W912QR21B0007_Plans-0002.pdf
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- WPAFB Reno Lab/Admin B33
- Solicitation number
- W912QR21B0007
About this file
This solicitation announcement provides details for solicitation number W912QR21B0007 to be issued by the U.S. Army Corps of Engineers Louisville District. The solicitation will be for a firm-fixed-price contract to complete an interior renovation project at Wright Patterson Air Force Base in Ohio. Work includes HVAC, electrical, plumbing, architectural, and fire protection system repairs and upgrades across approximately 38,700 square feet of lab and administrative space in a three-story building. The project magnitude is estimated between $1,000,000 to $5,000,000. The NAICS code is 236220 and bids will be evaluated based on lowest price. The solicitation is anticipated for release on May 26, 2021 with an optional site visit. Registration in SAM is required to be eligible for award. The point of contact is identified for any questions.
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UP UP
UP
A B C D
D2
D2
D1
D1
D28 D1
D28
D1 D1
D13
D1
D16
D28
D2D2
D4
D2
D4
D26
D3
D3
D1
D1
UNEXCAVATED
D4
D7
D3 D4
D4
D3
D3
D4
D4
D4 D3 D4
D3 D4
D3 D4
D4 D4
D4D3
D4 D4
D4D3
D4 D4
D5
D5
D1
3'
2"
23' - 4" 9' - 0" 23' - 4"
57' - 2" 12' - 7" 57' - 1" 7' - 11 7/8" 40' - 10 5/8" 15' - 8"
D1
D15
D15 D14 D14
D14
D14
D14
D14
D15
D12
EQUIPMENT
STORAGE
STAIR 1
COMM
LOADING
ELEV 1
CORRIDOR CONFERENCE
ROOM
MECHANICAL
ELECTRICAL
TELECOM
OPEN YARD
ELEC
MECH
JANITOR
CORRIDOR
TLT-W
PIPE CLST
CUBICLES OFFICE
PASSAGE
WORK ROOM
STORAGE
LAB
MECH
EQUIP
ELEV 2
ELEV EQ
LAB
EQUIPMENT
HALL
HALL
STAIR 2
CORRIDOR
MECHANICAL
ELECOFFICEOFFICE
ELEC
MECHANICAL
S001
E001
C000
003 002
017 016 015
011006
018A
M002
T042
C001
C002
015A
S002
H001
H002
E002
011A
M003
018B
D18
1' - 4" 4' - 1" 6' - 7"
833'-9" 836'-6" 839'-0"
D20
D20
D21
D23 D22
D6
D28
D1
D1 D1 D1
D29
D3
D3
D27
D2
D33
D21
D14
DEMOLITION LEGEND
AREA OF RAISED ACCESS FLOORING
TO REMAIN.
AREA OF LIMITED ARCHITECTURAL
WORK, SEE MEP DWGS. FOR MORE
INFORMATION.
AREA OF RAISED ACCESS FLOORING TO
BE REMOVED. MODIFY EXISTING
PEDESTAL SUPPORTS AND CUT PANELS
TO ACCOMMODATE NEW WORK.
US Army Corps of Engineers ®
SHEET ID
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2 4 6 8 10 12 14 16 18 20
P
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4' 8' 16'
1/8"=1'-0SCALE:
PLAN NORTH
AD110
LO
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KEYNOTES
D1 REMOVE EXISTING DOOR AND/OR FRAME.
D2 REMOVE PORTION OF THE EXISTING METAL STUD AND GWB
WALL.
D3 PREPARE ALL WALLS AND ANY ASSOCIATED WALL
COMPONENTS TO RECEIVE NEW FINISHES. REMOVE WALL
FINISHES INCLUDING CORK, MILLWORK AND ABANDONED
EQUIPMENT AS REQUIRED FOR NEW CONSTRUCTION.
D4 REMOVE EXISTING FLOOR FINISH, MASTIC AND WALL BASE.
D5 REMOVE EXISTING RAISED ACCESS FLOORING. AREA OF
REMOVAL INDICATED BY DASHED LINES, COORDINATE
EXTENT WITH NEW CONSTRUCTION PLAN. AT ALL AREAS OF
FLOOR REMOVAL, INCLUDE CONCRETE FLOOR PATCHING
AND LEVELING MATERIALS TO MAKE SURFACES LEVEL.
