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Repairs and Improvements
OWNER: STATE OF MISSOURIMICHAEL L. PARSON,GOVERNOR
PROJECTMANAGEMENT:
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIES MANAGEMENT,DESIGN AND CONSTRUCTION
DESIGNER: PWArchitects2120 Forum Blvd. Suite 101Columbia, MO 65203
PROJECT NUMBER: R2007-01
SITE NUMBER: 6011FACILITY NUMBER: 8136011011
MSHP Aircraft Hangar
Interior and Exterior
SHEET NUMBER:
G-00112/27/2019
DEPARTMENT OFPUBLIC SAFETY
Jefferson City, Missouri
PWArchitects, Inc.
PWArchitects.com | 573.449.2683Columbia, Missouri 65203
2120 Forum Blvd., Ste. 101
Peckham & Wright Architects, Inc., d.b.a.
1 OF 28 SHEETS
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-0160118136011011
12/27/2019
A-FP-01LCEMEM
SHEET INDEX, SYMBOLS LEGEND& LOCATION MAP
G0022 OF 28 SHEETS12/27/2019
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
PWArchitects, Inc.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
A
1
ARCH. SCALE
GRID REFERENCE
DRAWING TITLE
SCALE: X/X" = 1'-0"
??
A100
A2
A1
SCALE: X/X" = 1'-0"
DRAWING TITLE
1
1
000A
9
A000
A0
1
A1
A100
ARCH. SCALE
GRID REFERENCE
PAGE FIRST REFERENCED
(IF APPLICABLE)
T
G
9
9
.
9
9
TC - TOP OF CURB TG -
TOP OF GRADE TW -
TOP OF WALL TP - TOP
OF PAVINGN
E
W
E
X
I
S
T
I
N
G
T
C
9
9
.
9
9
***** FLOOR
000.OO'
SPOT ELEV. BULLETS
BENCHMARK BULLET
COLUMN LINE BULLETS
GENERAL NOTE BULLET
REVISION NOTE BULLET
WINDOW MARK BULLET
NORTH ARROW
GRID REFERENCE
ALWAYS ON TOP
SHEET NUMBER
DOOR MARK BULLET SECTION BULLET
A100
A1
SHEET NUMBER
GRID REFERENCE
SCOPE OF WORK BULLET
SHEET NUMBER
GRID REFERENCE
ONE ELEVATION
PLAN / ELEVATION DETAIL BULLETELEVATION BULLETS
DRAWING BULLET WITHOUT NORTH ARROW
DRAWING BULLET WITH NORTH ARROW
WALL PARTITION (TYPE) FLAG
A
SYMBOLS LEGEND
SHEET INDEX
MECH, ELEC, & PLUMBING
M-100 MECHANICAL PLAN
M-500 MECHANICAL DETAILS & SCHEDULES
EP-100 POWER PLAN
EP-101 POWER PLAN
EL-100 LIGHTING PLAN
EL-101 LIGHTING PLAN
E-500 POWER DETAIL & SCHEDULES
P-100 PLUMBING PLAN
P-101 PLUMBING PLAN
P-500 PLUMBING DETAILS & SCHEDULES
GENERAL
G001 COVER SHEET
G002 SHEET INDEX, SYMBOLS LEGEND,
AND LOCATION MAP
G003 CODE AND EGRESS PLANS
DEMOLITION
D101 DEMOLITION FLOOR PLANS
D102 DEMOLITION REFLECTED CEILING PLANS
STRUCTURAL
S-100 COVER SHEET
S-200 FRAMING PLAN
S-201 STAIR FRAMING PLAN AND DETAILS
S-202 ENLARGED PLAN AND DETAILS
ARCHITECTURAL
A-100 OVERALL BUILDING PLAN
A-101 RENOVATION PLANS
A-102 REFLECTED CEILING PLANS
A-201 INTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-501 WALL AND SECTION DETAILS
A-601 FINISH, DOOR AND WINDOW SCHEDULE AND DETAILS
A1
LOCATION MAP
NOT-TO-SCALE
PROJECT
LOCATION
STORAGE
RAMP
UP
STAIR
SPKR
STORAGEREST.
RA
MP
RA
MP
12
12
AA
BB
CC
DD
01
LOBBY
02
CORR.
03
04 05
WAITING
06
FE
34
UP
(34" CLEAR PROVIDED)
12*.2" = 2.4" REQUIRED WIDTH
12
4
12
12
14
HARDENED ROOM
CAPACITY
112 SQ.FT./7=16
FIRE EXTINGUISHER FIRE EXTINGUISHER
GENERAL INFORMATION
LOCATION OF PROJECT: Missouri State Highway PatrolAviation Support Hanger Office511 Airport RoadJefferson City, MO 65101
STRUCTURAL ENGINEER:
ARCHITECT: PWARCHITECTS
2120 FORUM BLVD. SUITE 101
COLUMBIA, MO 65203
(573)449-2683
M/E/P ENGINEER: J-SQUARED ENGINEERING
2401 BERNADETTE DRIVE, SUITE 201
COLUMBIA, MISSOURI 65203
(573) 234-4492 OFFICE
CROCKETT ENGINEERING CONSULTANTS
1000 W. NIFONG BLVD.
COLUMBIA, MO 65203
(573) 447-0292
PROJECT DESCRIPTION
RENOVATIONS AND REPAIR OF EXISTING 2 STORY OFFICE BUILDING.
NEW METAL STUD WALLS WITH CEMENTITIOUS SIDING
FLOOD ZONE?
APPLICABLE CODES
BUILDING HEIGHTS AND AREAS (Chapter 5)
BASIC ALLOWABLE
B BUSINESS, TYPE V-B: 2 STORIES NOT TO EXCEED 40' ABOVE GRADE , 9,000 S.F.
S-1 STORAGE, TYPE V-B: 1 STORIES NOT TO EXCEED 40' ABOVE GRADE , 36,000 S.F. (S1)
EXISTING HANGER BUILDING 30' TALL, 15,980 S.F.
EXISTING OFFICE 2 STORIES, 20' TALL, 2,059 S.F. PER LEVEL
OCCUPANCY TYPE (Chapter 3)
S-1 STORAGE AIRCRAFT HANGER STORAGE AND REPAIR, B-1 BUSINESS
TYPES OF CONSTRUCTION (Chapter 6)
CONSTRUCTION TYPE VB
Structural Fire Ratings (Table 601)
Structural frame including columns, girders & trusses 0 hr.
Bearing exterior walls 0 hr.
Bearing interior walls 0 hr.
Nonbearing exterior walls & partitions 0 hr.
Nonbearing interior walls & partitions 0 hr.
Floor construction including supporting beams & joists 0 hr.
Roof construction including supporting beams & joists 0 hr.
2015 - International Building Code
2015 - International Mechanical Code
2015 - International Plumbing Code
2015 - International Fuel Gas Code
2009 - National Electrical Code
2015 - International Energy Conservation Code
2015 - International Fire Code
2015 - International Existing Building Code
Fire Resistance Rating - Exterior Walls (Table 602)
Type VB - S-1 / B
<5' 2hr.
> 5' <10' 1hr.
> 10' < 30' 0hr.
> 30' 0hr.
Exterior Opening Requirements (Table 704.8)
No Limit
FIRE PROTECTION FEATURES
MEANS OF EGRESS (Chapter 10)
1005.1 EGRESS WIDTHS - SEE BELOW
1004 DESIGN OCCUPANT LOADS
B - Business = sq. ft. / 100
A - Assembly unconcentratd = sq. ft. / 15
S - Storage (mechanical) = sq. ft. / 300
S - Storage (warehouse) = sq. ft. / 500
TOTAL = limited 12
EGRESS WIDTH REQUIRED = X", X" PROVIDED
1006 MEANS OF EGRESS ILLUMINATION
Required for A2/M/B/R-2 corridors
1007.1 Accessible means of egress
Two required
1008.1.1"Min. clear width of 32" measured from the face of the door and the
stop with the door open 90 degrees."
1008.1.2Doors shall swing in the direction of egress travel where serving an
occupant load of 50 or more.
1011.1 EXIT SIGNS
100 feet or viewable.
1011.2 Exit signs shall be internally or
externally illuminated.
1014.3 Common path of egress
Shall not exceed 75 feet
1016.1 TRAVEL DISTANCE
S 300 feet
1017.1 CORRIDORS
"Minimum width is 36".
1017.3 Dead ends
is 20 feet
1018 MIN NUMBER OF EXITS
2 exits required
1024.1 Exit Discharge
Exits shall discharge directly to exterior of building
PLUMBING FIXTURES (2015 IPC)
OCCUPANT LOADS FOR DETERMINING REQUIRED PLUMBING FIXTURES
B - 1 PER 25 FOR THE FIRST 50 & 1 PER 50 REMAINING = 1
REQUIRED, 1 PROVIDED, 1 EXISTING
SERVICE SINK REQUIRED AND PROVIDED
Fire Alarm: Not Required/Not Provided
Fire Alarm through Suppression-Standpipes: Not Required/Not Provided
Remote Annuciator Panel: Not Required/Not Provided
Smoke Detection: Not Required
Heat Detection: Not Required/Not Provided
Fire Pump: Not Required/Not Provided
Backup Power: Not Required/Not Provided
Suppression - Standpipes: Not Required/ Provided in Hanger
Suppression - Automatic: Not Required/ Provided in Hanger
Fire Extinguishers: Required/Provided: Per NFPA 10 - 1 PER 75' = 5 PROVIDED
Type I Commercial Hoods: Not Required/Not Provided
WATER SUPPLY?
FIRE DEPARTMENT CONNECTION
DEFFERED SUBMITTALS
n/a
DESIGNATED MEANS
OF EGRESS
CIRCULATION SPACE
LINETYPE AND HATCH DESIGNATIONS
HALL
DN
OFFICE
NEW
OFFICE OFFICE OFFICE
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING OPEN
OFFICE
NEW
OFFICE
NEW
17
16
15 14 13 12 11
REST.
EXISTING
10 08 07
STAIR
09
18
12
12
AA
BB
CC
DD
12
FIRE EXTINGUISHER FIRE EXTINGUISHER
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-0160118136011011
12/27/2019
A-FP-01LCEMEM
CODE PLANS
G-0033 OF 28 SHEETS12/27/2019
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
PWArchitects, Inc.
