Attachment113_DLA_OPS_PH II_S-312 - FRAMING SECTIONS.pdf
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- Solicitation number
- W9123620R2005
About this file
This document provides framing sections and details for the construction of the DLA Aviation Operations Center, Phase II project in Richmond, Virginia. The project requires construction of a 281,075 square foot multi-story office building to accommodate 1,622 employees in an administrative operations center. The building will include open and individual administrative offices, support areas, conference and video teleconference spaces, a law library, kitchenette/break areas, restrooms, storage rooms, passenger and service elevators, fire suppression and alarm systems, an intrusion detection system, and energy management controls. Site improvements, parking, emergency generators, and other supporting facilities are also included. The contract completion date will be 1020 calendar days from notice to proceed. The solicitation number for this project is W9123620R2005 and will be issued on beta.sam.gov on or about May 27, 2020. The contract type will be firm-fixed-price and the magnitude of construction is estimated between $25 million to $100 million.
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Text version
X15 1' - 10"
GRID
CURTAIN WALL,
REFER TO ARCH
DWGS
FLOOR
CONSTRUCTION,
REFER TO PLAN
BEAM, REFER
TO PLAN
BRICK VENEER,
REFER TO ARCH
DWGS
EXTERIOR WALL STUDS,
REFER TO PLAN AND
NOTES
WINDOW/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 DETAIL
ON SHEET S-504
10 1/2"
EDGE OF DECK
HSS8X8 GIRT, HANG
SIMILAR TO C1/S-504
C7 HANGER, REFER
TO C1/S-504
L6X6X3/8 X 0'-5" LONG
AT EACH HANGER 4
M
IN
5/16
FOR HANGER
BRACING REFER
TO SECTION
/A4 S-310
FOR LINTEL
REFER TO
TYPICAL DETAILS
XOGRID
CURTAIN WALL,
REFER TO ARCH
DWGS
FLOOR
CONSTRUCTION,
REFER TO PLAN
BEAM, REFER
TO PLAN
BRICK VENEER,
REFER TO ARCH
DWGS
EXTERIOR WALL STUDS,
INFILL BETWEEN GIRTS
CURTAIN WALL/WINDOW,
REFER TO ARCH DWGS
SHELF ANGLE, REFER
TO TYPICAL DETAILS
ON SHEET S-504
5/16" BENT PLATE, REFER
TO TYPICAL EDGE OF
SLAB SUPPORT DETAIL
E5/S-507
HSS GIRT/HEADER, REFER
TO PLAN. SPAN BETWEEN
JAMB TUBES AND HANG
FROM C8'S SIM TO DETAILS
SHOWN ON C1/S-504
10 1/2"
EDGE OF DECK
L4X4X3/8 BRACING AT EACH C8
AND JAMB STEEL BEYOND.
C8x11.5 AT 4'-0" OC. ALIGN
W/ INSIDE FACE OF HSS
GIRT/HEADER/FACE OF
WALL STUD.
1' - 10"
3/4" GUSSET PLATE AT
EACH C8 HANGER. 7"
HIGH x 7" WIDE.
L8X6X1/2 (LLV) X 1'-0"
LONG AT EACH C8
L6X6X5/16 CONT
WITH 1/4" TAB
PLATES AT EACH
DIAGONAL
5/16
M
IN6
L5X5X5/16 CONT
HSS8X4, REFER TO PLAN
5/161
XOGRID
FLOOR
CONSTRUCTION,
REFER TO PLAN
BEAM, REFER TO PLAN
BRICK VENEER,
REFER TO ARCH
DWGS EXTERIOR WALL STUDS,
REFER TO PLAN AND
NOTES
ATTACH EACH STUD
WITH SLIP
CONNECTION.
SIMILAR TO TYPICAL
DETAIL C7/S-507
5/16" BENT PLATE, REFER
TO TYPICAL EDGE OF SLAB
SUPPORT DETAIL E5/S-507
1' - 10"
SHELF ANGLE,
REFER TO
TYPICAL DETAILS
ON SHEET S-504
1' - 1 1/8"
EDGE OF DECK
4 5/8" L5X5X5/16 CONT
1/4 2AT12
1/4 2AT12
DEFLECTION TRACK
AT TOP OF WALL STUD
X7GRID
FLOOR
CONSTRUCTION,
REFER TO PLAN
BEAM, REFER TO PLAN
BRICK VENEER,
REFER TO ARCH
DWGS
CURTAIN WALL,
REFER TO ARCH
DWGS
2' - 3"
SHELF ANGLE, REFER
TO TYPICAL DETAIL
C1/S-504
5/16" BENT PLATE, REFER
TO TYPICAL EDGE OF SLAB
SUPPORT DETAIL E5/S-507
8" CMU BOND BEAM
W/ (2) #5 CONT
8" CMU BOND
BEAM WITH (2) #4
CONT
8" CMU, REFER TO
FOUNDATION SECTIONS
FOR WALL REINFORCING
SILL ELEVATION,
REFER TO ARCH
DWGS
MASONRY SLIP
CONNECTION, REFER
TO TYPICAL DETAIL
E8/S-505
FLOOR
CONSTRUCTION,
REFER TO PLAN
CENTERLINE OF BEAM
CENTERLINE OF BEAM
FACE OF BRICK
ROOF CONSTRUCTION,
REFER TO PLAN
5/16" BENT PLATE,
REFER TO TYPICAL
EDGE OF SLAB
SUPPORT DETAIL
E5/S-507
1' - 10"
EXTERIOR WALL
STUDS, REFER
TO PLAN AND
NOTES
2" BEJ
1' - 1 1/8"
EDGE OF DECK
GRIDGRID
REFER TO PLAN
SHELF ANGLE, REFER
TO TYPICAL DETAILS
ON SHEET S-504
6 3/4"
WHERE CURTAIN WALL IS
SUPPORTED ON VERTICAL C5
CHANNELS AT FLOOR BELOW,
BRACE CURTAIN WALL AT
BOTTOM OF FLOOR BEAM
ABOVE AS SHOWN IN ADDITION
TO FLOOR LEVEL. CURTAIN
WALL CONNECTIONS (BY
CURTAIN WALL
MANUFACTURER) SHALL
PROVIDE ALLOWANCE FOR
VERTICAL MOVEMENT OF 1/2"
MAX.
L6X6X3/8 CONT WHERE
CURTAIN WALL IS
SUPPORTED ON
VERTICAL C5 CHANNELS
AT FLOOR BELOW
CURTAIN WALL, REFER TO
ARCH DWGS
FLOOR CONSTRUCTION,
REFER TO PLAN
BEAM, REFER TO PLAN
5/16" BENT PLATE, REFER
TO TYPICAL EDGE OF SLAB
SUPPORT DETAIL E5/S-507
1/4 2AT12
1/4 2AT12
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
737159
S-312
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SCALE: 3/4" = 1'-0"S-312
SECTIOND1
0 6" 1' 2' 3' 4' 3/4"=1'-0"
GRAPHIC SCALE
SCALE: 3/4" = 1'-0"S-312
SECTIONA1
SCALE: 3/4" = 1'-0"S-312
SECTIONA4
SCALE: 3/4" = 1'-0"S-312
SECTIONA7
SCALE: 3/4" = 1'-0"S-312
SECTIOND8
SCALE: 3/4" = 1'-0"S-312
SECTIOND4
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