Partition Types.pdf

01_FIRST FLOOR

1002' - 8"

02_SECOND FLOOR

1014' - 0 1/2"

00_LOWER LEVEL

990' - 10 1/8"

A7

00_1947 BASEMENT

991' - 6 1/8"

A5-2

4SIM

A5-2

3SIM

1'-7 1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

1/2" 1'-0"

8"

(TYP)

GLASS FIBER

REINFORCED

CONCRETE PANEL

FLASHING

FACE BRICK TO STRUCTURAL

SHELF BELOW GRADE

PERIMETER

FOUNDATION

DRAINS (TYP)

METAL COPING

11'-4 1/2" 2'-11"

11'-1 7/8" 8"

8" 1'-0"

14'-3 1/2"

BRICK TIE

SLOPED GRADE

PREMOLDED

EXPANSION JOINT

SINGLE PLY

ROOFING WITH

TAPERED

INSULATION

CAST IN PLACE

STRUCTURE,

REFER TO

STRUCTURAL

DRAWINGS

SCHEDULED

CEILING, SEE RCP

CAST IN PLACE

STRUCTURE,

REFER TO

STRUCTURAL

DRAWINGS

SCHEDULED

CEILING, SEE RCP

1 LAYER 5/8" GWB

3 5/8" MTL. STUDS AT

16" O.C. W/ R19 BATT

INSUL.

MTL. STUD TRACK

STEEL BASE PLATE

5/8" EXTERIOR

SHEATHING

GRAVEL INFIL

RIGID INSULATION

VAPOR BARRIER

CAST IN PLACE

STRUCTURUAL

SLAB, REFER TO

STRUCTURAL

DRAWINGS

5/8" GWB ON 1/2"

STUD

01_FIRST FLOOR

1002' - 8"

02_SECOND FLOOR

1014' - 0 1/2"

00_LOWER LEVEL

990' - 10 1/8"

A7

3'-0"

A5-2

A5-2

SINGLE PLY

ROOFING WITH

TAPERED

INSULATION

CAST IN PLACE

STRUCTURE,

REFER TO

STRUCTURAL

DRAWINGS

SCHEDULED

CEILING, SEE RCP

CAST IN PLACE

STRUCTURE,

REFER TO

STRUCTURAL

DRAWINGS

SCHEDULED

CEILING, SEE RCP

CAST IN PLACE

STRUCTURE,

REFER TO

STRUCTURAL

DRAWINGS

CAST IN PLACE

STRUCTURUAL

SLAB, REFER TO

STRUCTURAL

DRAWINGS

GLASS FIBER

REINFORCED

CONCRETE PANEL

FLASHING

BRICK TIE

PERIMETER

FOUNDATION

DRAINS (TYP)

METAL COPING

11'-4 1/2" 2'-11"

11'-9 7/8" 8"

1'-0"

CURTAIN WALL

SYSTEM WITH 1"

INSULATED GLAZING

3'-9 1/2" 6'-3"

14'-3 1/2"

PREMOLDED

EXPANSION JOINT

FACE BRICK TO STRUCTURAL

SHELF BELOW GRADE

SLOPED GRADE

1 LAYER 5/8" GWB

3 5/8" MTL. STUDS AT

16" O.C. W/ R19 BATT

INSUL.

MTL. STUD TRACK

STEEL BASE PLATE

5/8" EXTERIOR

SHEATHING

01_FIRST FLOOR

1002' - 8"

A7

2" 10 1/2"

1/2"

(TYP)

1'-0" 1/2"

9 5/8" 1 1/2"

GLASS FIBER REINFORCED

CONCRETE PANEL

MEMBRANE FLASHING WITH

METAL DRIP EDGE

6" COLD FORMED METAL

FRAMING

5/8" PAINTED GYPSUM

BOARD

SOLID SURFACE WINDOW

SILL (TYP)

