B2 SCHEMATIC DRAWINGS and RECORD DWGs.pdf
PDF 6 MB Posted
- Attached to
- Natick Building 2 Facade Federal contract opportunity
- Solicitation number
- W911QY-25-R-A020
About this file
These are schematic and record drawings for Building 2 at the U.S. Army Soldier Systems Center in Natick, Massachusetts, dated 1952 and 1993. The drawings include detailed floor plans, roof plans, and elevations for all four sides of the building (north, south, east, and west), showing both existing and proposed demolition and reconstruction configurations. The drawings provide comprehensive architectural details including building dimensions, grid lines, structural elements, window and door placements, and specific notations about demolition and reconstruction activities for the building envelope.
The drawings are part of a pre-solicitation notice for a construction contract (W911QY-25-R-A020) to replace the building's exterior envelope, with an estimated project value between $1,000,000 and $5,000,000. The project is a 100% small business set-aside under NAICS code 236220 for Commercial and Institutional Building Construction. The anticipated contract period is 270 days after notice to proceed, with solicitation expected to be issued in August 2025. The project involves extensive facade renovation at the Natick Soldier Systems Center, with detailed technical specifications for structural modifications, window replacements, and overall building envelope improvements.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Repair Exteriors Building 2 Design-Build Solicitation July 2020.pdf | ||
| B2 ASBESTOS PCB and PAINT REPORTS.pdf | ||
| Natick ISWMP January 2025.pdf | ||
| B2 Repair Building Envelope (Facade) DPW SOW.pdf | ||
| USAG-Natick-Fillable-Visitor-Request-Form-Dec-2024.pdf | ||
| B2 MOA for PROTECTION of HISTORICAL PROP.pdf |
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Text version
Appendix A Schematic drawings & Record drawings Schematic drawings including Plans and Elevations
Record drawings including Plans and Elevations dated 1952 and 1993
N N
PROJECT
LOCATION
PROJECT
LOCATION
LAWRENCE
LEXINGTON
DEDHAM
NATICK LABS
21 8
09 9
CONCORD
BEDFORD
LOWELL
NASHUA
NH
MA
S
IX
T H
A V
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BROCKTON
WEYMOUTH
HINGHAM
L P
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AREA
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HELIC
OPTER
D E
P A
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A P
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C H
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PARKING
M
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PARKING
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P A
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IN
G
"D" STREET
F
IF
T H
A V
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T-24
SHED
"A" STREET
PARKING
"C" STREET
"B" STREET
P A
R K
IN
G
LOGAN INT. AIRPORT
BOSTON
ATLANTIC OCEAN
SALEM
P A
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IN
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PARKING
K
F
IR
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PARKING
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B E A C H
O P E N
ROCKPORT
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D A
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T-75
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T-27
T-76
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S-6
UPPER ENTRANCE LANE
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ENTRANCEM
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SOLDIER SYSTEMS CENTER
T H
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D
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NO.1
TENT
T -2
T-26
NATICK, MA
U.S. ARMY
L A
K E
C
O C
H I T
U A
T E
L A K E C O C H I T U A T E
VICINITY MAP BASE MAP
TO RT 27
GUARD HOUSE
(BLDG. 39)
KANSAS STREET
US Army Corps of Engineers ®
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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New England District
G-001
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U.S. ARMY SOLDIER SYSTEMS CENTER
JUNE 2020
NATICK, MASSACHUSETTS
BUILDING 2 ENVELOPE REPLACEMENT
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SHEET INDEX
Number Sheet Name
G-001 COVER SHEET
AD-101 DEMOLITION FLOOR PLAN
AD-111 DEMOLITION ROOF PLAN
AD-201 DEMOLITION ELEVATIONS
AD-202 DEMOLITION ELEVATIONS
A-101 NEW FLOOR PLAN
A-110 NEW ROOF PLAN
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
AB-1958 BUILT-UP ROOF AS-BUILT APRIL 1958
AB-1952 CLIMATIC BUILDING ELEVATIONS AS-BUILT, AUG 1952
AB-2002 ELEVATIONS & SECTIONS AS-BUILT, JAN 2002
DN
DN
1 3 5 10 11 14 16
8 2825 41 44 463133
J
DD
AD-202
D1
AD-202
A1
AD-201
D1
AD-201
A1
4 6 21 29 30 34 40 4519 23
V
231' - 4 1/2"
I
11 33 212222 2324
22 22 222222222222 25 42
GENERAL NOTES
1. FIELD VERIFY ALL EXISTING CONDITIONS, FINISHES AND
DIMENSIONS PRIOR TO DEMOLITION. NOTIFY
CONTRACTING OFFICER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE EXISTING STRUCTURES AT ALL
TIMES.
