECORD PRIOR TO PROJECT CLOSEOUT.

INSTALLATION:

1. SPREAD THE SUB BASE MATERIAL EVENLY AND COMPACT TO AT LEAST 9S% OF THE

MAXIMUM UNIT WEIGHT, AT A LESS-THAN-OPTIMUM MOISTURE CONTENT, FOR ITS ENTIRE

THICKNESS. PLACE THE SUBBASE IN LAYERS NO GREATER THAN 18 INCHES. WHERE THE

REQUIRED DEPTH IS MORE THAN IS INCHES, PLACE THE MATERIAL IN LAYERS OF EQUAL

THICKNESS. CONSTRUCT THE SUBBASE TO PLAN GRADE WITHIN A TOLERANCE OF PLUS 1 INCH.

DO NOT PLACE SUBBASE ON FROZEN, SOFT, UNSTABLE, DR RUTTED SU BG RADE. IF SUBBASE

MATERIAL BECOMES MIXED WITH SUBGRADE MATERIAL, REMOVE, DISPOSE OF, AND REPLACE

THE SUB BASE MATERIAL AT NO ADDITIONAL COST TO THE CLIENT.

2. COMPACT THE AGGREGATE LAYERS TO A UNIFORM THICKNESS, NO LESS THAN 3 INCHES

AND NO GREATER THAN 8 INCHES. IF PLACING AGGREGATE BASE IN A LAYER LESS THAN 3

INCHES, BLEND THE NEW AGGREGATE BASE MATERIAL WITH THE LAYER BELOW TO ENSURE A

TOTAL OF 6 INCHES. BLENDING MUST BE PERFORMED TO ENSURE THAT THE NEW AGGREGATE

BASE MATERIAL IS UNIFORMLY MIXED WITH THE LAYER BELOW. COMPACT EACH LAYER OF

AGGREGATE BASE TO AT LEAST98% OF THE MAXIMUM UNIT WEIGHT AT A MOISTURE CONTENT

NO GREATER THAN OPTIMUM FOR AGGREGATE BASE UNDER HOT MIX ASPHALT (HMA)

PAVEMENT. COMPACT EACH LAYER OF AGGREGATE BASE TO AT LEAST 9S% OF THE MAXIMUM

UNIT WEIGHT AT A MOISTURE CONTENT NO GREATER THAN OPTIMUM FOR AGGREGATE BASE

UNDER CONCRETE PAVEMENT.

3. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS

OF THE V.A. AND THE M.D.T.

HMA WEATHER LIMITATIONS.

1. PLACE HMA IN ACCORDANCE WITH THE FOLLOWING RESTRICTIONS:

a) DO NOT PLACE HMA OR APPLY BOND COAT WHEN MOISTURE ON THE

EXISTING SURFACE PREVENTS CURING.

b) DO NOT PLACE HMA UNLESS THE TEMPERATURE OF THE SURFACE BEING

PAVED IS AT LEAST 3S"F AND THERE IS NO FROST ON OR IN THE GRADE OR ON THE

SURFACE BEING PAVED, UNLESS OTHERWISE APPROVED BY THE ENGINEER IN WRITING.

c) PLACE ONLY HMA COURSES THAT ARE GREATER THAN 200 POUNDS PER

SQUARE YARD IF THE TEMPERATURE OF THE SURFACE BEING PAVED IS GREATER THAN

3ST

d) PLACE ONLY HMA COURSES THAT ARE GREATER THAN 120 POUNDS PER

SQUARE YARD IF THE TEMPERATURE OF THE SURFACE BEING PAVED IS AT LEAST 40"F;

AND

e) PLACE ANY HMA COURSE IF THE TEMPERATURE OF THE SURFACE BEING PAVED

IS AT LEAST SO"F.

TESTING:

1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE

SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS

LIMIT SHALL BE CORRECTED.

2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY, CERTIFIED

BY THE STATE OF MONTANA, WHERE DIRECTED BY THE COR.

3. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR.

F. PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE MDT AND THE VA

STANDARD SPECIFICATIONS.

CONCRETE AND FLAT WORK

A. CONCRETE SHALL BE IN ACCORDANCE WITH THE MDT AND THE VA STANDARD SPECIFICATIONS.

B. ALL CONCRETE SHALL BE A MINIMUM OF 3,0DO PSI WITHIN 28 DAYS UNLESS OTHERWISE

SPECIFIED ON THE PLANS OR DETAILS.

C. THE REMOVAL OF EXISTING CONCRETE SHALL BE SAWCUT AND RUBBLE DISPOSED OF.

D. ALL SIDEWALKS AND CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FEDERAL

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) AND THE VA BARRIER FREE DESIGN

STANDARDS PG-18-13 REV 11-1-2018.CONCRETE TICl<ETS SHALL BE COLLECTED AND COMPILED BY THE

CONTRACTOR AND PRESENT TO THE COR AND ENGINEER PRIOR TO COMPLETION OF THE PROJECT.

E. FORMWORK SHALL BE INSPECTED PRIOR TO POURING.

F. TESTING SHALL CONFORM TO THE MDT AND VA STANDARD SPECIFICATIONS.

G. FLOWABLE FILL IS NOT PERMITTED FOR CONDUIT ENCASEMENT. ALL CONDUIT ENCASEMENT IS

TO ACHIEVE 3000 PSI WITHIN 28 DAYS.