A1
FIRST FLOOR CODE PLAN
SCALE: 3/16" = 1'-0"
E1
SECOND FLOOR CODE PLAN
SCALE: 3/16" = 1'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
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L
M
DE
MO
LIT
IO
N R
EF
LE
CT
ED
C
EIL
IN
G P
LA
N
MAINTENANCE SHOP
RAMP
3
2
22
2
1
1
1
5
4
11
6
7
88
4
4
9
13
13
13
13
3 3
21
1
22
23 23
24
22
26
4
13
13
13
13
29
2929
30
1
2
DEMO AND REMOVE EXISTING
DOOR AND FRAME
DEMO AND REMOVE EXISTING VINYL
CASEMENT WINDOW AND FRAME
3SHORE UP EXISTING FLOOR
FRAMING. DEMO AND REMOVE
EXISTING 2X4 WOOD STUD WALL
4
5DEMO AND REMOVE EXISTING
WOOD STAIRS
SHORE UP EXISTING FLOOR
FRAMING. DEMO AND REMOVE
EXISTING FLAT 2X4 WOOD STUD
WALL
7DEMO AND REMOVE EXISTING
CONCRETE RAMP
6DEMO AND REMOVE EXISTING
WOOD STAIR
8DISASSEMBLE AND REMOVE
EXISTING EXHAUST DUCTWORK TO
ABOVE SECOND FLOOR. SALVAGE,
TO BE REINSTALLED
9WET SAW CUT AND DEMO EXISTING
10" CONCRETE FLOOR SLAB AS
REQUIRED FOR NEW PLUMBING
INSTALLATION - SEE MEP
10DEMO AND REMOVE EXISTING
WOOD STUD AND GYPSUM BOARD
WALLS
11DEMO AND REMOVE EXISTING
FLOOR AND FLOOR JOISTS AS
REQUIRED FOR NEW RESTROOM
CONSTRUCTION
12REMOVE EXISTING CARPET
13 REMOVE ALL EXISTING PRE-FINISHED
METAL BUILDING SIDING FROM THE
BOTTOM UP TO THE SECOND GIRT 7'-0" F.V.
AROUND ENTIRE BUILLDING
14 DEMO AND REMOVE EXISTING GYPSUM
BOARD AND WOOD TRIM ON EXISTING
WOOD STUD WALLS.
15 DEMO AND REMOVE EXISTING WOOD
FLOOR AND WALL FRAMING, GYPSUM
BOARD AND SUBFLOOR AS REQUIRED FOF
NEW STAIR WIDTH AND OVERHEAD
CLEARANCE.
16 EXISTING RESTROOM WALLS AND
FINISHES TO REMAIN
17DEMO AND REMOVE EXISTING
WOOD STUD AND GYPSUM BOARD
WALLS FOR NEW DOOR LOCATION
18REMOVE, SALVAGE, TO BE
RELOCATED EXISTING PREHUNG
WOOD DOOR AND FRAME
19DEMO AND REMOVE EXISTING
PLASTIC LAMINATE BASE AND
WALL CABINETS AND COUNTER
TOP
21REMOVAL AND ABATEMENT OF
EXISTING ASBESTOS CONTAINING
FLOOR MASTIC BY OWNER PRIOR
TO DEMOLITION.
22DEMO AND REMOVE EXISTING
REMAINING GYPSUM BOARD ON
LOWER LEVEL WALLS AT TOP OF
WALL
23DEMO AND REMOVE EXISTING
CERAMIC TILE FLOORING
24DEMO AND REMOVE EXISTING
SANITARY SEWER, VENT AND WATER
PIPING, SEE MEP.
25DEMO AND REMOVE EXISTING PAPER
FACED FIBERGLASS BATT INSULATION
AT EXTERIOR WALLS ABOVE THE
SECOND GIRT. DEMO AND REMOVE
EXISTING METAL BUILDING
INSULATION UP TO NEXT GIRT ABOVE
THE SECOND LEVEL FINISH FLOOR.
27TEMPORARY SHORING FOR EXISTING
WALL: INSTALL 2 PLY 2X12X16'-0" SYP
SELECT STRUCTURAL BEAM CENTERED
ON FLOOR OPENING FASTENED TO EACH
STUD WITH 3 #10 TEK SCREWS WITH 1"
EMBEDMENT INTO EACH EXISTING WALL
STUD.
28PROVIDE TEMPORARY SUPPORT FOR
REMAINING PORTION OF EXISTING FLOOR
JOISTS UNTIL PERMANENT SUPPORT IS
PROVIDED
29SAW CUT AND DEMO EXISTING
CONCRETE SLAB AS REQUIRED FOR NEW
RAMP INSTALLATION - SEE STRUCTURAL
30TEMPORARY CONSTRUCTION BARRIER
20ALTERNATE #1: REMOVE EXISTING
DOUBLE HUNG VINYL WINDOWS.
TO BE REPLACED.
26ALTERNATE #2: RAKE BACK, DEMO
AND REMOVE EXISTING EXPANSION
JOINTS
PWArchitects, Inc.
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
A1
FIRST FLOOR DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/19
A-FP-01LCEMEM
DEMOLITIONPLANS
D-1014 OF 28 SHEETS12/27/19
GENERAL DEMOLITION NOTES
1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO EXECUTING ANY WORK. NOTIFY
OWNER'S REPRESENTATIVE OF ANY
DIMENSIONS OR WORK DIFFERING FROM THAT
SHOWN, PRIOR TO PROCEEDING WITH WORK.
2. ALL DIMENSIONS ARE TO FACE OF FINISHED
WALL UNLESS OTHERWISE NOTED.
3. DO NOT SCALE DRAWINGS - WHERE
DIMENSIONAL DISCREPANCIES ARE
ENCOUNTERED, NOTIFY OWNER'S
REPRESENTATIVE PRIOR TO PROCEEDING WITH
THE WORK.
4. REMOVE ALL TRASH, DEBRIS, AND OTHER
MATERIAL CREATED AS A RESULT OF THE
CONSTRUCTION WORK.
5. PROTECT ALL ADJACENT AREAS NOT
DESIGNATED FOR WORK. REPLACE OR RESTORE
DAMAGED ITEMS & AREAS AT NO ADDITIONAL
COST TO OWNER.
6. DEMOLISH AND REMOVE ALL EXISTING
BUILDING ELEMENTS AS NOTED AND THOSE
THAT WOULD INTERFERE WITH THE NEW
RENOVATION WORK. VERIFY WITH OWNER'S
REPRESENTATIVE REMOVAL OF ANY ITEMS NOT
NOTED FOR DEMOLITION.
7. DEMOLITION CONTRACTOR TO VERIFY WALL
TYPES.
8. DASHED LINES INDICATE EXISTING BUILDING
COMPONENTS TO BE REMOVED.
9. SEE MEP DEMOLITION PLANS.
DEMOLITION SCOPE OF WORK NOTES
ALTERNATE DEMOLITION SCOPE OF WORK
5
5
5
6
6
7
7
HALL
OFFICE
OFFICE
EXISTING
OFFICE
BATHROOM
OFFICE
OFFICE
OPEN OFFICE
OFFICE
1
3
1
1
1
1
1
1
1
1
1
2
DEMO AND REMOVE EXISTING
ACOUSTIC CEILING TILE AND GRID,
LIGHTS AND HVAC GRILLS AND
DIFFUSERS
NOT USED
3EXISTING GYPSUM BOARD CEILING
AND ATTIC ACCESS LADDER TO
REMAIN
4EXISTING GYPSUM BOARD CEILING
AND ATTIC ACCESS LADDER TO
REMAIN
5DEMO AND REMOVE ALL EXISTING
GYPSUM BOARD CEILING ON THE
UNDERSIDE OF EXISTING FLOOR
JOISTS.
6DEMO AND REMOVE ALL EXISTING
DUCTWORK, SEE MEP
7DEMO AND REMOVE EXISTING
LIGHTING, SEE MEP
8DEMO AND REMOVE EXISTING
CONDUIT AND WIRING, SEE MEP
9DEMO AND REMOVE EXISTING
REMAINING GYPSUM BOARD ON
WALLS
HALL
OFFICE
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING OPEN
5
10
18
10
12
11
18
12
12
12
12
12
12
12
14
14
15
4'
16
14
17
14
14
18
18
18
14
14
19
2020202020
20
14
16'-10"
120'-9"
16'-10"
25
25
25
28
27
14
1
2
DEMO AND REMOVE EXISTING
DOOR AND FRAME
DEMO AND REMOVE EXISTING VINYL
CASEMENT WINDOW AND FRAME
3SHORE UP EXISTING FLOOR
FRAMING. DEMO AND REMOVE
EXISTING 2X4 WOOD STUD WALL
4
5DEMO AND REMOVE EXISTING
WOOD STAIRS
SHORE UP EXISTING FLOOR
FRAMING. DEMO AND REMOVE
EXISTING FLAT 2X4 WOOD STUD
WALL
7DEMO AND REMOVE EXISTING
CONCRETE RAMP
6DEMO AND REMOVE EXISTING
WOOD STAIR
8DISASSEMBLE AND REMOVE
EXISTING EXHAUST DUCTWORK TO
ABOVE SECOND FLOOR. SALVAGE,
TO BE REINSTALLED
9WET SAW CUT AND DEMO EXISTING
10" CONCRETE FLOOR SLAB AS
REQUIRED FOR NEW PLUMBING
INSTALLATION - SEE MEP
10DEMO AND REMOVE EXISTING
WOOD STUD AND GYPSUM BOARD
WALLS
11DEMO AND REMOVE EXISTING
FLOOR AND FLOOR JOISTS AS
REQUIRED FOR NEW RESTROOM
CONSTRUCTION
12REMOVE EXISTING CARPET
13 REMOVE ALL EXISTING PRE-FINISHED
METAL BUILDING SIDING FROM THE
BOTTOM UP TO THE SECOND GIRT 7'-0" F.V.
AROUND ENTIRE BUILLDING
14 DEMO AND REMOVE EXISTING GYPSUM
BOARD AND WOOD TRIM ON EXISTING
WOOD STUD WALLS.
15 DEMO AND REMOVE EXISTING WOOD
FLOOR AND WALL FRAMING, GYPSUM
BOARD AND SUBFLOOR AS REQUIRED FOF
NEW STAIR WIDTH AND OVERHEAD
CLEARANCE.
16 EXISTING RESTROOM WALLS AND
FINISHES TO REMAIN
17DEMO AND REMOVE EXISTING
WOOD STUD AND GYPSUM BOARD
WALLS FOR NEW DOOR LOCATION
18REMOVE, SALVAGE, TO BE
RELOCATED EXISTING PREHUNG
WOOD DOOR AND FRAME
19DEMO AND REMOVE EXISTING
PLASTIC LAMINATE BASE AND
WALL CABINETS AND COUNTER
TOP
21REMOVAL AND ABATEMENT OF
EXISTING ASBESTOS CONTAINING
FLOOR MASTIC BY OWNER PRIOR
TO DEMOLITION.
22DEMO AND REMOVE EXISTING
REMAINING GYPSUM BOARD ON
LOWER LEVEL WALLS AT TOP OF
WALL
23DEMO AND REMOVE EXISTING
CERAMIC TILE FLOORING
24DEMO AND REMOVE EXISTING
SANITARY SEWER, VENT AND WATER
PIPING, SEE MEP.
25DEMO AND REMOVE EXISTING PAPER
FACED FIBERGLASS BATT INSULATION
AT EXTERIOR WALLS ABOVE THE
SECOND GIRT. DEMO AND REMOVE
EXISTING METAL BUILDING
INSULATION UP TO NEXT GIRT ABOVE
THE SECOND LEVEL FINISH FLOOR.
