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- Building 14 and Building 53A Renovation Federal contract opportunity
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- 15-223-SOL-00107
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C
S-701
S-701
2'
- 4
1/ 2"
2' - 7 3/4" 2' - 2"
COPE BOTTOM FLANGE OF
STRINGER AROUND COLUMN
1 1/4" GRATING (19W4) AT LANDING
11 3/4" 4' - 0"
2'
- 8
1/ 2"
1'
- 1
1/ 2"
C10X15.3
C1 0X
.3
C6 X1
0.5
C6X10.5
C1 0X
.3
C1 0X
.3
L3X3X3/16
L3X3X3/16
1' - 5 3/4" 3' - 0"
FINISHED FLOOR
0' - 0"
1'
- 6
1'
- 6
EXISTING COLUMN
FOOTING
1' - 0" 2' - 2" 1' - 0"
4' - 2"
L6x4x5/16 w/2 - 3/4"Ø H.S.
BOLTS, TYP, WELD 3-SIDES
C10X15.3
HS
S4
X4 X1
/4
HS
S4
X4 X1
/4
BASE PLATE AND ANCHOR RODS, SEE 8/S-301
4' - 0"11 3/4"
SEE 1/S-303
#5 AT 9" O.C. EA WAY TOP & BOT
FINISHED FLOOR
0' - 0"
CD
1 1/2" GRATING (19W4) AT LANDING
S-302
S-701
S-701
22' - 3"
2' - 4" 11 1/2"
L3X3X3/16
C6X10.5
HS
S4
X4 X1
/4
HS
S4
X4 X1
/4
1' - 6" 1' - 6" 1' - 6" 1' - 6"
3' - 0" 3' - 0"
2' - 8 1/2" 1' - 1 1/2"
19 EQ TREADS
17' - 5"
1'
- 6
1'
- 6
S-701
COORDINATE HANDRAIL w/ARCH
3/16 3/16
1"
3/8" CAP PLATE
C10X15.3
C6X10.5
C6X10.5
L3X3X3/16
1 1 /4"
L6x4x5/16 w/2 - 3/4"Ø H.S.
BOLTS, TYP
3/16
3-SIDES,
TYP
CROMWELL
ARCHITECTS/
ENGINEERS
#5ARKANS A S-ENGINEER
CE
RT
IFI
CATEOF AUTHORIZATION PROFESSIONAL
REGISTERED
ARKANSAS
ENGINEER
No. 12965
A N
T H O N Y G . J A C U Z
Z I
S T A T E O F
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
STAIR FRAMING AND DETAILS
S-70107/15/2015
3/4" = 1'-0"1 FRAMING PLAN AT STAIR LANDING
1/2" = 1'-0"2 SECTION THRU STAIR FRAMING
1/2" = 1'-0"3 SECTION THRU STAIR
1" = 1'-0"4 STAIR FRAMING DETAIL
1/4" CAP PLATE AT
HSS COLUMN, TYP
D
0.70.5
S-702
3'
- 0
1/ 8"
6'
- 6
S-702
1' - 3 1/2" 5' - 8" 3' - 11"
FIELD VERIFY
3' - 0"
2" CLR
FACE OF EXISTING WALL
S-702
1 1/2" GRATING (19W4) AT LANDING
REMOVABLE HANDRAIL AROUND
LANDING - COORDINATE
HANDRAIL w/ARCH
9"
VERIFY LOCATION w/ARCH
AND NEW DOOR LOCATION
IN EXISTING WALL
C1 0X
.3
C1 0X
.3
W12X26
S-702
W 8X
W12X26
C1 0X
.3
1' - 5 1/2" 1' - 6 1/2"
3' - 0"
FINISHED FLOOR
0' - 0"
D
2' - 0" 2' - 0" 2' - 0" 2' - 0"
19 EQ TREADS
17' - 5"
E
Q
RI
SE
RS
2"
3' - 0 1/8" 6' - 6"
4"
S-702
1/2" CAP PLATE w/4 -
3/4"Ø H.S. BOLTS
1'
- 6
1'
- 6
W48: 4' - 0" W48: 4' - 0"
#5 AT 9" O.C. EA WAY TOP & BOT
1'
- 6
1'
- 6
S-302
6' - 6"
COORDINATE HANDRAIL w/ARCH
REMOVABLE HANDRAIL AROUND
LANDING - COORDINATE
HANDRAIL w/ARCH
3/16
TYP AT
STRINGER
NOTE:
ALL STEEL COMPONENTS INCLUDED HARDWARE
AND FASTENERS TO BE HOT DIP GALVANIZED
C10X15.3
BRACE, SEE 6/S-702
BASE PLATE & ANCHOR
RODS, SEE 8/S-301
CONCRETE PAVING, SEE CIVIL
24"Ø CONCRETE COVER
AROUND COLUMN
COAL TAR EPOXY ALL AROUND
AT COLUMN , BASE PLATE AND
ANCHOR RODS BELOW TOP OF
PAVEMENT, TYP
HS
S4
X4 X1
/4
HS
S4
X4 X1
/4
D
HSS8X3X1/4 (LSH)
HS
S8
X3 X1
/4
HS
S8
X3 X1
/4
WT4x9 w/4 - 3/4"Ø H.S.
BOLTS AT POSTS AT
LANDING
REMOVABLE HANDRAIL AROUND
LANDING - COORDINATE
HANDRAIL w/ARCH
6' - 6" 3' - 0 1/8"
EXISTING RIGID FRAME
1/2" CAP PLATE w/4 -
3/4"Ø H.S. BOLTS
1/2" BASE PLATE w/4 -
3/4"Ø H.S. BOLTS
3/8" FULL DEPTH STIFFENER
EA SIDE OF WEB CENTERED
UNDER COLUMN
3/16 3/16
TYP
5/16" BENT PLATE EA SIDE OF
HSS COLUMN w/1 - 3/4"Ø THRU
BOLT IN 1 1/2" VERTICAL SLOT
3-SIDES, TYP
3/16
TYP
PL3/8"x6"x0'-8" w/2 -
3/4"Ø THRU BOLTS
BRACE, SEE 6/S-702
W8X18
1/4"x4" KICKPLATE AROUND LANDING0 60°
C10X15.3
1 1/2" GRATING (19W4) AT LANDING
4"11"
GRATING TREAD, TYP
C10X15.3 L6x4x5/16 w/2 - 3/4"Ø H.S.
BOLTS, TYP
C10X15.3
1 1/2" GRATING (19W4) AT LANDING
FINISHED FLOOR
0' - 0"
10.70.5
S-702
S-702
1'
- 6
1'
- 6
W48: 4' - 0"
2' - 0" 2' - 0" 2' - 0" 2' - 0"
W48: 4' - 0"
1'
- 6
1'
- 6
HS
S4
X4 X1
/4
HS
S4
X4 X1
/4
W12X26
5' - 8"1' - 3 1/2"
9"
3'
- 0
HSS4X4X1/4
HSS8X3X1/4
5' - 8" 3' - 11"
2"3' - 0"
HSS4X4X1/4
1/2" PLATE w/4 - 3/4"Ø
H.S. BOLTS, TYP
3/16
TYP
1/4 1/4
TYP
TYP
1' - 3 1/2"
CROMWELL
ARCHITECTS/
ENGINEERS
#5ARKANS A S-ENGINEER
CE
RT
IFI
CATEOF AUTHORIZATION PROFESSIONAL
REGISTERED
ARKANSAS
ENGINEER
No. 12965
A N
T H O N Y G . J A C U Z
Z I
S T A T E O F
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
STAIR FRAMING AND DETAILS
S-70207/15/2015
3/4" = 1'-0"1 FRAMING PLAN AT STAIR LANDING
1/2" = 1'-0"2 SECTION THRU STAIR
1/2" = 1'-0"3 DOOR FRAME AT STAIR LANDING AT EXISTING WALL
1" = 1'-0"4 STAIR FRAMING DETAIL
1" = 1'-0"5 STAIR FRAMING DETAIL
1/2" = 1'-0"6 SECTION THRU STAIR LANDING
A
B
C
D
E
F
1 1.4 2 2.5 3 3.5 4 4.5 5 5.5 6
EXTENTS OF PHASE I
CONSTRUCTION
F.2
E.9
F.3
F.4
F.6
W1
PHASE I PHASE II
PHASE I PHASE II
EXTENTS OF PHASE I
CONSTRUCTION
D.3
4A
3A
GENERAL DEMOLITION REQUIREMENTS:
REFER TO ARCH DEMO SHEETS (AD101 & AD102)
1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT
ACCORDANCE WITH OSHA REGULATIONS.
2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK
INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS,
CEILINGS, ROOFING, DOORS, FIXTURES, PLUMBING, MECHANICAL AND ELECTRICAL
ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS
REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. THE
CONTRACTOR SHALL REPLACE ANY/ALL FLOOR, WALL, OR CEILING FINISHES DAMAGED
AS A RESULT OF DEMOLITION. MATCH EXISTING ADJACENT FINISHES.
3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH
FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING UNLESS NOTED OTHERWISE
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING,
BRACING AND SUPPORT SYSTEMS FOR EXISTING STRUCTURE AND TO KEEP THE
EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION DURING DEMOLITION AND
NEW CONSTRUCTION. THE CONTRACTOR SHALL RETAIN A REGISTERED
PROFESSIONAL ENGINEER TO DESIGN THE SHORING OR BRACING AND SPECIFY
DEMOLITION PROCEDURES. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR MEANS
AND METHODS OF DEMOLITION AND NEW CONSTRUCTION.
5. DURING DEMOLITION AND RECONSTRUCTION, THE CONTRACTOR SHALL
COORDINATE WITH THE OWNER ANY REQUIRED SAFETY BARRIERS OR BARRICADES.
