Amendment 0003 - WVA B125 Reno - Plans.pdf
PDF 6 MB Posted
- Attached to
- WVA Renovate Building 125 Federal contract opportunity
- Solicitation number
- W912DS23B0008
About this file
This solicitation package outlines requirements for renovating Building 125 at the West Virginia Army Corps of Engineers Mortar Facility. Key work includes demolishing existing interior walls, floors, ceilings and casework; installing new epoxy flooring, luxury vinyl tile, paint, signage and casework; and upgrading mechanical, electrical and security systems. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District New York. The period of performance is 270 calendar days from NTP. Offerors must submit proposals by June 15, 2023 and awards are expected by August 15, 2023. Pricing will be fixed price with payment milestones. Subcontracting opportunities are not set aside.
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Text version
2" 2"
FINISH FLOOR (DATUM)
EL: 3'-6"
EL: 3'-8"
EL: 4'-0"
EL: 4'-10"
EL: 5'-0"
EL: 6'-0"
EL: 6'-6"
EL: 6'-8"
EL: 7'-8"
EL: 9'-0"
EL: 1'-6"
WLAN, COMM
AND POWER
FIRE
STROBE/SPEAKER
HALL TEMP SENSOR
REMOTE INDICATOR
LIGHTS
RM TEMP SENSOR
DUPLEX POWER
AT MICRO
THERMOSTAT
WALL PHONE
LIGHTING
OVERRIDE
FIRE ALARM PULL
STATION
CARD READER
COMM OUTLET
LIGHT SWITCH
DUPLEX POWER AT
COUNTER
RECEPTACLE OR
DATA OUTLET
WALL MOUNTED
EXIT SIGN (BLADE)
4"
***NOTE: IF THERE IS A PROJECT SPECIFIC ELECTRICAL (OR FIRE PROTECTION) FIXTURE NOT SHOWN BELOW, COORDINATE THE MOUNTING HEIGHT WITH THE
CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO INSTALLATION.
1. ALL ITEMS ARE CONTRACTOR SUPPLIED AND INSTALLED
UNLESS NOTED OTHERWISE.
2. CONTRACTOR TO COORDINATE AND PROVIDE BLOCKING
BEHIND WALL NEEDED FOR WALL MOUNTED ACCESSORIES.
3. THESE DRAWINGS ARE SHOWN AS TYPICAL GENERAL
MOUNTING INFORMATION AND ARE NOT SPECIFIC TO A
PARTICULAR ROOM OR AREA.
4. ACTUAL CONDITIONS MAY REQUIRE ADJUSTMENT TO THE
LOCATION OF COMPONENTS / DEVICES. CONTRACTOR TO
NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE
(COR) AND ARCADIS IF A TYPICAL MOUNTING HEIGHT
CANNOT BE ACHIEVED.
5. SIGN TYPES REQUIRED BUT NOT SHOWN SUCH AS HEALTH,
SAFETY, WARNING, AND FIRE EXTINGUISHER LOCATION
SIGNS, AS WELL AS PIPE MARKERS, TAGS, AND EQUIPMENT
NAMEPLATES SHALL MATCH EXISTING AND FOLLOW UFGS
STANDARDS FOR QUANTITIES AND LOCATIONS REQURIED.
GENERAL NOTES:
EXIT
RADIOS CORNERS
BACKGROUND COLOR
SHALL CONTRAST WITH
WALL COLOR
/8
M
IN
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NOTES:
1. SEE UFGS SECTION 10.14.00.20 AND EP 310-1-6a FOR REQUIREMENTS ON INTERIOR SIGNAGE.
2. SIGNS TO MEET ABA ACCESSIBILITY STANDARDS UNLESS DIRECTED OTHERWISE BY OWNER.
3. PROVIDE 18″ x 18″ CLEAR FLOOR SPACE CENTERED ON TACTILE CHARACTERS. CLEAR FLOOR SPACE
MUST BE BEYOND THE SWING OF ANY DOOR FROM A CLOSED POSITION TO A 45° OPEN POSITION.
/8
M
IN
GRADE II BRAILLE
SIGN TO MEET ABA
ACCESSIBILTY STANDARDS
EXIT
ROUTE
RADIOS CORNERS
BACKGROUND COLOR
SHALL CONTRAST WITH
WALL COLOR
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NOTES:
1. SEE UFGS SECTION 10.14.00.20 AND EP 310-1-6a FOR REQUIREMENTS ON INTERIOR SIGNAGE.
2. SIGNS TO MEET ABA ACCESSIBILITY STANDARDS UNLESS DIRECTED OTHERWISE BY OWNER.
3. PROVIDE 18″ x 18″ CLEAR FLOOR SPACE CENTERED ON TACTILE CHARACTERS. CLEAR FLOOR SPACE
MUST BE BEYOND THE SWING OF ANY DOOR FROM A CLOSED POSITION TO A 45° OPEN POSITION.
GRADE II BRAILLE
SIGN TO MEET ABA
ACCESSIBILTY STANDARDS
WHITE LETTERING - FOLLOW STANDARD CORPS LETTER AND WORD SPACING
GRADE II BRAILLE
DARK GREY FRAME
DARK GREY REMOVALBE SIGN PANEL
OPTIONAL USACE MARK
NOTES:
1. SEE UFGS SECTION 10.14.00.20 AND EP 310-1-6a FOR REQUIREMENTS ON INTERIOR SIGNAGE.
2. SIGNS TO MEET ABA ACCESSIBILITY STANDARDS UNLESS DIRECTED OTHERWISE BY OWNER.
3. PROVIDE 18″ x 18″ CLEAR FLOOR SPACE CENTERED ON TACTILE CHARACTERS. CLEAR FLOOR SPACE
MUST BE BEYOND THE SWING OF ANY DOOR FROM A CLOSED POSITION TO A 45° OPEN POSITION.
4. THIS 4”X8” SIGN IS USED TO IDENTIFY OFFICES OR WORK AREAS AND SUPPORTING FACILITIES. THE REMOVABLE SIGN LEGEND PANEL CAN BE CHANGED OR MOVED TO ANOTHER SIGN FRAME WITHOUT
REMOVING AND REPLACING THE ENTIRE UNIT.
NOTE: CONTRACTOR TO COORDINATE WITH THE COR ON ROOM
NUMBERING AND ROOM NAMING BEFORE ORDERING SIGNAGE.
M O
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ROOM NAME 1
M O
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F F
SECURE ACCESS ONLY 1
WHITE LETTERING - FOLLOW STANDARD CORPS LETTER AND WORD SPACING
GRADE II BRAILLE
DARK GREY FRAME
DARK GREY OR RED REMOVALBE SIGN PANEL
NOTES:
1. SEE UFGS SECTION 10.14.00.20 AND EP 310-1-6a FOR REQUIREMENTS ON INTERIOR SIGNAGE.
2. SIGNS TO MEET ABA ACCESSIBILITY STANDARDS UNLESS DIRECTED OTHERWISE BY OWNER.
3. PROVIDE 18″ x 18″ CLEAR FLOOR SPACE CENTERED ON TACTILE CHARACTERS. CLEAR FLOOR SPACE
MUST BE BEYOND THE SWING OF ANY DOOR FROM A CLOSED POSITION TO A 45° OPEN POSITION.
4. THIS 4”X8” SIGN IS USED TO IDENTIFY SAFETY RELATED EQUIPMENT AND FACILITIES SUCH AS:
SAFETY EQUIPMENT, ACCESS, ETC.
NOTE: CONTRACTOR TO COORDINATE WITH THE COR ON ROOM
NUMBERING AND ROOM NAMING BEFORE ORDERING SIGNAGE.
US Army Corps of Engineers ®
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ARCADIS U.S., INC. 80-A006
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AMENDMENT 0003
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B - TACTILE EXIT SIGN
C - TACTILE EXIT ROUTE SIGN
A - IDENTIFICATION SIGN
D - SAFETY SIGN
D
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B
1010.51111.51212.51313.51414.515
A
/MATCHLINE - 4 80-A104
M
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3 3
12 12
12 12
20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"
5 6
5 6
5 6
5 6
6 11
22222
2 8
5 6
GENERAL NOTES:
A. NOT ALL DEMOLITION NOTES APPLY TO THIS DRAWING.
B. ALL DEMOLITION WORK TO BE COORDINATED WITH ALL
OTHER TRADE WORK (CIVIL, STRUCTURAL,
MECHANICAL, ELECTRICAL, PLUMBING. I.T. AND FIRE
PROTECTION DEMOLITION AND NEW WORK SCOPE.)
C. OWNER HAS REQUESTED A RIGHT OF FIRST REFUSAL
ON ALL EXISTING MECHANICAL AND ELECTRICAL
COMPONENTS TO BE REMOVED PRIOR TO THESE BEING
THROWN INTO A DUMPSTER AS TRASH OR RESOLD BY
THE CONTRACTOR FOR SCRAP.
D. FOR ALL SURFACES SCHEDULED TO REMAIN, PATCH
AND MATCH SURFACES DISTURBED BY DEMOLITION OR
REMOVAL OF EQUIPMENT OR UTILITIES. INSTALL
PATCHING TO MATCH ADJACENT WORK IN FINISH,
STRUCTURAL QUALITIES, COURSING OF MASONRY,
AND OTHER CHARACTERISTICS. PATCH SURFACES TO
COMPLY WITH FIRE RATINGS, SMOKE-TIGHT RATINGS,
ACOUSTICAL CRITERIA AND OTHER PERFORMANCE
CRITERIA INDICATED. REFER TO THE PATCH AND
REPAIR SPECIFICATION FOR MORE DETAILS/ CRITERIA.
ARCHITECTURAL DEMO KEYNOTES:
KEY NOTES:
1. CAREFULLY REMOVE EXISTING EXTERIOR DOUBLE ALUM/GLASS
STOREFRONT DOOR & FRAME FOR &
STORE FOR REUSE.
2. BID OPTION 9: SELECTIVELY REMOVE EXISTING CARPET TILE IN
OFFICES AND ADMIN AREA.
