423-926.1171.Arch-Mtn_Home updated 2-10.pdf

DN

MECHANICAL MEZZANINE

CORRIDOR

STAIRS

ROOM

ROOM

ROOM

ROOM

ROOM

ROOM

34-A-301

34-A-301

34-A-301

34-A-301

34-A-302

34-A-302

34-A-302

34-A-302

ROOM

OPEN TO BELOW

OPEN TO BELOW

205C

205D

205B 212A

207A204A

209A

206B

206D

206C

206A

206E

205A

205F

205E

208A

208B

208C

208D

209B

209C

209D

209E

201A

34-A-602

34-A-602

34-A-602

34-A-602

34-A-602

34-A-602

34-A-602

34-A-602

34-A-602

2 3

34-A-602

11 11

11 11

2' - 0" FV 2' - 0"

2'

F V

2'

HATCH LEGEND

REFERENCE ASSOCIATED KEYNOTE 8 FOR MORE INFORMATION

EXISTING WALL / PARTITION TO REMAIN

EXISTING LOAD-BEARING WALL / PARTITION TO REMAIN

AREA NOT INCLUDED IN SCOPE OF WORK

NEW WALL / PARTITION CONSTRUCTION

LINETYPE LEGEND

LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN

HEAVY SOLID LINE INDICATES NEW ELEMENT

ROOF TYPE LEGEND

SLATE TILE

NEW ASPHALT SHINGLE

LOW PROFILE STANDING SEAM METAL ROOF

NEW TPO

SHEET KEYNOTES

ROOF GENERAL NOTES

• FLY OVER VIDEO SHOWING ROOFING CONDITIONS IS AVAILABLE FOR REVIEW. THIS VIDEO

IS INCLUDED AND CONSIDERED A CONSTRUCTION DOCUMENT. GENERAL CONTRACTOR

AND APPLICABLE SUB-CONTRACTORS SHALL REVIEW VIDEO.

• GENERAL CONTRACTOR AND APPLICABLE SUB-CONTRACTORS SHALL INSPECT DECKING

CONDITIONS UNDERNEATH ROOF DURING WALK THROUGH

• GENERAL CONTRACTOR SHALL PROVIDE AND REVIEW SURVEY REPORT OF EXPECTED

ROOF REPAIRS WITH COR BEFORE CONSTRUCTION BEGINS.

Drawing Title

Approved: Associate Director

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration Approved: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GHD Cons Services, Inc.

Fire Protection Engineer 222 S. Church St. #400, Charlotte, NC 28202

Phone: 704-342-4910 www.ghd.com

GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

AME Consulting Engineers MEP Engineers 705 E. Morehead St., Charlotte, NC 28202

Phone: 704-295-4263 www.ame-pc.com

STRATA Architecture, Inc.

Historic Preservation Architect 1701 Oak Street, Suite 100, Kansas City, MO 64108

Phone: 816-474-0900 www.strata-arch.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

Phone: 828-315-9962 www.atriaxgroup.com

B

A

KEYPLAN

TRUE NORTH

/1

/2

:5

:0

A

M B

IM

/1

.1

M tn

H o m e V

A

B ld g

R e n o v

-9

.1

.A rc h

-M tn

H o m e .r v t

34-A-102

IMPROVEMENT PLANS - 2ND FLOOR

& ROOF PLAN OVERALL

Renovate Building 34 to Correct FCA Deficiencies

James H. Quillen VAMC Mountain Home, TN

621-18-102

07/24/2020 FAB JSR 15 149

0 16' 32'8'1/16" = 1'-0"A

2ND FLOOR / ATTIC IMPROVEMENT PLAN - OVERALL

0 16' 32'8'1/16" = 1'-0"B

ROOF IMPROVEMENT PLAN - OVERALL

PLAN NORTH PLAN NORTH

1 SEE CURB FLASHING DETAIL 3/34-A-602

2 NEW ARCHTIECTURAL SHINGLE ROOF OVER SYNTHETIC ROOFING PAPER

3 NEW 5" METAL GUTTER AND DOWNSPOUT

4 NEW TPO ROOF SYSTEM INCLUDING VALLEY FLASHING PER SPECS

5 REPLACE AREA OF SLATE TILE ROOF SYSTEM DOWN TO ROOF DECK. NEW SLATE TILE TO MATCH

EXISTING PER VA APPROVAL.