PROVIDE BARRICADES SO AS TO PRECLUDE INTRUSION OF PUBLIC INTO
CONSTRUCTION AREAS.
6. REFER TO THE OWNER APPROVED CONSTRUCTION PHASING SCHEDULE FOR
PHASING OF DEMOLITION AND NEW CONSTRUCTION. COORDINATE DEMOLITION
WITH NEW CONSTRUCTION IN ORDER THAT THE FACILITY WILL HAVE
UNINTERRUPTED WATER, SEWER, ELECTRICAL, GAS AND FIRE PROTECTION SERVICE.
THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL NECESSARY TEMPORARY
UTILITY PROVISIONS REQUIRED.
7. ALL DEMOLITION MATERIALS NOT SALVAGED BY THE OWNER SHALL BE REMOVED BY
THE CONTRACTOR. COORDINATE WITH THE OWNER REGARDING MATERIALS TO BE
SALVAGED BY THE OWNER. REFER ALSO TO SPECIFICATIONS FOR SALVAGED ITEMS.
8. CONSTRUCT DUST PARTITION PRIOR TO BEGINNING DEMOLITION. DO NOT USE
TEMPORARY DUST PARTITION AS SHORING AND/OR BRACING OF EXISTING BUILDING
COMPONENTS.
9. TEMPORARY DUST PARTITIONS ARE AS FOLLOWS. COORDINATE TYPES FOR EACH
LOCATION WITH THE OWNER. BRACE DUST PARTITIONS SO AS TO PRECLUDE
LATERAL MOVEMENT OF PARTITION.
TYPE "A"
CONSTRUCTED OF 2x4'S AT 24" OC BELOW CEILING AND 48" OC FROM CEILING TO ROOF DECK, PROVIDE 4'-0"x8'-0" HORIZONTAL SHEETS OF 1/2" CD PLYWOOD
SHEATHING FROM FLOOR TO ROOF DECK WITH 6 MIL. POLY SHEETING.
TYPE "B"
CONSTRUCTED SAME AS TYPE "A", EXCEPT 6 MIL. CLEAR POLY SHEETING. FROM
CEILING TO ROOF DECK IN LIEU OF WOOD STUDS AND PLYWOOD. OVERLAP SHEETING
AT JOINTS A MINIMUM OF 1'-0" AND CONTINUOUSLY TAPE JOINTS. ATTACH SHEETING
FROM CEILING TO ROOF DECK FOR DUSTPROOF CONDITION.
TYPE "C"
CONSTRUCTED OF 2x4'S AT 24" OC FROM FLOOR TO ABOVE DEMOLITION AREA THEN FRAME 2x4'S AT ANGLE BACK TO EXISTING WALL. PROVIDE 1/2" CD EXTERIOR
PLYWOOD SHEATHING.
TYPE "D"
CONSTRUCTED SAME AS TYPE "A" EXCEPT ADD THERMAL BATT R-11 (BLANKET)
INSULATION AT STUD SPACE.
DUST DRAPES
6 MIL. CLEAR POLY SHEETING. OVERLAP SHEETING AT JOINTS A MINIMUM 1'-0" AND
CONTINUOUSLY TAPE JOINTS. ATTACH SHEETING FROM CEILING TO FINISH FLOOR
FOR DUSTPROOF CONDITION. IF ATTACHMENT TO CEILING IS IMPOSSIBLE, LIGHT
FRAMING SHALL BE INSTALLED WITH SHEETING ATTACHED ALL AROUND TO PROHIBIT
DUST PENETRATION.
10. CONSTRUCT A MAXIMUM OF 40'-0" OF "TEMPORARY DUST WALL" IN 8 HOUR
PERIOD.
11. ALL DUST PARTITIONS SHALL HAVE SINGLE ACTING DOORS WITH CLOSURES
CLOSING AGAINST GASKETED STOPS ON FRAMES TO REDUCE PASSAGE OF AIR, DUST
AND MOISTURE. PROVIDE MATS AT DOORS TO REDUCE TRACKING OF DUST. REPLACE
OR CLEAN DAILY.
12. SEAL PERIMETER OF DUST PARTITIONS AND DOORS TO PREVENT PASSAGE OF
DUST. TAPE FASTEN DEPRESSIONS, JOINTS BETWEEN PANELS AND JOINTS BETWEEN
PANELS AND FLOORS, CEILING AND COLUMNS WITH 2 IN. WIDE PRESSURE SENSITIVE
TAPE.
13. REMOVE EXISTING FLOORING SYSTEM AT EXISTING BUILDING FLOOR AREAS AND
REPAIR CONCRETE SUBSTRATE FOR NEW FLOORING SYSTEM.
14. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND
ELECTRICAL DRAWINGS FOR NECESSARY FLOOR SLAB DEMOLITION FOR THE
INSTALLATION OF NEW FOUNDATIONS, PIPING OR CONDUITS.
15. THE CONTRACTOR SHALL USE A WET SAW FOR SLAB SAWING. NO JACK HAMMERS
WILL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE OWNER.
PREPARE CONCRETE SUBSTRATE, CEMENT GROUT INFILL DEPRESSED AREAS. FLUSH
AND LEVEL FOR NEW FLOOR FINISH FOR SMOOTH TRANSITION TO ADJACENT FLOOR
AREAS.
16. WHEN DEMOLISHING AN EXISTING CMU/CLAY TILE WALL FOR A NEW OPENING,
REMOVE EXISTING CMU/CLAY TILE 8" BELOW FINISH FLOOR AND A MINIMUM OF 1'-4"
WIDER THAN EACH JAMB FOR THE INSTALLATION OF NEW LINTEL AND TOOTH-IN NEW
CMU/CLAY TILE AT EACH JAMB.
17. PROTECT ALL WATER PIPING AT AREAS OF DEMOLITION, EXPANSION AND
REMODEL, WHERE EXISTING PIPING IS SUBJECT TO FREEZING. PROTECT PIPING SO
AS NOT TO FREEZE.
DEMO LEGEND
EXISTING BUILDING ELEMENTS TO BE REMOVED,
REF. KEYED NOTES
EXISTING SLAB TO BE REMOVED
PHASE BOUNDARY
REMOVE ALL NON LOAD BEARING WALLS, CEILINGS, FINISHES, DOORS, FRAMES,
SHOWN AS DASHED. REMOVE ALL HARDWARE, HANGERS MECHANICAL AND
ELECTRICAL DEVICES FROM EXISTING STRUCTURE, REMOVE ALL EXISTING
ABANDONED EQUIPMENT. PREP EXISTING ROOF DECK, COVER BOARD, STRUCTURE,
FLOORS AND SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES AS REQUIRED BY
THE SPECIFICATIONS AND AS REQUIRED TO INSTALL NEW CONSTRUCTION.
REFERENCE GENERAL DEMOLITION REQUIREMENTS FOR ADDITIONAL INFORMATION.
DEMOLITION KEYNOTES
PORTIONS OF EXISTING SHEAR WALL TO REMAIN. VERIFY THE EXTENT OF
REQUIRED DEMOLITION WITH ARCHITECTURE FLOOR PLAN SHEETS AND
STRUCUTRAL
REMOVE PORTION OF EXISTING SLAB AS REQUIRED FOR NEW UTILITIES
COORDINATE WITH MECHANICAL, ELECTRICAL AND PLUMBING FOR EXTENT OF
NEW UTILITIES COORDINATE WITH STRUCTURE FOR INFILL A PORTIONS OF
REMOVED SLAB.
4 REMOVE EXISTING METAL STAIR AND ALL ASSOCIATED FRAMING ENTIRELY.
5 REMOVE EXISTING SIDEWALK, REFERENCE CIVIL SITE DEMOLITION PLAN
6 COMPLETELY REMOVE EXISTING MECHANICAL APPENDAGE REMOVE ALL
MECHANICAL, ELECTRICAL, PLUMBING , WALLS, DOORS, FRAMES,
HARDWARE, SLABS, FOUNDATION AND STRUCTURE AS REQUIRED FOR
NEW CONSTRUCTION . REFER TO GENERAL DEMOLITION REQUIREMENTS
AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CROMWELL
ARCHITECTS/
ENGINEERS
#5A
R
KANSAS -ENG
IN
EE
R
C E R T
IF
IC
AT
EOF
AUTHORIZ
A T
IO
N R
E G
IS
T E
RED A R CH IT E C
T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
DEMOLITION PLAN - PHASE I
AD10107/15/15
1/8" = 1'-0"
1 DEMO PLAN - PHASE I
SCALE : 1/8" = 1'-0"
0 4 8 16
TR
UE
N
OR
TH
PL
AN
N O
RT
H
7 8 9 10
B
C
E
F
D
A
B
C
D
E
F
6 6.5 7 7.5 8 8.6 9 9.3
1A
EXTENTS OF PHASE II
CONSTRUCTION
EXTENTS OF PHASE II
CONSTRUCTION
F.2
E.9
F.3
F.4
F.6
W1
EXTENTS OF PHASE II
CONSTRUCTION
PHASE IIPHASE I
PHASE IIPHASE I
D.3
4A
3A
GENERAL DEMOLITION REQUIREMENTS:
REFER TO ARCH DEMO SHEETS (AD101 & AD102)
1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT
ACCORDANCE WITH OSHA REGULATIONS.
2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK
INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS,
CEILINGS, ROOFING, DOORS, FIXTURES, PLUMBING, MECHANICAL AND ELECTRICAL
ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS
REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. THE
CONTRACTOR SHALL REPLACE ANY/ALL FLOOR, WALL, OR CEILING FINISHES DAMAGED
AS A RESULT OF DEMOLITION. MATCH EXISTING ADJACENT FINISHES.
