B150_Amendment_002_Drawings_July2017.pdf

GENERAL NOTES - VERTICAL LIFT HANGAR DOOR UPGRADES:

1. REMOVE AND DISCARD FABRIC, ALUMINUM BATTEN STRIPS, SCREWS AND FLOOR SEALS.

2. ITEMS TO REMAIN AND BE REUSED AS FOLLOWS: MOTOR, CONTROLS, ELECTRICAL, INTERMEDIATE BEAMS, BOTTOM BEAMS, SAFETY ARRESTING DEVICES, GUIDE RAILS AND SIDE SEALS.

3. INSTALL SINGLE PIECE OF FABRIC THAT SPANS FROM ONE SIDE OF THE DOOR TO THE OTHER.

REINSTALL WITH NEW BATTEN STRIPS AND SCREWS. REPLACE GUIDE BLOCKS AND INSTALL NEW FLOOR

SEALS.

4. FABRIC AND ATTACHMENT MATERIALS MUST MEET DOOR MANUFACTURER'S REQUIREMENTS. CONTACT

MANUFACTURER FOR SPECIFICATIONS.

* ALL FABRIC DOOR WORK SHALL BE DONE UNDER SUPERVISION OF HANGAR DOOR MANUFACTURER.

THE DEMOLITION PLANS ARE DERIVED FROM EXISTING BUILDING PLANS, FIELD MEASUREMENTS, ETC. AND ARE INTENDED TO REASONABLY REPRESENT EXISTING CONDITIONS. ILLUSTRATIONS, DIMENSIONS, EXISTING PHOTOGRAPHS AND OTHER INFORMATION IN THESE DRAWINGS ARE BASED, IN PART, ON EXISTING DRAWINGS FURNISHED BY BASE CIVIL ENGINEER (WHICH ARE INCLUDED IN CONSTRUCTION DOCUMENTS APPENDIX). ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE DRAWINGS. THE DEMOLITION NOTES IDENTIFY GENERAL AREAS OF WORK BUT MAY NOT BE COMPLETE IN THE IDENTIFICATION OF ALL REMOVALS. THE CONTRACTOR SHALL VERIFY ACTUAL/EXISTING CONDITIONS AND COORDINATE THE DEMOLITION WITH NEW WORK SO THAT DEMOLITION IS COMPLETE.

HAZARDOUS MATERIAL ABATEMENT: CONTRACTOR SHALL REVIEW ALL HAZARDOUS MATERIAL ABATEMENT REPORTS BEFORE DEMOLITION OCCURS AND PERFORM TESTING AS RE REQUIRED TO COMPLETE THE SCOPE OF WORK. THE CONTRACTOR SHALL TAKE THE APPROPRIATE ACTIONS REGARDING TESTING, NOTIFICATIONS, MEASUREMENTS, ABATEMENT, AND DISPOSAL OF ANY HAZARDOUS MATERIALS (ASBESTOS, LEAD PAINT, ETC.) LIKELY TO BE AFFECTED BY THE CONSTRUCTION ACTIVITIES OR EFFORTS.

FIELD VERIFY EXISTING CONDITIONS BEFORE COMMENCING ANY WORK. ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES DETRIMENTAL TO THE PROPER EXECUTION OF NEW CONSTRUCTION. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS TO CONTRACTING OFFICER.

ALL DEMOLITION WORK SHALL COMPLY WITH APPLICABLE BUILDING CODE AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS, ORDINANCES, AND REGULATIONS. SEE

CODE SUMMARY SHEET FOR APPLICABLE BUILDING CODE.

REMOVE EXISTING CONSTRUCTION TO THE EXTENT INDICATED ON THE DRAWINGS. PROTECT ALL OTHER EXISTING STRUCTURES ON ADJACENT PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION. SHOULD ANY DAMAGE OCCUR TO ANY EXISTING CONSTRUCTION ON ADJACENT PROPERTIES OR EXISTING CONSTRUCTION TO REMAIN ON SITE, THE CONTRACTOR SHALL REPAIR THE DAMAGE TO THE SATISFACTION OF THE PROPERTY OWNER.

CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION NOTED TO REMAIN FROM DAMAGE AND SOILING DURING DEMOLITION. REMOVE DEBRIS REGULARLY AS

NECESSARY TO ELIMINATE INTERFERENCE.

EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE OWNER’S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR’S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH FURTHER DISPOSITION AT THE CONTRACTOR’S OPTION.

CONTRACTOR COORDINATE STORAGE OF ITEMS TO BE REUSED, SALVAGED, OR REINSTALLED THAT IS SECURE AND PROTECTED FROM ELEMENTS.

EXISTING WALLS SHOWN GRAPHICALLY WITH SOLID LINES TO REMAIN. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN AND PREPARE SURFACES TO RECEIVE NEW

CONSTRUCTION OR FINISHES.

ALL DEMOLISHED MATERIALS SHALL BE LEGALLY DISPOSED OF PROMPTLY. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. NO BURNING IS ALLOWED.

PROTECT ALL ADJACENT AREAS FROM THE DEMOLITION. REPAIR OR REPLACE, AT NO COST TO THE OWNER, ALL AREAS OR ITEMS DAMAGED DURING THE DEMOLITION.

LIMITS OF CONTRACT TO EXTEND UP TO, AND INCLUDE, THE PROPERTY LINES, AND SHALL NOT EXTEND BEYOND THESE LIMITS ONTO PUBLIC OR PRIVATE PROPERTY, EXCEPT AS INDICATED ON THE DRAWINGS.

WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, DETERMINE THE NATURE AND EXTENT OF THE CONFLICT AND NOTIFY THE ARCHITECT IMMEDIATELY FOR RESOLUTION.

THIS DEMOLITION PLAN OUTLINES THE SCOPE OF THE WORK INVOLVED FOR THE DEMOLITION PHASE OF THIS PROJECT. CONTRACTOR SHALL ALSO REFER TO THE

DRAWINGS FOR THE CONSTRUCTION OF THE NEW ADDITION FOR ADDITIONAL INFORMATION.

ALL WORK MUST BE COORDINATED WITH THE OWNER WITH REGARD TO SCHEDULE AND DISRUPTION OF BUSINESS OPERATIONS.

ALL FURNITURE WILL BE REMOVED OR RELOCATED BY THE OWNER AS NECESSARY PRIOR TO THE DEMOLITION WORK OF THIS PROJECT.

ALL DEMOLITION WORK SHALL BE COORDINATED WITH THE OTHER WORK OF THIS PROJECT AS OUTLINED IN THE DOCUMENTS. ANY DISCREPANCIES NOTED WHICH WILL IMPACT THE SCHEDULE FOR CONSTRUCTION OR HAVE AN EFFECT ON THE CONTINUED OPERATION OF BUSINESS AT THIS FACILITY SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT FOR RESOLUTION.

DO NOT INTERRUPT EXISTING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING

INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO GOVERNING AUTHORITIES.

WHEN UTILITY SERVICES ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, PROVIDE BYPASS CONNECTIONS TO MAINTAIN CONTINUITY OF SERVICE BEFORE

PROCEEDING WITH DEMOLITION.

PRIOR TO COMMENCEMENT WITH ANY DEMOLITION WORK, CONTRACTOR SHALL IDENTIFY ALL ELECTRICAL CIRCUITS SERVICING THE AREA INVOLVED WITH THIS DEMOLITION. THOSE CIRCUITS SHALL THEN BE LOCKED OUT AND TAGGED OUT IF THEY DO NOT SERVICE ANY OF THE REMAINING BUILDING. THOSE CIRCUITS WHICH ARE IDENTIFIED TO SERVICE BOTH THE AREA TO BE DEMOLISHED AND THE REMAINING BUILDING SHALL BE SPLIT SO AS TO KILL ALL ELECTRICAL POWER TO THE AREA TO BE

DEMOLISHED WHILE MAINTAINING POWER TO THE REMAINDER OF THE BUILDING.

CARE SHOULD BE MADE TO KEEP DUST AND NOISE FROM DEMOLITION ACTIVITIES FROM THE OTHER PORTIONS AND FLOORS OF THE BUILDING. ERECT AND MAINTAIN DUSTPROOF PARTITIONS. COVER AND PROTECT FURNITURE, FURNISHINGS AND EQUIPMENT THAT HAVE NOT BEEN REMOVED.

PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDING AREAS TO REMAIN.

NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE ADJOINING CONSTRUCTION

TO REMAIN.

REMOVE ALL EXISTING CARPET AND EXISTING RUBBER BASE FROM ALL AREAS TO BE REMODELED. FLOOR MUST BE FREE OF DUST, DIRT, OIL, GREASE, PAINT, WAX OR ANY DEBRIS THAT COULD AFFECT ADHESION OF THE CARPET MODULES TO THE FLOOR DURING BUILD-BACK PHASE.

DRYWALL PARTITIONS: REMOVE GYPSUM BOARD, STEEL FRAMING, RUNNERS, TRACKS, ANCHORS AND FASTENERS, UNLESS OTHERWISE NOTED OR SHOWN. PATCH ANCHOR

HOLES WHERE CEILING, WALLS, AND FLOORS ARE TO REMAIN.

NOT USED

CEILINGS: REMOVE ALL EXISTING CEILING SYSTEMS AND ASSOCIATED COMPONENTS

PRIOR TO DEMOLITION, MAKE SURE PLUMBING IS CUT AND CAPPED AT ALL SINK LOCATIONS, REMOVE CABINETRY, CASEWORK, SINKS, AND COUNTERTOPS. REFERENCE

MECHANICAL DRAWINGS FOR PLUMBING AND PIPES.

CONTRACTOR SHALL COMPLY WITH ALL NECESSARY FIRE SAFETY REQUIREMENTS IN ACCORDANCE WITH 3-600-01 UFC AND NFPA 13 AND CURRENTLY ADOPTED CITY AND

STATE CODES.

