8_AE021 - PARTITION TYPES.pdf

2 LAYERS 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. W/

SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK. UL # U419

2 LAYERS 5/8" GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C. W/

SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK. UL # U419

CEILING MATERIAL

AS SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION BATTS

5/8" GYP. BD. EACH SIDE OF

METAL STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

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CEILING MATERIAL

AS SCHEDULED

WALL FINISH AS

SCHEDULED

5/8" GYP. BD. ONE SIDE OF METAL

STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

LINE OF STRUCTURAL DECK

BASE AND FLOORING

AS SCHEDULED

CH METAL STUDS @ 16" O.C.

CEILING MATERIAL AS

SCHEDULED

1" SHAFT LINER

1 LAYER 5/8" GYP. BD. ON ONE SIDE & 1 LAYER 1" SHAFT LINER ON OTHER

SIDE OF 2-1/2" C-STUDS AT 16" O.C. EXTEND FROM FLOOR TO DECK. SEAL

TO DECK WITH FIRE SAFING. 1 HOUR RATED / UL # U415

SUFFIX DETAILS SUFFIX DETAILS SUFFIX DETAILS SUFFIX DETAILS SUFFIX

DETAILS

SUFFIX DETAILS SUFFIX DETAILS SUFFIX DETAILS SUFFIX DETAILS

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION

BATTS AS REQ'D

5/8" "TYPE X" GYP. BD. EACH SIDE

OF METAL STUDS AT 16" O.C.

FIRE RATED SEALANT

AROUND PERIMETER

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TYPE A

1-HOUR RATED / SMOKE

TYPE C

2-HOUR RATED

TYPE B (SHAFT WALL)

1-HOUR / 2-HOUR RATED

TYPE D

(MIN. STC 50)

TYPE E

(MIN. STC 45 / 50)

TYPE G

NON RATED

TYPE J (SHAFT WALL - MIN. STC 50)

NON RATED

TYPE H

NON RATED

TYPE M (PARTIAL CONSTRUCTION)

NON RATED

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

EXTEND GYP. BD. AND SOUND ATTENUATION BATTS FROM FINISH FLOOR

TO DECK. UL # U419 / STC 45

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION BATTS

2 LAYERS 5/8" GYP. BD.

EACH SIDE OF METAL STUDS

AT 16" O.C.

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2 LAYERS 5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16"

O.C. W/ SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK.

RATED TWO HOUR UL # U419

2 LAYERS 5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C.

W/ SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK. RATED

TWO HOUR UL # U419

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

EXTEND TO BOTTOM OF DECK SEAL TO DECK. ALL JOINTS TAPED

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 2 1/2" METAL STUDS AT 16" O.C.

EXTEND TO 6" ABOVE FINISHED CEILING. ALL JOINTS TAPED

LINE OF STRUCTURAL DECKLINE OF STRUCTURAL DECK

C E

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1 1 1 1

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION

BATTS AS REQ'D

2 LAYERS 5/8" GYP. BD.

EACH SIDE OF METAL STUDS

AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

C E

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BASE AND FLOORING

AS SCHEDULED

SOUND ATTENUATION

BATTS AS REQ'D

METAL RUNNER

(FASTENED 16" O.C.)

FIRE RATED SEALANT

AROUND PERIMETER

METAL RUNNER "J"

(FASTENED 16" O.C.)

FIRE RATED SEALANT

AROUND PERIMETER

BASE AND FLOORING

AS SCHEDULED

FIRE RATED SEALANT

AROUND PERIMETER

METAL STUD U-TRACK

FIRE RATED SEALANT

AROUND PERIMETER

FIRE RATED SEALANT

AROUND PERIMETER

LINE OF STRUCTURAL DECKLINE OF STRUCTURAL DECK

LINE OF STRUCTURAL DECK

RESILIENT CHANNEL

WHERE REQUIRED BELOW

5/8" TYPE 'X' GYP. BD. EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. W/ SOUND

ATTENUATION BATTS AND RESILIENT CHANNEL WITH SHIELDING AS REQUIRED.