6 REPAIR / REPLACE TRANSITION FLASHING AROUND FULL MEMBRANE PERIMETER DETAIL 2/THIS

SHEET

7 REPAIR/REPLACE EXISTING METAL COPING PARAPET CAP.

8 REPAIR/REPLACE EXISTING LIGHTNING ROD CONNECTIONS.

9 REPAIR/REPLACE FLASHING/SEALANTS AT CRICKET.

10 REPAIR/REPLACE FLASHING/SEALANT AT CLERESTORY.

11 REPLACE INDIVIDUAL MISSING OR BROKEN SLATE TILE. NEW SLATE TILE TO MATCH EXISTING PER VA

APPROVAL.

12 INSTALL NEW GUTTER AND DOWNSPOUT WHERE GUTTER AND DOWNSPOUT ARE MISSING.

13 REDECK ROOF WITH (2) LAYERS OF 3/4" PLYWOOD OVER 2x6 BLOCKING TO COVER EXISTING

OPENING. PATCH AND REPAIR TPO MEMBRANE (1) FOOT BEYOND ROOF DECK INFILL.

Revisions: Date:

Revision 1 1/27/2021

PARTITION TYPE

AS SCHEDULED

HM FRAME

DOOR AS SCHEDULED

1/4" MIN.1/4" MIN.

CAULK JOINT

EACH SIDE

MTL. STUD BOX HEADER

BATT INSULATION

AS SCHEDULED

PARTITION TYPE

AS SCHEDULED

HM FRAME

CAULK JOINT

EACH SIDE

DOOR AS SCHEDULE

MTL. STUD ANCHOR

BATT INSULATION

AS SCHEDULED

DOUBLE STUD @ JAMB

DOOR ELEVATION

R E

F . S

C H

E D

U

LE

REF. SCHEDULE

A

3/8" = 1'-0"

B

REF. SCHEDULE

R E

F . S

C H

E D

U

LE

EQ. EQ.

R E

F . S

C H

E D

U

LE

2"

2" REF. SCHEDULE 2"

DOOR FRAME ELEVATION

HOLLOW METAL

R E

F . S

C H

E D

U

LE

4"

2" REF. SCHEDULE 2"

HOLLOW METAL

R E

F . S

C H

E D

U

LE

4"

4" REF. SCHEDULE 4"

HOLLOW METAL

HM FRAME

DOOR AS SCHEDULED

CAULK JOINT

EACH SIDE

EXISTING MASONRY WALL

REF. PLANS AND F.V. WIDTH

EXISTING MASONRY WALL

REF. PLANS AND F.V. WIDTH

HM FRAME

CAULK JOINT

EACH SIDE

DOOR AS SCHEDULE

MASONRY ANCHOR

SECTION

PLAN

3" SOUND ATTENUATION BLANKETS

BETWEEN STUD AND RUNNERS

2A

7/ 8"

2B

1/ 4"

2A 3 5/8" METAL STUD

2B 6" METAL STUD

STC 48

5/8" TYPE X GYPSUM BOARD

EACH SIDE

DOUBLE DEFLECTION METAL TRACK

COMPRESSED NEOPRENE FILLER

ACOUSTICAL CEILING WALL ANGLE

CEILING AS SCHEDULED

METAL STUD @ 16" O.C.