REMOVE EXISTING EXTERIOR WALL AS REQUIRED FOR NEW DOOR. SEE NEW DOOR SCHEDULE FOR DOOR OPENING AND MASONRY DEMOLITION. SEE NEW FLOOR PLANS FOR

LOCATIONS. PROVIDE TEMPORARY SAFETY BARRIERS DURING DEMOLITION.

EXISTING DOORS TO REMAIN TO BE INSPECTED, CLEANED TO BARE METAL, PRIMED, REPAINTED, AND HARDWARE TO BE REPLACED. SEE DOOR SCHEDULE FOR NEW

HARDWARE. CONTRACTOR HAS OPTION TO REPLACE ENTIRE DOOR AND FRAME

REMOVE EXISTING EXTERIOR WALL AS REQUIRED FOR NEW WINDOW(S). SEE NEW WINDOW SCHEDULE FOR WINDOW OPENING AND MASONRY DEMOLITION, SEE NEW FLOOR

PLANS FOR LOCATIONS.

REMOVE ALL EXISTING LOUVERS, SEE NEW FLOOR PLANS AND ELEVATIONS FOR NEW LOUVER LOCATIONS AND LOUVER SCHEDULE FOR SIZES AND DETAILS.

PRIOR TO REMOVAL OF ANY DOOR HARDWARE CONTRACTOR SHALL CONFIRM WITH GOVERNMENT ALL ITEMS WHICH SHALL BE TURNED OVER TO GOVERNMENT. HARDWARE IDENTIFIED BY GOVERNMENT TO BE SALVAGED SHALL BE CAREFULLY REMOVED TO ALLOW FUTURE REUSE.

CONTRACTOR SHALL PHOTOGRAPH ALL LOCATIONS WHICH EXISTING CONDITIONS VARY FROM CONTRACT DRAWINGS OR EXISTING DRAWINGS APPENDIX. CONTRACTOR SHALL PROVIDE PHOTO AND DESCRIPTION CONDITION TO CONTRACTING OFFICER ONCE AVAILABLE. CONTRACTOR SHALL PROVIDE DETAIL FOR CONDITIONS IF CONTRACT

DOCUMENTS TO NOT COVER CONDITION FOR APPROVAL BY ARCHITECT / ENGINEER.

GENERAL FLOOR PLAN DEMOLITION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

E

GENERAL ROOF DEMOLITION PLAN NOTES:

CONTRACTOR SHALL REMOVE ONLY AS MUCH ROOFING AS CAN BE RECOVERED BY THE END OF

WORK DAY. ANY DEVIATION FROM THIS REQUIREMENT SHALL BE APPROVED BY CONTRACTING

OFFICER.

DO NOT ATTEMPT TO OPEN THE ROOF COVERING SYSTEM IN THREATENING WEATHER.

PROVIDE TEMPORARY ROOFING AND FLASHING AS NECESSARY TO MAINTAIN A WATERTIGHT

CONDITION THROUGH THE COURSE OF THE WORK. TEMPORARY WORK SHALL BE REMOVED PRIOR TO

INSTALLATION OF PERMANENT ROOF SYSTEM MATERIALS UNLESS APPROVED OTHERWISE BY

CONTRACTING OFFICER.

EXISTING CONDITION OF ROOF DECK IS UNKNOWN. CONTRACTOR SHALL REVIEW CONDITION AND INDICATE TO CONTRACTING OFFICER IF AREAS OF ROOF DECK APPEAR DETERIORATED SUCH THAT

ABILITY TO SUPPORT FOOT TRAFFIC AND CONSTRUCTION LOADS COULD BE COMPROMISED.

CONTRACTOR SHALL COORDINATE DEMOLITION WORK AND NEW WORK TO MINIMIZE BUILDING

EXPOSURE TO ELEMENTS. REFER TO DEMOLITION SPECIFICATIONS FOR REQUIREMENTS REGARDING

TEMPORARY ROOFING, REROOFING AND MATERIAL HANDLING.

REMOVE ALL ROOF VENTS, MECHANICAL AND ELECTRICAL EQUIPMENT (REFERENCE MECHANICAL, ELECTRICAL, AND PLUMBING), HATCHES, CURBS, WALKING PADS/ PAVERS, ETC.

PROVIDED PROTECTION AROUND ALL OPENINGS AND AT THE EDGE OF ROOF AS REQUIRED BY OSHA

REMOVE LIGHTING PROTECTION ELEMENTS. REFER TO ELECTRICAL DRAWINGS AND EXISTING

DRAWINGS APPENDIX FOR SCOPE.

1.

2.

3.

4.

5.

6.

7.

DEMOLITION GENERAL OVERVIEW:

1. BELOW IS A GENERAL OVERVIEW OF ITEMS TO BE DEMOLISHED REFER TO EXISTING DRAWINGS (APPENDIX), DEMOLITION DRAWINGS, NEW DRAWINGS, AND SPECIFICATIONS

EXTERIOR DEMOLITION:

EXTERIOR WALLS:

1. REMOVE ALL EXTERIOR FINISHES INCLUDING EIFS SYSTEM AND ALL METAL SIDING.

EIFS TO BE REMOVED ENTIRELY FROM EXISTING CMU AND OTHER EXTERIOR WALL STRUCTURE - PROVIDE A CLEAN SMOOTH SURFACE.

2. METAL SIDING SYSTEM TO BE REMOVED ENTIRELY, INCLUDING BUT NOT LIMITED TO HANGAR BAY SIDING, HANGAR DOOR STRUCTURE, NORTH AND SOUTH 2 STORY ADDITIONS, ETC.

HANGAR BAY SIDING SHALL INCLUDE EXTERIOR SIDING, EXISTING WINDOWS/ FRAMES, EXISTING INSULATION, LINER PANELS, ETC.

(SEE STRUCTURAL DRAWINGS FOR EXISTING WALL SUPPORTS, GIRTS, ETC. REQUIRED TO BE REMOVED) AS REQUIRED SUCH

THAT ONLY THE STRUCTURAL FRAME WORK IS REMAINING

NORTH AND SOUTH 2 STORY ADDITIONS SIDING SHALL INCLUDE CORRUGATED METAL SIDING, SHEATHING, RIGID INSULATION AND BATT INSULATION, ETC. AS REQUIRED SUCH THAT ONLY STRUCTURAL FRAME WORK AND METAL STUD CONSTRUCTION TO REMAIN

3. REMOVE ENTIRELY ALL EXTERIOR DOORS, FRAMES, AND HARDWARE (INCLUDING BUT NOT LIMITED TO ALUMINUM ENTRANCE DOORS, STEEL DOORS AND FRAMES, OVERHEAD DOORS AND FRAMES); ALL EXISTING WINDOWS, FRAMES, AND HARDWARE;

ALL EXISTING LOUVERS/ FRAMES, VENTS. PRIOR TO DISPOSAL OF ANY DOOR HARDWARE CONTRACTOR SHALL CONFIRM WITH

GOVERNMENT ALL ITEMS WHICH SHALL BE TURNED OVER TO GOVERNMENT.

4. REMOVE ALL APPURTENANCES ATTACHED TO THE EXTERIOR WALLS INCLUDING, BUT NOT LIMITED TO EXTERIOR LIGHTING, CAMERAS, SPEAKERS, ETC. COORDINATE WITH MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.

ROOF:

1. REFER TO ROOF DEMO PLAN FOR ROOF NUMBERS AND ADDITIONAL NOTES

2. ROOF E11 AND E12 SHALL BE COMPLETELY REMOVED AS PART OF DEMOLITION OF STRUCTURE.

3. ROOF E1 & E13: REMOVE ENTIRE ROOF SYSTEM. SYSTEM INCLUDES, BUT NOT LIMITED TO, ROOF MEMBRANE, RIGID INSULATION, COVER

BOARDS, VAPOR BARRIERS, STRUCTURAL STEEL DECKING (SEE STRUCTURAL), FASCIA, SOFFIT, FLASHING, ETC. AS REQUIRED SUCH THAT

ONLY THE STRUCTURAL FRAME WORK IS REMAINING

4. ROOFS E2, E3,E4 & E5: REMOVE ENTIRE ROOF SYSTEM. SYSTEM INCLUDES, BUT NOT LIMITED TO, ROOF MEMBRANE, COVER BOARD, RIGID INSULATION, VAPOR BARRIERS, SHEATHING, FASCIA, SOFFIT, FLASHING, ETC. AS REQUIRED SUCH THAT ONLY THE STEEL ROOF DECK, AND STRUCTURE REMAIN (SEE STRUCTURAL). AT ROOF E5 ONLY CONCRETE ROOF DECK AND STRUCTURE SHALL REMAIN.

5. ROOFS E6, E7, E8, E9 & E10: REMOVE ENTIRE ROOF SYSTEM. SYSTEM INCLUDES, BUT NOT LIMITED TO, ROOF MEMBRANE, RIGID INSULATION, COVER BOARDS, VAPOR BARRIERS, STEEL DECKING, FASCIA, SOFFIT, FLASHING, ETC. AS REQUIRED SUCH THAT ONLY THE

STEEL FRAMING REMAIN (SEE STRUCTURAL).

EXISTING EAST WING:

1. DEMOLISH EXISTING STRUCTURE ENTIRELY, INCLUDING ALL INTERIOR AND EXTERIOR WALLS, FLOOR FINISHES, ENTRANCE CANOPY, AND ROOF AS REQUIRED SUCH THAT ONLY THE CONCRETE FLOOR SLAB REMAINS

INTERIOR DEMOLITION:

1. REMOVE INTERIOR WALLS AND PORTION OF WALLS AS INDICATED.

2. REMOVE ALL DOORS ENTIRELY, INCLUDING DOOR, FRAME, AND HARDWARE. PRIOR TO REMOVAL OF ANY DOOR HARDWARE CONTRACTOR

SHALL CONFIRM WITH GOVERNMENT ALL ITEMS WHICH SHALL BE TURNED OVER TO GOVERNMENT. HARDWARE IDENTIFIED BY GOVERNMENT

TO BE SALVAGED SHALL BE CAREFULLY REMOVED TO ALLOW FUTURE REUSE.

