Am0009_Dwg.pdf
PDF 270 KB Posted
- Attached to
- Minot AFB Design-Drainage, Repaving, improvement Federal contract opportunity
- Solicitation number
- W9128F-15-B-0006
About this file
Amendment 0009 drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9128F-15-B-0006_Abstract.pdf | ||
| KO_Am0010.pdf | ||
| KO_Am0009.pdf | ||
| KO_Am0008.pdf | ||
| KO_Am0007.pdf | ||
| Am0002.pdf | ||
| Am0003.pdf | ||
| Minot_DRMO_-_Specs.pdf | ||
| Minot_DRMO_Am0004.pdf | ||
| Am0004.pdf | ||
| Am0001.pdf | ||
| Minot_DRMO_Advertise_plans.pdf | ||
| Am0005.pdf | ||
| DLA_Site_Visit_ROA_29Oct2015_Redacted.pdf | ||
| Am0004drawings.pdf | ||
| Am0006.pdf |
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IDENTIFICATION
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®of Engineers
US Army Corps of Engineers
US Army Corps
A B C D E F G H I J K
1'-6"
24'-10"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"24'-0"5'-0"14'-0"
2'-2"
176'-10"
A B C D E F G H I J K
176'-10"
24'-10"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"24'-0"5'-0"14'-0"
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#4 @ 18" OC EW
5" SOG W/
FDN WALLS
8" THICK
EXISTING COLUMN, TYP.
EXISTING COLUMN, TYP.
EXISTING COLUMN, TYP.
EXISTING COLUMN, TYP.
14'-4"
F1, C1
F1, C1 F1, C1 F1, C1 F1, C1 F1, C1 F1, C1 F1, C1 F1, C1
F1, C3F1, C3F1, C3F1, C3F1, C3F1, C3F2, C3F1, C3
F1, C2F1, C1
10'-0"
COLUMN, TYP.
EXISTING
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F1, C3
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FIRE RISER ROOM
METAL FRAMED
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APPROXIMATELY 6".
THICKNESS VARIES FROM 2" TO
ARE APPROXIMATE. OVERLAY
DETAIL ON S-502. PLAN DIMENSIONS
SEE CONCRETE OVERLAY
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BY CONTRACTOR.
& LOCATIONS DETERMINED
SUPPORT, TYP. QUANTITY
FOR SPRINKLER PIPE
ADDITIONAL BEAM IF REQ'D
NEW FOUNDATION, TYP.
CONCRETE SLAB FOR
REINFORCED
SAW CUT EXISTING
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SCALE: 1/8" = 1'-0"
FOOTING SCHEDULE
REINFORCING
2'-0" X 2'-0" X 1'-0"
MARK
F1 3 #5 BARS EW
MARK
C1
COLUMN SCHEDULE
SIZE
T.O. FTG EL
C2
C3
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SIZE**
SPRINKLER SUPPORT FRAMING PLAN
BUILDING 533
FOUNDATION PLAN
BUILDING 533
CONFLICTS.
OTHER ITEMS THAT WOULD CONFLICT WITH SLAB CUTS. NOTIFY COR OF ANY
EMBEDDED CONDUIT, METAL BUILDING HAIRPIN REINFORCEMENT, OR ANY
NOTE: CONTRACTOR SHALL PERFORM USE PENETRATING RADAR TO IDENTIFY
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COLUMN GRID LINES.
EACH FOOTING SHALL BE SYMMETRICAL ABOUT
FOOTING TO EXISTING JOINT/FOUNDATION.
EXISTING SLAB JOINT OR FOUNDATION, EXTEND
OF LESS THAN 6" BETWEEN NEW FOOTING AND
** NOTE: WHERE DIMENSION LEAVES SLAB WIDTH
SHALL MATCH ELEVATION OF ADJACENT SLAB.
* NOTE: TOP OF NEW FOOTING ELEVATION
T.O. COL HT.***
12'-5"
14'-8"
19'-6"
AND NOTIFY COR OF ANY DISCREPANCY.
CONTRACTOR SHALL VERIFY DIMENSIONS
ADJACENT TO NEW COLUMN LOCATION.
TOP OF EXISTING SLAB IMMEDIATELY
*** NOTE: HEIGHT IS MEASURED FROM
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F
T G E
L C
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IF
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D /1 /2
TOPS OF COLUMNS TO WHICH THEY CONNECT.
NOTE: TOPS OF BEAMS SHALL BE 8" BELOW
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