100 Percent_ARCHITECTURAL.pdf

A A

B B

C C

D D

E E

F F

E.9 E.9

E.8 E.8

E.7 E.7

0’ − 11 23/32" +/− 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 0’ − 11 5/32"

401’ − 10 29/32"

1’

/3 2"

0’

/2

/2

1’

3’

/3

2"

20 17

12 12 12121212

A0.04

TYP.

A0.05

5’

1’

/3 2"

V .I.

F

V .I.

F

V .I.

F

V .I.

F

158 264

76 76

4’ − 0"

4’

A9.01

233 233

A0.04

A0.05

A0.05

A0.04

11 09

09 01

09 09 09

09 09

16 16 16 16 16

16 16

11 11

17 17 17

17 17 17

17 17 17

17 17

17 17

17 17 17 17

17 17

17 17 17 17

17 17 17 17 17

17 17 17 17 17 17 17

6’ − 3 1/2" 7’ − 8 1/2" 11’ − 7 1/2"

17 17 17 17 17 17 17

17 17 17 17

17 17 17

17 17

17 17 17 17 17 17 17

17 17

17 17 17

171717

171717

1717171717

171717

17 17 1717 17

17 17 17

17 17 17 17

17 17

A0.045

09 09

268 268

A0.05

A11.08

281281

281281 281281

E.10 E.10

A10.50

309 309

LOCATION OF NEW

ELEVATOR SHAFT

TEMPORARY PARTITION

55 TYP.

55TYP.

A9.03

DEMO LEGEND

ELEMENT TO BE DEMOLISHED

ELEMENT TO REMAIN

CONCRETE SLAB TO BE REMOVED

CONCRETE SLAB TO BE PATCHED,

FOR PATCHING OF SLAB, OTHER

THAN SLAB ON GRADE, SEE DETAILS

12&16 ON S5.53.

UNKNOWN CONSTRUCTION

DEMOLITION GENERAL NOTES

STRUCTURE

UNLESS OTHERWISE NOTED, EXISTING CAST−IN PLACE

CONCRETE STRUCTURE TO REMAIN. WHERE NOTED,

PORTIONS OF CONCRETE SLAB AND DECK ARE TO BE

REMOVED.

EXTERIOR WALLS

UNLESS OTHERWISE NOTED EXISTING EXTERIOR WALLS

ARE TO REMAIN.

INTERIOR WALLS

UNLESS OTHERWISE NOTED ALL INTERIOR PARTITION

WALL ARE TO BE REMOVED.

DOORS

UNLESS OTHERWISE NOTED ALL INTERIOR AND

EXTERIOR DOORS AND FRAMES ARE TO BE REMOVED.

EXISTING SECOND FLOOR SLAB

ANY EXISTING PENETRATIONS IN THE SECOND FLOOR

CONCRETE SLAB MUST BE INFILLED AND SEALED TO

MAINTAIN AIR TIGHT FLOOR PLENUM. SEE STRUCTURAL

SHEETS FOR TYPICAL INFILL DETAILS.

CAT WALK

EXISTING CAT WALK ABOVE CEILING OF FIRST FLOOR IS

TO BE REMOVED.

STAIRS

ALL EXISTING STARS ARE TO BE REMOVED. OPENINGS IN

FLOOR SLAB ARE TO BE PATCHED, SEE STRUCTURAL

FOR DETAILS.

STAIR TOWERS AND VESTIBULE

EXISTING STAIR TOWERS AND VESTIBULE ON THE NORTH

SIDE OF THE BUILDING ARE TO BE REMOVED.

MEZZANINE

EXISTING MEZZANINE TO BE REMOVED. ALL WALLS,

FLOORS, AND BEAMS SUPPORTING THE MEZZANINE

FLOOR ARE TO BE REMOVED. ALL EXISTING COLUMNS

ARE TO REMAIN. PROTECT EXISTING COLUMNS DURING

CONSTRUCTION.

EXISTING CONSTRUCTION

EXISTING CONSTRUCTION HAS BEEN SHOWN BASED ON

EXISTING DRAWINGS AND OBSERVATIONS, BUT SOME

EXISTING OR UNFORESEEN CONDITIONS MAY EXIST THAT

ARE NOT SHOWN. CONTRACTOR IS TO VERIFY EXISTING

CONSTRUCTION AND INCLUDE REASONABLY ASSUMED

ELEMENTS IN DEMOLITION WORK.

CONTRACTOR TO VERIFY WALL CONSTRUCTION THAT IS

TO BE DEMOLISHED.

EXISTING CONCRETE SLAB ON GRADE

CONTRACTOR TO REMOVE LARGE SECTION OF EXISTING

CONCRETE SLAB AT NORTH EAST PORTION OF BUILDING.

COORDINATE WITH OWNER FOR BROWN FIELD

REMEDIATION BY OWNER PRIOR TO NEW SLAB BEING

INSTALLED.

EXISTING DRAWINGS

EXISTING DRAWING OF THE ORIGINAL CONSTRUCTION,

AS WELL AS DRAWINGS OF THE 1986 REMODEL ARE

AVAILABLE FOR REVIEW FROM THE CONTRACTING

OFFICER UPON REQUEST.

TOBIN & ASSOCIATES

ARCHITECTURE / PLANNING

CONSULTANTS:

DATEISSUE

PLOTTED ON:

PROJECT #:

1820 DILLON AVENUE, SUITE 200A

CHEYENNE, WYOMING 82003

PHONE: 307-632-3144

FAX: 307-632-6645

OWNERSHIP OF DOCUMENTS:

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C.

Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2011

CONTACT PERSON(S):

CONTRACTING OFFICER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

ENVIRONMENTAL CONSULTANT

CONTACT PERSON:

CONTRACTING OFFICER REPRESENTATIVE:

CAPTAIN MICHAEL PACHEL

P (307)772−6427

FIRE PROTECTION ENGINEER

HUGHES ASSOCIATES, INC.

2 GARDEN CENTER, SUITE 204

BROOMFIELD, CO 80020−7009

P (303) 439−0485 F (303) 439−7160

CONTACT PERSON

DAVID TOMECEK

7/20/2011 9:10:25 PM

CHEYENNE, WYOMING

A0.01

1ST FLOOR DEMO PLAN

BUILDING 16

04−30−02

WYOMING AIR NATIONAL GUARD

WESTERN RESEARCH AND DEVELOPEMENT, LTD.

5908 YELLOWSTONE RD., SUITE B

CHEYENNE, WYOMING 82009

P 307.632.5656 F 307.348.9445

GARY GRIGSBY, P.E.

STRUCTURAL SOLUTIONS MARTIN/MARTIN

4020 LARAMIE ST.

CHEYENNE, WYOMING 82001

P 307.637.8422 F 307.637.4022

DEREK SWANSON, P.E., S.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST. SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

GABE HERRERA, P.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST., SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

RICK SHIELDS, ROCHELLE MELLOTTT,

P.E.

LIME GREEN DESIGN

900 E. LOUISIANA AVE., SUITE 209

DENVER, COLORADO 80210

P 303.733.7558 F 303.733.0959

LISA LANGER, ANNE DESJARDINS

CAPT. JASON SALSGIVER

P (307) 772−5131

REPAIR HQ / TRAINING / HANGAR COMPLEX

DPEZ972047

KEN TOBIN, AIA

MATT TREDENNICK, ASSOCIATE AIA

100% Bid Docuements July 22, 2011

CENTURY ENVIRONMENTAL HYGENE, LCC

1720 MULBERRY ST., SUITE 200

FORT COLLINS, COLORADO 80521

P 970.266.8000

JIM DENNISON

KEYNOTE LEGEND

01 EXISTING CAST IN PLACE CONCRETE WALL TO REMAIN,

REPLACE EXISTING SEALANT JOINTS AND RE−PAINT.

02 OPENING FOR NEW WINDOW IN EXISTING CAST IN PLACE

WALL

04 EXISTING CONCRETE RACEWAY BELOW EXISTING SLAB

TO BE REMOVED AT LOCATIONS WHERE SLAB IS TO BE

REMOVED.

08 WALL OF HONOR, TO BE REMOVED AND STORED BY

CONTRACTING OFFICER, NEW FRAMING AND ALUMINUM

AND WOOD TRIM BY CONTRACTOR, PANELS TO BE

REINSTALLED BY CONTRACTING OFFICER SEE DETAILS

16/A9.01 AND 17/A9.01 AND ELEVATION 2/A11.06.

09 EXISTING MASONRY INFILL WALL TO REMAIN, PATCH AS

REQUIRED

11 EXISTING CMU WALL CONSTRUCTION TO BE

DEMOLISHED.

12 EXISTING FIRE SPRINKLER SYSTEM TO BE CUT @ FLOOR

LEVEL FILLED WITH SLURRY AND CAPPED, SEE

MECHANICAL FOR ADDITIONAL INSTRUCTIONS

16 EXISTING CAST IN PLACE CONCRETE COLUMN AND BEAM

STRUCTURE TO BE DEMOLISHED. CONTRACTOR TO

TAKE CARE WHEN DEMOLISHING COLUMNS ADJACENT

CAST IN PLACE CONCRETE COLUMNS TO REMAIN.

17 EXISTING CAST IN PLACE COLUMNS TO REMAIN

18 MEGA DOOR, TO REMAIN. MEGA DOOR IS NOT TO BE

OPERATED OR REGULARLY USED BY THE CONTRACTOR.

IF CIRCUMSTANCES REQUIRE ITS USE THE

CONTRACTING OFFICER IS TO BE CONTACTED TO

ARRANGE FOR WYANG PERSONNEL TO OPERATE THE

DOOR. MEGA DOOR IS TO BE PROTECTED DURING

CONSTRUCTION, DOOR WILL BE INSPECTED UPON

COMPLETION OF CONSTRUCTION AND THE

CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE

INCURRED AS A RESULT OF CONSTRUCTION ACTIVITIES.