3. REMOVE ALL INTERIOR WINDOWS, UNLESS OTHER WISE NOTED, ENTIRELY INCLUDING WINDOWS, FRAMES, AND HARDWARE.

4. REMOVE ALL FLOOR FINISHES ENTIRELY, INCLUDING CERAMIC TILE, CARPET, VINYL TILE, ETC. TO EXPOSED CONCRETE SLAB

5. REMOVE ALL CEILING SYSTEMS ENTIRELY, INCLUDING GYPSUM BOARD, ACOUSTICAL TILE, CEILING FRAMING, SUSPENDED TRACK, ETC.

6. REMOVE ALL MILLWORK, SHELVES, CABINETRY, ETC.

7. REMOVE ALL TOILET AND LOCKER ROOM FIXTURES AND EQUIPMENT, INCLUDING BUT NOT LIMITED TO, LOCKERS, BENCHES, TOWEL HOOKS, PLUMBING FIXTURES,TOILET PARTITIONS, LAVATORIES, ETC - CAP EXISTING PLUMBING LINES TO REMAIN.

8. REMOVE EXISTING STAIRS ENTIRELY IN EXISTING SOUTH 2 STORY ADDITION

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DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

EAD001

DEMOLITION NOTES

01/04/17

L. COLE T. KIM

B.AMES

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

D 4/14/17 B.3 FINAL SUBMITTAL

E 7/21/17 AMENDMENT 002

UP

GENERAL FLOOR PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,

AND ABBREVIATIONS REFER TO SHEET AG001.

REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL

LOCATIONS. ALL FIRE RATED WALLS AND SMOKE PARTITIONS

ARE CONTINUOUS ACROSS ALL DOOR OPENINGS.

FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION

REFER TO PARTITION TYPES SHEET.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS

AND SITE CONDITIONS BEFORE BEGINNING WORK AND

FABRICATION. THE GOVERNMENT SHALL BE NOTIFIED IN

WRITING IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.

IN NO CASE SHALL DIMENSIONS BE SCALED OFF PLANS, SECTIONS,

OR DETAILS FROM THESE DRAWINGS.

FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,

REFER TO LARGER SCALE DRAWINGS.

DOOR LOCATIONS NOT DIMENSIONED ARE 6 INCHES FROM FACE

OF GYPSUM BOARD FINISH WALL TO DOOR JAMB FACE. VERIFY

THERE IS A PULL SIDE MINIMUM 18 INCHES CLEAR FROM DOOR

STRIKE TO INTERSECTING WALL FOR ADA COMPLIANCE. NOTIFY

GOVERNMENT FOR NON-COMPLIANCE BEFORE SETTING

DOOR FRAME AND WALL LOCATIONS.

CONTRACTOR SHALL COORDINATE AND PROVIDE ALL MILLWORK

TRIM AND INFILL PANELS AT ALL UNDERCOUNTER / CABINET

LOCATIONS.

REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL

FINISH INFORMATION. ALL FLOOR FINISHES TO BE CONTINUOUS

UNDER MILLWORK AND EQUIPMENT UNLESS NOTED OTHERWISE.

PROVIDE 18GA METAL PLATE OR FIRE TREATED WOOD BLOCKING

IN WALL FOR TOILET FIXTURES, ACCESSORIES, EQUIPMENT,

FLOOR AND WALL MOUNTED TOILET PARTITIONS, AND COUNTERTOP

MOUNTING SUPPORTS.

REFER TO SPECIFICATIONS FOR LOCATIONS OF GYPSUM BOARD

CONTROL JOINTS.

REFERENCE CIVIL DRAWINGS FOR EXTERIOR BOLLARD AND

SPLASH BLOCK DETAILS.

REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING

DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.

REFERENCE THE REFLECTED CEILING PLANS FOR CEILING HEIGHTS.

ALL DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CMU WALL,

FINISH FACE OF METAL STUD WALL, AND FACE OF PRECAST CONCRETE

WALL PANEL, UNLESS NOTED OTHERWISE.

THE FIRST FLOOR FINISHED FLOOR ELEVATION IS 100'-0" UNLESS

NOTED OTHERWISE.

PROVIDE GYPSUM BOARD HEADER ABOVE ALL CASED OPENINGS,

REFERENCE REFLECTED CEILING PLANS.

REFERENCE FINISH PLANS FOR LOCATIONS OF WALL

ACCESSORIES AND VISUAL DISPLAY EQUIPMENT.

PROVIDE BLOCKING AS REQUIRED

VERIFY ALL EXISTING OPENING DIMENSIONS IN WALL, BEFORE ORDERING

WINDOWS / DOORS / LOUVERS.

N

P

Q

R

8 9 10 11 12 13

L

K

H

E

C

2 3 4 5 6 A-202

B1

A-201

C1

A-201

B1

A1 A-301

A1 A-301

HANGAR BAY

MOF

TESTING

CORRIDOR

DEBRIEF/ FSE

HEF

AAS ADMIN

AAS CC

MOF SUPER.

ELEV. VEST.

STAIR

ST01

MX TRAINING

AAS NCOIC

COMM

2"

2"

2" 8'

- 0

2'

- 6

3'

- 9

0"

4"

7' - 10" 10' - 11" 16' - 7" 4' - 8"

ELEV

EV01 8'

- 8

3'

- 4

4" 10' - 4"

MATCHLINE B

MATCHLINE A

MA

TC

HL

IN

E A

MA

TC

HL

IN

E D

D1 A-412

104A

106A

102A

107A

103A

ST01A

105A

107B 108A 109A

G

D1 A-302

CW6 CW6

CW6

CW6

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 6" 16' - 6"

8' - 6"

2 TON UNDERHUNG

BRIDGE CRANE ABOVE,

RE: STRUCTURAL

ST01B

110A

12' - 0"

3'

- 6

3'

- 0

A-751

A1

E1 A-415

RIGID RAIL FALL

PROTECTION SYSTEM

LOCATIONS ABOVE,

RE: STRUCTURAL

S2AB

S2AB

S2BB

S2AA

S2AA

6'

- 4

CW8

CW8

REF. TO

A1 A-112

R

EF

. T O

B1 A-

INFILL WALL AT

DEMOLISHED DOOR

INFILL WALL AT

DEMOLISHED WINDOW

NEW METAL CAGED LADDER.

COORDINATE LOCATION

WITH ROOF HATCH

INFILL WALL AT

DEMOLISHED DOOR

S2AA

E

E

E

E

N

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REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A

B C

D

KEYPLAN

EA-111

FLOOR PLAN - AREA A

03/19/10

L. COLE T. KIM

B.AMES

SCALE: 1/8" = 1'-0"B1 FIRST FLOOR PLAN - AREA A

N

0 4' 8' 16'

A 11/4/16 B1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

REF.

GENERAL FLOOR PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,

AND ABBREVIATIONS REFER TO SHEET AG001.

REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL

LOCATIONS. ALL FIRE RATED WALLS AND SMOKE PARTITIONS

ARE CONTINUOUS ACROSS ALL DOOR OPENINGS.

FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION

REFER TO PARTITION TYPES SHEET.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS

AND SITE CONDITIONS BEFORE BEGINNING WORK AND

FABRICATION. THE GOVERNMENT SHALL BE NOTIFIED IN

WRITING IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.

IN NO CASE SHALL DIMENSIONS BE SCALED OFF PLANS, SECTIONS,

OR DETAILS FROM THESE DRAWINGS.

FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,

REFER TO LARGER SCALE DRAWINGS.

DOOR LOCATIONS NOT DIMENSIONED ARE 6 INCHES FROM FACE

OF GYPSUM BOARD FINISH WALL TO DOOR JAMB FACE. VERIFY

THERE IS A PULL SIDE MINIMUM 18 INCHES CLEAR FROM DOOR

STRIKE TO INTERSECTING WALL FOR ADA COMPLIANCE. NOTIFY

GOVERNMENT FOR NON-COMPLIANCE BEFORE SETTING

DOOR FRAME AND WALL LOCATIONS.

CONTRACTOR SHALL COORDINATE AND PROVIDE ALL MILLWORK

TRIM AND INFILL PANELS AT ALL UNDERCOUNTER / CABINET

LOCATIONS.

REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL

FINISH INFORMATION. ALL FLOOR FINISHES TO BE CONTINUOUS

UNDER MILLWORK AND EQUIPMENT UNLESS NOTED OTHERWISE.

PROVIDE 18GA METAL PLATE OR FIRE TREATED WOOD BLOCKING

IN WALL FOR TOILET FIXTURES, ACCESSORIES, EQUIPMENT,

FLOOR AND WALL MOUNTED TOILET PARTITIONS, AND COUNTERTOP

MOUNTING SUPPORTS.

REFER TO SPECIFICATIONS FOR LOCATIONS OF GYPSUM BOARD

CONTROL JOINTS.

REFERENCE CIVIL DRAWINGS FOR EXTERIOR BOLLARD AND

SPLASH BLOCK DETAILS.

REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING

DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.

REFERENCE THE REFLECTED CEILING PLANS FOR CEILING HEIGHTS.

ALL DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CMU WALL,

FINISH FACE OF METAL STUD WALL, AND FACE OF PRECAST CONCRETE

WALL PANEL, UNLESS NOTED OTHERWISE.

THE FIRST FLOOR FINISHED FLOOR ELEVATION IS 100'-0" UNLESS

NOTED OTHERWISE.

PROVIDE GYPSUM BOARD HEADER ABOVE ALL CASED OPENINGS,

REFERENCE REFLECTED CEILING PLANS.