EXTEND FROM FINISH FLOOR TO DECK. UL # U419 / STC 50)

SHIELDING AS REQUIRED

LINE OF STRUCTURAL DECK

BASE AND FLOORING

AS SCHEDULED

CH METAL STUDS @

16" O.C.

CEILING MATERIAL AS

SCHEDULED

1" SHAFT LINER

C E

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2 LAYERS 5/8" GYP. BD.

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SOUND ATTENUATION

BATTS

METAL RUNNER

(FASTENED 16" O.C.)

METAL RUNNER "J"

(FASTENED 16" O.C.)

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION

BATTS

2 LAYERS 5/8" GYP. BD.

ONE SIDE OF METAL STUDS

AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

C E

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LINE OF STRUCTURAL DECK

1 LAYER 5/8" GYP. BD. ON ONE SIDE & 1 LAYER 1" SHAFT LINER ON OTHER

SIDE OF 2-1/2" C-STUDS AT 16" O.C. W/ SOUND ATTENUATION BATTS EXTEND

FROM FLOOR TO DECK. UL # U415

2 LAYERS 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C. W/

SOUND ATTENUATION BATTS EXTEND FROM FIN. FLR. TO DECK.

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SUFFIX DETAILS SUFFIX DETAILS

CEILING MATERIAL

AS SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION BATTS

5/8" GYP. BD. EACH SIDE OF

EXISTING METAL STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

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TYPE L (PARTIAL CONSTRUCTION)

(MIN. STC 45 / 50)

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF EXISTING 3 5/8" METAL STUDS

WITH SOUND ATTENUATION BATTS.

EXTEND FROM FINISH FLOOR TO DECK. UL # U419 / MIN. STC 45

LINE OF STRUCTURAL DECK

RESILIENT CHANNEL

WHERE REQUIRED BELOW

5/8" TYPE 'X' GYP. BD. EACH SIDE OF EXISTING 3 5/8" METAL STUDS W/

SOUND ATTENUATION BATTS AND RESILIENT CHANNEL WITH REQUIRED

SHIELDING. EXTEND FROM FINISH FLOOR TO DECK. UL # U419 / MIN. STC 50

SHIELDING AS REQUIRED

CEILING MATERIAL

AS SCHEDULED

WALL FINISH AS

SCHEDULED

5/8" GYP. BD. EACH SIDE

OF EXISTING METAL STUDS

BASE AND FLOORING

AS SCHEDULED

LINE OF STRUCTURAL DECK

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF EXISTING 3 5/8" METAL STUDS.

EXTEND FROM FINISH FLOOR TO BOTTOM OF DECK AND SEAL TO DECK.

ALL JOINTS TAPED.

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF EXISTING 6" METAL STUDS.

EXTEND FROM FINISH FLOOR TO BOTTOM OF DECK AND SEAL TO DECK.

ALL JOINTS TAPED.

CEILING MATERIAL

AS SCHEDULED

WALL FINISH AS

SCHEDULED

5/8" GYP. BD. ONE SIDE OF

EXISTING METAL STUDS.

BASE AND FLOORING

AS SCHEDULED

TYPE N (PARTIAL CONSTRUCTION)

NON RATED

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF EXISTING METAL STUDS.

EXTEND TO BOTTOM OF DECK, SEAL TO DECK. ALL JOINTS TAPED

LINE OF STRUCTURAL DECK

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION

BATTS AS REQ'D

5/8" "TYPE X" GYP. BD.

EACH SIDE OF EXISTING

METAL STUDS AT 16" O.C.

FIRE RATED SEALANT

AROUND PERIMETER

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TYPE K (PARTIAL CONSTRUCTION)

1-HOUR RATED / SMOKE

LINE OF STRUCTURAL DECK

BASE AND FLOORING

AS SCHEDULED

FIRE RATED SEALANT

AROUND PERIMETER

SHIELDING AS REQUIRED

SUFFIX DETAILS

SUFFIX DETAILS

CEILING MATERIAL

AS SCHEDULED

BASE AND FLOORING

AS SCHEDULED

TYPE P (PARTIAL CONSTRUCTION)

NON RATED

LINE OF STRUCTURAL DECK

REPLACE 5/8" GYP. BD. ON ONE SIDE OF EXISTING METAL STUDS.