3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH
FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING UNLESS NOTED OTHERWISE
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING,
BRACING AND SUPPORT SYSTEMS FOR EXISTING STRUCTURE AND TO KEEP THE
EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION DURING DEMOLITION AND
NEW CONSTRUCTION. THE CONTRACTOR SHALL RETAIN A REGISTERED
PROFESSIONAL ENGINEER TO DESIGN THE SHORING OR BRACING AND SPECIFY
DEMOLITION PROCEDURES. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR MEANS
AND METHODS OF DEMOLITION AND NEW CONSTRUCTION.
5. DURING DEMOLITION AND RECONSTRUCTION, THE CONTRACTOR SHALL
COORDINATE WITH THE OWNER ANY REQUIRED SAFETY BARRIERS OR BARRICADES.
PROVIDE BARRICADES SO AS TO PRECLUDE INTRUSION OF PUBLIC INTO
CONSTRUCTION AREAS.
6. REFER TO THE OWNER APPROVED CONSTRUCTION PHASING SCHEDULE FOR
PHASING OF DEMOLITION AND NEW CONSTRUCTION. COORDINATE DEMOLITION
WITH NEW CONSTRUCTION IN ORDER THAT THE FACILITY WILL HAVE
UNINTERRUPTED WATER, SEWER, ELECTRICAL, GAS AND FIRE PROTECTION SERVICE.
THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL NECESSARY TEMPORARY
UTILITY PROVISIONS REQUIRED.
7. ALL DEMOLITION MATERIALS NOT SALVAGED BY THE OWNER SHALL BE REMOVED BY
THE CONTRACTOR. COORDINATE WITH THE OWNER REGARDING MATERIALS TO BE
SALVAGED BY THE OWNER. REFER ALSO TO SPECIFICATIONS FOR SALVAGED ITEMS.
8. CONSTRUCT DUST PARTITION PRIOR TO BEGINNING DEMOLITION. DO NOT USE
TEMPORARY DUST PARTITION AS SHORING AND/OR BRACING OF EXISTING BUILDING
COMPONENTS.
9. TEMPORARY DUST PARTITIONS ARE AS FOLLOWS. COORDINATE TYPES FOR EACH
LOCATION WITH THE OWNER. BRACE DUST PARTITIONS SO AS TO PRECLUDE
LATERAL MOVEMENT OF PARTITION.
TYPE "A"
CONSTRUCTED OF 2x4'S AT 24" OC BELOW CEILING AND 48" OC FROM CEILING TO ROOF DECK, PROVIDE 4'-0"x8'-0" HORIZONTAL SHEETS OF 1/2" CD PLYWOOD
SHEATHING FROM FLOOR TO ROOF DECK WITH 6 MIL. POLY SHEETING.
TYPE "B"
CONSTRUCTED SAME AS TYPE "A", EXCEPT 6 MIL. CLEAR POLY SHEETING. FROM
CEILING TO ROOF DECK IN LIEU OF WOOD STUDS AND PLYWOOD. OVERLAP SHEETING
AT JOINTS A MINIMUM OF 1'-0" AND CONTINUOUSLY TAPE JOINTS. ATTACH SHEETING
FROM CEILING TO ROOF DECK FOR DUSTPROOF CONDITION.
TYPE "C"
CONSTRUCTED OF 2x4'S AT 24" OC FROM FLOOR TO ABOVE DEMOLITION AREA THEN FRAME 2x4'S AT ANGLE BACK TO EXISTING WALL. PROVIDE 1/2" CD EXTERIOR
PLYWOOD SHEATHING.
TYPE "D"
CONSTRUCTED SAME AS TYPE "A" EXCEPT ADD THERMAL BATT R-11 (BLANKET)
INSULATION AT STUD SPACE.
DUST DRAPES
6 MIL. CLEAR POLY SHEETING. OVERLAP SHEETING AT JOINTS A MINIMUM 1'-0" AND
CONTINUOUSLY TAPE JOINTS. ATTACH SHEETING FROM CEILING TO FINISH FLOOR
FOR DUSTPROOF CONDITION. IF ATTACHMENT TO CEILING IS IMPOSSIBLE, LIGHT
FRAMING SHALL BE INSTALLED WITH SHEETING ATTACHED ALL AROUND TO PROHIBIT
DUST PENETRATION.
10. CONSTRUCT A MAXIMUM OF 40'-0" OF "TEMPORARY DUST WALL" IN 8 HOUR
PERIOD.
11. ALL DUST PARTITIONS SHALL HAVE SINGLE ACTING DOORS WITH CLOSURES
CLOSING AGAINST GASKETED STOPS ON FRAMES TO REDUCE PASSAGE OF AIR, DUST
AND MOISTURE. PROVIDE MATS AT DOORS TO REDUCE TRACKING OF DUST. REPLACE
OR CLEAN DAILY.
12. SEAL PERIMETER OF DUST PARTITIONS AND DOORS TO PREVENT PASSAGE OF
DUST. TAPE FASTEN DEPRESSIONS, JOINTS BETWEEN PANELS AND JOINTS BETWEEN
PANELS AND FLOORS, CEILING AND COLUMNS WITH 2 IN. WIDE PRESSURE SENSITIVE
TAPE.
13. REMOVE EXISTING FLOORING SYSTEM AT EXISTING BUILDING FLOOR AREAS AND
REPAIR CONCRETE SUBSTRATE FOR NEW FLOORING SYSTEM.
14. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND
ELECTRICAL DRAWINGS FOR NECESSARY FLOOR SLAB DEMOLITION FOR THE
INSTALLATION OF NEW FOUNDATIONS, PIPING OR CONDUITS.
15. THE CONTRACTOR SHALL USE A WET SAW FOR SLAB SAWING. NO JACK HAMMERS
WILL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE OWNER.
PREPARE CONCRETE SUBSTRATE, CEMENT GROUT INFILL DEPRESSED AREAS. FLUSH
AND LEVEL FOR NEW FLOOR FINISH FOR SMOOTH TRANSITION TO ADJACENT FLOOR
AREAS.
16. WHEN DEMOLISHING AN EXISTING CMU/CLAY TILE WALL FOR A NEW OPENING,
REMOVE EXISTING CMU/CLAY TILE 8" BELOW FINISH FLOOR AND A MINIMUM OF 1'-4"
WIDER THAN EACH JAMB FOR THE INSTALLATION OF NEW LINTEL AND TOOTH-IN NEW
CMU/CLAY TILE AT EACH JAMB.
17. PROTECT ALL WATER PIPING AT AREAS OF DEMOLITION, EXPANSION AND
REMODEL, WHERE EXISTING PIPING IS SUBJECT TO FREEZING. PROTECT PIPING SO
AS NOT TO FREEZE.
DEMO LEGEND
EXISTING BUILDING ELEMENTS TO BE REMOVED,
REF. KEYED NOTES
EXISTING SLAB TO BE REMOVED
PHASE BOUNDARY
REMOVE ALL NON LOAD BEARING WALLS, CEILINGS, FINISHES, DOORS, FRAMES,
SHOWN AS DASHED. REMOVE ALL HARDWARE, HANGERS MECHANICAL AND
ELECTRICAL DEVICES FROM EXISTING STRUCTURE, REMOVE ALL EXISTING
ABANDONED EQUIPMENT. PREP EXISTING ROOF DECK, COVER BOARD, STRUCTURE,
FLOORS AND SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES AS REQUIRED BY
THE SPECIFICATIONS AND AS REQUIRED TO INSTALL NEW CONSTRUCTION.
REFERENCE GENERAL DEMOLITION REQUIREMENTS FOR ADDITIONAL INFORMATION.
DEMOLITION KEYNOTES
PORTIONS OF EXISTING SHEAR WALL TO REMAIN. VERIFY THE EXTENT OF
REQUIRED DEMOLITION WITH ARCHITECTURE FLOOR PLAN SHEETS AND
STRUCUTRAL
REMOVE PORTION OF EXISTING SLAB AS REQUIRED FOR NEW UTILITIES
COORDINATE WITH MECHANICAL, ELECTRICAL AND PLUMBING FOR EXTENT OF
NEW UTILITIES COORDINATE WITH STRUCTURE FOR INFILL A PORTIONS OF
REMOVED SLAB.
4 REMOVE EXISTING METAL STAIR AND ALL ASSOCIATED FRAMING ENTIRELY.
5 REMOVE EXISTING SIDEWALK, REFERENCE CIVIL SITE DEMOLITION PLAN
6 COMPLETELY REMOVE EXISTING MECHANICAL APPENDAGE REMOVE ALL
MECHANICAL, ELECTRICAL, PLUMBING , WALLS, DOORS, FRAMES,
HARDWARE, SLABS, FOUNDATION AND STRUCTURE AS REQUIRED FOR
NEW CONSTRUCTION . REFER TO GENERAL DEMOLITION REQUIREMENTS
AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CROMWELL
ARCHITECTS/
ENGINEERS
#5A
R
KANSAS -ENGIN
EE
R
C E
R T
IF
IC
ATEOFAUTHORIZ
A
T
IO
N R E
G
IS
T E RE D A R CH IT E C
T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
DEMOLITION PLAN - PHASE II
AD10207/15/15
1/8" = 1'-0"
1 DEMO PLAN - PHASE II
TR
UE
N
OR
TH
PL
AN
N O
RT
H
SCALE : 1/8" = 1'-0"
0 4 8 16
A A
B B
C C
D D
E E
F F
.7
.7
1.4
1.4
2.5
2.5
3.5
3.5
4.5
4.5
5.5
5.5
1A1A
F.2 F.2
E.9 E.9
EXISTING STAIR CONSTRUCTION TO BE
REMOVED IN PHASE 1. SEE DRAWING AD101 REMOVE EXISTING METAL SOFFIT PANELSREMOVE EXISTING METAL WALL PANELS
EXISTING SOFFIT PANELS TO REMAIN.
PROTECT FROM DAMAGE
EXISTING METAL WALL PANELS TO
REMAIN. PROTECT FROM DAMAGE.
