118ECE908 AMDT 002 A002 PARTITION TYPES.pdf

PDF 323 KB Posted

Attached to
DLA Fitness Center Renovation
Solicitation number
W9123620B2011
Issued by

About this file

This document provides details for a federal construction contract opportunity to renovate the Defense Supply Center Richmond Fitness Center located in Richmond, Virginia. The renovation project includes construction services to relocate the existing fitness center from one building to another, and will encompass offices, wellness areas, courts, exercise rooms, locker rooms, and support spaces. The solicitation will be issued on April 9, 2020 as a sealed bid using a 100% small business set-aside and Definitive Responsibility Criteria. The contract type will be firm-fixed-price with a period of 450 days after notice to proceed. The construction cost is estimated between $5-10 million and will require a payment and performance bond. The solicitation response date is May 7, 2020 and the contract will be awarded by the U.S. Army Corps of Engineers Norfolk District.

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Text version

5/8" GYP. BOARD OR

MOISTURE RESISTANT GYP.

BOARD AT PLUMBING (CUT

TO DECK CONFIGURATION)

BASE AS SCHEDULED

FINISH FLOOR

2" SPRAY FOAM INSULATION

METAL STUDS @ 16" O.C.

P1 - MATCH EXISTING

P1A - 6" STUD

STRUCTURE ABOVE, REFER

TO STRUCTURAL DRAWINGS

P1

HEAD

PLAN

SILL

1. ALL PARTITIONS TO STRUCTURE ABOVE UNLESS NOTED

OTHERWISE.

2. SEE DETAILS ON THIS SHEET FOR TYPICAL PARTITION

HEAD AND SILL DETAILS FOR ACOUSTICAL AND FIRE-

RATING TREATMENT.

3. ALL PARTITIONS TO BE MUD & TAPED TO DECK ABOVE

CEILING TO MEET STC AND FIRE RATINGS.

4. PROVIDE 5/8" FIBERGLASS MAT GYP. BOARD IN TILE

AREAS AND IN WET AREAS. SEE SPECIFICATIONS FOR

LOCATIONS AND TYPE.

5. PROVIDE FIRE RATED GYP. BOARD AT ALL RATED

PARTITIONS.

6. PROVIDE ABUSE RESISTANT GYP. BOARD FROM FINISHED

FLOOR TO 4'-0" A.F.F. THROUGHOUT BUILDING.

PARTITION TYPE NOTES:

CEILING AS SCHEDULED

WALL FURRING W/ SPRAY FOAM P3A P4

HEAD

PLAN

SILL

FIN. FLOOR

CEILING AS SCHEDULED

5/8" GYPSUM BOARD

OR MOISTURE

RESISTANT GYPSUM

BOARD AT EXPOSED

WALLS IN WET AREAS

BASE AS SCHEDULED

3-5/8" METAL STUDS @

16" O.C. (TO DECK ONE

SIDE ONLY)

8"

P2

5/8" GYPSUM BOARD

CEILING AS

SCHEDULED

BASE AS SCHEDULED

3-5/8" METAL STUDS

@ 16" O.C.

HEAD

PLAN

SILL

FIN. FLOOR

8" CMU BLOCK

CMU W/ METAL STUD/ T&G PANEL

P2A

P2B

METAL STUD CHASE

5/8" GYP. BOARD OR

MOISTURE RESISTANT GYP.

BOARD AT PLUMBING (CUT TO

DECK CONFIGURATION, BOTH

SIDES)

BASE AS SCHEDULED

FINISH FLOOR

PORCELAIN TILE WAINSCOT

OVER 5/8" CEMENT BACKER

BOARD (RESTROOM SIDE ONLY)

3" SOUND ATTENUATION

BATT INSULATION - U.N.O.

STC 48, USG-960709

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

STRUCTURE ABOVE, REFER

TO STRUCTURAL DRAWINGS

HEAD

PLAN

SILL

CEILING AS SCHEDULED

1-HR. - UL U465

SMOKE PARTITION

STC 48 - UL U465 P2C 6" METAL STUD

EXISTING WALL

CONSTRUCTION

P5 EXISTING BRICK WALL - EXPOSED

BASE AS SCHEDULED

FINISH FLOOR

REMOVE EXISTING FURRING

AND PATCH BRICK AS

REQUIRED.