CHANNEL STUD

ACOUSTICAL JOINT SEALANT

CONCRETE SLAB ON GRADE - SEE

STRUCTURAL

MINERAL WOOL INSULATION

METAL DECKING

ACOUSTICAL JOINT SEALANT

8' - 0"

2" 8" 2" 2' - 11" 2" 2' - 11" 2" 8" 2"

2" 2'

2"

6'

0"

2"

SF1

STOREFRONT

G1 - GLAZING INFILL PANEL

SEE DOOR

SCHEDULE

G1

G1

G1

G1G1G1

34-A-601

34-A-601

34-A-601

34-A-601

STOREFRONT FRAME BY

MANUFACTURER

GLAZING INFILL PANEL

CONTINUOUS BACKER

ROD AND SEALANT

EACH SIDE

EXISTING EXTERIOR WALL SYSTEM

REF. PLANS AND F.V. WIDTH

2"

STOREFRONT FRAME BY

MANUFACTURER

GLAZING INFILL PANEL

CONTINUOUS BACKER

ROD AND SEALANT

EACH SIDE

EXISTING EXTERIOR WALL SYSTEM

REF. PLANS AND F.V. WIDTH

2"

INTERIOREXTERIOR

STOREFRONT FRAME BY

MANUFACTURER

GLAZING INFILL PANEL

CONTINUOUS BACKER

ROD AND SEALANT

EACH SIDE

EXISTING EXTERIOR WALL SYSTEM

REF. PLANS AND F.V. WIDTH

HM FRAME

DOOR AS SCHEDULED

CAULK JOINT EACH SIDE

MASONRY ANCHOR BOLT

2"

HM FRAME

CAULK JOINT

EACH SIDE

DOOR AS SCHEDULE

MASONRY ANCHOR BOLT

EXISTING EXTERIOR WALL SYSTEM

REF. PLANS AND F.V. WIDTH

INTERIOREXTERIOR

DOOR THRESHOLD

HM DOOR AS SCHEDULED

Drawing Title

Approved: Associate Director

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration Approved: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GHD Cons Services, Inc.

Fire Protection Engineer 222 S. Church St. #400, Charlotte, NC 28202

Phone: 704-342-4910 www.ghd.com

GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

AME Consulting Engineers MEP Engineers 705 E. Morehead St., Charlotte, NC 28202

Phone: 704-295-4263 www.ame-pc.com

STRATA Architecture, Inc.

Historic Preservation Architect 1701 Oak Street, Suite 100, Kansas City, MO 64108

Phone: 816-474-0900 www.strata-arch.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

Phone: 828-315-9962 www.atriaxgroup.com

/1

/2

:5

:0

A

M B

IM

/1

.1

M tn

H o m e V

A

B ld g

R e n o v

-9

.1

.A rc h

-M tn

H o m e .r v t

34-A-601

DOOR DETAILS & SCHEDULE Renovate Building 34 to Correct FCA Deficiencies

James H. Quillen VAMC Mountain Home, TN

621-18-102

07/24/2020 FAB JSR 26 149

DOOR AND FRAME SCHEDULE

DOOR FRAME FIRE

RATING

LABEL

HARDWAR

E SET NO. NOTESMARK

SIZE

MATL EL GLZ MATL EL

DETAIL

DEPTHW HT THK HEAD JAMB SILL

New Construction

001A 6' - 0" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E9 PAIR (2) 3'-0" DOORS. PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

001B 6' - 0" 7' - 0" 1 3/4" HM A -- HM 3 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E9 PAIR (2) 3'-0" DOORS. PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

003 3' - 4" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E4 PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

004A 2' - 8" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E3 PER VA, PROVIDE DOOR WITH P-PANIC HARDWARE. [17].

004B 4' - 4" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E9 3'-2" DOOR AND 1'-2" INACTIVE LEAF. PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

025B 3' - 4" 7' - 0" 1 3/4" HM A -- HM 3 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E4 PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

101A 6' - 0" 7' - 0" 1 3/4" ALUM B -- ALUM SF1 -- -- -- -- HW-E9 PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

104A 3' - 4" 7' - 0" 1 3/4" HM A -- HM 3 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E3 PER VA, PROVIDE DOOR WITH P-PANIC HARDWARE. [17].