REFERENCE FINISH PLANS FOR LOCATIONS OF WALL

ACCESSORIES AND VISUAL DISPLAY EQUIPMENT.

PROVIDE BLOCKING AS REQUIRED

VERIFY ALL EXISTING OPENING DIMENSIONS IN WALL, BEFORE ORDERING

WINDOWS / DOORS / LOUVERS.

R

8 9 10 11 12 13

S

T

U

A-201

C1

A-202

D1

A-201

A1

C1 A-301

C1 A-301

VESTIBULE

HANGAR BAY

HEF

AAS ADMIN

112AAS CC

CORRIDOR

QA

MXG CONFERENCE

ROOM

WOMEN'S TOILET

WOMEN'S SHOWER/

LOCKER

MEN'S TOILET

MEN'S SHOWER/

LOCKER

TO

IL

ET

V

ES

TI

BU

LE

MECHANICAL

ELECTRICAL

COMMS

EGRESS OFFICE

CO

RR

ID

OR

CORRIDOR

MXG CD

AAS NCOIC

QA CLASSROOM

MXG CC

MXG CHIEF

ADMIN SUPER

MXG XO

AMXS/ CC

AMXS/ CHIEF

BREAK AREA

MOF CC

DSG OFF

DSG OFF

QA CHIEF

MEETING ROOM

PRINTER/ SHREDDER

ROOM

132STORAGE

1ST SHIRTS (2)

ADMIN

JAN

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 6" 16' - 6"

2"

2"

2"

MECH YARD

A-202

B4

52' - 2" 6' - 4" 8' - 8" 6' - 4" 3' - 8" 3' - 4" 5' - 8"

0" 4'

- 0

6'

- 0

4"

0"

4"

11' - 8" 14' - 0" 11' - 0"

MATCHLINE B

MATCHLINE A

MA

TC

HL

IN

E B

MA

TC

HL

IN

E C

MECHANICAL

SCREEN WALL

D1 A-431

6'

- 8

2'

- 8

6'

- 8

2'

- 8

6'

- 8

2'

- 8

6'

- 8

2'

- 8

6'

- 8

2'

- 8

6'

- 8

2'

- 8

6'

- 8

2'

- 8

3'

- 8

2'

- 4

3'

- 4

5'

- 8

2'

- 8

6'

- 8

2'

- 8

2'

- 8

8" 3'

- 4

7' - 0" 2' - 8" 14' - 0" 2' - 8" 14' - 0" 2' - 8" 7' - 0"

50' - 0"

0"

5'

- 1

0" 2'

- 8

6'

- 8

2'

- 8

4'

- 1

0" 7'

- 0

4'

- 1

0" 2'

- 8

6'

- 8

2'

- 8

9' - 5" 10' - 3"

124A

139B

139A

138A

140A

140B 142A

143A

141A

115A 114A

112A

114B

111A

113A

144A 146A

147A

148A

A-751

A4

4"

3"

7"

9'

- 0

9'

- 0

D1 A-751

D1 A-414

A3

D1 A-302

C1 A-302

CW8 CW8

CW8

CW8

CW8

CW8CW8CW8

CW8

CW8

CW8

CW8

CW8

CW8

CW8

CW8

CW8

117A

124B

119A118A

135A

134A

130A

133A

121A

122A

123A

125A 126A128A

131A

127A

137A

117B

116B

137B116A

22' - 2" 3' - 0"

5' - 5"

5'

- 5

0"

3'

- 0

5'

- 1 "1

9"

7'

- 1

1"

17' - 1" 12' - 9" 17' - 1"

5" 9'

- 1 0"

8'

- 4

9'

- 1 0"

9'

- 1

0" 9'

- 7

7'

- 8

8'

- 4

8'

- 4

4'

- 1 1"

14' - 0" 16' - 2" 4' - 11" 11' - 10"

2 TON UNDERHUNG BRIDGE

CRANE ABOVE,

RE: STRUCTURAL

S2BA

S2BA

F2CB

M1CA

S2BA

S2BA

M1CA

S1AA

S1AAS2AB

S2AB

S2AAS2AA

F1CA

F1CA

S2AB S2AA

F1CA

S2AA

S2AA

EWC

S2AA

S2AA F1CA F1CAS1AAS2AB

F1CA

S2ABF1CA S2AB

S1AA

F1BA

F1CA

S1AA F1CA

F1CA

F1CAS2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB

S2AB S2AB

F1CA

S2AB

F1CA

F1CA

S2AB

RIGID RAIL FALL

PROTECTION SYSTEM

LOCATIONS ABOVE,

RE: STRUCTURAL

CW8

W3

REF. TO

B1 A-111

R

EF

. T O

A1 A-

RECESSED WALK OFF MAT:

11' - 5" LONG BY 8' - 0" WIDE.

ALIGN FRONT EDGE WITH

EDGE OF GYP BD. AND

EXTEND FULL WIDTH OF

SPACE.

RE: A3/A-701 FOR DETAIL.

A5 A-313

A4 A-313

EXPANSION JOINT

SEE D1/A-436

6' - 9"

RAISED PLATFORM,

SEE DETAIL C5/A-751

F2CB

INFILL WALL AT

DEMOLISHED WINDOW

INFILL WALL AT

DEMOLISHED DOOR

INFILL WALL AT

DEMOLISHED DOOR

INFILL WALL AT

DEMOLISHED

DOOR

INFILL WALL AT

DEMOLISHED DOOR

INFILL WALL AT

DEMOLISHED WINDOW

E

E

E E

E

E

E

E

E

E

E E

E

E

E E

N

92654

S c a le

F o r M ic ro fi lm in g

In c h e s

M il li m e te rs date detailed checkeddesigned project contract rev.drawing fileC O

PY

R

IG

B

U R

N S

AN

D

M cD

O N

N

EL

L

EN

G

IN

EE

R

IN

G

C O

M

PA

N Y, IN

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A

B C

D

KEYPLAN

EA-112

FLOOR PLAN - AREA B

08/19/16

L. COLE T. KIM

B.AMES

SCALE: 1/8" = 1'-0"A1 FIRST FLOOR PLAN - AREA B

N

0 4' 8' 16'

A 11/4/16 B1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

REF. REF.

REF.REF.

GENERAL FLOOR PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,

AND ABBREVIATIONS REFER TO SHEET AG001.

REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL

LOCATIONS. ALL FIRE RATED WALLS AND SMOKE PARTITIONS

ARE CONTINUOUS ACROSS ALL DOOR OPENINGS.

FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION

REFER TO PARTITION TYPES SHEET.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS

AND SITE CONDITIONS BEFORE BEGINNING WORK AND

FABRICATION. THE GOVERNMENT SHALL BE NOTIFIED IN

WRITING IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.

IN NO CASE SHALL DIMENSIONS BE SCALED OFF PLANS, SECTIONS,

OR DETAILS FROM THESE DRAWINGS.

FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,

REFER TO LARGER SCALE DRAWINGS.

DOOR LOCATIONS NOT DIMENSIONED ARE 6 INCHES FROM FACE

OF GYPSUM BOARD FINISH WALL TO DOOR JAMB FACE. VERIFY

THERE IS A PULL SIDE MINIMUM 18 INCHES CLEAR FROM DOOR

STRIKE TO INTERSECTING WALL FOR ADA COMPLIANCE. NOTIFY

GOVERNMENT FOR NON-COMPLIANCE BEFORE SETTING

DOOR FRAME AND WALL LOCATIONS.

CONTRACTOR SHALL COORDINATE AND PROVIDE ALL MILLWORK

TRIM AND INFILL PANELS AT ALL UNDERCOUNTER / CABINET

LOCATIONS.

REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL

FINISH INFORMATION. ALL FLOOR FINISHES TO BE CONTINUOUS

UNDER MILLWORK AND EQUIPMENT UNLESS NOTED OTHERWISE.

PROVIDE 18GA METAL PLATE OR FIRE TREATED WOOD BLOCKING

IN WALL FOR TOILET FIXTURES, ACCESSORIES, EQUIPMENT,

FLOOR AND WALL MOUNTED TOILET PARTITIONS, AND COUNTERTOP

MOUNTING SUPPORTS.

REFER TO SPECIFICATIONS FOR LOCATIONS OF GYPSUM BOARD

CONTROL JOINTS.

REFERENCE CIVIL DRAWINGS FOR EXTERIOR BOLLARD AND

SPLASH BLOCK DETAILS.

REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING

DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.

REFERENCE THE REFLECTED CEILING PLANS FOR CEILING HEIGHTS.

ALL DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CMU WALL,

FINISH FACE OF METAL STUD WALL, AND FACE OF PRECAST CONCRETE

WALL PANEL, UNLESS NOTED OTHERWISE.

THE FIRST FLOOR FINISHED FLOOR ELEVATION IS 100'-0" UNLESS

NOTED OTHERWISE.

PROVIDE GYPSUM BOARD HEADER ABOVE ALL CASED OPENINGS,

REFERENCE REFLECTED CEILING PLANS.

REFERENCE FINISH PLANS FOR LOCATIONS OF WALL

ACCESSORIES AND VISUAL DISPLAY EQUIPMENT.

PROVIDE BLOCKING AS REQUIRED

VERIFY ALL EXISTING OPENING DIMENSIONS IN WALL, BEFORE ORDERING

WINDOWS / DOORS / LOUVERS.

R

13 14 15 16 17

S

T

U

A-201

D1

A-202

D1

A-201

A3

A-202

A3

D1 A-301

D1 A-301

C1 A-301

C1 A-301

HANGAR BAY

COMMS

EGRESS

MAINTENANCE

EGRESS OFFICE

AVIONICS

APG SUPER.

AVIONICS SUPER.