3. BUILDING WILL BE OCCUPIED AND SHALL REMAIN
FUNCTIONAL DURING CONSTRUCTION. COORDINATE
WORK TO CAUSE MINIMAL DISRUPTIONS TO
OCCUPANTS.
4. ANY EXISTING ITEMS, FINISHES, AND SURFACES
DISTURBED OR DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION OPERATIONS NOT INDICATED
FOR REMOVAL BOTH INSIDE AND OUTSIDE THE
CONTRACT LIMITS SHALL BE PATCHED / REPAIRED TO
MATCH & BLEND WITH EXISTING ADJACENT SURFACES
WITH APPROVAL FROM THE CONTRACTING OFFICER.
5. DRAWINGS ARE APPROXIMATE AND ARE FOR
REFERENCE ONLY.
6. CONTRACTOR TO VERIFY DEMOLITION WORK IN
RELATION TO NEW WORK LIMITS BEFORE
COMMENCING WORK.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING
AND/OR RELOCATING ALL WALL MOUNTED CONDUIT AS
REQUIRED TO INSTALL EXTERIOR FINISH SYSTEM.
US Army Corps of Engineers ®
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SCALE: 1/16" = 1'-0"A1 DEMOLITION FLOOR PLAN 08 16 3241216
SCALE: 1/16"=1'-0"
NORTH
EEDP
21 REMOVE EXISTING EIFS SYSTEM TO
STRUCTURAL CMU WALL, TYP.
22 REMOVE EXISTING WINDOW AND FRAME,
TYP.
23 REMOVE EXISTING STOREFRONT ENTRY.
24 REMOVE EXISTING DOOR AND FRAME.
25 REMOVE EXISTING LOADING DOOR AND
FRAME.
26 DEMOLISH EXISTING CONCRETE RAMP AND
RAILING.
27 DEMOLISH EXISTING CONCRETE STAIRS
AND RAILING.
28 ABATEMENT OF ASBESTOS NECESSARY FOR
REMOVAL.
CCDP
1 REMOVE EXISTING PAINT. REMOVE RUST,
TYP.
2 REMOVE EXISTING FENCE AND GATE
3 REMOVE EXISTING METAL DOOR
OVERHANG.
DRP
42 REMOVE EXISTING ROOF ACCESS LADDER.
CLIMATIC CHAMBERS NOTES
EXTERIOR ENCLOSURE NOTES
ROOF NOTES
1 3 5 10 168 44 4631 3326 35 42
J
2 4 6 13 21 29 40 459 18 19 23
F
R
B
E
I
21 21
GENERAL NOTES
1. FIELD VERIFY ALL EXISTING CONDITIONS, FINISHES AND
DIMENSIONS PRIOR TO DEMOLITION. NOTIFY
CONTRACTING OFFICER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE EXISTING STRUCTURES AT ALL
TIMES.
3. ANY EXISTING ITEMS, FINISHES, AND SURFACES
DISTURBED OR DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION OPERATIONS NOT INDICATED
FOR REMOVAL BOTH INSIDE AND OUTSIDE THE
CONTRACT LIMITS SHALL BE PATCHED / REPAIRED TO
MATCH & BLEND WITH EXISTING ADJACENT SURFACES
WITH APPROVAL FROM THE CONTRACTING OFFICER.
4. DRAWINGS ARE APPROXIMATE AND ARE FOR
REFERENCE ONLY.
5. CONTRACTOR TO VERIFY DEMOLITION WORK IN
RELATION TO NEW WORK LIMITS BEFORE
COMMENCING WORK.
6. ALL ROOFTOP UNITS AND FANS ARE TO BE
DISCONNECTED AND REINSTALLED ON NEW ROOF
CURBS.
7. INSPECT ALL ROOF DRAIN PANS AND IF DAMAGED OR
DETERIORATED, INSTALL NEW RETRO FIT ROOF DRAIN
INTO EXISTING DRAIN PAN. REPLACE ALL STRAINERS.
8. BUILDING WILL BE OCCUPIED AND SHALL REMAIN
FUNCTIONAL DURING CONSTRUCTION. COORDINATE
PHASING OF ROOFTOP EQUIPMENT ONTO NEW CURBS
WITH COR.
