RICHMOND ARMORY RTA SET 7-16-20.pdf

D-1

DEMOLITION PLAN

DEMOLITION PLAN

S C A L E: 3/32" = 1'-0"

26'-0"

146'-4"

40'-4" 59'-0" 21'-0"

1'-0"

1'-0"

5'-8"

1'-0"

1'-0"

1'-0"

10'-8" 5'-4" 10'-8" 5'-4" 10'-8" 5'-4" 10'-8" 5'-4" 6'-8" 5'-4" 10'-8" 5'-4" 10'-8" 5'-4" 10'-8" 5'-4" 10'-8"

1'-0"

9'-0"

216'-8"

20'-0"

1'-0"

4'-0"3'-0"14'-0"

1'-11"

15'-7"

6"

4'-8"

8"

17'-0"

6"

15'-6"14'-2"

6"

4'-8"

6"

15'-6"

6"

13'-2" 9'-0"

1'-0"

OFFICE SPACE

BRIGADE

COMMANDER

OFFICE

OFFICE SPACE

OFFICE

OFFICE

OFFICE

CORRIDOR

LOBBY

VAULT

6"

19'-4"

4'-8"

1'-0"

1'-0"

10'-7" 5'-0" 7'-7" 5'-4" 4'-8" 5'-4" 35'-4" 3'-4" 13'-4" 5'-4"

2'-6"

18'-4"

8"

13'-0"

8"

36'-0"

8"

16'-4"

8"

5'-0"

8"

8'-0"

1'-0"

7'-6"

6"

3'-6"

6"

8'-9"

1 2

12'-4"

8"

3'-8"

8"

33'-0" 19'-4"

6"

33'-0"

VAULT

WOMEN

JANITOR

SHOWER

MEN

DRY

OFFICE

OFFICE

OFFICE

MECH. ROOM

OPEN AREA

OPEN AREA

OFFICE

UNIT STORAGE

IT

COMPUTER

ROOM

CONFERENCE

ROOM

ASSEMBLY HALL

CLASSROOM

1'-0"

12'-0"

8"

8'-0"

6" 8"

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

1'-9"

8'-8"

8"

7'-6"

31'-2" 3'-4" 4'-8" 16'-0" 11'-2"

2'-8"

3'-4" 5'-4" 12'-0" 3'-10" 31'-10"

FOOD

STOR

FOOD PREP

SCULLERY

FLAM

STOR

4'-0"

1 4

5 8

R A

M P

D

O W

N

RAMP DOWN

CLASSROOM

STORAGE

D N

D N

RECRUITING

OFFICE

MECHANICAL

WAITING

AREA

OFFICE

5'-4"10'-8"5'-4"10'-8"5'-4"10'-8"5'-4"

OFFICE

OFFICE

ADMINISTRATION

OFFICE SPACE

CORRIDOR

1'-2"

25'-0"

8"

26'-6"

8"

3'-4"

6"

17'-4"

6"

4"

UNIT STORAGE

SPACE

SUPPLY SGT.

OFFICE

ARMS VAULT

MECHANICAL

MEN'S

RESTROOM

WOMEN'S

SHOWER

D N

R A

M P

D O

W N

3 4

6"

4'-0" 5'-4"

6"6"

7'-4"

6"

12'-0"

28'-10" 14'-4"

LEARNING

CENTER

STORAGE

CORRIDOR

L O

C K

E R

S

OFFICE

L O

C K

E R

S

LOCKERS

LOCKERS

WALL TO BE REMOVED

NO ARCHITECTURAL IMPROVEMENTS IN THIS AREA

INDICATES REMOVAL OF FINISH OR MATERIAL

GENERAL: WORK DESCRIBED HEREIN INCLUDES THE SELECTIVE REMOVAL AND SUBSEQUENT OFF-SITE DISPOSAL OF EXISTING BUILDING IMPROVEMENTS. THE

FOLLOWING DESCRIBED ITEMS REPRESENT THE GENERAL SCOPE OF WORK TO BE PERFORMED, BUT SHOULD NOT BE CONSTRUED AS ALL-INCLUSIVE.

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL IMPROVEMENTS REQUIRED FOR COMPLETE INSTALLATION OF ALL NEW IMPROVEMENTS CALLED OUT IN THE

CONTRACT DOCUMENTS. NO WORK SHALL PROCEED UNTIL CONTRACTOR HAS MET ALL PRE-CONSTRUCTION REQUIREMENTS. WHERE REMOVING EXTERIOR DOORS

OR STOREFRONTS, CONTRACTOR SHALL REMOVE ONLY THOSE DOORS AND FRAMING THAT CAN BE REPLACED OR OPENINGS SECURED AT THE END OF EACH WORK

DAY.

§ REFER TO ARCHITECTURAL DRAWING SHEETS D-1FOR ADDITIONAL INFORMATION.

§ REFER TO SPECIFICATION SECTION 01550 FOR ADDITIONAL SELECTIVE DEMOLITION REQUIREMENTS.

§ REFER TO PROJECT MANUAL SECTION 03350 FOR CLEANING AND GRINDING CONCRETE FLOOR TO RECEIVE SPECIALTY CONCRETE FINISHING.

§ REFER TO PROJECT MANUAL SECTION 04200 FOR MASONRY TUCK POINTING AND REPAIR.

§ REFER TO PROJECT MANUAL SECTION 09760 FOR CLEANING, SHOT BLASTING AND GRINDING CONCRETE FLOOR TO RECEIVE BROADCAST EPOXY FINISHING

SYSTEM.

PHOTOGRAPH EXISTING CONDITIONS OF STRUCTURE, SURFACES AND EQUIPMENT INCLUDING ADJOINING FINISHED AREAS, WINDOWS, GLASS AND GLAZING AND

IMPROVEMENTS NOT CALLED OUT TO BE REMOVED THAT MAY BE MISCONSTRUED AS DAMAGE RELATED TO REMOVAL OPERATIONS. FILE WITH ARCHITECT AND

OWNER'S REPRESENTATIVE PRIOR TO START OF WORK.

SHOWER AND LATRINE AT NORTHWEST CORNER OF THE BUILDING WILL REMAIN IN CONTINUOUS OPERATION DURING CONSTRUCTION. ADJACENT ENTRANCE AND

PARKING AREAS OTHER THAN THOSE SPECIFICALLY SET ASIDE FOR CONTRACTOR'S USE WILL REMAIN IN CONTINUOUS USE. CONTRACTOR SHALL PROVIDE

PROTECTED ACCESS TO THE OCCUPIED AREA AND SHALL PRESERVE AND PROTECT ALL EXISTING BUILDING IMPROVEMENTS, ALL COMPLETED WORK AND ALL

MILITARY AND PRIVATELY OWNED EQUIPMENT.

UTILITIES TO THE OCCUPIED AREAS SHALL NOT BE INTERRUPTED WITHOUT EXPRESSED APPROVAL OF THE OWNER.

THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF THOSE ITEMS OR STRUCTURES TO BE DEMOLISHED. SELECTIVE DEMOLITION GENERALLY

INCLUDES THE FOLLOWING:

1. REMOVE AND DISPOSE OF EXISTING FIXED AND OPERABLE ALUMINUM WINDOWS AND FRAMING, GLASS, WINDOW BLINDS, BRACKETS, ANCHORS, CLIPS, AND

RETAINERS AT ALL LOCATIONS SHOWN. REMOVE SEALANTS THAT WOULD BE EXPOSED TO VIEW UPON INSTALLATION OF NEW WINDOWS. THOROUGHLY CLEAN

SURROUNDING BRICK AND CONCRETE MASONRY. DO NOT REMOVE WINDOWS EXCEPT WHERE NEW WINDOWS OR SECURE ENCLOSURES CAN BE INSTALLED THE

SAME DAY.

2. REMOVE AND DISPOSE OF EXISTING STOREFRONT FRAMING, GLASS, DOORS, DOOR HARDWARE, ANCHORS & BRACKETS. REMOVE CAULKING AND THOROUGHLY

CLEAN SURROUNDING BRICK AND CONCRETE MASONRY SURFACES. DO NOT REMOVE STOREFRONT EXCEPT WHERE NEW SYSTEM OR SECURE ENCLOSURE CAN

BE INSTALLED THE SAME DAY.

3. REMOVE AND DISPOSE OF EXISTING ACOUSTIC TILE CEILING INCLUDING ALL CEILING PANELS, SUSPENSION SYSTEM, EDGE MOLDING AND SUPPORT WIRES. TIE

UP AND TEMPORARILY SUPPORT EXISTING LIGHT FIXTURES, DUCTWORK, COMMUNICATIONS AND DATA CABLING. REFER TO MECHANICAL AND ELECTRICAL

DRAWINGS.

