Att 1.2 - Fort Harrison EHRM - Drawings Vol 1 Part 2 of 5.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

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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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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

Revisions: Date:

154A-SF-100

21147.00 Fort Harrison VA - Civil 100% 5-20-2022