PREPARE AS SPECIFIED BY MANUFACTURER OF FLOORING
MATERIAL.
D6 EXISTING RAISED ACCESS FLOORING TO REMAIN.
D7 REMOVE ALL EXISTING PLUMBING FIXTURES, TOILET
PARTITIONS AND LAVATORY ACCESSORIES. COORDINATE
WITH NEW CONSTRUCTION PLAN.
D12 REMOVE EXISTING SHIP LADDER. PATCH AND REPAIR
CONCRETE SLAB FOR INSTALLATION OF NEW WORK.
D13 REMOVE EXISTING GLASS BLOCK WALL.
D14 REMOVE AND DISPOSE OF EXISTING ACOUSTICAL CEILING,
GRID AND SUSPENSION SYSTEM. SEE RCP FOR EXTENTS OF
CEILING DEMOLITION. SEE ELECTRICAL AND MECHANICAL
FOR SYSTEM DEMOLITION.
D15 REMOVE AND DISPOSE OF EXISTING GYPSUM BOARD
CEILING AND SUSPENSION SYSTEM.
D16 CUT OPENING IN MASONRY / CONCRETE WALL AS REQUIRED
FOR NEW DOOR OPENING. ESTIMATED THICKNESS IS 8"
CONCRETE, 4" BRICK, PLUS 8" CMU.
D18 REMOVE GYPSUM WALL BOARD AND STUDS / FURRING TO
EXISTING MASONRY WALL.
D20 SAW CUT EXISTING FLOOR SLAB (INDICATED BY DASHED
LINES) COORDINATE EXTENTS WITH STRUCTURAL AND
PLUMBING DWGS.
D21 EXISTING METAL PLATE TO REMAIN.
D22 REMOVE PORTION OF THE EXISTING CONCRETE AND/OR
CMU WALL.
D23 REMOVE EXISTING 8" CONCRETE CURB, PATCH REMAINING
TOP OF SLAB; CUT REBAR DOWN.
D26 REMOVE EXISTING SERVICE SINK, CAP PLUMBING.
D27 REMOVE LOUVER AND IN-FILL WALL OPENING. COORDINATE
WITH NEW CONSTRUCTION PLAN.
D28 REMOVE EXISTING MASONRY WALL.
D29 REMOVE EXISTING DOOR. EXISTING FRAME TO REMAIN.
D33 REMOVE EXISTING WALL ANCHORS AND PATCH WALL.
1/8" = 1'-0"A1 LOWER LEVEL - DEMOLITION PLAN
SEE SHEET A-001 FOR GENERAL DEMOLITION NOTES.
Am e n dm en t 0
/2
2/
W
2Q R
B0
7-
UP UP
UP
A B C D
D1
D2
D2
D2
D2
D1
D2 D2
D2D2
D1
D1
D2 D1
D26
D1
D1D1
D3 D4
D4
D4
D1
D2
D1 D1 D1
D2D2D2
D30 D8
D8
D8
D4
D5
D4 D4 D4 D4
D4D3
D3 D4
D4D4D30
D30
D3 D4
D3
D4
D2
D2
D2D2D7
D5
D1
D1
D1
D1
D1 D1
D4 D4
3'
2"
23' - 4" 9' - 0" 23' - 4"
57' - 4" 68' - 6" 8' - 11 7/8" 40' - 10 5/8" 15' - 8"
EXISTING TELECOM/DATA BRIDGE
D30 D30
D30
D30
D14
D30
D14 D15
D14
D15
D14
D14 D14 D14
D14 D14
D14
D14
D1
D1
D2D2
LAB
LAB
HALL
LAB
CUBICLES
STORAGE
COMM
STAIR 1
COMM
CUBICLES
MECH
ELEV 1 CORRIDOR
MECHANICAL
BREAK ROOM
OFFICE OFFICE
OFFICE OFFICE OFFICE OFFICE
CORRIDOR
TLT-M
MOTHERS
JANITOR
LAB
LAB
OFFICE
COMM
OFFICE LAB LAB LAB
ELEV 2
HALL
CLST STAIR 2
CORRIDOR
SIMULATOR SERVER
MECH
OPEN TO BELOW
225A
E201
225B
222 221
220 219 218 218
244 205
207 208 209 210 211
216 215
H201
227A
S201
C201
T242 S202
H202
T244
E202
C202
C201
31' - 11"
31' - 1"
30' - 7"30' - 7" 30' - 7"
31' - 1"
864'-4"
863'-6"
863'-8" 863'-6" 863'-0"
863'-6"
D18
D14
D2 D2
D5
D5 D5 D5
D5 D5
D5
D6 D6
D6
D6
D6
D6
D5
D6
D6
D6
D30
D14
D31
D1
D34
D34
D34
D22
D35 D36
D31
D17
D14
D14
D14
D14
D14
D14
DEMOLITION LEGEND
AREA OF RAISED ACCESS FLOORING
TO REMAIN.