4. TEMPORARILY REMOVE AND PRESERVE EXISTING ACOUSTIC CEILING PANELS AT ALL LOCATIONS WHERE ABOVE CEILING WORK IS PERFORMED . PANELS ARE TO

BE SET ASIDE FOR REINSTALLATION UPON COMPLETION OF ABOVE CEILING WORK. COORDINATE WORK WITH AFFECTED TRADES.

5. REMOVE OF AND PROPERLY DISPOSE OF VINYL TILE FLOORING AND VINYL OR RUBBER WALL BASE INCLUDING FLOOR AND BASE MASTIC.

6. REMOVE FLOORING INSTALLED OVER VINYL TILE FLOORING. REFER TO ITEM 5 ABOVE FOR REMOVAL OF TILE SUBSTRATE.

7. REMOVE EXISTING CERAMIC TILE FLOORING AND MUD COAT ON TOP OF EXISTING FLOOR SLAB.

8. SELECTIVE CUTTING, REMOVAL AND DISPOSAL OF EXISTING CONCRETE FLOOR SLAB WHERE SHOWN OR AS

OTHERWISE REQUIRED TO ACCOMMODATE NEW IMPROVEMENTS. REFER TO SECTION 03300 FOR CONCRETE SLAB MATERIAL AND PLACEMENT. REFER TO

PLUMBING DRAWINGS FOR NEW UNDER-SLAB PIPING INSTALLATIONS.

9. REMOVE AND DISPOSE OF TOILET PARTITIONS, TOILET ACCESSORIES, SHOWER FLOORS, CURBS, BENCHES AND

ASSOCIATED HARDWARE. SHOWER FLOORS SHALL BE REMOVED TO LEVEL OF EXISTING CONCRETE FLOOR WHERE

SLAB IS NOT CALLED OUT TO BE REMOVED. ALL FLOOR FINISHES SHALL BE REMOVED.

10.CLEAN AND GRIND CONCRETE FLOORS TO RECEIVE STAIN FINISH UNDER SECTION 03350.

11.SHOTBLASTING AND GRINDING OF EXISTING CONCRETE SURFACES SCHEDULED TO RECEIVE BROADCAST EPOXY

FINISHING SYSTEM UNDER SECTION 09760.

12.REMOVE AND DISPOSE OF HOLLOW METAL DOORS AND FRAMES. REMOVE DOOR HARDWARE AND TURN OVER TO OWNER.

13.REMOVE AND DISPOSE OF CMU MATERIAL TO PROVIDE NEW OPENINGS IN EXISTING CMU PARTITION. REMOVAL INCLUDES GROUTING, POINTING AND REPAIR OF

EXISTING CMU PARTITIONS DAMAGED OR DISTURBED BY DEMOLITION OPERATIONS. REFER TO SECTION 01045 CUTTING AND PATCHING, SECTION 04200 MASONRY

FOR ADDITIONAL REQUIREMENTS.

14.REMOVAL AND DISPOSE OF CMU PARTITION WALLS INCLUDING REMOVAL OF ALL IMBEDDED STRUCTURAL COMPONENTS, MECHANICAL AND ELECTRICAL DEVICES

AND CONDUIT IMBEDDED IN OR ATTACHED TO THE PARTITION WALL SURFACES. WALL SHALL BE REMOVED DOWN TO THE FLOOR SLAB. REINFORCING, GROUT

AND MORTARS SHALL BE GROUND OFF AND FILLED AS REQUIRED TO LEAVE A UNIFORM FLOOR SURFACE SUITABLE TO ACCEPT INSTALLATION OF NEW FINISHES.

WHERE MECHANICAL OR ELECTRICAL COMPONENTS SUPPORTED BY THE PARTITION WALL ARE TO REMAIN IN PLACE, TIE UP OR OTHERWISE SECURE UNTIL

PERMANENT SUPPORTS ARE INSTALLED. REFER TO ELECTRICAL DEMOLITION DRAWINGS FOR DISCONNECTING ELECTRIC CIRCUITS, COMMUNICATIONS AND

DATA CABLING PRIOR TO WALL REMOVAL. , POINT AND REPAIR EXISTING ADJOINING CMU PARTITIONS DAMAGED OR DISTURBED BY DEMOLITION OPERATIONS.

15.REMOVE AND DISPOSE OF METAL FRAME AND GYPSUM BOARD PARTITIONS INCLUDING REMOVAL OF ALL MECHANICAL AND ELECTRICAL DEVICES AND CONDUIT

IMBEDDED IN OR ATTACHED TO THE WALL SURFACES. WALL SHALL BE REMOVED DOWN TO THE FLOOR SLAB. BASE PLATE FASTENERS SHALL BE GROUND OFF

AND FILLED AS REQUIRED TO LEAVE A UNIFORM FLOOR SURFACE SUITABLE TO ACCEPT INSTALLATION OF NEW FINISHES. WHERE MECHANICAL OR ELECTRICAL

COMPONENTS SUPPORTED BY THE PARTITION ARE TO REMAIN IN PLACE, TIE UP OR OTHERWISE SECURE UNTIL PERMANENT SUPPORTS ARE INSTALLED. REFER

TO ELECTRICAL DEMOLITION DRAWINGS FOR DISCONNECTING ELECTRIC CIRCUITS, COMMUNICATIONS AND DATA CABLING PRIOR TO WALL REMOVAL.

16.COMPLETE CLEANING AND REMOVAL OF ALL SURFACE CONTAMINANTS, OILS AND WAXES ON ALL SLAB

AREAS TO RECEIVE NEW FLOORING SYSTEMS. REMOVAL SHALL BE THROUGH APPLICATION OF CLEANING AGENTS, STEAM OR OTHER APPROPRIATE CLEANING

METHODS. POWER WASHING AS PART OF THE CLEANING PROCESS MAY BE EMPLOYED AS LONG AS PROVISIONS ARE MADE TO PROTECT ELECTRICAL DEVICES, OPENINGS AND DOORWAYS INTO AREAS NOT SCHEDULED TO RECEIVE WORK.

REMOVAL OF ASBESTOS CONTAINING MATERIALS:

1. SHOULD THE CONTRACTOR ENCOUNTER MATERIALS IN THE WORK AREA OTHER THAN THOSE SPECIFICALLY IDENTIFIED UNDER SECTION 01550, THAT ARE

REASONABLY BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB), OR OTHER CLASSIFIED HAZARDOUS SUBSTANCES/MATERIALS WHICH HAVE NOT

BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND

ARCHITECT IN WRITING. THE CONTRACTOR SHALL ADJUST HIS SEQUENCE OF DEMOLITION TO PROCEED WITH WORK IN UNAFFECTED AREAS. WORK IN THE

AFFECTED AREA SHALL NOT RESUME UNTIL THE CONDITION IS FULLY INVESTIGATED, AND A DETERMINATION IS MADE AS TO THE NATURE OF THE

SUBSTANCE/MATERIAL. WORK IN THE AFFECTED AREA SHALL BE RESUMED ONLY IN THE ABSENCE OF CLASSIFIED HAZARDOUS SUBSTANCES/MATERIALS OR

WHEN IT (OR THEY) HAVE BEEN RENDERED HARMLESS, AND THEN BY WRITTEN AGREEMENT OF THE OWNER AND CONTRACTOR. REFER TO GENERAL

CONDITIONS, ARTICLE 11 - PROTECTION OF WORK, PROPERTY, EMPLOYEES AND PUBLIC.