APG OFFICE

AVIONICS OFFICE

CORRIDOR

ALIS WORK ROOM

AMU READY ROOM

APG

EGRESS STORAGE

16' - 0" 16' - 0" 16' - 0" 16' - 0"

2"

2"

2"

A-202

B4

A-202

B3

3' - 4" 7' - 4" 2' - 8" 8' - 8" 2' - 8" 8' - 0" 2' - 8" 8' - 8" 2' - 8" 8' - 0" 2' - 8" 8' - 8" 2' - 8" 8' - 0" 2' - 8" 4' - 4"

31' - 4" 19' - 8" 12' - 4" 11' - 10" 26' - 3"

5"

8' - 4" 10' - 4"

3' - 4" 14' - 4"

2'

- 1

0"

6'

- 8

8'

- 8

2'

- 8

4' - 10" 2' - 8" 9' - 8" 2' - 8" 9' - 9" 2' - 8" 4' - 11"

0"

13' - 4"

7" 3' - 4" 6' - 8" 2' - 8" 7' - 4"

3'

- 4

5'

- 4

2'

- 8

4'

- 4

2'

- 8

5'

- 4

2'

- 8

5'

- 4

2'

- 8

6'

- 4

2'

- 8

4'

- 8

3'

- 4

5'

- 4

2'

- 8

5'

- 4

2'

- 8

5'

- 4

2'

- 8

8'

- 0

3' - 4" 10' - 11"

MATCHLINE C

MATCHLINE D

MA

TC

HL

IN

E B

MA

TC

HL

IN

E C

149A

148A

149B

150A 151B

152A 153A

151A 154A

158C

158B

155B

158A

156A

157A

159A

155A

A-751

B4 D4

A-552

A-751

B2

CW8CW8CW8

CW8

CW8

CW8CW8CW8CW8CW8CW8CW8

CW8

CW8

CW8

CW8

CW8

CW8

CW8

CW8

W1

W1

149C

159B

2' - 6"

S2BA

S2BA

S2BA

S2BA

S2BB

S2AB

S2AB

F1CA

M1CA

F1CAM1CA

S2BA

S2AB

S2AB

RIGID RAIL FALL

PROTECTION SYSTEM

LOCATIONS ABOVE,

RE: STRUCTURAL

R E F

. T O

A1 A-

REF. TO

B1 A-114

INFILL WALL AT

DEMOLISHED WINDOW

INFILL WALL AT

DEMOLISHED DOOR

INFILL WALL AT

DEMOLISHED WINDOW

INFILL WALL AT

DEMOLISHED DOOR

INFILL WALL AT

DEMOLISHED DOOR

INFILL WALL AT

DEMOLISHED DOOR

INFILL WALL AT

DEMOLISHED WINDOW

N

92654

S c a le

F o r M ic ro fi lm in g

In c h e s

M il li m e te rs date detailed checkeddesigned project contract rev.drawing fileC O

PY

R

IG

B

U R

N S

AN

D

M cD

O N

N

EL

L

EN

G

IN

EE

R

IN

G

C O

M

PA

N Y, IN

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A

B C

D

KEYPLAN

EA-113

FLOOR PLAN - AREA C

08/19/16

L. COLE T. KIM

B.AMES

SCALE: 1/8" = 1'-0"A1 FIRST FLOOR PLAN - AREA C N

0 4' 8' 16'

A 11/4/16 B1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

D 4/14/17 B.3 FINAL SUBMITTAL

E

REF. REF.

UP

GENERAL FLOOR PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,

AND ABBREVIATIONS REFER TO SHEET AG001.

REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL

LOCATIONS. ALL FIRE RATED WALLS AND SMOKE PARTITIONS

ARE CONTINUOUS ACROSS ALL DOOR OPENINGS.

FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION

REFER TO PARTITION TYPES SHEET.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS

AND SITE CONDITIONS BEFORE BEGINNING WORK AND

FABRICATION. THE GOVERNMENT SHALL BE NOTIFIED IN

WRITING IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.

IN NO CASE SHALL DIMENSIONS BE SCALED OFF PLANS, SECTIONS,

OR DETAILS FROM THESE DRAWINGS.

FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,

REFER TO LARGER SCALE DRAWINGS.

DOOR LOCATIONS NOT DIMENSIONED ARE 6 INCHES FROM FACE

OF GYPSUM BOARD FINISH WALL TO DOOR JAMB FACE. VERIFY

THERE IS A PULL SIDE MINIMUM 18 INCHES CLEAR FROM DOOR

STRIKE TO INTERSECTING WALL FOR ADA COMPLIANCE. NOTIFY

GOVERNMENT FOR NON-COMPLIANCE BEFORE SETTING

DOOR FRAME AND WALL LOCATIONS.

CONTRACTOR SHALL COORDINATE AND PROVIDE ALL MILLWORK

TRIM AND INFILL PANELS AT ALL UNDERCOUNTER / CABINET

LOCATIONS.

REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL

FINISH INFORMATION. ALL FLOOR FINISHES TO BE CONTINUOUS

UNDER MILLWORK AND EQUIPMENT UNLESS NOTED OTHERWISE.

PROVIDE 18GA METAL PLATE OR FIRE TREATED WOOD BLOCKING

IN WALL FOR TOILET FIXTURES, ACCESSORIES, EQUIPMENT,

FLOOR AND WALL MOUNTED TOILET PARTITIONS, AND COUNTERTOP

MOUNTING SUPPORTS.

REFER TO SPECIFICATIONS FOR LOCATIONS OF GYPSUM BOARD

CONTROL JOINTS.

REFERENCE CIVIL DRAWINGS FOR EXTERIOR BOLLARD AND

SPLASH BLOCK DETAILS.

REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING

DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.

REFERENCE THE REFLECTED CEILING PLANS FOR CEILING HEIGHTS.

ALL DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CMU WALL,

FINISH FACE OF METAL STUD WALL, AND FACE OF PRECAST CONCRETE

WALL PANEL, UNLESS NOTED OTHERWISE.

THE FIRST FLOOR FINISHED FLOOR ELEVATION IS 100'-0" UNLESS

NOTED OTHERWISE.

PROVIDE GYPSUM BOARD HEADER ABOVE ALL CASED OPENINGS,

REFERENCE REFLECTED CEILING PLANS.

REFERENCE FINISH PLANS FOR LOCATIONS OF WALL

ACCESSORIES AND VISUAL DISPLAY EQUIPMENT.

PROVIDE BLOCKING AS REQUIRED

VERIFY ALL EXISTING OPENING DIMENSIONS IN WALL, BEFORE ORDERING

WINDOWS / DOORS / LOUVERS.

N

P

Q

R

13 14 15 16 17

L

18 19 20 22 2321

J

F

D

B

A

A-201

D1

A-202

B1

A-202

A1

A-201

B3

D1 A-301

D1 A-301

A4 A-301

A4 A-301

HANGAR BAY

AMU READY ROOM

MEN'S TOILET/

SHOWER

CORRIDOR

COLLATERAL

STORAGE

SPECIAL ACCESS

STORAGE (SAPF)

BATTERY STORAGE

TOOL/ PARTS

STORAGE

TOOL ROOM

TOOL ISSUE

STAIR

ST02

VRC LIFT

EV02

2"

2"

2" 8'

- 0

5'

- 5

8'

- 7

8" 6'

- 1 0"

6'

- 3

3'

- 0

5' - 6" 7' - 4" 7' - 7" 20' - 2" 4' - 0" 6' - 0"

3'

- 4

9"

6'

- 4

4'

- 6

3'

- 4

1'

- 6

"7'

- 4

5"

11' - 6"

8'

- 0

9"

8' - 9"

9'

- 8

0"

8'

- 3

MATCHLINE C

MATCHLINE D

MA

TC

HL

IN

E A

MA

TC

HL

IN

E D

B1 A-411

C.1

C1 A-413

B1 A-431

168A

169A

161A

161B

163A

162A

171A

165A

WOMEN'S TOILET

SHOWER

162B

6'

- 2

6"

167A 167B

166A

ST02B

ST02A

166D

166B

CW5

CW5

7'

- 5

4"

8'

- 4

9'

- 2

167C

160A

165B

167D

A-435

D3

A-435

D2

S2BA S2BC

S3BA

S2BC

S3BA

S2BA

S2BA

S2BC

S2BC

S2AB

WASH FOUNTAIN,

RE: MECHANICAL

RIGID RAIL FALL

PROTECTION SYSTEM

LOCATIONS ABOVE,

RE: STRUCTURAL

CW5

161C

REF. TO

A1 A-113

R

EF

. T O

B1 A-

BATTERY CHARGING

S2BC

S2BC

13' - 8" 6' - 7 1/4"

164A

NEW METAL CAGED LADDER.

COORD. WITH ROOF HATCH.

CAGE SHALL START 8'-0" AFF

TO MISS DOOR SWING.

INFILL CMU TO MATCH WALL

THICKNESS AND FINISH AT

EXISTING OPENING (APPROX.

