P09 Corrected OR_ARCH_A-501 - PARTITION TYPE DETAILS - 1 Page.pdf

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Z2DA--Construct Surgical Suite Addition P/N: 657-501 Federal contract opportunity
Solicitation number
36C25520R0040-0001
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

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This document contains construction drawings for partition types and details to be used in a surgical suite addition project for the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15. Key details include specifications for 1-hour and 3-5/8 inch metal stud partitions to be installed at various locations throughout the project site, with requirements for fire caulking and sealant at penetrations. Deflection details are also provided specifying attachment methods for wall boards. Plaster work details indicate a smooth 1/8 inch finish is required where plaster is used.

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P09 Corrected OR_ARCH_A-502 - GENERAL DETAILS - 1 Page.pdf PDF
P09 Corrected OR_ARCH_A-202 - EXTERIOR BUILDING ELEVATIONS - 1 Page.pdf PDF
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P09 Corrected OR_ARCH_AC102 - BLDG 2 2nd FLOOR AREA A REFLECTED CEILING PLAN - 1 Page.pdf PDF
P09 Corrected OR_ARCH_AC101 - SECOND FLOOR REFLECTED CEILING PLAN - 1 page.pdf PDF
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P09 Corrected OR_ARCH_LS112 - LIFE SAFETY - ACCESSIBILITY GUIDELINES - 1 Page.pdf PDF
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P09 Corrected OR_ARCH_A-102 - BLDG 02 2ND FLOOR AREA A RENOVATION PLAN - 1 Page.pdf PDF
P09 Corrected OR_ARCH_A-103 - BLDG 02 2ND FLOOR AREA B RENOVATION PLAN - 1 Page.pdf PDF
P09 Corrected OR_ARCH_LS111 - LIFE SAFETY - ACCESSIBILITY GUIDELINES - 1 page.pdf PDF
P09 Corrected OR_ARCH_A-201 - EXTERIOR BUILDING ELEVATIONS - 1 Page.pdf PDF
P09 Corrected OR_ARCH_AD101 - SECOND FLOOR DEMOLITION PLAN - 1 Page.pdf PDF
P09 Corrected OR_ARCH_A-002 - SECOND FLOOR EXISTING PLAN - 1 page.pdf PDF
P09 Corrected OR_ARCH_G-002 - DRAWING INDEX AND PROJECT INFORMATION - 1 Page.pdf PDF
P09 Corrected OR_ARCH_A-401 - ENLARGED PLANS - 1 Page.pdf PDF
P09 Corrected OR_ARCH_AC104 - BLDG 38 2ND FLOOR REFLECTED CEILING PLAN - 1 Page.pdf PDF
P09 Corrected OR_ARCH_A-601 - DOOR SCHEDULE DOOR ELEVATIONS AND DETAILS - 1 page.pdf PDF
P09 Corrected OR_ARCH_A-003 - PHASING AND INFECTION CONTROL PLAN - 1 Page.pdf PDF
P09 Corrected OR_ARCH_A-101 - SECOND FLOOR OVERALL RENOVATION PLAN - 1 page.pdf PDF
P09 Corrected OR_ARCH_A-001 - ARCHITECTURAL NOTES ABBREVIATIONS AND SYMBOLS - 1 Page.pdf PDF
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PARTITION TYPES

TEMPORARY PARTITION DETAIL - 1 HR/NEW CONSTRUCTION - 1 HR A1 1/2" = 1'-0" 1 1/2" = 1'-0"C1 1/2" = 1'-0"B1 1/2" = 1'-0" F1 1/2" = 1'-0"

H1 1/2" = 1'-0"

D1 1/2" = 1'-0" ETYPICAL 3-5/8" METAL STUD PARTITION FURRING @ EXISTING EXTERIOR WALL CONSTRUCTIONFURRING @ EXISTING CONSTRUCTION

FLOOR FINISH AS SCHEDULED

WALL BASE AS SCHEDULED

5/8" TYPE 'X' GYPSUM BOARD

18 GAUGE 2 1/2" METAL STUDS @ 16"

O.C.

EXISTING WALL CONSTRUCTION

NEW CONSTRUCTIONEXG. CONSTRUCTION

FLOOR FINISH AS SCHEDULED

EXISTING CONCRETE DECK

WALL BASE AS SCHEDULED - TYP. EACH SIDE

FIRE RATED SEALANT - TYP. EACH SIDE

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

NOTE:

1. FIRE CAULK AND SEAL ALL PENETRATIONS.

2. PROVIDE TEMPORARY PARTITIONS WHERE INDICATED

AND AS REQUIRED BY V.A. INFECTION CONTROL POLICY.

