B 113 As Built Drawings.pdf
PDF 28 MB Posted
- Attached to
- B113 Solicitation Federal contract opportunity
- Solicitation number
- W50S98
About this file
This federal contract opportunity solicitation seeks proposals for building demolition and construction services. Solicitation number W50S98 was issued by the Department of the Army Tennessee Army National Guard for the demolition of Buildings 110 and 111, and construction of a new Building 113. Offerors should submit proposals in response to the solicitation by the specified due date to be considered for award of a contract for the described scope of work. Relevant details include the opportunity type, agency involved, buildings in scope, and high-level requirement for demolition and construction services.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| OF 1419 Abstract.pdf | ||
| OF 1419 Abstract.pdf | ||
| Sign in Sheet - 23 Aug 2022 10am.pdf | ||
| Demo 110_110 Drawings GC002 003 004 005.pdf | ||
| BLDG 111 Asbestos Info.pdf | ||
| 05 40 00 Cold-formed Metal Framing 20220805.pdf | ||
| Demo Drawings CS503-506.pdf | ||
| W50S98-22-B-000100002.pdf | ||
| P-601_REVISED.pdf | ||
| REGISTER-upate 07292022.pdf | ||
| 1190113_TNANG_B113_ELEC-ADDENDUM 1-072622.pdf | ||
| W50S98-22-B-000100001.pdf | ||
| 1190113_TNANG_B113_FIRE-ADDENDUM 1-072622.pdf | ||
| 28 31 76 - updated.pdf | ||
| Pre-Bid Sign in Sheet B113.pdf | ||
| Pre-Bid Slides B113.pdf | ||
| MTANG Demo 110 and 111 drawings.pdf | ||
| Repair Building 113 Spec. Volume 2.pdf | ||
| W50S98-22-B-0001 21 July 2022.pdf | ||
| Repair Building 113 Spec. Volume 1.pdf | ||
| Repair Building 113 Drawings.pdf |
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Text version
01 MARCH 2018
134 ARW/CE
PROJECT REVIEW
DATE
DATE
DATE
DATE
DATE
DATE
ATO
SECURITY
PROJECT MANAGER
USING ORGANIZATION
ENVIRONMENTAL MANAGEMENT
COMMUNICATIONS
FIRE DEPARTMENT
DATE
DATE
GROUND SAFETY
DATE
WING / CC
DATE
CIVIL ENGINEER
DATE
CONTRACTING OFFICER
MAINTAIN INTERIOR/EXTERIOR BUILDING 113
PSXE032021
TENNESSEE AIR NATIONAL GUARD
MAINTAIN INTERIOR/EXTERIOR BUILDING 113
PSXE032021
TENNESSEE AIR NATIONAL GUARD
RECORD DRAWINGSRECORD DRAWINGS
INDEX
D R
A W
IN
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L
IS
T, N
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N D
L O
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PROJECT CONTACTS
DRAWING LIST
LOCATION MAP
CONSTRUCTION ACCESS ROUTE
BASE ACCESS NOTES:
CONSTRUCTION SITE VIEW
FRONT GATE
ENTRANCE
GENERAL NOTES
BUILDING 113
CONTRACTOR LAYDOWN
AND PARKING AREA
BUILDING 113
FIRE PROTECTION PHASING PLAN
PUMP HOUSE
BUILDING 340
BUILDING 126
BUILDING 246
BUILDING 102
SHOP EQUIPMENT PHASING PLAN
EXISTING BUILDING DRAWINGS
H
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GENERAL NOTES:
LEGEND
PUMP HOUSE BUILDING 340
HANGAR BUILDING 113
PUMP HOUSE NOTES:
C0.1
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LEGEND
PARKING LOT NOTES:
ATFP NOTES:
PUMP HOUSE BUILDING 340
HANGAR BUILDING 113
PUMP HOUSE NOTES:
C1.1
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C1.2
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LEGEND
PUMP HOUSE BUILDING 340
HANGAR BUILDING 113
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C3.1
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TEMPORARY CONSTRUCTION BARRIER FENCING
NOT TO SCALE
A1
NOTE:
TYPICAL BOLLARD
FIXED BOLLARD
NOT TO SCALE
K1
F10
MECHANICAL UNIT CONCRETE PAD CONCRETE PAD AT EXISTING
NOT TO SCALE
F6
*TYPICAL PLACEMENT AT CORNERS
A10
GENERATOR CONCRETE PAD
GENERATOR NOTE:
SECTION
SECTION
SANITARY SEWER CLEANOUT
NOT TO SCALE
F1
SECTION
NEW ASPHALT PAVEMENT
K7
O15
HANDICAP SYMBOL
SECTION
K15
DUMPSTER CONCRETE PAD
O10
CONCRETE PAD
SECTION
SIDEWALK
A15
F15
CONCRETE PAVEMENT
SECTION
SIDEWALK JOINTS
TYPICAL SECTION
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C3.2
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COMMUNICATIONS TOWER BASE
NOT TO SCALE
A1
PLAN VIEW
SECTION VIEW
NOTES:
SITE CONCRETE SPECIFICATION
NOT TO SCALE
K1
ASPHALT PATCH AT BUILDING
NOT TO SCALE
A7
SANITARY SEWER FORCE MAIN CONNECTION
NOT TO SCALE
K7
NOTES:
RIVER SLICKS HARDSCAPE
NOT TO SCALE
K14
SITE CONCRETE SPECIFICATION
CONCRETE CURB
NOT TO SCALE
A14
NOTES:
NOTES:
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C3.3
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ENLARGED SITE PLAN VIEW
SCALE: 3/8" = 1'-0"
A1
PLAN
SECTION A-A
HANDRAIL POST CONNECTION
HANDRAIL AND POST NOTES
HANDRAIL
NOT TO SCALE
L15SIDEWALK DETAILS
SCALE AS NOTED
L1
SECTION B-B
SIDEWALK JOINTS
U S
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C3.4
D E
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CJS
SOUTH MAN GATE WITH CIPHER LOCK
NOT TO SCALE
A1
FENCING NOTES:
WARNING
CONTROLLED AREA
WARNING
CONTROLLED AREA
ELEVATION VIEW FROM PUBLIC SIDE
CIPHER LOCK NOTES:
PUBLIC SIDE
SECURE SIDE
NEW POST DETAIL
ELEVATION VIEW FROM SECURE SIDE
PLAN VIEW
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C3.5
D E
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NORTH MAN GATE WITH CIPHER LOCK
NOT TO SCALE
A1
CIPHER LOCK NOTES:
PUBLIC SIDE
SECURE SIDE
PLAN VIEW
WARNING
CONTROLLED AREA
ELEVATION VIEW FROM PUBLIC SIDE
ANG
FENCING NOTES:
ELEVATION VIEW FROM SECURE SIDE
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C3.6
D E
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ENLARGED VIEW - NEW CONCRETE PAVEMENT AT HANGAR BAY DOORS
SCALE = 3/16" = 1'-0"
A1
GENREAL NOTES:
SECTION A-A
GENERAL NOTES:
SAWCUT CONTRACTION JOINT
NOT TO SCALE
L1
SILICONE JOINT SEALANT AND BACKER ROD NOTES:
FULL DEPTH REPAIR
SCALE AS NOTED
L7
EXISTING DOWEL NOTES:
FD
FDFDFD
PUMP HOUSE MODIFICATIONS - SECTION B-B
SCALE: 3/8" = 1'
A1
PUMP HOUSE MODIFICATIONS - PLAN VIEW
SCALE: 3/8" = 1'
H1
PUMP HOUSE MODIFICATIONS - SECTION C-C
NOT TO SCALE
A8
PUMP HOUSE MODIFICATIONS - SECTION A-A
NOT TO SCALE
H8 LEGEND & NOTES
SCALE: NONE
H15
1'-5" 4'-2"
NOTES:
LEGEND:
C3.7
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P U
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4'-2"
EXISTING
PROPOSED
1'-5"4'-8"
EXISTING PROPOSED
1'-5"
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NOTES:
SECTION B-BSECTION A-A
A1
CATCH BASIN
A11
DOWNSPOUT CONNECTION
K1
HDPE PIPE BEDDING
NOTES:
PIPE UNDER ASPHALT PAVEMENT
NOTES
HEAVY DUTY ASPHALT PAVEMENT
K11
ASPHALT PAVEMENT SECTION
C3.8
S
TO
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HDPE STORM PIPE:
K16 HDPE PIPE SPECIFICATION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
A
B
C
D
E
F
G
H
J
K
L
M
1 1
1'-4" 3'-4"
EXISTING DOUBLE
DOOR TO BE
DEMOLISHED
1 3
32'-6 1/8" V.I.F. 0'-4" 0'
-3
/2
'-8
V
.I.
F
4'-0" 17'-8" 13'-0"
ACCESS AND OPERATION OF LARGE
HEAT TREAT OVEN MUST BE
MAINTAINED AT ALL TIMES DURING
DEMOLITION AND CONSTRUCTION.
SUPPORT UTILITIES INCLUDING
LIGHTING AND POWER SHALL BE
MAINTAINED AS WELL. COORDINATE
WITH ENGINEER DRAWINGS AND
CONTRACTING OFFICER.
HANGAR BAY CONTAINS TWO (2) DROPPED
CEILINGS. BOTH CEILINGS ARE TO BE
DEMOLISHED.
ALL EXISTING HANGAR BAY STRUCTURE TO
REMAIN SHALL BE CLEANED AND PREPPED TO
RECEIVE NEW PAINT. EXISTING HANGAR BAY
STRUCTURE PAINT IS KNOWN TO CONTAIN LEAD.
REFER TO LEAD/ACM REPORTS IN SPEC.
3' -4
0'
-4
2' -0
REMIOVE WAINSCOAT
AS NECESSARY TO
INSTALL LOCKERS
SEE A7.3 FOR MINOR DEMOLITION
ASSOCIATED WITH HANGAR
DOORS
SEE ENGINEERING DRAWINGS
FOR LOCATION OF EQUIPMENT
APPROXIMATE LOCATION
OF EXISTING ELECTRICAL
PANEL TO BE REMOVED.