27TEMPORARY SHORING FOR EXISTING
WALL: INSTALL 2 PLY 2X12X16'-0" SYP
SELECT STRUCTURAL BEAM CENTERED
ON FLOOR OPENING FASTENED TO EACH
STUD WITH 3 #10 TEK SCREWS WITH 1"
EMBEDMENT INTO EACH EXISTING WALL
STUD.
28PROVIDE TEMPORARY SUPPORT FOR
REMAINING PORTION OF EXISTING FLOOR
JOISTS UNTIL PERMANENT SUPPORT IS
PROVIDED
29SAW CUT AND DEMO EXISTING
CONCRETE SLAB AS REQUIRED FOR NEW
RAMP INSTALLATION - SEE STRUCTURAL
30TEMPORARY CONSTRUCTION BARRIER
20ALTERNATE #1: REMOVE EXISTING
DOUBLE HUNG VINYL WINDOWS.
TO BE REPLACED.
26ALTERNATE #2: RAKE BACK, DEMO
AND REMOVE EXISTING EXPANSION
JOINTS
PWArchitects, Inc.
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
E1
FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN
SCALE: 3/16" = 1'-0"
J1
SECOND FLOOR REFLECTED CEILING DEMOLITION PLAN
SCALE: 3/16" = 1'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A-FP-01LCEMEM
DEMOLITIONREFLECTED CEILINGPLANS
D-1025 OF 28 SHEETS12/27/2019
REFLECTED CEILING PLAN DEMOLITION
SCOPE OF WORK NOTES
A1
SECOND FLOOR DEMOLITION PLAN
SCALE: 3/16" = 1'-0"
DEMOLITION PLAN SCOPE OF WORK NOTES
ALTERNATE DEMOLITION SCOPE OF WORK
GENERAL NOTES
ELEVATION DATUM
DESIGN SPECIFICATIONS
EARTHWORK
COVER / GENERAL STRUCTURAL DATA S-100FRAMING PLAN S-200
INDEX OF SHEETS
Interior and ExteriorRepairs and Improvements
MSHP Aircraft HangarJefferson City, Cole County, Missouri
TIMBER
CONCRETE
” ””
COLD-FORMED METAL FRAMING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A-FP-01RCAGLLGLL
12/27/2019
POST-INSTALLED ANCHORS
“ ”
SPECIAL INSPECTIONSSTRUCTURAL STEELMASONRY
”” ” ” ”
“ ” “ ”
”
COVER / GENERALSTRUCTURAL DATA
S-10006 OF 28 SHEETS
STAIR FRAMING PLANS AND DETAILSSTAIR FRAMING PLANS AND DETAILS S-201S-202ENLARGED FRAMING PLAN AND DETAILS
NON-COMPOSITE DECK / SUSPENDED SLABS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A-FP-01RCAGLLGLL
12/27/2019
FRAMING FLOOR PLAN
N
FRAMING SECTION FRAMING SECTIONFRAMING SECTION
FRAMING PLAN
S-20007 OF 28 SHEETS
FULL HEIGHT BRACING DETAIL
STRAP STRAP SCREWS BACK-TO-BACKSTUDS
BASE TO SLABCONNECTION HOLDDOWN TOP & BOTTOM
TRACK
FRAMING NOTES
CONCRETE RAMP SECTION
NOTE:
FRAMING SECTION
℄
FRAMING SECTION
NOTE:
TYP. WALL BASE TRACK CONNECTION SECTIONFRAMING SECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A-FP-01RCAGLLGLL
12/27/2019
STAIR FRAMING
S-20108 OF 28 SHEETS
℄
FRAMING SECTION
℄
BASE PLATE - A
℄
℄
GUARDRAIL/HANDRAIL ATTACHMENT DETAILBRACE CONNECTION DETAIL BRACE CONNECTION DETAIL
TYP. BEAM TO BEAM CONNECTIONFRAMING DETAIL
STAIR TREAD DETAIL
PLANS & DETAILS
ENLARGED STAIR PLAN
N
ENLARGED STAIR PLANN
COLUMN TO STRINGER DETAIL
FRAMING SECTION
℄
℄
NOTE:
NOTE:
HARNESS ATTACHMENT DETAIL
℄
℄
NOTE:
NOTE:
COLUMN CONNECTION SECTION
℄
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A-FP-01RCAGLLGLL
12/27/2019
S-20209 OF 28 SHEETS
CMU SECTION
CMU SECTION
CMU SECTION
CMU SECTION
ENLARGED FRAMING PLANN
CMU SECTION @ BASE
CMU SECTION
ENLARGED FRAMINGPLAN & DETAILS
NOTE:
TYPICAL MASONRY OPENING REINFORCEMENTCMU LINTEL DETAIL
℄
WELD PATTERN
WIRE MESH PLACEMENT
STORAGE
RAMP
UP
STAIR
SPKR
MAINTENANCE SHOP
RAMP
STORAGEREST.
RA
MP
RA
MP
12
12
AA
BB
CC
DD
01
LOBBY
02
CORR.
03
04 05
WAITING
06
FE
34
UP
A101
A1
4
71
'-2
1 2
"
16
'-9
3 4
" F
.V
.
10
5'-2
1 4
"
4
12
6'-1
1
3 4
" F
.V
.
3
3
18
' F
.V
.
3
15
'-1
1 2
" F
.V
.
49
'-9
" F
.V
.
20
'-3
3 4
" F
.V
.
5
5
ENLARGED PLAN
48
'-2
1 2
"
6
A301
A1
A301
A8
A302
A1
A302
A8
A202
D1
A202
G1
A202
K1
A202
A1
10
10
10
10
10
10
10
10
5
11
11
A501
A4
ENLARGED PLAN
A501
A1
ENLARGED PLAN
15
1NEW CONCRETE RAMP SEE STRUCTURAL
DOOR KEY: SEE DOOR SCHEDULE A-601
WINDOW KEY: SEE WINDOW SCHEDULE A-601
A
B
C
D
E
F
NEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
NEW PAIR 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
NEW PAIR 3'-0" x 7'-0" HOLLOW
METAL FRAME, FRP DOOR
NEW 2'-0" x 7'-0" HOLLOW METAL
FRAME, FRP DOOR
NEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, STEEL DOOR
NEW 3'-0" x 7'-0" PRE-HUNG WOOD
DOOR AND FRAME
2 REINSTALL EXISTING DUCTWORK - SEE MEP
A
GEXISTING DOOR AND FRAME TO
REMAIN
WALL KEY: SEE FINISH SCHEDULE A-601
NEW 6" 16 GA. GALVANIZED METAL
STUDS @ 24" O.C., CEMENTIOUS SIDING
WALL PANELS ON INTERIOR SIDE,
PRE-FINISHED METAL LINER WALL
PANELS w/ CLOSED CELL SPRAY FOAM
INSULATION SPRAYED ON THE INSIDE
OF CEMENTIOUS SIDING WALL PANELS
BNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C., CEMENTIOUS SIDING
WALL PANELS ONE SIDE.
CNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C.,PRE-FINISHED METAL
LINERS FULL HEIGHT
D8" CMU GROUTED SOLID
E2x4 WOOD STUDS @ 16" O.C., SOUND
BATT INSULATION w/ 1/2" GYPSUM
BOARD EACH SIDE TO UNDERSIDE OF
EXISTING CEILING. PAINTED TO MATCH
EXISTING
3INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM FLOOR TO THE THIRD
WALL GIRT (13'-0"+/- F.V.)
4INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY FOAM
INSULATION ON THE INSIDE FACE OF THE
EXTERIOR METAL WALL PANELS FROM
FLOOR TO THE THIRD WALL GIRT (12'-0"+/-
F.V.) AND INSTALL NEW PRE-FINISHED
METAL LINERS FULL HEIGHT (23'-6" +/-
F.V.) WITH A PANEL SEAM MID HEIGHT.
5INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM FLOOR TO THE
SECOND WALL GRIT (7'-0"+/- F.V.)
6INSTALL NEW PRE-FINISHED METAL
LINERS FULL HEIGHT (23'-6" +/- F.V.)
BREPLACE EXISTING VINYL
CASEMENT WINDOW WITH NEW
FIXED ALUMINUM WINDOW
7PRE-ENGINEERED GALVANIZED
STEEL STAIR STRUCTURE WITH
ENCLOSED BACK GALVANIZED STEEL
BAR GRATE TREADS, 1-1/4" I.D. SCH.
40 PIPE W/ VERTICAL POSTS @ 5'-0"
O.C. MAX. GALVANIZED STEEL
GUARDRAILS AND HANDRAILS.
8PREPARE, STAIN AND SEAL ALL NEW
AND EXISTING CONCRETE FLOORS
9INSTALL NEW CARPET TILE
FLOORING
10INSTALL NEW PRE-FINISHED
ALUMINUM METAL BUILDING SIDING
FROM THE BOTTOM UP TO THE
SECOND GIRT 7'-0" +/- F.V.
FNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 24" O.C., CEMENTIOUS
SIDING WALL PANELS BOTH SIDES
11
INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM THE SECOND WALL
GRIT UP TO EXISTING METAL
BUILDING INSULATION (36"+/- F.V.)
12
NEW PAINTED GYPSUM BOARD
WALLS AND TRIM ON EXISTING 2X
WOOD STUDS
13
RE-FRAME AND DECK FLOOR WHERE
REMOVED TO MATCH EXISTING. SEE
STRUCTURAL
14
RE-FRAME AND DECK FLOOR WHERE
STAIR WAS REMOVED TO MATCH
EXISTING. SEE STRUCTURAL
HNEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
15
ALTERNATE #2: RESEAL EXISTING
CONCRETE FLOOR SLAB CONTROL
JOINTS. WASH AND CLEAN EXISTING
EPOXY FLOOR.
16
PAINT NEW AND EXISTING CONCRETE
RAMPS WITH EPOXY TO MATCH
EXISTING WITH 2" SAFETY YELLOW
STRIPING AT ALL EDGES
WINDOW KEY: SEE WINDOW SCHEDULE A-601
AALTERNATE #1: REPLACE EXISTING
VINYL WINDOWS WITH NEW ALUMINUM
WINDOWS
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A-FP-01LCEMEM
OVERALL BUILDINGPLAN
A-10010 OF 28 SHEETS12/27/2019
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
PWArchitects, Inc.
A1
OVERALL BUILDING PLAN
SCALE: 1/8" = 1'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
F
G
H
J
K
L
M
E
GENERAL FLOOR PLAN NOTES
1. FIELD VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO EXECUTING ANY
WORK. NOTIFY ARCHITECT OF ANY
DIMENSIONS OR WORK DIFFERING FROM
THAT SHOWN, FOR CLARIFICATION BY
THE ARCHITECT PRIOR TO PROCEEDING
WITH WORK.
2. VERIFY ALL ROUGH OPENINGS FOR
DOORS, WINDOWS, EQUIPMENT, &
OTHER "BUILT-IN" ITEMS PRIOR TO
EXECUTION OF ANY WORK AFFECTED BY
SAME.
3. LOCATE DOOR OPENINGS WHICH ARE
NOT DIMENSIONED OTHERWISE,
CENTERED IN WALL AND 4" FROM
FINISHED WALL TO FINISHED JAMB.