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

FIRE STOP SEALANT - TYP. BOTH SIDES

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

4 7/8"

2 1/2" SPRAY FOAM INSULATION

FLOOR FINISH AS SCHEDULED

WALL BASE AS SCHEDULED

3/4" HAT CHANNEL FURRING (18 Ga.)

@ 16" O.C. MECHANICALLY ATTACHED

EXISTING WALL CONSTRUCTION

NEW CONSTRUCTIONEXG. CONSTRUCTION

FIRE SEALANT

J1 1/2" = 1'-0"

CHASE @ ORN1 1/2" = 1'-0"

TYPICAL 6" METAL STUD PARTITION

FLOOR FINISH AS SCHEDULED

EXISTING CONCRETE DECK

WALL BASE AS SCHEDULED - TYP. EACH SIDE

SEALANT - TYP. EACH SIDE

5/8" TYPE 'X' MOLD RESISTANT GYP. BD.

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

SEALANT - TYP. BOTH SIDES

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

4 7/8"

FLOOR FINISH AS SCHEDULED

5/8" TYPE 'X' MOLD RESISTANT GYP. BD. TYP.

EACH SIDE

18 Ga. 3 5/8" METAL STUDS @ 16" O.C. PROVIDE 14 Ga. STUDS @ FIXTURE LOCATIONS. TYP.

EACH SIDE

EXG. CONCRETE DECK

SOLID POLYMER PANEL. TYP. EACH SIDE

1/16" MIN. SILICONE ADHESIVE. TYP. EACH SIDE

WALL BASE AS SCHEDULED. TYP. EACH SIDE

FLOOR FINISH AS SCHEDULED

EXISTING CONCRETE DECK

WALL BASE AS SCHEDULED

18 GA. 6" METAL STUDS @ 16" O.C.

SEALANT - TYP. BOTH SIDES

5/8" TYPE 'X' GYP. BD. TYP. EACH SIDE 5/8" TYPE 'X' GYPSUM BOARD

Q1 1/2" = 1'-0"

3 5/8" METAL STUD PARTITION AT TOILET3-5/8" METAL STUD WALL

FLOOR FINISH AS SCHEDULED

EXISTING CONCRETE DECK

WALL BASE AS SCHEDULED. TYP. EACH SIDE

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

SEALANT - TYP. BOTH SIDES

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

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

EXISTING CONCRETE DECKEXISTING CONCRETE DECK

FULL WIDTH FRICTION FIT SOUND BATT

INSULATION.

FIRE STOP SEALANT. - TYP. EACH SIDE

G1 1/2" = 1'-0"FURRING @ EXISTING EXTERIOR WALL CONSTRUCTION

FLOOR FINISH AS SCHEDULED

WALL BASE AS SCHEDULED

5/8" TYPE 'X' GYPSUM BOARD

18 GAUGE 6" METAL STUDS

@ 16" O.C.

EXG. WALL CONSTRUCTION

NEW CONSTRUCTIONEXG. CONST.

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

VARIES

EXISTING CONCRETE DECK

CERAMIC WALL TILE

4'-0" A.F.F.

FLOOR FINISH AS SCHEDULED

EXISTING CONCRETE DECK

WALL BASE AS SCHEDULED. TYP. EACH SIDE

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

SEALANT - TYP. BOTH SIDES

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

CERAMIC WALL TILE. TYP. EACH SIDE

4'-0" A.F.F.

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

K1 1/2" = 1'-0"3 5/8" METAL STUD PARTITION AT EXISTING CONSTRUCTION

FLOOR FINISH AS SCHEDULED

EXISTING CONCRETE DECK

WALL BASE AS SCHEDULED. TYP. EACH SIDE

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

SEALANT - TYP. BOTH SIDES

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

CERAMIC WALL TILE. TYP. EACH SIDE

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

EXISTING WALL CONSTRUCTION

4'-0" A.F.F.

TOILET SIDE TOILET SIDE TOILET SIDE NEW CONSTRUCTIONEXG. CONSTRUCTION

L1 1/2" = 1'-0"6" METAL STUD WALL

FLOOR FINISH AS SCHEDULED

EXISTING CONCRETE DECK

WALL BASE AS SCHEDULED. TYP. EACH SIDE

18 GA. 6" METAL STUDS @ 16" O.C.

SEALANT - TYP. BOTH SIDES

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

CERAMIC WALL TILE

4'-0" A.F.F.

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

TOILET SIDE

M1 1/2" = 1'-0"

P1 1/2" = 1'-0"3 5/8" METAL STUD PARTITION

FLOOR FINISH AS SCHEDULED

EXISTING CONCRETE DECK

WALL BASE AS SCHEDULED.