3. SELECTIVELY REMOVE EXISTING INTERIOR WALL AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK.
4. SELECTIVELY REMOVE, EXISTING INTERIOR DOOR, WINDOW, OR
OPENING AS NEEDED TO CONFORM TO NEW GENERAL TRADES WORK
5. SELECTIVELY REMOVE EXISTING FLOOR FINISH AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK. REFER TO DRAWING 80-
A601 EPXY1 FOR SURFACE PREPARATION REQUIREMENTS IN NEW
MANUFACTURING AREAS.
6. SELECTIVELY REMOVE EXISTING CEILING FINISH AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK.
7. SELECTIVELY REMOVE EXISTING MILLWORK AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK.
9. DEMO CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH CLEAN
ROOM AS BUILTS AND PHASE REMOVAL OF ITEMS APPROPRIATELY.
SEE LIST OF ITEMS ON SHEET 80-A100 TO BE SALVAGED & RETURNED
TO OWNER.
9. SELECTIVELY REMOVE EXISTING RAISED FLOOR AND ASSOCIATED
RAMP/STAIR/SUPPORTS/PEDESTALS AS NEEDED TO CONFORM TO
GENERAL TRADES WORK. REMOVE RAISED FLOOR BASE PLATES/FOOTERS
AND GROUND FLUSH TO EXISTING ADJACENT SLAB.
10. SELECTIVELY REMOVE EXISTING CONCRETE SLAB AS NEEDED TO
CONFORM TO STRUCTURAL WORK.
11. CONTRACTOR TO SALVAGE CLEAN ROOM EQUIPMENT & STORE PER
OWNER'S DIRECTION.
12. DEMOLISH WALL ASSEMBLY WRAP AROUND STRUCTURAL MEMBER
13. REMOVE EXISTING RAILROAD TRACKS AND TIES, SEE STRUCTURAL DETAIL.
14. REMOVE EXISTING CURB AND ASSOCIATED ACCESSORIES AT O.H. DOOR
TO BE DEMOLISHED.
15. REMOVE EXISTING PLATFORM, METAL GRATING, LADDER AND ASSOCIATED
FRAMING INCLUDING ANY HARDWARE AND SUPPORTS.
16. REMOVE EXISTING DOCK LEVELER AND ASSOCIATED EQUIPMENT - REPAIR
CONCRETE FLOOR PER STRUCT. DETAIL 2/S-101
17. EXISTING SUMP & BOX TO BE REMOVED - SEE MECHANICAL DRAWINGS -
REPAIR CONCRETE FLOOR PER STRUCT. DETAIL 2/S-101 SIM.
18. REMOVE, REPAIR & REUSE OR REPLACE EXISTING METAL FLOOR GRATING.
DEMOLITION LEGEND
EXISTING BUILDING
ELEMENT TO REMAIN
EXISTING BUILDING ELEMENT
TO BE DEMOLISHED
EXISTING DOOR & WALL
TO REMAIN
EXISTING DOOR & WALL
TO BE DEMOLISHED
US Army Corps of Engineers ®
SHEET ID
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LEGAL ENTITY:
ARCADIS U.S., INC.
A
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B C
D E F
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AREA OF
NO WORK
N.I.C. 80-A101
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AMENDMENT 0003
SCALE: 1/8" = 1'-0"80-A100
1 DEMO PLAN - AREA A
PLAN NORTHTRUE NORTH
0' 8' 16'4'
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/MATCHLINE - 1 80-A101
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5 7
GENERAL NOTES:
A. NOT ALL DEMOLITION NOTES APPLY TO THIS DRAWING.
B. ALL DEMOLITION WORK TO BE COORDINATED WITH ALL
OTHER TRADE WORK (CIVIL, STRUCTURAL,
MECHANICAL, ELECTRICAL, PLUMBING. I.T. AND FIRE
PROTECTION DEMOLITION AND NEW WORK SCOPE.)
C. OWNER HAS REQUESTED A RIGHT OF FIRST REFUSAL
ON ALL EXISTING MECHANICAL AND ELECTRICAL
COMPONENTS TO BE REMOVED PRIOR TO THESE BEING
THROWN INTO A DUMPSTER AS TRASH OR RESOLD BY
THE CONTRACTOR FOR SCRAP.
D. FOR ALL SURFACES SCHEDULED TO REMAIN, PATCH
AND MATCH SURFACES DISTURBED BY DEMOLITION OR
REMOVAL OF EQUIPMENT OR UTILITIES. INSTALL
PATCHING TO MATCH ADJACENT WORK IN FINISH,
STRUCTURAL QUALITIES, COURSING OF MASONRY,
AND OTHER CHARACTERISTICS. PATCH SURFACES TO
COMPLY WITH FIRE RATINGS, SMOKE-TIGHT RATINGS,
ACOUSTICAL CRITERIA AND OTHER PERFORMANCE
CRITERIA INDICATED. REFER TO THE PATCH AND
REPAIR SPECIFICATION FOR MORE DETAILS/ CRITERIA.
ARCHITECTURAL DEMO KEYNOTES:
KEY NOTES:
1. CAREFULLY REMOVE EXISTING EXTERIOR DOUBLE ALUM/GLASS
STOREFRONT DOOR & FRAME FOR &
STORE FOR REUSE.
2. BID OPTION 9: SELECTIVELY REMOVE EXISTING CARPET TILE IN
OFFICES AND ADMIN AREA.
3. SELECTIVELY REMOVE EXISTING INTERIOR WALL AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK.
4. SELECTIVELY REMOVE, EXISTING INTERIOR DOOR, WINDOW, OR
OPENING AS NEEDED TO CONFORM TO NEW GENERAL TRADES WORK
5. SELECTIVELY REMOVE EXISTING FLOOR FINISH AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK. REFER TO DRAWING 80-
A601 EPXY1 FOR SURFACE PREPARATION REQUIREMENTS IN NEW
MANUFACTURING AREAS.
6. SELECTIVELY REMOVE EXISTING CEILING FINISH AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK.
7. SELECTIVELY REMOVE EXISTING MILLWORK AS NEEDED TO CONFORM
TO NEW GENERAL TRADES WORK.
8. DEMO CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH CLEAN
ROOM AS BUILTS AND PHASE REMOVAL OF ITEMS APPROPRIATELY. SEE
LIST OF ITEMS ON SHEET 80-A100 TO BE SALVAGED & RETURNED TO
OWNER.
9. SELECTIVELY REMOVE EXISTING RAISED FLOOR AND ASSOCIATED
RAMP/STAIR/SUPPORTS/PEDESTALS AS NEEDED TO CONFORM TO
GENERAL TRADES WORK. REMOVE RAISED FLOOR BASE PLATES/FOOTERS
AND GROUND FLUSH TO EXISTING ADJACENT SLAB.
10. SELECTIVELY REMOVE EXISTING CONCRETE SLAB AS NEEDED TO
CONFORM TO STRUCTURAL WORK.
11. CONTRACTOR TO SALVAGE CLEAN ROOM EQUIPMENT & STORE PER
OWNER'S DIRECTION.
12. DEMOLISH WALL ASSEMBLY WRAP AROUND STRUCTURAL MEMBER
13. REMOVE EXISTING RAILROAD TRACKS AND TIES, SEE STRUCTURAL DETAIL.
14. REMOVE EXISTING CURB AND ASSOCIATED ACCESSORIES AT O.H. DOOR
TO BE DEMOLISHED.
15. REMOVE EXISTING PLATFORM, METAL GRATING, LADDER AND ASSOCIATED
FRAMING INCLUDING ANY HARDWARE AND SUPPORTS.
16. REMOVE EXISTING DOCK LEVELER AND ASSOCIATED EQUIPMENT - REPAIR
CONCRETE FLOOR PER STRUCT. DETAIL 2/S-101
17. EXISTING SUMP & BOX TO BE REMOVED - SEE MECHANICAL DRAWINGS -
REPAIR CONCRETE FLOOR PER STRUCT. DETAIL 2/S-101 SIM.
18. REMOVE, REPAIR & REUSE OR REPLACE EXISTING METAL FLOOR GRATING.
DEMOLITION LEGEND
EXISTING BUILDING
ELEMENT TO REMAIN
EXISTING BUILDING ELEMENT
TO BE DEMOLISHED
EXISTING DOOR & WALL
TO REMAIN
EXISTING DOOR & WALL
TO BE DEMOLISHED
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
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LEGAL ENTITY:
ARCADIS U.S., INC.
A
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B C
D E F
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AREA OF
NO WORK
N.I.C. 80-A104
E N
L A
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Is s u e D a te
AMENDMENT 0003
SCALE: 1/8" = 1'-0"80-A100
4 DEMO PLAN - AREA D
PLAN NORTHTRUE NORTH0' 8' 16'4'
M A
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12 12
12 12
3 3
/MATCHLINE - 1 80-A110
GENERAL NOTES:
A. NOT ALL DEMOLITION NOTES APPLY TO THIS DRAWING.
B. ALL DEMOLITION WORK TO BE COORDINATED WITH ALL
OTHER TRADE WORK (CIVIL, STRUCTURAL,
MECHANICAL, ELECTRICAL, PLUMBING. I.T. AND FIRE
PROTECTION DEMOLITION AND NEW WORK SCOPE.)
C. OWNER HAS REQUESTED A RIGHT OF FIRST REFUSAL
ON ALL EXISTING MECHANICAL AND ELECTRICAL
COMPONENTS TO BE REMOVED PRIOR TO THESE BEING
THROWN INTO A DUMPSTER AS TRASH OR RESOLD BY
THE CONTRACTOR FOR SCRAP.
D. FOR ALL SURFACES SCHEDULED TO REMAIN, PATCH
AND MATCH SURFACES DISTURBED BY DEMOLITION OR
REMOVAL OF EQUIPMENT OR UTILITIES. INSTALL
PATCHING TO MATCH ADJACENT WORK IN FINISH,
STRUCTURAL QUALITIES, COURSING OF MASONRY,
AND OTHER CHARACTERISTICS. PATCH SURFACES TO
COMPLY WITH FIRE RATINGS, SMOKE-TIGHT RATINGS,
ACOUSTICAL CRITERIA AND OTHER PERFORMANCE
CRITERIA INDICATED. REFER TO THE PATCH AND
REPAIR SPECIFICATION FOR MORE DETAILS/ CRITERIA.