BATT INSULATION

FLUID APPLIED MEMBRANE

AIR BARRIER

C PROFILE RAIL

FACE BRICK

AIR SPACE

GROUT SOLID

THROUGH WALL FLASHING

WITH METAL DRIP EDGE

STOREFRONT SYSTEM WITH

1" INSULATED GLAZING

STOREFRONT SILL PAN

FLASHING (TYP) FLASHING WITH METAL DRIP

EDGE, PAINT TO MATCH

WALL PANEL

WALL ANCHOR CLIP

MTL. STUD TRACK

CAST IN PLACE CONCRETE

STRUCTURE, REFER TO

STRUCTURAL DRAWINGS

5/8" EXTERIOR SHEATHING

8"

VAR

IES

3'-9 1/2"

BRICK TIE

SLOPED GRADE

SCHEDULED BASE

STEEL BASE PLATE

3" CONTINUOUS INSULATION

02_SECOND FLOOR

1014' - 0 1/2"

A7 SLOPE

GLASS FIBER

REINFORCED

CONCRETE PANEL

WALL ANCHOR CLIP

C PROFILE RAIL

FLUID APPLIED

MEMBRANE AIR

BARRIER

METAL COPING

6"4"

1 1/2"

1"

SINGLE PLY

ROOFING ON

TAPERED

INSULATION

EXTERIOR

SHEATHING

TREATED BLOCKING

CAST IN PLACE

CONCRETE

STRUCTURE. REFER

TO STRUCTURAL

LIGHT GUAGE

FRAMING W/

PAINTED DRYWALL

SOFFITS CONTINUOUS

SOFFIT VENT

1/2"

STOREFRONT SYSTEM

WITH 1" INSULATED

GLAZING

11" 1/2"

1'-0" 1/2"

1'-0" 1/2"

1'-0"

MEMBRANE TO

EXTEND AROUND

BLOCKING FOR

COPING.

ROOFING MEMBRANE

TO OVER LAP FLUID

APPLIED AIR BARRIER

(TYP)

RUN ROOFING UP AND

OVER PARAPET,

OVERLAP WITH FLUID

APPLIED AIR BARRIER

WALL SECTIONS AND DETAILS

A5-2 SASJJM

SCALE: 3/4" = 1'-0" 1WALL SECTION

SCALE: 3/4" = 1'-0" 2WALL SECTION

SCALE: 1 1/2" = 1'-0" 3DETAIL - CONC. PANEL AT WINDOW SILL

SCALE: 1 1/2" = 1'-0" 4DETAIL - CONC. PANEL AT WINDOW - HEAD

BID SET

Project Number Office of

Construction and Facilities Management

Building Number

RevisionsDate

Drawing Number

VA FORM 08-6231

CONSULTANTS:ARCHITECTS/ENGINEERS:ARCHITECTURAL PROJECT #

VA CLARKSBURG

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 rte 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 rte r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

F

E

D

C

B

A

9 8 7 6 5 4 3 2 1

9 8 7 6 5 4 3 2 1

Project Title

Location

DateCheckedDrawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN TRUE NORTH

PROJECT NORTH

AREA OF WORK

25% CONSTRUCTION DOCUMENTS09/12/14

50% CONSTRUCTION DOCUMENTS04/28/16

540-325

AMB CARE SUPPORT/PHYS.

SECURITY IMPROVEMENTS

11/30/2016

1 Medical Center Drive, Clarksburg, WV 26301

19200.00

100% CONSTRUCTION DOCUMENTS

REVISED SCHEMATIC DESIGN SUBMISSION03/20/14

75% CONSTRUCTION DOCUMENTS07/12/16

100% CONSTRUCTION DOCUMENTS10/06/16

100% CONSTRUCTION DOCUMENTS11/30/16

SEAL

01_FIRST FLOOR

1002' - 8"

02_SECOND FLOOR

1014' - 0 1/2"