PREPARE SURFACE TO RECEIVE NEW
COATING.
REMOVE EXISTING METAL SOFFIT PANELS
REMOVE EXISTING METAL WALL PANELS AS REQUIRED FOR NEW CONSTRUCTION
REMOVE EXISTING MECHANICAL EQUIPMENT AS INDICATED ON MECHANICAL DRAWINGS.
REMOVE EXISTING EQUIPMENT SUPPORTS & CURBS.
EXISTING ROOF CONSISTS OF SPRAYED URETHANE INSULATION WITH AN
ELASTOMERIC TOP COAT OVER BUILT UP ROOFING OVER POURED GYPSUM
DECKING O/ STEEL BAR JOISTS. REMOVE EXISTING ROOFING DOWN TO THE
POURED GYPSUM DECK. PATCH PENETRATIONS NOT TO BE RE-USED PER
STRUCTURAL DETAILS.
REMOVE EXISTING ROOF DRAINS & SUMP.
EXISTING DRAIN PIPE SHALL REMAIN. CLEAN
& PREPARE FOR RE-USE PER ROOF PLAN
NOTES SHEET A-106.
3' - 11" 203' - 11"
1'
3'
D.3 D.3
PORTION OF EXISTING ROOFING SYSTEM TO REMAIN
CROMWELL
ARCHITECTS/
ENGINEERS
#5A
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KANSAS -ENG
IN
EE
R
C E R T
IF
IC
AT
EOF
AUTHORIZ
A T
IO
N R
E G
IS
T E
RED A R CH IT E C
T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
MECH PLATFORM DEMO PLAN PHASE 1
AD10307/15/15
1/8" = 1'-0"
1 MECH PLATFORM DEMOLITION PLAN PHASE 1
GENERAL SITE VERIFICATION REQUIREMENTS:
A. EXISTING CONDITIONS SHOWN IN THESE PLANS ARE BASED ON LIMITED FIELD OBSERVATIONS BY THE ARCHITECT AND ORIGINAL DESIGN DRAWINGS. ALL EXISTING MATERIAL, DIMENSIONS, ELEVATIONS, AND GENERAL CONDITIONS OF THE BUILDING SHALL BE VERIFIED BEFORE PURCHASE OF MATERIAL AND CONSTRUCTION. NOTIFY THE (OWNER/GOVERNMENT) (CONSTRUCTION MANAGER/CONTRACTING OFFICER) OF ANY DISCREPANCIES BETWEEN PLANS AND
FIELD CONDITIONS IMMEDIATELY.
B. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE (OWNER/GOVERNMENT) CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION.
GENERAL DEMOLITION REQUIREMENTS:
1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS.
2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, CEILINGS, ROOFING, DOORS, FIXTURES, PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. THE CONTRACTOR SHALL REPLACE ANY/ALL FLOOR, WALL, OR CEILING FINISHES DAMAGED AS A RESULT OF
DEMOLITION. MATCH EXISTING ADJACENT FINISHES.
3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS FOR EXISTING STRUCTURE AND TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION DURING DEMOLITION AND NEW CONSTRUCTION. THE CONTRACTOR SHALL RETAIN A REGISTERED PROFESSIONAL ENGINEER TO DESIGN THE SHORING OR BRACING AND SPECIFY DEMOLITION PROCEDURES. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR MEANS AND METHODS OF DEMOLITION AND NEW
CONSTRUCTION.
5. DURING DEMOLITION AND RECONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE (OWNER/GOVERNMENT) (CONSTRUCTION MANAGER/CONTRACTING OFFICER) ANY REQUIRED SAFETY BARRIERS OR BARRICADES. PROVIDE BARRICADES SO AS TO PRECLUDE INTRUSION OF PUBLIC INTO CONSTRUCTION AREAS.
6. REFER TO THE (OWNER/GOVERNMENT) APPROVED CONSTRUCTION PHASING SCHEDULE FOR PHASING OF DEMOLITION AND NEW CONSTRUCTION. COORDINATE DEMOLITION WITH NEW CONSTRUCTION IN ORDER THAT THE FACILITY WILL HAVE UNINTERRUPTED WATER, SEWER, ELECTRICAL, GAS AND FIRE PROTECTION SERVICE. THE CONTRACTOR IS
RESPONSIBLE FOR MAKING ALL NECESSARY TEMPORARY UTILITY PROVISIONS REQUIRED.
7. ALL DEMOLITION MATERIALS NOT SALVAGED BY THE (OWNER/GOVERNMENT) SHALL BE REMOVED BY THE CONTRACTOR. COORDINATE WITH THE (OWNER/GOVERNMENT) (CONSTRUCTION MANAGER/CONTRACTING OFFICER) REGARDING MATERIALS TO BE SALVAGED BY THE (OWNER/GOVERNMENT). REFER ALSO TO SPECIFICATIONS FOR SALVAGED
ITEMS.
8. THE CONTRACTOR SHALL USE A WET SAW FOR SLAB SAWING. NO JACK HAMMERS WILL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE (OWNER/GOVERNMENT)
(CONSTRUCTION MANAGER/CONTRACTING OFFICER).
9. PROTECT ALL WATER PIPING AT AREAS OF DEMOLITION, EXPANSION AND REMODEL, WHERE EXISTING PIPING IS SUBJECT TO FREEZING. PROTECT PIPING SO AS NOT TO
FREEZE.
SCALE : 1/8" = 1'-0"
0 4 8 16
TR
UE
N
OR
TH
PL
AN
N O
B
C
D
E
F
6.5
6.5
7.5
7.5
8.6
8.6
9.3
9.3 10.1
1A
F.2
E.9
REMOVE EXISTING METAL WALL PANELS
AS REQUIRED FOR NEW CONSTRUCTION
EXISTING ROOF CONSISTS OF SPRAYED URETHANE INSULATION WITH AN
ELASTOMERIC TOP COAT OVER BUILT UP ROOFING OVER POURED GYPSUM
DECKING O/ STEEL BAR JOISTS. REMOVE EXISTING ROOFING DOWN TO THE
POURED GYPSUM DECK. PATCH PENETRATIONS NOT TO BE RE-USED PER
STRUCTURAL DETAILS.
REMOVE EXISTING METAL SOFFIT PANELS
REMOVE EXISTING MECHANICAL EQUIPMENT AS INDICATED ON MECHANICAL DRAWINGS.
REMOVE EXISTING EQUIPMENT SUPPORTS & CURBS.
REMOVE EXISTING ROOF DRAIN & SUMP TYP.
EXISTING DRAIN PIPE SHALL REMAIN. CLEAN
& PREPARE FOR RE-USE PER ROOF PLAN
NOTES SHEET A-106.
REMOVE PORTION OF THE
BUILDING IN ITS ENTIRETY.
SEE DRAWING AD102 FOR
DEMOLITION NOTES.
EXISTING STAIR TO BE REMOVED
IN PHASE 2. REFER TO NOTES
ON DRAWING AD102
122' - 3" 4' - 11" 26' - 3"
1'
3'
/8
D.3
CROMWELL
ARCHITECTS/
ENGINEERS
#5A
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KANSAS -ENG
IN
EE
R
C E R T
IF
IC
AT
EOF
AUTHORIZ
A T
IO
N R
E G
IS
T E
RED A R CH IT E C
T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
MECH PLATFORM DEMO PLAN PHASE 2
AD10407/15/15
1/8" = 1'-0"
1 MECH PLATFORM DEMOLITION PLAN PHASE 2
SCALE : 1/8" = 1'-0"
0 4 8 16
TR
UE
N
OR
TH
PL
AN
N O
RT
H
GENERAL SITE VERIFICATION REQUIREMENTS:
A. EXISTING CONDITIONS SHOWN IN THESE PLANS ARE BASED ON LIMITED FIELD OBSERVATIONS BY THE ARCHITECT AND ORIGINAL DESIGN DRAWINGS. ALL EXISTING MATERIAL, DIMENSIONS, ELEVATIONS, AND GENERAL CONDITIONS OF THE BUILDING SHALL BE VERIFIED BEFORE PURCHASE OF MATERIAL AND CONSTRUCTION. NOTIFY THE (OWNER/GOVERNMENT) (CONSTRUCTION MANAGER/CONTRACTING OFFICER) OF ANY DISCREPANCIES BETWEEN PLANS AND
FIELD CONDITIONS IMMEDIATELY.
B. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE (OWNER/GOVERNMENT) CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION.
GENERAL DEMOLITION REQUIREMENTS:
1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS.
2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, CEILINGS, ROOFING, DOORS, FIXTURES, PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. THE CONTRACTOR SHALL REPLACE ANY/ALL FLOOR, WALL, OR CEILING FINISHES DAMAGED AS A RESULT OF DEMOLITION. MATCH EXISTING
ADJACENT FINISHES.
3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS FOR EXISTING STRUCTURE AND TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION DURING DEMOLITION AND NEW CONSTRUCTION. THE CONTRACTOR SHALL RETAIN A REGISTERED PROFESSIONAL ENGINEER TO DESIGN THE SHORING OR BRACING AND SPECIFY DEMOLITION PROCEDURES. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR MEANS AND METHODS OF DEMOLITION AND NEW CONSTRUCTION.
5. DURING DEMOLITION AND RECONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE (OWNER/GOVERNMENT) (CONSTRUCTION MANAGER/CONTRACTING OFFICER) ANY REQUIRED SAFETY BARRIERS OR BARRICADES. PROVIDE BARRICADES SO AS TO PRECLUDE INTRUSION OF PUBLIC INTO CONSTRUCTION AREAS.