ARCHITECTURAL DEMO KEYNOTES:
KEY NOTES:
1. CAREFULLY REMOVE EXISTING EXTERIOR DOUBLE ALUM/GLASS
STOREFRONT DOOR & FRAME FOR &
STORE FOR REUSE.
2. BID OPTION 9: SELECTIVELY REMOVE EXISTING CARPET TILE IN
OFFICES AND ADMIN AREA.
3. SELECTIVELY REMOVE EXISTING INTERIOR WALL AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK.
4. SELECTIVELY REMOVE, EXISTING INTERIOR DOOR, WINDOW, OR
OPENING AS NEEDED TO CONFORM TO NEW GENERAL TRADES WORK
5. SELECTIVELY REMOVE EXISTING FLOOR FINISH AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK. REFER TO DRAWING 80-
A601 EPXY1 FOR SURFACE PREPARATION REQUIREMENTS IN NEW
MANUFACTURING AREAS.
6. SELECTIVELY REMOVE EXISTING CEILING FINISH AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK.
7. SELECTIVELY REMOVE EXISTING MILLWORK AS NEEDED TO CONFORM
TO NEW GENERAL TRADES WORK.
8. DEMO CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH CLEAN
ROOM AS BUILTS AND PHASE REMOVAL OF ITEMS APPROPRIATELY.
SEE LIST OF ITEMS ON SHEET 80-A100 TO BE SALVAGED & RETURNED
TO OWNER.
9. SELECTIVELY REMOVE EXISTING RAISED FLOOR AND ASSOCIATED
RAMP/STAIR/SUPPORTS/PEDESTALS AS NEEDED TO CONFORM TO
GENERAL TRADES WORK. REMOVE RAISED FLOOR BASE PLATES/FOOTERS
AND GROUND FLUSH TO EXISTING ADJACENT SLAB.
10. SELECTIVELY REMOVE EXISTING CONCRETE SLAB AS NEEDED TO
CONFORM TO STRUCTURAL WORK.
11. CONTRACTOR TO SALVAGE CLEAN ROOM EQUIPMENT & STORE PER
OWNER'S DIRECTION.
12. DEMOLISH WALL ASSEMBLY WRAP AROUND STRUCTURAL MEMBER
13. REMOVE EXISTING RAILROAD TRACKS AND TIES, SEE STRUCTURAL DETAIL.
14. REMOVE EXISTING CURB AND ASSOCIATED ACCESSORIES AT O.H. DOOR
TO BE DEMOLISHED.
15. REMOVE EXISTING PLATFORM, METAL GRATING, LADDER AND ASSOCIATED
FRAMING INCLUDING ANY HARDWARE AND SUPPORTS.
16. REMOVE EXISTING DOCK LEVELER AND ASSOCIATED EQUIPMENT - REPAIR
CONCRETE FLOOR PER STRUCT. DETAIL 2/S-101
17. EXISTING SUMP & BOX TO BE REMOVED - SEE MECHANICAL DRAWINGS -
REPAIR CONCRETE FLOOR PER STRUCT. DETAIL 2/S-101 SIM.
18. REMOVE, REPAIR & REUSE OR REPLACE EXISTING METAL FLOOR GRATING.
DEMOLITION LEGEND
EXISTING BUILDING
ELEMENT TO REMAIN
EXISTING BUILDING ELEMENT
TO BE DEMOLISHED
EXISTING WALL TO REMAIN
EXISTING WALL TO BE DEMOLISHED
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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E R
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D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
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E D
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S
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E
C H
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K E
D B
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A N
S I 'D
F
IL
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N A
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IS
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D A
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C O
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R A
S O
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A
T
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N N
O
F
IL
E N
U M
B E
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1 2 3 4 5
D
C
B
A
LEGAL ENTITY:
ARCADIS U.S., INC.
A
H
B C
D E F
G
AREA OF
NO WORK
N.I.C. 80-A108
M E
Z Z
A N
IN
E
D E
M O
P L A
N
A R
E A
A
U S
A C
E
W V
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T A
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P H
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D e s ig n e r
A u th o r
C h e c k e r
Is s u e D a te
AMENDMENT 0003
SCALE: 1/8" = 1'-0"
1 MEZZANINE DEMO PLAN - AREA A
80-A100
PLAN NORTHTRUE NORTH
0' 8' 16'4'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
D E
S
IG
N
/2
/2
D E
S
IG
N
/0
/2
D E
S
IG
N
/0
/2
B
A C
K C
H E
C K
S E
T
/2
/2
A
M E
N D
M E
N T
/1
/2
I
G
F
E
1010.51111.51212.51313.51414.515
12 12
12 12
12 12
12 12
/MATCHLINE - 1 80-A108
GENERAL NOTES:
A. NOT ALL DEMOLITION NOTES APPLY TO THIS DRAWING.
B. ALL DEMOLITION WORK TO BE COORDINATED WITH ALL
OTHER TRADE WORK (CIVIL, STRUCTURAL,
MECHANICAL, ELECTRICAL, PLUMBING. I.T. AND FIRE
PROTECTION DEMOLITION AND NEW WORK SCOPE.)
C. OWNER HAS REQUESTED A RIGHT OF FIRST REFUSAL
ON ALL EXISTING MECHANICAL AND ELECTRICAL
COMPONENTS TO BE REMOVED PRIOR TO THESE BEING
THROWN INTO A DUMPSTER AS TRASH OR RESOLD BY
THE CONTRACTOR FOR SCRAP.
D. FOR ALL SURFACES SCHEDULED TO REMAIN, PATCH
AND MATCH SURFACES DISTURBED BY DEMOLITION OR
REMOVAL OF EQUIPMENT OR UTILITIES. INSTALL
PATCHING TO MATCH ADJACENT WORK IN FINISH,
STRUCTURAL QUALITIES, COURSING OF MASONRY,
AND OTHER CHARACTERISTICS. PATCH SURFACES TO
COMPLY WITH FIRE RATINGS, SMOKE-TIGHT RATINGS,
ACOUSTICAL CRITERIA AND OTHER PERFORMANCE
CRITERIA INDICATED. REFER TO THE PATCH AND
REPAIR SPECIFICATION FOR MORE DETAILS/ CRITERIA.
ARCHITECTURAL DEMO KEYNOTES:
KEY NOTES:
1. CAREFULLY REMOVE EXISTING EXTERIOR DOUBLE ALUM/GLASS
STOREFRONT DOOR & FRAME FOR &
STORE FOR REUSE.
2. BID OPTION 9: SELECTIVELY REMOVE EXISTING CARPET TILE IN
OFFICES AND ADMIN AREA.
3. SELECTIVELY REMOVE EXISTING INTERIOR WALL AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK.
4. SELECTIVELY REMOVE, EXISTING INTERIOR DOOR, WINDOW, OR
OPENING AS NEEDED TO CONFORM TO NEW GENERAL TRADES WORK
5. SELECTIVELY REMOVE EXISTING FLOOR FINISH AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK. REFER TO DRAWING 80-
A601 EPXY1 FOR SURFACE PREPARATION REQUIREMENTS IN NEW
MANUFACTURING AREAS.
6. SELECTIVELY REMOVE EXISTING CEILING FINISH AS NEEDED TO
CONFORM TO NEW GENERAL TRADES WORK.
7. SELECTIVELY REMOVE EXISTING MILLWORK AS NEEDED TO CONFORM
TO NEW GENERAL TRADES WORK.
8. DEMO CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH CLEAN
ROOM AS BUILTS AND PHASE REMOVAL OF ITEMS APPROPRIATELY.
SEE LIST OF ITEMS ON SHEET 80-A100 TO BE SALVAGED & RETURNED
TO OWNER.
9. SELECTIVELY REMOVE EXISTING RAISED FLOOR AND ASSOCIATED
RAMP/STAIR/SUPPORTS/PEDESTALS AS NEEDED TO CONFORM TO
GENERAL TRADES WORK. REMOVE RAISED FLOOR BASE PLATES/FOOTERS
AND GROUND FLUSH TO EXISTING ADJACENT SLAB.
10. SELECTIVELY REMOVE EXISTING CONCRETE SLAB AS NEEDED TO
CONFORM TO STRUCTURAL WORK.
11. CONTRACTOR TO SALVAGE CLEAN ROOM EQUIPMENT & STORE PER
OWNER'S DIRECTION.
12. DEMOLISH WALL ASSEMBLY WRAP AROUND STRUCTURAL MEMBER
13. REMOVE EXISTING RAILROAD TRACKS AND TIES, SEE STRUCTURAL DETAIL.
14. REMOVE EXISTING CURB AND ASSOCIATED ACCESSORIES AT O.H. DOOR
TO BE DEMOLISHED.
15. REMOVE EXISTING PLATFORM, METAL GRATING, LADDER AND ASSOCIATED
FRAMING INCLUDING ANY HARDWARE AND SUPPORTS.
16. REMOVE EXISTING DOCK LEVELER AND ASSOCIATED EQUIPMENT - REPAIR
CONCRETE FLOOR PER STRUCT. DETAIL 2/S-101
17. EXISTING SUMP & BOX TO BE REMOVED - SEE MECHANICAL DRAWINGS -
REPAIR CONCRETE FLOOR PER STRUCT. DETAIL 2/S-101 SIM.
18. REMOVE, REPAIR & REUSE OR REPLACE EXISTING METAL FLOOR GRATING.
DEMOLITION LEGEND
EXISTING BUILDING
ELEMENT TO REMAIN
EXISTING BUILDING ELEMENT
TO BE DEMOLISHED
EXISTING WALL TO REMAIN
EXISTING WALL TO BE DEMOLISHED
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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F E
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B E
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1 2 3 4 5
D
C
B
A
LEGAL ENTITY:
ARCADIS U.S., INC.