19 EXISTING PRE−CAST DOUBLE T WALL TO REMAIN,

REPAIR, CLEAN, AND REPLACE JOINTS PER

SPECIFICATION SECTION 024800−PRECAST CONCRETE

MAINTENANCE; AND PAINT

20 EXTERIOR WALL AND ALL WINDOW AND DOOR

ASSEMBLIES FROM COLUMN LINE C TO A INCLUDING

WALL ON LINE A TO BE DEMOLISHED.

22 EXISTING CONCRETE BASE, DEMO AS REQUIRED FOR

NEW OPENINGS, CUT TO 4" ON EITHER SIDE OF NEW

OPENINGS.

24 EXISTING PRE−CAST DOUBLE TEE TO BE REMOVED.

26 EXISTING FLOOR DRAIN TO BE ABANDONED, TYP.

28 EXISTING WASTE OIL STATION, TO BE REMOVED AND

REINSTALLED BY WYANG PERSONNEL, COORDINATE

REINSTALLATION AND REQUIRED PENETRATIONS WITH

CONTRACTING OFFICER.

29 EXISTING TUNNEL BELOW, TO REMAIN.

55 EXISTING GYP. ON STEEL STUD WALL TO BE REMOVED

76 EXISTING STEEL STAIR TO BE REMOVED

77 NEW FLOOR DRAIN, SEE MECHANICAL

81 EXISTING MASONRY INFILL WALL TO BE REMOVED FOR

INSTALLATION OF NEW COILING DOOR.

134 DEMOLISH PORTION OF EXISTING MASONRY WALL FOR

NEW DOOR OPENING. SALVAGE BRICK FOR USE IN INFILL

AT OTHER LOCATIONS.

139 EXISTING HYDRAULIC LIFT AND PIT TO BE DEMOLISHED.

158 EXISTING DOOR AND FRAME TO BE REPLACED.

160 EXISTING LADDER TO REMAIN, PAINT

161 EXISTING CONCRETE STAIR TO BE REMOVED

191 EXISTING STEEL SLIDING DOORS AND OVERHEAD TRACK

TO BE REMOVED.

192 EXISTING ALUMINUM STOREFRONT WIND BLOCK TO BE

REMOVED.

193 EXISTING ALUMINUM STOREFRONT WIND BLOCK TO BE

REMOVED, STORED AND REINSTALLED ON NEW

CONCRETE PAD.

211 EXISTING HANGAR DOOR RAIL TO BE REMOVED,

CONCRETE TO BE PATCHED AS REQUIRED.

224 EXISTING HANGAR WALL CONSTRUCTION TO REMAIN

233 REMOVE DOOR AND FRAME, INFILL OPENING TO MATCH

SURROUNDING WALL

260 INFILL EXISTING WALL OPENING, RE: DETAIL 16/A9.01

264 EXISTING OVERHEAD DOOR AND TRACK TO BE

REMOVED.

265 EXISTING OVERHEAD COILING DOOR TO BE REMOVED.

267 EXISTING WOOD WINDOW ASSEMBLY AND METAL

SECURITY GRILLE TO BE REMOVED.

268 EXISTING ALUMINUM STOREFRONT TO BE DEMOLISHED.

280 EXISTING BOLLARDS TO BE REMOVED.

281 EXISTING CONCRETE STOOP, SLAB, OR APRON TO BE

REMOVED

282 EXISTING TRENCH TO REMAIN.

283 EXISTING STEPS AND STEEL TUBE TO BE REMOVED.

284 EXISTING STAIR TOWER TO BE REMOVED, INCLUDING

EXTERIOR STUD WALLS, BRICK VENEER, CONCRETE

FOUNDATION WALLS AND FOOTINGS.

285 EXISTING CONCRETE SLAB, WALLS, FOUNDATION WALLS

AND FOOTINGS TO BE REMOVED AT EXISTING

VESTIBULE.

286 EXISTING BUCKING HORSE LOGO TO REMAIN, PROTECT

DURING CONSTRUCTION.

309 EXISTING PLUMBING FIXTURES, TOILET PARTITIONS,

TOILET ROOM ACCESSORIES, ETC. TO BE REMOVED.

310 EXISTING LOCKERS TO BE REMOVED.

1/16" = 1’−0"A0.01

1 (DEMO) 1ST FLOOR DEMO PLAN

N

PLAN NORTH

N

TRUE NORTH

A B

CD

KEY PLAN

0’ 4’ 8’ 16’ 32’

A A

B B

C C

D D

E E

F F

E.9 E.9

E.8 E.8

E.7 E.7

CUT

FLOOR SLAB AND

INTERMEDIATE BEAM

A0.05

17 09

A0.04

SimTYP.

A0.04

Sim

A0.04

Sim

TYP.

TYP.

A0.04

Sim

A0.04

A0.05

A0.05

A0.04

05050505050505050505

A0.05

17 17 17 17 17 17 17 17 17 17 17 17 17 17 17

17 17 17

1717171717

1717171717171717171717

17 17 17

17 17 17 17 17 17 17 17 17 17

17 17 17 17 17

17171717 171717171717

1717171717 171717

17 17 17 17 17 17 17 17 17 17

17 17 17 17 17 17 17 17 17 17

11 11

286 309

310 310

309 309

314314

4 5 6

A A

B B

C C

D D

A0.05

A0.04

17 17

17 17 17 17

17 17

17171717

171717171717

17 17 17 17

DEMO LEGEND

ELEMENT TO BE DEMOLISHED

ELEMENT TO REMAIN

CONCRETE SLAB TO BE REMOVED

CONCRETE SLAB TO BE PATCHED,

FOR PATCHING OF SLAB, OTHER

THAN SLAB ON GRADE, SEE DETAILS

12&16 ON S5.53.

UNKNOWN CONSTRUCTION

DEMOLITION GENERAL NOTES

STRUCTURE

UNLESS OTHERWISE NOTED, EXISTING CAST−IN PLACE

CONCRETE STRUCTURE TO REMAIN. WHERE NOTED,

PORTIONS OF CONCRETE SLAB AND DECK ARE TO BE

REMOVED.

EXTERIOR WALLS

UNLESS OTHERWISE NOTED EXISTING EXTERIOR WALLS

ARE TO REMAIN.

INTERIOR WALLS

UNLESS OTHERWISE NOTED ALL INTERIOR PARTITION

WALL ARE TO BE REMOVED.

DOORS

UNLESS OTHERWISE NOTED ALL INTERIOR AND

EXTERIOR DOORS AND FRAMES ARE TO BE REMOVED.

EXISTING SECOND FLOOR SLAB

ANY EXISTING PENETRATIONS IN THE SECOND FLOOR

CONCRETE SLAB MUST BE INFILLED AND SEALED TO

MAINTAIN AIR TIGHT FLOOR PLENUM. SEE STRUCTURAL

SHEETS FOR TYPICAL INFILL DETAILS.

CAT WALK

EXISTING CAT WALK ABOVE CEILING OF FIRST FLOOR IS

TO BE REMOVED.

STAIRS

ALL EXISTING STARS ARE TO BE REMOVED. OPENINGS IN

FLOOR SLAB ARE TO BE PATCHED, SEE STRUCTURAL

FOR DETAILS.

STAIR TOWERS AND VESTIBULE

EXISTING STAIR TOWERS AND VESTIBULE ON THE NORTH

SIDE OF THE BUILDING ARE TO BE REMOVED.

MEZZANINE

EXISTING MEZZANINE TO BE REMOVED. ALL WALLS,

FLOORS, AND BEAMS SUPPORTING THE MEZZANINE

FLOOR ARE TO BE REMOVED. ALL EXISTING COLUMNS

ARE TO REMAIN. PROTECT EXISTING COLUMNS DURING

CONSTRUCTION.

EXISTING CONSTRUCTION

EXISTING CONSTRUCTION HAS BEEN SHOWN BASED ON

EXISTING DRAWINGS AND OBSERVATIONS, BUT SOME

EXISTING OR UNFORESEEN CONDITIONS MAY EXIST THAT

ARE NOT SHOWN. CONTRACTOR IS TO VERIFY EXISTING

CONSTRUCTION AND INCLUDE REASONABLY ASSUMED

ELEMENTS IN DEMOLITION WORK.

CONTRACTOR TO VERIFY WALL CONSTRUCTION THAT IS

TO BE DEMOLISHED.

EXISTING CONCRETE SLAB ON GRADE

CONTRACTOR TO REMOVE LARGE SECTION OF EXISTING

CONCRETE SLAB AT NORTH EAST PORTION OF BUILDING.

COORDINATE WITH OWNER FOR BROWN FIELD

REMEDIATION BY OWNER PRIOR TO NEW SLAB BEING

INSTALLED.

EXISTING DRAWINGS

EXISTING DRAWING OF THE ORIGINAL CONSTRUCTION,

AS WELL AS DRAWINGS OF THE 1986 REMODEL ARE

AVAILABLE FOR REVIEW FROM THE CONTRACTING

OFFICER UPON REQUEST.

C C

D D

PENTHOUSE

9’ − 0" 20’ − 0" 20’ − 0"

49’ − 0"

158233

11 11

TOBIN & ASSOCIATES

ARCHITECTURE / PLANNING

CONSULTANTS:

DATEISSUE

PLOTTED ON:

PROJECT #:

1820 DILLON AVENUE, SUITE 200A

CHEYENNE, WYOMING 82003

PHONE: 307-632-3144

FAX: 307-632-6645

OWNERSHIP OF DOCUMENTS:

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C.

Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2011

CONTACT PERSON(S):

CONTRACTING OFFICER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

ENVIRONMENTAL CONSULTANT

CONTACT PERSON:

CONTRACTING OFFICER REPRESENTATIVE:

CAPTAIN MICHAEL PACHEL

P (307)772−6427

FIRE PROTECTION ENGINEER

HUGHES ASSOCIATES, INC.

2 GARDEN CENTER, SUITE 204

BROOMFIELD, CO 80020−7009

P (303) 439−0485 F (303) 439−7160

CONTACT PERSON

DAVID TOMECEK

7/20/2011 9:10:34 PM

CHEYENNE, WYOMING

A0.02

2ND FLOOR, MEZZANINE, AND

PENTHOUSE DEMOLITION PLANS

BUILDING 16

04−30−02

WYOMING AIR NATIONAL GUARD

WESTERN RESEARCH AND DEVELOPEMENT, LTD.

5908 YELLOWSTONE RD., SUITE B

CHEYENNE, WYOMING 82009

P 307.632.5656 F 307.348.9445

GARY GRIGSBY, P.E.

STRUCTURAL SOLUTIONS MARTIN/MARTIN

4020 LARAMIE ST.

CHEYENNE, WYOMING 82001

P 307.637.8422 F 307.637.4022

DEREK SWANSON, P.E., S.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST. SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

GABE HERRERA, P.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST., SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

RICK SHIELDS, ROCHELLE MELLOTTT,

P.E.

LIME GREEN DESIGN

900 E. LOUISIANA AVE., SUITE 209

DENVER, COLORADO 80210

P 303.733.7558 F 303.733.0959

LISA LANGER, ANNE DESJARDINS

CAPT. JASON SALSGIVER

P (307) 772−5131

REPAIR HQ / TRAINING / HANGAR COMPLEX

DPEZ972047

KEN TOBIN, AIA

MATT TREDENNICK, ASSOCIATE AIA

100% Bid Docuements July 22, 2011

CENTURY ENVIRONMENTAL HYGENE, LCC

1720 MULBERRY ST., SUITE 200

FORT COLLINS, COLORADO 80521

P 970.266.8000

JIM DENNISON

KEYNOTE LEGEND

01 EXISTING CAST IN PLACE CONCRETE WALL TO REMAIN,

REPLACE EXISTING SEALANT JOINTS AND RE−PAINT.

02 OPENING FOR NEW WINDOW IN EXISTING CAST IN PLACE

WALL

05 EXISTING WINDOW SYSTEM TO BE REMOVED, 6"STEEL

CHANNEL SUPPORTS TO REMAIN.

09 EXISTING MASONRY INFILL WALL TO REMAIN, PATCH AS

REQUIRED

11 EXISTING CMU WALL CONSTRUCTION TO BE

DEMOLISHED.

17 EXISTING CAST IN PLACE COLUMNS TO REMAIN

18 MEGA DOOR, TO REMAIN. MEGA DOOR IS NOT TO BE

OPERATED OR REGULARLY USED BY THE CONTRACTOR.

IF CIRCUMSTANCES REQUIRE ITS USE THE

CONTRACTING OFFICER IS TO BE CONTACTED TO

ARRANGE FOR WYANG PERSONNEL TO OPERATE THE

DOOR. MEGA DOOR IS TO BE PROTECTED DURING

CONSTRUCTION, DOOR WILL BE INSPECTED UPON

COMPLETION OF CONSTRUCTION AND THE

CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE

INCURRED AS A RESULT OF CONSTRUCTION ACTIVITIES.

19 EXISTING PRE−CAST DOUBLE T WALL TO REMAIN,

REPAIR, CLEAN, AND REPLACE JOINTS PER

SPECIFICATION SECTION 024800−PRECAST CONCRETE

MAINTENANCE; AND PAINT

20 EXTERIOR WALL AND ALL WINDOW AND DOOR

ASSEMBLIES FROM COLUMN LINE C TO A INCLUDING

WALL ON LINE A TO BE DEMOLISHED.

24 EXISTING PRE−CAST DOUBLE TEE TO BE REMOVED.

55 EXISTING GYP. ON STEEL STUD WALL TO BE REMOVED

76 EXISTING STEEL STAIR TO BE REMOVED

100 REMOVE EXISTING EPDM ROOF SYSTEM, PROTECT

EXISTING SUBSTRAIGHT DURING DEMOLITION AND

CONSTRUCTION. NOTE THAT EXISTING BALLAST ON LOW

SLOPE ROOF WILL NOT BE RE−USED.

134 DEMOLISH PORTION OF EXISTING MASONRY WALL FOR

NEW DOOR OPENING. SALVAGE BRICK FOR USE IN INFILL

AT OTHER LOCATIONS.

139 EXISTING HYDRAULIC LIFT AND PIT TO BE DEMOLISHED.

155 EXISTING VAULT DOOR TO BE REMOVED, STORED AND

REINSTALLED AT LOCATION SHOWN ON DRAWINGS

158 EXISTING DOOR AND FRAME TO BE REPLACED.

161 EXISTING CONCRETE STAIR TO BE REMOVED

233 REMOVE DOOR AND FRAME, INFILL OPENING TO MATCH

SURROUNDING WALL

251 EXISTING MEZZANINE FLOOR AND FLOOR STRUCTURE

TO BE REMOVED.

252 EXISTING DOUBLE TEE CEILING STRUCTURE TO BE

DEMOLISHED

253 EXISTING CONCRETE FLOOR SLAB AND CONCRETE

FLOOR STRUCTURE TO BE REMOVED.

261 EXISTING STEEL LADDER TO BE REMOVED.

262 EXISTING WOOD STAIR AND GUARDRAIL TO BE

REMOVED.

263 EXISTING METAL GUARD RAIL TO BE REMOVED.

265 EXISTING OVERHEAD COILING DOOR TO BE REMOVED.

271 REMOVE EXISTING MECHANICAL LOUVERS.

272 OPENING FOR NEW DOOR, SEE NEW PLANS FOR

LOCATION AND DETAILS

273 EXISTING OPENING FOR DUCTWORK TO BE INFILLED TO

MATCH SURROUNDING MASONRY WALL. EXISTING

CONCRETE LINTEL ABOVE OPENING TO REMAIN.

286 EXISTING BUCKING HORSE LOGO TO REMAIN, PROTECT

DURING CONSTRUCTION.

309 EXISTING PLUMBING FIXTURES, TOILET PARTITIONS,

TOILET ROOM ACCESSORIES, ETC. TO BE REMOVED.

310 EXISTING LOCKERS TO BE REMOVED.

314 SEE STRUCTURAL FRAMING SHEETS FOR INFILL DETAILS

AT THIS LOCATION.

1/16" = 1’−0"A0.02

1 (DEMO) 2ND FLOOR DEMO PLAN

1/16" = 1’−0"A0.02

2 (DEMO) MEZZANINE DEMO PLAN

N

PLAN NORTH

N

TRUE NORTH

N

PLAN NORTH

N

TRUE NORTH

A B

CD

KEY PLAN

1/16" = 1’−0"A0.02

3 PENTHOUSE DEMO PLAN

N

PLAN NORTH

N

TRUE NORTH

0’ 4’ 8’ 16’ 32’0’ 4’ 8’ 16’ 32’

A A

B B

C C

D D

E E

F F

E.1 E.1

E.2 E.2

E.3 E.3

E.4 E.4

E.5 E.5

E.6 E.6

101101

105105

108 108

102 102

100 100

113 113 113 113 113 113 113 113

122 122

122 122 122

AA AA

9.1

9.1

11.1

11.1

A0.04

SimTYP.

A0.04

SimTYP.

A0.04

SimTYP.

BARREL VAULT

LOW SLOPE

LOW SLOPE

A0.04

Sim

A0.04

Sim

A0.04

Sim

308124

DEMO LEGEND

ELEMENT TO BE DEMOLISHED

ELEMENT TO REMAIN

CONCRETE SLAB TO BE REMOVED

CONCRETE SLAB TO BE PATCHED,

FOR PATCHING OF SLAB, OTHER

THAN SLAB ON GRADE, SEE DETAILS

12&16 ON S5.53.

UNKNOWN CONSTRUCTION

TOBIN & ASSOCIATES

ARCHITECTURE / PLANNING

CONSULTANTS:

DATEISSUE

PLOTTED ON:

PROJECT #:

1820 DILLON AVENUE, SUITE 200A

CHEYENNE, WYOMING 82003

PHONE: 307-632-3144

FAX: 307-632-6645

OWNERSHIP OF DOCUMENTS:

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C.

Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2011

CONTACT PERSON(S):

CONTRACTING OFFICER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

ENVIRONMENTAL CONSULTANT

CONTACT PERSON:

CONTRACTING OFFICER REPRESENTATIVE:

CAPTAIN MICHAEL PACHEL

P (307)772−6427

FIRE PROTECTION ENGINEER

HUGHES ASSOCIATES, INC.

2 GARDEN CENTER, SUITE 204

BROOMFIELD, CO 80020−7009

P (303) 439−0485 F (303) 439−7160

CONTACT PERSON

DAVID TOMECEK

7/20/2011 9:10:38 PM

CHEYENNE, WYOMING

A0.03

ROOF DEMO PLAN

BUILDING 16

04−30−02

WYOMING AIR NATIONAL GUARD

WESTERN RESEARCH AND DEVELOPEMENT, LTD.

5908 YELLOWSTONE RD., SUITE B

CHEYENNE, WYOMING 82009

P 307.632.5656 F 307.348.9445

GARY GRIGSBY, P.E.

STRUCTURAL SOLUTIONS MARTIN/MARTIN

4020 LARAMIE ST.

CHEYENNE, WYOMING 82001

P 307.637.8422 F 307.637.4022

DEREK SWANSON, P.E., S.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST. SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

GABE HERRERA, P.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST., SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

RICK SHIELDS, ROCHELLE MELLOTTT,

P.E.