4. COORDINATE ALL FLOOR DRAINS AND
OTHER REFERENCED MECHANICAL,
ELECTRICAL, OR PLUMBING ITEMS WITH
M.E.P. ENGINEER.
5. COORDINATE ALL REQUIRED UTILITIES
WITH EQUIPMENT MANUFACTURER.
6. ALL DIMENSIONS ARE TO FACE OF STUD
UNLESS NOTED OTHERWISE.
7. DO NOT SCALE DRAWINGS. WHERE
DIMENSIONAL DISCREPANCIES ARE
ENCOUNTERED NOTIFY ARCHITECT
PRIOR TO PROCEEDING WITH THE WORK.
8. COORDINATE HEIGHTS OF OUTLETS AND
SWITCHING WITH ALL ARCHITECTURAL
ITEMS. SEE ELECTRICAL DRAWINGS FOR
LOCATIONS.
SCOPE OF WORK NOTES
ALTERNATE SCOPE OF WORK NOTES
STORAGE
RAMP
UP
STAIR
SPKR
STORAGEREST.
RA
MP
RA
MP
12
12
AA
BB
CC
DD
01
LOBBY
02
CORR.
03
04 05
WAITING
06
FE
34
UP
H
B
C
B
C
H
D
A
E
B
B
CC
C
D
D
D
C C C
B
7'-0"
4'-0
" C
LE
AR
11'-0"
7'-0" 6'-4"
BB
B
2
B
2
6'-4"
SL
OP
E 1
/1
2
SL
OP
E 1
/1
2
SLOPE 1/12 8'-0"
5'-0
"
6'-4"
A302
A1
A301
A8
A
A
1 1
1
3 TYP.
A201
A1
3'-1
0"
7'-11"
16
'-9
3
/4
"
120'-10 1/2"
7
88
8
8
8
8
A302
A1
11
11
B
3
3
18
'-0
" F
.V
.
3
10
10
10
11
C
C
C
A A AAA
7
C
11
'-4
5
/8
"
16
1616
16
HALL
DN
OFFICE
NEW
OFFICE OFFICE OFFICE
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING OPEN
OFFICE
NEW
OFFICE
NEW
17
16
15 14 13 12 11
REST.
EXISTING
10 08 07
STAIR
09
18
12
12
AA
BB
CC
DD
PRE-ENGINEERED
GALVANIZED STEEL
STAIR STRUCTURE
1-1/4" I.D. SCH. 40 PIPE W/
VERTICAL POSTS @ 5'-0" O.C.
MAX. GALVANIZED STEEL
GUARDRAILS AND
HANDRAILS
ENCLOSED BACK
GALVANIZED STEEL
BAR GRATE TREADS
F
F F
F
G
G
G
G
G
G
G
G
GALVANIZED STEEL
ADA BAR GRATE
GALVANIZED STEEL
ACCESS GATE
EE
E
AAA A A
A
8'-4"8'-7"
A302
A1
A301
A8
A
A
G
FG
9
99
9
9
9
9
9
A302
A1
A
E E E
B
AL
IG
N
9 9
1212
12
E
E
7'-1"
3'-0
" M
IN
.
3'-0" MIN.
12
12
12
12
12
12
12
12 13
12
14
ATTIC
EXISTING
19
1NEW CONCRETE RAMP SEE STRUCTURAL
DOOR KEY: SEE DOOR SCHEDULE A-601
WINDOW KEY: SEE WINDOW SCHEDULE A-601
A
B
C
D
E
F
NEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
NEW PAIR 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
NEW PAIR 3'-0" x 7'-0" HOLLOW
METAL FRAME, FRP DOOR
NEW 2'-0" x 7'-0" HOLLOW METAL
FRAME, FRP DOOR
NEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, STEEL DOOR
NEW 3'-0" x 7'-0" PRE-HUNG WOOD
DOOR AND FRAME
2 REINSTALL EXISTING DUCTWORK - SEE MEP
A
GEXISTING DOOR AND FRAME TO
REMAIN
WALL KEY: SEE FINISH SCHEDULE A-601
NEW 6" 16 GA. GALVANIZED METAL
STUDS @ 24" O.C., CEMENTIOUS SIDING
WALL PANELS ON INTERIOR SIDE,
PRE-FINISHED METAL LINER WALL
PANELS w/ CLOSED CELL SPRAY FOAM
INSULATION SPRAYED ON THE INSIDE
OF CEMENTIOUS SIDING WALL PANELS
BNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C., CEMENTIOUS SIDING
WALL PANELS ONE SIDE.
CNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C.,PRE-FINISHED METAL
LINERS FULL HEIGHT
D8" CMU GROUTED SOLID
E2x4 WOOD STUDS @ 16" O.C., SOUND
BATT INSULATION w/ 1/2" GYPSUM
BOARD EACH SIDE TO UNDERSIDE OF
EXISTING CEILING. PAINTED TO MATCH
EXISTING
3INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM FLOOR TO THE THIRD
WALL GIRT (13'-0"+/- F.V.)
4INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY FOAM
INSULATION ON THE INSIDE FACE OF THE
EXTERIOR METAL WALL PANELS FROM
FLOOR TO THE THIRD WALL GIRT (12'-0"+/-
F.V.) AND INSTALL NEW PRE-FINISHED
METAL LINERS FULL HEIGHT (23'-6" +/-
F.V.) WITH A PANEL SEAM MID HEIGHT.
5INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM FLOOR TO THE
SECOND WALL GRIT (7'-0"+/- F.V.)
6INSTALL NEW PRE-FINISHED METAL
LINERS FULL HEIGHT (23'-6" +/- F.V.)
BREPLACE EXISTING VINYL
CASEMENT WINDOW WITH NEW
FIXED ALUMINUM WINDOW
7PRE-ENGINEERED GALVANIZED
STEEL STAIR STRUCTURE WITH
ENCLOSED BACK GALVANIZED STEEL
BAR GRATE TREADS, 1-1/4" I.D. SCH.
40 PIPE W/ VERTICAL POSTS @ 5'-0"
O.C. MAX. GALVANIZED STEEL
GUARDRAILS AND HANDRAILS.
8PREPARE, STAIN AND SEAL ALL NEW
AND EXISTING CONCRETE FLOORS
9INSTALL NEW CARPET TILE
FLOORING
10INSTALL NEW PRE-FINISHED
ALUMINUM METAL BUILDING SIDING
FROM THE BOTTOM UP TO THE
SECOND GIRT 7'-0" +/- F.V.
FNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 24" O.C., CEMENTIOUS
SIDING WALL PANELS BOTH SIDES
11
INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM THE SECOND WALL
GRIT UP TO EXISTING METAL
BUILDING INSULATION (36"+/- F.V.)
12
NEW PAINTED GYPSUM BOARD
WALLS AND TRIM ON EXISTING 2X
WOOD STUDS
13
RE-FRAME AND DECK FLOOR WHERE
REMOVED TO MATCH EXISTING. SEE
STRUCTURAL
14
RE-FRAME AND DECK FLOOR WHERE
STAIR WAS REMOVED TO MATCH
EXISTING. SEE STRUCTURAL
HNEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
15
ALTERNATE #2: RESEAL EXISTING
CONCRETE FLOOR SLAB CONTROL
JOINTS. WASH AND CLEAN EXISTING
EPOXY FLOOR.
16
PAINT NEW AND EXISTING CONCRETE
RAMPS WITH EPOXY TO MATCH
EXISTING WITH 2" SAFETY YELLOW
STRIPING AT ALL EDGES
WINDOW KEY: SEE WINDOW SCHEDULE A-601
AALTERNATE #1: REPLACE EXISTING
VINYL WINDOWS WITH NEW ALUMINUM
WINDOWS
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A-FP-01LCEMEM
RENOVATIONPLANS
A-10111 OF 28 SHEETS12/27/2019
PWArchitects, Inc.
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
A1
FIRST FLOOR RENOVATION FLOOR PLAN
SCALE: 3/16" = 1'-0"
E1
SECOND FLOOR RENOVATION FLOOR PLAN
SCALE: 3/16" = 1'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
J1
ATTIC LEVEL RENOVATION FLOOR PLAN
SCALE: 3/16" = 1'-0"
SCOPE OF WORK NOTES
ALTERNATE SCOPE OF WORK NOTES
STORAGE
STAIR
SPKR
STORAGEREST.
12
12
AA
BB
CC
DD
01
LOBBY
02
CORR.
03
04 05
WAITING
06
1
1
1
1 13
1
5 1
10
HALL
17
1615
14
13
12
11
REST.
EXISTING
10
08
07
STAIR
09
18
12
AA
BB
CC
DD
22
2
2
2
2 2
2
22
2
2
6
2
1PAINT ALL NEW AND EXISTING FLOOR JOISTS
AND DECK, DUCT WORK AND CONDUITS.
2NEW ACOUSTIC CEILING TILE AND GRID. SEE MEP
FOR LIGHTS AND HVAC
3PAINT ALL NEW STRUCTURE, DECK, DUCT WORK
AND CONDUITS.
4INSTALL NEW R-30 THERMAL DESIGN SIMPLE
SAVER ROOF RETROFIT INSULATION SYSTEM ON
EXISTING ROOF
5NEW JOISTS SLICED INTO EXISTING JOISTS. SEE
STRUCTURAL
6NEW GYPSUM BOARD ON EXISTING CEILING
JOISTS, FINISH AND PAINT TO MATCH EXISTING.
MAINTENANCE SHOP
44
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A-FP-01LCEMEM
REFLECTEDCEILINGPLANS
A-10212 OF 28 SHEETS12/27/2019
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
PWArchitects, Inc.
A1
FIRST FLOOR REFLECTED CEILING PLAN
SCALE: 3/16" = 1'-0"
E1
SECOND FLOOR REFLECTED CEILING PLAN
SCALE: 3/16" = 1'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
H1
REFLECTED CEILING PLAN - MAINTENANCE SHOP
SCALE: 3/16" = 1'-0"
GENERAL CEILING PLAN NOTES
1. REFER TO ELECTRICAL DRAWINGS FOR LIGHT
FIXTURE SPECIFICATIONS.
2. REFER TO MECHANICAL DRAWINGS FOR
SUPPLY AND RETURN AIR DIFFUSER LOCATIONS
AND HVAC SYSTEM LAYOUT.
3. COORDINATE CEILING / SOFFIT FRAMING AND
SUPPORTS WITH EXISTING STRUCTURE AND
REQUIRED MECHANICAL, ELECTRICAL, AND
PLUMBING DESIGN.
4. REFER TO ROOM FINISH SCHEDULE AND
LEGEND FOR ALL CEILING HEIGHTS AND FINISH
REQUIREMENTS.