SEE ELECTRICAL FOR
LOCATION OF NEW PANELS.
TYP.
TYP. SEE A1.1 FOR
WALLS TO REMAIN
COORDINATE DEMOLITION OF CEILING AND
ROOF IN AIRCRAFT BAY 101 WITH EXISTING FALL
ARREST SYSTEM AND CEILING FANS. FALL
ARREST SYSTEM STRUCTURE IS TO REMAIN IN
PLACE. CEILING FANS MAY BE REQUIRED TO BE
REMOVED DURING DEMOLITION AND MUST BE
REINSTALLED IN SAME LOCATION AFTER ALL
DEMOLITION AND CONSTRUCTION HAS BEEN
COMPLETED. CONTRACTOR SHALL PHOTO
DOCUMENT EXISTING FALL ARREST SYSTEM
PRIOR TO DEMOLITION.
3 3
5 5 5 5 53 3 3
RELOCATE EXISTING DOOR,
FRAME, AND HARDWARE
INCLUDING CIPHER LOCK TO 102
TOOL CRIB
151515
14 14 14 14
151515
WALL, WINDOW, AND DOOR TO BE
DEMOLISHED TO ACCOMODATE
REMOVAL OF EQUIPMENT ITEM #86
PRESS BRAKE POWERED
16 16
EXISTING LOCKER
LOCATIONS, TYP.ROOF LINE ABOVE
EXISTING ELECTRICAL
COMPONENTS. SEE
DEMOLITION ELEVATIONS FOR
DETAILS.
SEE A1.1
24'-9 1/2"V.I.F.
TO REMAIN
8'-8"
AD1.3
AD1.3
AD1.4 2
AD1.41
5'-4 31/32"
EXISTING TRENCH DRAIN TO REMAIN
REMOVE EXISTING
TRANSFORMER AND
ASSOCIATED CONDUIT; SEE
ELECTRICAL.REMOVE CONDENSER UNIT
AND ASSOCIATED CONDUIT;
SEE MECHANICAL.
REMOVE CONDENSER UNIT
AND ASSOCIATED CONDUIT;
SEE MECHANICAL.
DEMOLISH EXISTING CANOPY
AND STRUCTURE
DEMOLITION KEYNOTES
DEMOLITION NOTES
A. COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS
PERTAINING TO SAFETY OF PRESONS, PROPERTY, AND ENVIRONMENTAL PROTECTION.
B. PROVIDE AND MAINTAIN TEMPORARY BARRICADES, LIGHTING, AND GUARDRAILS AS
REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF
BUILDING AND WORKERS.
C. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF
DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON
COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH
ADJACENT SURFACES.
D. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED
AREAS AT NO COST TO THE GOVERNMENT.
E. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND
OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.
F. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND
FIXTURES AS REQUIRED FOR NEW WORK.
G. REMOVE ABANDONED HVAC EQUIPEMNT, INCLUDING DUCT WORK.
H. REMOVE ABANDONED ELECTRICAL, TELEPHONE, AND DATA CABLING AND DEVICES
UNLESS OTHERWISE NOTED.
I. REMOVE EXISTING FLOOR FINISHES AS REQUIRED AND PREPARE SUBFLOOR AS
REQUIRED FOR NEW FLOOR FINISHES PER MANUFACTURER RECOMMENDATIONS.
J. COORDINATE WITH MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION
DOCUMENTS FOR SYSTEMS TO BE REMOVED AND SYSTEMS CRITICAL FOR
CONTINUOUS OPERATION.
K. COORDINATE DEMOLITION OF CEILING AND ROOF IN AIRCRAFT BAY 101 WITH EXISTING
FALL ARREST SYSTEM AND CEILING FANS. FALL ARREST SYSTEM AND FANS TO BE
REINSTALLED AFTER ALL DEMOLITION AND/OR CONSTRUCTION HAS BEEN COMPLETED.
CONTRACTOR SHALL PHOTO DOCUMENT EXISTING FALL ARREST PRIOR TO
DEMOLITION.
L. DEMOLISH ALL EXISTING METAL ROOF PANELS, SOFFITS, GUTTERS, DOWNSPOUTS,
AND ACCESSORIES ATTACHED TO THE EXISTING ROOF INCLUDING VENTS AND
ANTENNAS.
M. DASHED LINES INDICATE MATERIALS AND ELEMENTS TO BE REMOVED. CONTRACTOR
IS ADVISED THAT NEW CONSTRUCTION MAY REQUIRE DEMOLITION NOT ILLUSTRATED
BY THIS DRAWING. SHOULD ADDITIONAL DEMOLITION BE REQUIRED TO ACCOMPLISH
NEW CONSTRUCTION, THIS SHALL NOT RESULT IN ADDITIONAL COST TO THE
GOVERNMENT.
N. COORDINATE EXACT LOCATIONS OF MATERIALS REMOVAL WITH OTHER CONTRACT
DOCUMENTS. FOR CLARITY, DIMENSIONS ARE NOT DUPLICATED. SEE A1.1
O. WHERE MATERIALS ARE REMOVED, PATCH FLOOR SLAB, STRUCTURE, AND ADJACENT
CONSTRUCTION TO REMAIN AS REQUIRED. PATCH SHALL MATCH EXISTING ADJACENT
AREAS.
P. ALL COLUMN LINES ARE BASED ON EXISTING DRAWINGS AND ARE FOR REFERENCE
ONLY.
Q. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ENVIRONMENTAL PROTECTION
AGENCY GUIDELINES AND APPLICABLE STATE/FEDERAL REGULATIONS FOR HANDLING
LEAD-BASED PAINT AND ACM.
DEMOLITION LEGEND
## KEY NOTE
EXISTING CONSTRUCTION TO BE
DEMOLISHED
EXISTING CONSTRUCTION TO BE
REMAIN
LEAD PAINT AND ASBESTOS CONTAINING MATERIAL HAVE BEEN IDENTIFED IN THE EXISTING
BUILDING. FOR LOCATIONS FOR BOTH MATERIALS, REFER TO LEAD PAINT CHIP ANALYSIS
REPORT AND ASBESTOS SAMPLING REPORT INCLUDED IN THE PROJECT SPECIFICATIONS.
BOTH REPORTS ARE BASED ON LIMITED SAMPLING AND IN NO WAY SHOULD BE CONSTRUED AS
A COMPLETE OR FINAL EVALUATION OF THE HAZARDOUS MATERIALS IN THE EXISTING
BUILDING.
EXISTING LEAD AND ACM
CONTRACTORS SHALL REMOVE AND REPLACE ALL EXISTING CAULK IN ENTIRE BUILDING.
EXISTING CAULK
PROJ. NO.:
DATE:
DRAWN:
CHECKED:
W e s t B e s s e m e r S t.
A lc o a
TN
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11.20.2015
PSXE032021
AD1.1
MP
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SCALE: 1/8" = 1'-0"AD1.1
1 Demolition Plan
Tag Note
19 DEMOLISH EXISTING MODIFIED BITUMEN ROOF TO EXISTING METAL DECK.
SEE A5.2 FOR DEMOLITION DETAILS.
20 DEMOLISH VENTILATOR
21 DEMOLISH ROOF EXHAUST UNIT
22 DEMOLISH ROOF EXHAUST FAN. SEE SPECIALTIES FOR SURFACE
PREPARATION REQUIREMENTS.
23 DEMOLISH EXISTING VENT STACK. SEE SPECIALTIES FOR SURFACE
PREPARATION REQUIREMENTS.
24 REMOVE ALL PAINT AND CLEAN EXISTING EXTERIOR METAL TRUSS TO
RECEIVE NEW PAINT. SEE SPECIALTIES FOR SURFACE PREPARATION
REQUIREMENTS.
25 REMOVE ALL LOOSE PAINT AND CLEAN EXISTING CONCRETE
26 REMOVE ALL PAINT AND CLEAN EXISTING EXTERIOR ROOF ACCESS LADDER
TO RECEIVE NEW PAINT
27 DEMOLISH EXISTING LOUVER AND WALL REQUIRED TO ALLOW FOR NEW
LOUVER. SEE A2.1 AND MECHANICAL DRAWING FOR SIZE AND LOCATION. SEE
SPECIALTIES FOR SURFACE PREPARATION REQUIREMENTS.
28 DEMOLISH EXISTING WINDOWS AND INFILL
29 REMOVE ALL PAINT AND CLEAN EXISTING EXTERIOR METAL SIGNAGE AND
BACKGROUND. SEE SPECIFICATIONS FOR SURFACE PREPARATION
REQUIREMENTS. (2) "S" LETTERS IN "TENNESSEE" SHALL BE CAREFULLY
REMOVED AND ROTATED 180° TO BE RIGHT-SIDE UP.
30 CLEAN ALL EXISTING EXTERIOR CMU WALLS TO REMOVE LOOSE PAINT AND
DEBRIS.
31 CLEAN AND REFINISH ALL EXISTING EXTERIOR HANGAR DOORS. SEE SPEC
FOR SURFACE PREP REQUIREMENTS.
32 DEMOLISH EXISTING RAISED CONCRETE EQUIPMENT PAD
Tag Note
1 DEMOLISH WALL
2 DEMOLISH WALL TO ACCOMMODATE NEW DOOR AND FRAME; SEE DOOR
SCHEDULE FOR SIZE
3 DEMOLISH DOOR AND DOOR FRAME
4 DEMOLISH OVERHEAD DOOR, FRAME, AND ALL ASSOCIATED COMPONENTS.
CONTRACTOR TO COORDINATE DEMOLITION WITH NEW OVERHEAD DOOR.
5 DEMOLISH WINDOW AND FRAME
6 DEMOLISH PARTITIONS, BATHROOM FLOOR FINISHES, BATHROOM WALL
FINISHES, AND BATHROOM ACCESSORIES
7 DEMOLISH CASEWORK AND COUNTERTOPS
8 DEMOLISH CHIMNEY INCLUDING FOUNDATION
9 DEMOLISH CEILINGS
10 DEMOLISH PLYWOOD WALLS
11 DEMOLISH LOCKERS
12 EXISTING WALL PANELS AND INSULATION TO BE DEMOLISHED FOR ALL WALL
PANELS.