US Army Corps of Engineers ®
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SCALE: 1/16" = 1'-0"A1 EXISTING ROOF DEMOLITION PLAN
08 16 3241216
SCALE: 1/16"=1'-0"
008 16 3241216
SCALE: 1/16"=1'-0"
NORTH
RRDP
41 REMOVE EXISTING EPDM ROOF IN ITS
ENTIRETY TO CONCRETE DECK.
42 REMOVE EXISTING ROOF ACCESS LADDER.
43 REMOVE EXISTING STEEL HVAC SUPPORT
STRUCTURE.
EEDRP
21 REMOVE EXISTING EIFS SYSTEM TO
STRUCTURAL CMU WALL, TYP.
CCDRP
1 REMOVE EXISTING PAINT. REMOVE RUST,
TYP.
3 REMOVE EXISTING METAL DOOR
OVERHANG.
CLIMATIC CHAMBERS NOTES
FINISH FLOOR
169' - 9"
1 3 5 11 16 20 25 37 44 4631 3315 22 26 35 42
ROOF
184' - 8"
2 4 6 12 17 21 29 40 45I
DORIOT CLIMATIC CHAMBERS
11 33 2122 23 2221 3131
FINISH FLOOR
169' - 9"
TO PARAPET
186' - 2"
A PH U W X Y AA FF HH LL MMKC T
CRAWL SPACE
163' - 9"
ROOF
184' - 8"
G L S BB CC EE GG KK NN PP RR
1224 2721 29
GENERAL NOTES
1. FIELD VERIFY ALL EXISTING CONDITIONS, FINISHES AND
DIMENSIONS PRIOR TO DEMOLITION. NOTIFY
CONTRACTING OFFICER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE EXISTING STRUCTURES AT ALL
TIMES.
3. BUILDING WILL BE OCCUPIED AND SHALL REMAIN
FUNCTIONAL DURING CONSTRUCTION. COORDINATE
WORK TO CAUSE MINIMAL DISRUPTIONS TO
OCCUPANTS.
4. ANY EXISTING ITEMS, FINISHES, AND SURFACES
DISTURBED OR DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION OPERATIONS NOT INDICATED
FOR REMOVAL BOTH INSIDE AND OUTSIDE THE
CONTRACT LIMITS SHALL BE PATCHED / REPAIRED TO
MATCH & BLEND WITH EXISTING ADJACENT SURFACES
WITH APPROVAL FROM THE CONTRACTING OFFICER.
5. DRAWINGS ARE APPROXIMATE AND ARE FOR
REFERENCE ONLY.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING
AND/OR RELOCATING ALL WALL MOUNTED CONDUIT AS
REQUIRED TO INSTALL EXTERIOR FINISH SYSTEM.
7. ALL EXISTING LIGHTING TO BE REINSTALLED UNLESS
NOTED OTHERWISE.
US Army Corps of Engineers ®
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SCALE: 1/8" = 1'-0"D1 NORTH DEMOLITION ELEVATION
SCALE: 1/8" = 1'-0"A1 EAST DEMOLITION ELEVATION
CCDEN
1 REMOVE EXISTING PAINT. REMOVE RUST, TYP.
2 REMOVE EXISTING FENCE AND GATE
3 REMOVE EXISTING METAL DOOR OVERHANG.
EEDEN
21 REMOVE EXISTING EIFS SYSTEM TO STRUCTURAL
CMU WALL, TYP.
22 REMOVE EXISTING WINDOW AND FRAME, TYP.
23 REMOVE EXISTING STOREFRONT ENTRY.
24 REMOVE EXISTING DOOR AND FRAME.
27 DEMOLISH EXISTING CONCRETE STAIRS AND RAILING.
29 EXISTING FLOOD LIGHT TO BE DISCONNECTED,
REMOVED AND REINSTALLED UPON COMPLETION OF
INSTALLATION OF NEW METAL PANEL SYSTEM.
30 REMOVE EXISTING METAL WALL PANEL AT
INTERSECTION OF WALL AND CLIMATIC CHAMBERS.
31 REMOVE EXISTING EXTERIOR LIGHTING WALL PACKS.
REFER TO ELECTRICAL SCOPE.