SCOPE OF WORK NOTES
WESTWEST
PAINT EXISTING GYPSUM
BOARD
NEW EXPOSED FASTENER PRE-FINISHED
METAL WALL PANELS
PAINT EXISTING GYPSUM
BOARD
PAINT EXISTING GYPSUM
BOARD
PAINT ALL NEW AND
EXISTING CONDUITS AND
BOXES
PAINT ALL NEW AND
EXISTING CONDUITS AND
BOXES
PAINT ALL NEW AND
EXISTING CONDUITS AND
BOXES
EXISTING DUCTWORK
TO REMAIN
A302
A1
A301
A8
A302
A1
PRE-ENGINEERED GALVANIZED STEEL STAIR
STRUCTURE WITH ENCLOSED BACK GALVANIZED STEEL
BAR GRATE TREADS AND 1-1/4" I.D. SCH. 40 PIPE W/
VERTICAL POSTS @ 5'-0" O.C. MAX. GALVANIZED STEEL
GUARDRAILS AND HANDRAILS
GALVANIZED
STEEL
ACCESS GATE
EXISTING DUCTWORK
TO REMAIN
PAINT EXISTING DOOR
TO REMAIN
INSTALL NEW SINK F.B.O.
NEW CONCRETE RAMP
SEE STRUCTURAL
RELOCATED POWER
CONNECTION - SEE MEP
NEW CONCRETE RAMP
SEE STRUCTURAL
NEW CONCRETE RAMP
SEE STRUCTURAL
REMOUNT EXISTING
POWER CONNECTION
& CONDUIT - SEE MEP
RELOCATE AND
REMOUNT EXISTING
CONTROL PANEL,
SWITCHES, CONTROLS &
CONDUITS, SEE MEP
REMOUNT EXISTING
POWER CONNECTION
& CONDUIT - SEE MEP
B
B
H HB
G
A
1NEW CONCRETE RAMP SEE STRUCTURAL
2 REINSTALL EXISTING DUCTWORK - SEE MEP
3INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM FLOOR TO THE THIRD
WALL GIRT (13'-0"+/- F.V.)
4INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY FOAM
INSULATION ON THE INSIDE FACE OF THE
EXTERIOR METAL WALL PANELS FROM
FLOOR TO THE THIRD WALL GIRT (12'-0"+/-
F.V.) AND INSTALL NEW PRE-FINISHED
METAL LINERS FULL HEIGHT (23'-6" +/-
F.V.) WITH A PANEL SEAM MID HEIGHT.
5INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM FLOOR TO THE
SECOND WALL GRIT (7'-0"+/- F.V.)
6INSTALL NEW PRE-FINISHED METAL
LINERS FULL HEIGHT (23'-6" +/- F.V.)
7PRE-ENGINEERED GALVANIZED
STEEL STAIR STRUCTURE WITH
ENCLOSED BACK GALVANIZED STEEL
BAR GRATE TREADS, 1-1/4" I.D. SCH.
40 PIPE W/ VERTICAL POSTS @ 5'-0"
O.C. MAX. GALVANIZED STEEL
GUARDRAILS AND HANDRAILS.
8PREPARE, STAIN AND SEAL ALL NEW
AND EXISTING CONCRETE FLOORS
9INSTALL NEW CARPET TILE
FLOORING
10INSTALL NEW PRE-FINISHED
ALUMINUM METAL BUILDING SIDING
FROM THE BOTTOM UP TO THE
SECOND GIRT 7'-0" +/- F.V.
11
INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM THE SECOND WALL
GRIT UP TO EXISTING METAL
BUILDING INSULATION (36"+/- F.V.)
12
NEW PAINTED GYPSUM BOARD
WALLS AND TRIM ON EXISTING 2X
WOOD STUDS
13
RE-FRAME AND DECK FLOOR WHERE
REMOVED TO MATCH EXISTING. SEE
STRUCTURAL
14
RE-FRAME AND DECK FLOOR WHERE
STAIR WAS REMOVED TO MATCH
EXISTING. SEE STRUCTURAL
16
PAINT NEW AND EXISTING CONCRETE
RAMPS WITH EPOXY TO MATCH
EXISTING WITH 2" SAFETY YELLOW
STRIPING AT ALL EDGES
DOOR KEY: SEE DOOR SCHEDULE A-601
WINDOW KEY: SEE WINDOW SCHEDULE A-601
A
B
C
D
E
F
NEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
NEW PAIR 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
NEW PAIR 3'-0" x 7'-0" HOLLOW
METAL FRAME, FRP DOOR
NEW 2'-0" x 7'-0" HOLLOW METAL
FRAME, FRP DOOR
NEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, STEEL DOOR
NEW 3'-0" x 7'-0" PRE-HUNG WOOD
DOOR AND FRAME
A
GEXISTING DOOR AND FRAME TO
REMAIN
WALL KEY: SEE FINISH SCHEDULE A-601
NEW 6" 16 GA. GALVANIZED METAL
STUDS @ 24" O.C., CEMENTIOUS SIDING
WALL PANELS ON INTERIOR SIDE,
PRE-FINISHED METAL LINER WALL
PANELS w/ CLOSED CELL SPRAY FOAM
INSULATION SPRAYED ON THE INSIDE
OF CEMENTIOUS SIDING WALL PANELS
BNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C., CEMENTIOUS SIDING
WALL PANELS ONE SIDE.
CNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C.,PRE-FINISHED METAL
LINERS FULL HEIGHT
D8" CMU GROUTED SOLID
E2x4 WOOD STUDS @ 16" O.C., SOUND
BATT INSULATION w/ 1/2" GYPSUM
BOARD EACH SIDE TO UNDERSIDE OF
EXISTING CEILING. PAINTED TO MATCH
EXISTING
BREPLACE EXISTING VINYL
CASEMENT WINDOW WITH NEW
FIXED ALUMINUM WINDOW
FNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 24" O.C., CEMENTIOUS
SIDING WALL PANELS BOTH SIDES
HNEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
15
ALTERNATE #2: RESEAL EXISTING
CONCRETE FLOOR SLAB CONTROL
JOINTS. WASH AND CLEAN EXISTING
EPOXY FLOOR.
WINDOW KEY: SEE WINDOW SCHEDULE A-601
AALTERNATE #1: REPLACE EXISTING
VINYL WINDOWS WITH NEW ALUMINUM
WINDOWS
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A201LCEMEM
INTERIORELEVATIONS
A-20113 OF 28 SHEETS12/27/2019
PWArchitects, Inc.
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
A101
INTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0"
A6
A1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
SCOPE OF WORK NOTES
ALTERNATE SCOPE OF WORK NOTES
NORTH
A
B
G
1010
EAST
A301
A1
A301
A8
A302
A1
B
AA
B
A AAAA
1010
SOUTH
G
1010
WEST
A302
A8
1010
1NEW CONCRETE RAMP SEE STRUCTURAL
DOOR KEY: SEE DOOR SCHEDULE A-601
WINDOW KEY: SEE WINDOW SCHEDULE A-601
A
B
C
D
E
F
NEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
NEW PAIR 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
NEW PAIR 3'-0" x 7'-0" HOLLOW
METAL FRAME, FRP DOOR
NEW 2'-0" x 7'-0" HOLLOW METAL
FRAME, FRP DOOR
NEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, STEEL DOOR
NEW 3'-0" x 7'-0" PRE-HUNG WOOD
DOOR AND FRAME
2 REINSTALL EXISTING DUCTWORK - SEE MEP
A
GEXISTING DOOR AND FRAME TO
REMAIN
WALL KEY: SEE FINISH SCHEDULE A-601
NEW 6" 16 GA. GALVANIZED METAL
STUDS @ 24" O.C., CEMENTIOUS SIDING
WALL PANELS ON INTERIOR SIDE,
PRE-FINISHED METAL LINER WALL
PANELS w/ CLOSED CELL SPRAY FOAM
INSULATION SPRAYED ON THE INSIDE
OF CEMENTIOUS SIDING WALL PANELS
BNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C., CEMENTIOUS SIDING
WALL PANELS ONE SIDE.
CNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C.,PRE-FINISHED METAL
LINERS FULL HEIGHT
D8" CMU GROUTED SOLID
E2x4 WOOD STUDS @ 16" O.C., SOUND
BATT INSULATION w/ 1/2" GYPSUM
BOARD EACH SIDE TO UNDERSIDE OF
EXISTING CEILING. PAINTED TO MATCH
EXISTING
3INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM FLOOR TO THE THIRD
WALL GIRT (13'-0"+/- F.V.)
4INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY FOAM
INSULATION ON THE INSIDE FACE OF THE
EXTERIOR METAL WALL PANELS FROM
FLOOR TO THE THIRD WALL GIRT (12'-0"+/-
F.V.) AND INSTALL NEW PRE-FINISHED
METAL LINERS FULL HEIGHT (23'-6" +/-
F.V.) WITH A PANEL SEAM MID HEIGHT.
5INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM FLOOR TO THE
SECOND WALL GRIT (7'-0"+/- F.V.)
6INSTALL NEW PRE-FINISHED METAL
LINERS FULL HEIGHT (23'-6" +/- F.V.)
BREPLACE EXISTING VINYL
CASEMENT WINDOW WITH NEW
FIXED ALUMINUM WINDOW
7PRE-ENGINEERED GALVANIZED
STEEL STAIR STRUCTURE WITH
ENCLOSED BACK GALVANIZED STEEL
BAR GRATE TREADS, 1-1/4" I.D. SCH.
40 PIPE W/ VERTICAL POSTS @ 5'-0"
O.C. MAX. GALVANIZED STEEL
GUARDRAILS AND HANDRAILS.
8PREPARE, STAIN AND SEAL ALL NEW
AND EXISTING CONCRETE FLOORS
9INSTALL NEW CARPET TILE
FLOORING
10INSTALL NEW PRE-FINISHED
ALUMINUM METAL BUILDING SIDING
FROM THE BOTTOM UP TO THE
SECOND GIRT 7'-0" +/- F.V.
FNEW 6" 16 GA. GALVANIZED METAL
STUDS @ 24" O.C., CEMENTIOUS
SIDING WALL PANELS BOTH SIDES
11
INSTALL NEW CLOSED CELL
POLYISOCYANURATE R-21 SPRAY
FOAM INSULATION ON THE INSIDE
FACE OF THE EXTERIOR METAL WALL
PANELS FROM THE SECOND WALL
GRIT UP TO EXISTING METAL
BUILDING INSULATION (36"+/- F.V.)
12
NEW PAINTED GYPSUM BOARD
WALLS AND TRIM ON EXISTING 2X
WOOD STUDS
13
RE-FRAME AND DECK FLOOR WHERE
REMOVED TO MATCH EXISTING. SEE
STRUCTURAL
14
RE-FRAME AND DECK FLOOR WHERE
STAIR WAS REMOVED TO MATCH
EXISTING. SEE STRUCTURAL
HNEW 3'-0" x 7'-0" HOLLOW METAL
FRAME, INSULATED FRP DOOR
15
ALTERNATE #2: RESEAL EXISTING
CONCRETE FLOOR SLAB CONTROL
JOINTS. WASH AND CLEAN EXISTING
EPOXY FLOOR.
16
PAINT NEW AND EXISTING CONCRETE
RAMPS WITH EPOXY TO MATCH
EXISTING WITH 2" SAFETY YELLOW
STRIPING AT ALL EDGES
WINDOW KEY: SEE WINDOW SCHEDULE A-601
AALTERNATE #1: REPLACE EXISTING
VINYL WINDOWS WITH NEW ALUMINUM
WINDOWS
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A201LCEMEM
EXTERIOR ELEVATIONS
A-20214 OF 28 SHEETS12/27/2019
PWArchitects, Inc.