13 DEMOLISH PLUMBING FIXTURES
14 DEMOLISH GYPSUM BOARD; WALL STRUCTURE TO REMAIN
15 DEMOLISH METAL PANEL; WALL STRUCTURE TO REMAIN
16 DEMOLISH ALL GUTTERS AND DOWNSPOUTS. SEE SPECIALTIES FOR
SURFACE PREPARATION REQUIREMENTS.
17 DEMOLISH ALL EXISTING METAL CANOPY PANELS DOWN TO STRUCTURE.
REPLACE WITH NEW METAL WALL AND ROOF PANELS.
18 DEMOLISH EXISTING METAL ROOF TO EXISTING METAL DECK
THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON
INFORMATION PROVIDED BY OTHERS. THE ARCHITECT IS UNDER NO
OBLIGATION OR DUTY TO VERIFY THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND HAS NOT DONE SO.
THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
03/16/2018
RECORD DRAWINGS
EXISTING METAL ROOF SEAM, TYPICAL.
DEMOLISH DOUBLE EXISTING
METAL ROOF TO EXISTING
STRUCTURE. SEE A5.2 FOR
DEMOLITION DETAILS.
222222
DEMOLISH EXISTING CANOPY
AND STRUCTURE
ROOF DEMOLITION PLAN NOTES
A. ALL EXISTING MECHANICAL, ELECTRICAL, COMMUNICATIONS, AND PLUMBING ROOF
PENETRATIONS AND EQUIPMENT NOT TO REMAIN IN THE PROJECT SHALL BE
DEMOLISHED. COORDINATE WITH MECHANICAL, ELECTRICAL, COMMUNICATIONS, AND
PLUMBING DRAWINGS.
B. CONTRACTOR IS ADVISED THAT ALL PENETRATIONS AND EXISTING ITEMS MAY NOT BE
ILLUSTRATED. CONTRACTOR SHALL VERIFY AS REQUIRED PRIOR TO BIDDING. NO
INCREASE IN THE CONTRACT PRICE SHALL BE ALLOWED FOR DEMOLITION ITEMS NOT
ILLUSTRATED BUT NECESSARY AND REQUIRED TO ACCOMPLISH NEW CONSTRUCTION.
C. DEMOLISH ALL EXISTING METAL ROOF PANELS, SOFFITS, GUTTERS, DOWNSPOUTS,
AND ACCESSORIES ATTACHED TO THE EXISTING ROOF INCLUDING VENTS AND
ANTENNAS.
D. DEMOLISH ALL EXISTING METAL ROOF PANELS, SOFFITS, GUTTERS, DOWNSPOUTS,
AND ACCESSORIES ATTACHED TO THE EXISTING ROOF INCLUDING VENTS AND
ANTENNAS.
DEMOLITION KEYNOTESDEMOLITION LEGEND
## KEY NOTE
EXISTING CONSTRUCTION TO BE
DEMOLISHED
EXISTING CONSTRUCTION TO BE
REMAIN
LEAD PAINT AND ASBESTOS CONTAINING MATERIAL HAVE BEEN IDENTIFED IN THE EXISTING
BUILDING. FOR LOCATIONS FOR BOTH MATERIALS, REFER TO LEAD PAINT CHIP ANALYSIS
REPORT AND ASBESTOS SAMPLING REPORT INCLUDED IN THE PROJECT SPECIFICATIONS.
BOTH REPORTS ARE BASED ON LIMITED SAMPLING AND IN NO WAY SHOULD BE CONSTRUED AS
A COMPLETE OR FINAL EVALUATION OF THE HAZARDOUS MATERIALS IN THE EXISTING
BUILDING.
EXISTING LEAD AND ACM
PROJ. NO.:
DATE:
DRAWN:
CHECKED:
W e s t B e s s e m e r S t.
A lc o a
TN
p h fa x
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SHEET NO.
R E V
IS
IO
N S
D A T E
C O R
4th
A
IR
R E
EL
IN
G
W
IN
G
FU
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
S.
G ay S tre et
, S ui te
Kn ox vi lle , T
N t.
5.
5.
f
. 8
.5
.2 em ai l:
in fo
EE
Ar ch ite ct ur e.
co m
RECORD
DRAWINGS
11.20.2015
PSXE032021
AD1.2
MP
PO
R O
O F D
E M
O L
IT
IO
N
P L A
N
T H
A
IR
R E
F U
E L
IN
G W
IN
G
M A
IN
T A
IN
I
N T E
X T B
L D
G
A lc o a T e n n e s s e e
M A
IN
T A
IN
I
N T E
R
IO
R E
X T E
R
IO
R B
U
IL
D
IN
G
A lc o a T e n n e s s e e
SCALE: 1/8" = 1'-0"AD1.2
1 Roof Demolition Plan
Tag Note
19 DEMOLISH EXISTING MODIFIED BITUMEN ROOF TO EXISTING METAL DECK.
SEE A5.2 FOR DEMOLITION DETAILS.
20 DEMOLISH VENTILATOR
21 DEMOLISH ROOF EXHAUST UNIT
22 DEMOLISH ROOF EXHAUST FAN. SEE SPECIALTIES FOR SURFACE
PREPARATION REQUIREMENTS.
23 DEMOLISH EXISTING VENT STACK. SEE SPECIALTIES FOR SURFACE
PREPARATION REQUIREMENTS.
24 REMOVE ALL PAINT AND CLEAN EXISTING EXTERIOR METAL TRUSS TO
RECEIVE NEW PAINT. SEE SPECIALTIES FOR SURFACE PREPARATION
REQUIREMENTS.
25 REMOVE ALL LOOSE PAINT AND CLEAN EXISTING CONCRETE
26 REMOVE ALL PAINT AND CLEAN EXISTING EXTERIOR ROOF ACCESS LADDER
TO RECEIVE NEW PAINT
27 DEMOLISH EXISTING LOUVER AND WALL REQUIRED TO ALLOW FOR NEW
LOUVER. SEE A2.1 AND MECHANICAL DRAWING FOR SIZE AND LOCATION. SEE
SPECIALTIES FOR SURFACE PREPARATION REQUIREMENTS.
28 DEMOLISH EXISTING WINDOWS AND INFILL
29 REMOVE ALL PAINT AND CLEAN EXISTING EXTERIOR METAL SIGNAGE AND
BACKGROUND. SEE SPECIFICATIONS FOR SURFACE PREPARATION
REQUIREMENTS. (2) "S" LETTERS IN "TENNESSEE" SHALL BE CAREFULLY
REMOVED AND ROTATED 180° TO BE RIGHT-SIDE UP.
30 CLEAN ALL EXISTING EXTERIOR CMU WALLS TO REMOVE LOOSE PAINT AND
DEBRIS.
31 CLEAN AND REFINISH ALL EXISTING EXTERIOR HANGAR DOORS. SEE SPEC
FOR SURFACE PREP REQUIREMENTS.
32 DEMOLISH EXISTING RAISED CONCRETE EQUIPMENT PAD
Tag Note
1 DEMOLISH WALL
2 DEMOLISH WALL TO ACCOMMODATE NEW DOOR AND FRAME; SEE DOOR
SCHEDULE FOR SIZE
3 DEMOLISH DOOR AND DOOR FRAME
4 DEMOLISH OVERHEAD DOOR, FRAME, AND ALL ASSOCIATED COMPONENTS.
CONTRACTOR TO COORDINATE DEMOLITION WITH NEW OVERHEAD DOOR.
5 DEMOLISH WINDOW AND FRAME
6 DEMOLISH PARTITIONS, BATHROOM FLOOR FINISHES, BATHROOM WALL
FINISHES, AND BATHROOM ACCESSORIES
7 DEMOLISH CASEWORK AND COUNTERTOPS
8 DEMOLISH CHIMNEY INCLUDING FOUNDATION
9 DEMOLISH CEILINGS
10 DEMOLISH PLYWOOD WALLS
11 DEMOLISH LOCKERS
12 EXISTING WALL PANELS AND INSULATION TO BE DEMOLISHED FOR ALL WALL
PANELS.
13 DEMOLISH PLUMBING FIXTURES
14 DEMOLISH GYPSUM BOARD; WALL STRUCTURE TO REMAIN
15 DEMOLISH METAL PANEL; WALL STRUCTURE TO REMAIN
16 DEMOLISH ALL GUTTERS AND DOWNSPOUTS. SEE SPECIALTIES FOR
SURFACE PREPARATION REQUIREMENTS.
17 DEMOLISH ALL EXISTING METAL CANOPY PANELS DOWN TO STRUCTURE.
REPLACE WITH NEW METAL WALL AND ROOF PANELS.
18 DEMOLISH EXISTING METAL ROOF TO EXISTING METAL DECK
THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON
INFORMATION PROVIDED BY OTHERS. THE ARCHITECT IS UNDER NO
OBLIGATION OR DUTY TO VERIFY THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND HAS NOT DONE SO.
THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
REF.REF.REF.REF.