A
H
B C
D E F
G
AREA OF
NO WORK
N.I.C. 80-A110
M E
Z Z
A N
IN
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D E
M O
P L A
N
A R
E A
D
U S
A C
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W V
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P H
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D e s ig n e r
A u th o r
C h e c k e r
Is s u e D a te
AMENDMENT 0003
SCALE: 1/8" = 1'-0"
1 MEZZANNE DEMO PLAN - AREA D
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
D E
S
IG
N
/2
/2
D E
S
IG
N
/0
/2
D E
S
IG
N
/0
/2
B
A C
K C
H E
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/2
A
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/1
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PLAN NORTHTRUE NORTH
0' 8' 16'4'
LVL1
100' - 0"
LVL1
100' - 0"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. PARAPET
128' - 5"
T.O. PARAPET
128' - 5"
T.O. LOW ROOF
114' - 3"
T.O. LOW ROOF
114' - 3"
IHGFEDCBH.3H.9AJ.3
BID OPTION 3: REMOVE AND
REPLACE ROOF MEMBRANE
AND UNDERLYING INSUL. -
SEE SHEET 80-A130
EXISTING EXTERIOR WALL
CONSTRUCTION, TYP.
EXISTING DOORS & WINDOWS, TYP.
BID OPTION 4: LINTELS TO
REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BID OPTION 2: EXISTING MASONARY
FACE BRICK TO BE REPLACED AND
TUCKPOINTED (TYP)
BID OPTION 4: EXISTING FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
LVL1
100' - 0"
LVL1
100' - 0"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. PARAPET
128' - 5"
T.O. PARAPET
128' - 5"
T.O. LOW ROOF
114' - 3"
T.O. LOW ROOF
114' - 3"
I H G F E D C B A Y X
BID OPTION 3: REMOVE AND
REPLACE ROOF MEMBRANE
AND UNDERLYING INSUL. -
SEE SHEET 80-A130
EXISTING EXTERIOR WALL
CONSTRUCTION, TYP.
EXISTING DOORS &
WINDOWS, TYP.
BID OPTION 4: EXISTING LINTELS
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BID OPTION 2: EXISTING MASONARY
FACE BRICK TO BE REPLACED AND
TUCKPOINTED (TYP)
BID OPTION 4: EXISTING FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BUILDING ELEVATION LEGEND
BID OPTION 4: LINTELS & FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP), V.I.F.
EXISTING TO REMAIN
AREA OF NO WORK (N.I.C.)
BID OPTION 2: EXISTING
MASONARY FACE BRICK TO BE
REPLACED (APPROXIMATELY 100
SF V.I.F.) AND TUCKPOINTED -
CONTRACTOR SHALL HIRE A
MASON TO SURVEY THE BUILDING
& PROVIDE AREA, METHOD, &
RECOMMENDATIONS
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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D R
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A
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N N
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B E
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1 2 3 4 5
D
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B
A
LEGAL ENTITY:
ARCADIS U.S., INC. 80-A201
E X
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P H
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D e s ig n e r
A u th o r
C h e c k e r
Is s u e D a te
AMENDMENT 0003
SCALE: 1" = 10'-0"80-A111
1 Bldg Elevation (West)
SCALE: 1" = 10'-0"80-A111
2 Bldg Elevation (East)
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
D E
S
IG
N
/2
/2
D E
S
IG
N
/0
/2
D E
S
IG
N
/0
/2
B
A C
K C
H E
C K
S E
T
/2
/2
A
M E
N D
M E
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/1
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LVL1
100' - 0"
T.O. PARAPET
128' - 5"
T.O. PARAPET
128' - 5"
80-A202
80-A202
80-A202
0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 0.9 0.6
LVL1
100' - 0"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. PARAPET
128' - 5"
T.O. LOW ROOF
114' - 3"
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5
BID OPTION 3: REMOVE AND
REPLACE ROOF MEMBRANE
AND UNDERLYING INSUL. -
SEE SHEET 80-A130
EXISTING EXTERIOR WALL
CONSTRUCTION, TYP.
EXISTING DOORS &
WINDOWS, TYP.
BID OPTION 2: EXISTING MASONARY
FACE BRICK TO BE REPLACED AND
TUCKPOINTED (TYP)
BID OPTION 4: EXISTING LINTELS
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BID OPTION 4: EXISTING FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
LVL1
100' - 0"
LVL1
100' - 0"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. PARAPET
128' - 5"
T.O. PARAPET
128' - 5"
T.O. LOW ROOF
114' - 3"
T.O. LOW ROOF
114' - 3"
4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5
BID OPTION 3: REMOVE AND
REPLACE ROOF MEMBRANE
AND UNDERLYING INSUL. -
SEE SHEET 80-A130
EXISTING EXTERIOR WALL
CONSTRUCTION, TYP.
EXISTING DOORS &
WINDOWS, TYP.
BID OPTION 2: EXISTING
MASONARY FACE BRICK TO BE
REPLACED AND TUCKPOINTED
(TYP)
BID OPTION 4: EXISTING LINTELS
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BID OPTION 4: EXISTING FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
LVL1
100' - 0"
LVL1
100' - 0"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. PARAPET
128' - 5"
T.O. PARAPET
128' - 5"
T.O. LOW ROOF
114' - 3"
T.O. LOW ROOF
114' - 3"
9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 1.1 0.8 0.6
BID OPTION 3: REMOVE AND
REPLACE ROOF MEMBRANE
AND UNDERLYING INSUL. -
SEE SHEET 80-A130
EXISTING EXTERIOR WALL
CONSTRUCTION, TYP.
EXISTING DOORS &
WINDOWS, TYP.
BID OPTION 2: EXISTING MASONARY
FACE BRICK TO BE REPLACED AND
TUCKPOINTED (TYP)
BID OPTION 4: EXISTING LINTELS
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BID OPTION 4: EXISTING FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BUILDING ELEVATION LEGEND
BID OPTION 4: LINTELS & FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP), V.I.F.
EXISTING TO REMAIN
AREA OF NO WORK (N.I.C.)
BID OPTION 2: EXISTING
MASONARY FACE BRICK TO BE
REPLACED (APPROXIMATELY 100
SF V.I.F.) AND TUCKPOINTED -
CONTRACTOR SHALL HIRE A
MASON TO SURVEY THE BUILDING
& PROVIDE AREA, METHOD, &
RECOMMENDATIONS
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
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D A
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B E
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1 2 3 4 5
D
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B
A
LEGAL ENTITY:
ARCADIS U.S., INC. 80-A202
E X
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A C
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P H
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D e s ig n e r
A u th o r
C h e c k e r
Is s u e D a te
AMENDMENT 0003
SCALE: 1" = 30'-0"
Bldg Elevation (North-Reference)
SCALE: 1" = 10'-0"80-A202
1 Bldg Elevation (North-1)
SCALE: 1" = 10'-0"80-A202
2 Bldg Elevation (North-2)
SCALE: 1" = 10'-0"80-A202
3 Bldg Elevation (North-3)
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
D E
S
IG
N
/2
/2
D E
S
IG
N
/0
/2
D E
S
IG
N
/0
/2
B
A C
K C
H E
C K
S E
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/2
/2
A
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/1
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LVL1
100' - 0"
T.O. PARAPET
128' - 5"
T.O. PARAPET
128' - 5"
80-A203
80-A203
80-A203
00.511.522.533.544.555.566.577.588.599.51010.51111.51212.51313.51414.515
LVL1
100' - 0"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. PARAPET
128' - 5"
T.O. LOW ROOF
114' - 3"
1010.51111.51212.51313.51414.515
BID OPTION 3: REMOVE AND
REPLACE ROOF MEMBRANE
AND UNDERLYING INSUL. -
SEE SHEET 80-A130
EXISTING EXTERIOR WALL
CONSTRUCTION, TYP.
EXISTING DOORS &
WINDOWS, TYP.
BID OPTION 4: EXISTING LINTELS
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BID OPTION 2: EXISTING MASONARY
FACE BRICK TO BE REPLACED AND
TUCKPOINTED (TYP)
BID OPTION 4: EXISTING FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
LVL1
100' - 0"
LVL1
100' - 0"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. PARAPET
128' - 5"
T.O. PARAPET
128' - 5"
T.O. LOW ROOF
114' - 3"
T.O. LOW ROOF
114' - 3"
55.566.577.588.599.510
BID OPTION 3: REMOVE AND
REPLACE ROOF MEMBRANE
AND UNDERLYING INSUL. -
SEE SHEET 80-A130
EXISTING EXTERIOR WALL
CONSTRUCTION, TYP.
EXISTING DOORS &
WINDOWS, TYP.
BID OPTION 4: EXISTING LINTELS
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BID OPTION 2: EXISTING MASONARY
FACE BRICK TO BE REPLACED AND
TUCKPOINTED (TYP)
BID OPTION 4: EXISTING FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
LVL1
100' - 0"
LVL1
100' - 0"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. CRANE RAIL
119' - 10 3/4"
T.O. PARAPET
128' - 5"
T.O. PARAPET
128' - 5"
T.O. LOW ROOF
114' - 3"
T.O. LOW ROOF
114' - 3"
00.511.522.533.544.55
BID OPTION 3: REMOVE AND
REPLACE ROOF MEMBRANE
AND UNDERLYING INSUL. -
SEE SHEET 80-A130
EXISTING EXTERIOR WALL
CONSTRUCTION, TYP.
EXISTING DOORS &
WINDOWS, TYP.
BID OPTION 4: EXISTING LINTELS
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BID OPTION 2: EXISTING MASONARY
FACE BRICK TO BE REPLACED AND
TUCKPOINTED (TYP)
BID OPTION 4: EXISTING FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP)
BUILDING ELEVATION LEGEND
BID OPTION 4: LINTELS & FASCIA
TO REMAIN TO BE SCRAPPED
AND REPAINTED (TYP), V.I.F.
EXISTING TO REMAIN
AREA OF NO WORK (N.I.C.)
