Attachment 138 AMEND4_DLA_OPS_PH II-_A-103.pdf
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- Solicitation number
- W91235620R2005
About this file
This document contains construction drawings and specifications for the Defense Logistics Agency Aviation Operations Center, Phase II project at the Defense Supply Center Richmond facility. The project involves construction of a new three-story building addition and renovations to existing facilities. Drawings show the overall third floor plan and include notes on wall types, schedules for partitions and finishes, and other details. The related federal contract opportunity is solicitation number W91235620R2005 issued by the Department of the Army Corps of Engineers Norfolk District for construction services for the DLA Aviation Operations Center, Phase II project at DSCR. Amendments 1, 2, 3, 5, 6 and 7 have been issued to the solicitation.
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Text version
AREA 'A3' AREA 'D3'
7 9 10 116 13 14
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" 17 '-0
'-8
15'-5 29/32" 28'-9" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 29'-11" 15'-5 31/32"
'-9
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6"
GENERAL NOTES
A. SEE SHEET A-001 FOR GENERAL NOTES
B. SEE SHEET A-103 FOR PARTITION SCHEDULE
C. SEE SHEETS A-606 THROUGH A-613 FOR ALL WINDOW, CURTAIN WALL AND
STOREFRONT ELEVATIONS
D. SEE SHEETS A-701 THROUGH A-706 FOR FINISH SCHEDULES
DAVID P. ISBELL A
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ARCH TI ECT
US Army Corps of Engineers ®
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1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
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10 JANUARY 2020
737204
A-103
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1/16" = 1'-0"
OVERALL THIRD FLOOR PLAN
0 4' 8' 16' 32' 48' 1/16"=1'-0"
GRAPHIC SCALE
KEY PLAN
NOT TO SCALE
A3 D3
PARTITION TYPE SCHEDULE
TYPE WIDTH
DESCRIPTION
STC
FULL
HEIGHT
FIRE TEST
#WALL STRUCTURE
4A 4 1/4" -
4B 4 7/8" 3 5/8" METAL STUDS AT 16" ON CENTER WITH 5/8" GWB ON EACH SIDE. EXTEND GWB 6" ABOVE FINISHED CEILING AND BRACE STUDS TO STRUCTURE ABOVE. - Yes
4B1 4 7/8" 3 5/8" METAL STUDS AT 16" ON CENTER WITH 5/8" GWB ON EACH SIDE. EXTEND PARTITION AND SEAL TIGHT TO METAL DECK ABOVE. SEAL ALL OPENINGS AND
PENETRATIONS TO RESIST PASSAGE OF SMOKE.
- Yes
4C 4 7/8" 3 5/8" METAL STUDS AT 16" ON CENTER WITH 5/8" TYPE 'X' GWB ON EACH SIDE. EXTEND PARTITION AND SEAL TIGHT TO METAL DECK ABOVE. PROVIDE SOUND
ATTENUATION BATTS.
STC50
4C1 4 7/8" STC45
4E 6 1/8" 3 5/8" METAL STUDS AT 16" ON CENTER WITH TWO LAYERS 5/8" TYPE 'X' GWB ON EACH SIDE. EXTEND PARTITION AND SEAL TIGHT TO METAL DECK ABOVE. - Yes UL U419
4S 5 1/4" 4" METAL CH STUDS AT 24" ON CENTER WITH 1" SHAFTLINER ON SHAFT SIDE AND TWO LAYERS 5/8" TYPE 'X' GWB ON EXPOSED SIDE. EXTEND TIGHT AND SEAL
TO METAL DECK ABOVE.
STC50 Yes UL U415
4S1 5 5/8" 3 5/8" METAL STUDS AT 24" ON CENTER WITH 1/2" TYPE 'C' GWB ON EACH SIDE OF 1" LINER PANELS ON EXPOSED SIDE. EXTEND TIGHT AND SEAL TO EXTERIOR
SHEATHING AND TO FLOOR BELOW AND DECK ABOVE. 120 MIN. SHAFT.