CLIMATIC CHAMBERS NOTES
TO PARAPET
186' - 2"
13511141628 25414446 3133 2635
ROOF
184' - 8"
24672134394345 918181924 23 I
4221 252122 22 222222222222 2521 3129 333129
FINISH FLOOR
169' - 9"
TO PARAPET
186' - 2"
AHNWXYAAHHLLMM T
CRAWL SPACE
163' - 9"
ROOF
184' - 8"
GLSBBCCEEGGJJNNPPRR BE
1 2 422427 2129 25
GENERAL NOTES
1. FIELD VERIFY ALL EXISTING CONDITIONS, FINISHES AND
DIMENSIONS PRIOR TO DEMOLITION. NOTIFY
CONTRACTING OFFICER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE EXISTING STRUCTURES AT ALL
TIMES.
3. BUILDING WILL BE OCCUPIED AND SHALL REMAIN
FUNCTIONAL DURING CONSTRUCTION. COORDINATE
WORK TO CAUSE MINIMAL DISRUPTIONS TO
OCCUPANTS.
4. ANY EXISTING ITEMS, FINISHES, AND SURFACES
DISTURBED OR DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION OPERATIONS NOT INDICATED
FOR REMOVAL BOTH INSIDE AND OUTSIDE THE
CONTRACT LIMITS SHALL BE PATCHED / REPAIRED TO
MATCH & BLEND WITH EXISTING ADJACENT SURFACES
WITH APPROVAL FROM THE CONTRACTING OFFICER.
5. DRAWINGS ARE APPROXIMATE AND ARE FOR
REFERENCE ONLY.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING
AND/OR RELOCATING ALL WALL MOUNTED CONDUIT AS
REQUIRED TO INSTALL EXTERIOR FINISH SYSTEM.
7. ALL EXISTING LIGHTING TO BE REINSTALLED UNLESS
NOTED OTHERWISE.
US Army Corps of Engineers ®
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SCALE: 1/8" = 1'-0"D1 SOUTH DEMOLITION ELEVATION
SCALE: 1/8" = 1'-0"A1 WEST DEMOLITION ELEVATION
CCDES
1 REMOVE EXISTING PAINT. REMOVE RUST, TYP.
2 REMOVE EXISTING FENCE AND GATE
EEDES
21 REMOVE EXISTING EIFS SYSTEM TO STRUCTURAL
CMU WALL, TYP.
22 REMOVE EXISTING WINDOW AND FRAME, TYP.
24 REMOVE EXISTING DOOR AND FRAME.
25 REMOVE EXISTING LOADING DOOR AND FRAME.
27 DEMOLISH EXISTING CONCRETE RAMP AND RAILING
29 EXISTING FLOOD LIGHT TO BE DISCONNECTED,
REMOVED AND REINSTALLED UPON COMPLETION OF
INSTALLTION OF NEW METAL PANEL SYSTEM.
30 REMOVE EXISTING METAL WALL PANEL AT
INTERSECTION OF WALL AND CLIMATIC CHAMBERS.
31 REMOVE EXISTING EXTERIOR LIGHTING WALL PACKS.
REFER TO ELECTRICAL SCOPE.
33 REMOVE EXISTING LOADING DOCK LADDER.
RDE
42 REMOVE EXISTING ROOF ACCESS LADDER.
CLIMATIC CHAMBERS NOTES
DNDNDN
DN
DN
DN
1 3 5 10 11 14 16
8 2825 44 4631 231' - 4 1/2"
J
DD
2 4 6 21 30 34 40 43 4518 19 23
D
M
R
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V
KK
B
A-201 A1
A-201 D1
A-202 D1
A-202 A1
I
76 1212222
222222222222 29 25
7 6 24 23
22 22
28 28
GENERAL NOTES
1. FIELD VERIFY ALL EXISTING CONDITIONS, FINISHES AND
DIMENSIONS PRIOR TO DEMOLITION. NOTIFY
CONTRACTING OFFICER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE EXISTING STRUCTURES AT ALL
TIMES.
3. BUILDING WILL BE OCCUPIED AND SHALL REMAIN
FUNCTIONAL DURING CONSTRUCTION. COORDINATE
WORK TO CAUSE MINIMAL DISRUPTIONS TO
OCCUPANTS.
4. ANY EXISTING ITEMS, FINISHES, AND SURFACES
DISTURBED OR DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION OPERATIONS NOT INDICATED
FOR REMOVAL BOTH INSIDE AND OUTSIDE THE
CONTRACT LIMITS SHALL BE PATCHED / REPAIRED TO
MATCH & BLEND WITH EXISTING ADJACENT SURFACES
WITH APPROVAL FROM THE CONTRACTING OFFICER.