4'-0" X 7'-4"), TOOTH INTO

EXISTING MASONRY

NEW GYPSUM BOARD OVER

METAL STUD FURRING OVER NEW

CMU INFILL, MATCH EXISTING

WALL THICKNESS AND FINISH

INFILL WALL AT

DEMOLISHED DOOR

INFILL WALL AT

DEMOLISHED

WINDOW

INFILL WALL AT

DEMOLISHED DOOR

N

92654

S c a le

F o r M ic ro fi lm in g

In c h e s

M il li m e te rs date detailed checkeddesigned project contract rev.drawing fileC O

PY

R

IG

B

U R

N S

AN

D

M cD

O N

N

EL

L

EN

G

IN

EE

R

IN

G

C O

M

PA

N Y, IN

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A

B C

D

KEYPLAN

EA-114

FLOOR PLAN - AREA D

08/19/16

L. COLE T. KIM

B.AMESSCALE: 1/8" = 1'-0"B1 FIRST FLOOR PLAN - AREA D N

0 4' 8' 16'

A 11/4/16 B1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

D 4/14/17 B.3 FINAL SUBMITTAL

E 7/21/17 AMENDMENT 002

N

L

K

H

E

C

2 3 4 5 6

A1 A-301

D1 A-432

8'

- 0

2'

- 6

3'

- 9

0"

4"

7' - 10" 10' - 11" 16' - 7" 4' - 8"

210A

STAIR

ST01

ELEV LOBBY

ELEV

EV01

MOC SHOWER/

LOCKER

MOC TOILET

ENTRY

MOC OFFICE

MOC STORAGE

MOC CONTROL

MOC OBSERVATION

AREA

LANDING

G

E1 A-412

D1 A-302

CW4

CW1

CW2

E209A

E206A

E207A

ZZ-OPENING

E203A

ZZ-OPENING

EST01

E202A CW7

CW7

CW4

CW4CW4

CW4

EXISTING WINDOW

TO REMAIN

CW7

S2BC

E

N

L

18 19 20 22 2321

J

F

D

B

A

4.1a

I1.1

A-201

B3

A4 A-301

D1 A-411

C.1

D1 A-413

NEW WIRE MESH PARTITON WITH 2" DIA.

X 1/8" MIN. (OR 2" SQUARE X 1/8" MIN.)

POSTS W/ CONTINUOUS TOP, MIDDLE

AND BOTTOM RAILS AND A 3'-0"X6'-8"

DOUBLE WIRE MESH GATE, REFER TO

MANUF. STANDARD DETAILS FOR TOP

AND BASE CONNECTIONS

0"

8'

- 0

5'

- 5

8'

- 7

8"

6'

- 1

0" 6'

- 3

3'

- 0

5' - 6" 7' - 4" 7' - 7" 20' - 2" 4' - 0" 6' - 0"

TOOL/ PARTS

STORAGE

COMMS

VRC LIFT

EV02

STAIR

ST02

10' - 0"

NEW 7" EXPANSION JOINT

WITH MTL. COVER.

CW3

CW3

211A

201A

ST02C

A-435

D3

B5 A-435

INFILL WALL AT

DEMOLISHED WINDOW

S2AA

S2AA

E

E

GENERAL FLOOR PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,

AND ABBREVIATIONS REFER TO SHEET AG001.

REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL

LOCATIONS. ALL FIRE RATED WALLS AND SMOKE PARTITIONS

ARE CONTINUOUS ACROSS ALL DOOR OPENINGS.

FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION

REFER TO PARTITION TYPES SHEET.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS

AND SITE CONDITIONS BEFORE BEGINNING WORK AND

FABRICATION. THE GOVERNMENT SHALL BE NOTIFIED IN

WRITING IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.

IN NO CASE SHALL DIMENSIONS BE SCALED OFF PLANS, SECTIONS,

OR DETAILS FROM THESE DRAWINGS.

FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,

REFER TO LARGER SCALE DRAWINGS.

DOOR LOCATIONS NOT DIMENSIONED ARE 6 INCHES FROM FACE

OF GYPSUM BOARD FINISH WALL TO DOOR JAMB FACE. VERIFY

THERE IS A PULL SIDE MINIMUM 18 INCHES CLEAR FROM DOOR

STRIKE TO INTERSECTING WALL FOR ADA COMPLIANCE. NOTIFY

GOVERNMENT FOR NON-COMPLIANCE BEFORE SETTING

DOOR FRAME AND WALL LOCATIONS.

CONTRACTOR SHALL COORDINATE AND PROVIDE ALL MILLWORK

TRIM AND INFILL PANELS AT ALL UNDERCOUNTER / CABINET

LOCATIONS.

REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL

FINISH INFORMATION. ALL FLOOR FINISHES TO BE CONTINUOUS

UNDER MILLWORK AND EQUIPMENT UNLESS NOTED OTHERWISE.

PROVIDE 18GA METAL PLATE OR FIRE TREATED WOOD BLOCKING

IN WALL FOR TOILET FIXTURES, ACCESSORIES, EQUIPMENT,

FLOOR AND WALL MOUNTED TOILET PARTITIONS, AND COUNTERTOP

MOUNTING SUPPORTS.

REFER TO SPECIFICATIONS FOR LOCATIONS OF GYPSUM BOARD

CONTROL JOINTS.

REFERENCE CIVIL DRAWINGS FOR EXTERIOR BOLLARD AND

SPLASH BLOCK DETAILS.

REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING

DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.

REFERENCE THE REFLECTED CEILING PLANS FOR CEILING HEIGHTS.

ALL DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CMU WALL,

FINISH FACE OF METAL STUD WALL, AND FACE OF PRECAST CONCRETE

WALL PANEL, UNLESS NOTED OTHERWISE.

THE FIRST FLOOR FINISHED FLOOR ELEVATION IS 100'-0" UNLESS

NOTED OTHERWISE.

PROVIDE GYPSUM BOARD HEADER ABOVE ALL CASED OPENINGS,

REFERENCE REFLECTED CEILING PLANS.

REFERENCE FINISH PLANS FOR LOCATIONS OF WALL

ACCESSORIES AND VISUAL DISPLAY EQUIPMENT.

PROVIDE BLOCKING AS REQUIRED

VERIFY ALL EXISTING OPENING DIMENSIONS IN WALL, BEFORE ORDERING

WINDOWS / DOORS / LOUVERS.

92654

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AN

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O N

N

EL

L

EN

G

IN

EE

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IN

G

C O

M

PA

N Y, IN

C

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DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

EA-115

SECOND FLOOR AREA PLANS

09/22/16

L. COLE T. KIM

B.AMES

SCALE: 3/16" = 1'-0"A1 ENLARGED SECOND FLOOR PLAN

SCALE: 3/16" = 1'-0"A3 ENLARGED SECOND FLOOR PLANN

0 4' 8' 16'

N 0 4' 8' 16'

A 11/4/16 B1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

GENERAL REFLECTED CEILING PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,

AND ABBREVIATIONS REFER TO SHEET AG001.

ARCHITECTURAL CEILING PLANS INDICATE DIMENSIONING AND

PLACEMENT OF VARIOUS CEILING MOUNTED DEVICES. REFER TO MEP

DRAWINGS AND SPECIFICATIONS FOR ALL OTHER INFORMATION FOR

MEP SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE SUPPRESSION,

FIRE ALARM DEVICES, SECURITY DEVICES, EXIT DEVICES, DIFFUSERS,

LIGHTING, LIGHTING CONTROL DEVICES, AND ACCESS PANELS.

CEILING HEIGHTS ARE SHOWN TO HEIGHT ABOVE FINISH FLOOR. ALL

CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS OTHERWISE NOTED.

ALL CEILING GRIDS TO BE CENTERED IN ROOMS UNLESS

NOTED OTHERWISE.

ALL LIGHTS, SPEAKERS, SPRINKLERS, SIGNAGE, STROBES AND

OTHER HARDWARE INSTALLED IN TILED CEILING SYSTEMS TO BE

CENTERED IN TILES IN BOTH DIRECTIONS UNLESS NOTED

OTHERWISE.

ALIGN ALL CEILING MOUNTED DEVICES.

REFERENCE ROOM FINISH SCHEDULE FOR ADDITIONAL

CEILING FINISH INFORMATION.

CEILING MOUNTED EXIT SIGNS TO BE CENTERED WITHIN DOOR

FRAME OR OPENING. MOUNT 4" OFF FACE OF WALL.

ALL SPRINKLERS, JUNCTION BOXES & SMOKE DETECTORS TO ALIGN

WITH ADJACENT LIGHT FIXTURES, UNLESS NOTED OTHERWISE.

COORDINATE LOCATIONS OF CEILING ACCESS PANELS WITH THE

FINAL LOCATIONS OF MECHANICAL EQUIPMENT AS REQUIRED TO

SERVICE EQUIPMENT AND TO PROVIDE ACCESS TO ALL ABOVE

CEILING EQUIPMENT.

AT CONTINUOUS RUNS OF GYPSUM BOARD ASSEMBLIES, PROVIDE

CONTROL JOINTS AT A MAXIMUM OF (1) PER 50 FEET, NOT TO EXCEED

INDIVIDUAL AREAS OF 2,500 SQUARE FEET.

MOISTURE RESISTANT GYPSUM BOARD SHALL BE USED IN

SOFFITS AND CEILINGS OF RESTROOMS, LOCKER ROOMS,

SHOWERS AND OTHER WET AREAS.

N N

P

Q

R

8 9 10 11 12 13 14 15 16 17

S

T

U

L L

K

H

E

C

2 3 4 5 6 18 19 20 22 2321

J

F

D

B

A

C.1

VESTIBULE

HANGAR BAY

MOF

TESTING

CORRIDOR

DEBRIEF/ FSE

HEF

AAS ADMIN

AAS CC

MOF SUPER.

CORRIDOR

QA

MXG CONFERENCE

ROOM

WOMEN'S TOILET

WOMEN'S SHOWER/

LOCKER

MEN'S TOILET

MEN'S SHOWER/

LOCKER

TOILET VESTIBULE

MECHANICAL

ELECTRICAL

COMMS

EGRESS

MAINTENANCE

EGRESS OFFICE

AVIONICS

APG SUPER.

AVIONICS SUPER.

APG OFFICE

AVIONICS OFFICE

CORRIDOR

ALIS WORK ROOM

AMU READY ROOM

MEN'S TOILET/

SHOWER

CORRIDOR

COLLATERAL

STORAGE

SPECIAL ACCESS

STORAGE (SAPF)

BATTERY STORAGE

TOOL/ PARTS

STORAGE

TOOL ROOM

166TOOL ISSUE

STAIR

ST02

VRC LIFT

EV02

C O R R

ID

O R

ELEV. VEST.