STRUCTURE ABOVE, REFER

TO STRUCTURAL DRAWINGS

HEAD

PLAN

SILL

CEILING AS SCHEDULED

EXISTING BRICK WALL

CONSTRUCTION

P2D GYP 1-SIDE, NO SOUND BATT

STRUCTURE ABOVE,

REFER TO

STRUCTURAL

DRAWINGS

STRUCTURE ABOVE,

REFER TO STRUCTURAL

DRAWINGS

P8

5/8" CEMENT BACKER BOARD

DUCKBOARD CEDAR FLOORING

1/2" THICK WESTERN RED CEDAR

TONGUE AND GROOVE BOARDS

(RUN VERTICAL)

1 1/2" EXTRUDED POLYSTYRENE

RIGID INSULATION

2X2 FURRING STRIPS @ 24" O.C.

HEAD

PLAN

SILL

WOOD CEILING AS SCHEDULED

SAUNA PARTITIONP7 STEAM PARTITION

FINISH FLOOR, PORCELAIN

TILE. SLOPED TO DRAIN.

5/8" CEMENT BACKER BOARD

3" SOUND ATTENUATION

BATT INSULATION - U.N.O.

STC 49, USG-960709

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

HEAD

PLAN

SILL

PORCELAIN TILE CEILING AS

SCHEDULED, SLOPED

NOTE: ALL FASTENERS/ HARDWARE

TO BE STAINLESS STEEL

CEDAR BASE

CEILING

8' - 0"

CEILING

8' - 0"

WATERPROOF MEMBRANE

REFER TO

STRUCTURAL DETAILS

(S-301) FOR SLIP

CONNECTION AT TOP

OF CMU WALL

REFER TO STRUCTURAL

P2E GYP 1-SIDE, 1-HR.

PORCELAIN TILE OVER THIN

SET MORTAR

FOIL VAPOR BARRIER MEMBRANE

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

P3B CMU W/ METAL STUD/ T&G PANEL

T&G WALL PANELS:

- 7/8" @ P3A, P3C & P3D

- 1 1/8" @ P3B

2-1/2" METAL STUDS

@ 16" O.C.

P3C FURRED 2 1/2" METAL STUD W/ T&G PANEL (NO CMU)

P6 STC 56 - UL U411

(2) LAYERS 5/8" GYP. BOARD

(EACH SIDE)

BASE AS SCHEDULED

FINISH FLOOR

3" SOUND ATTENUATION

BATT INSULATION - U.N.O.

STC 56, USG-840818

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

STRUCTURE ABOVE, REFER

TO STRUCTURAL DRAWINGS

HEAD

PLAN

SILL

CEILING AS SCHEDULED

3" SOUND ATTENUATION BATT

INSULATION - U.N.O.

STC 49, USG-960709

P3D 6" METAL STUD W/ T&G PANEL (NO CMU)

P1A 14 GA. 6" STUD W/ SPRAY FOAM

BRICK TIES @ 16" O.C.

(P1A ONLY)

SOUND ISOLATION

CLIPS

P1B SMOKE PARTITION

P7A SMOKE PARTITION

FIN. FLOOR

CONTIUOUS BED OF ACOUST.

SEALANT UNDER GYP. BD.

BASE PER SCHEDULE

GYP. BD. BOTH SIDES - SEE

PART. TYPE FOR TYPE &

THICKNESS

SEE PART. TYPE FOR METAL

STUDS SIZE AND ATTENUATION

BLANKET THICKNESS

PRE-FORMED METAL CONTROL JOINT

BACKER ROD AND SEALANT

JT. SPACING 30'-0" O.C. MAX. OR

MAXIMUM AREA PER GYP. BD. MFR'S

GUIDELINES

/4

D

E F

L

/2

TOP OF MTL. STUD

UNDERSIDE OF STRUCTURE ABOVE

SLOTTED DEFLECTION TRACK, SECURE

TO FRAMING/STRUCT ABOVE

FIRESTOPPING SEALANT WITH BOND BREAKER AT

RATED WALLS - ALL OTHER WALLS TO RECEIVE

ACOUSTIC SEALANT (STC 44 MIN.)

SECURE T.O. STUDS ONLY TO DEFL.

TRACK W/ SCREWS THROUGH SLOTS.

METAL EDGE TRIM

SECURE GYP. BD. TO STUDS

BELOW DEFLECTION TRACK.