AREA OF LIMITED ARCHITECTURAL
WORK, SEE MEP DWGS. FOR MORE
INFORMATION.
AREA OF RAISED ACCESS FLOORING TO
BE REMOVED. MODIFY EXISTING
PEDESTAL SUPPORTS AND CUT PANELS
TO ACCOMMODATE NEW WORK.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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D
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C R
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2 4 6 8 10 12 14 16 18 20
P
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4' 8' 16'
1/8"=1'-0SCALE:
PLAN NORTH
AD112
SE
C
O N
D F
LO
O
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O
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TI
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P
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N
W R
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F O
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1/8" = 1'-0"A1 SECOND FLOOR - DEMOLITION PLAN
SEE SHEET A-001 FOR GENERAL DEMOLITION NOTES.
KEYNOTES
D1 REMOVE EXISTING DOOR AND/OR FRAME.
D2 REMOVE PORTION OF THE EXISTING METAL STUD AND GWB
WALL.
D3 PREPARE ALL WALLS AND ANY ASSOCIATED WALL
COMPONENTS TO RECEIVE NEW FINISHES. REMOVE WALL
FINISHES INCLUDING CORK, MILLWORK AND ABANDONED
EQUIPMENT AS REQUIRED FOR NEW CONSTRUCTION.
D4 REMOVE EXISTING FLOOR FINISH, MASTIC AND WALL BASE.
D5 REMOVE EXISTING RAISED ACCESS FLOORING. AREA OF
REMOVAL INDICATED BY DASHED LINES, COORDINATE
EXTENT WITH NEW CONSTRUCTION PLAN. AT ALL AREAS OF
FLOOR REMOVAL, INCLUDE CONCRETE FLOOR PATCHING
AND LEVELING MATERIALS TO MAKE SURFACES LEVEL.
PREPARE AS SPECIFIED BY MANUFACTURER OF FLOORING
MATERIAL.
D6 EXISTING RAISED ACCESS FLOORING TO REMAIN.
D7 REMOVE ALL EXISTING PLUMBING FIXTURES, TOILET
PARTITIONS AND LAVATORY ACCESSORIES. COORDINATE
WITH NEW CONSTRUCTION PLAN.
D8 REMOVE EXISTING RAMPING. AREA OF REMOVAL INDICATED
BY DASHED LINES. AT ALL AREAS OF REMOVAL, INCLUDE
CONCRETE FLOOR PATCHING AND LEVELING MATERIALS TO
MAKE SURFACES LEVEL. PREPARE AS SPECIFIED BY
MANUFACTURER OF FLOORING MATERIAL.
D14 REMOVE AND DISPOSE OF EXISTING ACOUSTICAL CEILING,
GRID AND SUSPENSION SYSTEM. SEE RCP FOR EXTENTS OF
CEILING DEMOLITION. SEE ELECTRICAL AND MECHANICAL
FOR SYSTEM DEMOLITION.
D15 REMOVE AND DISPOSE OF EXISTING GYPSUM BOARD
CEILING AND SUSPENSION SYSTEM.
D17 REMOVE PORTION OF WALL AND FRAME IN METAL STUD
WALL AS REQUIRED FOR NEW DOOR OPENING.
D18 REMOVE GYPSUM WALL BOARD AND STUDS / FURRING TO
EXISTING MASONRY WALL.
D22 REMOVE PORTION OF THE EXISTING CONCRETE AND/OR
CMU WALL.
D26 REMOVE EXISTING SERVICE SINK, CAP PLUMBING.
D30 REMOVE EXISTING CARPET ON RAISED ACCESS FLOORING.
EXISTING RESILIENT ACCESS FLOOR FINISH TO REMAIN.
