Attachment 65_DLA_OPS_PH II_A-103 - OVERALL THIRD FLOOR PLAN.pdf
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- Solicitation number
- W9123620R2005
About this file
This document provides details for a federal contract opportunity to construct the Defense Logistics Agency Aviation Operations Center, Phase II in Richmond, Virginia. The U.S. Army Corps of Engineers-Norfolk District will issue a request for proposal seeking a firm-fixed-price contract for the construction of a 281,075 square foot, multi-story office building to accommodate 1,622 employees. The facility is required to meet DoD and DLA design standards and be constructed in accordance with DoD UFC criteria for high-performance sustainable buildings and antiterrorism standards. The contract completion date will be 1020 calendar days after notice to proceed. The evaluation factors for the best value determination are past performance, project approach, small business participation plan, and price. The solicitation will be issued on or about May 27, 2020 on beta.sam.gov where prospective offerors must monitor for the RFP and any amendments.
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Text version
AREA 'A3' AREA 'D3'
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'-9
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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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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" 3 5/8" 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. -
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" 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.
PROVIDE SOUND ATTENTUATION BATTS. SEAL ALL PENETRATIONS AND OPENINGS TO RESIST THE PASSAGE OF SMOKE.
STC45 Yes
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 3 5/8" 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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4 1/4"
| Sheets |
| A-103 - OVERALL THIRD FLOOR PLAN |
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