PRARNG_EHMS_Camp Santiago_DWG S-200_Amendment 02_08-Mar-2024.pdf
PDF 128 KB Posted
- Solicitation number
- W912LR24B0001
- Issued by
-
Department of the Army National Guard
About this file
This document includes structural wall elevation drawings and specifications for the construction of the DPW Engineering Housing and Maintenance Shop at Camp Santiago Joint Training Center in Salinas, Puerto Rico under Solicitation Number W912LR24B0001 issued by the Department of the Army National Guard. The drawings provide details for concrete foundation walls and elevations, rebar specifications, dimensions for equipment access openings and utility penetrations, notes for flush slab construction, and references to additional architectural drawings. Contractors are required to furnish all labor, materials, equipment, and services to complete the general construction work for the DPW building in accordance with the statement of work.
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Text version
EL:
SECOND FLOOR
115' - 0"
8" 8"
7'
2"
3'
6" 3'
6"
(TYP.)
(TYP.)
13 (TYP.)
EL:
T/SLAB
98' - 6"
EL:
T/FTNG
94' - 6"
5' - 5" 16' - 0" 3' - 0" 8"
1'
1/
4"
2'
3/
4"
5'
2"
EL:
SECOND FLOOR
115' - 0"
5 6
8"
9"
(TYP)(TYP)
EL:
T/SLAB
98' - 6"
EL:
T/FTNG
94' - 6"
/4
2'
3/
4"
5" 3'
0"
5' - 4 1/2" 2' - 0" 3' - 1 1/2" 10' - 0"
3' - 4" 2' - 2 3/4"
7'
2"
V A
R
IE
S 1'
0"
8"
EL:
SECOND FLOOR
115' - 0"
2 4
8" 8"
7'
2"
9"
(TYP) 7 (TYP)
13 (TYP)
1'
0"
5"
3'
0"
/4
2'
3/
4"
4' - 6" 10' - 0" 3' - 5 1/4" 2' - 0"
2' - 4" 3' - 4"
EL:
T/SLAB
98' - 6"
EL:
T/FTNG
94' - 6"
V A
R
IE
S
EL:
SECOND FLOOR
115' - 0"
L
8"
M
EL:
T/SLAB
98' - 6"
EL:
T/FTNG
94' - 6"
8"
9"
4' - 0"
1'
0"
EL:
SECOND FLOOR
115' - 0"
256 4
8"8" 12 12 12
1212 12
7 (TYP)
(TYP)
EL:
T/SLAB
98' - 6"
EL:
T/FTNG
94' - 6"
1'
0"
8' - 0" 8" 8' - 0" 7' - 8" 8" 8' - 0"
(T Y
P
9'
0"
FLAMMBLE STORAGE
RECESSED SLAB (BEYOND WALL)
SEE NOTE 2
2'
0"
EL:
SECOND FLOOR
115' - 0"
L
8"
9"
M
EL:
T/SLAB
98' - 6"
EL:
T/FTNG
94' - 6"
8"
4' - 0"
1'
0"
EL:
SECOND FLOOR
115' - 0"
L N 8"
8" 8"
9"
4' - 0"
M
EL:
T/SLAB
98' - 6"
EL:
T/FTNG
94' - 6"
5'
2"
1'
0"
1'
0"
3' - 4"4' - 2"
7'
2"
FLAMMBLE STORAGE
RECESSED SLAB (BEYOND WALL)
SEE NOTE 2
2'
0"
EL:
SECOND FLOOR
115' - 0"
LN
8"
8"
8"
9"
M
EL:
T/SLAB
98' - 6"
EL:
T/FTNG
94' - 6"
5'
2"
1'
0"
1'
0"
9 2
MAIN WALL REINF.
SEE DETAILS ON DWG. S-501
DOWELS SAME SIZE AND SPACING AS MAIN
WALL REINF. SEE DETAILS ON DWG. S-501
CIP CONCRETE CANOPY
SEE DETAIL B4 ON DWG. S-503
UTILITY/PIPE PENETRATION TYP.
SEE DETAIL B5 ON DWG. S-502
NOT USED
KEY NOTES
NOT USED
#5 BARS EACH FACE.
SEE TYPICAL CONCRETE WALL OPENING REINF.
DETAIL D1 ON DWG. S-503
NOT USED
FOR FOOTING DIMENSIONS AND B/FOOTING ELEV.
SEE PLAN ON DWG. S-100 THRU S-103 OR FOUNDATION
SCHEDULE ON DWG. S-501
NOT USED
NOT USED
OVERFLOW SCUPPER, COORDINATE EXACT
LOCATION & DIMENSIONS W/ARCH. DWG.
SEE KEY NOTE 3 ON DWG. A-131.
ALL OPENING ON CONC. WALL COORDINATE EXACT
LOCATION & DIMENSION W/ ARCHITECTURAL DWGS.
ALL DIMENSIONS ON THIS DWG. FOR REFERENCE ONLY
#4 @ 4" TIES (TYP.)
NOTES:
1. CIP CONCRETE CANOPY SLAB SHALL HAVE A MINIMUM THICKNESS
OF 9". CONTRACTOR TO COORDINATE ITS POUR AND JOINTS WITH
THE CIP WALL TO PROVIDE A CONTINUOUS MONOLITIC ONNECTION
WITH THE CONNECTING WALL. NO DRILL EPOXY REBAR
INSTALLATION IS ALLOWED.
2. FLAMMABLE STORAGE RECESSED SLAB. REFER TO
ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO DETAIL
D3 ON SHEET S-503 FOR ADDITIONAL INFORMATION.
D
C
B
A
1 2 3 4 5
Designed:
Drawn :
Checked:
Drawing No.:
Date:
Drawing Title:
Jacobs Project No.:
Scales:
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D3250109
DATEREV DESCRIPTION
501 North Broadway, Saint Louis, Missouri 63102
Metro Office Park 17 Street 2, Suite 400, Guaynabo, PR 00968
CH2M HILL‐
HDR JV
BID FINAL 100% DESIGN
B
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B D
P
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P R
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S tr u c t.
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/8 /2
:1
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A
M
S-200JMC
JMC
JMC
STRUCTURAL
WALL ELEVATIONS
2 JUNE 2023
1/4" = 1'-0"C4
WALL ELEVATION - ALONG AXIS N
1/4" = 1'-0"B3
WALL ELEVATION - ALONG AXIS M - BTWN AXIS 5 TO 6
1/4" = 1'-0"C1
WALL ELEVATION - ALONG AXIX M - BTWN AXIX 2 TO 4
1/4" = 1'-0"B4
WALL ELEVATION - ALONG AXIS 6 - BTWN AXIS M TO L
1/4" = 1'-0"A1
WALL ELEVATION - ALONG AXIS L
1/4" = 1'-0"A4
WALL ELEVATION - ALONG AXIS 2
1/4" = 1'-0"C2
WALL ELEVATION - ALONG AXIS 4 - BTWN AXIS L TO M
1/4" = 1'-0"B1
WALL ELEVATION - ALONG AXIS 5
1/4" = 1'-0"
2' 4' 8' 12'
(LOOKING NORTH) (LOOKING EAST) (LOOKING NORTH)
(LOOKING WEST) (LOOKING NORTH) (LOOKING WEST)
(LOOKING SOUTH) (LOOKING EAST)
1 AMMENDMENT 01 03/08/24
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