LEGEND

DMA - RICHMOND READINESS CENTER INTERIOR MODERNIZATION

RICHMOND, KENTUCKY

35'-0"18'-10"12'-8"46'-11" 19'-0"

16'-0"

17'-0" 16'-0"

5"

17'-3"

24'-0"

20'-0"

OFFICE

OFFICE

DEMOLITION NOTES:

N

ABOVE

ABOVE

ABOVE

ABOVE

ABOVE

ABOVE

CUT SLAB 1-6"

WIDE TO

RECEIVE

TRENCH DUCT

REMOVE PANEL &

TRACK TURN OVER TO

OWNER

REMOVE TOP SOIL

& PREPARE AREA

TO RECEIVE

EQUIPMENT PAD

EXISTING

PAD

DISCONNECT AND

DISMOUNT EXISTING

MOTORIZED SCREEN

RETAIN SCREEN AND

REINSTALL

A1C-7783

D-2

NORTH ELEVATION

SOUTH ELEVATION

WEST ELEVATION

S C A L E: 3/32" = 1'-0"

S C A L E: 3/32" = 1'-0"

S C A L E: 3/32" = 1'-0"

DMA - RICHMOND READINESS CENTER INTERIOR MODERNIZATION

RICHMOND, KENTUCKY

DEMOLITION EXTERIOR ELEVATIONS

EAST ELEVATION

S C A L E: 3/32" = 1'-0"

162'-0"

3'-0" 18'-10"3'-0"

2'-8"

1'-0"

12'-0"7'-4"9'-10"68'-10"28'-8"

9'-0"

216'-8"

10'-8"

1'-0"

5'-4"10'-8" 10'-8"5'-4" 10'-8"5'-4" 6'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 18'-8"5'-4"

K E N T U C K Y

N A T I O N A L

G U A R D

A R M O R Y

19'-0"

216'-8"

25'-0"6'-0" 45'-4" 5'-4"6'-4" 3'-0" 4'-10" 16'-0" 11'-2" 6'-0" 12'-2" 3'-8" 31'-10" 20'-0"

162'-0"

1'-2"

19'-0" 65'-0"3'-0"

2'-4"

7'-3"12'-9"

1'-10"

32'-8" 17'-0"

DEMOLITION NOTES:

1'-0"

RECRUITING

OFFICE

LADDER LADDER

5'-10

6'-7

'6'-7

'6'-7

'6'-7

4'-0"12'-0"4'-2"7'-5" 4'-2" 3'-0"

3'-11

GENERAL: WORK DESCRIBED HEREIN INCLUDES THE SELECTIVE REMOVAL AND SUBSEQUENT OFF-SITE DISPOSAL OF EXISTING BUILDING IMPROVEMENTS. THE

FOLLOWING DESCRIBED ITEMS REPRESENT THE GENERAL SCOPE OF WORK TO BE PERFORMED, BUT SHOULD NOT BE CONSTRUED AS ALL-INCLUSIVE.

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL IMPROVEMENTS REQUIRED FOR COMPLETE INSTALLATION OF ALL NEW IMPROVEMENTS CALLED OUT IN THE

CONTRACT DOCUMENTS. NO WORK SHALL PROCEED UNTIL CONTRACTOR HAS MET ALL PRE-CONSTRUCTION REQUIREMENTS. WHERE REMOVING EXTERIOR DOORS

OR STOREFRONTS, CONTRACTOR SHALL REMOVE ONLY THOSE DOORS AND FRAMING THAT CAN BE REPLACED OR OPENINGS SECURED AT THE END OF EACH WORK

DAY.

§ REFER TO ARCHITECTURAL DRAWING SHEETS D-1FOR ADDITIONAL INFORMATION.

§ REFER TO SPECIFICATION SECTION 01550 FOR ADDITIONAL SELECTIVE DEMOLITION REQUIREMENTS.

§ REFER TO PROJECT MANUAL SECTION 03350 FOR CLEANING AND GRINDING CONCRETE FLOOR TO RECEIVE SPECIALTY CONCRETE FINISHING.

§ REFER TO PROJECT MANUAL SECTION 04200 FOR MASONRY TUCK POINTING AND REPAIR.

§ REFER TO PROJECT MANUAL SECTION 09760 FOR CLEANING, SHOT BLASTING AND GRINDING CONCRETE FLOOR TO RECEIVE BROADCAST EPOXY FINISHING

SYSTEM.

PHOTOGRAPH EXISTING CONDITIONS OF STRUCTURE, SURFACES AND EQUIPMENT INCLUDING ADJOINING FINISHED AREAS, WINDOWS, GLASS AND GLAZING AND

IMPROVEMENTS NOT CALLED OUT TO BE REMOVED THAT MAY BE MISCONSTRUED AS DAMAGE RELATED TO REMOVAL OPERATIONS. FILE WITH ARCHITECT AND

OWNER'S REPRESENTATIVE PRIOR TO START OF WORK.

SHOWER AND LATRINE AT NORTHWEST CORNER OF THE BUILDING WILL REMAIN IN CONTINUOUS OPERATION DURING CONSTRUCTION. ADJACENT ENTRANCE AND

PARKING AREAS OTHER THAN THOSE SPECIFICALLY SET ASIDE FOR CONTRACTOR'S USE WILL REMAIN IN CONTINUOUS USE. CONTRACTOR SHALL PROVIDE

PROTECTED ACCESS TO THE OCCUPIED AREA AND SHALL PRESERVE AND PROTECT ALL EXISTING BUILDING IMPROVEMENTS, ALL COMPLETED WORK AND ALL

MILITARY AND PRIVATELY OWNED EQUIPMENT.

UTILITIES TO THE OCCUPIED AREAS SHALL NOT BE INTERRUPTED WITHOUT EXPRESSED APPROVAL OF THE OWNER.

THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF THOSE ITEMS OR STRUCTURES TO BE DEMOLISHED. SELECTIVE DEMOLITION GENERALLY

INCLUDES THE FOLLOWING:

1. REMOVE AND DISPOSE OF EXISTING FIXED AND OPERABLE ALUMINUM WINDOWS AND FRAMING, GLASS, WINDOW BLINDS, BRACKETS, ANCHORS, CLIPS, AND

RETAINERS AT ALL LOCATIONS SHOWN. REMOVE SEALANTS THAT WOULD BE EXPOSED TO VIEW UPON INSTALLATION OF NEW WINDOWS. THOROUGHLY CLEAN

SURROUNDING BRICK AND CONCRETE MASONRY. DO NOT REMOVE WINDOWS EXCEPT WHERE NEW WINDOWS OR SECURE ENCLOSURES CAN BE INSTALLED THE

SAME DAY.

2. REMOVE AND DISPOSE OF EXISTING STOREFRONT FRAMING, GLASS, DOORS, DOOR HARDWARE, ANCHORS & BRACKETS. REMOVE CAULKING AND THOROUGHLY

CLEAN SURROUNDING BRICK AND CONCRETE MASONRY SURFACES. DO NOT REMOVE STOREFRONT EXCEPT WHERE NEW SYSTEM OR SECURE ENCLOSURE CAN

BE INSTALLED THE SAME DAY.

3. REMOVE AND DISPOSE OF EXISTING ACOUSTIC TILE CEILING INCLUDING ALL CEILING PANELS, SUSPENSION SYSTEM, EDGE MOLDING AND SUPPORT WIRES. TIE

UP AND TEMPORARILY SUPPORT EXISTING LIGHT FIXTURES, DUCTWORK, COMMUNICATIONS AND DATA CABLING. REFER TO MECHANICAL AND ELECTRICAL

DRAWINGS.

4. TEMPORARILY REMOVE AND PRESERVE EXISTING ACOUSTIC CEILING PANELS AT ALL LOCATIONS WHERE ABOVE CEILING WORK IS PERFORMED . PANELS ARE TO

BE SET ASIDE FOR REINSTALLATION UPON COMPLETION OF ABOVE CEILING WORK. COORDINATE WORK WITH AFFECTED TRADES.

5. REMOVE OF AND PROPERLY DISPOSE OF VINYL TILE FLOORING AND VINYL OR RUBBER WALL BASE INCLUDING FLOOR AND BASE MASTIC.

6. REMOVE FLOORING INSTALLED OVER VINYL TILE FLOORING. REFER TO ITEM 5 ABOVE FOR REMOVAL OF TILE SUBSTRATE.

7. REMOVE EXISTING CERAMIC TILE FLOORING AND MUD COAT ON TOP OF EXISTING FLOOR SLAB.

8. SELECTIVE CUTTING, REMOVAL AND DISPOSAL OF EXISTING CONCRETE FLOOR SLAB WHERE SHOWN OR AS

OTHERWISE REQUIRED TO ACCOMMODATE NEW IMPROVEMENTS. REFER TO SECTION 03300 FOR CONCRETE SLAB MATERIAL AND PLACEMENT. REFER TO

PLUMBING DRAWINGS FOR NEW UNDER-SLAB PIPING INSTALLATIONS.

9. REMOVE AND DISPOSE OF TOILET PARTITIONS, TOILET ACCESSORIES, SHOWER FLOORS, CURBS, BENCHES AND

ASSOCIATED HARDWARE. SHOWER FLOORS SHALL BE REMOVED TO LEVEL OF EXISTING CONCRETE FLOOR WHERE

SLAB IS NOT CALLED OUT TO BE REMOVED. ALL FLOOR FINISHES SHALL BE REMOVED.