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP PROGRAM

A/E: CONTRACTING -

GDM of Oregon

ACTIVITY 1000 W STEUBEN ST UNIT 3

BINGEN, WA 98605 CENTRAL (PCAC}

P: 541.436.4723

ADAM GOODIN, PE

VA

U.S. Department of Veterans Affairs

3 4 5 6

VIII.

IX.

7 8

H. COLD WEATHER CONCRETE WORK. THE FOLLOWING REQUIREMENTS FOR PLACING CONCRETE

SHALL BE IN EFFECT FROM NOVEMBER 1 TO APRIL 1:

1. THE COR SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONCRETE

PLACEMENT.

2. WEATHER PERMITTING, ALL CONCRETE PLACEMENT SHALL BE COMPLETED NO LATER

THAN 2:00 PM EACH DAY.

3. WHERE FORMS HAVE BEEN PLACED AND THE SU BG RADE HAS BEEN SUBJECTED TO

SEVERE FROST, NO CONCRETE SHALL BE PLACED UNTIL THE GROUND IS COMPLETELY THAWED.

AT THAT TIME, THE FORMS SHALL BE ADJUSTED AND SUBGRADE REPAIRED AS DETERMINED BY

THE ENGINEER.

MAINTENANCE OF TRAFFIC

A. MAINTENANCE OF TRAFFIC PLAN, PROVIDED BY THE CONTRACTOR, SHALL INCLUDE PROVISIONS

FOR PEDESTRIAN AND VEHICULAR TRAFFIC. THE FOLLOWING ARE MINIMUM REQUIREMENTS.

1. THE SAFE WALK ROUTE FOR PEDESTRIANS WITHIN THE VICINITY OF THE CONSTRUCTION

ZONE SHALL BE MAINTAINED, IF THE CURRENT WALKING SURFACE CANNOT BE MAINTAINED,

THEN A TEMPORARY ROAD-ROCK COLD PATCH 4' WALKWAY SHALL BE CREATED.

2. THE SAFE WALK ROUTE SHALL BE SEPARATED FROM THE CONSTRUCTION ACTIVITY BY

THE 4' HIGH ORANGE CONSTRUCTION FENCE FOR THE ENTIRE LENGTH OF THE PROJECT OR THE

LENGTH OF THE WALK ROUTE, WHICHEVER IS LESS.

3. HOURS OF OPERATION SHALL BE DESIGNATED PRIOR TO START OF CONSTRUCTION AND

ALL CONSTRUCTION EQUIPMENT AROUND ANY DESIGNATED CROSSWALK SHALL CEASE TO

OPERATE AFTER HOURS OR DURING TIMES BLOCKS THAT ARE DESIGNATED PRIOR.

4. ALL CONSTRUCTION EQUIPMENT ADJACENT TO A DESIGNATED WALK ROUTE SHALL

CEASE OPERATING UNLESS SATISFACTORILY BARRICADED FROM THE WALK ROUTE. IN THE CASE

THAT A DESIGNATED CROSSING OR ANY PORTION OF THE DESIGNATED WALK ROUTE CANNOT

BE MAINTAINED, THEN THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PARTIES, A

MINIMUM OF TEN (10) WORKING DAYS PRIOR TO CLOSING THAT ROUTE IN ORDER THAT AN

ALTERNATE CROSSING/ROUTE CAN BE ESTABLISHED.

S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ANY NECESSARY

TEMORARY PAVEMENT, ROAD ROCK, PAVEMENT MARKING AND SIGNAGE AND/OR ANY

PEDESTRIAN SIGNALIZATION AND/OR SIGNAL MODIFICATION TD ACCOMMODATE AN EXISTING

OR ALTERNATE WALK ROUTE.

6. THE CONTRACTOR SHALL IS RESPONSIBLE FOR OBTAINING AN APPROVED

MAINTENANCE OF TRAFFIC PLAN (MOT).

7. THE CONTRACTOR SHALL PROVIDE AN EMERGENCY VEHICLE ACCESS PLAN IF ANY

ROADS OR ACCESS POINTS ARE PROPOSED TO BE CLOSED.

8. THE CONTRACTOR SHALL NOT LEAVE ANY TRENCHS OPEN UNATTENDED OR AFTER

HOURS. ALL OPENINGS SHALL BE BACKFILLED OR COVERED BY APPROPIATE PLATES AND

BARRICADES.

9. PROVIDE TEMPORARY STAIRS, TEMPORARY RAMPS, TEMPORARY HANDRAILS, OR

OTHER PEDESTRIAN AIDS AS IS REQUIRED TO MAINTAIN EMERGECY EGRESS ROUTES AND ADA

CONDITIONS AT ALL LOCATION AT ALL TIMES.

PROJECT CLOSEOUT

A. CLEANING UP:

1. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE

MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEAN-UP, THE PROJECT SITE

SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT

BROOM CLEAN.

2. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED, ANY PUBLIC

OR PRIVATE PROPERTY DAMAGED BY…