R E
F
FD
Occ:
762 SF
S
TOOL
CRIB
Occ:
864 SF
S
MECH /
ELEC
Occ:
1133 SF
AU
FLIGHT
LINE
Occ:
503 SF
B
FLIGHT
CHIEF
Occ:
32 SF
S
STORAGE
Occ:
44 SF
S
COMM
Occ:
722 SF
AU
BREAK
ROOM
Occ:
595 SF
AH
NOSE BAY
Occ:
391 SF
B
ISO DOCK
Occ:
117 SF
S
COMM
Occ:
192 SF
B
CSO
OFFICE
Occ:
437 SF
B
SUPPLY
Occ:
269 SF
N/A
CORRIDOR
Occ:
118 SF
B
SUPPLY
OFFICE
Occ:
1254 SF
IN
CORROSION
CONTROL
Occ:
153 SF
B
OFFICE
Occ:
181 SF
B
OFFICE
Occ:
163 SF
B
OFFICE
Occ:
1720 SF
IN
MACHINE
SHOP
Occ:
972 SF
IN
SHEETMETAL
SHOP
Occ:
546 SF
IN
WELDING
SHOP
Occ:
168 SF
N/A
CORRIDOR
Occ:
326 SF
N/A
CORRIDOR
Occ:
21284 SF
AH
AIRCRAFT
BAY
Occ:
838 SF
N/A
MEN'S
LOCKER
ROOM
Occ:
25 SF
S
JANITOR
Occ:
383 SF
N/A
MEN'S
RESTROOM
Occ:
171 SF
N/A
WOMEN'S
RESTROOM
Occ:
158 SF
N/A
WOMEN'S
LOCKER
ROOM
6'
FEC
FE
C
FE
C
FEC
FEC
FEC
FEC
FE
C
FE
C
FEC
FE
C
FE
C
FEC
FE
C
ROOF, ABOVE
Occ:
106 SF
S
STORAGE
Occ:
166 SF
B
COMP.
TRAINING
ROOM
75'
82'
Occ:
21 SF
N/A
CLOSET
EYE
WASH
EYE
WASH
EYE
WASH
SEE ENGINEERING
DRAWINGS FOR LOCATION
OF EQUIPMENT
EXISTING CMU WALL TO BE 1-HOUR FIRE-RATED
PER UL #U905. ALL PENETRATIONS SHALL BE FIRE
CAULKED WITH UL APPROVED MATERIAL, TYP. AT
ALL LOCATIONS IN 101 ARICRAFT BAY AND 117
NOSE BAY. SEE 6/A5.3 FOR ARCH TRUSS POCKET
INFILL.
EXISTING CMU WALL TO BE 1-HOUR FIRE-RATED
PER UL #U905. ALL PENETRATIONS SHALL BE FIRE
CAULKED WITH UL APPROVED MATERIAL, TYP. AT
ALL LOCATIONS IN 101 ARICRAFT BAY AND 117
NOSE BAY. SEE 6/A5.3 FOR ARCH TRUSS POCKET
INFILL.
EXISTING METAL STUD/GIRT WALL W/ GYP BD INTERIOR
AND CORRUGATED METAL PANEL ON EXTERIOR.
SEE A1.1 FOR ADDITIONAL MATERIALS REQUIRED TO
CREATE A 1 HOUR FIRE-RATED ASSEMBLY. ALL
PENETRATIONS SHALL BE FIRE CAULKED WITH UL
APPROVED MATERIAL, TYP. AT ALL LOCATIONS IN 101
ARICRAFT BAY AND 117 NOSE BAY
HD
L
F
L
F
F
F
F
FF
FF
FF
F
F
F
F
FF
F
F
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
LL
L
L
L
LL
L
L
L
L
L
L
L
L L
L
L
L
L
L
L
L
L
L
LL
L
L
L
HDHD
L
HD
L
L
L
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
HD
A0.2
Occ:
1269 SF
OPEN
SHOP
HD
TRANSFORMER;
SEE ELECTRICAL
HD
ACCESSORY STORAGE AREAS, MECHANICAL AND
EQUIPMENT ROOMS (300 GROSS)
S
AIRCRAFT HANGER (500 GROSS)
ASSEMBLY - UNCONCENTRATED (TABLES &
CHAIRS) (15 NET)
INDUSTRIAL AREAS (100 GROSS)
AH
AU
B
IN
LIFE SAFETY LEGEND
F FIRE ALARM PULL
L FIRE ALARM
AUDIO/VISUAL
FIRE EXTINGUISHER CABINET
EXIT LIGHT
EXIT OCCUPANT LOAD
(2009 IBC TABLE 1003.1)
EXIT CAPACITY ALLOWED
FEC
FLOOR AREA ALLOWANCES: FUNCTION (OCCUPANT
LOAD FACTOR)
BUSINESS (100 GROSS)
ROOM NAME
X Occ.: ## ### S.F.
ROOM NAME
ROOM NUMBER
OCCUPANCY TYPE
OCCUPANCY
NUMBER
ROOM AREA
27'
PATH OF TRAVEL
DISTANCE TO EXIT
L FIRE ALARM VISUAL
HD HEAT DETECTOR
EYE WASH STATION
CODE INFORMATION
PRIMARY OCCUPANCY: S-1 MODERATE HAZARD
STORAGE - AIRCRAFT HANGAR (STORAGE &
REPAIR) BUSINESS AREAS ARE AN ACCESSORY
OCCUPANCY.
CONSTRUCITON TYPE: II-B, SPRINKLERED
ALLOWABLE HEIGHT: 55'-0" + 20'-0" FOR
AUTOMATIC SPRINKLER
INCREASE = 75'-0"
ACTUAL HEIGHT: 50'-4"
ALLOWABLE AREA: 17,500 S.F. PERMITTED
+ 13,125 S.F. FOR
FRONTAGE INCREASE +
52,500 S.F. FOR
AUTOMATIC SPRINKLER
INCREASE = 83,125 S.F.
ACTUAL AREA: 38,420 S.F.
OCCUPANCY GROUP: S-1
OCCUPANCY AREA: 38,420 S.F.
OCCUPANCY LOAD: 256
WATER CLOSETS
MALE: 1 FIXTURE PER 100
FEMALE: 1 FIXTURE PER 100
LAVATORIES
MALE: 1 FIXTURE PER 100
FEMALE: 1 FIXTURE PER 100
80/20 MALE/FEMALE DISTRIBUTION (IBC 2012)
WATER CLOSETS
MALE (201): STANDARD 1
ACCESSIBLE 1
FEMALE (50): STANDARD 0
ACCESSIBLE 1
LAVATORIES
MALE: 2
FEMALE: 1
MINIMUM REQUIRED PLUMBING COUNT
2012 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2008 NFPA ELECTRICAL CODE
2012 INTERNATIONAL EXISTING BUILDING CODE
2012 INTERNATIONAL FIRE CODE
2012 INTERNATIONAL FUEL GAS CODE
2012 INTERNATIONAL MECHANICAL CODE
2012 INTERNATIONAL PLUMBING CODE
MAXIMUM TRAVEL DISTANCE (IBC 2012 1016.2): 250'-
0"
MAXIMUM DEAD END CORRIDOR (IBC 2012 1018.4):
50'-0"
MINIMUM NUMBER OF EXITS (IBC 2012 1021.2): 2
STORAGE
BUSINESS
Fire Resistance Ratings - ANSI/UL 263
See General Information for Fire Resistance Ratings - ANSI/UL Design No. U423
February 25, 2014
Bearing Wall Ratings — 45 min, 1, 1-1/2 or 2 Hr (See Items 5 & 7) Load Restricted for Canadian Applications — See Guide BXUV7 1. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 0.0329 in., bare metal thickness (No. 20 MSG) corrosion-protected steel, that provide a sound structural connection between steel studs and adjacent assemblies such as floors, ceilings and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC.
2. Steel Studs — Min 0.0329 in., bare metal thickness (No. 20 MSG) corrosion-protected steel studs, min 3-1/2 in. wide, cold formed, designed in accordance with the current edition of the Specification for the Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute (AISI). All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing shall not exceed 24 in. OC. Studs attached to floor and ceiling runners with 1/2 in. long Type S-12 steel screws on both sides of the studs or by welded or bolted connections designed in accordance with the AISI specifications.
3. Lateral Support Members — (Not shown) — Where required for lateral support of studs, support shall be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system.
UL #U423
5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered when load is reduced to 90 percent of max stud capacity. When load is at 100 percent, horizontal edge joints and horizontal butt joints on opposite sides of studs staggered a min of 12 in. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in.
When used in widths other than 48 in., gypsum panels to be installed horizontally.
The thickness and number of layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr, and 2 hr ratings are as follows:
6. Fasteners — (Not shown) — For use with Item 5 - Type S-12 steel screws used to attach panels to runners (Item 1 or 1A) and studs (Item 2 or 2A) or furring channels (Item 8). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8
in. OC when panels are applied horizontally, or 12 in. OC when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in. and 5/8 in. thick panels or 2-1/4 in.
long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three-layer systems: First layer- 1 in. long for 1/2 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in.
long for 1/2 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below.
7. Batts and Blankets* — (Required as indicated under Item 5) — Nom 2 in. thick mineral wool batts, friction fitted between studs and runners. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.
9. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layers. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges.
*Bearing the UL Classification Mark
@Rating applicable when Batts and Blankets (Item 7) are used.
Fire Resistance Ratings - ANSI/UL 263
See General Information for Fire Resistance Ratings - ANSI/UL 263
Design No. U905
September 30, 2010
Bearing Wall Rating — 2 HR.
Nonbearing Wall Rating — 2 HR Load Restricted for Canadian Applications
— See Guide BXUV7
1. Concrete Blocks* — Various designs. Classification D-2 (2 hr).
See Concrete Blocks category for list of eligible manufacturers.
2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered.
3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1).
4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification.
5. Foamed Plastic* — (Optional-Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).
THE DOW CHEMICAL CO — Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP)
*Bearing the UL Classification Mark
UL #U905
PROJ. NO.:
DATE:
DRAWN:
CHECKED:
W e s t B e s s e m e r S t.
A lc o a
TN
p h fa x
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SHEET NO.
R E V
IS
IO
N S
D A T E
C O R
4th
A
IR
R E
EL
IN
G
W
IN
G
FU
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
S.
G ay S tre et
, S ui te
Kn ox vi lle , T
N t.
5.