104B 5' - 0" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E8 3'-4" DOOR AND 1'-8" INACTIVE LEAF. PER VA, PROVIDE DOOR WITH P-PANIC HARDWARE. [17].

104C 3' - 4" 7' - 0" 1 3/4" HM A -- HM 3 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E4 PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

104E 5' - 0" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E8 3'-4" DOOR AND 1'-8" INACTIVE LEAF. PER VA, PROVIDE DOOR WITH P-PANIC HARDWARE. [17].

105A 4' - 8" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E8 3'-4" DOOR AND 1'-4" INACTIVE LEAF. PER VA, PROVIDE DOOR WITH P-PANIC HARDWARE. [17].

105B 4' - 8" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E8 3'-4" DOOR AND 1'-4" INACTIVE LEAF. PER VA, PROVIDE DOOR WITH P-PANIC HARDWARE. [17].

106A 4' - 8" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E8 3'-4" DOOR AND 1'-4" INACTIVE LEAF. PER VA, PROVIDE DOOR WITH P-PANIC HARDWARE. [17].

106B 4' - 8" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E8 3'-4" DOOR AND 1'-4" INACTIVE LEAF. PER VA, PROVIDE DOOR WITH P-PANIC HARDWARE. [17].

108A 3' - 0" 7' - 0" 1 3/4" WD A -- HM 1 1/34-A-601 2/34-A-601 -- 6 3/4" -- HW-3

111A 3' - 4" 7' - 0" 1 3/4" HM A -- HM 3 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E8 PER VA, PROVIDE DOOR WITH P-PANIC HARDWARE. [17].

112A 3' - 2" 7' - 0" 1 3/4" WD A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E4 PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

114A 4' - 4" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E9 3'-2" DOOR AND 1'-2" INACTIVE LEAF. PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

144A 3' - 0" 7' - 0" 1 3/4" WD A -- HM 1 1/34-A-601 2/34-A-601 -- 6 3/4" -- HW-3

145A 3' - 0" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E4 PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

147A 3' - 0" 7' - 0" 1 3/4" WD A -- HM 1 1/34-A-601 2/34-A-601 -- 6 3/4" -- HW-SH-3 PER VA, PROVIDE DOOR WITH CR-CARD READER.

182A 3' - 2" 7' - 0" 1 3/4" HM A -- HM 2 8/34-A-601 9/34-A-601 10/34-A-601 6 3/4" -- HW-E4 PER VA, PROVIDE DOOR WITH CR-CARD READER AND P-PANIC HARDWARE. [17].

208 3' - 0" 7' - 0" 1 3/4" WD A -- HM 1 3/34-A-601 4/34-A-601 -- 6 3/4" -- HW-3

0 6" 9"3"3" = 1'-0"1

HM DOOR HEAD DTL

0 6" 9"3"3" = 1'-0"2

HM DOOR JAMB DETAIL

Existing

011A 6' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- -- --

012A 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 0" -- --

025A 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- -- --

026A 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 8 5/8" -- --

027A 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 8 5/8" -- --

044 6' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 7" -- --

056A 5' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 7" -- --

074A 3' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 5 3/4" -- HW-3

101B 5' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 5 3/4" -- --

102A 4' - 8" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 26" -- -- REMOVE AND SALVAGE DOOR FOR FUTURE REINSTALLATION. KEEP WOOD FRAMES IN PLACE.

103A 4' - 8" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 26" -- -- REMOVE AND SALVAGE DOOR FOR FUTURE REINSTALLATION. KEEP WOOD FRAMES IN PLACE.