10.CLEAN AND GRIND CONCRETE FLOORS TO RECEIVE STAIN FINISH UNDER SECTION 03350.

11.SHOTBLASTING AND GRINDING OF EXISTING CONCRETE SURFACES SCHEDULED TO RECEIVE BROADCAST EPOXY

FINISHING SYSTEM UNDER SECTION 09760.

12.REMOVE AND DISPOSE OF HOLLOW METAL DOORS AND FRAMES. REMOVE DOOR HARDWARE AND TURN OVER TO OWNER.

13.REMOVE AND DISPOSE OF CMU MATERIAL TO PROVIDE NEW OPENINGS IN EXISTING CMU PARTITION. REMOVAL INCLUDES GROUTING, POINTING AND REPAIR OF

EXISTING CMU PARTITIONS DAMAGED OR DISTURBED BY DEMOLITION OPERATIONS. REFER TO SECTION 01045 CUTTING AND PATCHING, SECTION 04200 MASONRY

FOR ADDITIONAL REQUIREMENTS.

14.REMOVAL AND DISPOSE OF CMU PARTITION WALLS INCLUDING REMOVAL OF ALL IMBEDDED STRUCTURAL COMPONENTS, MECHANICAL AND ELECTRICAL DEVICES

AND CONDUIT IMBEDDED IN OR ATTACHED TO THE PARTITION WALL SURFACES. WALL SHALL BE REMOVED DOWN TO THE FLOOR SLAB. REINFORCING, GROUT

AND MORTARS SHALL BE GROUND OFF AND FILLED AS REQUIRED TO LEAVE A UNIFORM FLOOR SURFACE SUITABLE TO ACCEPT INSTALLATION OF NEW FINISHES.

WHERE MECHANICAL OR ELECTRICAL COMPONENTS SUPPORTED BY THE PARTITION WALL ARE TO REMAIN IN PLACE, TIE UP OR OTHERWISE SECURE UNTIL

PERMANENT SUPPORTS ARE INSTALLED. REFER TO ELECTRICAL DEMOLITION DRAWINGS FOR DISCONNECTING ELECTRIC CIRCUITS, COMMUNICATIONS AND

DATA CABLING PRIOR TO WALL REMOVAL. , POINT AND REPAIR EXISTING ADJOINING CMU PARTITIONS DAMAGED OR DISTURBED BY DEMOLITION OPERATIONS.

15.REMOVE AND DISPOSE OF METAL FRAME AND GYPSUM BOARD PARTITIONS INCLUDING REMOVAL OF ALL MECHANICAL AND ELECTRICAL DEVICES AND CONDUIT

IMBEDDED IN OR ATTACHED TO THE WALL SURFACES. WALL SHALL BE REMOVED DOWN TO THE FLOOR SLAB. BASE PLATE FASTENERS SHALL BE GROUND OFF

AND FILLED AS REQUIRED TO LEAVE A UNIFORM FLOOR SURFACE SUITABLE TO ACCEPT INSTALLATION OF NEW FINISHES. WHERE MECHANICAL OR ELECTRICAL

COMPONENTS SUPPORTED BY THE PARTITION ARE TO REMAIN IN PLACE, TIE UP OR OTHERWISE SECURE UNTIL PERMANENT SUPPORTS ARE INSTALLED. REFER

TO ELECTRICAL DEMOLITION DRAWINGS FOR DISCONNECTING ELECTRIC CIRCUITS, COMMUNICATIONS AND DATA CABLING PRIOR TO WALL REMOVAL.

16.COMPLETE CLEANING AND REMOVAL OF ALL SURFACE CONTAMINANTS, OILS AND WAXES ON ALL SLAB

AREAS TO RECEIVE NEW FLOORING SYSTEMS. REMOVAL SHALL BE THROUGH APPLICATION OF CLEANING AGENTS, STEAM OR OTHER APPROPRIATE CLEANING

METHODS. POWER WASHING AS PART OF THE CLEANING PROCESS MAY BE EMPLOYED AS LONG AS PROVISIONS ARE MADE TO PROTECT ELECTRICAL DEVICES, OPENINGS AND DOORWAYS INTO AREAS NOT SCHEDULED TO RECEIVE WORK.

REMOVAL OF ASBESTOS CONTAINING MATERIALS:

1. SHOULD THE CONTRACTOR ENCOUNTER MATERIALS IN THE WORK AREA OTHER THAN THOSE SPECIFICALLY IDENTIFIED UNDER SECTION 01550, THAT ARE

REASONABLY BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB), OR OTHER CLASSIFIED HAZARDOUS SUBSTANCES/MATERIALS WHICH HAVE NOT

BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND

ARCHITECT IN WRITING. THE CONTRACTOR SHALL ADJUST HIS SEQUENCE OF DEMOLITION TO PROCEED WITH WORK IN UNAFFECTED AREAS. WORK IN THE

AFFECTED AREA SHALL NOT RESUME UNTIL THE CONDITION IS FULLY INVESTIGATED, AND A DETERMINATION IS MADE AS TO THE NATURE OF THE

SUBSTANCE/MATERIAL. WORK IN THE AFFECTED AREA SHALL BE RESUMED ONLY IN THE ABSENCE OF CLASSIFIED HAZARDOUS SUBSTANCES/MATERIALS OR

WHEN IT (OR THEY) HAVE BEEN RENDERED HARMLESS, AND THEN BY WRITTEN AGREEMENT OF THE OWNER AND CONTRACTOR. REFER TO GENERAL

CONDITIONS, ARTICLE 11 - PROTECTION OF WORK, PROPERTY, EMPLOYEES AND PUBLIC.

A1C-7784

IMPROVEMENTS PLAN

IMPROVEMENTS PLAN

A-1

S C A L E: 3/32" = 1'-0"

26'-0"

146'-4"

40'-4" 59'-0" 21'-0"

1'-0"

1'-0"

5'-8"

1'-0"

1'-0"

1'-0"

10'-8" 5'-4" 10'-8" 5'-4" 10'-8" 5'-4" 10'-8" 5'-4" 6'-8" 5'-4" 10'-8" 5'-4" 10'-8" 5'-4" 10'-8" 5'-4" 10'-8"

1'-0"

9'-0"

216'-8"

20'-0"

1'-0"

4'-0"3'-0"14'-0"

1'-11"

15'-7"

6"

4'-8"

8"

17'-0"

6"

15'-6"14'-2"

6"

4'-8"

6"

15'-6"

6"

13'-2"

9'-0"

1'-0"

6"

4'-8"

1'-0"

1'-0"

7'-7" 5'-4" 4'-8" 5'-4" 35'-4" 3'-4" 13'-4" 5'-4"

2'-6"

28'-10"

8"

13'-0"

8"

23'-8"

8"

16'-4"

8"

5'-0"

8"

8'-0"

1'-0"

12'-4"

8"

3'-8"

8"

33'-0" 19'-4"

6"

33'-0"

1'-0"

12'-0"

8"

8'-0"

6" 8"

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

1'-9"

8'-8"

8"

7'-6"

31'-2" 3'-4" 4'-8" 16'-0" 11'-2"

2'-8"

3'-2" 3'-10" 13'-8" 3'-10" 31'-10"

4'-0"

R A

W

N

RAMP DOWN

D N

5'-4"10'-8"5'-4"10'-8"5'-4"10'-8"5'-4"

1'-2"

25'-0"

8"

26'-6"

8"

3'-4"

6"

17'-4"

6"

4"

D N

R A

M P

D O

W N

6"

4'-0" 5'-4"

6"6"

7'-4"

6"

12'-0"

28'-10" 14'-4"

L O

C K

E R

S

NEW WALL - SEE TAG NOTES

NO ARCHITECTURAL IMPROVEMENTS IN THIS AREA

INDICATES NEW WINDOW TYPES. SEE DRAWINGS, SHEET A-2 & A-3 FOR WINDOW

ELEVATIONS AN DETAILS.

INDICATES NEW DOORS AND FRAMES

INDICATES EXISTING DOORS TO RECEIVE NEW HARDWARE

6"

6'-8"

DMA - RICHMOND READINESS CENTER INTERIOR MODERNIZATION

RICHMOND, KENTUCKY

10'-8

7'-8"

BRIGADE

COMMANDER

OFFICE

OFFICE

OFFICE

OFFICE

CORRIDOR

LOBBY

VAULT

LACTATION

OFFICE

OFFICE

OFFICE

MECH. ROOM

S4

OPEN AREA

CPOF

S6

IT

PLANS AND

PROTECTION

ASSEMBLY

HALL

CLASSROOM

MECHANICAL

ROOM

FOOD

STOR

FOOD PREP

SCULLERY

FLAM.