5.
f
. 8
.5
.2 em ai l:
in fo
EE
Ar ch ite ct ur e.
co m
RECORD
DRAWINGS
11.20.2015
PSXE032021
A0.1
MP
PO
L
IF
E S
A F E
T Y P
L A
N
T H
A
IR
R E
F U
E L
IN
G W
IN
G
M A
IN
T A
IN
I
N T E
X T B
L D
G
A lc o a T e n n e s s e e
M A
IN
T A
IN
I
N T E
R
IO
R E
X T E
R
IO
R B
U
IL
D
IN
G
A lc o a T e n n e s s e e
SCALE: 1/8" = 1'-0"A0.1
1 Life Safety Plan
SCALE: N.T.S.A0.1
2 Key Plan
THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON
INFORMATION PROVIDED BY OTHERS. THE ARCHITECT IS UNDER NO
OBLIGATION OR DUTY TO VERIFY THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND HAS NOT DONE SO.
THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
SUPPLY OFFICE
CORROSION
CONTROL
OFFICE
OFFICE
OFFICE
MACHINE SHOP
SHEETMETAL
SHOP
WELDING SHOP
FE
C
FE
C
FE
C
FEC
FEC
FEC
FE
C
FE
C
FE
C
D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
STORAGE
COMP.
TRAINING ROOM
D.S.
4 LATHE
5 LATHE
11 CNC
MILL
1 MILL
2 MILL
38 BELT
SANDER
41 SMALL
HEAT TREAT
OVEN
37 ROD
OVEN
DOWN
DRAFT
TABLE
40 LARGE
HEAT TREAT
OVEN
ROTEX
PUNCH
PRECISIO
N
GRINDER
SHRINK
STRETC
H
BELT/DISC
SANDER
DIMPLING
MACHINE
13 BENCH
GRINDER
HORIZONTAL
BAND SAW
C
O
LD
SA
W
7 DRILL
PRESS
45 FOOT
SHEAR
FREEZER
NIAGAR
A
POWER
SHEAR
57 BOX
& PAN
BRACE
58 10'
BRAKE
PNEUMATIC
FLARING
MACHINE
54 POWERED
FLARING
MACHINE
DRILL
PRESS
NOTCHING
MACHINE
42 BAND
SAW
MAGNA
ELE.
BRAKE
VERTICA
L BAND
SAW
32 TIG
WELDER
WELDIN
G TABLE
33 TIG
WELDER
34 MIG
WELDER
PLASMA
CUTTER
SP
AY
BO
TH
70.1
BEAD
BLASTER 71
CYCLONE
RECLAIMER
AIR COMPRESSOR AREA
71.1 BEAD
BLASTER
N
AF
T
TA
BL
E
70 CYCLONE
RECLAIMER
EYE
WASH
EYE
WASH
EYE
WASH
EXIST.
TRANSFORME
R
8 TOOL
GRINDE
R
HYDRAULIC
PRESS
WORK
TABLE
86 PRESS BRAKE
POWERED
63.1
WORK
TABLE
74 AIR LUX 5000
1 1
71.1 BEAD
BLASTER
70 CYCLONE
RECLAIMER
AIR COMPRESSOR AREA
70.1 BEAD
BLASTER
71 CYCLONE
RECLAIMER
4 LATHE
5 LATHE
11 CNC
MILL
1 MILL
2 MILL
38 BELT
SANDER
41 SMALL
HEAT TREAT
OVEN
37 ROD
OVEN
DOWN
DRAFT
TABLE
40 LARGE
HEAT TREAT
OVEN
ROTEX
PUNCH
SHRINK
STRETC
H
BELT/DISC
SANDER
DIMPLING
MACHINE
HORIZONTAL
BAND SAW
45 FOOT SHEAR
FREEZER
NIAGAR
A
POWER
SHEAR
57 BOX &
PAN
BRACE
58 10'
BRAKE
PNEUMATI
C FLARING
MACHINE
POWERE
D
FLARING
MACHINE
59 DRILL
PRESS
NOTCHING
MACHINE
42 BAND
SAW
MAGNA
ELE.
BRAKE
VERTICA
L BAND
SAW
HYDRAULIC
PRESS
32 TIG
WELDER
WELDIN
G TABLE
33 TIG
WELDER
34 MIG
WELDER 35
PLASMA
CUTTER
SPRAY
BOOTH
DOWN
DRAFT
TABLE
EXIST.
TRANSFORME
R
7 DRILL
PRESS
8 TOOL
GRINDE
R
WORK
TABLE
63.1
WORK
TABLE
86 PRESS BRAKE
POWERED
74 AIR LUX
B
EN
C
IN
D
ER
1 1 1 1
ABBREVIATIONS
ACT ACOUSTICAL CEILING TILE
AFF ABOVE FINISHED FLOOR
ALUM ALUMINUM
ARCH ARCHITECTURE
AWNG AWNING
BD BOARD
BM BEAM
BTM BOTTOM
BTW BETWEEN
C TO C CENTER TO CENTER
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CMU CONCRETE MASONRY UNIT
CPT CARPET
CO CASED OPENING
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CSMT CASEMENT
CT CERAMIC TILE
CTR CENTER
DEMO DEMOLITION
DL DEAD LOAD
DN DOWN
DR DRAIN
DS DOWN SPOUT
EA EACH
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
JB JUNCTION BOX
JT JOINT
LAM LAMINATE
LL LIVE LOAD
LTL LINTEL
MAX MAXIMUM
MECH MECHANICAL
MFD MANUFACTURED
MFR MANUFACTURER
MIN MINIMUM
MO MASONRY OPENING
MTL METAL
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
PBO PROVIDED BY OWNER
PNT PAINT; PAINTED
PREFAB PREFABRICATED
PREMFD PREMANUFACTURED
PT PRESSURE TREATED
REINF REINFORCED;
REINFORCING
RD ROOF DRAIN
RM ROOM
RO ROUGH OPENING
ROW RIGHT OF WAY
SIM SIMILAR
SPECS SPECIFICATIONS
STRUCT STRUCTURAL
T&G TOUNGUE & GROOVE
TEMP TEMPERED
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOS TOP OF STEEL
TOW TOP OF WALL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VIF VERIFY IN FIELD
VOC VOLATILE ORGANIC
COMPOUND
W/ WITH
WC WATER CLOSET
WD WOOD
WPR WATERPROOFING
WWF WELDED WIRE FABRIC
XPS EXTRUDED POLYSTYRENE
& AND
< ANGLE
@ AT
CL CENTERLINE
Ø DIAMETER
# POUND
EPDM ETHYLENE PROPYLENE DIENE
MONOMER
EPS EXPANDED POLYSTYRENE
EQ EQUAL
EQUIP EQUIPMENT
EWC ELECTRICAL WATER COOLER
EWH ELECTRICAL WATER HEATER
EXT EXTERIOR
EXIST EXISTING
FE FIRE EXTINGUISHER
FFE FINISH FLOOR ELEVATION
FIN FINISH; FINISHED
FL TO FL FLOOR TO FLOOR
FURN FURNITURE
GA GAUGE
GALV GALVANIZED
GFCI GROUND FAULT CIRCUIT
INTERUPTED
GFI GROUND FAULT INTERUPTED
GYP BD GYPSUM BOARD
GYP-MR GYPSUM BOARD - MOISTURE
RESISTANT
HDWD HARDWOOD
HM HOLLOW METAL
HORIZ HORIZONTAL
HVAC HEATING, VENTILATION & AIR
CONDITIONING
INSUL INSULATION
INST INSTRUCTIONS
INT INTERIOR
EQUIPMENT
SCHEDULE
EQUIPMENT SCHEDULE NOTES
1. EQUIPMENT TO REMAIN IN B113 DURING DEMOLITION AND CONSTRUCTION. GENERAL
CONTRACTOR SHALL PROTECT EQUIPMENT AS NECESSARY AND MOVE TO NEW LOCATION
BEFORE INSTALLING. EQUIPMENT IS NOT REQUIRED TO REMAIN OPERATIONAL OR
ACCESSIBLE DURING DEMOLITION OR CONSTRUCTION.
2. LARGE HEATER TREAT OVEN (40) TO REMAIN IN B113 DURING DEMOLITION AND
CONSTRUCTION. GENERAL CONTRACTOR SHALL PROTECT EQUIPMENT AS NECESSARY.
EQUIPMENT IS REQUIRED TO REMAIN OPERATIONAL AND ACCESSEIBLE AT ALL TIMES
DURING DEMOLITION AND CONSTRUCTION. ANY INTERUPTIONS IN OPERATION OR ACCESS
SHALL BE COORDINATED/SCHEDULED WITH COTR PRIOR TO DISRUPTION.
3. EXISTING PREDD BRAKE POWERED (86) SHALL BE REMOVED FROM B113 BY GENERAL
CONTRACTOR AND MOVED TO B240. CONTRACTOR SHALL COORDINATE LOCATION AT B240
WITH COTR BEFORE RELOCATING. NEW PRESS BRAKE POWERED (86) SHALL BE MOVED,
LEVELED, AND INSTALLED BY GOVERNMENT. GENERAL CONTRACTOR SHALL SUPPLY
REQUIRED AIR AND POWER FOR NEW PRESS BRAKE POWERED IN LOCATION SHOWN ON
NEW EQUIPMENT PLAN.
4. HORIZONTAL BAND SAW (6) IS ON ORDER BY GOVERNMENT. GOVERNMENT SHALL MOVE
EQUIPMENT TO B113 AND GENERAL CONTRACTOR SHALL LEVEL AND INSTALL AND
PROVIDE REQUIRED AIR AND POWER. EXISTING HORIZONTAL BAND SAW TO BE TURNED
INTO THE GOVERNMENT. COORDINATE WITH CONTRACTING OFFICER.
5. COLD SAW (9) AND PRECISION GRINDER (10) ARE ON ORDER BY GOVERNMENT. GENERAL
CONTRACTOR TO PROVIDE REQUIRED POWER FOR EQUIPMENT.