03_THIRD FLOOR

1025' - 5"

UPPER CANOPY

1014' - 8"

LOWER CANOPY

1012' - 8"

A1

PERIMETER

FOUNDATION

DRAINS (TYP)

A5-2

3SIM

A5-4

A5-3

SCHEDULED CEILING GLASS FIBER REINFORCED CONCRETE PANEL

(JOINTS ALIGN AROUND ENTIRE PROJECT)

ALUMINUM CURTAIN WALL SYSTEM

WITH INSULATED GLAZING (TYP)

STRUCTURAL SLAB

ON GRADE

ALUMINUM CURTAIN WALL SYSTEM

WITH INSULATED GLAZING (TYP)

AUTOMATIC CONTROLLED SHADE

POCKET, REFER TO ELECTRICAL

DRAWINGS

FIRESTOPPING

CLEAR ANODIZED GRAVEL STOP

TREATED BLOCKINGSINGLE PLY ROOFING ON

TAPERED INSULATION (TYP).

WRAP UP AND OVER

BLOCKING.

10'-0" 2'-8"

1'-4 1/2" 7 1/2"

10'-9" 4'-4 1/2"

BRICK TIE

FLASHING WITH METAL DRIP EDGE

GLASS FIBER REINFORCED

CONCRETE PANEL

FLASHING WITH METAL DRIP EDGE,

PAINT TO MATCH WALL PANEL

C PROFILE RAIL

WALL ANCHOR CLIP

FLUID APPLIED MEMBRANE

AIR BARRIER

SOLID SURFACE WINDOW SILL (TYP)

6" COLD FORMED METAL FRAMING

5/8" PAINTED GYPSUM BOARD

27'-1 1/2"

PREMOLDED

EXPANSION JOINT

SLOPED GRADE

FACE BRICK1 LAYER 5/8" GWB

3 5/8" MTL. STUDS AT

16" O.C. W/ R19 BATT

INSUL.

MTL. STUD TRACK

STEEL BASE PLATE

5/8" EXTERIOR

SHEATHING

C.F.M.F. KICKER

01_FIRST FLOOR

1002' - 8"

03_THIRD FLOOR

1025' - 5"

A5-3

A5-3

LOWER CANOPY

1012' - 8"

AE AD.5

8" 3"

8'-11 3/4" 2 1/2"

4'-3" 2 1/2"

6'-11 3/4" 2 1/2"

4'-9" 3"

ALUMINUM CURTAIN WALL

SYSTEM WITH INSULATED

GLAZING (TYP)

AUTOMATIC CONTROLLED

SHADE POCKET, REFER TO

ELECTRICAL DRAWINGS

CAST IN PLACE CONCRETE

STRUCTURE. REFER TO

STRUCTURAL DRAWINGS

SLAB ON GRADE, REFER TO

STRUCTURAL

PERIMETER

FOUNDATION

DRAINS (TYP)

STRUCTURAL FOUNDATION

SYSTEM, REFER TO

STRUCTURAL DRAWINGS

FIRESTOPPING

8'-7 1/8" 4'-1 5/8"

2'-8" 4'-4 1/2"

SINGLE PLY ROOFING ON

TAPERED INSULATION (TYP).

WRAP UP AND OVER

BLOCKING.

FACE BRICK

17'-1 1/4"

SLOPED GRADE

PREMOLDED

EXPANSION JOINT

C.F.M.F. KICKER

CONT. GALV. 6x3 1/2x5/16

W/ 5/8" Ø EPOXY ANCHORS

03_THIRD FLOOR

1025' - 5"

AE

6"

2 1/2" 6'-11 3/4"

2 1/2" 4'-9"

3"

ALUMINUM CURTAIN WALL

SYSTEM WITH INSULATED

GLAZING (TYP)

AUTOMATIC CONTROLLED SHADE

POCKET, REFER TO ELECTRICAL

DRAWINGS

SINGLE PLY ROOFING

ON TAPERED

INSULATION (TYP)

