Attachment106_DLA_OPS_PH II_S-130 - STAIRWELL FRAMING PLANS - AREA A.pdf
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- Solicitation number
- W9123620R2005
About this file
This document contains details for a federal construction contract opportunity and related project documents. 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, a multi-story 281,075 square foot office building in Richmond, Virginia for $25-100 million. The project involves building administrative office space for 1,622 employees along with supporting facilities. The contract will be a firm-fixed-price design-bid-build contract awarded based on best value with evaluation factors including past performance, technical approach, small business participation, and price. The solicitation number is W9123620R2005 and will be posted on May 27, 2020 on beta.sam.gov where prospective offerors must register and monitor for the RFP and amendments. The completion period is 1020 calendar days after notice to proceed.
The related project documents provide construction drawings and details for stairwell framing in Area A of the building.
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Text version
5 6
J
N
O
G
7' - 2" 7' - 6"
2' - 10" 14' - 8"
A5
S-330
A1
S-330
5 6
J
N
O
G
A5
S-330
A1
S-330
10 TYP
N
G
I
6' - 7 15/16" 7' - 0"
/4
/4
H S
S X
X
/8
HSS10X10X3/8
H S
S X
X
/8
BP6
BP5
7' - 2" 7' - 6"
A5
S-330
A1
S-330
T
H
' - 9
" ) 5 T H
(+ 63' - 9
5TH
") 4
T H
(+49' - 1") 4
TH
T
H
10 TYP
(AESS)
(AESS)
N
G
I
7' - 2" 7' - 6"
/4
/4
6' - 7 15/16" 7' - 0"
H S
S X
X
/4
HSS14X10X1/4
W10X12
W10X12
H S
S X
X
/8
HSS20X12X5/16
BP6
BP5
A5
S-330
A1
S-330
' - 2
(+ 34' - 2
(+ 33' - 0" )
(+ 34' - 2" )
(+ 34' - 2" )
10 TYP
BP8
(AESS)
3-#5 BOTT CONT
DEEPEN SLAB AT
BASE OF STAIRS
(TYPICAL)
SLAB ON GRADE,
REFER TO PLAN
2' - 0"
STAIR STRINGER,
REFER TO PLAN
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
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C O
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1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
C O
N T
R A
C T
N O
W
-1
-D
-0
01/10/2020
737135
S-130
S T
A
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W E
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G P
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SCALE: 3/16" = 1'-0"S-130
WEST TOWER STAIR FIRST FLOOR FRAMING PLAN - AREA AD1
SCALE: 3/16" = 1'-0"S-130
WEST TOWER STAIR SECOND FLOOR FRAMING PLAN - AREA AD5
SCALE: 3/16" = 1'-0"S-130
WEST TOWER STAIR FOURTH AND FIFTH FLOOR FRAMING PLAN - AREA AA5
SCALE: 3/16" = 1'-0"S-130
WEST TOWER STAIR THIRD FLOOR FRAMING PLAN - AREA AA1
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 12" CMU REINFORCED WITH #5 AT 32" OC VERTICAL.
9 ALIGN FACE OF TUBE WITH INSIDE FACE OF CMU
WALL.
10 FOR STEEL BEAM TO MASONRY WALL CONNECTION
REFER TO TYPICAL DETAIL E8/S-505.
11 BRICK SUPPORT AT FLOOR LEVEL, REFER TO DETAIL
C1/S504
12 FOR DEEPENED SLAB AT BASE OF STAIR REFER TO
DETAIL B8/S-130.
NOT TO SCALEB8
TYPICAL DEEPENED SLAB
AT BASE OF STAIR DETAIL
A
M E
N D
M E
N T
N O
J U
L Y
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