LIME GREEN DESIGN

900 E. LOUISIANA AVE., SUITE 209

DENVER, COLORADO 80210

P 303.733.7558 F 303.733.0959

LISA LANGER, ANNE DESJARDINS

CAPT. JASON SALSGIVER

P (307) 772−5131

REPAIR HQ / TRAINING / HANGAR COMPLEX

DPEZ972047

KEN TOBIN, AIA

MATT TREDENNICK, ASSOCIATE AIA

100% Bid Docuements July 22, 2011

CENTURY ENVIRONMENTAL HYGENE, LCC

1720 MULBERRY ST., SUITE 200

FORT COLLINS, COLORADO 80521

P 970.266.8000

JIM DENNISON

1/16" = 1’−0"A0.03

1 (DEMO) ROOF DEMO PLAN

ROOF DEMO GENERAL NOTES

LOW SLOPE ROOF

ALL BALLAST, ROOFING, INSULATION, FLASHING, COVER BOARD,

ETC. TO BE REMOVED ON LOW SLOPE ROOF. AFTER REMOVAL,

PREPARE CONCRETE ROOF DECK FOR NEW ROOFING. PATCH ALL

EXISTING OPENINGS.

BARREL VAULT ROOF

ALL ROOFING, INSULATION, FLASHING, ETC. TO BE REMOVED.

EXISTING GYPSUM DECKING TO REMAIN, TAKE CARE NOT TO

DAMAGE GYPSUM DECKING DURING REMOVAL OF OTHER ROOF

COMPONENTS.

EXISTING ROOFTOP EQUIPMENT AND PENETRATIONS

QUANTITY AND DESCRIPTION OF EXISTING ROOFTOP EQUIPMENT

AND PENETRATIONS IS APPROXIMATE. CONTRACTOR TO VERIFY.

EXISTING OPENING IN THE CONCRETE ROOF DECK ARE TO BE

INFILLED PER DETAILS ON STRUCTURAL SHEETS.

N

PLAN NORTH

N

TRUE NORTH

KEYNOTE LEGEND

100 REMOVE EXISTING EPDM ROOF SYSTEM, PROTECT

EXISTING SUBSTRAIGHT DURING DEMOLITION AND

CONSTRUCTION. NOTE THAT EXISTING BALLAST ON LOW

SLOPE ROOF WILL NOT BE RE−USED.

101 REMOVE EXISTING FAN CURB AND INFILL EXISTING HOLE

IN EXISTING CONCRETE ROOF DECK AS NEEDED

102 REMOVE EXISTING ROOF DRAIN AND INFILL HOLES IN

EXISTING CONCRETE ROOF DECK

103 REMOVE EXISTING WALL FLASHINGS

105 REMOVE EXISTING HVAC UNITS

106 REMOVE EXISTING CAP FLASHING

108 REMOVE EXISTING ANTENNA AND ALL ANCHORING

DEVICES

109 REMOVE EXISTING SATELLITE DISH, STAND AND

BALLAST

110 EXISTING VENT TO BE REMOVED, CURB TO REMAIN, CAP

OPENING

112 EXISTING AC UNITS TO BE REMOVE, RECLAIM ALL

LIQUIDS/GAS ACCORDING TO FEDERAL AND LOCAL

CODES

113 EXISTING ROOF VENTS TO BE REMOVED AND CONCRETE

ROOF DECK TO BE INFILLED

114 REMOVE EXISTING DRAINS

115 EXISTING FAN TO BE REMOVED, CURB TO REMAIN, CAP

OPENING

122 EXISTING VENT PIPE (SEE MECHANICAL)

123 REMOVE EXISTING LIGHTING FIXTURES

124 EXISTING DUCT (SEE MECHANICAL)

308 EXISTING ROOF ACCESS HATCH TO BE REMOVED,

OPENING TO BE INFILLED PER STRUCTURAL DETAILS.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 219.1 11.1

235 235

234 234

235 235

233 233

0505 05 05 05 05 05 05 05 05 05

05 05 05

158 158 158 264

17 17 17 17 17 17

17 17 17

17 17 17 17 17

81270

01 01

235235

DEMO LEGEND

ELEMENT TO BE DEMOLISHED

ELEMENT TO REMAIN

CONCRETE SLAB TO BE REMOVED

CONCRETE SLAB TO BE PATCHED,

FOR PATCHING OF SLAB, OTHER

THAN SLAB ON GRADE, SEE DETAILS

12&16 ON S5.53.

UNKNOWN CONSTRUCTION

DEMOLISHREMAIN

SEE NEW SECTIONS AND DETAILS FOR DIMENSIONS

ALIGN FACE OF CUT WITH FACE OF NEW STUD WALL

EXISTING CONCRETE

STRUCTURE

DEMOLISHREMAIN

EXISTING CONCRETE

STRUCTURE

DEMOLISH

EDGE OF BEAM

CUT SLAB FLUSH TO

DEMOLISHREMAIN

EXISTING CONCRETE

STRUCTURE

CUT SLAB FLUSH WITH EDGE OF BEAM

DEMOLITION GENERAL NOTES

STRUCTURE

UNLESS OTHERWISE NOTED, EXISTING CAST−IN PLACE

CONCRETE STRUCTURE TO REMAIN. WHERE NOTED,

PORTIONS OF CONCRETE SLAB AND DECK ARE TO BE

REMOVED.

EXTERIOR WALLS

UNLESS OTHERWISE NOTED EXISTING EXTERIOR WALLS

ARE TO REMAIN.

INTERIOR WALLS

UNLESS OTHERWISE NOTED ALL INTERIOR PARTITION

WALL ARE TO BE REMOVED.

DOORS

UNLESS OTHERWISE NOTED ALL INTERIOR AND

EXTERIOR DOORS AND FRAMES ARE TO BE REMOVED.

EXISTING SECOND FLOOR SLAB

ANY EXISTING PENETRATIONS IN THE SECOND FLOOR

CONCRETE SLAB MUST BE INFILLED AND SEALED TO

MAINTAIN AIR TIGHT FLOOR PLENUM. SEE STRUCTURAL

SHEETS FOR TYPICAL INFILL DETAILS.

CAT WALK

EXISTING CAT WALK ABOVE CEILING OF FIRST FLOOR IS

TO BE REMOVED.

STAIRS

ALL EXISTING STARS ARE TO BE REMOVED. OPENINGS IN

FLOOR SLAB ARE TO BE PATCHED, SEE STRUCTURAL

FOR DETAILS.

STAIR TOWERS AND VESTIBULE

EXISTING STAIR TOWERS AND VESTIBULE ON THE NORTH

SIDE OF THE BUILDING ARE TO BE REMOVED.

MEZZANINE

EXISTING MEZZANINE TO BE REMOVED. ALL WALLS,

FLOORS, AND BEAMS SUPPORTING THE MEZZANINE

FLOOR ARE TO BE REMOVED. ALL EXISTING COLUMNS

ARE TO REMAIN. PROTECT EXISTING COLUMNS DURING

CONSTRUCTION.

EXISTING CONSTRUCTION

EXISTING CONSTRUCTION HAS BEEN SHOWN BASED ON

EXISTING DRAWINGS AND OBSERVATIONS, BUT SOME

EXISTING OR UNFORESEEN CONDITIONS MAY EXIST THAT

ARE NOT SHOWN. CONTRACTOR IS TO VERIFY EXISTING

CONSTRUCTION AND INCLUDE REASONABLY ASSUMED

ELEMENTS IN DEMOLITION WORK.

CONTRACTOR TO VERIFY WALL CONSTRUCTION THAT IS

TO BE DEMOLISHED.

EXISTING CONCRETE SLAB ON GRADE

CONTRACTOR TO REMOVE LARGE SECTION OF EXISTING

CONCRETE SLAB AT NORTH EAST PORTION OF BUILDING.

COORDINATE WITH OWNER FOR BROWN FIELD

REMEDIATION BY OWNER PRIOR TO NEW SLAB BEING

INSTALLED.

EXISTING DRAWINGS

EXISTING DRAWING OF THE ORIGINAL CONSTRUCTION,

AS WELL AS DRAWINGS OF THE 1986 REMODEL ARE

AVAILABLE FOR REVIEW FROM THE CONTRACTING

OFFICER UPON REQUEST.

1ST FLOOR

100’ − 0"

MEZZANINE

107’ − 8"

2ND FLOOR

118’ − 0"

E

B.O. TRUSS

128’ − 10"

1ST FLOOR SLAB

98’ − 10"

2ND FLOOR SLAB

116’ − 10"

EXISTING BARREL VAULT

TRUSS TO REMAIN, TYP.

EXISTING PURLIN TO REMAIN, TYP.

EXISTING GYP. DECKING

TO REMAIN, TYP.

EXISTING INSULATION AND ROOFING

MEMBRANE TO BE REMOVED, TYP.

EXISTING CONCRETE ROOF STRUCTURE

TO REMAIN, TYP.

EXISTING INSULATION,

ROOFING MEMBRANE, AND

BALLAST TO BE REMOVED, TYP.

EXISTING ROOFTOP MECHANICAL EQUIPMENT

TO BE REMOVED, TYP. OPENING IN EXISTING

CONCRETE ROOF TO BE PATCHED

EXISTING CONCRETE SLAB TO REMAIN, TYP.

EXISTING DOOR AND FRAME TO BE REMOVED, TYP.

EXISTING INTERIOR WALL TO

BE REMOVED, TYP.

EXISTING ACOUSTICAL TILE, OR

GYP. BD. CEILING TO BE REMOVED, TYP.

EXISTING GYP. BD. AND FURRING

TO BE REMOVED, TYP.

EXISTING MASONRY INFILL WALL

TO REMAIN, TYP.