5. DRAWINGS ARE APPROXIMATE AND ARE FOR
REFERENCE ONLY.
6. CONTRACTOR TO VERIFY DEMOLITION WORK IN
RELATION TO NEW WORK LIMITS BEFORE
COMMENCING WORK.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING
AND/OR RELOCATING ALL WALL MOUNTED CONDUIT AS
REQUIRED TO INSTALL EXTERIOR FINISH SYSTEM.
US Army Corps of Engineers ®
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SCALE: 1/16" = 1'-0"A1 NEW FLOOR PLAN
08 16 3241216
SCALE: 1/16"=1'-0"
NORTH
CCP
1 APPLY PROTECTIVE COATING TO EXTERIOR
OF CLIMATIC CHAMBERS.
2 NEW ACCESS CONTROL FENCE
3 CLEAN AND PAINT CRAWL SPACE ACCESS
DOORS AND FRAME.
4 CLEAN CONCRETE FOUNDATION AND
RECAULK JOINT TO METAL CHAMBER.
5 CLEAN COURTYARD AREA OF DEBRIS AND
VEGETATION.
6 CLEAN EXISTING LOADING DOCK LEVELER.
7 REPAIR EXISTING CONCRETE LOADING
DOCK AND STAIR, AS NECESSARY.
EEP
21 PROVIDE NEW EXTERIOR METAL PANEL
WALL SYSTEM
22 NEW LOW-E GLAZING ALUMINUM WINDOWS
TO MATCH EXISTING APPEARANCE.
23 NEW STOREFRONT ENTRY SYSTEM.
24 NEW INSULATED METAL DOOR
25 NEW INSULATED SECTIONAL OVERHEAD
DOOR
26 NEW CONCRETE SERVICE RAMP AND
RAILING.
27 NEW CONCRETE STAIR WITH TRACTION
STRIPS AND RAILING.
28 REPAIR EXISTING STAIR AND TRACTION
STRIPS.
29 NEW STEEL ENCASED CONCRETE BOLLARD,
TYP.
34 CLEAN CRAWL SPACE ACCESS DOORS.
CLIMATIC CHAMBERS NOTES
EXTERIOR ENCLOSURE NOTES
RP Copy 1
42 NEW ACCESS CONTROLLED METAL ROOF
STAIR
1 3 5 10 168 2825 44 4633 42
J
2 4 6 1713 21 30 40 459 19 23
R
B
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231' - 4 1/2"
SLO
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I
GENERAL NOTES
1. FIELD VERIFY ALL EXISTING CONDITIONS, FINISHES AND
DIMENSIONS PRIOR TO DEMOLITION. NOTIFY
CONTRACTING OFFICER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE EXISTING STRUCTURES AT ALL
TIMES.
3. BUILDING WILL BE OCCUPIED AND SHALL REMAIN
FUNCTIONAL DURING CONSTRUCTION. COORDINATE
WORK TO CAUSE MINIMAL DISRUPTIONS TO
OCCUPANTS.
4. ANY EXISTING ITEMS, FINISHES, AND SURFACES
DISTURBED OR DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION OPERATIONS NOT INDICATED
FOR REMOVAL BOTH INSIDE AND OUTSIDE THE
CONTRACT LIMITS SHALL BE PATCHED / REPAIRED TO
MATCH & BLEND WITH EXISTING ADJACENT SURFACES
WITH APPROVAL FROM THE CONTRACTING OFFICER.
5. DRAWINGS ARE APPROXIMATE AND ARE FOR
REFERENCE ONLY.
6. CONTRACTOR TO VERIFY DEMOLITION WORK IN
RELATION TO NEW WORK LIMITS BEFORE
COMMENCING WORK.
7. ALL ROOFTOP UNITS AND FANS ARE TO BE
DISCONNECTED AND REINSTALLED ON NEW ROOF
CURBS.
8. INSPECT ALL INTERIOR ROOF DRAIN PANS AND IF
DAMAGED OR DETERIORATED, INSTALL NEW RETRO
FIT ROOF DRAIN INTO EXISTING DRAIN PAN. REPLACE
ALL STRAINERS.
US Army Corps of Engineers ®
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SCALE: 1/16" = 1'-0"A1 NEW ROOF PLAN
08 16 3241216
SCALE: 1/16"=1'-0"
NORTH
CCRP
1 APPLY PROTECTIVE COATING TO EXTERIOR
OF CLIMATIC CHAMBERS.