EXTEND TO BOTTOM OF DECK, SEAL TO DECK. ALL JOINTS TAPED

EXISTING FURRING

AT EXTERIOR WALL

5/8" TYPE 'X' GYP. BD. EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. W/ SOUND

ATTENUATION BATTS AND RESILIENT CHANNEL WITH SHIELDING AS REQUIRED.

EXTEND FROM FINISH FLOOR TO DECK. 1 HOUR FIRE RATED UL# U419 / STC 50

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

EXTEND GYP. BD. AND SOUND ATTENUATION BATTS FROM FINISH FLOOR

TO DECK. 1 HOUR FIRE RATED. UL # U419 / STC 45

RESILIENT CHANNEL WHERE

REQUIRED BY TYPE BELOW

5/8" TYPE 'X' GYP. BD. EACH SIDE OF EXISTING METAL STUDS W/ SOUND

ATTENUATION BATTS AND A RESILIENT CHANNEL WITH SHIELDING AS REQUIRED.

EXTEND FROM FINISH FLOOR TO DECK. 1 HOUR FIRE RATED UL# U419 / STC 50

5/8" GYP. BD. ON EACH SIDE OF EXISTING METAL STUDS. EXTEND GYP. BD.

AND SOUND ATTENUATION BATTS FROM FINISH FLOOR TO DECK. 1 HOUR

FIRE RATED. UL # U419 / STC 45

CEILING MATERIAL

AS SCHEDULED

BASE AND FLOORING

AS SCHEDULED

LINE OF STRUCTURAL DECK

2 LAYERS OF 5/8" GYP. BD. ON ONE SIDE OF EXISTING METAL STUDS

WITH SOUND ATTENUATION BATTS. EXTEND TO BOTTOM OF DECK,

SEAL TO DECK. ALL JOINTS TAPED

2 LAYERS OF 5/8" GYP. BD. ON

EXISTING METAL STUDS

SOUND ATTENUATION BATTS

TYPE R (PARTIAL CONSTRUCTION)

NON RATED

2 LAYER 5/8" GYP. BD. ON ONE SIDE & 1 LAYER 1" SHAFT LINER ON OTHER SIDE

OF 2-1/2" C-STUDS AT 16" O.C. W/ SHIELDING AS REQUIRED. EXTEND FROM

FLOOR TO DECK. SEAL TO DECK WITH FIRE SAFING. 2 HOUR RATED / UL # U415

CEILING MATERIAL

AS SCHEDULED

WALL FINISH AS

SCHEDULED

5/8" GYP. BD. ONE SIDE

OF METAL STUDS

AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

SUFFIX DETAILS

TYPE F

NON RATED

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

EXTEND STUDS FROM FIN FLR TO BOTTOM OF DECK SEAL TO DECK.

EXTEND FINISH 6" ABOVE CEILING. ALL JOINTS TAPED.

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C.

EXTEND STUDS FROM FIN FLR TO BOTTOM OF DECK SEAL TO DECK.

EXTEND FINISH 6" ABOVE CEILING. ALL JOINTS TAPED.

LINE OF STRUCTURAL DECK

SUFFIX DETAILS

SUFFIX DETAILS

TYPE S (PARTIAL CONSTRUCTION)

RATED

EXISTING GYP. BD. ON EXISTING METAL FRAMING. TAPE AND MUD EXISTING

GYP. BD. AND COMPLETE WALL CONSTRUCTION.

SEAL TO DECK. ALL JOINTS TAPED

CEILING MATERIAL

AS SCHEDULED

BASE AND FLOORING

AS SCHEDULED

LINE OF STRUCTURAL DECK

EXISTING 5/8" GYP. BD. ON

EXISTING METAL FRAMING

TAPE AND MUD EXISTING

GYPSUM BOARD

SUFFIX DETAILS

WALL FINISH AS

SCHEDULED

5/8" GYP. BD. ONE SIDE

OF METAL STUDSAT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

3'

H A

LF

W

A

LL

TYPE T (HALF WALL)

NON RATED

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

SHIELDING AS REQUIRED,

COORDINATE WITH VA

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL

STUD U-TRACK

EXISTING METAL

STUD U-TRACK

METAL STUD U-TRACK

METAL STUD U-TRACK

SHIELDING AS REQUIRED,

COORDINATE WITH VA

1. PAINT CONTINUOUS 4" TALL, STENCILED LETTERS, ABOVE CEILING, ON BOTH SIDES OF ALL FIRE AND SMOKE WALLS DESIGNATING THE PARTITION RATING INDICATED ON THE LIFE SAFETY PLAN.