CAST IN PLACE

CONCRETE

STRUCTURE. REFER

TO STRUCTURAL

DRAWINGS

FIRESTOPPING

CLEAR ANODIZED

GRAVEL STOP

TREATED BLOCKINGWRAP ROOFING UP

AND OVER BLOCKING

C.F.M.F. KICKER

01_FIRST FLOOR

1002' - 8"

CONC. CURB TO SUPPORT

CURTAIN WALL. SEE STRUCTURAL

SCHEDULED BASE

STRUCTURAL SLAB ON GRADE

W/ PERIMETER INSULATION.

REFER TO STRUCTURAL

ALUMINUM CURTAIN WALL

SYSTEM WITH INSULATED

GLAZING (TYP)

CURTAIN WALL

FLASHING W/ METAL

DRIP EDGECONT. GALV. 6x3 1/2x5/16

W/ 5/8" Ø EPOXY ANCHORS

CAST IN PLACE CONCRETE

FOOTING. REFER TO

STRUCTURAL

FACE BRICK

CONTINUOUS

WATER PROOFING

MEMEBRANE.

INTEGRATE WITH

VAPOR BARRIER

SILL

7/8" CHANNEL AND 5/8" GWB

PREMOLDED EXPANSION JOINT

WALL SECTIONS AND DETAILS

A5-3 SASJJM

05'10'15'

SCALE: 1/8" = 1'-0"

SCALE: 3/4" = 1'-0" 1WALL SECTION

SCALE: 3/4" = 1'-0" 2WALL SECTION

SCALE: 1 1/2" = 1'-0" 3DETAIL - PARAPET AT CURTAINWALL

SCALE: 1 1/2" = 1'-0" 4DETAIL - BASE AT CURTAINWALL

BID SET

Project Number Office of

Construction and Facilities Management

Building Number

RevisionsDate

Drawing Number

VA FORM 08-6231

CONSULTANTS:ARCHITECTS/ENGINEERS:ARCHITECTURAL PROJECT #

VA CLARKSBURG

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 rte 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 rte r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

9 8 7 6 5 4 3 2 1

9 8 7 6 5 4 3 2 1

Project Title

Location

DateCheckedDrawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN TRUE NORTH

PROJECT NORTH

AREA OF WORK

25% CONSTRUCTION DOCUMENTS09/12/14

50% CONSTRUCTION DOCUMENTS04/28/16

540-325

AMB CARE SUPPORT/PHYS.

SECURITY IMPROVEMENTS

11/30/2016

1 Medical Center Drive, Clarksburg, WV 26301

19200.00

100% CONSTRUCTION DOCUMENTS

REVISED SCHEMATIC DESIGN SUBMISSION03/20/14

75% CONSTRUCTION DOCUMENTS07/12/16

100% CONSTRUCTION DOCUMENTS10/06/16

100% CONSTRUCTION DOCUMENTS11/30/16

SEAL

4 7/8" 4 7/8"

PARTITION TYPE 'A'

ONE HOUR RATED (U.L. #U465)

(1) LAYER OF 5/8" FIRE RESISTIVE GYP. BD. ON

EACH SIDE OF 3 5/8" STL. STUDS @ 16" O.C.

PARTITION TYPE 'B'PARTITION TYPE 'C'PARTITION TYPE 'D' NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON EACH

SIDE OF 3 5/8" STL. STUD @ 16"O.C.

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON EACH

SIDE OF 3 5/8" METAL STUD @ 16"O.C.

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

PARTITION AT FLOOR

PARTITION AT CEILING

HEAD OF PARTITION

PARTITION AT FLOOR

PARTITION AT FLOOR

PARTITION AT CEILING

PARTITION AT FLOOR

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON EACH

SIDE OF 6" METAL STUD @ 16"O.C.

