Attachment114_DLA_OPS_PH II_S-314 - FRAMING SECTIONS.pdf
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- Solicitation number
- W9123620R2005
About this file
This notice provides details for a forthcoming solicitation seeking construction services. The U.S. Army Corps of Engineers-Norfolk District will issue a Request for Proposal to construct a 281,075 square foot, multi-story office building to serve as the DLA Aviation Operations Center Phase II in Richmond, Virginia. The facility will house 1,622 employees and include administrative offices, conference rooms, break areas, and support spaces. The contract, to be awarded on a firm-fixed price basis, entails design, construction, site work, utilities, and associated requirements. The completion deadline is 1020 calendar days following the notice to proceed. Prospective offerors should monitor beta.sam.gov beginning May 27, 2020 for the RFP and any amendments.
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Text version
6GRID
FLOOR
CONSTRUCTION,
REFER TO PLAN
BEAM, REFER TO PLAN
BRICK VENEER,
REFER TO ARCH
DWGS
EXTERIOR WALL STUDS,
REFER TO PLAN AND
NOTES
CURTAIN WALL,
REFER TO ARCH
DWGS
1' - 10"
WINDOW/CURTAIN
WALL, REFER TO
ARCH DWGS
ATTACH EACH STUD
WITH SLIP
CONNECTION.
REFER TO TYPICAL
DETAIL, SHEET
S-507
5/16" BENT PLATE, REFER
TO TYPICAL EDGE OF SLAB
SUPPORT DETAIL E5/S-507
SHELF ANGLE, REFER
TO TYPICAL DETAILS
ON SHEET S-504
SHELF ANGLE, REFER
TO TYPICAL DETAILS
ON SHEET S-504
1' - 1 1/8"
EDGE OF DECK
SILL ELEVATION,
REFER TO ARCH
DWGS
L6X6X5/16 CONT
1/4 2AT12
1/4 2AT12
1/2"
FOR LINTEL
REFER TO
TYPICAL DETAILS
EGRID
FLOOR
CONSTRUCTION,
REFER TO PLAN
BEAM, REFER TO PLAN
CURTAIN WALL,
REFER TO ARCH
DWGS
5/16" BENT PLATE, REFER
TO TYPICAL EDGE OF SLAB
SUPPORT DETAIL E5/S-507
EDGE OF DECK
6 3/4"
EGRID
FLOOR CONSTRUCTION,
REFER TO PLAN
BEAM, REFER
TO PLAN
BRICK VENEER,
REFER TO ARCH
DWGS
CURTAIN WALL,
REFER TO ARCH
DWGS
CURTAIN WALL,
REFER TO ARCH
DWGS
5/16" BENT PLATE, REFER TO
TYPICAL EDGE OF SLAB
SUPPORT DETAIL E5/S-507
SHELF ANGLE, REFER
TO TYPICAL DETAILS
ON S-504
1' - 10"
HSS GIRT, REFER TO PLAN
C5x9 AT 32" OC AT
CURTAIN WALL
SILL
1' - 1 1/8"
EDGE OF DECK
SILL ELEVATION,
REFER TO ARCH
DWGS
L3X3X1/4 DIAGONAL
AT EACH HANGER
L6X6X3/8 CONT WHERE
HANGERS OCCUR
3/8" x 4" WIDE x 5" LONG
TAB PLATES AT EACH
HANGER. OVERLAP PLATE
AND HANGER BY 3 1/2".
WELD PLATES TO ANGLE,
BENT PLATE AND HANGERS
ALL AROUND WITH 1/4"
FILLET WELDS.
3/16
3" OVERLAP MIN, TYP
FOR HANGER REFER
TO DETAIL C1/S-504
6 5/8"
L6X6X5/16 CONT W/
1/4" TAB PLATES AT
DIAGONALS
EGRID
ROOF
CONSTRUCTION,
REFER TO PLAN
BEAM, REFER TO PLAN
CURTAIN WALL,
REFER TO ARCH
DWGS
5/16" BENT PLATE, REFER
TO TYPICAL EDGE OF SLAB
SUPPORT DETAIL E5/S-507
6 3/4"
EDGE OF DECK
TOP OF WALL
ELEV, REFER TO
ARCH DWGS
METAL STUD PARAPET WALL,
ATTACH TO SLAB AND TO
TOP OF CURTAIN WALL.
ALIGN STUDS AT CURTAIN
WALL MULLIONS FOR
ATTACHMENT.
CURTAIN WALL
SHALL CANTILEVER
ABOVE ROOF SLAB
AND BRACE
PARAPET STUDS
EGRID
ROOF
CONSTRUCTION,
REFER TO PLAN
BEAM, REFER TO PLAN
5/16" BENT PLATE, REFER
TO TYPICAL EDGE OF SLAB
SUPPORT DETAIL E5/S-507
EXTERIOR WALL STUDS
BEYOND, REFER TO
PLAN AND NOTES
CURTAIN WALL,
REFER TO ARCH
DWGS
SHELF ANGLE, REFER
TO TYPICAL DETAILS
ON SHEET S-504
1' - 10"
BRICK VENEER,
REFER TO ARCH
DWGS
HSS GIRT, REFER TO
PLAN
6 3/4"
EDGE OF DECK
TOP OF WALL ELEV,
REFER TO ARCH DWGS
FOR HANGER REFER
TO DETAIL C1/S-504
FOR HANGER
ATTACHMENT AND
BRACING REFER TO
/D7 S-314
L6X6X3/8 CONT
18GRID
ROOF
CONSTRUCTION,
REFER TO PLAN
BEAM, REFER TO PLAN
5/16" BENT PLATE, REFER
TO TYPICAL EDGE OF SLAB
SUPPORT DETAIL E5/S-507
EXTERIOR WALL STUDS,
REFER TO PLAN AND
NOTES
CURTAIN WALL,
REFER TO ARCH
DWGS
ATTACH EACH STUD
WITH SLIP
CONNECTION.
REFER TO TYPICAL
DETAIL C7/S-507
SHELF ANGLE, REFER
TO TYPICAL DETAILS
ON SHEET S-504
6 3/4"
1' - 10"
EDGE OF DECK
TOP OF WALL ELEV,
REFER TO ARCH DWGS
US Army Corps of Engineers ®
SHEET OF
SHEET ID
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VIRGINIA BEACH, VA
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(757) 417 - 0140
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S-314
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SCALE: 3/4" = 1'-0"S-314
SECTIOND1
SCALE: 3/4" = 1'-0"S-314
SECTIOND4
SCALE: 3/4" = 1'-0"S-314
SECTIOND7
SCALE: 3/4" = 1'-0"S-314
SECTIONA1
0 6" 1' 2' 3' 4'
3/4"=1'-0"SCALE: 3/4" = 1'-0"S-314
SECTIONA4
SCALE: 3/4" = 1'-0"S-314
SECTIONA7
GRAPHIC SCALE
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