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

SEALANT

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

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

VARIES

6" METAL STUD PARTITION R1 1/2" = 1'-0"

FLOOR FINISH AS SCHEDULED

EXISTING CONCRETE DECK

WALL BASE AS SCHEDULED.

18 GA. 6" METAL STUDS @ 16" O.C.

SEALANT

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

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

S1 1/2" = 1'-0" 6" METAL STUD PARTITION T1 1/2" = 1'-0"

FLOOR FINISH AS SCHEDULED

WALL BASE AS SCHEDULED

5/8" TYPE 'X' GYPSUM BOARD

18 GAUGE 6" METAL STUDS

@ 16" O.C.

EXG. WALL CONSTRUCTION

NEW CONSTRUCTIONEXG. CONST.

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

EXISTING CONCRETE DECK

CERAMIC WALL TILE

4'-0" A.F.F.

U1 1/2" = 1'-0" V1 1/2" = 1'-0"3 5/8" METAL STUD PARTITION @ SHOWER W1 1/2" = 1'-0" DEFLECTION DETAIL - TYPICAL TO ALL PARTITIONS

/2

EXISTING CONCRETE DECK

/2

TOP OF STUDS

METAL STUDS @ 16" O.C.

ATTACH WALLBOARD TO

STUDS. DO NOT ATTACH

TO TOP TRACK.

X1 1/2" = 1'-0"

SEALANT - TYP. EACH SIDE

FLOOR FINISH AS SCHEDULED

EXISTING CONCRETE DECK

WALL BASE AS SCHEDULED. TYP. EACH SIDE

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

SEALANT - TYP. BOTH SIDES

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

CERAMIC WALL TILE

FULL WIDTH FRICTION FIT

SOUND BATT INSULATION

SHOWER SIDE

NOTE:

1. SEE PLAN FOR SPECIFIC

WALL FIRE RATING

DEFLECTION CLIPS - TYP.

FLOOR FINISH AS SCHEDULED

WALL BASE AS SCHEDULED

EXISTING WALL CONSTRUCTION

NEW CONSTRUCTIONEXG. CONSTRUCTION

EXISTING CONCRETE DECK

PLASTER @ EXISTING EXTERIOR WALL CONSTRUCTION

1/8" PLASTER, SKIM COATING. SMOOTH FINISH

PREPARE SURFACE FOR FINISHES

NOT USED

NOT USED

NOT USEDNOT USED

NOT USED

NOT USED NOT USED

NOT USEDNOT USEDNOT USEDNOT USEDNOT USEDNOT USED

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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001-016606

CD A R

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H I

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ILOF I L

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EXPIRES 11-30-20

HENSLEY

BAYSINGER

/1

/2

:0

:2

P

M

A-501

PARTITION TYPE DETAILS

18 28ZC

RELOCATE AND UPGRADE

OPERATING SUITES -

MARION, IL

MARION VAMC

MARION, IL 62959

11/13/2019

BID DOCUMENTS

657-501

MM

FIRE CAULK AND SEAL ALL PENETRATIONS,

INCLUDING PERIMETER OF ELECTRICAL BOXES, IN

PARTITIONS OF FIRE RATED PARTITIONS.

PROVIDE ACOUSTICAL SEALANT AT ALL

PENETRATIONS, INCLUDING PERIMETER OF

ELECTRICAL BOXES, IN PARTITIONS INDICATED TO

RECEIVE ACOUSTICAL SEALANT OR INDICATED AS

AN STC PARTITION.

USE SLIP TRACKS FOR ALL TOP TRACKS OF

PARTITIONS, UNLESS NOTED OTHERWISE. WALL

BOARD SHALL BE ATTACHED TO STUDS. DO NOT

ATTACH WALL BOARD TO TOP TRACK. RE:

DEFLECTION DETAILS THIS SHEET.

PROVIDE BULLNOSE CORNERS. TYPICAL ALL

LOCATIONS.

1/8" SKIM COAT PLASTER WORK SHALL HAVE A

SMOOTH FINISH. PLASTER SURFACE TO BE

PREPARED FOR FINISHES

ALL SOLID POLYMER PANELS USED AS A WALL

FINISH SHALL BE 1/4" THICK PANELS.

FIRE DAMPERS ARE NOT REQUIRED FOR 1-HOUR

WALLS.

ALL 2-HOUR FIRE RATED WALLS TO HAVE (2)

LAYERS OF 5/8" GYPSUM BOARD, EACH SIDE.

1.

2.

3.

4.

5.

6.

7.

8.

File details come from the government source that posted it. Updated .