ONE HOUR RATED (U.L. #U465)

(1) LAYER OF 5/8" FIRE RESISTIVE GYP. BD.

ON EACH SIDE OF 6" STL. STUDS @ 16" O.C.

PARTITION TYPE 'A1'

HEAD OF PARTITION

CONCRETE SLAB

STRUCTURE ABOVE

DEFLECTION JOINT

CONTINUOUS RUNNER TRACK

CONTINUOUS

ACOUSTICAL SEALANT

CEILING SYSTEM

CONT. RUNNER TRACK

STRUCTURE ABOVE

FINISHED SIDE

INFILL VOID AREAS

W/ SOUND BLANKET

CONTINUOUS RUNNER TRACK

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED

PARTITION AND

STRUCTURE ABOVE W/ U.L.

OR W.H.I. PPROVED (1) HR.

JOINT FIRESTOP SYSTEM.

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

CONTINUOUS

ACOUSTICAL

SEALANT

CONTINUOUS

RUNNER TRACK

CEILING

STRAP BRIDGING

STRUCTURE ABOVE

EXTEND GYP.

BD. 6" ABOVE

CEILING

DEFLECTION JOINT

CONT. RUNNER TRACK STRUCTURE ABOVE

SMOKESTOP ALL VOID

AREAS TIGHT TO

UNDERSIDE OF

STRUCTURE W/ SAFING

CONTINUOUS

ACOUSTICAL

SEALANT

DEFLECTION JOINT CONTINUOUS

RUNNER TRACK

STRUCTURE ABOVE

STRUCTURE ABOVE

DEFLECTION JOINT

DEFLECTION JOINT

14 GA. STL PLATE AS REQ.

(2) LAYERS OF 1/2" GYP. BD.

(2) LAYERS OF 1/2" GYP. BD.

25 GA. "C" STUDS

24" O.C.

25 GA. "C" STUDS

24" O.C.

"J" SHAPED RUNNER

1" GYP.

WALLBOARD

LINER PANELS

"J" SHAPED RUNNER

FINISH SIDE

CONTINUOUS ACOUSTIC

SEALANT EACH SIDE

(2) LAYERS OF 1/2" GYP. BD.

(2) LAYERS OF 1/2" GYP. BD. 25 GA. "C" STUDS

24" O.C.

STRUCTURE ABOVE

"J" SHAPED RUNNER

EXISTING CONSTR. OR

NEW MASONRY OR

CONC. CONSTR. (SEE

PLANS FOR SPECIFIC

CONDITIONS)

SOUND ATTENUATION

BLANKET MAY OCCUR

CONTINUOUS ACOUSTICAL

SEALANT

SOUND

ATTENUATION

BLANKET MAY

OCCUR

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

HEAD OF PARTITION

CONCRETE SLAB

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

4 7/8"

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

CONTINUOUS RUNNER TRACK

CONTINUOUS RUNNER TRACK

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED

PARTITION AND

STRUCTURE ABOVE W/ U.L.

OR W.H.I. PPROVED (1) HR.

JOINT FIRESTOP SYSTEM.

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

CONTINUOUS RUNNER TRACK

CEILING

EXTEND GYP. BD. 6"

ABOVE CEILING, BOTH

SIDES

CONTINUOUS RUNNER TRACK

DEFLECTION JOINT

STRUCTURE ABOVE

STRAP BRIDGING

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

STRUCTURE ABOVE

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

CONTINUOUS RUNNER TRACK

CONTINUOUS

RUNNER TRACKDEFLECTION JOINT

STRUCTURE ABOVE

CONTINUOUS

RUNNER TRACK

DEFLECTION JOINT

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

DEFLECTION JOINT

14 GA. STEEL

PLATE AS

REQUIRED

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

STRUCTURE ABOVE

CONTINUOUS

RUNNER TRACK

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

CONTINUOUS

RUNNER TRACK

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

EXTEND GYP. BD. 6"

