Attachment107_DLA_OPS_PH II_S-131 - STAIRWELL FRAMING PLANS - AREA A AND AREA G.pdf
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- Solicitation number
- W9123620R2005
About this file
This document contains plans for stairwell framing at a federal facility as well as a pre-solicitation notice for construction services. The stairwell plans show framing details for areas A and G, including stringers, beams, reinforced concrete slabs, and masonry wall connections.
The pre-solicitation notice is for construction of a 281,075 square foot office building to serve as the DLA Aviation Operations Center Phase II in Richmond, Virginia. Services required include open office space, support areas, building systems, site work, and parking. The project value is between $25-100 million. A firm-fixed price contract will be awarded following full and open competition under FAR Part 15. The contract completion date is 1020 calendar days after notice to proceed. The solicitation will be issued on or about May 27, 2020 on beta.sam.gov. Inquiries should be directed to the contact listed.
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Text version
N
G
I
/4
/4
6' - 7 15/16" 7' - 0"
7' - 2" 7' - 6"
H S
S X
X
/8
H S
S X
X
/8
HSS10X10X3/8
BP6
BP5
A5
S-330
A1
S-330
10(+
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(+ 79' - 3
11 TYP
(AESS)
(AESS)
H
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(+ 92' - 3 1/8" ) W14X22 (10)
(+ 91' - 7 3/16" ) (+ 92' - 3 1/8" )
W14X22 (10)
(+ 91' - 7 3/16" )
W X
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' - 7
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(+ 92' - 7
W14X22 (4)(+ 92' - 3 1/8" )
(+ 92' - 7 1/16" )
W14X22 (16)
(+ 91' - 7 3/16" )
(+ 92' - 4 1/8" )
W14X22 (12)
(+ 91' - 7 3/16" )
(+ 92' - 5 9/16" )
W14X22 (14)
(+ 91' - 7 3/16" )
/4
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.0
A5
S-330
A1
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(+ 92' - 3 1/8" )
W14X22 (10)
BP3
TYP
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BP2
BP1
X15
XM
XO
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14' - 8"1' - 6"
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2"
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C1
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C6
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1' - 6" 14' - 8"
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C1
S-331
C6
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TYP
US Army Corps of Engineers ®
SHEET OF
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1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
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01/10/2020
737136
S-131
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SCALE: 3/16" = 1'-0"S-131
WEST STAIR MAIN ROOF LEVEL FRAMING PLAN - AREA AD1
SCALE: 3/16" = 1'-0"S-131
WEST STAIR ROOF FLOOR FRAMING PLAN - AREA AD4
SCALE: 3/16" = 1'-0"S-131
EAST STAIR FIRST FLOOR FRAMING PLAN - AREA GA1
SCALE: 3/16" = 1'-0"S-131
EAST STAIR SECOND FLOOR FRAMING PLAN - AREA GA4
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 HSS14x4x1/4 STRINGER. AT FLOOR LANDING LEVEL
WELD TO FACE OF ADJACENT 10" WIDE HSS BEAM AND
LANDING CHANNEL.
9 ALIGN FACE OF TUBE WITH INSIDE FACE OF CMU
WALL.
10 12" CMU REINFORCED WITH #5 AT 32" OC VERTICAL.
11 FOR STEEL BEAM TO MASONRY WALL CONNECTION
REFER TO TYPICAL DETAIL E8/S-505.
12 BRICK SUPPORT AT FLOOR LEVEL, REFER TO DETAIL
C1/S504
13 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 NORTHPLAN NORTH
PLAN NORTH PLAN NORTH
A
M E
N D
M E
N T
N O
J U
L Y
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