RRP
41 NEW ROOF SYSTEM, TO INCLUDE WALK
PADS, CURBS, AND FLASHING, AS
REQUIRED.
42 NEW ACCESS CONTROLLED METAL ROOF
STAIR
EERP
30 PROVIDE NEW EXTERIOR METAL PANEL
WALL SYSTEM AT INTERSECTION OF
CLIMATIC CHAMBERS AND BUILDING.
CLIMATIC CHAMBERS NOTES
TO PARAPET
186' - 2"
1 3 5 11 16 20 25 37 44 4631 3315 22 26 35 422 4 6 12 17 21 29 40 45
DORIOT CLIMATIC CHAMBERS
I
14762122224 1 7 6 2328 2828 2831318 8
FINISH FLOOR
169' - 9"
TO PARAPET
186' - 2"
A PH U W X Y AA FF HH LL MMKC T
CRAWL SPACE
163' - 9"
ROOF
184' - 8"
G L S BB CC EE GG KK NN PP RR
21 412127 31 2924
50' - 2 3/4"
GENERAL NOTES
1. FIELD VERIFY ALL EXISTING CONDITIONS, FINISHES AND
DIMENSIONS PRIOR TO DEMOLITION. NOTIFY
CONTRACTING OFFICER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE EXISTING STRUCTURES AT ALL
TIMES.
3. BUILDING WILL BE OCCUPIED AND SHALL REMAIN
FUNCTIONAL DURING CONSTRUCTION. COORDINATE
WORK TO CAUSE MINIMAL DISRUPTIONS TO
OCCUPANTS.
4. ANY EXISTING ITEMS, FINISHES, AND SURFACES
DISTURBED OR DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION OPERATIONS NOT INDICATED
FOR REMOVAL BOTH INSIDE AND OUTSIDE THE
CONTRACT LIMITS SHALL BE PATCHED / REPAIRED TO
MATCH & BLEND WITH EXISTING ADJACENT SURFACES
WITH APPROVAL FROM THE CONTRACTING OFFICER.
5. DRAWINGS ARE APPROXIMATE AND ARE FOR
REFERENCE ONLY.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING
AND/OR RELOCATING ALL WALL MOUNTED CONDUIT AS
REQUIRED TO INSTALL EXTERIOR FINISH SYSTEM.
7. ALL SIGNAGE TO BE REINSTALLED.
US Army Corps of Engineers ®
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SCALE: 1/8" = 1'-0"D1 NORTH ELEVATION
SCALE: 1/8" = 1'-0"A1 EAST ELEVATION 04 8 16268
SCALE: 1/8"=1'-0"
CCEN
1 APPLY PROTECTIVE COATING TO EXTERIOR OF CLIMATIC
CHAMBERS.
2 NEW ACCESS CONTROL FENCE
4 CLEAN CONCRETE FOUNDATION AND RECAULK JOINT TO
METAL CHAMBER.
6 CLEAN EXISTING LOADING DOCK LEVELER.
7 REPAIR EXISTING CONCRETE LOADING DOCK, AS NECESSARY.
8 CLEAN EXISTING LOADING DOCK DOOR. PROVIDE NEW
OVERHANG. PROVIDE PROTECTION FROM INFILTRATION OF
WILDLIFE.
EEEN/E
21 PROVIDE NEW EXTERIOR METAL PANEL WALL SYSTEM
22 NEW LOW-E GLAZING ALUMINUM WINDOWS TO MATCH
EXISTING APPEARANCE.
23 NEW STOREFRONT ENTRY SYSTEM.
24 NEW INSULATED METAL DOOR
27 NEW CONCRETE STAIR WITH TRACTION STRIPS AND RAILING.
28 REPAIR EXISTING STAIR AND TRACTION STRIPS.
29 EXISTING FLOOD LIGHT TO BE DISCONNECTED, REMOVED AND
REINSTALLED UPON COMPLETION OF INSTALLATION OF NEW
METAL PANEL SYSTEM.
30 PROVIDE NEW EXTERIOR METAL PANEL WALL SYSTEM AT
INTERSECTION OF CLIMATIC CHAMBERS AND BUILDING.
