B.08.03 Amendment 0004 B46 Arch-AE504- Rev1-2020-09-02.pdf
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- Solicitation number
- W912DQ20R4032
About this file
This federal contract opportunity announcement is for the renovation of Building 46 located at Fort Leavenworth, Kansas. The U.S. Army Corps of Engineers, Kansas City District intends to issue a solicitation for a single Design-Bid-Build, Firm Fixed Price contract valued between $5 million to $10 million to provide furnishing all labor, equipment, materials, and transportation and performing all required work in accordance with the plans and specifications for the complete renovation of the two-story historic building. Renovations will provide administrative space while maintaining the existing historic character and achieving LEED Silver certification. Scope of work includes private and open offices, team rooms, restrooms, storage, mechanical and communications spaces. The solicitation will be set aside for total small businesses and issued as a Request for Proposal. The NAICS code is 236220 and small business size standard is $39.5 million in average annual receipts. The source selection will follow FAR Part 15 and DFARS Part 215 procedures and evaluate offerors' performance capability per criteria in the solicitation. No pre-solicitation conference is planned at this time. The point of contact listed can address administrative or contractual questions.
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Text version
6'-1"
202020
3 1/2"
3" 5"
2'-3"
5'-7"
TYP
1'-4"
EL. -9'-1"
BASEMENT
115'-8"
A4
AE504
SEALANT
CLAMPING RING
METAL PANEL
PRE-MANUFACTURED FLEXIBLE PIPE
FLASHING TO 6" MIN ABOVE ROOF
DECK, WEATHERPROOF
1" M
IN
NOTE: COORDINATE LOCATIONS
PRIOR TO PENETRATING METAL
PANELS
EXISTING MULTI-WYTHE BRICK WALL
SEALANT IN JOINT
STEP FLASHING IN
MORTAR JOINT
METAL PANEL ENCLOSURE
EXTENDED 4" MIN UNDER FLASHING
4" M
IN
MASONRY REGLET
METAL FLASHING
EXISTING MULTI-WYTHE BRICK WALL
SEALANT IN JOINT
METAL PANEL ENCLOSURE
EXTENDED 4" MIN UNDER
FLASHING
EL. 0'-0"
FIRST FLOOR
US Army Corps of Engineers ®
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1 1/2" = 1'-0" D7
NORTH BASEMENT ACCESS
DOOR DETAIL
0' 1' 2'3" 6"1 1/2" = 1'-0" D1
NORTH BASEMENT ACCESS DETAIL
0' 1' 2'3" 6"
1/2" = 1'-0" A1
SOUTH BASEMENT ACCESS DETAIL
1" = 1'-0" C9
PENETRATION DETAIL
0' 2' 4'6" 1' - 0"
GENERAL SHEET NOTES:
1. CONTRACTOR TO PROTECT ALL HISTORIC
ELEMENTS AS IDENTIFIED IN THESE DOCUMENTS
DURING CONSTRUCTION. COORDINATE W/ COR
2. RE: MEP, STRUCTURAL AND CIVIL DRAWINGS
FOR DISCIPLINE SPECIFIC INFORMATION
3. FIELD VERIFY ALL EXISTING DIMENSIONS
4. EMERGENCY ESCAPE AND RESCUE BASEMENT
OPENING SHALL BE OPERABLE FROM INSIDE
WITHOUT THE USE OF KEY OR TOOLS.
SHEET KEYNOTES
1. HORIZONTAL BASEMENT DOOR. COORDINATE W/
MANUFACTURER EXACT DIMENSIONS AND
CLEARANCES BEFORE CONSTRUCTING SIDE
WALLS.
2. METAL PANEL ENCLOSURE
3. CONCRETE WALL. RE: STRUCTURAL
4. CONCRETE STAIRS RE: STRUCTURAL
5. 6" METAL STUD WALL
6. STEP FLASHING RE: A6/AE504
7. DRIP EDGE FLASHING
8. METAL CAP
9. BASE FLASHING WITH CONTINUOUS SEALANT
10. WALL MOUNTED HANDRAIL 1.5" DIA.
11. WALL FLASHING AT CUT STONE WALL BASE
RE: A8/AE504
12. 8" METAL STUD FRAMING
13. 5/8" GLASS MAT SHEATHING
14. METAL FLASHING TO MIN 4" BELOW EXISTING
CONCRETE
15. EGRESS STAIR STEEL COLUMN RE: STRUCT
16. CONCRETE FOOTING FOR EGRESS STAIR RE:
STRUCT
17. EXISTING CONCRETE FOUNDATION WALL TO
REMAIN
18. EXISTING CONCRETE STAIRS TO REMAIN
19. 5/8" GLASS MAT GYP BOARD
20. 3 5/8" METAL STUD FRAMING, 16" O.C
21. BENT PLATE, EXTEND TO T.O METAL STUD
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0' 0.5' 1'1 1/2" 3"3" = 1'-0" A6
FLASHING DETAIL AT NORTH
BASEMENT ACCESS
3" = 1'-0" A8
FLASHING DETAIL AT SOUTH
BASEMENT ACCESS
0' 0.5' 1'1 1/2" 3"1/2" = 1'-0" A4
SOUTH BASEMENT ACCESS DETAIL
0' 2' 4'6" 1' - 0"
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