STOR.

CLASSROOM

STORAGE

OPEN OFFICE

MECHANICAL

WAITING

AREA

OFFICE

OFFICE

OFFICE

ADMINISTRATION

OFFICE SPACE

CORRIDOR

ARMS VAULT

MECHANICAL

MEN'S

RESTROOM

WOMEN'S

SHOWER

S-3/DCO

CORRIDOR

CORRIDOR

S1

OPEN AREA

OFFICE

S3

OFFICE SPACE

CONFERENCE

ROOM

DOCKING

STATION

UNIT STORAGE

SPACE

OFFICE

OFFICE

SUPPLY SGT.

OFFICE

INTEL/S2

BRIGADE

SURGEON

OFFICE

MEDICAL

OFFICE

MEDICAL

OFFICE

MEDICAL

OFFICE

CHAPLAIN

SPECIAL

STAFF

NBC

SGA

19'-4"35'-0"18'-10"

19'-0"16'-0"

D N

17'-0" 16'-0"

IMPROVEMENT NOTES:

LEGEND

4'-4"3'-4"4'-4"

10'-7" 5'-0"

L O

C K

E R

S

MEN

WOMEN

12'-4"

20'-9"

3'-7"

C

L

8'-5

3'-7"

C

L

9'-3"

6'-5"

9'-6"

JANITOR

GENERAL: WORK DESCRIBED HEREIN INCLUDES THE GENERAL SCOPE OF PROJECT IMPROVEMENTS TO BE PERFORMED. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS

AND PROJECT MANUAL DETERMINE THE GENERAL DESIGN AND LAYOUT OF MATERIALS AND EQUIPMENT. THE MATERIAL AND EQUIPMENT TO BE INSTALLED IS SUBJECT TO THE

REQUIREMENTS OF THE MANUFACTURER, BUT THE GENERAL LOCATION AND GENERAL DESIGN SHALL CORRESPOND TO THAT INDICATED BY THE DRAWINGS AND SPECIFICATIONS.

THE CONTRACT DRAWINGS, SPECIFICATIONS AND PROJECT MANUAL ARE INTENDED TO ADDRESS ALL WORK ENUMERATED UNDER THE RESPECTIVE HEADINGS. THE CONTRACTOR

SHALL NOT TAKE ADVANTAGE OF CONFLICT BETWEEN, OR ERROR IN, THE DOCUMENTS. SHOULD ANY CONFLICT BE DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY REQUEST

CLARIFICATION OF SUCH CONDITION PRIOR PROCEEDING WITH THE AFFECTED WORK.

THE TERMS “PROVIDE”, “FURNISH”, “FURNISH AND INSTALL”, AND SIMILAR TERMS SHALL BE INTERPRETED TO MEAN: FURNISH AND INSTALL COMPLETE, IN PLACE, AND READY FOR

USE.

PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS WHICH MAY AFFECT INSTALLATION, LOCATION, OR PROVISION OF MATERIALS, EQUIPMENT, ETC., OR CONSTRUCTION METHODS, AT THE PROJECT SITE. NO ADJUSTMENT IN THE CONTRACT WILL BE MADE DUE TO THE CONTRACTOR'S FAILURE TO PROPERLY

FIELD MEASURE CONDITIONS EFFECTING ITS WORK PRIOR TO ORDERING OF MATERIALS.

THE CONTRACTOR SHALL NOT, UNDER ANY CIRCUMSTANCES, SCALE DRAWINGS FOR MATERIAL QUANTITIES, THE LOCATION OF EQUIPMENT AND/OR OTHER WORK.

THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF THOSE ITEMS OR STRUCTURES UPON WHICH WORK IS TO BE PERFORMED. THE GENERAL SCOPE OF

IMPROVEMENTS INCLUDES THE FOLLOWING:

A. PROVIDE AND INSTALL NEW ALUMINUM WINDOWS, GLASS AND ASSOCIATED TRIM. REFER TO PROJECT MANUAL SECTION 08520. SEE DRAWINGS FOR WINDOW TYPES.

B. PROVIDE AND INSTALL NEW STOREFRONT FRAMING, DOORS AND GLASS. REFER TO PROJECT MANUAL SECTION 8410.

C. PROVIDE AND INSTALL NEW LIGHT GAGE METAL FRAMING AND GYPSUM BOARD PARTITIONS. REFER TO DRAWING SHEETS A-6, A-7 & A-8 FOR WALL TYPES AND LOCATIONS.

D. PROVIDE AND INSTALL NEW CONCRETE MASONRY PARTITIONS. REFER TO DRAWING SHEET A-7 FOR TYPE AND LOCATION.

E. PROVIDE AND INSTALL NEW LIGHT GAGE METAL STUD FURRING AND GYPSUM BOARD PARTITIONS. REFER TO DRAWING SHEETS A-6 & A-8 FOR WALL TYPES AND LOCATIONS.

F. PROVIDE AND INSTALL NEW CARPET TILE. REFER TO PROJECT MANUAL SECTION 09680 FOR CARPETING.

G. PROVIDE AND INSTALL NEW 4” VINYL WALL BASE AT ALL LOCATIONS WHERE NEW CARPET TILE OR POLISHED CONCRETE FLOORING IS INSTALLED. REFER TO PROJECT MANUAL

SECTION 09650.

H. PROVIDE AND INSTALL POLISHED CONCRETE FLOORING. REFER TO PROJECT MANUAL SECTION 03350.

I. PROVIDE AND INSTALL NEW PORCELAIN FLOOR AND WALL TILE. REFER TO PROJECT MANUAL SECTION 09300.

J. PROVIDE AND INSTALL NEW ACOUSTIC TILE CEILING INCLUDING ALL CEILING PANELS, SUSPENSION SYSTEMS AND EDGE MOLDINGS. REFER TO PROJECT MANUAL SECTION 09510.

K. PROVIDE AND INSTALL NEW SOLID SURFACE WALL CLADDING. REFER TO PROJECT MANUAL SECTION 09751.

L. PROVIDE AND INSTALL NEW SYNTHETIC SHOWER RECEPTORS. REFER TO PROJECT MANUAL SECTION 09752.

M. PROVIDE AND INSTALL BROADCAST EPOXY FLOORING SYSTEM. REFER TO PROJECT MANUAL SECTION 09760.

N. GROUT AND TOOTH IN NEW CONCRETE MASONRY UNITS AS REQUIRED TO ACHIEVE A UNIFORM OPENING OR WALL TERMINATION WHERE CONCRETE MASONRY UNITS ARE CUT

OUT OR REMOVED UNDER OTHER SECTIONS. REFER TO PROJECT MANUAL SECTION 04200.

O. PAINT ALL NEW AND EXISTING PARTITION WALLS AND GYPSUM BOARD / PLASTER CEILINGS AND SOFFITS IN ALL AREAS CALLED OUT TO RECEIVE PAINT. PRIME AND PAINT

MINIMUM 2-COATS ON ALL NEW GYPSUM BOARD. APPLY BLOCK FILLER AND MINIMUM 2-COATS PAINT ON ALL NEW CONCRETE MASONRY SURFACES. PRIME AND PAINT 2-COATS ON

ALL NEW METAL SURFACES. PAINT 2-COATS ON ALL EXISTING PAINTED SURFACES. REFER TO PROJECT MANUAL SECTION 09900.

P. PROVIDE AND INSTALL NEW SOLID SURFACE CASEWORK. REFER TO PROJECT MANUAL 06410.

Q. PROVIDE AND INSTALL NEW LOCKERS, BENCHES TOILET AND BATH ACCESSORIES. REFER TO PROJECT MANUAL SECTIONS 10500 AND 10800 RESPECTIVELY.

R. PROVIDE AND INSTALL DOOR FRAMES, DOORS AND HARDWARE AT NEW OPENINGS WHERE SCHEDULED. WHERE EXISTING DOORS AND/OR FRAMES ARE TO BE RETAINED, EVALUATE CONDITION OF EXISTING AND REPORT ANY UNSUITABLE MATERIAL TO THE OWNER. REFER TO SCHEDULE OF DOORS AND FRAMES FOR OPENING CONDITIONS. REFER

TO PROJECT MANUAL SECTION 08120 FOR HOLLOW METAL DOORS AND FRAMES. REFER TO PROJECT MANUAL SECTION 08700 FOR FINISH HARDWARE.

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS AND ASSOCIATED PROJECT MANUAL SECTIONS FOR PLUMBING, MECHANICAL AND ELECTRICAL IMPROVMENTS.