BID OPTION 2: EXISTING
MASONARY FACE BRICK TO BE
REPLACED (APPROXIMATELY 100
SF V.I.F.) AND TUCKPOINTED -
CONTRACTOR SHALL HIRE A
MASON TO SURVEY THE BUILDING
& PROVIDE AREA, METHOD, &
RECOMMENDATIONS
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
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D R
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N N
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F
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B E
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1 2 3 4 5
D
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LEGAL ENTITY:
ARCADIS U.S., INC. 80-A203
E X
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P H
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D e s ig n e r
A u th o r
C h e c k e r
Is s u e D a te
AMENDMENT 0003
SCALE: 1" = 30'-0"
Bldg Elevation (South-Reference)
SCALE: 1" = 10'-0"80-A203
1 Bldg Elevation (South-1)
SCALE: 1" = 10'-0"80-A203
2 Bldg Elevation (South-2)
SCALE: 1" = 10'-0"80-A203
3 Bldg Elevation (South-3)
M A
R K
D E
S C
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IP
T
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N D
A T
E
D E
S
IG
N
/2
/2
D E
S
IG
N
/0
/2
D E
S
IG
N
/0
/2
B
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A
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A. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL
FINISH INFORMATION.
B. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE
EXTINGUISHER CABINETS) TO MATCH ADJACENT SURFACE.
C. ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF THE
COR. SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW.
D. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES TO BE
MANUFACTURERS STANDARD THIN PROFILE VINYL MOLDING, COLOR
SELECTED BY THE COR.
E. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2)
COATS OF ZERO VOC LATEX SEMI-GLOSS ENAMEL OVER PROPERLY PRIMED
SURFACE. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME E SPREAD
AND SMOKE DEVELOPED PER FBC2010 TABLE 803.5 & 803.1. COLOR TO MATCH
EXISTING.
F. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY
GRADE PAINT, INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST.
COLOR TO MATCH EXISTING.
G. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, & TABLE
A.10.2.2 2012 EDITION, & LOCAL FIRE PREVENTION CODE.
FLOOR FINISHES
EPXY1
MATERIAL: STONE HARD EPOXY TOPCOAT.
APPLIED TO SHOW COLOR DIFFERENTIATION BETWEEN
AILES AND PRODUCTION AREAS.
SYSTEM COMPONENTS: MANUFACTURER'S STANDARD
COMPONENTS THAT ARE COMPATIBLE WITH EACH OTHER &
AS FOLLOWS:
1. MORTAR BASE:
A. MATERIAL: EXISTING EPOXY FLOOR
B. CORE TEST REQUIRED TO DETERMINE
EXISTING BASE LAYER WHICH SHALL BE A
SLURRY OR STEEL TROWEL MORTAR WITH A
THICKNESS OF 1/8" MIN. & SHOULD INCLUDE
AMINES, RESINS AND AGGREGATE TO FORM
A MORTAR BASE.
C. PREP: HEAVY MECHANICAL ABRADING OF
THE EXISTING TOPCOAT VIA PLANETARY
GRINDERS, HAND DIAMOND GRINDERS, ETC.
TO GET AN OPEN PROFILE FOR BONDING
NEW RESINS. AFTER MECHANICAL PREP, ALL
LOOSE DEBRIS SHOULD BE VACUUMED UP
TO LEAVE BEHIND A CLEAN SURFACE.
2. PRIMER:
A. MATERIAL: TWO-COMPONENT, EPOXY BASED
PRIMING SYSTEM
B. APPLICATION METHOD: SQUEEGEE AND
BACKROLL AND ALLOW TO FULLY CURE
C. NUMBER OF COATS: (1) ONE @ 6-8 MILS.
3. TOPCOAT:
A. MATERIAL: A TWO-COMPONENT, 100%
SOLIDS, BISPHENOL-F EPOXY TOPCOAT
B. APPLICATION METHOD: MIX 90 GRIT SILICA
BAGS WITH THE AMINES AND RESINS OF THE
TOPCOAT. SQUEEGEE AND FINISH ROLL.
C. TYPE: PIGMENTED; COR TBD FROM
STANDARD
D. TEXTURE: 90 GRIT SILICA
E. NUMBER OF COATS: (1) ONE @ 6-8 MILS.
F. 4" INTEGRAL BASE
WARRANTY: MANUFACTURER SHALL FURNISH A SINGLE,
WRITTEN WARRANTY COVERING BOTH MATERIAL AND
WORKMANSHIP FOR A PERIOD OF (1) FULL YEAR FROM DATE
OF INSTALLATION, OR PROVIDE A JOINT AND SEVERAL
WARRANTY SIGNED ON A SINGLE DOCUMENT BY MATERIAL
MANUFACTURER AND APPLICATOR JOINTLY AND SEVERALLY
WARRANTING THE MATERIALS AND WORKMANSHIP FOR A
PERIOD OF (1) FULL YEAR FROM DATE OF INSTALLATION. A
SAMPLE WARRANTY LETTER MUST BE INCLUDED WITH BID
PACKAGE OR BID MAY BE DISQUALIFIED.
VCT1 MATERIAL: VINYL COMPOSITION TILE (ASTM F1066)
TOTAL THICKNESS: 0.125 " (3.18 MM)
STYLE / COLOR: COR TBD FROM
STANDARD COLORS
SIZE: 12"x12" INSTALL: MONOLITHIC
INSTALL METHOD: DIRECT GLUE DOWN
VCT2 MATERIAL: VINYL TILE TO MATCH EXISTING
TOTAL THICKNESS: MATCH EXISTING
STYLE / COLOR: MATCH EXISTING
SIZE AND INSTALL: MATCH EXISTING
LVT1 BID OPTION 9: OFFICES AND ADMIN AREA
MATERIAL: LUXURY VINYL TILE (ASTM F1700)
TOTAL THICKNESS: 0.120 " (3.05 MM)
STYLE / COLOR: COR TBD FROM
STANDARD COLORS
SIZE: 12"x36" INSTALL: VERTICAL ASHLAR
INSTALL METHOD: DIRECT GLUE DOWN
WOM1 MATERIAL: WALK-OFF MAT TO MATCH EXISTING
STYLE: ENTRANCE MAT
COLOR: MATCH EXISTING
WALL / CEILING FINISHES
PT1 MATERIAL: PAINT
COLOR: TO MATCH EXISTING
FINISH: SATIN LATEX
PT2 MATERIAL: PAINT
COLOR: TO MATCH EXISTING
DRYFALL SPRAY APPLIED
PT3 MATERIAL: PAINT
COLOR: 6’-7' TAN WAINSCOTT W/
WHITE ABOVE TO MATCH EXISTING
FINISH: SATIN LATEX
ACT1 MATERIAL: ACUSTICAL CEILING TILE
STYLE: SQUARE LAY-IN 15/16"
SIZE: 24" X 48"
THICKNESS: 3/4"
COLOR: WHITE
ACT2 MATERIAL: MOISTURE RESISTANT
ACUSTICAL CEILING TILE
STYLE: SQUARE LAY-IN 15/16"
W/SAG/HUMIDITY RESISTANCE
SIZE: 24" X 48"
THICKNESS: 3/4"
COLOR: WHITE
MILLWORK
SS-1 MATERIAL: SOLID SURFACE
SEE SPECIFICATION
COLOR: COR TBD FROM
STANDARD COLORS
LOCATION: COUNTER TOPS
PL-1 MATERIAL: PLASTIC LAMINATE
SEE SPECIFICATION
COLOR: COR TBD FROM
STANDARD COLORS
LOCATION: CABINETS
BASE FINISHES
VB1 MATERIAL: VINYL BASE
COLOR: TO MATCH EXISTING
THICKNESS: 1/8″ (3.175mm)
STYLE: COVE
SIZE: 4", MITER ALL CORNERS
ACT = ACOUSTICAL CEILING TILE
BOD = BASIS OF DESIGN
CONC = CONCRETE
COR = CONTRACTING OFFICER REPRESENTATIVE
EPXY = EPOXY
ETR = EXISTING TO REMAIN
GFRG = GLASS FIBER REINFORCED GYPSUM
LVT = LUXURY VINYL TILE
PL = PLASTIC LAMINATE
PT = PAINT
SS = SOLID SURFACE
TBD = TO BE DETERMINED
VB = VINYL BASE
VCT = VINYL COMPOSITE TILE
WOM = WALK-OFF MAT
EXISTING
CARPET
VINYL TRANSITION STRIP
VINYL FLOORING
2 1/2"
/4
/8
VINYL FLOORING VINYL TRANSITION STRIP EPOXY TOPCOAT
2 1/2"
/8
CARPET
VINYL TRANSITION STRIP
VINYL FLOORING
2 1/2"
/8
/8
EXISTING
CARPET
VINYL TRANSITION STRIP
EPOXY TOPCOAT
2 1/2"
/4
FEATHER AS NEEDED
W/SLOPE OF 1:12 MAX.