- Yes UL U529
6A 6" METAL STUDS AT 16" ON CENTER WITH 5/8" GWB ON EXPOSED SIDE. EXTEND GWB 6" ABOVE FINISHED CEILING AND BRACE STUDS TO STRUCTURE ABOVE. -
6B 6 5/8" 6" METAL STUDS AT 16" ON CENTER WITH 5/8" GWB ON EACH SIDE. EXTEND GWB 6" ABOVE FINISHED CEILING AND BRACE STUDS TO STRUCTURE ABOVE.
8A 7 5/8" 8" CMU WITH HORIZONTAL JOINT REINFORCING AT 16" ON CENTER VERTICALLY. EXTEND CMU TO UNDERSIDE OF METAL DECK ABOVE. AT TOP OF ELEVATOR
SHAFT
- Yes UL U905
8B 9 1/8" 8" CMU WITH HORIZONTAL JOINT REINFORCING AT 16" ON CENTER VERTICALLY. EXTEND CMU TO UNDERSIDE OF METAL DECK ABOVE. AT TOP OF ELEVATOR SHAFT PROVIDE 7/8" METAL FURRING WITH 5/8" GWB ON EXTERIOR SIDE. EXTEND FURRING AND GWB 6" ABOVE FINISH CEILING AT EACH F
- UL U905
12A 11 5/8" 12" CMU WITH HORIZONTAL JOINT REINFORCING AT 16" ON CENTER VERTICALLY. EXTEND CMU TO UNDERSIDE OF METAL DECK ABOVE. AT TOP OF STAIRWELL PROVIDE 7/8" METAL FURRING WITH 5/8" GWB ON EXTERIOR SIDE. EXTEND FURRING AND GWB 6" ABOVE FINISH CEILING AT EACH FLOOR
PARTITION TYPE NOTES
1. FOR FIRE RATED ASSEMBLIES AND THEIR LOCATIONS SEE
LIFESAFETY DRAWINGS. WHERE PARTITION TYPES ARE INDICATED
AS FIRE RATED ASSEMBLIES, THE MATERIALS AND CONSTRUCTION
SHALL BE IN ACCORDANCE WITH THE LISTED UL DESIGN NUMBER.
2. WHERE CERAMIC TILE IS SCHEDULED FOR METAL STUD PARTITIONS,
PROVIDE 5/8" MOISTURE RESISTANT GWB IN TOILET ROOMS,
SERVING AREA AND LOCKER ROOMS.
3. PROVIDE CEMENTITIONS BACKER BOARDS (CBU) AND WATERPROOF
MEMBRANE IN KITCHEN.
4. WHERE PARTITIONS ON ONE SIDE OF A PARTITION ARE INDICATED
TO EXTEND 6" ABOVE FINISHED CEILING AND ARE ADJACENT TO
ROOMS SCHEDULED AS EXPOSED CEILING, EXTEND ENTIRE
PARTITION TIGHT TO METAL DECK WITH GWB BOTH SIDES.
5. WITH THE EXCEPTION OF FIRE RATED ASSEMBLIES, WHERE A
PARTITION IS EXPOSED ON ONE SIDE AND THE OPPOSITE SIDE IS IN A
CAVITY, GWB NEED ONLY BE PROVIDED ON EXPOSED SIDE.
6. DIAGONALLY BRACE PARTITIONS TO STRUCTURE ALTERNATELY AT
32" ON CENTER WHERE STUD SPACING IS 16" ON CENTER AND 48"
WHERE STUD SPACING IS 24" ON CENTER.
7. ALL PARTITIONS EXTENDING TIGHT TO METAL DECK ABOVE SHALL BE
POCKETED AND SEALED AROUND METAL TRUSSES, BEAMS OR
OTHER STRUCTURAL MEMBERS.
8. EXTEND ALL FULL HEIGHT WALL TILE ONE COURSE ABOVE THE
SCHEDULED FINISHED CEILING HEIGHT.
9. SEE ENLARGED PLANS AND DETAILS FOR PARTITION TYPES NOT
NOTED ON FLOOR PLANS.
10. AT STC RATED PARTITIONS, PROVIDE ACOUSTICAL SEALANT AT
BASE, TOP AND ALL PENETRATIONS OF THE PARTITION.
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6 1/8"
7 1/4"
6 5/8"
| Sheets |
| A-103 - OVERALL THIRD FLOOR PLAN |
File details come from the government source that posted it. Updated .