104D 3' - 6" 7' - 0" 1 3/4" HM -- -- HM -- -- -- -- 5 3/4" -- --

104F 6' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 21" -- --

104G 6' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 21" -- --

104H 6' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 21" -- --

157A 3' - 6" 7' - 0" 1 3/4" HM -- -- HM -- -- -- -- -- --

201A 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 5" -- --

203 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 14" -- --

204A 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 14" -- --

205A 3' - 2" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 0" -- --

205B 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 14" -- --

205C 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

205D 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

205E 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

205F 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

206A 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 14" -- --

206B 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 14" -- --

206C 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 7" -- --

206D 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

206E 2' - 6" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 9" -- --

207A 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 14" -- --

208A 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 14" -- --

208B 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

208C 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

208D 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

209A 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 14" -- --

209B 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

209C 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

209D 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

209E 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

212A 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 6" -- --

301 3' - 0" 7' - 0" 1 3/4" WD -- -- HM -- -- -- -- 5 3/4" -- --

0 6" 9"3"3" = 1'-0"3

HM DOOR HEAD DTL - BUTT

0 6" 9"3"3" = 1'-0"4

HM DOOR JAMB DTL - BUTT

0 6" 9"3"3" = 1'-0"11

SERIES 2 PARTITION TYPE

0 6" 9"3"3" = 1'-0"6

STOREFRONT JAMB DTL

0 6" 9"3"3" = 1'-0"5

STOREFRONT HEAD DTL

0 6" 9"3"3" = 1'-0"7

STOREFRONT SILL DTL

0 6" 9"3"3" = 1'-0"8

EXTERIOR HM DOOR HEAD DTL

0 6" 9"3"3" = 1'-0"9

EXTERIOR HM DOOR JAMB DTL

0 6" 9"3"3" = 1'-0"10

EXTERIOR HM DOOR SILL DTL

Revisions: Date:

Revision 1 1/27/2021

DN

DN

DN

DN

F E

FE

F E

DN

UP

/A 34-AD-106/A 34-AD-106

18 18 18

22 22

17 17

40 40

34-AD-105

Sim

404040

41 41

HATCH LEGEND

REFERENCE ASSOCIATED KEYNOTE 8 FOR MORE INFORMATION

EXISTING WALL / PARTITION TO REMAIN

EXISTING LOAD-BEARING WALL / PARTITION TO REMAIN

AREA NOT INCLUDED IN SCOPE OF WORK

NEW WALL / PARTITION CONSTRUCTION

LINETYPE LEGEND

LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN

HEAVY DASHED LINE INDICATES EXISTING ELEMENT TO BE

REMOVED IN ITS ENTIRETY

STORAGE

E145

HAC CLOSET

E146

STORAGE

E106

STOR

E118

STOR

E119

CARP STOR

E113

OFFICE

E115

LOUNGE

E114

SHEET METAL SHOP

E111

CARPENTER SHOP

E110

STORAGE

E112

HAC

E107

ENTRANCE STORE

E109

CLOSET

E120

MUSEUM

E104

ENTRANCE

E105

CORRIDOR

E140

COMM CLOSET

E147

RESTROOM

E102b

INTAKE

E103

CLOSET

E103b

KITCHEN

E116

FOYER

E101

INTAKE

E102

STORAGE

E108

MEN'S

E117

HALL

E141

WOMEN'S

E142

MEN'S

E143

STORAGE

E144

STORAGE

E145

SHEET KEYNOTES

GENERAL NOTES

1. REMOVE ENTIRE MECHANICAL, ELECTRICAL, PLUMBING, TELECOMMUNICATIONS (MEP/T)

SYSTEMS AS NOTED.

2. REMOVE ALL INTERIOR PARTITIONS AND ASSOCIATED DOORS IN THEIR ENTIRETY AS NOTED.

3. REMOVE ALL INTERIOR CEILINGS AND ASSOCIATED LIGHT FIXTURES AND CEILING DIFFUSERS

IN THEIR ENTIRETY AS NOTED.

4. ANY DEMOLITION OR DISTURBANCE TO BLOCK WALLS CONTAINING ASBESTOS ARE

REQUIRED TO BE REMOVED BY THE ABATEMENT CONTRACTOR.

