118ECE908 AMDT 002 A002 PARTITION TYPES.pdf
PDF 323 KB Posted
- Attached to
- DLA Fitness Center Renovation
- Solicitation number
- W9123620B2011
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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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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