IMPROVEMENT NOTES - WINDOWS AND STOREFRONT:

ALUMINUM WINDOWS:

WINDOW OPENINGS SHALL BE PROVIDED WITH SUPPLEMENTAL TRIM INCLUDING CLOSURE TRIM AND PRE-FORMED SNAP-ON SILLS PROVIDED BY THE WINDOW MANUFACTURER AS

PART OF THE WINDOW SYSTEM AND SHALL CLOSELY MATCH THOSE PROFILES AND CONFIGURATIONS SHOWN.

WINDOWS SHALL MEET REQUIREMENTS OF GSA-TS01 - LATEST EDITION, DOD UNIFIED FACILITIES CRITERIA UFC 4-010-01 - LATEST EDITION, AND SHALL IN ACCORDANCE WITH GSA/ISC

GLAZING PROTECTION LEVELS BASED UPON FRAGMENT IMPACT LOCATIONS, AT MINIMUM ACHIEVE PERFORMANCE CONDITION 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL

REQUIRED CLIPS, ANGLES, FASTENERS, BRACKETS AND SUPPORTS NECESSARY FOR WINDOW INSTALLATION IN THE SUBSTRATES SHOWN.

PROVIDE INSECT SCREEN UNIT FOR ALL OPERABLE EXTERIOR SASH.

WINDOWS SHALL ACHIEVE THE FOLLOWING MINIMUM BLAST TEST RESULTS WHEN TESTED IN ACCORDANCE WITH ASTM F 1642-4.

ACHIEVED GSA PERFORMANCE CONDITION 2

HAZARD RATING - VERY LOW

PEAK BLAST PRESSURE-6.0

POSITIVE PHASE IMPULSE-42 PSI MSEC

AVERAGE DURATION-14 MSEC

OTHER CRITERIA SHALL BE AS CALLED OUT IN SECTION 08520 OF THE PROJECT MANUAL.

ALUMINUM ENTRANCES AND STOREFRONTS

ALUMINUM ENTRANCE & STOREFRONT FRAMING SHALL BE NOMINAL 2-1/2” X 5” STOREFRONT SYSTEM, CENTER PLANE FOR 1-5/16” IMPACT RESISTANT GLAZING. SCREW SPLINE

FABRICATION.

EXTERIOR ENTRANCE DOORS, 3-1/2” SIDE STILES, 3-1/2” TOP RAIL, 6-1/2” BOTTOM RAIL X 1-3/4” DEEP.

GLAZING REQUIREMENTS FOR ALUMINUM ENTRANCES AND STOREFRONT, ARE INCLUDED IN SECTION 08800 OF THE PROJECT MANUAL.

LOCK CYLINDERS AND HARDWARE ARE INCLUDED IN SECTION 08700 OF THE PROJECT MANUAL.

ENTRANCE AND STOREFRONT SYSTEMS SHALL MEET THE FOLLOWING STANDARDS:

AAMA 510-06, VOLUNTARY GUIDE SPECIFICATIONS FOR BLAST HAZARD MITIGATION FOR FENESTRATION SYSTEMS.

ASTM F 1642 STANDARD TEST METHOD FOR GLAZING AND GLAZING SYSTEMS SUBJECT TO AIRBLAST LOADING.

ASTM F 2248 STANDARD PRACTICE FOR SPECIFYING AND EQUIVALENT 3-SECOND DURATION DESIGN LEADING FOR BLAST RESISTANT GLAZING FABRICATED WITH LAMINATED GLASS, AS ADJUSTED BY UFC 4-010-01.

ASTM F 2927 STANDARD TEST METHOD FOR DOOR SYSTEMS SUBJECT TO AIRBLAST LOADINGS.

ASTM E 1300 STANDARD PRACTICE FOR DETERMINING LOAD RESISTANCE OF BLASTS IN BUILDINGS, AS ADJUSTED BY UFC 4-010-01.

DOD UNIFIED FACILITIES CRITERIA UFC 4-010-01, LATEST EDITION.

OTHER CRITERIA SHALL BE AS CALLED OUT IN SECTION 08410 OF THE PROJECT MANUAL.

SHEET NOTES:

1. WINDOW DIMENSIONS AS CALLED OUT UNLESS OTHERWISE STIPULATED ARE BASED UPON EXTERIOR ROUGH OPENING DIMENSIONS. COMBINED WINDOW WIDTH IN MULLED UNIT

APPLICATION IS REDUCED ¼” AT EACH INTERSECTING WALL OR METAL COLUMN. NO ADJUSTMENT IS MADE AT VERTICAL MULLIONS. NO ADDITIONAL DIMENSIONAL ALLOWANCES

FOR RECEPTORS, SPACERS, SHIMS, ETC. ARE INCLUDED. CONTRACTOR SHALL FIELD MEASURE ALL OPENINGS, BOTH INTERIOR AND EXTERIOR, AND MAKE NECESSARY

ADJUSTMENTS TO ACCOMMODATE ADDITIONAL COMPONENTS THAT MAY BE PROVIDED AS PART OF THE MANUFACTURER'S SYSTEM OR INSTALLATION PROCEDURE.

2. PROVIDE AND INSTALL NEW STOREFRONT ASSEMBLY AS SHOWN ON DRAWING SHEET A-6. PATCH AND REPAIR ALL SURROUNDING WALLS EXPOSED TO VIEW UPON INSTALLATION

OF THE NEW UNIT. GROUT OR OTHERWISE PATCH CONCRETE SLAB WHERE UNFINISHED SURFACE ALONG STOREFRONT IS EXPOSED.

3. SAND, FILL, PATCH AND PAINT INSIDE AND OUTSIDE FACES OF METAL DOORS AND FRAMES. CAULK AROUND PERIMETER OF ALL FRAMES. PAINT FACE.

4.

5. INSTALL NEW ACOUSTIC PANEL CEILING INCLUDING ALL RUNNERS, “T'S” AND EDGE MOLDING.

6. INSALL NEW CERAMIC FACED LAY-IN PANELS AND RUST RESISTANT GRID SYSTEM INCLUDING ALL RUNNERS, “T'S” AND EDGE MOLDING.

7. REINSTALL EXISTING ACOUSTIC PANELS AND CROSS “T's” WERE REMOVED TO ACCOMMODATE NEW WORK.

8. INSTALL NEW POLISHED CONCRETE FLOOR FINISH AND NEW VINYL WALL BASE.

9. FILL HOLES AND DEPRESSIONS AND PAINT LOBBY WALLS.

10.INSTALL NEW DOOR, FRAME AND HARDWARE.

11.INSTALL NEW MASONRY INFILL TO MATCH EXISTING WALL.

INSTALL NEW CONCRETE STOOP, STAIRS, RAMP, WALK AND HANDRAILS

C C C A A A A B A A A

A

E

15'-1"

F G O

F G O

F

30 32 33

F G O

F G O

F G O

F G O

F G O

F G O

F G O

F G O

F G O

F G O

J

J

J

J

J

34 35 36 41

F G O

F G O

F G O

F G O J

F G O J

G

G

G

G

F G O

F G O

F G O

O

G H O G H O

F G O

F G O

F G O

F G O

F G O

G H O

F G O

F G O

F G O

F G O

G H O

G H O

O

G H O

G H O

G O JF

G O JF

G O JF

G H O

G H O

G H O

D O G

O

OO

O

O

J

H

M

I

I KJ OL P Q

I J O P Q

M - BASE BID - BROADCAST EPOXY FLOORING

REFER TO ALT NO. 1 FOR PAINTING WALLS & CEILINGS

REFER TO ALT NO. 2 FOR ACOUSTIC PANELS WALL AND CEILING

NOTE: BOTH FACES OF ALL DOORS AND FRAMES TO BE PAINTED

UNDER BASE BID

G H O

K

H

H

G H O

G H O

6" WIDE

CHAIR RAIL

RACEWAY

SEE ELECT.

TRENCH DUCT

SEE DETAIL

B/A-1

X

X

X

N

D

ABOVE

ABOVE

ABOVE

ABOVE

ABOVE

ABOVE

REPAIR WALLS

AND SOFFIT

E

8'-8"

SLOPE

EXISTING

PAD

C

C

C

6" WIDE

CHAIR RAIL

RACEWAY

SEE ELECT.

C

NEW CONCRETE EQUIPMENT PADS SHALL BE MINIMUM 4" THICK

11' LENGTH AND 8'-8" WIDTH SHOWN. SUBBASE SHALL BE

COMPACTED CRUSHED STONE, MINIMUM 4" THICK. PADS SHALL

BE REINFORCED WITH 6X6 W X 1.4 X W1.4 WWF. SLOPE PAD

MINIMUM 1/8" PER FOOT AWAY FROM BUILDING WALL. REFER TO

PROJECT MANUAL SECTION 02515 FOR ADDITIONAL

REQUIREMENTS.

