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

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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

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T

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9

9

.

9

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***** 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

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MAINTENANCE SHOP

RAMP

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88

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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

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E

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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

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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

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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

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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

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SITE #

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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

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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

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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

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OW1

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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

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SITE #

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DESIGNED BY:

DATE:REVISION:

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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