Attachment108_DLA_OPS_PH II_S-132 - STAIRWELL FRAMING PLANS - AREA D.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 intends to issue a Request for Proposal for construction of a 281,075 square foot, multi-story office building to accommodate 1,622 employees. The facility is to include administrative office space, conference rooms, a law library, kitchenette, restrooms, storage, and supporting mechanical, electrical and plumbing systems. Evaluation criteria will include past performance, technical approach, small business participation plan, and price. The solicitation is anticipated to be released on May 27, 2020 on beta.sam.gov and the contract is to be awarded on a firm-fixed price basis to the offeror representing the best value to the government. The contract completion date is 1020 calendar days from notice to proceed.
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Text version
N
G
A1
S-332
A5
S-332
2 4
7' - 6" 7' - 2"
N
G
7' - 6" 7' - 2"
A1
S-332
A5
S-332
TYP
N
G
K
/4
/4
7' - 6" 7' - 2" 8' - 3 15/16"
H S
S X
X
/8
W10X12
W10X12
HSS20X12X5/16
HSS10X10X3/8
BP5
BP6
H S
S X
X
/8
A1
S-332
A5
S-332
' - 2
(+ 34' - 2" )
(+ 34' - 2" )
(+ 34' - 2
(+ 33' - 0" )
9TYP
BP8
AESS
N
G
K
7' - 6" 7' - 2" 8' - 3 15/16"
/4
/4
H S
S X
X
/8
HSS10X10X3/8
H S
S X
X
/8
BP5
BP6
A1
S-332
A5
S-332
' - 1
" ) 4 T H
(+ 49' - 1
4TH
T
H
T
H
") 5
T H
(+63' - 9") 5
TH
9TYP
AESS
AESS
US Army Corps of Engineers ®
SHEET OF
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1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
C O
N T
R A
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N O
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-1
-D
-0
01/10/2020
737137
S-132
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SCALE: 3/16" = 1'-0"S-132
EAST TOWER STAIR FIRST FLOOR FRAMING PLAN - AREA DD1
SCALE: 3/16" = 1'-0"S-132
EAST TOWER STAIR SECOND FLOOR FRAMING PLAN - AREA DD5
SCALE: 3/16" = 1'-0"S-132
EAST TOWER STAIR THIRD FLOOR FRAMING PLAN - AREA DA1
SCALE: 3/16" = 1'-0"S-132
EAST TOWER STAIR FOURTH AND FIFTH FLOOR FRAMING PLAN - AREA DA5
SHEET KEYNOTES
NUMBER NOTE
1 C6x8.2 AT 2'-6" OC MAX. TOS = (-3") BELOW TOP OF
LANDING.
2 FOR STAIR TREADS AND RISERS REFER TO ARCH
STAIR PLANS AND DETAILS. FOR EXACT STAIR
DIMENSIONS REFER AT ARCH STAIR PLANS AND
DETAILS.
3 HSS14x4x1/4 STRINGERS (TYP).
4 HSS12X6X5/16 TOS = (-3") BELOW TOP OF LANDING.
5 C12x20.7 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 12" CMU REINFORCED WITH #5 AT 32" OC VERTICAL.
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
11 FOR DEEPENED SLAB AT BASE OF STAIR REFER TO
DETAIL B8/S-130.
8' 16'4'2'0 3/16"=1'-0"
GRAPHIC SCALE
PLAN NORTH PLAN NORTH
PLAN NORTHPLAN NORTH
A
M E
N D
M E
N T
N O
J U
L Y
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