ABOVE CEILING, THIS

SIDE

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

CONTINUOUS ACOUSTICAL

SEALANT EACH SIDE

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

3 1/2" SOUND

ATTENUATION

BLANKET MAY OCCUR

PARTITION TYPE 'C1'

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

EXISTING CONSTR. OR

NEW MASONRY OR

CONC. CONSTR. (SEE

PLANS FOR SPECIFIC

CONDITIONS)

EXISTING CONSTR. OR

NEW MASONRY OR

CONC. CONSTR. (SEE

PLANS FOR SPECIFIC

CONDITIONS)

EXISTING CONSTR. OR

NEW MASONRY OR

CONC. CONSTR. (SEE

PLANS FOR SPECIFIC

CONDITIONS)

CEILING

EXTEND GYP.

BD. 6" ABOVE

CEILING

CONTINUOUS

ACOUSTICAL

SEALANT

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED PARTITION

AND STRUCTURE ABOVE W/

U.L. OR W.H.I. APPROVED (2)

HR. JOINT FIRESTOP SYSTEM

1" GYP.

WALLBOARD

LINER PANELS

25 GA. "C" STUDS

24" O.C.

STRUCTURE ABOVE

"J" SHAPED RUNNER 1" GYP.

WALLBOARD

LINER PANELS

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED PARTITION

AND STRUCTURE ABOVE W/

U.L. OR W.H.I. APPROVED (2)

HR. JOINT FIRESTOP SYSTEM

1" GYP. WALLBOARD

LINER PANELS

PARTITION TYPE 'G'

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE OF

3 5/8" METAL STUD FURRING @ 16" O.C.

PARTITION TYPE 'H'

TWO HOUR RATED SHAFT WALL (U.L. #U438)

(2) LAYERS OF 1/2" FIRE RESISTIVE GYP. BD. ON

FINISHED SIDE OF 25 GA. STL. C-STUDS @ 24" O.C.

WITH 1" THICK GYP. BD. LINER PANELS ON SHAFT SIDE

PARTITION TYPE 'K'

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE OF

7/8" METAL FURRING @ 16" O.C.

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE

OF 2 1/2" METAL STUD FURRING @ 16" O.C.

PARTITION TYPE 'G1'

PARTITION AT FLOORPARTITION AT FLOORPARTITION AT FLOOR

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES PARTITION AT CEILING PARTITION AT CEILING

HEAD OF PARTITIONHEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

CONCRETE SLAB

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE

OF 3 5/8" METAL STUDS @ 16" O.C.

ONE HOUR RATED SHAFT WALL (U.L. #U438)

(1) LAYERS OF 1/2" FIRE RESISTIVE GYP. BD. ON

FINISHED SIDE OF 25 GA. STL. C-STUDS @ 24" O.C.

WITH 1" THICK GYP. BD. LINER PANELS ON SHAFT SIDE

PARTITION TYPE 'K1' PARTITION TYPE 'B1'

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON EACH

SIDE OF 6" STL. STUD @ 16"O.C.

STRUCTURE ABOVE

DEFLECTION JOINT

STRUCTURE ABOVE

DEFLECTION JOINT

CONTINUOUS RUNNER

TRACK

STRUCTURE ABOVE

DEFLECTION JOINT

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED PARTITION

AND STRUCTURE ABOVE W/

U.L. OR W.H.I. APPROVED (2)

HR. JOINT FIRESTOP SYSTEM

CONTINUOUS RUNNER TRACK

CONTINUOUS RUNNER TRACK

6 1/8"

CONTINUOUS

ACOUSTICAL

SEALANT

3 1/2" SOUND

ATTENUATION

BLANKET MAY

OCCUR

3 1/2" SOUND

ATTENUATION

BLANKET MAY

OCCUR

3 1/2" SOUND

ATTENUATION

BLANKET MAY

OCCUR

3 1/2" SOUND

ATTENUATION

BLANKET MAY

OCCUR

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED PARTITION

AND STRUCTURE ABOVE W/

U.L. OR W.H.I. APPROVED (2)

HR. JOINT FIRESTOP SYSTEM

CONTINUOUS RUNNER

TRACK

CONTINUOUS

ACOUSTICAL

SEALANT

PARTITION TYPE 'J'

TWO HOUR RATED (U.L. #U411)

(2) LAYERS OF 5/8" FIRE RESISTIVE GYP. BD.