PORTIONS OF EXISTING MAINTENANCE SLAB TO BE REMOVED,

SEE DEMOLITION FLOOR PLAN FOR LOCATIONS

FLOOR FINISH, BASE, AND ALL OTHER FINISHED

TO BE REMOVED, TYP.

EXISTING GYP. BD. AND FURRING

TO BE REMOVED, TYP.

EXISTING MASONRY INFILL WALL

TO REMAIN, TYP.

FLOOR FINISH, BASE, AND ALL OTHER FINISHED

TO BE REMOVED, TYP.

EXISTING ACOUSTICAL TILE, OR

GYP. BD. CEILING TO BE REMOVED, TYP.

EXISTING CONCRETE COLUMNS

TO REMAIN, TYP.

EXISTING CATWALK

TO BE REMOVED, TYP.

1ST FLOOR

100’ − 0"

MEZZANINE

107’ − 8"

2ND FLOOR

118’ − 0"

A

1ST FLOOR SLAB

98’ − 10"

2ND FLOOR SLAB

116’ − 10"

EXISTING FOUNDATION TO REMAIN, TYP.

EXISTING BRICK VENEER

TO BE REMOVED, TYP.

EXISTING INSULATION TO BE REMOVED, TYP.

EXISTING WALL CONSTRUCTION

TO BE REMOVED, TYP.

EXISTING ALUMINUM CLAD

WOOD WINDOW TO BE REMOVED, TYP.

EXISTING GYP. BD. AND

FURRING TO BE REMOVED, TYP.

EXISTING CONCRETE COLUMN

TO REMAIN, TYP.

EXISTING CONCRETE SLAB TO REMAIN, TYP.

EXISTING BRICK SUPPORT

TO BE REMOVED, TYP.

EXISTING SILL AND TRIM

TO BE REMOVED, TYP.

EXISTING DOOR AND FRAME

TO BE REMOVED, TYP.

ALL EXISTING INTERIOR WALLS

TO BE REMOVED, TYP.

EXISTING EIFS ON PLYWOOD ON METAL FRAMING

TO BE REMOVED, TYP.

EXISTING CONCRETE MEZZANINE FLOOR STRUCTURE

TO BE REMOVED, TYP.

EXISTING WALL CONSTRUCTION

TO BE REMOVED, TYP.

EXISTING WOOD BLOCKING

TO BE REMOVED, TYP.

EXISTING SILL AND TRIM

TO BE REMOVED, TYP.

EXISTING GYP. BD. AND FURRING

TO BE REMOVED, TYP.

EXISTING WOOD BLOCKING

TO BE REMOVED, TYP.

EXISTING GYP. BD. AND FURRING

TO BE REMOVED, TYP.

ACOUSTICAL TILE OR

GYP. BD. CEILING TO BE REMOVED, TYP.

EXISTING MEZZANINE FLOOR STRUCTURE

TO BE REMOVED, TYP.

EXISTING ACOUSTICAL TILE OR

GYP. BD. CEILING TO BE REMOVED, TYP.

EXISTING GYP. BD. AND FURRING

TO BE REMOVED, TYP.

EXISTING CONCRETE 2nd LEVEL

FLOOR STRUCTURE TO REMAIN, TYP.

FLOOR FINISH, BASE, AND ALL OTHER

EXISTING FINISHES TO BE REMOVED, TYP.

EXISTING EIFS ON PLYWOOD ON

METAL FRAMING TO BE REMOVED, TYP.

EXISTING WALL CONSTRUCTION

TO BE REMOVED, TYP.

EXISTING ALUMINUM CLAD WOOD

WINDOW TO BE REMOVED, TYP.

EXISTING EIFS ON PLYWOOD ON

METAL FRAMING TO BE REMOVED, TYP.

EXISTING STEEL STUD FRAMING

TO BE REMOVED, TYP.

EXISTING CONCRETE ROOF

STRUCTURE TO REMAIN, TYP.

EXISTING ACOUSTICAL TILE OR

GYP. BD. CEILING TO BE REMOVED, TYP.

EXISTING GYP. BD. AND STEEL STUD

FRAMING TO BE REMOVED, TYP.

EXISTING EYEBROW CONSTRUCTION BETWEEN STAIR TOWERS

INCLUDING, BUT NOT LIMITED TO: EIFS,

INSULATION, GYP. SHEATHING,

STRUCTURAL STEEL FRAMING, ROOFING,

BLOCKING, ETC. TO BE REMOVED, TYP.

EXISTING CONCRETE ROOF STRUCTURE

TO REMAIN, TYP.

EXISTING INSULATION TO BE REMOVED, TYP.

EXISTING ROOFING MEMBRANE

TO BE REMOVED, TYP.

EXISTING BALLAST TO BE REMOVED, TYP.

ALL EXISTING ROOF FLASHING,

BLOCKING, ETC. TO BE REMOVED, TYP.

ABCDEF E.9 E.8 E.7

B.O. TRUSS

128’ − 10"

1ST FLOOR SLAB

98’ − 10"

2ND FLOOR SLAB

116’ − 10"

150' - 1" +/−

19 19

192 24

E.10

A9.03

TOBIN & ASSOCIATES

ARCHITECTURE / PLANNING

CONSULTANTS:

DATEISSUE

PLOTTED ON:

PROJECT #:

1820 DILLON AVENUE, SUITE 200A

CHEYENNE, WYOMING 82003

PHONE: 307-632-3144

FAX: 307-632-6645

OWNERSHIP OF DOCUMENTS:

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C.

Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2011

CONTACT PERSON(S):

CONTRACTING OFFICER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

ENVIRONMENTAL CONSULTANT

CONTACT PERSON:

CONTRACTING OFFICER REPRESENTATIVE:

CAPTAIN MICHAEL PACHEL

P (307)772−6427

FIRE PROTECTION ENGINEER

HUGHES ASSOCIATES, INC.

2 GARDEN CENTER, SUITE 204

BROOMFIELD, CO 80020−7009

P (303) 439−0485 F (303) 439−7160

CONTACT PERSON

DAVID TOMECEK

7/20/2011 9:10:46 PM

CHEYENNE, WYOMING

A0.04

DEMOLITION DETAILS

BUILDING 16

04−30−02

WYOMING AIR NATIONAL GUARD

WESTERN RESEARCH AND DEVELOPEMENT, LTD.

5908 YELLOWSTONE RD., SUITE B

CHEYENNE, WYOMING 82009

P 307.632.5656 F 307.348.9445

GARY GRIGSBY, P.E.

STRUCTURAL SOLUTIONS MARTIN/MARTIN

4020 LARAMIE ST.

CHEYENNE, WYOMING 82001

P 307.637.8422 F 307.637.4022

DEREK SWANSON, P.E., S.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST. SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

GABE HERRERA, P.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST., SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

RICK SHIELDS, ROCHELLE MELLOTTT,

P.E.

LIME GREEN DESIGN

900 E. LOUISIANA AVE., SUITE 209

DENVER, COLORADO 80210

P 303.733.7558 F 303.733.0959

LISA LANGER, ANNE DESJARDINS

CAPT. JASON SALSGIVER

P (307) 772−5131

REPAIR HQ / TRAINING / HANGAR COMPLEX

DPEZ972047

KEN TOBIN, AIA

MATT TREDENNICK, ASSOCIATE AIA

100% Bid Docuements July 22, 2011

CENTURY ENVIRONMENTAL HYGENE, LCC

1720 MULBERRY ST., SUITE 200

FORT COLLINS, COLORADO 80521

P 970.266.8000

JIM DENNISON

1/16" = 1’−0"A0.04

4 SOUTH BUILDING DEMO ELEVATION

KEYNOTE LEGEND

01 EXISTING CAST IN PLACE CONCRETE WALL TO REMAIN,

REPLACE EXISTING SEALANT JOINTS AND RE−PAINT.

05 EXISTING WINDOW SYSTEM TO BE REMOVED, 6"STEEL

CHANNEL SUPPORTS TO REMAIN.

17 EXISTING CAST IN PLACE COLUMNS TO REMAIN

19 EXISTING PRE−CAST DOUBLE T WALL TO REMAIN,

REPAIR, CLEAN, AND REPLACE JOINTS PER

SPECIFICATION SECTION 024800−PRECAST CONCRETE

MAINTENANCE; AND PAINT

22 EXISTING CONCRETE BASE, DEMO AS REQUIRED FOR

NEW OPENINGS, CUT TO 4" ON EITHER SIDE OF NEW

OPENINGS.

24 EXISTING PRE−CAST DOUBLE TEE TO BE REMOVED.

63 REMOVE EXISTING WOOD FRAMING AND EXTERIOR

PANELS, REPLACE WITH STEEL STUD FRAMING AND

METAL WALL PANEL.

81 EXISTING MASONRY INFILL WALL TO BE REMOVED FOR

INSTALLATION OF NEW COILING DOOR.

134 DEMOLISH PORTION OF EXISTING MASONRY WALL FOR

NEW DOOR OPENING. SALVAGE BRICK FOR USE IN INFILL

AT OTHER LOCATIONS.

158 EXISTING DOOR AND FRAME TO BE REPLACED.

161 EXISTING CONCRETE STAIR TO BE REMOVED

192 EXISTING ALUMINUM STOREFRONT WIND BLOCK TO BE

REMOVED.

193 EXISTING ALUMINUM STOREFRONT WIND BLOCK TO BE

REMOVED, STORED AND REINSTALLED ON NEW

CONCRETE PAD.

233 REMOVE DOOR AND FRAME, INFILL OPENING TO MATCH

SURROUNDING WALL

234 COORDINATE REMOVAL OF EXISTING UTILITY PIPING AND

CONDUIT WITH CONTRACTING OFFICER.