GENERAL EQUIPMENT NOTES
A. ALL EQUIPMENT LISTED AS "MOVED BY GOVERNMENT" WILL BE MOVED BY GOVERNMENT
FROM B113 TO THE BUILDING LISTED IN SCHEDULE AND EITHER LEVELED AND INSTALLED
BY GENERAL CONTRACTOR OR GOVERNMENT AS INDICATED IN SCHEDULE. THIS
EQUIPMENT WILL THEN BE MOVED BY THE GOVERNMENT FROM THE BUILDING LISTED IN
THE SCHEDULE TO B113 AND AGAIN EITHER LEVELED AND INSTALLED BY GENERAL
CONTRACTOR OR GOVERNMENT AS INDICATED IN SCHEDULE. THE SAME IS TRUE FOR ALL
EQUIPMENT LISTED AS "MOVED BY CONTRACTOR".
B. EQUIPMENT MOVED TO B246 DOES NOT NEED TO BE LEVELED, INSTALLED, OR ANCHORED.
C. GENERAL CONTRACTOR TO PROVIDE AIR AND POWER FOR ALL EQUIPMENT INCLUDING
EQUIPMENT MOVED, LEVELED, AND/OR INSTALLED BY THE GOVERNMENT.
D. FOR EQUIPMENT ANCHORAGE, REFER TO S0.1 SECTION 8.0 POST-INSTALLED ANCHORS.
MECHANICAL AND SCREW ANCHORS SHALL BE USED TO ANCHOR EQUIPMENT IN BOTH
B126 AND B113. GENERAL CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ALL SLABS
AFTER REMOVAL OF EQUIPMENT ANCHORAGE.
E. MINIMUM EMBEDMENT IS AS FOLLOWS:
3/8" DIA. ANCHOR: 3-3/4" EMBEDMENT
1/2" DIA. ANCHOR: 3-5/8" EMBEDMENT
3/4" DIA. ANCHOR: 4-5/8" EMBEDMENT
PROJ. NO.:
DATE:
DRAWN:
CHECKED:
W e s t B e s s e m e r S t.
A lc o a
TN
p h fa x
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SHEET NO.
R E V
IS
IO
N S
D A T E
C O R
4th
A
IR
R E
EL
IN
G
W
IN
G
FU
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
S.
G ay S tre et
, S ui te
Kn ox vi lle , T
N t.
5.
5.
f
. 8
.5
.2 em ai l:
in fo
EE
Ar ch ite ct ur e.
co m
RECORD
DRAWINGS
11.20.2015
PSXE032021
A0.2
MP
PO
E Q
U
IP
M E
N T P
L A
N
T H
A
IR
R E
F U
E L
IN
G W
IN
G
M A
IN
T A
IN
I
N T E
X T B
L D
G
A lc o a T e n n e s s e e
M A
IN
T A
IN
I
N T E
R
IO
R E
X T E
R
IO
R B
U
IL
D
IN
G
A lc o a T e n n e s s e e
SCALE: 1/8" = 1'-0"A0.2
2 New Equipment Location Plan
SCALE: 1/8" = 1'-0"A0.2
1 Existing Equipment Location Plan
MARK EQUIPMENT NAME
EQUIPMENT
LOCATION
DURING
CONSTRUCTION
CONTRACTOR TO:
GOVERNMENT
TO:
UTILITY
INFORMATIO
N
BOLT
INFORMATION
NOTESMOVE INSTALL MOVE INSTALL AIR POWER
QUANTIT
Y DIA.
1 Mill #1 B126 ● ● ● ● 4 0.500 2 Mill #2 B246 ● ● ● ● 0 0.000
3 HYDRAULIC PRESS B126 ● ● ● 4 0.500
4 LATHE #1 B126 ● ● ● ● 4 0.500
5 LATHE #2 B246 ● ● ● ● 4 0.500
6 HORIZONTAL BAND SAW N/A ● ● ● ● 4 0.500 4
7 DRILL PRESS B126 ● ● ● 3 0.500
8 TOOL GRINDER B126 ● ● ● 4 0.375
9 COLD SAW N/A ● ● ● 2 0.500 5
10 PRECISION GRINDER N/A ● ● ● 5
11 CNC MILL B113 ● ● ● ● 1
13 BENCH GRINDER B126 ● ● ●
15 VERTICAL BAND SAW B126 ● ● ● 4 0.500
31 WELDING TABLE B126 ● ● ●
32 TIG WELDER B126 ● ● ●
33 TIG WELDER B246 ● ● ●
34 MIG WELDER B126 ● ● ●
35 PLASMA CUTTER B126 ● ● ● ●
36 DOWN DRAFT TABLE B246 ● ● ● ●
37 ROD OVEN B246 ● ● ●
38 BELT SANDER B246 ● ● ● 4 0.375
40 LARGE HEAT TREAT OVEN B113 ● 2
41 SMALL HEAT TREAT OVEN B113 ● ● 1
42 BAND SAW B126 ● ● ● 2 0.500
44 ROTEX PUNCH B126 ● ● 4 0.375
45 FOOT SHEAR B126 ● ● 4 0.375
46 SHRINK AND STRETCH B126 ● ● 4 0.375
47 FREEZER B126 ● ● ●
48 DOWN DRAFT TABLE B126 ● ● ●
51 MAGNA ELECTRIC BRAKE B246 ● ● ● 4 0.375
53 SPRAY BOOTH B113 ● ● ● 4 0.375 1
54 POWERED FLARING MACHINE B126 ● ● ● ● 4 0.375
55 PNEUMATIC FLARING MACHINE B126 ● ● ● 2 0.375
56 NIAGARA POWER SHEAR B126 ● ● ● ● 4 0.750
57 BOX AND PAN BRACE B126 ● ● 4 0.375
58 10' BRAKE B126 ● ● 4 0.375
59 DRILL PRESS B246 ● ● ● 3 0.500
60 BELT/DISC SANDER B126 ● ● ● 4 0.375
61 DIMPLING MACHINE B246 ● ● ● ● 3 0.750
62 NOTCHING MACHINE B126 ● ● 4 0.375
63 WORK TABLE B126 ● ● ●
63.1 WORK TABLE B126 ● ● ●
70 CYCLONE RECLAIMER B113 ● ● ● ● 4 0.500 1
70.1 BEAD BLASTER B113 ● ● ● ● 1
71 CYCLONE RECLAIMER B113 ● ● ● ● 4 0.500 1
71.1 BEAD BLASTER B113 ● ● ● ● 1
74 AIR LUX 5000 B126 ● ● ●
86 PRESS BRAKE POWERED N/A ● ● ● ● 0 0.000 3
THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON
INFORMATION PROVIDED BY OTHERS. THE ARCHITECT IS UNDER NO
OBLIGATION OR DUTY TO VERIFY THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND HAS NOT DONE SO.
THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
71 BEAD
BLASTER
70 CYCLONE
RECLAIMER
AIR COMPRESSOR AREA
70 BEAD
BLASTER
71 CYCLONE
RECLAIMER
82 CNC
COMP
CAB.
CAB.
78 OFFICE DESK
LO
KE
KE
R
4 LATHE
22 SHOP
CABINET
L6FM2
L6FM1
5 LATHE
LATHE
TOOL
BOX
LATHE
CHUCK
CAB.
KE
R
LOCKER
A
R
PR
ES
S/
TA
BL
E
11 CNC
MILL
1 MILL
2 MILL
38 BELT
SANDER
39 ROCKWELL
HARD TESTER
41 SMALL
HEAT TREAT
OVEN
37 ROD
OVEN
DOWN
DRAFT
TABLE
40 LARGE
HEAT TREAT
OVEN
ROTEX
PUNCH
SHRINK
STRETC
H
BELT/DISC
SANDER
DIMPLING
MACHINE
SCALE
MACHINE
TOOL
BOX
HORIZONTAL
BAND SAW
45 FOOT SHEAR
ENGLISH
WHEEL
FREEZER
BENCH
STOCK
STOCK
ROTO
NIAGAR
A
POWER
SHEAR
57 BOX &
PAN
BRACE
58 10'
BRAKE
WORK
TABLE
PNEUMATI
C FLARING
MACHINE
POWERE
D
FLARING
MACHINE
TUBING
BENDER
59 DRILL
PRESS 62 NOTCHING
MACHINE
C
O N
TO
R
L C
O M
P.
KE
R
LOCKER27
LOCKER
KT
L6
FM
42 BAND
SAW
MAGNA
ELE.
BRAKE
VERTICA
L BAND
SAW
BEVERL
Y
SHEAR/
SPLIT
HYDRAULIC
PRESS
32 TIG
WELDER
WELDIN
G TABLE
33 TIG
WELDER
34 MIG
WELDER 35
PLASMA
CUTTER
CABLE
LOCKER
TH
DOWN
DRAFT
TABLE
EXIST.
TRANSFORME
R
L
O C
KE
R
TURN IN
EQUIP
TURN IN
EQUIP 84
KE
R7 DRILL
PRESS
8 TOOL
GRINDE
R
20 SHOP
CABINET
21 PPE
LOCKER
LATHE/MILLIN
G MACHINE
TOOL BOX
64 TOOL BOX
64 TOOL BOX
WORK
TABLE
WORK
TABLE
64 TOOL BOX
86 PRESS BRAKE
POWERED
116 PPE
LOCKER
115 SHOP P
LOCKER
REFRIG
89 SLIP
ROLL
ANVIL
STAKE
RACK
SHELF
93 STEEL
BIN
94 ALUM
BIN
WELD
CERT
LOCKER
75 OXY
CART
LATHE
TOOL
BOX
76 PLASMA
CUTTER
TABLE
74 AIR LUX
L6FM3
77 HELMET
LOCKER
98 PARTS
CAB.
VISE
F/G
COLD
WORK
KIT
CAB.
CAB.
PA
PR
PA
PR
LOCKER
LOCKER
LOCKER
LOCKER
LOCKER
LOCKER
LOCKER
LOCKER
L6FC1
B
EN
IN
D
ER
86 PRESS BRAKE POWERED
TO BE MOVED BY GENERAL
CONTRACTOR TO B244
EQUIP. TO STAY
DURING
CONSTRUCTION; NON-
OPERATIONAL
EXISTING EQUIP.