3-5/8"

NEW CONC.

PAD

FLOORING

TERMINATION SEE

DETAIL E-A-7

TYPICAL FLOOR

TRANSITION AT CARPET.

SEE DETAIL F/A-7

AT EXISTING CONTROL

JOINTS GROUT JOINT &

FILL WITH SEALANT. SEE

DETAIL D/A-7

TERMINATE

EPOXY UNDER

THRESHOLD AT

EXTERIOR DOORS

TYPICAL FLOOR TRANSITION

AT POLISHED CONCRETE. SEE

DETAIL E/A-7

TYPICAL FLOOR TRANSITION

AT POLISHED CONCRETE. SEE

DETAIL E/A-7

12" TRENCH DUCT

S C A L E: NTS

EXISTING

FOLDING PANEL.

REMOVE, CLEAN

AND REINSTALL

24"D X48"W X 34" H CASEWORK WITH

DOUBLE DOORS AND LOCKS.

VENTILATED MESH PANELS ON THE

SIDES AND PLASTIC LAMINATE TOP WITH

NO BACKSPLASH

A1C-7785

A-2

WINDOW A

S C A L E: 1/4" = 1'-0"

NORTH ELEVATION

EAST ELEVATION

S C A L E: 3/32" = 1'-0"

S C A L E: 3/32" = 1'-0"

WINDOW B

S C A L E: 1/4" = 1'-0"

WINDOW C WINDOW D WINDOW E

WINDOW DIMENSIONS

DIMENSIONS CALLED OUT UNLESS OTHERWISE

STIPULATED ARE BASED UPON EXISTING

EXTERIOR ROUGH OPENING DIMENSIONS. COMBINED

WINDOW WIDTH IN MULLED UNIT APPLICATIONS IS

REDUCED ¼” AT EACH INTERSECTING WALL OR

METAL COLUMN. NO ADJUSTMENT IS MADE AT VERTICAL

MULLIONS. NO ADDITIONAL DIMENSIONAL ALLOWANCES

FOR RECEPTORS, SPACERS, SHIMS, ETC. ARE INCLUDED.

CONTRACTOR SHALL FIELD MEASURE ALL

OPENINGS AND MAKE NECESSARY ADJUSTMENTS

TO ACCOMMODATE ADDITIONAL COMPONENTS

THAT MAY BE PROVIDED AS PART OF THE

MANUFACTURER'S SYSTEM OR INSTALLATION

PROCEDURE.

DISCLAIMER:

DRAWINGS ARE BASED UPON ARCHIVAL DRAWINGS PROVIDED BY THE OWNER, ENTITLED

NATIONAL GUARD ARMORY, RICHMOND, KENTUCKY. THE ARCHITECT MAKES NO

REPRESENTATIONS AS TO THE ACCURACY OF THE DOCUMENTS PROVIDED HIM OR TO

BUILDING MODIFICATIONS SUBSEQUENTLY MADE BY OTHERS WHICH MAY OR MAY NOT BE

DOCUMENTED IN DRAWING FORM. SHOULD THE CONTRACTOR ENCOUNTER EXISTING

CONDITIONS DIFFERING MATERIALLY FROM THOSE REPRESENTED ON THE DRAWINGS, WHICH

WOULD CAUSE MATERIAL CHANGES IN THE PERFORMANCE OF THE WORK, THE CONTRACTOR

SHALL CEASE WORK IN THAT AREA, SHALL NOTIFY THE ARCHITECT DESCRIBING THE NATURE

AND EXTEND OF THE DEVIATION ENCOUNTERED AND ITS RECOMMENDED COURSE OF ACTION.

THE CONTRACTOR IS TO PROCEED WITH OTHER WORK NOT AFFECTED BY THE CONDITION

ENCOUNTERED.

IMPROVEMENTS EXTERIOR ELEVATONS & DETAILS

DMA - RICHMOND READINESS CENTER INTERIOR MODERNIZATION

RICHMOND, KENTUCKY

K E N T U C K Y

N A T I O N A L

G U A R D

A R M O R Y

A

B

D

E

IMPROVEMENT NOTES:

I H J

A B C D E

S C A L E: 1/4" = 1'-0" S C A L E: 1/4" = 1'-0" S C A L E: 1/4" = 1'-0"

WINDOW F

S C A L E: 1/4" = 1'-0"

F

RECRUITING

OFFICE

LADDER LADDER

WINDOW G

S C A L E: 1/4" = 1'-0"

G

A A

A

A A A A C C C

10'-8"

3'-7" 3'-6" 3'-7"

6'-8"

3'-4" 3'-4"

3'-7" 3'-6" 3'-7"

10'-8"

7'-2"

6'-7 3/4"

5'-10 3/4"

2'-8"

9'-0"

216'-8"

10'-8"

1'-0"

5'-4"10'-8" 10'-8"5'-4" 10'-8"5'-4" 6'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 10'-8"5'-4" 18'-8"5'-4"

162'-0"

3'-0" 18'-10"3'-0"

2'-8"

1'-0"

12'-0"7'-4"9'-10"68'-10"28'-8"

5'-10

GENERAL: WORK DESCRIBED HEREIN INCLUDES THE GENERAL SCOPE OF PROJECT IMPROVEMENTS TO BE PERFORMED. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS

AND PROJECT MANUAL DETERMINE THE GENERAL DESIGN AND LAYOUT OF MATERIALS AND EQUIPMENT. THE MATERIAL AND EQUIPMENT TO BE INSTALLED IS SUBJECT TO THE

REQUIREMENTS OF THE MANUFACTURER, BUT THE GENERAL LOCATION AND GENERAL DESIGN SHALL CORRESPOND TO THAT INDICATED BY THE DRAWINGS AND SPECIFICATIONS.

THE CONTRACT DRAWINGS, SPECIFICATIONS AND PROJECT MANUAL ARE INTENDED TO ADDRESS ALL WORK ENUMERATED UNDER THE RESPECTIVE HEADINGS. THE CONTRACTOR

SHALL NOT TAKE ADVANTAGE OF CONFLICT BETWEEN, OR ERROR IN, THE DOCUMENTS. SHOULD ANY CONFLICT BE DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY REQUEST

CLARIFICATION OF SUCH CONDITION PRIOR PROCEEDING WITH THE AFFECTED WORK.

THE TERMS “PROVIDE”, “FURNISH”, “FURNISH AND INSTALL”, AND SIMILAR TERMS SHALL BE INTERPRETED TO MEAN: FURNISH AND INSTALL COMPLETE, IN PLACE, AND READY FOR

USE.

PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS WHICH MAY AFFECT INSTALLATION, LOCATION, OR PROVISION OF MATERIALS, EQUIPMENT, ETC., OR CONSTRUCTION METHODS, AT THE PROJECT SITE. NO ADJUSTMENT IN THE CONTRACT WILL BE MADE DUE TO THE CONTRACTOR'S FAILURE TO PROPERLY

FIELD MEASURE CONDITIONS EFFECTING ITS WORK PRIOR TO ORDERING OF MATERIALS.

THE CONTRACTOR SHALL NOT, UNDER ANY CIRCUMSTANCES, SCALE DRAWINGS FOR MATERIAL QUANTITIES, THE LOCATION OF EQUIPMENT AND/OR OTHER WORK.

THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF THOSE ITEMS OR STRUCTURES UPON WHICH WORK IS TO BE PERFORMED. THE GENERAL SCOPE OF

IMPROVEMENTS INCLUDES THE FOLLOWING:

A. PROVIDE AND INSTALL NEW ALUMINUM WINDOWS, GLASS AND ASSOCIATED TRIM. REFER TO PROJECT MANUAL SECTION 08520. SEE DRAWINGS FOR WINDOW TYPES.

B. PROVIDE AND INSTALL NEW STOREFRONT FRAMING, DOORS AND GLASS. REFER TO PROJECT MANUAL SECTION 8410.

C. PROVIDE AND INSTALL NEW LIGHT GAGE METAL FRAMING AND GYPSUM BOARD PARTITIONS. REFER TO DRAWING SHEETS A-6, A-7 & A-8 FOR WALL TYPES AND LOCATIONS.