NEW EPOXY TOP COAT
EXISTING EPOXY TOPCOAT
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
LEGAL ENTITY:
ARCADIS U.S., INC. 80-A601
R O
O M
F
IN
IS
H
S C
H E
D U
L E
U S
A C
E
W V
A M
O R
T A
R F
A C
IL
IT
Y
P H
A S
E
D e s ig n e r
A u th o r
C h e c k e r
Is s u e D a te
AMENDMENT 0003
GENERAL FINISH NOTES:FINISH SPECIFICATIONSROOM FINISH SCHEDULE
NUMBER ROOM NAME F
L O
O R
CoF B A
S E
WALLS CEILING
REMARKSN
O
R T
H
E A
S T
S O
U T
H
W E
S T
M A
T L
E X
P O
S E
D T
O A
B O
V E
C E
IL
IN
G H
E
IG
H T
101 ADMIN ROOM VCT1 0.50 VB1 PT1 PT1 PT1 PT1 ACT1 9' - 0"
104 RECEIVING (EXPANSION) CONC 0.60 VB1 PT1 ETR ETR ETR EXP/PT2 X GFRG BOARD TO 48" AFF, EXPOSED PIPE TO BE PTD
PER ANSI (SEE PIPE COLOR LEGEND)
109 MANUFACTURING SHOP AREA EPXY1 0.60 EPXY1 ETR ETR PT1/PT
PT1/PT
EXP/PT2 X GFRG BOARD TO 48" AFF, EXPOSED PIPE TO BE PTD
PER ANSI (SEE PIPE COLOR LEGEND)
111 OFFICE AREA LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR 13' - 3" BID OPTION 9: NEW FLOOR AND WALL FINISHES
112 SECURITY OFFICE VCT1 0.50 VB1 PT1 PT1 PT1 PT1 ACT1 9' - 8"
113 CORRIDOR VCT2 0.50 VB1 ETR PT1 PT1 PT1 ETR 9' - 8"
114 EXISTING CORRIDOR CONC 0.50 VB1 ETR ETR PT1 PT1 ETR
133 MOMS RM VCT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR 13' - 3"
143a IDF1a CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0"
143b IDF1b CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0"
143c IDF1c CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0"
144a IDF2a CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0" DIAMAND PLATE WALL PROTECTION PANELS TO 48”
AFF ON OUTSIDE FACE
144b IDF2b CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0" DIAMAND PLATE WALL PROTECTION PANELS TO 48”
AFF ON OUTSIDE FACE
144c IDF2c CONC 0.60 VB1 PT1 PT1 PT1 PT1 GWB/PT1 10' - 0" DIAMAND PLATE WALL PROTECTION PANELS TO 48”
AFF ON OUTSIDE FACE
176 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
177 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
178 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
179 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
180 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
181 OFFICE LV1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
182 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
183 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
184 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
185 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
186 OFFICE LVT1 0.50 VB1 PT1 PT1 PT1 PT1 ETR BID OPTION 9: NEW FLOOR AND WALL FINISHES
191 VESTIBULE VCT1 /
WOM1
0.50 VB1 PT1 PT1 PT1 ETR ACT2 13' - 3"
197 RECEIVING CONC 0.50 VB1 PT1 ETR ETR ETR ETR X GFRG BOARD TO 48" AFF, EXPOSED PIPE TO BE PTD
PER ANSI (SEE PIPE COLOR LEGEND)
ABBREVATIONS
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
D E
S
IG
N
/2
/2
D E
S
IG
N
/0
/2
D E
S
IG
N
/0
/2
B
A C
K C
H E
C K
S E
T
/2
/2
A
M E
N D
M E
N T
/1
/2
SCALE: 12" = 1'-0"
FLOOR TRANSITION DETAIL T1
SCALE: 12" = 1'-0"
FLOOR TRANSITION DETAIL T3
SCALE: 12" = 1'-0"
FLOOR TRANSITION DETAIL T4
0' 1" 2"
FLOOR TRANSITION DETAIL T2
SCALE: 3" = 1'-0"
FLOOR TRANSITION DETAIL T5
2"
SCHED.
SEE
2"
S E
E S
C H
E D
H.M.
FRAME
F1
D4 D1
SCHED.
SEE
S E
E S
C H
E D
D2
SCHED.
SEE
S E
E S
C H
E D
6"
6"
S E
E S
C H
E D
SEE SCHED.
HOOD
D3
SCHED.
SEE
S E
E S
C H
E D
F R
O M
F F
M A
X
F R
O M
F F
M A
X
TYP
6"
1/4" SAFTY GLASS
2' - 0"
LOUVER
1. HARDWARE FINISHES TO BE BRUSHED STAINLESS UNO.
2. COORDINATE DOOR HARDWARE WITH ELECTRICAL.
3. COORDINATE DOOR HARDWARE WITH THE COR SECURITY SYSTEM.
4. SEE SPECIFICATION SECTION 08 71 00 FOR DOOR HARDWARE SETS
5. HM DOORS AND HM FRAMES TO BE PAINTED TO MATCH EXISTING UNO.
6. STANDARD STOREFRONT DOOR HARDWARE WITH STOREFRONT SYSTEM.
7. PROVIDE DOOR SILENCERS FOR ALL DOORS.
8. PROVIDE DUST PROOF STRIKES FOR FLUSH BOLTS AND VERTICAL RODS.
CLA = CLEAR ANODIZED
F = FIRE RATE TEMPERED GLASS
FAB = HIGH SPEED FABRIC DOOR
HM = HOLLOW METAL
INS = INSULATED GLASS
PF = PRE-FINISHED (BY MANUFACTURER)
PT = PAINT
ST = STAINED
STL = STEEL
W = WIRE GLASS
WD = WOOD
T = TEMPERED GLASS
W = WIRE CLASS
WD = WOOD
1/2"1/2"
BATT
INSULATION
LIGHT GAUGE
FRAMING
HEADER
5/8" GYPSUM BOARD
AS SCHEDULED SEE
PLAN FOR WALL TYPE
HM FRAME
/2
/2
5/8" GYPSUM BOARD
AS SCHEDULED SEE
PLAN FOR WALL TYPE
2"
3 5/8" METAL STUDS
HM FRAME
S E
E S
C H
E D
U L E
SEE PLAN FOR
WALL TYPE
G
A G
A L V
P
L A
T E
E A
C H
S
ID
W
IT
H
G
A S
T R
U C
T S
T U
P A
N D
B O
T T
O M
RAPID ROLL INSTALL
PER MANUFACTURER
INSTRUCTIONS
16GA GALV.
BEND PLATE
SEE PLAN FOR WALL
TYPE
S E
E S
C H
E D
U L E
3 - 12GA STRUCT STUDS
WITH 12GA PLATE TO
BOTTOM OF ROOF DECK
RAPID ROLL DOOR &
TRACK INSTALL PER
MANUFACTURER
INSTRUCTIONS
16GA GALV.
BENT PLATE
HM FRAME
BEYOND
FINISH FLOOR
/4
DOOR AS SCHEDULED
DOOR
UNDERCUT
CF STUD WALL
BEYOND
WEATHERSEAL
CLOSURE
V .I .F
E Q
U A
L
V.I.F.
EQUAL
V.I.F.
EQUAL
V.I.F.
EQUAL
V.I.F.
EQUAL
NEW 2"X2" SQUARE OPENING
STEEL WIRE MESH IN 2”X2”
SQUARE STEEL FRAME
BOLTED INTO SURROUNDING
BRICK / CONCRETE W/3/8"X3"
ANCHOR BOLTS TOP &
BOTTOM, WHITE FINISH, TYP.
V .I .F
E Q
U A
L
V .I .F
E Q
U A
L
NEW TINTED SECURTIY FILM TO
BE APPLIED TO INSIDE FACE OF
ALL EXISTING STOREFRONT
PANES, TYP. SEE SPEC FOR
INSTALLATION TOLERANCES.
CONTRACTOR IS TO PREPARE
AND CLEAN THE WINDOW AS
NECESSARY AND NOTIFY
USACE OF ANY WINDOW
DISCREPANCIES PRIOR TO FILM
INSTALLATION. FILM
INSTALLATION IS TO PRODUCE
ZERO AIR BUBBLES OR GAPS.
F O
R R
O U
P E
N
IN
G
S E
E W
A L L S
E C
T
IO
N
COL
EXISTING MASONARY
TO REMAIN
EXISTING STOREFRONT
SYSTEM TO REMAIN
NEW 2"X2" SQUARE OPENING STEEL WIRE
MESH IN 2”X2” SQUARE STEEL FRAME
BOLTED INTO SURROUNDING BRICK /
CONCRETE W/3/8"X3" ANCHOR BOLTS
TOP & BOTTOM, WHITE FINISH, TYP.
NEW TINTED SECURTIY FILM TO BE APPLIED TO INSIDE
FACE OF ALL EXISTING STOREFRONT PANES, TYP. SEE
SPEC FOR INSTALLATION TOLERANCES. CONTRACTOR IS
TO PREPARE AND CLEAN THE WINDOW AS NECESSARY
AND NOTIFY USACE OF ANY WINDOW DISCREPANCIES
PRIOR TO FILM INSTALLATION. FILM INSTALLATION IS TO
PRODUCE ZERO AIR BUBBLES OR GAPS.
3"
V .I
.F
5'-6" @ EXISTING SINGLE DOOR, V.I.F.
+/- 9' - 9 1/2" ALIGN W/CL OF MULLIONS @ DOOR 001, V.I.F.
SLOPE 1/4" PER FOOT MIN.
EXISTING STOREFRONT
METAL CANOPY, SEE
STRUCT. DETAILS
METAL GUTTER
METAL FLASHING
W/SEALANT @ GLAZING
SHIM AS REQ'D
2' - 6" 2' - 6" 4" 1
M
IN
BOLLARD, BOTH SIDES - SEE CIVIL
2' - 0" 2' - 0"2' - 0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
LEGAL ENTITY:
ARCADIS U.S., INC. 80-A602
D O
O R
S C
H E
D U
L E
U S
A C
E
W V
A M
O R
T A
R F
A C
IL
IT
Y
P H
A S
E
D e s ig n e r
A u th o r
C h e c k e r
Is s u e D a te
AMENDMENT 0003
DOOR SCHEDULE
DOOR NO.
DOOR
FIRE
RATING
FRAME
HARDWARE SECURITY COMMENTS:
SIZE
MATERIAL FINISH ELEVATION MATERIAL FINISH ELEVATION
DETAIL
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
001 6' - 1 21/32" 7' - 0" ALUM/GLASS MATCH
EXIST
ALUM MATCH
EXIST
SET 4 EXIST CAC REPAIR AND/OR REPLACE EXTERIOR DOUBLE DOORS, FRAMES, & CENTER
MULLION TO MATCH EXISTING. PREP FOR NEW HARDWARE, ALIGN, & REINSTALL.
002 6' - 0" 7' - 0" ALUM/GLASS MATCH
EXIST
ALUM MATCH
EXIST
SET 4 EXIST CAC REPAIR AND/OR REPLACE EXTERIOR DOUBLE DOORS, FRAMES, & CENTER
MULLION TO MATCH EXISTING. PREP FOR NEW HARDWARE, ALIGN, & REINSTALL.