ON EACH SIDE OF 3 5/8" METAL STUDS @

16" O.C.

PARTITION AT FLOOR

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

CONCRETE SLAB

4 1/4"

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE

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

PARTITION TYPE 'G2'

8" LIGHTWEIGHT CMU

FULL HEIGHT W/ MTL.

HORIZ. WALL REINF.

EVERY OTHER COURSE

STRUCTURE ABOVE

STRUCTURE ABOVE

10 GA. STL. PLATE

8"L AT 4'-0" O.C.

WIDTH MAY VARY

DEPENDING ON

FLUTE LOCATIONS

STRUCTURE ABOVE

COMPRESSIBLE MATERIAL

COMPRESSIBLE MATERIAL

BEYOND AT EACH FLUTE

5X3X3/8" X 8" LLV (TYP.

EACH SIDE OF WALL)

5X3X3/8" X 8" LLV AT 4'-0" MAX.

WITH (2) - 1/2" DIA. EXP.

ANCHORS WITH MIN. 3 1/2"

EMBED. (DO NOT CUT

REINF.) (TYP. EACH SIDE OF

WALL)

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED

PARTITION AND STRUCTURE

ABOVE W/ U.L. OR W.H.I.

APPROVED JOINT FIRESTOP

SYSTEM MATCHING WALL

RATING.

8" LIGHTWEIGHT CMU

FULL HEIGHT W/ MTL.

HORIZ. WALL REINF.

EVERY OTHER COURSE

8" LIGHTWEIGHT CMU

FULL HEIGHT W/ MTL.

HORIZ. WALL REINF.

EVERY OTHER COURSE

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED

PARTITION AND STRUCTURE

ABOVE W/ U.L. OR W.H.I.

APPROVED JOINT FIRESTOP

SYSTEM MATCHING WALL

RATING.

5X3X3/8" X 8" LLV (TYP.

EACH SIDE OF WALL)

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED

PARTITION AND STRUCTURE

ABOVE W/ U.L. OR W.H.I.

APPROVED JOINT FIRESTOP

SYSTEM MATCHING WALL

RATING.

8" LIGHTWEIGHT CMU

FULL HEIGHT W/ MTL.

HORIZ. WALL REINF.

EVERY OTHER COURSE

ONE & TWO HOUR RATED (U.L. #U905)

THREE HOUR RATED (U.L. #U904)

PARTITION TYPE 'M'

PARTITION AT FLOOR

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

CONCRETE SLAB

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON ONE

SIDE OF 2 1/2" METAL STUD @ 16"O.C.

PARTITION TYPE 'D1'

8" LIGHTWEIGHT CMU

FULL HEIGHT W/ MTL.

HORIZ. WALL REINF.

EVERY OTHER COURSE

STRUCTURE ABOVE

STRUCTURE ABOVE

COMPRESSIBLE MATERIAL

BEYOND AT EACH FLUTE

5X3X3/8" X 8" LLV (TYP.

EACH SIDE OF WALL)

5X3X3/8" X 8" LLV AT 4'-0" MAX.

WITH (2) - 1/2" DIA. EXP.

ANCHORS WITH MIN. 3 1/2"

EMBED. (DO NOT CUT

REINF.) (TYP. EACH SIDE OF

WALL)

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED

PARTITION AND STRUCTURE

ABOVE W/ U.L. OR W.H.I.

