Amendment 0006_200702 Structural Drawings.pdf
PDF 148 KB Posted
- Attached to
- Construction of P447 Explosive Railcar Yard
- Solicitation number
- N40085-20-R-0048
About this file
This document contains structural drawings and details for a federal construction contract along with the associated solicitation opportunity. The project includes demolishing existing buildings and rail infrastructure at the Railcar Site and constructing a new explosive railcar holding yard. It will also relocate the Defense Logistics Agency disposition site to a new location with an operations building, storage building, and site work including aggregate storage and fiber infrastructure. Both sites are located at Crane Army Ammunition Activity in Crane, Indiana. The solicitation was issued by the Naval Facilities Engineering Command for contract number N40085-20-R-0048 and involves demolishing structures at the Railcar Site, building a new holding yard and associated rail tracks and signage, and constructing the new Defense Logistics Agency disposition facilities.
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Text version
1'-0"
8"
S E
E P
LA
N
1" DIA.X1'-6" LONG
SMOOTH DOWELS
@ 12" O.C.
(3 MINIMUM AT
MID-DEPTH)
T/SLAB EL.
SEE PLAN
METAL STAY IN
PLACE KEY FORM
1/4" WIDE X 1/2" DEEP
TOOLED JOINT. (FILL
WITH SEALANT AT
EXPOSED SLABS)
CONCRETE SIDEWALK / PAVEMENT
SEE CIVIL
#3@12"
2-#4
SECTION AT TYPICAL DOORS
NOTE:
1. FOR FOUNDATION WALL AND FOOTING INFORMATION NOT SHOWN, SEE
ADJACENT FOUNDATION SECTIONS (NOT AT DOOR) BEYOND.
2. REFERENCE ARCHITECTURAL/CIVIL FOR ADDITIONAL INFORMATION AT
CONCRETE SIDEWALK / PAVEMENT.
3. AT ROLL UP DOOR SILL, SLOPE SLAB DOWN TOWARDS OUTSIDE OF BUILDING.
SEE ARCH DETAILS.
1" DIA. x 1'-6" LONG
SMOOTH DOWEL @
12" OC @ STOOPS (3
MIN. @ MID-DEPTH)
EXT FACE OF BLDG
PRELIMINARY PEDESTAL SCHEDULE
PEDESTAL NOTES:
1. POUR PEDESTAL MONOLITHIC WITH FOUNDATION STEM WALL AT
STORAGE BUILDING. CONT HORZ REINFORCEMENT THROUGH
PEDESTAL .
2. TOP OF PEDESTAL EL = SEE PLAN.
3. WALLS NOT SHOWN ABOVE. SEE PLAN FOR WALLS.
P2
TYPE SIZE AND REINFORCEMENT
30"x30" WITH 16-#7 VERT WITH 90°HOOK INTO FOOTING, WITH #3 TIES IN SETS WITH 3 WITHIN TOP 5" AND AT 12" O.C.
THROUGHOUT
P3
TYPE P3TYPE P2
SEE SCHEDULE
S E
E S
C H
E D
U
LE
SEE SCHEDULE
S E
E S
C H
E D
U
LE
48"x30" WITH 22-#7 VERT WITH 90° HOOK INTO FOOTINGS, WITH #3 TIES IN SETS WITH 3 WITHIN TOP 5" AND AT 12" O.C.
THROUGHOUT
P1
28"x28" WITH 12-#7 VERT WITH 90°HOOK INTO FOOTING, WITH #3 TIES IN SETS WITH 3 WITHIN TOP 5" AND AT 12" O.C.
THROUGHOUT
TYPE P1
SEE SCHEDULE
S E
E S
C H
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U
LE
CJ OR CSJ
BLOCKOUT FOR
COLUMN WITH FELT
AT JOINT AND TOOLED
EDGE TO MATCH SLAB
CONTROL JOINT (AT
EXPOSED SLAB FILL
WITH SEALANT)
COLUMN
BASE PLATE
CJ OR CSJ
NOTE: DETAIL SIMILAR AT PERIMETER COLUMN.
2" (TYP)
(EDGE
BASEPLATE)
C
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N62473-18-D-5801
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PM/DM BHD/PJB
BRANCH MANAGER
CHIEF ENG/ARCH EA
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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D E P A R T M E N T
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501 North Broadway Saint Louis, MO 63102
(314) 335-4000
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ID
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DATE
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FIRE PROTECTION
DRAWFORM REVISION: 31 JANUARY 2017
PW DRAWING NO. PW7534
11/21/2019
As indicated
:1 :3
P M
S5021
S
TR
U C
TU
R
AL
12805237
JPS MEL SAM
TY
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IC
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D
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NTSA1
ADDITIONAL REINFORCING AT DOORS
NTS
SCHEDULE - PEDESTAL
B1
12" = 1'-0"A2
COLUMN ISOLATION JOINT AT INTERIOR COLUMN
D O
W E
LI
N
G
/2
9/
| Sheets |
| S5021 - TYPICAL DETAILS |
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