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
A100
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
G1
A1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
A100
EAST ELEVATION
SCALE: 1/8" = 1'-0"
M6
D1
A100
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
G1
D1
A100
WEST ELEVATION
SCALE: 1/8" = 1'-0"
A6
K1
ALTERNATE SCOPE OF WORK NOTES
SCOPE OF WORK NOTES
CORR.
OFFICE
NEW
01
LOBBY
03
16
ATTIC
F.F. ELEV
557'-4"
F.F. ELEV
547'-7"
HALL
18
1 2
NEW 6" 16 GA. GALVANIZED
METAL STUDS @ 16" O.C.,
CEMENTIOUS SIDING WALL
PANELS INSIDE w/ CLOSED
CELL R-21 SPRAY FOAM
INSULATION AND
PRE-FINISHED METAL LINER
PANELS ON THE OUTSIDE
PREPARE, STAIN AND SEAL ALL NEW
AND EXISTING CONCRETE FLOORS
NEW CLOSE CELL R-21 SPRAY FOAM
INSULATION OF METAL BUILDING SIDING
PANEL J-TRIM TOP, BOTTOM AND
CORNERS
EXISTING METAL BUILDING FRAME
PAINT ALL NEW AND EXISTING
FLOOR JOISTS AND DECK, DUCT
WORK AND CONDUITS.
PAINT EXISTING GYPSUM BOARD
WALL TO REMAIN
NEW CEILING TILE AND GRID
PVC TRIM BASE
1-1/4" I.D. SCH. 40 PIPE W/
VERTICAL POSTS @ 5'-0"
O.C. MAX. GALVANIZED
STEEL GUARDRAILS AND
HANDRAILS
PRE-ENGINEERED
GALVANIZED STEEL STAIR
STRUCTURE
ENCLOSED BACK
GALVANIZED STEEL BAR
GRATE TREADS
2x4 WOOD STUDS @ 16" O.C.,
SOUND BATT INSULATION w/ 1/2"
GYPSUM BOARD EACH SIDE TO
UNDERSIDE OF EXISTING CEILING.
PAINTED TO MATCH EXISTING
NEW CARPET TILE FLOORING
INSTALL NEW PRE-FINISHED ALUMINUM
METAL BUILDING SIDING FROM THE BOTTOM
UP TO THE SECOND GIRT 7'-0" +/- F.V.
A501
D13
A501
A13
NEW CLOSE CELL R-21 SPRAY FOAM
INSULATION OF METAL BUILDING SIDING
NEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C., WITH PRE-FINISHED
METAL LINER PANELS
A501
K7
A501
K10
04
RESTROOM
CORR.
03
OFFICE
12
HALL
18
F.F. ELEV
557'-4"
F.F. ELEV
547'-7"
ATTIC
1 21.5
NEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C., CEMENTIOUS
SIDING WALL PANELS INSIDE w/
CLOSED CELL R-21 SPRAY FOAM
INSULATION AND PRE-FINISHED
METAL LINER PANELS ON THE
OUTSIDE
PAINT EXISTING WALL
NEW CEILING TILE AND GRID
NEW 8" CMU WALL
NEW CLOSE CELL R-21 SPRAY FOAM
INSULATION OF METAL BUILDING SIDING
EXISTING METAL BUILDING FRAME
NEW 8" CMU WALL
CONCRETE OVER METAL
DECK OVER STEEL BEAMS.
SEE STRUCTURAL
2X12 FLOOR JOIST FRAMING
ANCHORED TO NEW WALL
NEW PLYWOOD DECKING
OVER 2x FURRING OVER
CONCRETE FLUSH WITH
EXISTING FLOOR
4" RUBBER COVE BASE
PREPARE, STAIN AND SEAL ALL NEW
AND EXISTING CONCRETE FLOORS
PAINT NEW STRUCTURE AND DECK
INSTALL NEW PRE-FINISHED ALUMINUM
METAL BUILDING SIDING FROM THE BOTTOM
UP TO THE SECOND GIRT 7'-0" +/- F.V.
A501
D13
A501
A13
NEW CARPET TILE
FLOORING
NEW CLOSE CELL R-21
SPRAY FOAM INSULATION
OF METAL BUILDING
SIDING
NEW GYPSUM BOARD ON
EXISTING WOOD STUDS
A501
K10
A501
K7
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A301LCEMEM
BUILDINGSECTIONS
A-30115 OF 28 SHEETS12/27/2019
PWArchitects, Inc.
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
A101
BUILDING SECTION
SCALE: 1/2" = 1'-0"
A3
A1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
A101
BUILDING SECTION
SCALE: 1/2" = 1'-0"
A7
A8
F.F. ELEV
557'-4"
F.F. ELEV
547'-7"
STAIR
09
NEW 6" 16 GA. GALVANIZED METAL
STUDS @ 16" O.C., CEMENTIOUS
SIDING WALL PANELS INSIDE w/
CLOSED CELL R-21 SPRAY FOAM
INSULATION AND PRE-FINISHED
METAL LINER PANELS ON THE
OUTSIDE
EXISTING WALL TO REMAIN
NEW CEILING TILE AND GRID
NEW CARPET TILE
FLOORING
PREPARE, STAIN AND
SEAL ALL NEW AND
EXISTING CONCRETE
FLOORS
A501
D13
A501
A13
INSTALL NEW PRE-FINISHED ALUMINUM
METAL BUILDING SIDING FROM THE BOTTOM
UP TO THE SECOND GIRT 7'-0" +/- F.V.
1-1/4" I.D. SCH.
40 PIPE W/
HANDRAILS
PRE-ENGINEERED
GALVANIZED STEEL
STAIR STRUCTURE
ENCLOSED BACK
GALVANIZED STEEL
BAR GRATE TREADS
NEW SERVICE SINK SEE MEP
1-1/4" I.D. SCH. 40 PIPE
W/ VERTICAL POSTS
@ 5'-0" O.C. MAX.
GALVANIZED STEEL
GUARDRAILS AND
HANDRAILS
A501
K7
A501
K10
MAINTENANCE STORAGE
NEW CLOSE CELL R-21 SPRAY
FOAM INSULATION OF EXISTING
METAL BUILDING SIDING
NEW PRE-FINISHED METAL LINER PANELS
NEW PRE-FINISHED METAL
LINER PANELS
EXISTING STRUCTURAL
STEEL BUILDING GIRTS
EXISTING STRUCTURAL
STEEL BUILDING GIRTS
INSTALL NEW R-30 ROOF
RETROFIT INSULATION SYSTEM
ON EXISTING ROOF
EXISTING INSULATION TO
REMAIN
A501
D13
A501
A13
INSTALL NEW PRE-FINISHED
ALUMINUM METAL BUILDING
SIDING FROM THE BOTTOM
UP TO THE THIRD GIRT
12'-0" +/- F.V.
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
LCEMEM
BUILDINGSECTIONS
A-30216 OF 28 SHEETS12/27/2019
PWArchitects, Inc.
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
A100
BUILDING SECTION
SCALE: 1/2" = 1'-0"
J8
A1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
A100
BUILDING SECTION
SCALE: 1/2" = 1'-0"
A4
A8
2'-3"
2'-10" 3'-4"
BOTTOM OF MIRROR (EXCLUDING FRAME)
ACCESSIBLE LAVATORY AND
FAUCET PER PLUMBING FIXTURE
SCHEDULE
6" 8"
9"
MIN.MAX.
1'-5"
MIN.
NOTE: DASHED LINES
INDICATE REQUIRED KNEE
AND TOE CLEARANCES
BELOW LAVATORY.
INSTALL PROTECTIVE COVER OR
INSULATE EXPOSED DRAIN AND
SUPPLY PIPING
(BRAILLE HERE)
8"
6"
UNISEX
A.F
.F
.
48
" M
IN
.
RAISED
WHITE
LETTERING
ON DARK
BLUE
BACKGROUND
(TYP.)
F.F. ELEV
547'-7"
INSTALL NEW PRE-FINISHED
ALUMINUM METAL BUILDING
SIDING FROM THE BOTTOM
UP TO THE SECOND GIRT
7'-0" +/- F.V.
NEW CLOSE CELL R-21
SPRAY FOAM INSULATION
OF METAL BUILDING SIDING
6" METAL STUDS 600S162
@ 16" O.C.
NEW PRE-FINISHED METAL
LINER WALL PANEL WITH
TOP, BOTTOM, SIDE AND
CORNER J-TRIM
NEW METAL PANEL BASE
TRIM
INSTALL NEW PRE-FINISHED
ALUMINUM METAL BUILDING SIDING
FROM THE BOTTOM UP TO THE
SECOND GIRT 7'-0" +/- F.V. BASE,
CONER, DOOR AND WINDOW TRIM
FLASHING,
NEW CLOSE CELL R-21
SPRAY FOAM INSULATION
ON METAL BUILDING SIDING
NEW PRE-FINISHED METAL
THROUGH WALL FLASHING
6" METAL STUDS 600S162
@ 16" O.C.
EXISTING METAL BUILDING
HORIZONTAL GIRT
EXISTING METAL BUILDING
SIDING TO REMAIN
EXISTING BUILDING
INSULATION TO REMAIN
NEW PRE-FINISHED METAL
LINER WALL PANEL WITH
TOP, BOTTOM, SIDE AND
CORNER J-TRIM
REMOVE EXISTING CRAFT
FACED FIBERGLASS BATT
INSULATION
NEW CLOSE CELL FOAM
INSULATION ON METAL
BUILDING SIDING
REMOVE EXISTING METAL
BUILDING INSULATION THAT
HAS BEEN CUT
NEW CLOSE CELL R-21
SPRAY FOAM INSULATION
ON METAL BUILDING SIDING
UP TO NEXT GIRT
NEW GYPSUM BOARD OVER
EXISTING 2X WOOD STUDS
NEW CARPET TILE
NEW RUBBER COVE BASE
DN
15'-7"
18
E
Q. R
IS
E @
1
0'-3
", 1
7 - 1
1" T
RE
AD
S
FIE
LD
V
ER
IF
Y F
IN
IS
H F
LO
OR
E
LE
VA
TIO
NS
M7
A501
G7
4'-4"
1'-0"
1'-0"
8'-7"
4'-4"
PRE-ENGINEERED GALVANIZED
STEEL STAIR STRUCTURE WITH
ENCLOSED BACK GALVANIZED
STEEL BAR GRATE TREADS AND
PLATFORM (ADA 1"X3/16"
GALVANIZED SEPARTAED BAR
GRATING) AND 1-1/4" I.D. SCH. 40
PIPE W/ VERTICAL POSTS @ 5'-0"
O.C. MAX. GALVANIZED STEEL
GUARDRAILS AND HANDRAILS
1'-0"
1'-0"
A501
K1
A501
D4
8'-3"3'-0"
3'-6"
5'-6"
10 EQ. RISE @ 5'8-7/8"
9 - 11" TREADS
PRE-ENGINEERED GALVANIZED STEEL
STAIR STRUCTURE WITH ENCLOSED
BACK GALVANIZED STEEL BAR GRATE
TREADS AND PLATFORM (ADA 1"X3/16"
GALVANIZED SEPARTAED BAR
GRATING) AND 1-1/4" I.D. SCH. 40 PIPE
W/ VERTICAL POSTS @ 5'-0" O.C. MAX.