CORRIDOR

STAIR

ST01

APG

EGRESS STORAGE

AAS NCOIC

QA CLASSROOM

COMM

MXG CD

MXG CC

MXG CHIEF

ADMIN SUPER

MXG XO

AMXS/ CC

AMXS/ CHIEF

BREAK AREA

MOF CC

DSG OFF

DSG OFF

QA CHIEF

MEETING ROOM

PRINTER/ SHREDDER

ROOM

STORAGE

1ST SHIRTS (2)

ADMIN

JAN

MX TRAINING

ELEV

EV01

WOMEN'S TOILET

SHOWER

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 6" 16' - 6" 16' - 0" 16' - 0" 16' - 0" 16' - 0"

8'

2'

3'

6' - 8" 7' - 10" 10' - 11" 16' - 7" 4' - 8" 5' - 6" 7' - 4" 7' - 7" 20' - 2" 4' - 0" 6' - 0"

8'

5'

8'

3'

G

9' - 0" A.F.F.

8' - 6" A.F.F. 7' - 4 1/2" A.F.F.

7' - 4 1/2" A.F.F.

MATCHLINE C

MATCHLINE D

M A T C H

LI

N E B

M A T C H

LI

N E C

M A T C H

LI

N E A

M A T C H

LI

N E D

MATCHLINE B

MATCHLINE A

REF. TO

B1 A-152

REF. TO

A1 A-153

R E

F T

O

A

A -1

R E

F T

O

A

A -1

REF. TO

B1 A-155

REF. TO

A1 A-154

R E

F T

O

B

A -1

R E

F T

O

B

A -1

E

E

N

92654

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M il li m e te rs date detailed checkeddesigned project contract rev.drawing fileC O

P Y

R

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B

U R

N S

A N

D M c D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A

B C

D

KEYPLAN

EA-151

OVERALL REFLECTED CEILING PLAN

03/19/13

L. COLE T. KIM

B.AMES

SCALE: 3/32" = 1'-0"A1

FIRST FLOOR

N

0 8' 16' 24'

REFLECTED CEILING PLAN LEGEND:

SEE ENLARGED REFLECTED CEILING PLANS ON A-152 THRU A-156

A 11/4/16 B1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

R

8 9 10 11 12 13

S

T

U

VESTIBULE

HANGAR BAY

HEF

AAS ADMIN

AAS CC

CORRIDOR

QA

MXG CONFERENCE

ROOM

WOMEN'S TOILET

WOMEN'S SHOWER/

LOCKER

MEN'S TOILET

MEN'S SHOWER/

LOCKER

TOILET VESTIBULE

MECHANICAL

ELECTRICAL

COMMS

EGRESS OFFICE

CORRIDOR

CORRIDOR

AAS NCOIC

QA CLASSROOM

MXG CD

MXG CC

MXG CHIEF

ADMIN SUPER

MXG XO

AMXS/ CC

AMXS/ CHIEF

BREAK AREA

MOF CC

DSG OFF

DSG OFF

QA CHIEF

MEETING ROOM

PRINTER/ SHREDDER

ROOM

STORAGE

1ST SHIRTS (2)

ADMIN

JAN

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 6" 16' - 6"

C1

A-414

7' /2 A .F .F

7' - 4 1/2" A.F.F.

MATCHLINE B

MATCHLINE A

M A T C H

LI

N E B

M A T C H

LI

N E C

8' - 6" A.F.F.

108' - 6"

REF. TO

B1 A-152

R E

F T

O

A

A -1

E

GENERAL REFLECTED CEILING PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,

AND ABBREVIATIONS REFER TO SHEET AG001.

ARCHITECTURAL CEILING PLANS INDICATE DIMENSIONING AND

PLACEMENT OF VARIOUS CEILING MOUNTED DEVICES. REFER TO MEP

DRAWINGS AND SPECIFICATIONS FOR ALL OTHER INFORMATION FOR

MEP SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE SUPPRESSION,

FIRE ALARM DEVICES, SECURITY DEVICES, EXIT DEVICES, DIFFUSERS,

LIGHTING, LIGHTING CONTROL DEVICES, AND ACCESS PANELS.

CEILING HEIGHTS ARE SHOWN TO HEIGHT ABOVE FINISH FLOOR. ALL

CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS OTHERWISE NOTED.

ALL CEILING GRIDS TO BE CENTERED IN ROOMS UNLESS

NOTED OTHERWISE.

ALL LIGHTS, SPEAKERS, SPRINKLERS, SIGNAGE, STROBES AND

OTHER HARDWARE INSTALLED IN TILED CEILING SYSTEMS TO BE

CENTERED IN TILES IN BOTH DIRECTIONS UNLESS NOTED

OTHERWISE.

ALIGN ALL CEILING MOUNTED DEVICES.

REFERENCE ROOM FINISH SCHEDULE FOR ADDITIONAL

CEILING FINISH INFORMATION.

CEILING MOUNTED EXIT SIGNS TO BE CENTERED WITHIN DOOR

FRAME OR OPENING. MOUNT 4" OFF FACE OF WALL.

ALL SPRINKLERS, JUNCTION BOXES & SMOKE DETECTORS TO ALIGN

WITH ADJACENT LIGHT FIXTURES, UNLESS NOTED OTHERWISE.

COORDINATE LOCATIONS OF CEILING ACCESS PANELS WITH THE

FINAL LOCATIONS OF MECHANICAL EQUIPMENT AS REQUIRED TO

SERVICE EQUIPMENT AND TO PROVIDE ACCESS TO ALL ABOVE

CEILING EQUIPMENT.

AT CONTINUOUS RUNS OF GYPSUM BOARD ASSEMBLIES, PROVIDE

CONTROL JOINTS AT A MAXIMUM OF (1) PER 50 FEET, NOT TO EXCEED

INDIVIDUAL AREAS OF 2,500 SQUARE FEET.

MOISTURE RESISTANT GYPSUM BOARD SHALL BE USED IN

SOFFITS AND CEILINGS OF RESTROOMS, LOCKER ROOMS,

SHOWERS AND OTHER WET AREAS.

2' x 2' ACOUSTICAL CEILING TILE (ACT-1)

GYPSUM BOARD - PAINT

RECESSED LIGHT

10' - 0"

CEILING HEIGHT ABOVE FINISH FLOOR

HVAC AIR SUPPLY GRILLE

HVAC EXHAUST OR RETURN GRILLE

CABLE TRAY

EXIT SIGN

HVAC LINEAR AIR SUPPLY GRILLE

CEILING MOUNTED OVERHEAD PROJECTOR (OHP)

LIGHT FIXTURE - WALL MOUNTED

COVE LIGHT

EXPOSED CEILING

WALL MOUNTED EXTERIOR LIGHT FIXTURE

EXTERIOR FIXTURE

HIGH EXPANSION FOAM GENERATOR

1' x 4' LIGHT EMERGENCY FIXTURE - SUSPENDED

EXIT SIGN

SECURITY CAMERA

1' x 4' LIGHT FIXTURE - SUSPENDED

2' x 4' LIGHT EMERGENCY FIXTURE - RECESSED

2' x 4' LIGHT FIXTURE - RECESSED

2' x 2' LIGHT FIXTURE - RECESSED

4" STRIP LIGHT - RECESSED

SUSPENDED CAN LIGHT

CEILING MATERIAL LEGEND

CEILING RECESSED PROJECTION SCREEN

N

92654

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M il li m e te rs date detailed checkeddesigned project contract rev.drawing fileC O

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R

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B

U R

N S

A N

D M c D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A

B C

D

KEYPLAN

EA-153

REFLECTED CEILING PLAN - AREA B

10/06/16

L. COLE T. KIM

B.AMES

SCALE: 1/8" = 1'-0"A1

REFLECTED CEILING PLAN - AREA B N

0 4' 8' 16'

A 11/4/16 B1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

R

13 14 15 16 17

S

T

U

HANGAR BAY

COMMS

EGRESS

MAINTENANCE

EGRESS OFFICE

AVIONICS

APG SUPER.

AVIONICS SUPER.

APG OFFICE

157AVIONICS OFFICE

CORRIDOR

ALIS WORK ROOM

AMU READY ROOM

MEN'S TOILET/

SHOWER

APG

EGRESS STORAGE

WOMEN'S TOILET

SHOWER

16' - 0" 16' - 0" 16' - 0" 16' - 0"

MATCHLINE C

MATCHLINE D

M A T C H

LI

N E B

M A T C H

LI

N E C

R E

F T

O

A

A -1

REF. TO

B1 A-155

E

GENERAL REFLECTED CEILING PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,

AND ABBREVIATIONS REFER TO SHEET AG001.

ARCHITECTURAL CEILING PLANS INDICATE DIMENSIONING AND

PLACEMENT OF VARIOUS CEILING MOUNTED DEVICES. REFER TO MEP

DRAWINGS AND SPECIFICATIONS FOR ALL OTHER INFORMATION FOR

MEP SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE SUPPRESSION,

FIRE ALARM DEVICES, SECURITY DEVICES, EXIT DEVICES, DIFFUSERS,

LIGHTING, LIGHTING CONTROL DEVICES, AND ACCESS PANELS.

CEILING HEIGHTS ARE SHOWN TO HEIGHT ABOVE FINISH FLOOR. ALL

CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS OTHERWISE NOTED.

ALL CEILING GRIDS TO BE CENTERED IN ROOMS UNLESS

NOTED OTHERWISE.

ALL LIGHTS, SPEAKERS, SPRINKLERS, SIGNAGE, STROBES AND

OTHER HARDWARE INSTALLED IN TILED CEILING SYSTEMS TO BE

CENTERED IN TILES IN BOTH DIRECTIONS UNLESS NOTED

OTHERWISE.

ALIGN ALL CEILING MOUNTED DEVICES.

REFERENCE ROOM FINISH SCHEDULE FOR ADDITIONAL

CEILING FINISH INFORMATION.