235 REMOVE ABANDONED PLUMBING, CONDUIT, AND

UTILITIES. INFILL TO MATCH SURROUNDING WALL. AT

BRICK WALLS, TOOTH IN SALVAGED BRICK REMOVED

DURING OTHER DEMOLITION WORK TO INFILL

PENETRATIONS.

264 EXISTING OVERHEAD DOOR AND TRACK TO BE

REMOVED.

265 EXISTING OVERHEAD COILING DOOR TO BE REMOVED.

267 EXISTING WOOD WINDOW ASSEMBLY AND METAL

SECURITY GRILLE TO BE REMOVED.

269 SEE ELECTRICAL FOR GENERATOR TAP BOX.

270 REMOVE EXISTING MASONRY INFILL ABOVE EXISTING

CONCRETE SILL FOR INSTALLATION OF NEW WINDOW

ASSEMBLY.

271 REMOVE EXISTING MECHANICAL LOUVERS.

274 EXISTING METAL WALL BRACKET TO BE REMOVED.

PATCH HOLES.

275 EXISTING METAL FLASHING TO BE REMOVED FROM OVER

EXISTING BRICK INFILL. REPOINT BRICK AND REPLACE

ANY BRICK AS NECESSARY. ANY BRICK TO BE REPLACED

SHALL MATCH EXISTING.

276 EXISTING BUILDING SIGN TO BE REMOVED AND

REINSTALLED BY OWNER.

277 EXISTING ANTENNA AND SUPPORT TO BE REMOVED.

278 EXISTING OPENING IN MASONRY WALL TO BE INFILLED

WITH BRICK TO MATCH. CONTRACTOR TO USE BRICK

SALVAGED FROM DEMOLITION WORK.

279 EXISTING LOUVER TO BE REMOVED, INFILL OPENING TO

MATCH SURROUNDING WALL.

302 REMOVE AND SALVAGE EXISTING CONCRETE SILL FOR

USE AT OTHER LOCATION SHOWN (NEW LOCATION

SHOWN WITH KEY NOTE 303).

303 REMOVE EXISTING CONCRETE SILL AND INSTALL

SALVAGED CONCRETE SILL.

1 1/2" = 1’−0"A0.04 REF: A0.02 / 1

1 Concrete Slab Cut @ Edge

1 1/2" = 1’−0"A0.04 REF: A0.02 / 1

2 Concrete Slab Cut @ Beam

1 1/2" = 1’−0"A0.04 REF: A0.03 / 1

3 Concrete Slab Cut @ Edge_flush

3/8" = 1’−0"A0.04

6 TYP. DEMO WALL SECTION − SOUTH ADMIN. WALL

3/8" = 1’−0"A0.04

7 TYP. DEMO WALL SECTION − NORTH ADMIN. WALL

1/16" = 1’−0"A0.04 REF: A0.01 / 1

5 NORTHEAST DEMOLITION ELEVATION

EXISTING OPENING TO BE

PATCHED, SEE STRUCTURAL

EXISTING CONCRETE STAIRS

TO BE REMOVED

EXISTING RAILING TO BE REMOVED

EXISTING CONCRETE MEZZANINE

STRUCTURE TO BE REMOVED

STEEL FRAMING, SEE STRUCTURAL

EXISTING CEILING TO BE REMOVED

EXISTING CONCRETE SLAB TO REMAIN

EXISTING 2ND FLOOR CONCRETE STRUCTURE

TO REMAIN.

DEMOLITION GENERAL NOTES

STRUCTURE

UNLESS OTHERWISE NOTED, EXISTING CAST−IN PLACE

CONCRETE STRUCTURE TO REMAIN. WHERE NOTED,

PORTIONS OF CONCRETE SLAB AND DECK ARE TO BE

REMOVED.

EXTERIOR WALLS

UNLESS OTHERWISE NOTED EXISTING EXTERIOR WALLS

ARE TO REMAIN.

INTERIOR WALLS

UNLESS OTHERWISE NOTED ALL INTERIOR PARTITION

WALL ARE TO BE REMOVED.

DOORS

UNLESS OTHERWISE NOTED ALL INTERIOR AND

EXTERIOR DOORS AND FRAMES ARE TO BE REMOVED.

EXISTING SECOND FLOOR SLAB

ANY EXISTING PENETRATIONS IN THE SECOND FLOOR

CONCRETE SLAB MUST BE INFILLED AND SEALED TO

MAINTAIN AIR TIGHT FLOOR PLENUM. SEE STRUCTURAL

SHEETS FOR TYPICAL INFILL DETAILS.

CAT WALK

EXISTING CAT WALK ABOVE CEILING OF FIRST FLOOR IS

TO BE REMOVED.

STAIRS

ALL EXISTING STARS ARE TO BE REMOVED. OPENINGS IN

FLOOR SLAB ARE TO BE PATCHED, SEE STRUCTURAL

FOR DETAILS.

STAIR TOWERS AND VESTIBULE

EXISTING STAIR TOWERS AND VESTIBULE ON THE NORTH

SIDE OF THE BUILDING ARE TO BE REMOVED.

MEZZANINE

EXISTING MEZZANINE TO BE REMOVED. ALL WALLS,

FLOORS, AND BEAMS SUPPORTING THE MEZZANINE

FLOOR ARE TO BE REMOVED. ALL EXISTING COLUMNS

ARE TO REMAIN. PROTECT EXISTING COLUMNS DURING

CONSTRUCTION.

EXISTING CONSTRUCTION

EXISTING CONSTRUCTION HAS BEEN SHOWN BASED ON

EXISTING DRAWINGS AND OBSERVATIONS, BUT SOME

EXISTING OR UNFORESEEN CONDITIONS MAY EXIST THAT

ARE NOT SHOWN. CONTRACTOR IS TO VERIFY EXISTING

CONSTRUCTION AND INCLUDE REASONABLY ASSUMED

ELEMENTS IN DEMOLITION WORK.

CONTRACTOR TO VERIFY WALL CONSTRUCTION THAT IS

TO BE DEMOLISHED.

EXISTING CONCRETE SLAB ON GRADE

CONTRACTOR TO REMOVE LARGE SECTION OF EXISTING

CONCRETE SLAB AT NORTH EAST PORTION OF BUILDING.

COORDINATE WITH OWNER FOR BROWN FIELD

REMEDIATION BY OWNER PRIOR TO NEW SLAB BEING

INSTALLED.

EXISTING DRAWINGS

EXISTING DRAWING OF THE ORIGINAL CONSTRUCTION,

AS WELL AS DRAWINGS OF THE 1986 REMODEL ARE

AVAILABLE FOR REVIEW FROM THE CONTRACTING

OFFICER UPON REQUEST.

DEMO LEGEND

ELEMENT TO BE DEMOLISHED

ELEMENT TO REMAIN

CONCRETE SLAB TO BE REMOVED

CONCRETE SLAB TO BE PATCHED,

FOR PATCHING OF SLAB, OTHER

THAN SLAB ON GRADE, SEE DETAILS

12&16 ON S5.53.

UNKNOWN CONSTRUCTION

2ND FLOOR

118’ − 0"

E F

E.9 E.8 E.7

B.O. TRUSS

128’ − 10"

1ST FLOOR SLAB

98’ − 10"

16 11

040404

253 253

C O

N T

R A

C T

O R

T O

V E

R

IF

Y

’−2

C O

N T

R A

C T

O R

T O

V E

R

IF

Y

’−8

E.8 E.7

B.O. TRUSS

128’ − 10"

1ST FLOOR SLAB

98’ − 10"

2ND FLOOR SLAB

116’ − 10"

142' - 0" +/−

CONTRACTOR

TO VERIFY

EXISTING GYP. DECK TO REMAIN

EXISTING PURLINS TO REMAIN, PAINT

WITH INTUMESCENT PAINT FOR 1 HOUR

FIRE RATING.

EXISTING TRUSS TO REMAIN, PAINT

WITH INTUMESCENT PAINT FOR 1

HOUR FIRE RATING.

EXISTING BLOCK WALL TO BE REMOVED

EXISTING BLOCK WALL TO

BE REMOVED

EXISTING PRECAST CONCRETE

FLOOR TO BE REMOVED

EXISTING CONCRETE RACEWAY

TO BE REMOVED WHERE EXISTING

SLAB IS TO BE REMOVED

EXISTING CONCRETE SLAB

TO BE REMOVED.

TOBIN & ASSOCIATES

ARCHITECTURE / PLANNING

CONSULTANTS:

DATEISSUE

PLOTTED ON:

PROJECT #:

1820 DILLON AVENUE, SUITE 200A

CHEYENNE, WYOMING 82003

PHONE: 307-632-3144

FAX: 307-632-6645

OWNERSHIP OF DOCUMENTS:

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C.

Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2011

CONTACT PERSON(S):

CONTRACTING OFFICER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

ENVIRONMENTAL CONSULTANT

CONTACT PERSON:

CONTRACTING OFFICER REPRESENTATIVE:

CAPTAIN MICHAEL PACHEL

P (307)772−6427

FIRE PROTECTION ENGINEER

HUGHES ASSOCIATES, INC.

2 GARDEN CENTER, SUITE 204

BROOMFIELD, CO 80020−7009

P (303) 439−0485 F (303) 439−7160

CONTACT PERSON

DAVID TOMECEK

7/20/2011 9:10:51 PM

CHEYENNE, WYOMING

A0.05

DEMOLITION DETAILS

BUILDING 16

04−30−02

WYOMING AIR NATIONAL GUARD

WESTERN RESEARCH AND DEVELOPEMENT, LTD.

5908 YELLOWSTONE RD., SUITE B

CHEYENNE, WYOMING 82009

P 307.632.5656 F 307.348.9445

GARY GRIGSBY, P.E.

