Attachment109_DLA_OPS_PH II_S-133 - STAIRWELL AND ELEVATOR ROOF FRAMING PLANS - AREA D.pdf
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- Solicitation number
- W9123620R2005
About this file
This notice provides details for an upcoming federal construction contract solicitation. The U.S. Army Corps of Engineers-Norfolk District will issue a Request for Proposal to construct the Defense Logistics Agency Aviation Operations Center, Phase II in Richmond, Virginia. The project scope involves building a 281,075 square foot office facility for 1,622 employees, including administrative offices, conference rooms, and support spaces. Construction must comply with Department of Defense design standards and antiterrorism requirements. The contract value is estimated between $25-100 million. The solicitation will utilize full and open competition under Federal Acquisition Regulation Part 15 with award as a firm-fixed-price contract. The evaluation will consider past performance, technical approach, small business participation, and price as evaluation factors. Interested parties should monitor the beta.Sam.gov website on or after May 27, 2020 for the RFP and amendments. The completion period is 1020 calendar days from notice to proceed.
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Text version
N
G
K
BP5
BP6
7' - 6" 7' - 2" 8' - 3 15/16"
/4
/4
H S
S X
X
/8
H S
S X
X
/8
HSS10X10X3/8
A1
S-332
A5
S-332
' - 3
(+ 79' - 3
9TYP
10 10
AESS
AESS
H
L
K
I
(+ 92' - 3 1/8" )
W14X22 (10) (+ 91' - 7 3/16" ) (+ 92' - 3 1/8" )
W14X22 (10)
(+ 91' - 7 3/16" )
(+ 92' - 7 1/16" ) W14X22 (16)
(+ 91' - 7 3/16" )
(+ 92' - 4 1/8" )
W14X22 (12)(+ 91' - 7 3/16" )
(+ 92' - 7
W14X22 (4)
(+ 92' - 3 1/8" )
' - 7
W X
(1
' - 3
/8
W X
/8
/4
14' - 8" 1' - 8"1' - 8"
/4
(+ 92' - 5 9/16" )
W14X22 (14)
(+ 91' - 7 3/16" )
.0
A1
S-332
A5
S-332
(+ 91' - 7 3/16" )
W14X22 (10)
(+ 92' - 3 1/8" )
BP3,
TYP UON
BP2
BP1
13 14
H
L
1' - 5" 9' - 9 1/2"
7 5/8"
6' - 4 3/8"
/8
/4
11' - 9 1/2"
/8
(+ 98' - 9 7/16" )
W10X19 (10)
(+ 99' - 6 1/4" )
W10X19 (10)
W10X19 (10)
W10X19 (10)
W10X19 (10)
(TYP)
(TYP)
A1
S-318
A1
S-319
BP3, TYP
UON
13 14
HH
LL
/8
/8
/4
1' - 5" 9' - 8"
7 5/8"
6' - 5 7/8" 11' - 9 1/2"
W10X33 (10)
(+ 81' - 8" )
W10X19 (4)
(+ 81' - 8" )
W10X19 (10) (+ 81' - 8" )
W10X19 (4) (+ 81' - 8" )
W10X19 (10) (+ 81' - 8" )
A1
S-318
A1
S-319
BP3, TYP
UON
US Army Corps of Engineers ®
SHEET OF
SHEET ID
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1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
C O
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01/10/2020
737138
S-133
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SCALE: 3/16" = 1'-0"S-133
EAST TOWER STAIR MAIN ROOF LEVEL FRAMING PLAN - AREA DD1
SCALE: 3/16" = 1'-0"S-133
EAST STAIR ROOF FLOOR FRAMING PLAN - AREA DD5
SCALE: 3/16" = 1'-0"S-133
TOWER ELEVATOR ROOF FRAMING PLAN - AREA DA5
SCALE: 3/16" = 1'-0"S-133
TOWER ELEVATOR FLOOR FRAMING PLAN - AREA DA1
8' 16'4'2'0 3/16"=1'-0"
GRAPHIC SCALE
SHEET KEYNOTES
NUMBER NOTE
1 HSS14x4x1/4 STRINGERS (TYP).
2 C6x8.2 AT 2'-6" OC MAX. TOS = (-3") BELOW TOP OF
LANDING.
3 FOR STAIR TREADS AND RISERS REFER TO ARCH
STAIR PLANS AND DETAILS. FOR EXACT STAIR
DIMENSIONS REFER AT ARCH STAIR PLANS AND
DETAILS.
4 C12x20.7 TOS = (-3") BELOW TOP OF LANDING.
5 HSS12X6X5/16 TOS = (-3") BELOW TOP OF LANDING.
6 INTERMEDIATE STAIR LANDINGS: 3" CONC SLAB ON
9/16" 24 GA GALV FORMDECK REINF SLAB WITH
6x6-W2.9xW2.9 WWF LOCATED 1" FROM TOP OF SLAB.
7 FLOOR STAIR LANDINGS: 3" CONC SLAB ON 9/16" 24 GA
GALV FORMDECK. REINF SLAB WITH 6x6-W2.9xW2.9
WWF LOCATED 1" FROM TOP OF SLAB.
8 FOR ROOF VENT REFER TO ARCHITECTURAL PLANS
AND DETAILS. COORDINATE SIZE OF OPENING IN ROOF
SLAB WITH VENT REQUIREMENTS.
9 FOR STEEL BEAM TO MASONRY WALL CONNECTION
REFER TO TYPICAL DETAIL E8/S-505.
10 BRICK SUPPORT AT FLOOR LEVEL, REFER TO DETAIL
C1/S504
PLAN NORTH PLAN NORTH
PLAN NORTH
PLAN NORTH
A
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