101 3' - 0" 7' - 0" 1 3/4" HM PT D3 HM PT F1 H1 J1 S1 SET 4
109A 6' - 0" 7' - 0" 1 3/4" HM PT D2 (PR) 60 MIN HM PT F1 H1 J1 S1 SET 2 CAC
109B 6' - 0" 7' - 0" 1 3/4" HM PT D2 (PR) 60 MIN HM PT F1 H1 J1 S1 SET 2 CAC
109C 6' - 0" 7' - 0" 1 3/4" HM PT D2 (PR) 60 MIN HM PT F1 H1 J1 S1 SET 2 CAC
112 3' - 0" 7' - 0" 1 3/4" HM PT D3 HM PT F1 H1 J1 S1 SET 1 CAC
143A 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY
143B 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY
143C 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY
144A 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY
144B 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY
144C 3' - 0" 7' - 0" 1 3/4" HM PT D1 HM PT F1 H1 J1 S1 SET 3 MECH KEY
191 6' - 0" 7' - 0" 1 3/4" HM PT D3 (PR) HM PT F1 H1 J1 S1 SET 2 CAC
197A 3' - 0" 7' - 0" 1 3/4" HM PT D2 HM PT F1 H1 J1 S1 SET 1 CAC
197B 14' - 0" 14' - 0" 1" FABRIC PF D4 STL PF N/A H2 J2 S2 PER MFR PADLOCK HIGH SPEED FABRIC OH, MOTOR OPERATED W/ MANUAL BACK-UP CHAIN
EXIST 3' - 0" 7' - 0" 1 3/4" EXISTING TO REMAIN
SCALE: 1/4" = 1'-0"
DOOR AND FRAME ELEVATIONS
DOOR SCHEDULE NOTES
DOOR SCHEDULE ABBREVIATIONS
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
D E
S
IG
N
/2
/2
D E
S
IG
N
/0
/2
D E
S
IG
N
/0
/2
B
A C
K C
H E
C K
S E
T
/2
/2
A
M E
N D
M E
N T
/1
/2
SCALE: 1 1/2" = 1'-0"
HEAD DETAIL H1
SCALE: 1 1/2" = 1'-0"
JAMB DETAIL J1
SCALE: 1 1/2" = 1'-0"
HEAD DETAIL H2
SCALE: 1 1/2" = 1'-0"
JAMB DETAIL J2
SCALE: 1 1/2" = 1'-0"
SILL DETAIL S1
SCALE: 1 1/2" = 1'-0"
SILL DETAIL S2
SCALE: 1/4" = 1'-0"
1 TYP. WINDOW SECURITY FENCE
SCALE: 1 1/2" = 1'-0"80-A303
2 DETAIL @ WINDOW SILL (HEAD/JAMB SIM.)
0' 4' 8'2'
0' 1' 2'
SCALE: 1/2" = 1'-0"
10 BID OPTION CANOPY DETAILS
0' 2' 4'1'0' 4' 8'2'
ABBREVIATIONS
IMC
HVAC
HC
GND
GMP
GC
GBPS
GB
FO
FCC
FACP
(E)
EMT
EMI
ELEV
ELEC
EIA
DEMARC
DB
COAX
CO
CMR
CMP
CLEC
CATV
C
BMS
BICSI
BFG
BFC
AWG
AV
ANSI
AMP, A
ALT
AFG
AFF
ADA
AC
ID
IDF
IEC
IEEE
IG
IP
ISO
J-BOX, JB
KCMIL
KM
KVA
KW
LAN
LEC
LED
M
MAG
MAN
MAX
MB
MDF
MECH
MFR
MH
MI
MIN
MM
MMFO
MPOE
NEC
NEMA
NFPA
NIC
NID
NM
NTS
OC
OD
PA
PABX
PBX
PC
PCS
PIR
POTS
PR
PROX
PVC
PWR
RCDD
RFI
RM
RMC
SCTP
SMFO
SPOE
SP
STD
STP
SW
TBB
TCP/IP
TEL
TELCO
TELECOM
TEMP
TGB
TIA
TMGB
TR
TV
UC
UG
UL
UON
UPS
UTP
V
W
WAN
WLAN
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
REGISTERED COMMUNICATIONS DISTRIBUTION DESIGNER
ABOVE COUNTER
AMERICANS WITH DISABILITIES ACT
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ALTERNATE
AMPERE
AMERICAN NATIONAL STANDARDS INSTITUTE
AUDIOVISUAL
AMERICAN WIRE GAUGE
BELOW FINISHED CEILING
BELOW FINISHED GRADE
BUILDING INDUSTRY CONSULTING SERVICES INTERNATIONAL
BUILDING MANAGEMENT SYSTEM
CONDUIT
COMMUNITY ANTENNA TV (CABLE TV)
COMPETITIVE LOCAL EXCHANGE CARRIER
COMMUNICATIONS PLENUM CABLE
COMMUNICATIONS RISER CABLE
CENTRAL OFFICE
COAXIAL
DECIBEL
DEMARCATION
ELECTRONICS INDUSTRY ALLIANCE
ELECTRIC OR ELECTRICAL
ELEVATOR
ELECTROMAGNETIC INTERFERENCE
ELECTRICAL METALLIC TUBING
EXISTING TO REMAIN
FIRE ALARM CONTROL PANEL
FEDERAL COMMUNICATIONS COMMISSION
FIBER OPTIC
GIGABYTE
GIGABITS PER SECOND
GENERAL CONTRACTOR
GUARANTEED MAXIMUM PRICE
GROUND
HORIZONTAL CROSS-CONNECT
HEATING, VENTILATING, AND AIR-CONDITIONING
INTERMEDIATE METAL CONDUIT - SEE NEC ARTICLE 342
INSIDE DIAMETER
INTERMEDIATE DISTRIBUTION FRAME
INTERNATIONAL ELECTROTECHNICAL COMMISSION
INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS, INC.
ISOLATED GROUND
INTERNET PROTOCOL
INTERNATIONAL ORGANIZATION OF STANDARDS
JUNCTION BOX
THOUSANDS OF CIRCULAR MILLS
KILOMETER
KILOVOLT AMPERES
KILOWATT
LOCAL AREA NETWORK
LOCAL EXCHANGE CARRIER (OR SP)
LIGHT-EMITTING DIODE
METER
MAGNETIC
METROPOLITAN AREA NETWORK
MAXIMUM
MEGABYTE
MAIN DISTRIBUTION FRAME
MECHANICAL
MANUFACTURER
MANHOLE
MILE
MINIMUM
MILLIMETER
MULTIMODE FIBER OPTIC
MAIN POINT OF ENTRY
NATIONAL ELECTRIC CODE - NFPA 70
NATIONAL FIRE PROTECTION ASSOCIATION
NETWORK INTERFACE CARD
NETWORK INTERFACE DEVICE
NANOMETER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
PUBLIC ADDRESS
PRIVATE AUTOMATIC BRANCH EXCHANGE
PRIVATE BRANCH EXCHANGE
PERSONAL COMPUTER
PERSONAL COMMUNICATIONS SYSTEMS
PASSIVE INFRARED
PLAIN OLD TELEPHONE SERVICE
PAIRS (NUMBER OF PAIRS IN COPPER CABLE)
PROXIMITY
POLYVINYL CHLORIDE
POWER
RADIO FREQUENCY INTERFACE
ROOM
RIGID METALLIC CONDUIT
SCREENED TWISTED PAIR
SINGLEMODE FIBER OPTIC
SECONDARY POINT OF ENTRY
SERVICE PROVIDER
STANDARD
SHIELDED TWISTED PAIR
SWITCH
TELECOMMUNICATIONS BONDING BACKBONE
TRANSMISSION CONTROL PROTOCOL W/ INTERNET PROTOCOL
TELEPHONE
TELEPHONE COMPANY (SP)
TELECOMMUNICATIONS
TEMPERATURE
TELECOMMUNICATIONS GROUND BUS BAR
TELECOMMUNICATIONS INDUSTRY ASSOCIATION
TELECOMMUNICATIONS MAIN GROUND BUS BAR
TELECOMMUNICATIONS ROOM
TELEVISION
UNDER COUNTER
UNDERGROUND
UNDERWRITER LABORATORIES
UNLESS OTHERWISE NOTED
UNINTERRUPTIBLE POWER SUPPLY
UNSHIELDED TWISTED PAIR
WIRELESS LOCAL AREA NETWORK
VOLT
WATT
WIDE AREA NETWORK
ATR ALL THREADED ROD
CLG CEILING
CT CABLE TRAY
CL CLOSET
DIA DIAMETER
DWG DRAWING
EP EXPLOSION PROOF
FBO FURNISHED BY OTHERS
FR FIRE RATED
GE GROUNDING EQUALIZER
GUI GRAPHICAL USER INTERFACE
INT INTERCOM
PB PULL-BOX (SIZED PER BICSI TDMM)
TDMM TELECOMMUNICATIONS DISTRIBUTION METHODS MANUAL
TBD TO BE DETERMINED
TYP TYPICAL
WP WEATHERPROOF
TELECOMMUNICATIONS DEVICE LEGEND TECHNOLOGY GENERAL NOTES
1. THE LOCATIONS AND ELEVATIONS OF TECHNOLOGY DEVICES SHOWN ON THESE
DRAWINGS ARE SCHEMATIC UNLESS ACTUAL DIMENSIONS ARE SHOWN ON THE
DRAWINGS. REFER TO THE ARCHITECTURAL PLANS AND OBTAIN THE APPROVAL
OF THE ARCHITECT FOR THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL
DEVICES.
2. CONTRACTOR SHALL ENSURE THAT ALL MOUNTING HEIGHTS COMPLY WITH
CURRENT ADA REQUIREMENTS.
3. ABOVE COUNTER DEVICES SHALL BE MOUNTED 8" ABOVE COUNTER OR A
MAXIMUM OF 44" AFF (TO TOP OF DEVICE).
4. PROVIDE SUPPORTS AND ANCHORING FOR PIPING, CONDUIT, DUCTS,
EQUIPMENT, AND OTHER NON-STRUCTURAL ELEMENTS. SEE SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS.