6. REFER TO THE (OWNER/GOVERNMENT) APPROVED CONSTRUCTION PHASING SCHEDULE FOR PHASING OF DEMOLITION AND NEW CONSTRUCTION. COORDINATE DEMOLITION WITH NEW CONSTRUCTION IN ORDER THAT THE FACILITY WILL HAVE UNINTERRUPTED WATER, SEWER, ELECTRICAL, GAS AND FIRE PROTECTION SERVICE. THE CONTRACTOR IS
RESPONSIBLE FOR MAKING ALL NECESSARY TEMPORARY UTILITY PROVISIONS REQUIRED.
7. ALL DEMOLITION MATERIALS NOT SALVAGED BY THE (OWNER/GOVERNMENT) SHALL BE REMOVED BY THE CONTRACTOR. COORDINATE WITH THE (OWNER/GOVERNMENT) (CONSTRUCTION MANAGER/CONTRACTING OFFICER) REGARDING MATERIALS TO BE SALVAGED BY THE (OWNER/GOVERNMENT). REFER ALSO TO SPECIFICATIONS FOR SALVAGED
ITEMS.
8. THE CONTRACTOR SHALL USE A WET SAW FOR SLAB SAWING. NO JACK HAMMERS WILL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE (OWNER/GOVERNMENT)
(CONSTRUCTION MANAGER/CONTRACTING OFFICER).
9. PROTECT ALL WATER PIPING AT AREAS OF DEMOLITION, EXPANSION AND REMODEL, WHERE EXISTING PIPING IS SUBJECT TO FREEZING. PROTECT PIPING SO AS NOT TO FREEZE.
AS401
AS401
OVERHEAD PIPE, REF.
MECH. & PLUMBING
EXISTING PAVING, REF.
CIVIL
NEW PAVING, REF. CIVIL
AHU, REF.
MECH.
EXISTING PAVING,
REF. CIVIL
PRE-ENGINEERED METAL
CANOPY, TO MATCH EXIST.
PHASE I PHASE II
PHASE I PHASE II
NEW CANOPY /
PIPE RACK
BUILDING 14
BUILDING 6
BUILDING 4
BUILDING 10
BUILDING 54
A-101
GENERAL SITE VERIFICATION REQUIREMENTS:
1. REFER TO CIVIL DRAWINGS CD101 FOR ALL SITE DEMOLITION TO BE PERFORMED
2. EXISTING CONDITIONS SHOWN IN THESE PLANS ARE BASED ON LIMITED FIELD OBSERVATIONS BY THE ARCHITECT AND ORIGINAL DESIGN DRAWINGS. ALL EXISTING MATERIAL, DIMENSIONS, ELEVATIONS, AND GENERAL CONDITIONS OF THE BUILDING SHALL BE VERIFIED BEFORE PURCHASE OF MATERIAL AND CONSTRUCTION. NOTIFY THE A/E OF ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS
IMMEDIATELY.
3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE A/E OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION.
4. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS OR STAIRS ARE INSTALLED, VERIFY FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, ETC. TO ACCOMMODATE THE REQUIRED RAMP SLOPE OR RISER HEIGHTS. ALL RAMPS AND STAIRS SHALL MEET ADA AND LOCAL HANDICAP ACCESSIBILITY REQUIREMENTS. IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY THE A/E PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS.
5. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL NEW OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING THE FINISH FLOOR ELEVATION. THE CONTRACTOR SHALL VERIFY EXISTING FOUNDATION DEPTHS TO INSURE PROPER BLOCK COURSING. ANY DISCREPANCY SHALL BE REPORTED TO THE A/E PRIOR TO CONSTRUCTION.
CROMWELL
ARCHITECTS/
ENGINEERS
#5A
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EE
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IF
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ATEOF AUTHORIZ
A
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N R E
G
IS
T E R E D A R C H IT E C
T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
ARCHITECTURAL SITE PLAN
AS10107/15/15
1" = 30'-0"
1 ARCH. SITE PLAN
SCALE : 1" = 30'
0 15 30 60
TR
UE
N
OR
TH
PL
AN
N O
Y1
Y2
41 42 43 44X2
ALIGN
ALIGN
AS401
AS401
10' - 3" 2' - 0" 10' - 3" 2' - 0" 10' - 3" 2' - 0" 10' - 3" 2' - 0"
AS402
AS402
SLOPE SLOPE
REMOVE EXISTING STEEL
AND CMU COLUMN
REMOVE EXISTING STEEL
AND CMU COLUMNBLDG. 10
BLDG. 54
AS402
FINISHED FLOOR
0' - 0"
41424344 X2
AS402
AS402
ALIGN TOP
OF CMU
EXISTING SPLIT-FACE
CMU COLUMN
NEW SPLIT-FACE
CMU COLUMN
STANDING SEAM METAL ROOF
STEEL BEAMS AND COLUMNS,
PAINTED. SEE STRUCT.
BLDG. 10BLDG. 54
CANOPY ROOF PLAN
16' - 0"
.0
:1
9.00
4" X 4" PREFINISHED
METAL GUTTER, TO
MATCH CANOPY
FINISHED FLOOR
0' - 0"
41 42 43 44X2
AS402
AS402
BLDG. 54
CANOPY ROOF PLAN
16' - 0"
.0
:1
4" X 4" PRE-
FINISHED METAL
GUTTER, TO MATCH
CANOPY
AS402
Y1
Y2
41 42 43 44X2
AS402
AS402
.0
:1
.0
:1
9.00:12 9.00:12
9.00:12
9.00:12
4" X 4" PRE-FINISHED
METAL GUTTER, TO
MATCH CANOPY
12' - 0" 45' - 0" 21' - 0" 41' - 6" 11' - 0" 62' - 6" 11' - 0" 47' - 10 1/2"
PRE-ENGINEERED METAL
CANOPY TO MATCH EXISTING.
REF. SPECS.
ALL DIMENSIONS TO BE FIELD VERIFY TO
COORDINATE WITH EXISTING SIDEWALKBUILDING 14
EXISTING CANOPY
NEW CANOPY TO TIE
INTO EXISTING CANOPY
EXISTING SIDEWALK, FIELD
VERIFY LOCATION &
DIMENSIONS OF ALL
EXISTING CONSTRUCTION
CROMWELL
ARCHITECTS/
ENGINEERS
#5A R
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ANS A S -ENGIN
EE
R
C E
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IF
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ATEOF AUTHORIZ
A
T
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N R E
G
IS
T E R E D A R C H IT
E
C T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
ARCH. SITE PLAN LARGE SCALE PLANS AND
ELEVATIONS
AS40107/15/15
1/8" = 1'-0"
1 CANOPY 'A' PLAN BETWEEN BLDGS. 10 & 54 1/8" = 1'-0"
3 CANOPY 'A' NORTH ELEVATION
1/8" = 1'-0"
4 CANOPY 'A' SOUTH ELEVATION
1/8" = 1'-0"
20 CANOPY 'A' ROOF PLAN BETWEEN BLDGS. 10 & 54
1/16" = 1'-0"
2 ENLARGED PLAN AT PRE-ENGINEERED CANOPY
Y2
STANDING SEAM METAL ROOF
ICE AND WATER MEMBRANE
CONCEALED CLIP
MTL. ROOF DECK
EAVE TRIM TRIP EDGE
CLEAT
1-1/2" FURRING CHANNEL
METAL SOFFIT PANEL
LIGHT GUAGE METAL TRUSS
STEEL BEAM & COLUMN.
SEE STRUCT.
2' - 0"
1/4" STEEL PLATE
CMU COLUMN
1"
1"
1"
STANDING SEAM METAL ROOF
ICE & WATER MEMBRANE
CONCEALED CLIP
MTL. ROOF DECK
LIGHT GUAGE METAL TRUSS
MECHANICAL PIPING
SUPPORTED BY METAL
ROOF TRUSS
ZEE CLOSURE
RIDGE TRIP
FINISHED FLOOR
0' - 0"
Y1Y2
CANOPY ROOF PLAN
16' - 0"
FINISHED FLOOR
0' - 0"
Y1 Y2
AS402
AS402
CANOPY ROOF PLAN
16' - 0"
2.12:12
STEEL FRAMING,
PAINT ALL EXPOSED
SURFACES TO MATCH
EXISTING
BASE PLATES AND
FOUNDATIONS
ADJACENT GRADE
4"x8"x16" SPLIT FACE
CMU, COLOR TO MATCH
EXISTING
1/8" STEEL SLOPED
STEEL PLATE, PAINT TO
MATCH EXISTING
GROUT SOLID AT BASE
AND SLOPE, PROVIDE 2
WEEPS EACH SIDE
CROMWELL
ARCHITECTS/
ENGINEERS
#5A R
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IN
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R
C E R T
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EOF
AUTHORIZ
A T
IO
N R
E G
IS
T E
RED A R CH IT
E C T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
ARCH. CANOPY DETAILS
AS40207/15/15
1 1/2" = 1'-0"
1 CANOPY 'A' EAVE DETAIL
1 1/2" = 1'-0"
2 CANOPY 'A' RIDGE DETAIL
1/4" = 1'-0"
4 CANOPY 'A' SECTION LOOKING WEST
1/4" = 1'-0"
5 CANOPY 'A' SECTION LOOKING EAST
3/4" = 1'-0"
3 SECTION AT CANOPY COLUMNS
B B
C C
D D
E E
F F
.7 1 1.4 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.6 9 9.3 10.1
3' - 11" 18' - 7" 22' - 0" 20' - 9" 20' - 1" 20' - 5" 20' - 5" 20' - 5" 20' - 5" 20' - 5" 20' - 5" 20' - 5" 20' - 5" 20' - 5" 20' - 5" 22' - 0" 18' - 7" 4' - 11" 23' - 10"
2' - 5"
CORRIDOR
OMIPRINT MS LAB
MOLECULAR LAB 1
CELL LAB
1048B
AMES LAB
TC LAB
ACBPCR LAB
C O R R
ID
O R
TC LAB
PCR LAB
RAPID B-FLOW
CYTOMETRY
GENERAL STORAGE
MASS SPEC LAB
LOW CONCENTRATION
PREP LAB
HIGH CONCENTRATION
PREP LAB
C O R R
ID
O R
ULTRA COOL
CHEMISTRY LAB
HUMAN SAMPLE PREP
PENCE MASS SPEC LAB
CELL CULTURE LAB
SAMPLE PREP
PROTEOMICS MASS SPEC
LAB
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
LOBBY S.E.