D31 REMOVE EXISTING GWB AND METAL STUD SOFFIT, SEE MEP
DWGS FOR MORE INFO.
D34 REMOVE WALL MOUNTED SPLIT SYSTEM.
D35 COMM. CHASE TO REMAIN. SEE NEW CONSTRUCTION PLAN
FOR MORE INFORMATION.
D36 REMOVE AND DISPOSE OF TWO (2) PLASTER CEILINGS
ABOVE EXISTING ACOUSTICAL CEILING AND GRID AS
REQUIRED FOR DEMOLITION AND INSTALLATION OF NEW
DUCTWORK. SEE RCP FOR EXTENTS OF CEILING
DEMOLITION. SEE ELECTRICAL AND MECHANICAL FOR
SYSTEM DEMOLITION.
Am e n dm en t 0
/2
2/
1 1
W
2Q R
B0
7-
A B C D
EQUIPMENT
STORAGE
STAIR 1
S001
ELEV 1
E001LOADING
MECHANICAL
TELECOM
CONFERENCE
ROOM
CORRIDOR
C000
CORRIDOR
C001
ELECTRICAL
018A
OPEN YARD ELEC
018B
MECH
M002
UNISEX LAV.
T042
PIPE CLST
T042A
OFFICE
WORK ROOM
STORAGE
MECHANICAL
ELEV EQ.
011A
LAB
STAIR 2
S002
OFFICE
ELEC
ELEC
015A
HALL
H001
HALL
H002
ELEV 2
E002
MECHANICAL
LAB
MECH
M003
CORRIDOR
C002
JANITOR
COMM
GYP
8' - 0"
ACT
8' - 0"
ACT
8' - 0"
ACT
8' - 0"
OFFICE
LAB
ACT
8' - 0"
GYP
8' - 0"
GYP
8' - 0"
ACT
11' - 0"
CEILING LEGEND
EXIT LIGHT
2' x 4' ACT CEILING
(TYPE A)
GYP. BD. CEILING
(TYPE B)
2 X 4 LIGHT
FIXTURE
2 x 2 LIGHT
FIXTURE
SUSP.
FLUORESCENT
LIGHT
RETURN AIR
GRILLE
SUPPLY AIR
GRILLE
EXHAUST AIR
GRILLE
US Army Corps of Engineers ®
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4' 8' 16'
1/8"=1'-0SCALE:
PLAN NORTH
A-160
LO
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R
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C
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D C
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1/8" = 1'-0"A1 LOWER LEVEL - REFLECTED CEILING PLAN
GENERAL NOTES - RCP
1. ALL ELECTRICAL, FIRE PROTECTION, HVAC, ETC. COMPONENTS TO BE CENTERED ON ACT PANELS.
2. CENTER ALIGN CEILING GRID SYSTEM WITHIN EACH ROOM.
3. THE INFORMATION ON THE REFLECTED CEILING PLAN IS PROVIDED ONLY AS A LOCATIONAL GUIDE FOR THE CONTRACTOR. REFER TO MECHANICAL, ELECTRICAL, AND FIRE SAFETY PLANS FOR EXACT TYPE, AND LOCATIONS OF
FIXTURES, REGISTERS, AND EQUIPMENT
4. NOTIFY THE CONTRACTING OFFICER IN WRITING, PRIOR TO CONSTRUCTION, OF ANY CONFLICTS BETWEEN PROPOSED
REFLECTED CEILING ASSEMBLIES AND OTHER WORK.
5. LIGHTS IN INDIVIDUAL OFFICE ROOMS SHALL BE SWITCHED FROM INDIVIDUAL SWITCHES IN EACH ROOM.
6. SWITCH ALL DOWNLIGHTS SEPARATELY FROM 2X4 FIXTURES.
7. COORDINATE SIZE, LOCATION, AND FINISH OF REQUIRED ACCESS PANELS IN GYPSUM BOARD CEILINGS WITH
CONTRACTING OFFICER AND OTHER TRADES PRIOR TO PROCEEDING WITH CONSTRUCTION.
8. ALL GYPSUM BOARD CEILINGS TO BE PAINTED PURE WHITE, UNLESS NOTED OTHERWISE.
NOTE: SOME SYMBOLS NOT SHOWN IN
THIS LEGEND, REFER TO ELECTRICAL
AND MECHANICAL DRAWINGS FOR
TYPES, SIZE, QUANTITIES.