MUST BE
ACCESSIBLE AND
OPERATIONAL AT ALL
TIMES DURING
CONSTRUCTION
SUPPLY OFFICE
CORROSION
CONTROL
OFFICE
OFFICE
OFFICE
MACHINE SHOP
SHEETMETAL
SHOP
WELDING SHOP
ROOF, ABOVE
D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
STORAGE
COMP.
TRAINING ROOM
D.S.
LOCKER
LOCKER
4 LATHE
20 SHOP
CABINET
21 PPE
LOCKER
22 SHOP
CABINET
L6FM2
L6FM1
5 LATHE
LATHE
TOOL
BOX
LA
TH
E C
H U
C K
C
AB
KE
KE
R
14 ARBOR
PRESS/TABL
E
11 CNC
MILL
1 MILL
2 MILL 38 BELT
SANDER
39 ROCKWELL
HARD TESTER
41 SMALL
HEAT TREAT
OVEN
37 ROD
OVEN
DOWN
DRAFT
TABLE
40 LARGE
HEAT TREAT
OVEN
ROTEX
PUNCH
PRECISIO
N
GRINDER
SHRINK
STRETC
H
BELT/DISC
SANDER
DIMPLING
MACHINE
SCALE
AC
H
IN
E
TO
O L
BO
X
13 BENCH
GRINDER
HORIZONTAL
BAND SAW
C
LD
SA
7 DRILL
PRESS
45 FOOT
SHEAR
ENGLISH
WHEEL
FREEZER
BENCH
STOCK
STOCK
ROTO
NIAGAR
A
POWER
SHEAR
57 BOX
& PAN
BRACE
58 10'
BRAKE
PNEUMATIC
FLARING
MACHINE
54 POWERED
FLARING
MACHINE
TUBING
BENDER
DRILL
PRESS
NOTCHING
MACHINE
C
O N
TO
R
L C
O
P.
KE
KE
R
L
O C
KE
R
KT
L6
FM
42 BAND
SAW
MAGNA
ELE.
BRAKE
VERTICA
L BAND
SAW
BEVERL
Y
SHEAR/
SPLIT
32 TIG
WELDER
WELDIN
G TABLE
33 TIG
WELDER
34 MIG
WELDER
PLASMA
CUTTER
C
AB
LE
KE
TH
70 BEAD
BLASTE
R 71
CYCLONE
RECLAIMER
AIR COMPRESSOR AREA
71 BEAD
BLASTE
N
AF
T
TA
BL
E
70 CYCLONE
RECLAIMER
EYE
WASH
EYE
WASH
EYE
WASH
EXIST.
TRANSFORME
R
8 TOOL
GRINDE
R
HYDRAULIC
PRESS
WORK
TABLE
120 RACK 121 RACK
122 RACK 123 RACK
98 PARTS
CAB.
VISE
F/G
COLD
WORK
KIT
CAB.
CAB.
108 PAPR
109 PAPR
LOCKER
LOCKER
LOCKER
LO
C
KE
R
LO
C
KE
R
LO
C
KE
R
LO
C
KE
R
LOCKER
L6FC1
KE
R
86 PRESS BRAKE
POWERED
116 PPE
LOCKER
SHOP P
LOCKER
93 STEEL
BIN
94 ALUM
BIN
WELD
CERT
LOCKER
WORK
TABLE
REFRIG
89 SLIP
ROLL88
ANVIL
STAKE
RACK
SHELF
75 OXY
CART
76 PLASMA
CUTTER
TABLE
74 AIR LUX
L6FM3
77 HELMET
LOCKER
OPEN SHOP
PROJ. NO.:
DATE:
DRAWN:
CHECKED:
W e s t B e s s e m e r S t.
A lc o a
TN
p h fa x
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SHEET NO.
R E V
IS
IO
N S
D A T E
C O R
4th
A
IR
R E
EL
IN
G
W
IN
G
FU
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
S.
G ay S tre et
, S ui te
Kn ox vi lle , T
N t.
5.
5.
f
. 8
.5
.2 em ai l:
in fo
EE
Ar ch ite ct ur e.
co m
RECORD
DRAWINGS
11.20.2015
PSXE032021
A0.3
MP
PO
E Q
U
IP
M E
N T P
L A
N
U S
E R
T H
A
IR
R E
F U
E L
IN
G W
IN
G
M A
IN
T A
IN
I
N T E
X T B
L D
G
A lc o a T e n n e s s e e
M A
IN
T A
IN
I
N T E
R
IO
R E
X T E
R
IO
R B
U
IL
D
IN
G
A lc o a T e n n e s s e e
SCALE: 1/8" = 1'-0"A0.3
1 Existing Equipment Location Plan
SCALE: 1/8" = 1'-0"A0.3
2 New Equipment Location Plan
THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON
INFORMATION PROVIDED BY OTHERS. THE ARCHITECT IS UNDER NO
OBLIGATION OR DUTY TO VERIFY THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND HAS NOT DONE SO.
THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
REF.REF.REF.REF.
FD FD FD
FDFDFD
FD FD FD
FD
FD
FD
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
A
B
C
D
E
F
G
H
J
K
L
M
A3.1
A3.1
TOOL CRIB
MECH / ELEC
FLIGHT LINE
FLIGHT CHIEF
STORAGE
COMM
BREAK ROOM
NOSE BAY
ISO DOCK
COMM
CSO OFFICE
SUPPLY
CORRIDOR
SUPPLY OFFICE
CORROSION
CONTROL
OFFICE
OFFICE
OFFICE
MACHINE SHOP
SHEETMETAL
SHOP
WELDING SHOP
EXISTING EQUIPMENT MUST BE
ACCESSIBLE AND OPERATIONAL AT
ALL TIMES DURING
CONSTRUCTION. SUPPORT
UTILITIES INCLUDING LIGHTING AND
POWER SHALL BE MAINTAINED
CORRIDOR
CORRIDOR
AIRCRAFT BAY
MEN'S LOCKER
ROOM
JANITOR
MEN'S
RESTROOM
WOMEN'S
RESTROOM
WOMEN'S
LOCKER ROOM
124A
119A
108A
107A
106A
104A 105A
102A
117A
W4-B
W2-E
W2-E
W2-A
W2-E
W2-E
W2-E
CLOSET
REFRIGERATOR
S AND VENDING
MACHINES N.I.C.
STORAGE
125A
COMP.
TRAINING ROOM
W5-A
W5-A
A7.1
A7.2
A7.2
126A
130A133A
A4.1
A4.1
A4.1
A4.1
SEE A7.1 FOR WALL
TYPES AND
DIMENSIONS
W5-A
W2-E
A7.3
110A
101A
ABOVE, SEE
ELEVATION
V .I.
F
4' -7
/4
6'
-4
4' -0
W5-A
FILL ALL PENETRATIONS
IN EXISTING CMU WALL,
TYP.
126C
PATCH WALL @ DEMO'D
WALL VENT
SEE DEMOLITION SHEETS
FOR ADDITIONAL AREAS
W6-A
W5-A
W2-A
W4-B W4-B
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.D.S.D.S.D.S.D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S. D.S.
D.S.
1'-4"
A1.2
ALIGN
ALIGN
3' -8
130B
127A
126B
123A
120A 118A
115A 113A 112A 111A
109A
EDCBA
W4-B
INFILL EXISTING 'POCKETS' IN CMU
WALLS CREATED BY EXISTING ARCH
TRUSSES W/ 6" MTL STUD & 5/8" GYP. BD.
EACH SIDE, SEE 1/A3.1 FOR TYPICAL
LOCATIONS. BUILD IN ACCORDANCE TO
UL #U423.
EXISTING METAL STUD/GIRT WALL W/ GYP BD
INTERIOR AND CORRUGATED METAL PANEL ON
EXTERIOR.
ALL PENETRATIONS SHALL BE FIRE CAULKED WITH UL
APPROVED MATERIAL, TYP. AT ALL LOCATIONS IN 101
ARICRAFT BAY AND 117 NOSE BAY
W6-A
D.S.
A7.2
A7.2
W6-B W6-B
W6-B W6-B
E101B E101C
E103A
E109B
E111C
E111B
E112B
E113B
E114A
E116A
E115BE118B
E122A
E123B
E126E
E131A
E132A
E134A
E134B
E134C E134D
E120B
W2-E
W2-E
W2-E
W2-E
W2-E
W2-E
W2-E
W2-E
W2-E
W2-E
W2-E
PROVIDE BLOCKING AS
REQUIRED. COORDINATE
WITH COR.
E133B
STORM DRAIN
TO REMAIN
SEE MECH.
SEE MECH.
SEE MECH. SEE MECH. SEE MECH.
SEE MECH.
V
V
V
107B
105B
A0.2
A1.2
A1.2
A1.2
A1.2
A1.2
CSO OFFICE
121A
A2.21
A2.1
A2.1
A2.2 2
117B
PATCH AND REPAIR
SLAB AT DEMOLISHED
WALL
STOVE,
N.I.C.
COORDINATE ELECTRICAL
EQUIPMENT THIS AREA
COORDINATE
PLUMBING WITH
HAND WASH
AREA
A5.3
OPEN SHOP
CONTRACTOR TO CLEAN OUT
EXISTING TRENCH DRAIN
A1.2
A1.2
REFINISH ALL EXISTING
WALLS SURROUNDING ARCH
TRUSSES IN ALL SHOP AREAS
TO MATCH LEVEL OF FINISH
OF NEW GYPSUM BOARD
WALLS. ADD CORNER
GUARDS, TYP.
6" WIDE YELLOW STRIP
W2-A
W2-A
W2-A
W2-A
W2-A
W2-A
W2-A
W2-A
W4-C
10'-4"
'-0
'-8
/1 6"
V
IF
C
LE
A R
'-3
/1
6" V
IF
C
LE
A
R
'-1
3/ 4"
V
IF
7'-8 15/32" VIF
8'-0 3/32" VIF
W2-E
W2-E
'-0
" 5'-0"
'-3
/4
24'-9 7/8" VIF
E126D
TRANSFORMER;
SEE ELECTRICAL
E134E
128A
129A
8'-0"
'-8
PATCH AND REPAIR GYP.