5. REMOVE AND DISPOSE OF ALL ASBESTOS-CONTAINING INSULATION IN WALLS AND ABOVE

CEILINGS.

6. REMOVE AND DISPOSE OF ALL ASBESTOS-CONTAINING MASTIC ON CORK INSULATION AND

ORIGINAL COOLER WALLS/CEILINGS.

7. SALVAGE DOOR, TRIM AND FRAME FOR POTENTIAL REINSTALLATION OR OTHER WOOD

FRAME REPAIRS WHEREVER INDICATED ON AREA DEMOLITION DRAWINGS.

EXISTING SIDEWALK

EXISTING RAMP

EXISTING SIDEWALK

T

H S

T R

E E

T

F V

8'

F V

/2

F V

8'

FV

8' - 2 3/4"

FV

83' - 8 1/2"

Drawing Title

Approved: Associate Director

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration Approved: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GHD Cons Services, Inc.

Fire Protection Engineer 222 S. Church St. #400, Charlotte, NC 28202

Phone: 704-342-4910 www.ghd.com

GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

AME Consulting Engineers MEP Engineers 705 E. Morehead St., Charlotte, NC 28202

Phone: 704-295-4263 www.ame-pc.com

STRATA Architecture, Inc.

Historic Preservation Architect 1701 Oak Street, Suite 100, Kansas City, MO 64108

Phone: 816-474-0900 www.strata-arch.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

Phone: 828-315-9962 www.atriaxgroup.com

A

KEYPLAN

TRUE NORTH

/1

/2

:5

:1

A

M B

IM

/1

.1

M tn

H o m e V

A

B ld g

R e n o v

-9

.1

.A rc h

-M tn

H o m e .r v t

34-AD-105

DEMOLITION FLOOR PLAN - 1ST

FLOOR AREA A

Renovate Building 34 to Correct FCA Deficiencies

James H. Quillen VAMC Mountain Home, TN

621-18-102

07/24/2020 FAB JSR 12 149

0 8' 16'4'1/8" = 1'-0"A

FIRST FLOOR DEMOLITION PLAN - AREA A

PLAN NORTH

1 EXISTING ELEVATOR EQUIPMENT ROOM AND ELEVATOR TO REMAIN

2 EXISTING ELECTRICAL ROOM TO REMAIN OPERATIONAL. REF. ELECTRICAL DRAWINGS FOR EXITING

ELECTRICAL EQUIPMENT TO REMAIN.

3 EXISTING HVAC ROOM TO REMAIN OPERATIONAL. REF. MECHANICAL DRAWINGS FOR EXISTING

EQUIPMENT TO REMAIN

4 EXISTING TRANS VAULT TO REMAIN OPERATIONAL. REF. ELECTRICAL DRAWINGS FOR EXISTING

EQUIPMENT TO REMAIN.

5 EXISTING LOAD BEARING WALL TO REMAIN

6 EXISTING MECHANICAL ROOM TO REMAIN OPERATIONAL. NO DEMO WORK TO BE DONE.

8 DEMO EXISTING FLOOR SLAB AND STRUCTURAL SUPPORT IN THEIR ENTIRETY, AS SHOWN WITHIN

HATCHED AREA. PREP FLOOR OPENING FOR NEW CONCRETE INFILL

9 EXISTING PLASTER CEILING TO REMAIN. PATCH/REPAIR AS REQUIRED.

10 EXISTING SPIRAL STAIR TO REMAIN.

11 REMOVE EXISTING LOCKERS IN THEIR ENTIRETY. VA TO REMOVE ALL FURNITURE AND EQUIPMENT

UNLESS OTHERWISE NOTED.

12 EXISTING EXTERIOR DOOR TO REMAIN. REPAIR/REPLACE WEATHER SEALS AND THRESHOLD AS

NEEDED.