KEYNOTES
25 PATCH AND SEAL EXISTING PLASTER CEILING TO NEW FIRE
RATED WALL.
SEE INTERIOR SHEETS FOR ALL CEILING FINISHES.
Am e n dm en t 0
/2
2/
W
2Q R
B0
7-
N F
CLEAR
TEMPERED
VIEW LITE
6"
2'
9" 6"8"
SEE SCHEDULE SEE SCHEDULE
F1
VA
R
IE
S SEE SCHEDULE
2"2"
1 15/16" 1 15/16"
2"
1/2" 1/2"
5/ 8"
SEALANT, BOTH SIDES
METAL STUD
PARTITION, TYPE
VARIES
HOLLOW METAL
FRAME
/1 6"
/1 6"
2"
1/ 2"
1/ 2"
5/8"
SEALANT, BOTH SIDES
METAL STUD
PARTITION, TYPE
VARIES
HOLLOW METAL
FRAME
DOOR FRAME PER
SCHEDULE
FULL BED OF MASTIC
DOOR BOTTOM AND SWEEP
THRESHOLD
DOOR PER SCHEDULE
SEALANT AND BACKER
ROD TYP EACH SIDE
EXISTING 8" BOND BEAM
LINTEL - SEE STRUCTURAL
DRAWINGS
EXISTING 8" CONCRETE
AND/OR CMU WALL OR INFILL
MAS. AT NEW OPENING IN
EXIST. MAS. WALL
5 3/4"
5/ 8"
4"
PAINTED HOLLOW
METAL FRAME
CENTERED ON WALL
DOOR PER DOOR
SCHEDULE
2"
1/2"
5/ 8"
SEALANT TYP
EACH SIDE
RATED ASSEMBLY WALL,
DESIGN BASIS: ANSI/UL 263.
SEE PARTITION TYPES.
PAINTED HOLLOW METAL
FRAME, SHIM AS REQUIRED
TO MAKE LEVEL & PLUMB
METAL STUD BOX
HEADER
DOOR PER SCHEDULE
EXISTING 8" CONC.
AND/OR CMU WALL
OR INFILL MAS. AT
NEW OPENING IN
EXIST. MAS. WALL
BACKER ROD &
SEALANT TYP
EACH SIDE
PAINTED HOLLOW
METAL FRAME
CENTERED ON WALL,
SHIM AS REQUIRED TO
MAKE LEVEL & PLUMB.
FILL SOLID W/ GROUT
2" 5/8"
3/
4"
DOOR PER DOOR
SCHEDULEEXIST. MASONRY OPENING
JAMB TO REMAIN - REPAIR
SURFACE OF JAMB
DAMAGED BY DEMO OF
EXIST. DOOR
ANCHOR TO
EXIST. MAS. @
16" O.C. VERT.
2"
1/ 2"
1/ 2"
5/8"
SEALANT TYP EACH SIDE
RATED ASSEMBLY WALL,
DESIGN BASIS: ANSI/UL 263.
SEE PARTITION TYPES.
PAINTED HOLLOW
METAL FRAME, SHIM
AS REQUIRED TO MAKE
LEVEL & PLUMB
DOOR PER DOOR SCHEDULE
STEEL RUNNER TRACK
EXISTING CONCRETE SLAB
EXISTING RAISED ACCESS FLOOR
F.F.E.
F.F.E.
T.O.S.
DOOR PER SCHEDULE
THRESHOLD
BLOCKING
PROVIDE STUD WALL UNDER
THRESHOLD 362S20054
WALL AS SCHEDULED
SURFACE MOUNTED
CABINET (FEC)
SURFACE
MOUNTED F.E.
CABINET
CARRYING
HANDLE AT 4' -
0" - 5' - 0" A.F.F.
A.
F.
F.
4'
0"
F.F.
A.
F.
F.