BOARD AT NEW
ELECTRICAL AS
REQUIRED
1'
-8
/1 6"
V .I.
F
'-7
5/
"V
.I.
F
20'-6"V.I.F. 104'-10 1/4"V.I.F. 23'-2 11/16"V.I.F. 104'-10 1/16"V.I.F.
10'-6" 17'-6"6'-0"6'-0"
9'-0"CLEAR
9' -0
"C
LE
A R
HEF CONTROL
W1-A
W1-A
W2-E
135A
HEF CONTROL - RUN WALLS TO 10'-0"
AFF, PROVIDE 6" METAL STUDS @ 6" O.C.
FOR CEILING JOISTS W/ 5/8 EXT. GRADE
PLYWOOD DECKING. INSULATE WALLS
AND CEILING W/ BATT INSULATION, R-13
MIN.
1' -0
GENERAL NOTES
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES, ORDINANCES,
AMENDMENTS, AND COVENANTS;
B. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING
CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE CONTRACTING
OFFICER FOR JUSTIFICATION AND/OR CORRECTION. CONTRACTOR IS RESPONSIBLE FOR
CONDITIONS THAT ARE NOT REPORTED.
C. REVIEW DOCUMENTS, VERIFY DIMENSIONS, AND FIELD CONDITIONS AND CONFIRM THAT
WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE
GOVERNMENT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION.
D. ALL DIMENSIONS SHOULD BE READ OR CALCULATED, AND NEVER SCALED FROM
DRAWINGS. WRITTEN DIMENSIONS GOVERN IN CASE OF CONFLICT.
E. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO THE GOVERNMENT
FOR REVIEW PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION.
F. COORDINATE WORK WITH THE GOVERNMENT, INCLUDING SCHEDULING TIME AND
LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND
FACILITIES.GOVERNMENT WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER
SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION
PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF
INSTALLATION.
G. COORDINATE TELECOMMUNICATIONS, DATA, AND SECURITY SYSTEM INSTALLATIONS.
H. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.
I. MAINTAIN WORK AREAS SECURE AND LOCAKBLE DURING CONSTRUCTION. COORDINATE
WITH CONTRACTING OFFICER TO ENSURE SECURITY.
J. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED
TO WALLS OR CEILINGS.
K. PARTITIONS AS DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE
UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR" ARE FROM FACE TO
FINISH TO FACE OF FINISH.
L. ALL PATCHES FOR REMOVED ITEMS MAY NOT BE ILLUSTRATED. CONTRACTOR SHALL
REPAIR/PATCH ALL SUCH AREAS WITH MATERIALS TO MATCH SURROUNDING FINISHES.
M. CONTRACTOR SHALL COORDINATE ALL POWER AND COMMUNICATIONS REQUIREMENTS
FOR DEMOUNTABLE WALLS. NO SURFACE CABLED IS ALLOWED.
N. FLAG CRANE AND GET PERMISSION TO EXTEND ABOVE BUILDING FROM OPERATIONS.
SYMBOL LEGEND
A101
CALLOUTBUILDING
SECTION
MARKER
E101A Room name
DOOR
TAG
ROOM
TAG
A101
INTERIOR
ELEVATION
WALL
SECTION
MARKER
1i
WALL
TAG
EXTERIOR
ELEVATION
A101
WINDOW
TAG
1t
WALL TYPE LEGEND
MAR
K
FIRE
RATIN
G
GENERAL DESCRIPTION - FOR REFERENCE ONLY
W2-A INTERIOR METAL STUD WALL
• (1) LAYER 5/8" GYPSUM BOARD
• 3-5/8" 20ga METAL STUD @ 16" O.C. SEE PLAN FOR INSULATION LOCATIONS
• (1) LAYER 5/8" GYPSUM BOARD
NOT
RATED
INTERIOR METAL STUD WALL
• CERAMIC TILE
• (1) LAYER 5/8" GYPSUM BOARD SEE PLAN FOR INSULATION LOCATIONS
• 3-5/8" 20ga METAL STUD @ 16" O.C.
INTERIOR METAL STUD WALL
• (1) LAYER 5/8" GYPSUM BOARD
• 6" 20ga METAL STUD @ 16" O.C. SEE PLAN FOR INSULATION LOCATIONS
• (1) LAYER 5/8" GYPSUM BOARD
W1-A NOT
RATED
INTERIOR METAL STUD WALL
• CERAMIC TILE
• (1) LAYER 5/8" BACKING BOARD OR CEMENT BASED BACKING BOARD
• 6" 20ga METAL STUD @ 16" O.C.
W1-B NOT
RATED
INTERIOR METAL STUD WALL
• (1) LAYER 5/8" GYPSUM BOARD (MOISTURE RESISTANT BOARD IN RESTROOMS
AND LOCKERS ROOMS)
• 3-5/8" 20ga METAL STUD @ 16" O.C. SEE PLAN FOR INSULATION LOCATIONS
INTERIOR BLOCK WALL
• 8" CMU
INTERIOR METAL STUD WALL
• CERAMIC TILE
• (1) LAYER 5/8" MOISTURE RESISTANT GYPSUM BOARD
• 7/8" FURRING CHANNEL
GENERAL DESCRIPTION - FOR REFERENCE ONLY
EXTERIOR METAL STUD WALL
• (1) 1/2" GYPSUM BOARD
• 2-1/2" METAL STUD @ 16" O.C. WITH BATT INSULATION
• W6x15.5
• 4" METAL CHANNEL
• RIGID INSULATION
• INSULATED METAL PANEL
W2-B INTERIOR METAL STUD WALL
• (1) LAYER 5/8" GYPSUM BOARD
• 3-5/8" 20ga METAL STUD @ 16" O.C. SEE PLAN FOR INSULATION LOCATIONS
• (1) LAYER 5/8" GYPSUM BOARD (BACKING BOARD @ SHOWER LOCATIONS)
• CERAMIC TILE
NOT
RATED
MAR
K
FIRE
RATIN
GNOT
RATED
NOT
RATED
NOT
RATED
NOT
RATED
NOT
RATED
W3-A
W4-A
W2-D
W2-E
W5-A
INTERIOR METAL STUD WALL
• CERAMIC TILE
• (1) LAYER 5/8" GYPSUM BOARD (BACKING BOARD @ SHOWER LOCATIONS)
• 3-5/8" 20ga METAL STUD @ 16" O.C. SEE PLAN FOR INSULATION LOCATIONS
• (1) LAYER 5/8" GYPSUM BOARD (BACKING BOARD @ SHOWER LOCATIONS)
• CERAMIC TILE
NOT
RATED
W2-C
INTERIOR METAL STUD WALL
• (1) 5/8" TYPE X GYPSUM BOARD
• 3-5/8" METAL STUD @ 16" O.C.
• (1) 5/8" GYPSUM BOARD
• BUILD IN ACCORDANCE TO UL #U423
1 HR
RATED
W6-A
INTERIOR METAL STUD WALL
• (1) 5/8" TYPE X GYPSUM BOARD
• 2-1/2" METAL STUD @ 16" O.C. - EXISTING
• 3" STEEL CHANNEL - EXISTING
• (1) 5/8" GYPSUM BOARD
• CORRUGATED METAL PANEL (20 GA)
• BUILD IN ACCORDANCE TO UL #U423
1 HR
RATED
W6-B
INTERIOR BLOCK WALL
• 12" CMU
• BUILD IN ACCORDANCE TO UL #U905
1 HR
RATED
W4-C
INTERIOR BLOCK WALL
• 8" CMU
• BUILD IN ACCORDANCE TO UL #U905
1 HR
RATED
W4-B
LEAD PAINT AND ASBESTOS CONTAINING MATERIAL HAVE BEEN IDENTIFED IN THE EXISTING
BUILDING. FOR LOCATIONS FOR BOTH MATERIALS, REFER TO LEAD PAINT CHIP ANALYSIS
REPORT AND ASBESTOS SAMPLING REPORT INCLUDED IN THE PROJECT SPECIFICATIONS.
BOTH REPORTS ARE BASED ON LIMITED SAMPLING AND IN NO WAY SHOULD BE CONSTRUED AS
A COMPLETE OR FINAL EVALUATION OF THE HAZARDOUS MATERIALS IN THE EXISTING
BUILDING.
EXISTING LEAD AND ACM
PROJ. NO.:
DATE:
DRAWN:
CHECKED:
W e s t B e s s e m e r S t.
A lc o a
TN
p h fa x
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SHEET NO.
R E V
IS
IO
N S
D A T E
C O R
4th
A
IR
R E
EL
IN
G
W
IN
G
FU
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
S.
G ay S tre et
, S ui te
Kn ox vi lle , T
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5.
5.
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in fo
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Ar ch ite ct ur e.
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RECORD
DRAWINGS
11.20.2015
PSXE032021
A1.1
MP
PO
F L O
O R
P L A
N
T H
A
IR
R E
F U
E L
IN
G W
IN
G
M A
IN
T A
IN
I
N T E
X T B
L D
G
A lc o a T e n n e s s e e
M A
IN
T A
IN
I
N T E
R
IO
R E
X T E
R
IO
R B
U
IL
D
IN
G
A lc o a T e n n e s s e e
SCALE: 1/8" = 1'-0"A1.1
1 Floor Plan
R ev isi on xx
-x x-xx xx
THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON
INFORMATION PROVIDED BY OTHERS. THE ARCHITECT IS UNDER NO
OBLIGATION OR DUTY TO VERIFY THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND HAS NOT DONE SO.
THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF
ERRONEOUS INFORMATION PROVIDED BY OTHERS.
METAL PANEL TO MATCH AND ALIGN
WITH EXISTING PANELS IN PROFILE
1/2" GYPSUM BOARD,
ALIGN WITH EXISTING G.B.
2 1/2" METAL STUD @ 16" O.C. W/ INSULATION
RIGID INSULATION,
THICKNESS AS REQUIRED
4" CHANNEL W/ INSULATION.
ALIGN WITH EXISTING
CHANNEL.
EXISTING…
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