GYPSUM BOARD AND METAL STUD PARTITION. -

SEE PARTITION TYPES FOR SIZES.

3 5/8" MIN. STUD

BACKING PLATE - 6" (20 GA.)

RUNNER TRACK NOTCHED

AROUND STUDS:

TYPE A1 : 1 STUD BAY

TYPE A2 : 2 STUD BAYS MIN.

1/8" MAX. GAP -

BOTH SIDES

NOTES:

1. TYPE 'A1' BACKING PLATE IS FOR SMALL ITEMS (SUCH AS

SOAP DISPENSERS, DOOR STOPS, MIRRORS, CLOTHES

HOOKS, ETC.) WHICH WEIGH OR SUPPORT WEIGHTS OF LESS

THAN 25 POUNDS.

2. TYPE 'A2' BACKING PLATE IS FOR UPPER WALL MOUNTED

CABINETS (UP TO 2 SHELVES). BASE CABINETS, FULL HEIGHT

CABINETS, HANDRAILS, GUARDRAILS & WALL MOUNTED

EQUIPMENT UP TO 100 POUNDS PER L.F.

3. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN

ATTACHING ITEMS TO TYPE A2 BACKING PLATE.

4. STUD FLANGES ARE CONTINUOUS.

5. CONFIRM LENGTH, HEIGHT & LOCATION OF BACKING PLATE

AND NUMBER REQUIRED WITH ITEM TO BE MOUNTED.

6. COORDINATE GAUGE OF EXTERIOR WALL STUDS W/

STRUCTURAL DRAWINGS.

3 - #8 PAN HEAD SHEET METAL

SCREWS

1/16" 1-3/8" #10 PAN HEAD SHEET

METAL SCREWS @

MIDHEIGHT OF PLATE

1"

1/8"

3 5/8" 24 GA. RUNNER TRACK

STIFFENERS WELDED TO

CONTINUOUS PLATE AS SHOWN

3 5/8" MIN. TYPE C STUD

#10 PAN HEAD SHEET

METAL SCREWS

1/4" MAX.CONT. 6" 14 GA. PLATE,

2 STUD BAYS MIN.

NOTES:

1. TYPE 'B' BACKING PLATE IS FOR ALL UPPER WALL

MOUNTED CABINETS (OVER 2 SHELVES) AND WALL

MOUNTED EQUIPMENT UP TO 200 POUNDS PER L.F.

2. USE #12 SELF TAPPING SHEET METAL SCREWS

WHEN ATTACHING ITEMS TO BACKING PLATE.

3. STUD FLANGES ARE CONTINUOUS.

4. CONFIRM LENGTH, HEIGHT & LOCATION OF

BACKING PLATE AND NUMBER REQUIRED WITH ITEM

TO BE MOUNTED.

1' - 4"

1'

6"

1/4" BENT STEEL

PLATE

DOUBLE TYPE C

STUDS

NOTES:

1. TYPE 'C' BACKING PLATE IS FOR WALL MOUNTED

EQUIPMENT AS DESIGNATED.

2. FOR THE METHOD OF FASTENING THE EQUIPMENT TO

THE BACKING PLATE, REFER TO THE MOUNTING

INSTRUCTIONS FOR THE EQUIPMENT OR TO THE

APPROPRIATE DETAIL.

3. CONFIRM LENGTH, HEIGHT & LOCATION OF BACKING

PLATE AND NUMBER REQUIRED WITH ITEM TO BE

MOUNTED.

4. FOR ITEMS OVER 1' - 4" WIDE, THE DETAIL MAY BE

REPEATED AS NECESSARY.

5 - #8 PAN HEAD SHEET

METAL SCREWS - BOTH

SIDES.

US Army Corps of Engineers ®

SHEET

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SCALE : 3" = 1'-0"A4 TYP. SILL DETAIL

SCALE : 3" = 1'-0"A2 TYP. GYP. BOARD CONTROL JOINT

SCALE : 3" = 1'-0"A1 TYP. HEAD DETAIL

SCALE : 1" = 1'-0"B3 BACKING PLATES - TYPES 'A1' & 'A2'

SCALE : 1" = 1'-0"B5 BACKING PLATE - TYPE 'B'

SCALE : 1" = 1'-0"A5 BACKING PLATE - TYPE 'C'

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