2. PROVIDE AND INSTALL CEMENTITIOUS BACKER BOARD IN LIEU OF GYP BD AT ALL SCHEDULED TILE LOCATIONS. UNLESS NOTED OTHERWISE, TILE SHALL BE INSTALLED PER TILE COUNCIL OF

AMERICA LATEST STANDARDS FOR EACH TYPE OF BACKING MATERIAL REPRESENTED IN

WALL/PARTITION.

3. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GYP BD WHICH EXTENDS A MINIMUM OF 6"

ABOVE THE SUSPENDED CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE

ARCHITECT.

4. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL CONDITIONS IN REGARDS TO

STRUCTURAL REQUIREMENTS.

5. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS, ETC. SHALL

ALIGN ACROSS VOIDS AND JOINTS.

6. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME ADJACENT WALLS (UNLESS NOTED

OTHERWISE) WHERE GYPSUM BOARD CONTINUES ABOVE CEILING AND ABOVE THE CEILING

LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL HAVE CORNER

BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE

FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE

STOPPING TAPE/CAULK AT ALL RATED PARTITIONS.

7. ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE

OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED, SHALL

EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE.

8. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE

SUPPORTED BY TOP CHORD OF STRUCTURAL JOISTS AND NOT FROM THE METAL DECK.

9. COORDINATE WITH MILLWORK DRAWINGS FOR PLACEMENT OF BLOCKING IN WALLS/PARTITIONS.

ALL WOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.

10. IMPACT RESISTANT GYP BD, WHERE NOTED, IS OPTIONAL ABOVE 8' AFF AND BEHIND LOCKERS.

11. SEAL THE TOP AND BOTTOM OF WALL AS WELL AS ALL PENETRATIONS WHERE SMOKE

PARTITIONS ARE DESIGNATED ON THE LIFE SAFETY PLAN TO ELIMINATE THE PASSAGE OF

SMOKE.

12. USE DEFLECTION TRACKS WHERE STUD WALLS ATTACH DIRECTLY TO METAL DECK.

GENERAL PARTITION NOTES

A3

BASIC PARTITION

ASSEMBLY CATEGORY

FRAMING UNIT

SIZE CATEGORY

PARTITION TAG

PARTITION

PER PLAN

TYPICAL PARTITION TAG

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Office Of Construction & Facilities Management Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

OK ARCH REG. NO. CA02295, EXP. 06/30/2023

OK ENGR REG. NO. CA7127, EXP. 06/30/2023

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

OCULUS INC.

1 S. MEMORIAL DR., SUITE 1500

ST. LOUIS, MO 63102

(314) 367-6100

SPUR PROJECT NUMBER: 1791.08

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

SEE FRONT COVER SHEET

FOR APPROVAL SIGNATURE

VERTICAL TRANSPORTATION

ENVIRONMENTAL HYGIENIST

TEC-AN, INC.

2517 S. PURDUE AVE.

OKLAHOMA CITY, OK 73128

(405) 681-7076

LERCH BATES

2001 BRYAN ST., SUITE 1930

DALLAS, TX 75201

(972) 294-5221

/2

/2

:1 :5

P

M

AE021

PARTITION TYPES

ZDL

8 OF 92JNK

100% RFP DOCUMENTS

CONSTRUCT SURGICAL INTENSIVE

CARE UNIT & RENOVATE

OPERATING ROOMS

08/02/2021

635-436

OKLAHOMA CITY VA HEALTHCARE SYSTEM

921 NE 13TH ST, OKLAHOMA CITY, OK 73104

No. REVISION DESCRIPTION DATE