31 NEW EXTERIOR LIGHTING. SEE ELECTRICAL SCOPE.
34 CLEAN CRAWL SPACE ACCESS DOORS.
CLIMATIC CHAMBERS NOTES
TO PARAPET
186' - 2"
13511141628 25414446 3133 2635
ROOF
184' - 8"
24672134394345 991818
24 23 I
3221 2542 21 21 32253122 22 222222222222 2929 31 3332
FINISH FLOOR
169' - 9"
TO PARAPET
186' - 2"
AHNWXYAAHHLLMM T
CRAWL SPACE
163' - 9"
ROOF
184' - 8"
GLSBBCCEEGGJJNNPPRR BE
32214 1 2 26 25 421 2431 29
GENERAL NOTES
1. FIELD VERIFY ALL EXISTING CONDITIONS, FINISHES AND
DIMENSIONS PRIOR TO DEMOLITION. NOTIFY
CONTRACTING OFFICER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE EXISTING STRUCTURES AT ALL
TIMES.
3. BUILDING WILL BE OCCUPIED AND SHALL REMAIN
FUNCTIONAL DURING CONSTRUCTION. COORDINATE
WORK TO CAUSE MINIMAL DISRUPTIONS TO
OCCUPANTS.
4. ANY EXISTING ITEMS, FINISHES, AND SURFACES
DISTURBED OR DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION OPERATIONS NOT INDICATED
FOR REMOVAL BOTH INSIDE AND OUTSIDE THE
CONTRACT LIMITS SHALL BE PATCHED / REPAIRED TO
MATCH & BLEND WITH EXISTING ADJACENT SURFACES
WITH APPROVAL FROM THE CONTRACTING OFFICER.
5. DRAWINGS ARE APPROXIMATE AND ARE FOR
REFERENCE ONLY.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING
AND/OR RELOCATING ALL WALL MOUNTED CONDUIT AS
REQUIRED TO INSTALL EXTERIOR FINISH SYSTEM.
7. ALL SIGNAGE TO BE REINSTALLED.
US Army Corps of Engineers ®
SH
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SHEET ID
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SCALE: 1/8" = 1'-0"D1 SOUTH ELEVATION
SCALE: 1/8" = 1'-0"A1 WEST ELEVATION
04 8 16268
SCALE: 1/8"=1'-0"
CCEW
1 APPLY PROTECTIVE COATING TO EXTERIOR OF
CLIMATIC CHAMBERS.
2 NEW ACCESS CONTROL FENCE
4 CLEAN CONCRETE FOUNDATION AND RECAULK JOINT
TO METAL CHAMBER.
CLIMATIC CHAMBERS NOTES
EEES/W
21 PROVIDE NEW EXTERIOR METAL PANEL WALL
SYSTEM
22 NEW LOW-E GLAZING ALUMINUM WINDOWS TO
MATCH EXISTING APPEARANCE.
24 NEW INSULATED METAL DOOR
25 NEW INSULATED SECTIONAL OVERHEAD DOOR
26 NEW CONCRETE SERVICE RAMP AND RAILING.
29 EXISTING FLOOD LIGHT TO BE DISCONNECTED,
REMOVED AND REINSTALLED UPON COMPLETION OF
INSTALLATION OF NEW METAL PANEL SYSTEM.
30 PROVIDE NEW EXTERIOR METAL PANEL WALL
SYSTEM AT INTERSECTION OF CLIMATIC CHAMBERS
AND BUILDING.