GALVANIZED STEEL HANDRAILS
7 E
Q. R
IS
E @
4
'0
-1
/8
"
6 - 1
1" T
RE
AD
S
1'-0"
A501
G7
A501
G10
A501
D4
A501
D4
1 1/2"
1-1/4" I.D. SCH. 40 PIPE
W/ BRACKETS @ 5'-0"
MAX.
WALL
1 1
/2
"
1-1/4" I.D. SCH. 40 PIPE
W/ BRACKETS @ 5'-0"
MAX.
WALL
1'-0"
3'-0
"
1'-0"
E
.
Q
.
E
.
Q
.
1
'
-
0
"
1-1/4" I.D. SCH. 40 PIPE W/
BRACKETS @ 5'-0" MAX.
AS SHOWN AND OPPOSITE
3"
4"
2'-5
"
3'-0
"6
"
3'-6
"
1'-0"
TR
EA
D
NO
SIN
G
EQ
.E
Q.
EQ
.
1-1/4" I.D. SCH. 40
PIPE W/ VERTICAL
POSTS @ 5'-0" O.C.
MAX.
STAIR
CONSTRUCTION
3/4" METAL
BALUSTERS @ 4" O.C.
BEYOND
GUARDRAIL BEYOND
3"
4"
2'-5
"
3'-0
"6
"
3'-6
"
1'-0"
TR
EA
D
NO
SIN
G
EQ
.E
Q.
EQ
.
1-1/4" I.D. SCH. 40
PIPE W/ VERTICAL
POSTS @ 5'-0" O.C.
MAX.
STAIR
CONSTRUCTION
3/4" METAL
BALUSTERS @ 4" O.C.
BEYOND
GUARDRAIL BEYOND
3"
2'-5"
6"
3'-0"
3'-6"
1'-0"
TR
EA
D
NO
SIN
G
4"
1-1/4" I.D. SCH. 40
PIPE W/ VERTICAL
POSTS @ 5'-0" O.C.
MAX.
3/4" METAL
BALUSTERS @ 4" O.C.
BEYOND
GUARDRAIL BEYOND
3"
2'-5"
6"
3'-0"
3'-6"
1'-0"
TR
EA
D
NO
SIN
G
4"
1-1/4" I.D. SCH. 40
PIPE W/ VERTICAL
POSTS @ 5'-0" O.C.
MAX.
METAL PAN STAIR
CONSTRUCTION
3/4" METAL
BALUSTERS @ 4" O.C.
BEYOND
GUARDRAIL BEYOND
AS SHOWN AND
REVERSE
3'-6
"
4"
2'-1
0 3
/4
"
3/4" METAL
BALUSTERS @ 4" O.C.
3'-6
"
4" O.C.
3 1
/4
"
1-1/4" I.D. SCH. 40
PIPE W/ VERTICAL
POSTS @ 5'-0" O.C.
MAX.
6'-0"
1-1/4" I.D. SCH. 40
PIPE GUARD RAIL
AND SWING GATE
2 PIVOT HINGES
PER GATE
GALVANIZED STRAIGHT
LINK 7/0 CHAIN PAINTED
OSHA YELLOW WITH 600#
WLL. PROVIDE CARABINERS
EACH END
WELDED 3/8" STEEL PLATE
W/ 1/2" HOLE ATTACHMENT
EA. SIDE
WELDED 1/4" STEEL PLATE
SWING STOP
SPRING LOADED DROP
BOLTS
3'-0"
6"
1-1/4" I.D. SCH. 40 PIPE
W/ VERTICAL POSTS @
5'-0" O.C. MAX.
3/4" METAL
BALUSTERS
STEEL CHANNEL
STRINGER
STEEL STAIR
4" M
AX
.
3'-0"
1-1/4" I.D. SCH. 40 PIPE
W/ VERTICAL POSTS @
5'-0" O.C. MAX.
3/4" METAL
BALUSTERS
STEEL CHANNEL
STRINGER
STEEL STAIR
4" M
AX
.
3"
VA
RIE
S
EXISTING SECOND
FLOOR AND WALL
FRAMING
NEW 6" 16 GA. GALVANIZED
METAL STUDS @ 16" O.C.,
CEMENTIOUS SIDING WALL
PANELS INSIDE w/ CLOSED
CELL R-21 SPRAY FOAM
INSULATION AND
PRE-FINISHED METAL LINER
PANELS ON THE OUTSIDE
NEW CARPET TILE
FLOORING
METAL LINER PANEL
J-MOLDING
CONTINUOUS SEALANT
PAINT EXISTING GYPSUM
BOARD
PAINT EXISTING WOOD
STUD FLOOR STRUCTURE
PVC TRIM MOLDING
NEW PAINTED GYPSUM
BOARD AND RUBBER BASE
EXISTING 2X WOOD STUD
FRAMING
NEW 6" 16 GA. GALVANIZED
METAL STUDS @ 16" O.C.,
CEMENTIOUS SIDING WALL
PANELS INSIDE w/ CLOSED
CELL R-21 SPRAY FOAM
INSULATION AND
PRE-FINISHED METAL LINER
PANELS ON THE OUTSIDE
METAL LINER PANEL
J-MOLDING
PVC TRIM MOLDING
PREPARE, STAIN AND SEAL ALL NEW
AND EXISTING CONCRETE FLOORS
1"
EXISTING CONCRETE HANGAR FLOOR
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
LCEMEM
WALL AND SECTIONDETAILS
A-50117 OF 28 SHEETS12/27/2019
PWArchitects, Inc.
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
J
K
L
M
WALL-MOUNTED LAVATORY
SCALE: 1" = 1'-0"
RESTROOM SIGN DETAIL
SCALE: 1-1/2" = 1'-0"
D10
WALL DETAIL
SCALE: 1-1/2" = 1'-0"
A13
WALL DETAIL
SCALE: 1-1/2" = 1'-0"
D13
A10
ENLARGED STAIR PLAN
SCALE: 1/4" = 1'-0"
A1
ENLARGED STAIR PLAN
SCALE: 1/4" = 1'-0"
A4
HANDRAIL DETAILS
SCALE: 3/4" = 1'-0"A501
E5
F4
HANDRAIL ELEVATION
SCALE: 1/4" = 1'-0"
D4
H
G
F
GUARDRAIL AND HANDRAIL DETAIL
SCALE: 1/2" = 1'-0"
G1
GUARDRAIL AND HANDRAIL DETAIL
SCALE: 1/2" = 1'-0"
G4
GUARDRAIL SWING GATE DETAIL
SCALE: 1/2" = 1'-0"
K1
GUARDRAIL AND HANDRAIL DETAIL
SCALE: 3/4" = 1'-0"
G7
GUARDRAIL AND HANDRAIL DETAIL
SCALE: 3/4" = 1'-0"
G10
WALL DETAIL
SCALE: 1-1/2" = 1'-0"
K10
WALL DETAIL
SCALE: 1-1/2" = 1'-0"
K7
MATERIALMATERIALDOOR NO.
DOOR SCHEDULE
DOOR LEAF SIZE W X H
FRAME SCHEDULE
WO
OD
HO
LL
OW
M
ET
AL
HO
LL
OW
M
ET
AL
FR
AM
E E
LE
V.
FRAME SIZE W X H
AL
UM
IN
UM
DO
OR
E
LE
V.
DETAILS
JA
MB
HE
AD
REMARKS
HA
RD
WA
RE
WO
OD
F.R
.P
.
2'-0" x 7'-0"D
A6 / A601 A6 / A601A
B
C
E
G
EXISTING
* ALL GLAZING
TEMPERED,
TYPICAL
F
EXISTING
--
--
--
C 1 1
1
6
GR
OU
P
5
3'-0" x 7'-0"
GL
AZ
IN
G
3'-4" x 7'-2"
PAIR 3'-0" x 7'-0"B
PAIR 3'-0" x 7'-0"B
6'-4" x 7'-2"
6'-4" x 7'-2"
1
1 A6 / A601 A6 / A601 2
3A9 / A601 A9 / A601
E6 / A601 E9 / A601
-- --
-- --
A9 / A601 A9 / A601A
1
42'-4" x 7'-2"
3'-0" x 7'-0"
A3'-4" x 7'-4" 2
2'-8" x 6'-8"
A3'-0" x 7'-0" 1
DOOR SCHEDULE REMARKS
PRE-HUNG WOOD DOOR1
H A6 / A601 A6 / A601C 1 73'-0" x 7'-0" 3'-4" x 7'-2"
WINDOW SCHEDULE REMARKS
NOTE1
WINDOW SCHEDULE
WINDOW
NUMBER
WINDOW SIZE WxH
± FIELD VERIFY ALL
DIMENSIONS
REMARKS
A
B
EXISTING TO REMAIN
4'-0" x 4'-0"
--
REPLACE EXISTING
DETAIL
A12 / A-601
SE
E D
OO
R S
CH
ED
ULE
DOOR
A
SEE SCHED.
SE
E D
OO
R S
CH
ED
ULE
DOOR
B
6"
SEE SCHED.
8"
2'-0"
SEE DOOR
SCHEDULE
7'-2"
2"
2"2"
FFE
DOOR
C
SE
E D
OO
R S
CH
ED
ULE
SEE SCHED.
5" 5"
5"
2'-9" ±
3'-10"
FRAME
1
SEE DOOR
SCHEDULE
7'-4"
4"
2"2"
FRAME
2
NORTH
MAT'L
BASE
MAT'L
FLOOR
01
SOUTH
WALL
EAST WEST
ROOM FINISH SCHEDULE
REMARKS
NUMBER
ROOM
ROOM NAME MAT'L
CEILING
HEIGHT
CEILING
STORAGE
LOBBY
02
CORRIDOR
RESTROOM
STORAGE
WAITING
03
04
05
06
OFFICE
OFFICE
07
08
09
10
11
12
13OFFICE
14
STAIR
RESTROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
15
16
OFFICE
HALL
17
18
STAINED CONC. WB-2 / LPT
FINISHES
STAINED CONCRETE: TBD
CT-1 CARPET TILE
COLOR: TBD
INSTALL: TBD
WLP-1 WALL LINER PANEL
PRODUCT: TBD
SIZE: 16" WIDTH
COLOR: MFG. STANDARD
WP-1 WALL PANEL
PRODUCT: CEMENTIOUS SIDING
SIZE: 48" WIDTH
COLOR: TBD MFG. STANDARD
WB-1 WALL BASE
PRODUCT: RUBBER COVE BASE
SIZE: 4" TALL
COLOR: TBD MFG. STANDARD
WB-2 WALL BASE
PRODUCT: CEMENT BOARD TRIM
SIZE: 4" TALL
COLOR: TBD MFG. STANDARD
LPT LINER PANEL TRIM
P-1 PAINT
PRODUCT: LATEX PAINT
COLOR: TBD
WOOD / P-1 --
FINISH SCHEDULE REMARKS
NOTE1
1
EXIST. EXIST. EXIST. A.C.T.