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
SPRINKLER
OFFICE
OFFICE
VENDING
ENTRY
VENDING
ENTRY
A-201
A-201
A-201
A-201
LOBBY N.E.
CORRIDOR
362' - 4"
1070 1072 1074 1076 1078 1080 1082 10841071 1073 1075 1077 1079 1081 1083 1085 1086
1145 1144 1143 1142 1141 1140 1139 1138 1137 1136 1134 1133 1132 1131 1130 1129 1128
1088A 1088B 1100109910981097109610951094109310921091
1124 1123 1122 1121 1120 1119 1118 1117 1116 1115
1127A
1127B
1062A
1055B
1063B
1063A
1065A
1057B
1067A
1068A
1059B
1047B
1055A
1053 1057A
1051B
1059A
1054A
1051A
1048A
1047A
1026B
1027A
1024B
1024A 10361026A
1037B1035B
1037A
1044B1044A
1016A
1015B
1014B
1014A
1015A
1016B
1009B
1008B
1007B
1006B
1006A
1002A
1007A
1008A
1004A
1005A
1009A
1010A
1033 1034
1039 1041
1040 1042
1022 1023
1021 1025
1005B
1004B
1002B
1001A
1031A
1031B
1048C
1046B 1060B
1060A1046A 1052A
1052B1011B 1017B1001C
1001B 1011A 1017A
1048B
1065B
1068B
1067B
1027B
1062B
1069A
1114B
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
SPRINKLER
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CONFERENCE
ULTRA COOL
VESTIBULE
CORRIDOR
1001A
C O R R
ID
O R
B
OZONE FREE LAB
CELL CULTURE LAB
GENERAL PURPOSE LAB
CHEM LAB
INHALATION CHEM LAB
HPLC LAB 2
HPLC LAB 3
GC/ICP MASS SPEC LAB
TMP LAB
MASS SPEC
MOLECULAR LAB 1
MOLECULAR LAB 2
CORRIDOR
CORRIDOR
1114B
GENERAL STORAGE
MOLECULAR BIOLOGY
MOLECULAR BIO LAB
1016A
GENETICS LAB
1016B
CORRIDOR
1069A
MEN
WOMEN
TISSUE CULTURE
TELE/DATA
CORRIDOR
GEN. STORAGE
1022 ICE MACHINE
COMET PRINT
GPT LAB
SMOKE LAB
MLA LAB
CART OFFICE
CORRIDOR
CORRIDOR
TELE/DATA
ICE MACHINE
GLASS WASH
CHEMICAL STORAGE
GENE EXPRESS LAB 1
TC/HPRT LAB
1035A
FLO CYTOMETRY LAB 2
1035B
FLO CYTOMETRY LAB 3
1037A
FLO CYTOMETRY LAB 1
1037B
CORRIDOR
MEN
WOMEN
GENE EXPRESN LAB 2
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
1087 CONFERENCE
1A 1A
2A 2A
1054B
1010B
1033A
1101A
1035A
F.2 F.2
E.9 E.9
F.3 F.3
F.4 F.4
F.6 F.6
W1 W1
D.3 D.3
4A 4A
3A 3A
0'
3'
5' 1"
5'
4'
2'
1'
3'
7'
7'
7'
9" 2'
A-102
A-103
FLOOR PLAN GENERAL NOTES:
1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE.
2. THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN
THE EXISTING AND NEW FLOOR SLAB ELEVATIONS. VERIFICATION OF
EXISTING ELEVATIONS IS CRITICAL PRIOR TO THE PLACEMENT OF THE
NEW SLAB.
3. CLEAN, PATCH AND REPAIR EXISTING WALL SURFACES SCHEDULED TO
BE REFINISHED. ALL EXISTING GYPSUM BOARD SURFACES, WHICH ARE
DAMAGED IN ANY WAY SHALL BE REPAIRED PRIOR TO THE APPLICATION
OF SCHEDULED WALL. REMOVE WALL STANDARDS PRIOR TO
REFINISHING EXISTING WALLS. FILL ANCHOR HOLES IN EXISTING WALLS
WHERE STANDARDS ARE REMOVED. COORDINATE REPAIR AND
REFINISHING WALLS WITH THE (OWNER/GOVERNMENT) (CONSTRUCTION
MANAGER/CONTRACTING OFFICER).
4. THE CONTRACTOR SHALL CLEAN NEW RESILIENT FLOORING. ALL NEW
FLOOR TILE AND/OR PVC FLOORING SHALL BE PROTECTED FROM
SCRATCHING, MARKING, STAINING, ETC. DURING CONSTRUCTION. ANY
TILE AND/OR PVC FLOORING THAT IS DAMAGED BY CONSTRUCTION AND
DOES NOT APPEAR IN NEW CONDITION AT THE TIME OF POSSESSION WILL
BE REPLACED BY THE GENERAL CONTRACTOR AT HIS EXPENSE. INSTALL
RESILIENT TRANSITION STRIP WHERE FLOOR TILE ABUTS EXPOSED
CONCRETE FLOOR.
5. CLEAN ALL EXISTING HVAC GRILLES WHICH REMAIN, PRIOR TO
CONTRACT COMPLETION.
CROMWELL
ARCHITECTS/
ENGINEERS
#5A
R
KANSAS -ENG
IN
EE
R
C E R T
IF
IC
AT
EOF
AUTHORIZ
A T
IO
N R
E G
IS
T E
RED A R CH IT E C
T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
OVERALL FLOOR PLAN
A-10107/15/15
3/32" = 1'-0"
1 OVERALL FLOOR PLAN TR
UE
N
OR
TH
PL
AN
N O
RT
H
SCALE : 3/32" = 1'-0"
0 8 16 32
B
C
D
E
F
.7
.7
1.4
1.4
2.5
2.5
3.5
3.5
4.5
4.5
5.5
5.5
BSC
(OFCI)
FH6
(CFCI)
FH6
(CFCI)
GENERAL PURPOSE LAB
CELL CULTURE LAB
OZONE FREE LAB
VESTIBULE
1000 CORRIDOR
1001A
ULTRA COOL
GC/ICP MASS SPEC LAB
HPLC LAB 3
HPLC LAB 2
INHALATION CHEM LAB
CHEM LAB
TMP LAB
GENERAL STORAGE
MASS SPEC
BIOCHEM LAB
NAN LAB
CAO LAB
MOLECULAR BIO LAB
1016A
GENETICS LAB
1016B
MEN
WOMEN
CORRIDOR
TELE/DATA
ICE MACHINE
GENE EXPRESN LAB 1
GLASS WASH SUPPORT
1033 CHEMICAL STORAGE
CORRIDOR
COMET PRINT
GPT LAB
GEN. STORAGE
ICE MACHINE
SMOKE LAB
MLA LAB
CART STORAGE
CORRIDOR
MEN
WOMEN
1025 TISSUE CULTURE
TELE/DATA
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CONFERENCE
CORRIDOR
1114B
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
SPRINKLER
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
DIRECTOR'S OFFICE
CONFERENCE
GENE EXPRESN LAB 2
TC/HPRT LAB
1035A
FLO CYTOMETRY LAB 3
1037A
FLO CYTOMETRY LAB 2
1035B
FLO CYTOMETRY LAB 1
1037B
CORRIDOR
1069A
OFFICE
CORRIDOR
C O
R R
ID
O
R
B
CORRIDOR
4' - 8" 40' - 0" 4' - 0" 36' - 10" 4' - 0" 36' - 10" 4' - 0" 36' - 10" 4' - 0" 36' - 10"
114311441145 1142 1141 1140 1139 1138 1137 1136 1135 1134 1133 1132 1131 1130 1129 1128
1127A
1127B
0"
4' - 8" 40' - 0" 4' - 0" 36' - 10" 4' - 0" 36' - 10" 4' - 0" 36' - 10" 4' - 0" 36' - 10"
1001B
1002A
1006A
1002B
1001A
1008A
1007A
1004B
1004A
1005A
1009A
1005B
1010A
1001C
1006B
1011A
1007B
1008B 1014A
1009B
1015A
1016B
1011B
1016A
1015B
1014B
1017B
1017A
1039 1041
1033 1034
1031A
1024A
1022 1023 1024B
1021 1025 1027A 1030
1026B
1026A 1036
1035B 1037B
1037A
1044A 1044B
1031B
1070 1071 1072 1073 1074 1075 1076 1077 1078 1079 1080 1081 1082 1083 1084 1085 1086 1087 1088A 1088B
FH6
(CFCI)
FH6
(CFCI)
FH6
(CFCI)
A-402
A-403
A-401
A-404
FH6
(CFCI)
A-407
A-407
A-408
A-408
1114B
1069A
1027B
1A
2A
2'
1'
9'
0"
1'
/2
6'
6'
6'
/2
8" 9"
32' - 0" 8' - 6" 1' - 8" 30' - 8" 8' - 6" 17' - 3 1/8" 15' - 0 7/8" 8' - 6" 20' - 3" 2' - 0" 18' - 7" 1' - 8" 40' - 10"
FH6
(CFCI)
34' - 6" 6' - 0" 1' - 8" 30' - 8" 8' - 6" 1' - 8" 15' - 6" 15' - 2" 8' - 6" 1' - 8" 19' - 9 7/16" 21' - 0 9/16" 19' - 10 5/8" 19' - 3 3/8" 10" 10"
1'
7/ 8"
/4
/8
9"
32' - 0" 8' - 6"
GLASS WASH
1033A
1033A
4' - 0"
F.2
E.9
F.3
F.4
F.6
W1
D.3
A-201
A-201
A-201
FH6
(CFCI)
FH6
(CFCI)
BSC
(OFCI)
BSC
(OFCI)
FH6
(CFCI)
FH6
(CFCI)
FH-PLASTIC
(CFCI)
BSC
(OFCI)
BSC
(OFCI)
BSC
(OFCI)
BSC
(OFCI)
BSC
(OFCI)
4A
3A
FLOOR PLAN GENERAL NOTES:
1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE.
2. THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN
THE EXISTING AND NEW FLOOR SLAB ELEVATIONS. VERIFICATION OF
EXISTING ELEVATIONS IS CRITICAL PRIOR TO THE PLACEMENT OF THE
NEW SLAB.
3. CLEAN, PATCH AND REPAIR EXISTING WALL SURFACES SCHEDULED TO
BE REFINISHED. ALL EXISTING GYPSUM BOARD SURFACES, WHICH ARE
DAMAGED IN ANY WAY SHALL BE REPAIRED PRIOR TO THE APPLICATION
OF SCHEDULED WALL. REMOVE WALL STANDARDS PRIOR TO
REFINISHING EXISTING WALLS. FILL ANCHOR HOLES IN EXISTING WALLS
WHERE STANDARDS ARE REMOVED. COORDINATE REPAIR AND
REFINISHING WALLS WITH THE (OWNER/GOVERNMENT) (CONSTRUCTION
MANAGER/CONTRACTING OFFICER).
4. THE CONTRACTOR SHALL CLEAN NEW RESILIENT FLOORING. ALL NEW
FLOOR TILE AND/OR PVC FLOORING SHALL BE PROTECTED FROM
SCRATCHING, MARKING, STAINING, ETC. DURING CONSTRUCTION. ANY
TILE AND/OR PVC FLOORING THAT IS DAMAGED BY CONSTRUCTION AND
DOES NOT APPEAR IN NEW CONDITION AT THE TIME OF POSSESSION WILL
BE REPLACED BY THE GENERAL CONTRACTOR AT HIS EXPENSE. INSTALL
RESILIENT TRANSITION STRIP WHERE FLOOR TILE ABUTS EXPOSED
CONCRETE FLOOR.
5. CLEAN ALL EXISTING HVAC GRILLES WHICH REMAIN, PRIOR TO
CONTRACT COMPLETION.
CROMWELL
ARCHITECTS/
ENGINEERS
#5A
R
KANS A S -ENGIN
EE
R
C E
R T
IF
IC
ATEOF AUTHORIZ
A
T
IO
N R E
G
IS
T E R E D A R C H IT E C
T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
FLOOR PLAN - PHASE I
A-10207/15/15
1/8" = 1'-0"
1 FLOOR PLAN - PHASE I
TR
UE
N
OR
TH
PL
AN
N O
RT
H
A
B
C
D
E
F
6.5
6.5
7.5
7.5
8.6
8.6
9.3
9.3
10.1
10.1
ENTRY
VENDING
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CORRIDOR
MOLECULAR LAB 1
OMIPRINT MS LAB
CORRIDOR
AMES LAB
CELL LAB
1048B
TC LAB
TC LAB
ACBPCR LAB
PCR LAB
HIGH CONCENTRATION
PREP LAB
LOW CONCENTRATION
PREP LAB
MASS SPEC LAB
GENERAL STORAGE
ULTRA COOL
RAPID B-FLOW
CYTOMETRY
CHEMISTRY LAB
HUMAN SAMPLE PREP
PENCE MASS SPEC LAB
CELL CULTURE LAB
SAMPLE PREP
PROTEOMICS MASS SPEC
LAB
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
SPRINKLER
OFFICE
OFFICE
VENDING
ENTRY
CORRIDOR
LOBBY S.E.
LOBBY N.E.
CORRIDOR
A-201
1100109910981097109610951094109310921091
1124 1123 1122 1121 1120 1119 1118 1117 1116 1115
1062A
1055B
1063B
1063A
1065A
1057B
1067A
1068A
1059B
1047B
1055A
1053 1057A
1051B
1059A
1054A
1051A
1048A
1047A
1048C
1046B 1060B
1060A1046A 1052A
1052B
1048B 1065B
1068B
1067B
1062B
A-405
A-406
A-409
A-410
A-410
A-409
2' - 0" 18' - 5" 18' - 5" 2' - 0"2' - 0" 18' - 5" 18' - 5" 2' - 0"2' - 0" 20' - 0" 18' - 7" 2' - 9"2' - 2"2' - 6" 21' - 4" 2' - 5"
36' - 10" 4' - 0" 36' - 10" 4' - 0" 41' - 4" 4' - 8"
4'
4'
4'
4'
4'
4'
6'
1'
0'
2' - 0" 18' - 5" 18' - 5" 2' - 0"2' - 0" 18' - 5" 18' - 5" 2' - 0"2' - 0" 20' - 0" 18' - 7" 2' - 9"2' - 2"2' - 6" 17' - 5" 3' - 11"1"
36' - 10" 4' - 0" 36' - 10" 4' - 0" 41' - 4" 4' - 8" 17' - 5" 4' - 0"
A-201
1054B
1A
2A
1'
5/ 8"
/2
/2
/8
6" 9"
1'
/8
/2
/2
5/ 8"
1'
9' 0"
1'
8' - 6" 30' - 8" 1' - 8" 8' - 6" 30' - 8" 1' - 8" 8' - 6" 30' - 5" 1' - 7" 11' - 0" 13' - 10" 1' - 2"
/8
15' - 4" 15' - 2 5/8" 1' - 9 3/8"
15' - 10" 16' - 6"
STAIR
2' /2
F.2
E.9
F.3
F.4
F.6
W1
A-709
CORRIDOR
1069A
CORRIDOR
1114B
D.3
A-201
1101A
FH6
(CFCI)
BSC
(OFCI)
BSC
(OFCI)
BSC
(OFCI)
BSC
(OFCI)
FH6
(CFCI)
FH6
(CFCI)
BSC
(OFCI)
FH6
(CFCI)
FH6
(CFCI)
FH6
(CFCI)
FH6
(CFCI)
FH6
(CFCI)
FH6
(CFCI)
FH6
(CFCI)
BSC
(OFCI)
FH6
(CFCI)
FH6
(CFCI)
4A
3A
FLOOR PLAN GENERAL NOTES:
1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE.
2. THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN
THE EXISTING AND NEW FLOOR SLAB ELEVATIONS. VERIFICATION OF
EXISTING ELEVATIONS IS CRITICAL PRIOR TO THE PLACEMENT OF THE
NEW SLAB.
3. CLEAN, PATCH AND REPAIR EXISTING WALL SURFACES SCHEDULED TO
BE REFINISHED. ALL EXISTING GYPSUM BOARD SURFACES, WHICH ARE
DAMAGED IN ANY WAY SHALL BE REPAIRED PRIOR TO THE APPLICATION
OF SCHEDULED WALL. REMOVE WALL STANDARDS PRIOR TO
REFINISHING EXISTING WALLS. FILL ANCHOR HOLES IN EXISTING WALLS
WHERE STANDARDS ARE REMOVED. COORDINATE REPAIR AND
REFINISHING WALLS WITH THE (OWNER/GOVERNMENT) (CONSTRUCTION
MANAGER/CONTRACTING OFFICER).
4. THE CONTRACTOR SHALL CLEAN NEW RESILIENT FLOORING. ALL NEW
FLOOR TILE AND/OR PVC FLOORING SHALL BE PROTECTED FROM
SCRATCHING, MARKING, STAINING, ETC. DURING CONSTRUCTION. ANY
TILE AND/OR PVC FLOORING THAT IS DAMAGED BY CONSTRUCTION AND
DOES NOT APPEAR IN NEW CONDITION AT THE TIME OF POSSESSION WILL
BE REPLACED BY THE GENERAL CONTRACTOR AT HIS EXPENSE. INSTALL
RESILIENT TRANSITION STRIP WHERE FLOOR TILE ABUTS EXPOSED
CONCRETE FLOOR.
5. CLEAN ALL EXISTING HVAC GRILLES WHICH REMAIN, PRIOR TO
CONTRACT COMPLETION.
CROMWELL
ARCHITECTS/
ENGINEERS
#5A
R
KANSAS -ENG
IN
EE
R
C E R T
IF
IC
AT
EOF
AUTHORIZ
A T
IO
N R
E G
IS
T E
RED A R CH IT E C
T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
FLOOR PLAN - PHASE II
A-10307/15/15 1/8" = 1'-0"
1 FLOOR PLAN - PHASE II
TR
UE
N
OR
TH
PL
AN
N O
RT
H
OS OS
OS OS
OS OS
OS OS
OS
OS
OS
OS
OSOS
OS OS
OS
OS OS
OSOS
OS OS
OS OS
OS
OS OS
OS
OS
OS
OS
OSOS
OS
OS
OS
OS
OS
OS
OS
OS
OS OS OS
OS
OS OS
OS OS
OS OS OS OS OS OS
OS
OS
OS
OS
OS
OS
OSOS OS OS
OS
OS
A
B
C
D
E
F
.7 1 1.4 2 2.5 3 3.5 4 4.5 5 5.5 6
A-301
A-301
A-302
1A
2A
A.F.F.
2' x 2' ACT System
9' - 0"
A.F.F.
2' x 2' ACT System
8' - 0"A.F.F.
2' x 2' ACT System
8' - 0"
A.F.F.
2' x 2' ACT System
8' - 0" A.F.F.
2' x 2' ACT System
8' - 0"
A.F.F.