5. PROVIDE SOUND PUTTY PADS IN ALL BACK BOXES.
6. FIRESTOPPING: ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS AND
CONDUIT/SLEEVE OPENINGS SHALL BE SEALED WITH MATERIAL CAPABLE OF
PREVENTING THE PASSAGE OF FLAMES, HOT GASSES AND SMOKE WHEN
SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR ALL
APPLICABLE CODES.
7. ALL COMMUNICATIONS CONDUIT, CABLE TRAYS, LADDER RACKS AND
EQUIPMENT RACKS SHALL BE BONDED TO BUILDING GROUND SYSTEM PER NEC
250 AND ANSI/TIA-607-B.
8. LABEL ALL CLOSETS, RACKS, FRAMES, CABINETS, TERMINATION BLOCKS,
CABLES, TERMINATIONS, RACEWAYS, ETC. IN ACCORDANCE WITH ANSI/TIA-606-B.
9. ALL COMMUNICATIONS RACEWAYS AND PATHWAYS SHALL BE INSTALLED TO
MINIMIZE UNNECESSARY CABLE LENGTHS AND MAINTAIN INDUSTRY STANDARD
LENGTH LIMITATIONS FOR HORIZONTAL CABLE DISTRIBUTION (E.G. CAT.6). BASIC
LINK CABLE LENGTH SHALL NOT EXCEED 295-FT (90M) FOR UTP CABLE, 200-FT
(60M) FOR SERIES-6 COAXIAL CABLE.
10. ALL COMMUNICATIONS CABLE SHALL BE PLENUM RATED (CMP), RISER RATED
(CMR) AND UNDERGROUND RATED (WATERBLOCK) ACCORDING TO USE AND
ENVIRONMENTAL CONDITIONS.
11. PROVIDE PROTECTIVE BUSHINGS ON ALL COMMUNICATIONS CONDUITS AND
WHERE CABLING ROUTES THROUGH METAL STUDS.
12. ALL NON-ARMORED FIBER OPTIC CABLE SHALL BE INSTALLED IN APPROVED
INNERDUCT.
13. ALWAYS INSTALL LOW-VOLTAGE CABLES IN CONDUITS, CABLE TRAYS,
WIREWAYS OR OTHER APPROVED CABLE MANAGEMENT DEVICES OR SYSTEMS.
NEVER INSTALL CABLES IN SUCH A MANNER THAT THEY ARE SUPPORTED BY
CEILING SYSTEMS (CEILING TILE OR GRID, GYPSUM BOARD, LATH & PLASTER),
HVAC DUCTS OR PIPES, LIGHTING FIXTURES, ELECTRICAL CONDUITS OR
CABLES, PLUMBING/FIRE PROTECTION PIPES, OR ANY OTHER DEVICES NOT
INTENDED FOR THE SUPPORT OF LOW-VOLTAGE CABLING.
14. PROVIDE WEATHERPROOF, IN-USE COVER FOR EXTERIOR DATA DEVICES.
15. ALL CABLE TRAY MOUNTING HEIGHTS INDICATED ON FLOOR PLANS ARE TO THE
BOTTOM OF CABLE TRAY SUPPORTS.
16. SEISMIC BRACING FOR ALL CABLE TRAYS SHALL BE PROVIDED AS REQUIRED BY
CODE, LOCAL GOVERNING JURISDICTION AND CABLE TRAY MANUFACTURER
SPECIFICATIONS.
17. ALL CABLE TRAY ROUTING THROUGH ELECTRICAL ROOMS SHALL BE FULLY
ENCLOSED. REFER TO CABLE TRAY DETAILS AND SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
18. REUSABLE VELCRO TIES SHALL BE USED TO BUNDLE OR MANAGE CABLES.
PLASTIC ZIP TIES ARE NOT APPROVED FOR USE.
19. SIZE AND ORIENTATION OF ALL TELECOM PULL-BOXES SHALL MEET OR EXCEED
THE BICSI TDMM REQUIREMENTS.
20. ALL LOW-VOLTAGE CONDUIT LARGER THAN 2" SHALL HAVE A MINIMUM BEND
RADIUS OF 10:1 OF THE INSIDE DIAMETER FOR ALL ELBOWS. ALL LOW-VOLTAGE
CONDUIT 2" AND SMALLER SHALL HAVE A MINIMUM BEND RADIUS OF 6:1 OF THE
INSIDE DIAMETER FOR ALL ELBOWS.
21. ALL CONDUITS SHALL BE INSTALLED WITH PULL-STRINGS.
PATHWAY SYMBOLS LEGEND
CONDUIT CONCEALED ABOVE CEILING OR WITHIN WALL
CONDUIT BELOW GRADE
CONDUIT UP
CONDUIT DOWN
CONDUIT STUBBED OUT WITH BUSHING
NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY
CONDUIT STUBBED OUT AND CAPPED
NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY
TELECOMMUNICATIONS CABLE TRAY
TELECOMMUNICATIONS SURFACE MOUNTED RACEWAY
PULL-BOX (SIZED PER BICSI TDMM STANDARDS)
MH UNDERGROUND MANHOLE
HH UNDERGROUND HANDHOLE
J
J
WALL MOUNTED J-BOX; +18"AFF U.O.N.
CLG MOUNTED J-BOX; +06" ABOVE ACCESIBLE CLG, FLUSH IN HARD
CLG, OR TIGHT TO STRUCTURE IF CLG DOES NOT EXIST.
AFC ABOVE FINISHED CEILING
WALL MOUNTED FURNITURE FEED WITH COVER PLATE AND
FLEXIBLE WHIP; +18"AFF U.O.N.
FLOOR MOUNTED FURNITURE FEED WITH COVER PLATE AND
FLEXIBLE WHIP.
TELECOM RISER SYMBOLS LEGEND
TMGB
TGB
COPPER MAIN CROSS-CONNECT (MC)
FIBER OPTIC MAIN CROSS-CONNECT (MC)
COPPER INTERMEDIATE CROSS-CONNECT (IC)
FIBER OPTIC INTERMEDIATE CROSS-CONNECT (IC)
COPPER SERVICE TIE CROSS-CONNECT (ST)
FIBER OPTIC SERVICE TIE CROSS-CONNECT (ST)
HORIZONTAL CABLING DISTRIBUTION PATCH PANEL
CABLE SERVICE LOOP; # DENOTES LENGTH (FEET)
TELECOMMUNICATIONS MAIN GROUND BUSBAR
TELECOMMUNICATIONS GROUND BUSBAR
WALL MOUNTED TELECOM OUTLET, SUBSCRIPT '#' DENOTES
NUMBER OF CAT.6 CABLES; +18"AFF U.O.N.#
WALL PHONE OUTLET, (1) CAT.6 CABLE; +48"AFF.
W
ELEVATOR TELECOM OUTLET, (1) CAT.6 CABLE; +48"AFF U.O.N.
E
WALL MOUNTED WLAN OUTLET, (#) CAT.6 CABLE(S); +6"BFC U.O.N.
WALL MOUNTED IP CAMERA OUTLET, (1) CAT.6 CABLE; MOUNTING
HEIGHT AS INDICATED ON SECURITY SCHEDULE.
WALL MOUNTED TV OUTLET, (1) CAT.6 AND (1) RG-6 CABLE; MOUNTING
HEIGHT AS NOTED ON FLOOR PLANS.
WALL MOUNTED POINT-OF-SALE OUTLET, (#) CAT.6 CABLE(S); +18"AFF
U.O.N.
WLAN/#
CAM
TV
POS/#
WALL MOUNTED AUTOMATIC TELLER MACHINE OUTLET, (#) CAT.6
CABLE(S); +18"AFF U.O.N.ATM/#
FURNITURE MOUNTED TELECOM OUTLET, (#) CAT.6 CABLE(S);
MOUNTED WITHIN MODULAR FURNITURE SYSTEM.F/#
CAM/F
WALL MOUNTED IP CAMERA OUTLET, 2-STRAND MMFO CABLE;
MOUNTING HEIGHT AS INDICATED ON SECURITY SCHEDULE.
CEILING MOUNTED TELECOM OUTLET, (#) CAT.6 CABLE(S); MOUNTED
FLUSH IN CEILING OR TIGHT TO STRUCTURE IF CEILING DOES NOT
EXIST.#
CEILING MOUNTED WLAN OUTLET, (#) CAT.6 CABLE(S); +06" ABOVE
ACCESSIBLE CEILING, FLUSH IN HARD CEILING, OR TIGHT TO
STRUCTURE IF CEILING DOES NOT EXIST.WLAN/#
CEILING MOUNTED IP CAMERA OUTLET, (1) CAT.6 CABLE; +06" ABOVE
ACCESSIBLE CEILING, FLUSH IN HARD CEILING, OR TIGHT TO
STRUCTURE IF CEILING DOES NOT EXIST.CAM
CEILING MOUNTED TV OUTLET, (1) CAT.6 AND (1) RG-6 CABLE;
MOUNTED FLUSH IN CEILING OR TIGHT TO STRUCTURE IF CEILING
DOES NOT EXIST.TV
COMBINATION POWER/TELECOM RECESSED FLUSH FLOOR BOX, (#)
CAT.6 CABLE(S). COORDINATE INSTALLATION WITH ELECTRICAL
CONTRACTOR.
COMBINATION POWER/TELECOM POKE-THRU FLOOR BOX, (#) CAT.6
CABLE(S). COORDINATE INSTALLATION WITH ELECTRICAL
CONTRACTOR.
ELECTRONIC SAFETY & SECURITY
DEVICE LEGEND
FIXED SECURITY CAMERA
PAN-TILT-ZOON (PTZ) SECURITY CAMERA
180-DEGREE SECURITY CAMERA
REX REQUEST-TO-EXIT
CR CARD READER
KP KEYPAD
DC DOOR CONTACT
PB PANIC BUTTON
DR DOOR RELEASE BUTTON
MS
MOTION SENSOR (PIR);
ARROW INDICATES DIRECTION OF SENSOR
PCN PERSONAL COMMUNICATIONS…
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