EXIST. EXIST. EXIST. A.C.T.
--
--
--
--
--
--
--EXIST. ACTWB-1
WB-1
WB-1
WB-1
WB-1
WB-1
WB-1
WB-1
WB-1
WB-1
CT-1
CT-1
CT-1
CT-1
CT-1
CT-1
CT-1
CT-1
CT-1
CT-1
EXIST. EXIST. EXIST. EXIST.
EXIST. EXIST. EXIST. EXIST.
EXIST. EXIST. EXIST. EXIST.
P-1 P-1 P-1 P-1
P-1 P-1 P-1 P-1
P-1 P-1 P-1 P-1
P-1 P-1 P-1 P-1
P-1 P-1 P-1 P-1
P-1 P-1 P-1 P-1
P-1 P-1 P-1 P-1
--
--
--
--
--
--
--
--
--
--
WLP-1 WP-1 / P-1
EXIST. EXIST. EXIST. EXIST.
EXIST. EXIST. EXIST. EXIST.
EXIST. A.C.T.
EXIST. A.C.T.
EXIST. ACT
EXIST. A.C.T.
EXIST. A.C.T.
EXIST. ACT
EXIST. A.C.T.
EXIST. A.C.T.
EXIST. ACT
STAINED CONC.
STAINED CONC.
STAINED CONC.
STAINED CONC.
STAINED CONC.
WOOD / P-1
WOOD / P-1
WOOD / P-1
WOOD / P-1
WOOD / P-1
-
WB-2 / LPT
WB-1
-
WB-2 / LPT
WLP-1WLP-1
WLP-1
P-1 P-1 P-1 P-1
- - -
WP-1 / P-1 WP-1 / P-1 WP-1 / P-1 WP-1 / P-1
WLP-1 - - -
WLP-1 WLP-1WP-1 / P-1 WP-1 / P-1
7'-4" A
.F
.F
.
8" CMU BOND BEAM -
SEE STRUCTURAL.
TOOLED SEALANT
FRAME ANCHOR
FRP FRAME
GROUT SOLID
5 3/4"
4"
5/8"
7 5/8"
8" CMU - SEE
STRUCTURAL FOR
REINFORCING AND
GROUTING
REQUIREMENTS
1/4" TOOLED SEALANT
EA. SIDE AND BOTTOM
FRP FRAME
5 3/4"
7 5/8"
FRAME ANCHOR
2"
5/8"
7-7/8"
2"
CONTINUOUS BEAD OF
SEALANT - BOTH SIDES (TYP.)
FIBEERGLASS DOOR
FRAME - SEE SCHEDULE
DOOR; SEE
SCHEDULE
FRAME ANCHOR -
MIN. 3 PER JAMB
H.M. FRAME - SEE
DOOR SCHEDULE
DOUBLE METAL STUD
CONTINUOUS BEAD OF
SEALANT (BOTH SIDES; TYP.)
2"
HEAD
JAMB
SILL
THRESHOLD SET IN
FULL BED OF SEALANT
F.R.P. FRAME BEYOND
SEE DOOR SCHEDULE FOR
DOOR TYPE AND SIZE
SEE DOOR SCHEDULE FOR
DOOR TYPE AND SIZE
HEADER; SEE DETAIL
A-601
E12
SIDING TRIM
PRE-FINISHED METAL
LINER PANELS
5 3/4"
LINER PANEL TRIM
CEMENTIOUS SIDING
WALL PANELS
7 7/8"
SIDING TRIM
CEMENTIOUS SIDING
WALL PANELS
6 5/8"
2"
FIBEERGLASS DOOR
FRAME - SEE SCHEDULE
DOOR; SEE
SCHEDULE
FRAME ANCHOR -
MIN. 3 PER JAMB
H.M. FRAME - SEE
DOOR SCHEDULE
DOUBLE METAL STUD
CONTINUOUS BEAD OF
SEALANT (BOTH SIDES; TYP.)
2"
HEAD
JAMB
SILL
F.R.P. FRAME BEYOND
SEE DOOR SCHEDULE FOR
DOOR TYPE AND SIZE
SEE DOOR SCHEDULE FOR
DOOR TYPE AND SIZE
HEADER; SEE DETAIL
A-601
E12
SIDING TRIM
5 3/4"
CEMENTIOUS SIDING
WALL PANELS
6 5/8"
SIDING TRIM
CEMENTIOUS SIDING
WALL PANELS
7-7/8"
2"
CONTINUOUS BEAD OF
SEALANT - BOTH SIDES (TYP.)
ALUMINUM STOREFRONT -
SEE SCHEDULE
DOUBLE METAL STUD
CONTINUOUS BEAD OF
SEALANT (BOTH SIDES; TYP.)
2"
HEAD
JAMB
HEADER; SEE DETAIL
A-601
E12
SIDING TRIM
PRE-FINISHED METAL
WALL PANELS
4 1/2"
METAL PANEL TRIM
CEMENTIOUS SIDING
WALL PANELS
7 7/8"
SIDING TRIM
CEMENTIOUS SIDING
WALL PANELS
4 1/2"
ALUMINUM STOREFRONT -
SEE SCHEDULE
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
DEPARTMENT OF
PUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
CITY OF JEFFERSON AIRPORT
JEFFERSON CITY, MISSOURI
R2007-016011
8136011011
12/27/2019
A301LCEMEM
FINISH, DOOR &WINDOW SCHEDULES& DETAILS
A-60118 OF 28 SHEETS12/27/2019
PWArchitects, Inc.
Ph:(573) 449-2683 Fax:(573) 442-6213
Columbia, Missouri 65203
2120 Forum Blvd, Suite 101
PWA Project No. 201919
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
DOOR AND FRAME ELEVATIONS
SCALE: 1/4" = 1'-0"
H6
DOOR FRAME DETAIL
SCALE: 3" = 1'-0"
E6
DOOR FRAME DETAIL
SCALE: 3" = 1'-0"
E9
DOOR FRAME DETAIL
SCALE: 1-1/2" = 1'-0"
A6
DOOR FRAME DETAIL
SCALE: 1-1/2" = 1'-0"
A9
WINDOW DETAIL
SCALE: 1-1/2" = 1'-0"
A12
EF
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
2401 Bernadette Drive, Suite 201Columbia, Missouri 65203
573 - 234 - 4492 phonewww.j-squaredeng.com
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
JEFFERSON CITY
CITY OF JEFFERSON AIRPORT
MISSOURI
R2007-0160118136011011
12/27/2019
R2007-01/6011ACWJAPACW
MECHANICALPLAN
M-10019 OF 28 SHEETS12/27/2019
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
2401 Bernadette Drive, Suite 201Columbia, Missouri 65203
573 - 234 - 4492 phonewww.j-squaredeng.com
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
JEFFERSON CITY
CITY OF JEFFERSON AIRPORT
MISSOURI
R2007-0160118136011011
12/27/2019
R2007-01/6011ACWJAPACW
MECHANICALDETAILS &SCHEDULES
M-50020 OF 28 SHEETS12/27/2019
F
····
····
····
·
·
··
··
··
··
··
J
R
J
R
R
J
J
R
RR
J
J
EF
R
J
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
2401 Bernadette Drive, Suite 201Columbia, Missouri 65203
573 - 234 - 4492 phonewww.j-squaredeng.com
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
JEFFERSON CITY
CITY OF JEFFERSON AIRPORT
MISSOURI
R2007-0160118136011011
12/27/2019
R2007-01/6011ACWJAPACW
POWERPLAN
EP-10021 OF 28 SHEETS12/27/2019
EF
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
2401 Bernadette Drive, Suite 201Columbia, Missouri 65203
573 - 234 - 4492 phonewww.j-squaredeng.com
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
JEFFERSON CITY
CITY OF JEFFERSON AIRPORT
MISSOURI
R2007-0160118136011011
12/27/2019
R2007-01/6011ACWJAPACW
POWERPLAN
EP-10122 OF 28 SHEETS12/27/2019
OC1 OC1
EF
OW1
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
2401 Bernadette Drive, Suite 201Columbia, Missouri 65203
573 - 234 - 4492 phonewww.j-squaredeng.com
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
JEFFERSON CITY
CITY OF JEFFERSON AIRPORT
MISSOURI
R2007-0160118136011011
12/27/2019
R2007-01/6011ACWJAPACW
LIGHTINGPLAN
EL-10023 OF 28 SHEETS12/27/2019
OC1 OC1
EF
OW1
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
2401 Bernadette Drive, Suite 201Columbia, Missouri 65203
573 - 234 - 4492 phonewww.j-squaredeng.com
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
JEFFERSON CITY
CITY OF JEFFERSON AIRPORT
MISSOURI
R2007-0160118136011011
12/27/2019
R2007-01/6011ACWJAPACW
LIGHTINGPLAN
EL-10124 OF 28 SHEETS12/27/2019
ISSUE DATE:
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SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
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SHEET TITLE:
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CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
2401 Bernadette Drive, Suite 201Columbia, Missouri 65203
573 - 234 - 4492 phonewww.j-squaredeng.com
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
JEFFERSON CITY
CITY OF JEFFERSON AIRPORT
MISSOURI
R2007-0160118136011011
12/27/2019
R2007-01/6011ACWJAPACW
ELECTRICALDETAILS &SCHEDULES
E-50025 OF 28 SHEETS12/27/2019
OC1
OW1
J
R
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
2401 Bernadette Drive, Suite 201Columbia, Missouri 65203
573 - 234 - 4492 phonewww.j-squaredeng.com
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
JEFFERSON CITY
CITY OF JEFFERSON AIRPORT
MISSOURI
R2007-0160118136011011
12/27/2019
R2007-01/6011ACWJAPACW
PLUMBINGPLAN
P-10026 OF 28 SHEETS12/27/2019
EF
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
2401 Bernadette Drive, Suite 201Columbia, Missouri 65203
573 - 234 - 4492 phonewww.j-squaredeng.com
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
JEFFERSON CITY
CITY OF JEFFERSON AIRPORT
MISSOURI
R2007-0160118136011011
12/27/2019
R2007-01/6011ACWJAPACW
PLUMBINGPLAN
P-10127 OF 28 SHEETS12/27/2019
ISSUE DATE:
SHEET NUMBER:
SITE #
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
FACILITY #
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN AND CONSTRUCTION
2401 Bernadette Drive, Suite 201Columbia, Missouri 65203
573 - 234 - 4492 phonewww.j-squaredeng.com
DEPARTMENT OFPUBLIC SAFETY
Interior and Exterior
MSHP AIRCRAFT HANGARRepairs and Improvements
JEFFERSON CITY
CITY OF JEFFERSON AIRPORT
MISSOURI
R2007-0160118136011011
12/27/2019
R2007-01/6011ACWJAPACW
PLUMBINGDETAILS &SCHEDULES
P-50028 OF 28 SHEETS12/27/2019