STRUCTURAL SOLUTIONS MARTIN/MARTIN

4020 LARAMIE ST.

CHEYENNE, WYOMING 82001

P 307.637.8422 F 307.637.4022

DEREK SWANSON, P.E., S.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST. SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

GABE HERRERA, P.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST., SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

RICK SHIELDS, ROCHELLE MELLOTTT,

P.E.

LIME GREEN DESIGN

900 E. LOUISIANA AVE., SUITE 209

DENVER, COLORADO 80210

P 303.733.7558 F 303.733.0959

LISA LANGER, ANNE DESJARDINS

CAPT. JASON SALSGIVER

P (307) 772−5131

REPAIR HQ / TRAINING / HANGAR COMPLEX

DPEZ972047

KEN TOBIN, AIA

MATT TREDENNICK, ASSOCIATE AIA

100% Bid Docuements July 22, 2011

CENTURY ENVIRONMENTAL HYGENE, LCC

1720 MULBERRY ST., SUITE 200

FORT COLLINS, COLORADO 80521

P 970.266.8000

JIM DENNISON

1/4" = 1’−0"A0.05 REF: A0.01 / 1

1 Existing Stair

KEYNOTE LEGEND

04 EXISTING CONCRETE RACEWAY BELOW EXISTING SLAB

TO BE REMOVED AT LOCATIONS WHERE SLAB IS TO BE

REMOVED.

05 EXISTING WINDOW SYSTEM TO BE REMOVED, 6"STEEL

CHANNEL SUPPORTS TO REMAIN.

09 EXISTING MASONRY INFILL WALL TO REMAIN, PATCH AS

REQUIRED

11 EXISTING CMU WALL CONSTRUCTION TO BE

DEMOLISHED.

16 EXISTING CAST IN PLACE CONCRETE COLUMN AND BEAM

STRUCTURE TO BE DEMOLISHED. CONTRACTOR TO

TAKE CARE WHEN DEMOLISHING COLUMNS ADJACENT

CAST IN PLACE CONCRETE COLUMNS TO REMAIN.

17 EXISTING CAST IN PLACE COLUMNS TO REMAIN

55 EXISTING GYP. ON STEEL STUD WALL TO BE REMOVED

80 EXISTING TRUSSES TO BE PAINTED WITH INTUMESCENT

PAINT FOR A 1−HR FIRE RATING.

97 UNLESS SHOWN OTHERWISE, EXISTING CAST IN PLACE

CONCRETE FLOOR STRUCTURE TO REMAIN.

245 EXISTING PURLIN TO REMAIN, PAINT WITH INTUMESCENT

PAINT FOR 1 HOUR FIRE RATING.

252 EXISTING DOUBLE TEE CEILING STRUCTURE TO BE

DEMOLISHED

253 EXISTING CONCRETE FLOOR SLAB AND CONCRETE

FLOOR STRUCTURE TO BE REMOVED.

264 EXISTING OVERHEAD DOOR AND TRACK TO BE

REMOVED.

266 EXISTING GYP. ROOF DECK TO REMAIN.

1/8" = 1’−0"A0.05 REF: A0.01 / 1

3 SECTION − DEMOLITION

1/4" = 1’−0"A0.05 REF: A0.01 / 1

2 WALL SECTION − DEMOLITION

A A

B B

C C

D D

E E

F F

E.9 E.9

E.8 E.8

E.7 E.7

AA AA

EXISTING GYP. BD. CEILING

TO BE REMOVED

EXISTING ACOUSTICAL TILE

CEILING TO BE REMOVED

NO EXISTING CEILING

TO BE REMOVED

CEILING DEMOLITION LEGEND

CEILING DEMOLITION GENERAL NOTES

EXISTING CEILINGS

ALL EXISTING CEILINGS ARE TO BE REMOVED. EXISTING

CEILING LOCATIONS AND TYPES SHOWN ON THIS SHEET ARE

APPROXIMATE, ACTUAL CONDITIONS MAY VARY.

TOBIN & ASSOCIATES

ARCHITECTURE / PLANNING

CONSULTANTS:

DATEISSUE

PLOTTED ON:

PROJECT #:

1820 DILLON AVENUE, SUITE 200A

CHEYENNE, WYOMING 82003

PHONE: 307-632-3144

FAX: 307-632-6645

OWNERSHIP OF DOCUMENTS:

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C.

Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2011

CONTACT PERSON(S):

CONTRACTING OFFICER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

ENVIRONMENTAL CONSULTANT

CONTACT PERSON:

CONTRACTING OFFICER REPRESENTATIVE:

CAPTAIN MICHAEL PACHEL

P (307)772−6427

FIRE PROTECTION ENGINEER

HUGHES ASSOCIATES, INC.

2 GARDEN CENTER, SUITE 204

BROOMFIELD, CO 80020−7009

P (303) 439−0485 F (303) 439−7160

CONTACT PERSON

DAVID TOMECEK

7/20/2011 9:10:55 PM

CHEYENNE, WYOMING

A0.06

1ST FLOOR DEMO CEILING PLAN

BUILDING 16

04−30−02

WYOMING AIR NATIONAL GUARD

WESTERN RESEARCH AND DEVELOPEMENT, LTD.

5908 YELLOWSTONE RD., SUITE B

CHEYENNE, WYOMING 82009

P 307.632.5656 F 307.348.9445

GARY GRIGSBY, P.E.

STRUCTURAL SOLUTIONS MARTIN/MARTIN

4020 LARAMIE ST.

CHEYENNE, WYOMING 82001

P 307.637.8422 F 307.637.4022

DEREK SWANSON, P.E., S.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST. SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

GABE HERRERA, P.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST., SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

RICK SHIELDS, ROCHELLE MELLOTTT,

P.E.

LIME GREEN DESIGN

900 E. LOUISIANA AVE., SUITE 209

DENVER, COLORADO 80210

P 303.733.7558 F 303.733.0959

LISA LANGER, ANNE DESJARDINS

CAPT. JASON SALSGIVER

P (307) 772−5131

REPAIR HQ / TRAINING / HANGAR COMPLEX

DPEZ972047

KEN TOBIN, AIA

MATT TREDENNICK, ASSOCIATE AIA

100% Bid Docuements July 22, 2011

CENTURY ENVIRONMENTAL HYGENE, LCC

1720 MULBERRY ST., SUITE 200

FORT COLLINS, COLORADO 80521

P 970.266.8000

JIM DENNISON

1/16" = 1’−0"A0.06

1 1ST FLOOR CEILING DEMO PLAN

A B

CD

KEY PLAN

KEYNOTE LEGEND

306 EXISTING DECORATIVE CURVED METAL CEILING TO BE

REMOVED.

315 CATWALK ABOVE TO BE REMOVED. LOCATION SHOWN

HERE IS APPROXIMATE.

N

PLAN NORTH

N

TRUE NORTH

A A

B B

C C

D D

E E

F F

E.1 E.1

E.2 E.2

E.3 E.3

E.4 E.4

E.5 E.5

E.6 E.6

AA AA

A0.05

A0.04

A0.05

A0.05

A0.04

A0.05

TYP.

TYP.

EXISTING GYP. BD. CEILING

TO BE REMOVED

EXISTING ACOUSTICAL TILE

CEILING TO BE REMOVED

NO EXISTING CEILING

TO BE REMOVED

CEILING DEMOLITION LEGEND

CEILING PLAN GENERAL NOTES

EXPOSED CONSTRUCTION

ALL EXPOSED STRUCTURE, DUCT WORK, PIPING, ETC.

IS TO BE PAINTED.

TOBIN & ASSOCIATES

ARCHITECTURE / PLANNING

CONSULTANTS:

DATEISSUE

PLOTTED ON:

PROJECT #:

1820 DILLON AVENUE, SUITE 200A

CHEYENNE, WYOMING 82003

PHONE: 307-632-3144

FAX: 307-632-6645

OWNERSHIP OF DOCUMENTS:

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C.

Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2011

CONTACT PERSON(S):

CONTRACTING OFFICER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

ENVIRONMENTAL CONSULTANT

CONTACT PERSON:

CONTRACTING OFFICER REPRESENTATIVE:

CAPTAIN MICHAEL PACHEL

P (307)772−6427

FIRE PROTECTION ENGINEER

HUGHES ASSOCIATES, INC.

2 GARDEN CENTER, SUITE 204

BROOMFIELD, CO 80020−7009

P (303) 439−0485 F (303) 439−7160

CONTACT PERSON

DAVID TOMECEK

7/20/2011 9:11:00 PM

CHEYENNE, WYOMING

A0.07

2ND FLOOR DEMO CEILING PLAN

BUILDING 16

04−30−02

WYOMING AIR NATIONAL GUARD

WESTERN RESEARCH AND DEVELOPEMENT, LTD.

5908 YELLOWSTONE RD., SUITE B

CHEYENNE, WYOMING 82009

P 307.632.5656 F 307.348.9445

GARY GRIGSBY, P.E.

STRUCTURAL SOLUTIONS MARTIN/MARTIN

4020 LARAMIE ST.

CHEYENNE, WYOMING 82001

P 307.637.8422 F 307.637.4022

DEREK SWANSON, P.E., S.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST. SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

GABE HERRERA, P.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST., SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

RICK SHIELDS, ROCHELLE MELLOTTT,

P.E.