CEILING MOUNTED EXIT SIGNS TO BE CENTERED WITHIN DOOR

FRAME OR OPENING. MOUNT 4" OFF FACE OF WALL.

ALL SPRINKLERS, JUNCTION BOXES & SMOKE DETECTORS TO ALIGN

WITH ADJACENT LIGHT FIXTURES, UNLESS NOTED OTHERWISE.

COORDINATE LOCATIONS OF CEILING ACCESS PANELS WITH THE

FINAL LOCATIONS OF MECHANICAL EQUIPMENT AS REQUIRED TO

SERVICE EQUIPMENT AND TO PROVIDE ACCESS TO ALL ABOVE

CEILING EQUIPMENT.

AT CONTINUOUS RUNS OF GYPSUM BOARD ASSEMBLIES, PROVIDE

CONTROL JOINTS AT A MAXIMUM OF (1) PER 50 FEET, NOT TO EXCEED

INDIVIDUAL AREAS OF 2,500 SQUARE FEET.

MOISTURE RESISTANT GYPSUM BOARD SHALL BE USED IN

SOFFITS AND CEILINGS OF RESTROOMS, LOCKER ROOMS,

SHOWERS AND OTHER WET AREAS.

2' x 2' ACOUSTICAL CEILING TILE (ACT-1)

GYPSUM BOARD - PAINT

RECESSED LIGHT

10' - 0"

CEILING HEIGHT ABOVE FINISH FLOOR

HVAC AIR SUPPLY GRILLE

HVAC EXHAUST OR RETURN GRILLE

CABLE TRAY

EXIT SIGN

HVAC LINEAR AIR SUPPLY GRILLE

CEILING MOUNTED OVERHEAD PROJECTOR (OHP)

LIGHT FIXTURE - WALL MOUNTED

COVE LIGHT

EXPOSED CEILING

WALL MOUNTED EXTERIOR LIGHT FIXTURE

EXTERIOR FIXTURE

HIGH EXPANSION FOAM GENERATOR

1' x 4' LIGHT EMERGENCY FIXTURE - SUSPENDED

EXIT SIGN

SECURITY CAMERA

1' x 4' LIGHT FIXTURE - SUSPENDED

2' x 4' LIGHT EMERGENCY FIXTURE - RECESSED

2' x 4' LIGHT FIXTURE - RECESSED

2' x 2' LIGHT FIXTURE - RECESSED

4" STRIP LIGHT - RECESSED

SUSPENDED CAN LIGHT

CEILING MATERIAL LEGEND

CEILING RECESSED PROJECTION SCREEN

N

92654

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U R

N S

A N

D M c D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A

B C

D

KEYPLAN

EA-154

REFLECTED CEILING PLAN - AREA C

10/06/16

L. COLE T. KIM

B.AMES

SCALE: 1/8" = 1'-0"A1

REFLECTED CEILING PLAN - AREA C N

0 4' 8' 16'

A 11/4/16 B1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

FIRST FLOOR

100' - 0"

TOP OF PARAPET

118' - 0"

N P Q R S T ULKHEC JFDBA

SECOND FLOOR

112' - 0"

ROOF STEEL

124' - 11 1/2"

EAVE - DOOR POCKET

133' - 9"

4.1a 3' - 0"2' - 2 1/2" 10' - 10 1/2" 6' - 5 3/4" 7' - 2 1/2" 4' - 8"3' - 1 1/2"9 3/4"2' - 11"2' - 6 1/4" 8' - 0" 19' - 2" 19' - 2" 19' - 2" 19' - 2" 19' - 2" 19' - 2"

NEW EPDM ROOF MEMBRANE OVER COVER

BOARD OVER 6" (R-30 MIN) RIGID INSULATION

OVER VAPOR BARRIER OVER STRUCTURAL

STEEL DECK

NEW PRE-FINISHED STANDING SEAM

METAL ROOF SYSTEM OVER WEATHER

BARRIER OVER 6" (R-30 MIN.) RIGID

INSULATION OVER AIR BARRIER OVER

STRUCTURAL STEEL DECKING

NEW PRE-FINISHED VERTICAL 2"

CORRUGATED INSULATED (MIN. R-

11) METAL WALL PANEL

NEW HORIZONTAL

INSULATED METAL PANEL

REFURBISHED EXISTING

SINGLE DOOR CANOPY

EXISTING ENTRANCE

CANOPY TO REMAIN

NEW STANDING

SEAM ROOF

NEW PRE-FINISHED VERTICAL

2" CORRUGATED INSULATED

(MIN. R-11) METAL WALL

PANEL

NEW PRE-FINISHED

METAL FASCIA

NEW PRE-FINISHED

VERTICAL 2" CORRUGATED

INSULATED (MIN. R-11)

METAL WALL PANEL

NEW SPLIT FACE CMU

VENEER

NEW GROUND FACE CMU

ACCENTNEW FIXED ALUMINUM

CURTAIN WALL WINDOW,

TYP

NEW BLAST-RESISTANT

DOOR, TYP.

NEW MEMBRANE ROOFING

OVER RIGID INSULATION

OVER 1-1/2" GYP. BD. OVER

METAL DECK

NEW METAL SILL

FLASHING. COLOR TO

MATCH METAL PANEL.

PJ PJ PJ

CJCJCJCJCJ

C.1 G

NEW PRE-FINISHED VERTICAL 2"

CORRUGATED INSULATED (MIN.

R-11) METAL WALL PANEL.

02 02 06 06

07 02 08

02 06 10 06 10

10 06 10

04 05 04

PJ

CW3

CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8

L01

L04

2' - 0"2' - 0"

107' - 4" T.O.M

L04 L08

MECH EQUIP.

RE: MECH DWGS

MECH

EQUIP.

E

FIRST FLOOR

100' - 0"

TOP OF PARAPET

118' - 0"

NPQRSTU L K H E CJ F D B A

SECOND FLOOR

112' - 0"

ROOF STEEL

124' - 11 1/2"

EAVE - DOOR POCKET

133' - 9"

4.1a 19' - 2" 19' - 2" 19' - 2" 19' - 2" 19' - 2" 19' - 2" 8' - 0"

2' - 6 1/4" 2' - 11"

9 3/4"

3' - 1 1/2"

4' - 8" 7' - 2 1/2" 6' - 5 3/4" 10' - 10 1/2"

2' - 2 1/2"

3' - 0"

NEW STANDING SEAM METAL

ROOF SYSTEM

NEW FIXED ALUMINUM

CURTAIN WALL WINDOW, TYP

NEW FIXED ALUMINUM

CURTAIN WALL WINDOW, TYP

NEW PRE-FINISHED VERTICAL 2"

CORRUGATED INSULATED (MIN.

R-11) METAL WALL PANEL

NEW PRE-FINISHED VERTICAL 2"

CORRUGATED INSULATED (MIN. R-

11) METAL WALL PANEL

NEW PRE-FINISHED VERTICAL 2"

CORRUGATED INSULATED (MIN.

R-11) METAL WALL PANEL

NEW EPDM ROOF

MEMBRANE OVER COVER

BOARD OVER 6" (R-30 MIN)

RIGID INSULATION OVER

VAPOR BARRIER OVER

STRUCTURAL STEEL DECK

NEW ENTRANCE CANOPY TO

MATCH EXISTING

NEW HORIZONTAL

INSULATED METAL PANEL

NEW SPLIT FACE

CMU VENEER

NEW GROUND FACE

CMU ACCENT

NEW EPDM ROOF

MEMBRANE OVER COVER

BOARD OVER 6" (R-30 MIN)

RIGID INSULATION OVER

VAPOR BARRIER OVER

STRUCTURAL STEEL DECK

NEW PRE-FINISHED VERTICAL 2"

CORRUGATED INSULATED (MIN. R-

11) METAL WALL PANEL

NEW PRE-FINISHED VERTICAL

2" CORRUGATED INSULATED

(MIN. R-11) METAL WALL PANEL

PJ PJ PJ PJ PJ PJ PJ

CJCJCJ CJ CJ CJ CJ

A1 A-414

NEW HORIZONTAL

INSULATED METAL PANEL

NEW PRE-FINISHED METAL

COPING AT ROOF EDGE.

NEW STANDING SEAM

METAL ROOF CANOPY

08 0802

04 05 04 10 1006

0908 02 02

10 1006

08 02

02 05 04 06

07 07

NEW PRE-FINISHED STANDING SEAM

METAL ROOF SYSTEM OVER

WEATHER BARRIER OVER 6" (R-30

MIN.) RIGID INSULATION OVER AIR

BARRIER OVER STRUCTURAL STEEL

DECKING

06 02 02 02

CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8

CW2

CW4

L06

CW8 CW8 CW8 CW8

1' - 1" 20' - 11" 28' - 0" 14' - 8" 16' - 4" 20' - 2" 20' - 0 1/2" 20' - 0 1/2" 20' - 0 1/2" 20' - 0 1/2"

BUILDING

EXPANSION JOINT

4"

080808 08

PJ PJPJ

PJ

MECH EQUIP.

RE: MECH DWGS

MECH EQUIP.

RE: MECH DWGS

DUCTWORK - RE: TO

DWG FOR DETAIL

AT WALL

A1 A-521

FIRST FLOOR

100' - 0"

NEW 2" HORIZONTAL

INSULATED METAL PANEL

NEW SPLIT FACE

CMU VENEER

NEW GROUND FACE

CMU ACCENT

PJ PJ PJ

CJ

D3

Sim A-414

08 02 02 02 02

040504CW8 CW8 CW8 CW8

PJ

2' - 0"

T.O.M 107' -4"

FIRST FLOOR

100' - 0"

TOP OF PARAPET

118' - 0"

KHEC

SECOND FLOOR

112' - 0"

ROOF STEEL

124' - 11 1/2"

17' - 4" 15' - 0" 3' - 8 3/4"

NEW PRE-FINISHED

VERTICAL 2"

CO…