2' x 2' ACT System 10' - 0"
A.F.F.
2' x 2' ACT System
9' - 0"
A.F.F.
2' x 2' ACT System 10' - 0"
VESTIBULE
CORRIDOR
1001B
ULTRA COOL
OZONE FREE LAB
CELL CULTURE LAB
GENERAL PURPOSE LAB
GC/ICP MASS SPEC LAB
HPLC LAB 3
INHALATION CHEM LAB
CHEM LAB
CORRIDOR
TMP LAB
MASS SPEC
NAN LAB
CAO LAB
MOLECULAR BIO LAB
1016A
CORRIDOR
GENERAL STORAGE
BIOCHEM LAB
CORRIDOR
MEN
GEN. STORAGE
ICE MACHINE
GPT LAB
WOMEN
SMOKE LAB
TISSUE CULTURE
CART STORAGE
TELE/DATA
CORRIDOR
COMET PRINT
GLASS WASH SUPPORT
1033 CHEMICAL STORAGE
TC/HPRT LAB
1035A
MLA LAB
FLO CYTOMETRY LAB 3
1037A
CORRIDOR
TELE/DATA
MEN
ICE MACHINE
WOMEN
GENE EXPRESN LAB 1
GENE EXPRESN LAB 2
CORRIDOR
1069A
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
1076 OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CONFERENCE
CORRIDOR
1114B
CONFERENCE
DIRECTOR'S OFFICE
1128OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
SPRINKLER
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CORRIDOR
1001A
GENETICS LAB
1016B
FLO CYTOMETRY LAB 2
1035B
FLO CYTOMETRY LAB 1
1037B
HPLC LAB 2
GLASS WASH
1033A
COMPOSITE METAL SOFFIT PANEL
COMPOSITE METAL SOFFIT PANEL
SUSPENDED
LIGHT FIXTURES,
REF. ELECTRICAL
EXPOSED STRUCTURE, TO
RECEIVE INTERIOR/EXTERIOR
LAGGING ENCAPSULANT
SYSTEM AS SPECIFIED, TYP.
F.2
E.9
F.3
F.4
F.6
W1
D.3
4A 4A
3A
LAY-IN ACOUSTICAL
CEILING GRID
LIGHT FIXTURE - SEE
ELECTRICAL DRAWINGS
RETURN AIR GRILLE
SUPPLY AIR GRILLE
SYMBOLS LEGEND
CEILING MOUNTED EXIT LIGHT
EMERGENCY LIGHT
FIXTURE - SEE
ELECTRICAL DRAWINGS
EMERGENCY LIGHT
FIXTURE W/BATTERY PACK -
SEE ELECTRICAL DRAWINGS
GYP. BOARD CEILING -
FINISH AS SCHEDULED
REFLECTED CEILING PLAN GENERAL NOTES
1.ALL AREAS OF EXPOSED EXISTING ROOF STRUCTURE AND DECK
SHALL BE PATCHED, REPAIRED, AND COATED WITH
INTERIOR/EXTERIOR LAGGING ENCAPSULANT SYSTEM
INSTALLED PER MANUFACTURER'S SPECIFICATIONS TO PROVIDE
A SMOOTH, WASHABLE FINISH.
2.REFER TO FINISH SCHEDULE FOR ADDITIONAL CEILING
INFORMATION
3.REFER TO LIFE SAFETY, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN
CROMWELL
ARCHITECTS/
ENGINEERS
#5A
R
KANSAS -ENG
IN
EE
R
C E R T
IF
IC
AT
EOF
AUTHORIZ
A T
IO
N R
E G
IS
T E
RED A R CH IT E C
T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
REFLECTED CEILING PLAN - PHASE I
A-10407/15/15
1/8" = 1'-0"
1 REFLECTED CEILING PLAN - PHASE I
SCALE : 1/8" = 1'-0"
0 4 8 16
TR
UE
N
OR
TH
PL
AN
N O
OS
OS OS
OS
OS
OS
OS
OS
OS
OS
OS
OSOS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS OS OS OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS OS OS
OS
A
B
C
D
E
F
6 6.5 7 7.5 8 8.6 9 9.3 10.1
A-301
A-303
1A
2A
A-303
A.F.F.
2' x 2' ACT System
9' - 0"
A.F.F.
2' x 2' ACT System
9' - 0"
A.F.F.
2' x 2' ACT System 10' - 0"
A.F.F.
2' x 2' ACT System
9' - 0"
A.F.F.
2' x 2' ACT System 10' - 0"
A.F.F.
2' x 2' ACT System
9' - 0"
A.F.F.
2' x 2' ACT System 14' - 0"
A.F.F.
2' x 2' ACT System 14' - 0"
CORRIDOR
OMIPRINT MS LAB
MOLECULAR LAB 1
CELL LAB
1048B
AMES LAB
TC LAB
ACBPCR LAB
CORRIDOR
TC LAB
PCR LAB
RAPID B-FLOW
CYTOMETRY
GENERAL STORAGE
MASS SPEC LAB
LOW CONCENTRATION
PREP LAB
HIGH CONCENTRATION
PREP LAB
CORRIDOR
ULTRA COOL
CHEMISTRY LAB
HUMAN SAMPLE PREP
PENCE MASS SPEC LAB
CELL CULTURE LAB
SAMPLE PREP
PROTEOMICS MASS SPEC
LAB
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
LOBBY S.E.
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
SPRINKLER
OFFICE
OFFICE
1124VENDING
ENTRY
VENDING
ENTRY
LOBBY N.E.
CORRIDOR
STAIR
F.2
E.9
F.3
F.4
F.6
W1
D.3
COMPOSITE METAL
SOFFIT PANEL
COMPOSITE METAL
SOFFIT PANEL
.5
:1
.5
:1
.5
:1
9' - 0"
8' - 0"
8' - 0"
9' - 0"
.5
:1
.5
:1
.5
:1
8' - 0"
4A
3A
A-301
A-301
LAY-IN ACOUSTICAL
CEILING GRID
LIGHT FIXTURE - SEE
ELECTRICAL DRAWINGS
RETURN AIR GRILLE
SUPPLY AIR GRILLE
SYMBOLS LEGEND
CEILING MOUNTED EXIT LIGHT
EMERGENCY LIGHT
FIXTURE - SEE
ELECTRICAL DRAWINGS
EMERGENCY LIGHT
FIXTURE W/BATTERY PACK -
SEE ELECTRICAL DRAWINGS
GYP. BOARD CEILING -
FINISH AS SCHEDULED
REFLECTED CEILING PLAN GENERAL NOTES
1.ALL AREAS OF EXPOSED EXISTING ROOF STRUCTURE AND DECK
SHALL BE PATCHED, REPAIRED, AND COATED WITH
INTERIOR/EXTERIOR LAGGING ENCAPSULANT SYSTEM
INSTALLED PER MANUFACTURER'S SPECIFICATIONS TO PROVIDE
A SMOOTH, WASHABLE FINISH.
2.REFER TO FINISH SCHEDULE FOR ADDITIONAL CEILING
INFORMATION
3.REFER TO LIFE SAFETY, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN
CROMWELL
ARCHITECTS/
ENGINEERS
#5A
R
KANSAS -ENG
IN
EE
R
C E R T
IF
IC
AT
EOF
AUTHORIZ
A T
IO
N R
E G
IS
T E
RED A R CH IT E C
T
A R K A N S A S
GREGORY B.
COCKMON
15-JUL-2015
SHEETDRAWING NOSUBMITTED
SCALE DATE DRAWN CHECK
REVISIONS
NO. DATE DESCRIPTION BY CHECK
JEFFERSON,ARKANSAS 72079
NATIONAL CENTER FOR TOXICOLOGICAL RESEARCH
N C T R
BUILDING 14 RENOVATION
REFLECTED CEILING PLAN - PHASE II
A-10507/15/15
1/8" = 1'-0"
1 REFLECTED CEILING PLAN - PHASE II
TR
UE
N
OR
TH
PL
AN
N O
RT
H
B B
C C
D D
E E
F F
.7
.7
1.4
1.4
2.5
2.5
3.5
3.5
4.5
4.5
5.5
5.5
6.5
6.5
7.5
7.5
8.6
8.6
9.3
9.3
1A1A
EXISTING MECHANICAL
EQUIPMENT PLATFORM.
F.2 F.2
E.9 E.9
REMOVE EXISTING DOOR AND
PATCH WITH LIKE MATERIAL
TO ENSURE WATER-TIGHT
CONSTRUCTION
EQUIPMENT SUPPORTS. SEE STRUCTURAL DRAWINGS FOR
CONSTRUCTION. SEE DETAIL 10/A-540 FOR ROOF FLASHING.
SEE MECHANICAL DRAWINGS FOR EQUIPMENT LOCATIONS.
EQUIPMENT SUPPORTS. SEE STRUCTURAL DRAWINGS FOR
CONSTRUCTION. SEE DETAIL 10/A-540 FOR ROOF FLASHING.
SEE MECHANICAL DRAWINGS FOR EQUIPMENT LOCATIONS.
EQUIPMENT SUPPORTS. SEE STRUCTURAL DRAWINGS FOR
CONSTRUCTION. SEE DETAIL 10/A-540 FOR ROOF FLASHING.
SEE MECHANICAL DRAWINGS FOR EQUIPMENT LOCATIONS.
EQUIPMENT SUPPORTS. SEE STRUCTURAL DRAWINGS FOR
CONSTRUCTION. SEE DETAIL 10/A-540 FOR ROOF FLASHING.
SEE MECHANICAL DRAWINGS FOR EQUIPMENT LOCATIONS.
TYPICAL ROOF DRAIN. (RD)
PROVIDE NEW RECEIVER PIPE &
AND STRAINER. PROVIDE ROOF
FLASH PER DETAIL 11/A-540
RD RD
RD
RD
RD…
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