0 0
US Army Corps of Engineers ®
SHEET ID
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2' 4' 8'
1/4"=1'-0SCALE:1 1/2"=1'-0"SCALE:
0.25' 0.5' 1' 1.5' A-601
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DOOR SCHEDULE
NO. FIRE RATING
DOOR FRAME DETAILS
COMMENTSTYPE
SIZE
MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILLWIDTH HEIGHT THICKNESS
FIRST FLOOR - EAST
100D F 2' - 10" 7' - 0" 1 3/4" HM PT EX - - - - -
103 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
105 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601 DOUBLE DOOR 106 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601 DOUBLE DOOR
S102 60 MIN. N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
FIRST FLOOR - WEST
108 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
120 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601 DOUBLE DOOR
120A F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
121 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601 DOUBLE DOOR
121A F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
122 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
122A F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
T141 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
T142 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
LOWER LEVEL - EAST
003 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
005 F 2' - 6" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601 DOUBLE DOOR
007 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
011 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
011A 60 MIN. F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
013 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
015 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
016 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
017 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
018 90 MIN. F 2' - 6" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
S002 60 MIN. N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601 GLAZING SHALL BE GL-1
LOWER LEVEL - WEST
007A F 4' - 0" 7' - 0" 1 3/4" HM PT EX - - - - -
023 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
023A F 2' - 10" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
LOWER LEVEL MID
025 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
T042 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
T042A 90 MIN. F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L8/A-601 H8/A-601 E1/A-601
SECOND FLOOR - EAST
202 2' - 8" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
209A F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
S202 60 MIN. N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601 GLAZING SHALL BE GL-1
SECOND FLOOR - WEST
014 3' - 0" 7' - 0" 1" 201 N 2' - 6" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601 DOUBLE DOOR
204 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
205 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601 DOUBLE DOOR
206 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
207 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601 DOUBLE DOOR
209 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601
225 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E4/A-601 DOUBLE DOOR
225A N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E4/A-601 DOUBLE DOOR
225B F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E4/A-601
226 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601 DOUBLE DOOR
226A F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
227 N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601 DOUBLE DOOR
228 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
228A F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
243 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
T241 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
T242 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
T244 F 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L1/A-601 H1/A-601 E1/A-601
THIRD FLOOR - EAST
S302 60 MIN. N 3' - 0" 7' - 0" 1 3/4" HM PT F1 HM PT L4/A-601 H4/A-601 E1/A-601 GLAZING SHALL BE GL-1
SCALE: 1/4" = 1'-0"
DOOR TYPES
SCALE: 1/4" = 1'-0"
FRAME TYPES
1 1/2" = 1'-0"L1 DOOR HEAD - NEW STUD
1 1/2" = 1'-0"H1 DOOR JAMB - NEW STUD
1 1/2" = 1'-0"E1 DOOR SILL
1 1/2" = 1'-0"L4 DOOR HEAD - CONC/CMU
1 1/2" = 1'-0"L8 DOOR HEAD - RATED
1 1/2" = 1'-0"H4 DOOR JAMB - CONC/CMU
1 1/2" = 1'-0"H8 DOOR JAMB - RATED
GLAZING SCHEDULE
TYPE DESCRIPTION FIRE RATING
GL1 7/8” (NOMINAL) FIRE PROTECTION RATED GLASS 45 MIN
NOTE: SEE SPECIFICATIONS FOR DOOR HARDWARE.
1 1/2" = 1'-0"E4 THRESHOLD DTL AT RAISED ACCESS FLOORING
1 1/2" = 1'-0"A8 FIRE EXTINGUISHER CABINET
3'-0" / 2'-0"
3'-0" / 2'-0"
Am e n dm en t 0
/1
6/
Am e n dm en t 0
/2
2/
2 2
W
2Q R
B0
7-
| 479879AD110 |
| Sheets |
| A-160 - LOWER LEVEL - REFLECTED CEILING PLAN |
| AD110 - LOWER LEVEL DEMOLITION PLAN |
| AD112 - SECOND FLOOR DEMOLITION PLAN |
| 479879AD112 |
| Sheets |
| A-160 - LOWER LEVEL - REFLECTED CEILING PLAN |
| AD110 - LOWER LEVEL DEMOLITION PLAN |
| AD112 - SECOND FLOOR DEMOLITION PLAN |
| 479879A-160 |
| Sheets |
| A-160 - LOWER LEVEL - REFLECTED CEILING PLAN |
| AD110 - LOWER LEVEL DEMOLITION PLAN |
| AD112 - SECOND FLOOR DEMOLITION PLAN |
| 479879A-601 |
| Sheets |
| A-601 - DOORS SCHEDULE AND DETAILS |
File details come from the government source that posted it. Updated .