13 REMOVE ALL EXISTING REFRIGERATOR AND ASSOCIATED COMPONENTS IN THEIR ENTIRETY.

14 EXISTING INTERIOR DOOR TO REMAIN

15 EXISTING STAIR TO REMAIN

16 EXISTING PAINT BOOTH TO REMAIN

17 REMOVE DOOR AND FRAME IN THEIR ENTIRETY. SALVAGE DOOR AND FRAME TO BE RETURNED TO

VA.

18 REMOVE EXTERIOR DOOR AND FRAME IN THEIR ENTIRETY. SALVAGE DOOR AND FRAME TO BE

RETURNED TO VA. SEE IMPROVEMENT PLANS AND DOOR SCHEDULE FOR NEW DOOR.

19 REMOVE EXTERIOR STOREFRONT AND FRAME IN THEIR ENTIRETY. SALVAGE STOREFRONT AND

FRAME TO BE RETURNED TO VA. SEE IMPROVEMENT PLANS AND DOOR SCHEDULE FOR NEW

STOREFRONT.

20 REMOVE EXISTING RAMP AND SIDEWALKS ON THE NORTH AND SOUTH SIDES OF THE RAMP AS

INDICATED BY DASHED LINES. SAWCUT SLAB AT CURB TO ALLOW FOR CLEAN JOINT FOR NEW

SIDEWALK.

21 SALVAGE DOOR, TRIM AND FRAME FOR POTENTIAL REINSTALLATION OR OTHER WOOD FRAME

REPAIRS.

22 REMOVE AND SALVAGE DOOR FOR FUTURE REINSTALLATION. KEEP WOOD FRAMES IN PLACE.

23 REMOVE ALL PREFAB OFFICE PARTITIONS IN ITS ENTIRETY.

24 REMOVE ALL CMU WALL WITH GYP. BOARD FINISH PARTITIONS IN ITS ENTIRETY

25 REMOVE ALL INSULATED STUD WALL WITH GYP. BOARD FINISH PARTITIONS IN ITS ENTIRETY.

26 REMOVE ALL CMU WALL PARTITIONS IN ITS ENTIRETY.

27 REMOVE ALL CHAIN LINK PARTITIONS IN ITS ENTIRETY.

28 REMOVE ALL INSULATED METAL PANEL WITH TILE WAINSCOATING PARTITIONS IN ITS ENTIRETY.

29 REMOVE ALL BRICK WALL IN ITS ENTIRETY.

30 REMOVE ALL INSULATED METAL PANEL PARTITIONS IN ITS ENTIRETY.

31 REMOVE ALL STUD WITH PLASTIC & WIRE PARTITIONS IN ITS ENTIRETY.

32 REMOVE ALL BRICK WALL WITH PLASTER FINISH PARTITIONS IN ITS ENTIRETY.

33 REMOVE ALL RESTROOM PARTITIONS IN ITS ENTIRETY.

34 REMOVE ALL INSULATED STUD WALL WITH GYP. BOARD & METAL PANEL FINISH PARTITIONS IN ITS

ENTIRETY.

35 REMOVE MEZZANINE FRAMING AND FINISH IN ITS ENTIRETY.

36 REMOVE WALL FINISH TO MASONRY SUBSTRATE.

37 REMOVE CARPET AND RUBBER WALL BASE IN ITS ENTIRETY.

38 REMOVE TERRACOTTA AND COVE BASE IN ITS ENTIRETY.

39 REMOVE VCT AND RUBBER WALL BASE IN ITS ENTIRETY.

40 REMOVE ACT ASSEMBLY IN ITS ENTIRETY.

41 REMOVE CERAMIC TILE AND COVE BASE IN ITS ENTIRETY.

42 REMOVE RUBBER WALL BASE IN ITS ENTIRETY.

Revisions: Date:

Revision 1 1/27/2021

0 16' 32'8'1/16" = 1'-0"1

SITE DEMO PLAN