31 NEW EXTERIOR LIGHTING. SEE ELECTRICAL SCOPE.
32 NEW STEEL ENCASED CONCRETE BOLLARD, TYP.
33 NEW LOADING DOCK LADDER.
EXTERIOR ENCLOSURE NOTES
RP
42 NEW ACCESS CONTROLLED METAL ROOF STAIR
| Appendix A1.pdf |
| Appendix A.pdf |
| Appendix A |
| NSSC_B2_Doriot Climactic Chambers_RFP |
| G-001 - COVER SHEET |
| Sheets |
| G-001 - COVER SHEET |
| AD-101 - DEMOLITION PLAN |
| Sheets |
| AD-101 - DEMOLITION PLAN |
| AD-111 - DEMOLITION ROOF PLAN |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| G-001 - COVER SHEET |
| AD-111 - DEMOLITION ROOF PLAN |
| Sheets |
| AD-101 - DEMOLITION PLAN |
| AD-111 - DEMOLITION ROOF PLAN |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| G-001 - COVER SHEET |
| AD-201 - DEMOLITION ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| A-101 - FLOOR PLAN |
| Sheets |
| A-101 - FLOOR PLAN |
| A-110 - ROOF PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| G-001 - COVER SHEET |
| A-110 - ROOF PLAN |
| Sheets |
| A-101 - FLOOR PLAN |
| A-110 - ROOF PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| G-001 - COVER SHEET |
| A-201 - EXTERIOR ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| Appendix A |
| NSSC_B2_Doriot Climactic Chambers_RFP |
| G-001 - COVER SHEET |
| Sheets |
| G-001 - COVER SHEET |
| AD-101 - DEMOLITION PLAN |
| Sheets |
| AD-101 - DEMOLITION PLAN |
| AD-111 - DEMOLITION ROOF PLAN |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| G-001 - COVER SHEET |
| AD-111 - DEMOLITION ROOF PLAN |
| Sheets |
| AD-101 - DEMOLITION PLAN |
| AD-111 - DEMOLITION ROOF PLAN |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| G-001 - COVER SHEET |
| AD-201 - DEMOLITION ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| A-101 - FLOOR PLAN |
| Sheets |
| A-101 - FLOOR PLAN |
| A-110 - ROOF PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| G-001 - COVER SHEET |
| A-110 - ROOF PLAN |
| Sheets |
| A-101 - FLOOR PLAN |
| A-110 - ROOF PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| G-001 - COVER SHEET |
| A-201 - EXTERIOR ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| NSSC_B2_Doriot Climactic Chambers_16Jun2020 |
| G-001 - COVER SHEET |
| AD-101 - DEMOLITION FLOOR PLAN |
| AD-111 - DEMOLITION ROOF PLAN |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| A-101 - NEW FLOOR PLAN |
| A-110 - NEW ROOF PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| Appendix A1 |
| Appendix A.pdf |
| NSSC_B2_Doriot Climactic Chambers_RFP |
| G-001 - COVER SHEET |
| Sheets |
| G-001 - COVER SHEET |
| AD-101 - DEMOLITION PLAN |
| Sheets |
| AD-101 - DEMOLITION PLAN |
| AD-111 - DEMOLITION ROOF PLAN |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| G-001 - COVER SHEET |
| AD-111 - DEMOLITION ROOF PLAN |
| Sheets |
| AD-101 - DEMOLITION PLAN |
| AD-111 - DEMOLITION ROOF PLAN |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| G-001 - COVER SHEET |
| AD-201 - DEMOLITION ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| A-101 - FLOOR PLAN |
| Sheets |
| A-101 - FLOOR PLAN |
| A-110 - ROOF PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| G-001 - COVER SHEET |
| A-110 - ROOF PLAN |
| Sheets |
| A-101 - FLOOR PLAN |
| A-110 - ROOF PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| G-001 - COVER SHEET |
| A-201 - EXTERIOR ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| Appendix A |
| NSSC_B2_Doriot Climactic Chambers_RFP |
| G-001 - COVER SHEET |
| Sheets |
| G-001 - COVER SHEET |
| AD-101 - DEMOLITION PLAN |
| Sheets |
| AD-101 - DEMOLITION PLAN |
| AD-111 - DEMOLITION ROOF PLAN |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| G-001 - COVER SHEET |
| AD-111 - DEMOLITION ROOF PLAN |
| Sheets |
| AD-101 - DEMOLITION PLAN |
| AD-111 - DEMOLITION ROOF PLAN |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| G-001 - COVER SHEET |
| AD-201 - DEMOLITION ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| A-101 - FLOOR PLAN |
| Sheets |
| A-101 - FLOOR PLAN |
| A-110 - ROOF PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| G-001 - COVER SHEET |
| A-110 - ROOF PLAN |
| Sheets |
| A-101 - FLOOR PLAN |
| A-110 - ROOF PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| G-001 - COVER SHEET |
| A-201 - EXTERIOR ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| AD-201 - DEMOLITION ELEVATIONS |
| AD-202 - DEMOLITION ELEVATIONS |
| Appendix A EP Review JP 30_April_2020 |
| Appendix A |
| Appendix A |
| Bldg 2, New Built-Up Roof,April 1958_20141021_0001 |
| Bldg. 2, 4 of 72, Climatic Building Elevations, Aug. 1952_20141016_0001 |
| Bldg.2,7 of 102, Elevations & Sections,Jan 2002_20141104_0001 |
NATICK LABS
File details come from the government source that posted it. Updated .