Attachment105_DLA_OPS_PH II_S-118 - SECOND FLOOR FRAMING PLAN - AREA F.pdf
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- Solicitation number
- W9123620R2005
About this file
This pre-solicitation notice provides information about an upcoming Request for Proposal for construction services related to the DLA Aviation Operations Center, Phase II project at Defense Supply Center Richmond in Richmond, Virginia. The U.S. Army Corps of Engineers-Norfolk District intends to issue an RFP to construct a 281,075 square foot, multi-story office building to accommodate 1,622 employees in an administrative operations center. The facility will include open and private offices, support spaces, conference rooms, kitchens, restrooms, elevators, fire suppression, alarms, security systems, and energy management controls. The contract will utilize conventional design and construction methods and adhere to DoD, DLA, and Defense Supply Center standards. The contract completion date will be 1020 calendar days after notice to proceed, and the magnitude of construction costs is estimated between $25-100 million. The RFP is expected to be issued on May 27, 2020 on beta.sam.gov and will utilize full and open competition, with evaluation considering past performance, project approach, small business participation, and price.
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VIRGINIA BEACH, VA
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(757) 417 - 0140
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01/10/2020
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S-118
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24'16'8'4'0 1/8"=1'-0"
GRAPHIC SCALE
PLAN NORTH
SCALE: 1/8" = 1'-0"A1
SECOND FLOOR FRAMING PLAN - AREA F
SHEET KEYNOTES
NUMBER NOTE
1 FACE OF BRICK
2 ELEVATOR SHAFT SLAB OPENING
3 2 1/2" BUILDING EXPANSION JOINT
4 FIRE PORTAL, REFER TO TYPICAL FIRE PORTAL
DETAILS ON SHEET S-508
5 EXISTING BUILDING 32 ROOF FRAMING
6 EXISTING BUILDING 32 COLUMN
7 EXISTING BUILDING 32 EXTERIOR MASONRY WALL.
FOR REQUIRED MODIFICATIONS TO EXPOSED
EXISTING STEEL ALONG EXISTING WALL REFER TO
ELEVATION D1/S-201 AND RELEVANT SECTIONS.
8 2" BUILDING EXPANSION JOINT
9 FOR STEEL BEAM TO MASONRY WALL CONNECTION
REFER TO TYPICAL DETAIL E8/S-505.
10 BID OPTION 1, AREA F CANOPY ALONG CURVED
EXTERIOR WALL ON EITHER SIDE OF ENTRANCE
CANOPY: CONSTRUCTED OF 1 1/2" GALVANIZED 20
GAGE METAL ROOF DECK ON CANTILEVERED HSS8X6
BEAMS. HSS8X6 BEAMS SHALL BE SPACED AT 5'-0"
MAX AND ARRAYED ALONG CURVE OF EXTERIOR
WALL. AT WINDOWS, HSS8X6 CANOPY BEAMS SHALL
ALIGN WITH HANGING HSS8X8 TUBES AND BRACES
(TUBES AND BRACES AT WINDOWS ARE PART OF BASE
BID). AT WALLS (NOT WINDOWS), HSS8X6 CANOPY
BEAMS SHALL BE FASTENED TO HSS8X8 COLUMNS
LOCATED WITHIN STUD CAVITY. REFER TO SHEETS
S-137 AND S-138 FOR CANOPY FRAMING PLANS.
PLAN NOTES:
1. FOR PLAN NOTES REFER TO SHEET S-004.
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