APPROVED JOINT FIRESTOP

SYSTEM MATCHING WALL

RATING.

8" LIGHTWEIGHT CMU

FULL HEIGHT W/ MTL.

HORIZ. WALL REINF.

EVERY OTHER COURSE

FIRESTOP JOINT BETWEEN

TOP OF FIRE-RATED

PARTITION AND STRUCTURE

ABOVE W/ U.L. OR W.H.I.

APPROVED JOINT FIRESTOP

SYSTEM MATCHING WALL

RATING.

8" LIGHTWEIGHT CMU

FULL HEIGHT W/ MTL.

HORIZ. WALL REINF.

EVERY OTHER COURSE

(1) LAYER OF 5/8" GYP. BD. ON ONE

SIDE OF 7/8" METAL FURRING @ 16" O.C.

ONE & TWO HOUR RATED (U.L. #U905)

THREE HOUR RATED (U.L. #U904)

PARTITION TYPE 'N'

PARTITION AT FLOOR

HEAD OF PARTITION

METAL DECK

HEAD OF PARTITION

CONCRETE SLAB

8" LIGHTWEIGHT CMU

FULL HEIGHT W/ MTL.

HORIZ. WALL REINF.

EVERY OTHER COURSE

PARTITION AT CEILING

CEILING

EXTEND GYP.

BD. 6" ABOVE

CEILING

PARTITION TYPE 'H1'

TWO HOUR RATED WALL (U.L. #U905)

(2) LAYERS OF 5/8" GYP. BD. ON ONE SIDE OF

7/8" METAL FURRING @ 16" O.C.

1.

2.

3.

4.

5.

REFER TO REFLECTED CEILING PLANS FOR LOCATION OF SOUND ATTENUATION

BLANKETS.

REFER TO FINISH SCHEDULE FOR LOCATION OF MOISTURE RESISTANT BOARD

AND CEMENT BOARD.

PROVIDE DEFLECTION JOINT AS REQUIRED BY FIRESTOPPING SYSTEM USED AT

TOP OF RATED PARTITIONS.

SECURE STUDS IN FIRE RATED PARTITION SYSTEM AS REQUIRED BY

FIRESTOPPING SYSTEM USED AT TOP OF RATED PARTITIONS.

WOOD USED FOR FRAMING AND BLOCKING SHALL BE FIRE-RETARDANT

TREATED WOOD, U.L. LABLED

PARTITION TYPES

A10-4

PARTITION TYPES

PARTITION GENERAL NOTES

BID SET

Project Number Office of

Construction and Facilities Management

Building Number

RevisionsDate

Drawing Number

VA FORM 08-6231

CONSULTANTS:ARCHITECTS/ENGINEERS:ARCHITECTURAL PROJECT #

VA CLARKSBURG

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 rte 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 rte r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

9 8 7 6 5 4 3 2 1

9 8 7 6 5 4 3 2 1

Project Title

Location

DateCheckedDrawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN TRUE NORTH

PROJECT NORTH

AREA OF WORK

25% CONSTRUCTION DOCUMENTS09/12/14

50% CONSTRUCTION DOCUMENTS04/28/16

540-325

AMB CARE SUPPORT/PHYS.

SECURITY IMPROVEMENTS

11/30/2016

1 Medical Center Drive, Clarksburg, WV 26301

19200.00

100% CONSTRUCTION DOCUMENTS

REVISED SCHEMATIC DESIGN SUBMISSION03/20/14

75% CONSTRUCTION DOCUMENTS07/12/16

100% CONSTRUCTION DOCUMENTS10/06/16

100% CONSTRUCTION DOCUMENTS11/30/16

SEAL

REINFORCING / MOUNTING PLATE AT BARIATRIC GRAB BARS

1/8" = 1'-0"

TYPICAL REINFORCING / MOUNTING PLAT

1/8" = 1'-0"

SASJJM