LIME GREEN DESIGN

900 E. LOUISIANA AVE., SUITE 209

DENVER, COLORADO 80210

P 303.733.7558 F 303.733.0959

LISA LANGER, ANNE DESJARDINS

CAPT. JASON SALSGIVER

P (307) 772−5131

REPAIR HQ / TRAINING / HANGAR COMPLEX

DPEZ972047

KEN TOBIN, AIA

MATT TREDENNICK, ASSOCIATE AIA

100% Bid Docuements July 22, 2011

CENTURY ENVIRONMENTAL HYGENE, LCC

1720 MULBERRY ST., SUITE 200

FORT COLLINS, COLORADO 80521

P 970.266.8000

JIM DENNISON

1/16" = 1’−0"A0.07

1 2ND FLOOR CEILING DEMO

A B

CD

KEY PLAN

KEYNOTE LEGEND

245 EXISTING PURLIN TO REMAIN, PAINT WITH INTUMESCENT

PAINT FOR 1 HOUR FIRE RATING.

307 EXISTING BARREL VAULT TRUSSES TO REMAIN, PROVIDE

1−HR INTUMESCENT COATING.

N

PLAN NORTH

N

UP

REF.

R

EF

UP

REF.

R

EF

UP

FD

FD FD

FD

FD FD

A5.01

A5.02

A5.01

A A

B B

C C

D D

E E

F F

20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0"

5’

4’

5’

0"

400’ − 0"

A R

E A

A

A R

E A

B

A R

E A

D

A R

E A

C

AREA − B

AREA − CAREA − D

AREA − A

A6.01

A6.01

A6.01

A6.01

A6.01

A6.01

A6.02

A6.02

A6.02

A6.02

A6.02

A6.02

A5.02 2

A5.02

A6.03

A6.03

E.1 E.1

E.2 E.2

E.3 E.3

E.4 E.4

E.5 E.5

E.6 E.6

A5.026A5.025 A5.02 4

AA AA

9.1

9.1

11.1

11.1

A6.01

A6.01

A9.01

AREA A

A2.01

AREA B

A2.02

AREA C

A2.03

AREA D

A2.04

A9.03

FLOOR PLAN GENERAL NOTES

DEMOUNTABLE PARTITIONS

DEMOUNTABLE PARTITIONS SHOWN ON THIS SHEET (SEE

LEGEND BELOW) ARE SHOWN IN GREATER DETAIL ON SHEETS

A13.01 THROUGH A13.44.

ADDITIONAL SECTIONS

SOME SECTIONS AND DETAILS WHICH ARE REFERENCED ON

ENLARGED PLAN SHEETS ARE NOT SHOWN ON THIS SHEET.

RAISED ACCESS FLOORING

AREAS "A" AND "B" WILL EMPLOY UNDERFLOOR AIR

DISTRIBUTION IN A RAISED ACCESS FLOORING SYSTEM.

PORTIONS OF ROOM M229−LECTURE HALL AS WELL AS THE

RAMP IN ROOM M230−GATHERING AREA WILL USED RAISED

ACCESS FLOORING AS WELL. SEE SHEETS A2.50 AND A2.60 FOR

MORE INFORMATION.

WALL TYPES

SEE SHEET G1.02 FOR WALL TYPES.

INTUMESCENT PAINT

ALL STEEL STRUCTURE IS TO BE PROVIDED WITH A 1−HR

INTUMESCENT COATING, DESIGN TO BE SUBMITTED PRIOR TO

APPLICATION.

TOBIN & ASSOCIATES

ARCHITECTURE / PLANNING

CONSULTANTS:

DATEISSUE

PLOTTED ON:

PROJECT #:

1820 DILLON AVENUE, SUITE 200A

CHEYENNE, WYOMING 82003

PHONE: 307-632-3144

FAX: 307-632-6645

OWNERSHIP OF DOCUMENTS:

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C.

Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2011

CONTACT PERSON(S):

CONTRACTING OFFICER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

ENVIRONMENTAL CONSULTANT

CONTACT PERSON:

CONTRACTING OFFICER REPRESENTATIVE:

CAPTAIN MICHAEL PACHEL

P (307)772−6427

FIRE PROTECTION ENGINEER

HUGHES ASSOCIATES, INC.

2 GARDEN CENTER, SUITE 204

BROOMFIELD, CO 80020−7009

P (303) 439−0485 F (303) 439−7160

CONTACT PERSON

DAVID TOMECEK

7/20/2011 9:11:07 PM

CHEYENNE, WYOMING

A1.01

1ST FLOOR OVERALL PLAN

BUILDING 16

04−30−02

WYOMING AIR NATIONAL GUARD

WESTERN RESEARCH AND DEVELOPEMENT, LTD.

5908 YELLOWSTONE RD., SUITE B

CHEYENNE, WYOMING 82009

P 307.632.5656 F 307.348.9445

GARY GRIGSBY, P.E.

STRUCTURAL SOLUTIONS MARTIN/MARTIN

4020 LARAMIE ST.

CHEYENNE, WYOMING 82001

P 307.637.8422 F 307.637.4022

DEREK SWANSON, P.E., S.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST. SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

GABE HERRERA, P.E.

MKK CONSULTING ENGINEERS, INC.

500 WEST 18TH ST., SUITE 200

CHEYENNE, WYOMING 82001

P 307.634.7647 F 307.638.6094

RICK SHIELDS, ROCHELLE MELLOTTT,

P.E.

LIME GREEN DESIGN

900 E. LOUISIANA AVE., SUITE 209

DENVER, COLORADO 80210

P 303.733.7558 F 303.733.0959

LISA LANGER, ANNE DESJARDINS

CAPT. JASON SALSGIVER

P (307) 772−5131

REPAIR HQ / TRAINING / HANGAR COMPLEX

DPEZ972047

KEN TOBIN, AIA

MATT TREDENNICK, ASSOCIATE AIA

100% Bid Docuements July 22, 2011

CENTURY ENVIRONMENTAL HYGENE, LCC

1720 MULBERRY ST., SUITE 200

FORT COLLINS, COLORADO 80521

P 970.266.8000

JIM DENNISON

1/16" = 1’−0"A1.01

1 FIRST FLOOR OVERALL PLAN

N

PLAN NORTH

N

TRUE NORTH

A B

CD

KEY PLAN

DN

UP

REF.

UP

REF.

DN

UP

UP

FD

FD

FD FD

FD

FD

FD

REF.

REF.

REF.

FD

A5.012

A5.01

A5.02

A5.01

A A

B B

C C

D D

E E

F F

20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 13’ − 11 1/2"

6’ − 0 1/2"

20’ − 0"

6’ − 0 1/2"

13’ − 11 1/2" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0" 20’ − 0"

0’

/2

/2

OPEN TO BELOW

A6.01

A6.01

A6.01

A6.01

A6.01

A6.01

A6.02

A6.02

A6.02

A6.02

400’ − 0"

0’

0’

A5.02 2

A5.02

A6.03

A6.03

E.1 E.1

E.2 E.2

E.3 E.3

E.4 E.4

E.5

E.5

E.6 E.6

A5.026A5.025 A5.02 4

AA AA

9.1

9.1

11.1

11.1

A6.01

A6.01

AREA − B

AREA − C

AREA − A

AREA − D

A R

E A

A

A R

E A

B

A R

E A

A

A R

E A

B

AREA A

A2.01

AREA B

A2.02

AREA C

A2.03

AREA D

A2.04

A10.06

12 A11.07

FLOOR PLAN GENERAL NOTES

DEMOUNTABLE PARTITIONS

DEMOUNTABLE PARTITIONS SHOWN ON THIS SHEET (SEE

LEGEND BELOW) ARE SHOWN IN GREATER DETAIL ON SHEETS

A13.01 THROUGH A13.44.

ADDITIONAL SECTIONS

SOME SECTIONS AND DETAILS WHICH ARE REFERENCED ON

ENLARGED PLAN SHEETS ARE NOT SHOWN ON THIS SHEET.

RAISED ACCESS FLOORING

AREAS "A" AND "B" WILL EMPLOY UNDERFLOOR AIR

DISTRIBUTION IN A RAISED ACCESS FLOORING SYSTEM.

PORTIONS OF ROOM M229−LECTURE HALL AS WELL AS THE

RAMP IN ROOM M230−GATHERING AREA WILL USED RAISED

ACCESS FLOORING AS WELL. SEE SHEETS A2.50 AND A2.60 FOR

MORE INFORMATION.

WALL TYPES

SEE SHEET G1.02 FOR WALL TYPES.

INTUMESCENT PAINT

ALL STEEL STRUCTURE IS TO BE PROVIDED WITH A 1−HR

INTUMESCENT COATING, DESIGN TO BE SUBMITTED PRIOR TO

APPLICATION.

TOBIN & ASSOCIATES

ARCHITECTURE / PLANNING

CONSULTANTS:

DATEISSUE

PLOTTED ON:

PROJECT #:

1820 DILLON AVENUE, SUITE 200A

CHEYENNE, WYOMING 82003

PHONE: 307-632-3144

FAX: 307-632-6645

OWNERSHIP OF DOCUMENTS:

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Tobin & Associates, P.C.

Tobin & Associates, P.C. are the author of this document and retain all common law, statutory and other reserved rights, including copyright. This document is not to be used, in whole or part, for any other project without the written authorization of Tobin & Associates, P.C. Copyright 2011

CONTACT PERSON(S):

CONTRACTING OFFICER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LANDSCAPE ARCHITECT

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

CONTACT PERSON:

ENVIRONMENTAL CONSULTANT

CONTACT PERSON:

CONTRACTING OFFICER REPRESENTATIVE:

CAPTAIN MICHAEL PACHEL

P (307)772−6427

FIRE PROTECTION ENGINEER

HUGHES ASSOCIATES, INC.

2 GARDEN CENTER, SUITE 204

BROOMFIELD, CO 80020−7009

P (303) 439−0485 F (303) 439−7160

CONTACT PERSON

DAVID TOMECEK

7/20/2011 9:11:16 PM

CHEYENNE, WYOMING

A1.02

2ND FLOOR OVERALL PLAN

BUILDING 16

04−30−02

WYOMING AIR NATIONAL GUARD

WESTERN…