D. PROVIDE AND INSTALL NEW CONCRETE MASONRY PARTITIONS. REFER TO DRAWING SHEET A-7 FOR TYPE AND LOCATION.

E. PROVIDE AND INSTALL NEW LIGHT GAGE METAL STUD FURRING AND GYPSUM BOARD PARTITIONS. REFER TO DRAWING SHEETS A-6 & A-8 FOR WALL TYPES AND LOCATIONS.

F. PROVIDE AND INSTALL NEW CARPET TILE. REFER TO PROJECT MANUAL SECTION 09680 FOR CARPETING.

G. PROVIDE AND INSTALL NEW 4” VINYL WALL BASE AT ALL LOCATIONS WHERE NEW CARPET TILE OR POLISHED CONCRETE FLOORING IS INSTALLED. REFER TO PROJECT MANUAL

SECTION 09650.

H. PROVIDE AND INSTALL POLISHED CONCRETE FLOORING. REFER TO PROJECT MANUAL SECTION 03350.

I. PROVIDE AND INSTALL NEW PORCELAIN FLOOR AND WALL TILE. REFER TO PROJECT MANUAL SECTION 09300.

J. PROVIDE AND INSTALL NEW ACOUSTIC TILE CEILING INCLUDING ALL CEILING PANELS, SUSPENSION SYSTEMS AND EDGE MOLDINGS. REFER TO PROJECT MANUAL SECTION 09510.

K. PROVIDE AND INSTALL NEW SOLID SURFACE WALL CLADDING. REFER TO PROJECT MANUAL SECTION 09751.

L. PROVIDE AND INSTALL NEW SYNTHETIC SHOWER RECEPTORS. REFER TO PROJECT MANUAL SECTION 09752.

M. PROVIDE AND INSTALL BROADCAST EPOXY FLOORING SYSTEM. REFER TO PROJECT MANUAL SECTION 09760.

N. GROUT AND TOOTH IN NEW CONCRETE MASONRY UNITS AS REQUIRED TO ACHIEVE A UNIFORM OPENING OR WALL TERMINATION WHERE CONCRETE MASONRY UNITS ARE CUT

OUT OR REMOVED UNDER OTHER SECTIONS. REFER TO PROJECT MANUAL SECTION 04200.

O. PAINT ALL NEW AND EXISTING PARTITION WALLS AND GYPSUM BOARD / PLASTER CEILINGS AND SOFFITS IN ALL AREAS CALLED OUT TO RECEIVE PAINT. PRIME AND PAINT

MINIMUM 2-COATS ON ALL NEW GYPSUM BOARD. APPLY BLOCK FILLER AND MINIMUM 2-COATS PAINT ON ALL NEW CONCRETE MASONRY SURFACES. PRIME AND PAINT 2-COATS ON

ALL NEW METAL SURFACES. PAINT 2-COATS ON ALL EXISTING PAINTED SURFACES. REFER TO PROJECT MANUAL SECTION 09900.

P. PROVIDE AND INSTALL NEW SOLID SURFACE CASEWORK. REFER TO PROJECT MANUAL 06410.

Q. PROVIDE AND INSTALL NEW LOCKERS, BENCHES TOILET AND BATH ACCESSORIES. REFER TO PROJECT MANUAL SECTIONS 10500 AND 10800 RESPECTIVELY.

R. PROVIDE AND INSTALL DOOR FRAMES, DOORS AND HARDWARE AT NEW OPENINGS WHERE SCHEDULED. WHERE EXISTING DOORS AND/OR FRAMES ARE TO BE RETAINED, EVALUATE CONDITION OF EXISTING AND REPORT ANY UNSUITABLE MATERIAL TO THE OWNER. REFER TO SCHEDULE OF DOORS AND FRAMES FOR OPENING CONDITIONS. REFER

TO PROJECT MANUAL SECTION 08120 FOR HOLLOW METAL DOORS AND FRAMES. REFER TO PROJECT MANUAL SECTION 08700 FOR FINISH HARDWARE.

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS AND ASSOCIATED PROJECT MANUAL SECTIONS FOR PLUMBING, MECHANICAL AND ELECTRICAL IMPROVMENTS.

IMPROVEMENT NOTES - WINDOWS AND STOREFRONT:

ALUMINUM WINDOWS:

WINDOW OPENINGS SHALL BE PROVIDED WITH SUPPLEMENTAL TRIM INCLUDING CLOSURE TRIM AND PRE-FORMED SNAP-ON SILLS PROVIDED BY THE WINDOW MANUFACTURER AS

PART OF THE WINDOW SYSTEM AND SHALL CLOSELY MATCH THOSE PROFILES AND CONFIGURATIONS SHOWN.

WINDOWS SHALL MEET REQUIREMENTS OF GSA-TS01 - LATEST EDITION, DOD UNIFIED FACILITIES CRITERIA UFC 4-010-01 - LATEST EDITION, AND SHALL IN ACCORDANCE WITH GSA/ISC

GLAZING PROTECTION LEVELS BASED UPON FRAGMENT IMPACT LOCATIONS, AT MINIMUM ACHIEVE PERFORMANCE CONDITION 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL

REQUIRED CLIPS, ANGLES, FASTENERS, BRACKETS AND SUPPORTS NECESSARY FOR WINDOW INSTALLATION IN THE SUBSTRATES SHOWN.

PROVIDE INSECT SCREEN UNIT FOR ALL OPERABLE EXTERIOR SASH.

WINDOWS SHALL ACHIEVE THE FOLLOWING MINIMUM BLAST TEST RESULTS WHEN TESTED IN ACCORDANCE WITH ASTM F 1642-4.

ACHIEVED GSA PERFORMANCE CONDITION 2

HAZARD RATING - VERY LOW

PEAK BLAST PRESSURE-6.0

POSITIVE PHASE IMPULSE-42 PSI MSEC

AVERAGE DURATION-14 MSEC

OTHER CRITERIA SHALL BE AS CALLED OUT IN SECTION 08520 OF THE PROJECT MANUAL.

ALUMINUM ENTRANCES AND STOREFRONTS

ALUMINUM ENTRANCE & STOREFRONT FRAMING SHALL BE NOMINAL 2-1/2” X 5” STOREFRONT SYSTEM, CENTER PLANE FOR 1-5/16” IMPACT RESISTANT GLAZING. SCREW SPLINE

FABRICATION.

EXTERIOR ENTRANCE DOORS, 3-1/2” SIDE STILES, 3-1/2” TOP RAIL, 6-1/2” BOTTOM RAIL X 1-3/4” DEEP.

GLAZING REQUIREMENTS FOR ALUMINUM ENTRANCES AND STOREFRONT, ARE INCLUDED IN SECTION 08800 OF THE PROJECT MANUAL.

LOCK CYLINDERS AND HARDWARE ARE INCLUDED IN SECTION 08700 OF THE PROJECT MANUAL.

ENTRANCE AND STOREFRONT SYSTEMS SHALL MEET THE FOLLOWING STANDARDS:

AAMA 510-06, VOLUNTARY GUIDE SPECIFICATIONS FOR BLAST HAZARD MITIGATION FOR FENESTRATION SYSTEMS.

ASTM F 1642 STANDARD TEST METHOD FOR GLAZING AND GLAZING SYSTEMS SUBJECT TO AIRBLAST LOADING.

ASTM F 2248 STANDARD PRACTICE FOR SPECIFYING AND EQUIVALENT 3-SECOND DURATION DESIGN LEADING FOR BLAST RESISTANT GLAZING FABRICATED WITH LAMINATED GLASS, AS ADJUSTED BY UFC 4-010-01.

ASTM F 2927 STANDARD TEST METHOD FOR DOOR SYSTEMS SUBJECT TO AIRBLAST LOADINGS.

ASTM E 1300 STANDARD PRACTICE FOR DETERMINING LOAD RESISTANCE OF BLASTS IN BUILDINGS, AS ADJUSTED BY UFC 4-010-01.

DOD UNIFIED FACILITIES CRITERIA UFC 4-010-01, LATEST EDITION.

OTHER CRITERIA SHALL BE AS CALLED OUT IN SECTION 08410 OF THE PROJECT MANUAL.

SHEET NOTES:

1. WINDOW DIMENSIONS AS CALLED OUT UNLESS OTHERWISE STIPULATED ARE BASED UPON EXTERIOR ROUGH OPENING DIMENSIONS. COMBINED WINDOW WIDTH IN MULLED UNIT

APPLICATION IS REDUCED ¼” AT EACH INTERSECTING WALL OR METAL COLUMN. NO ADJUSTMENT IS MADE AT VERTICAL MULLIONS. NO ADDITIONAL DIMENSIONAL ALLOWANCES

FOR RECEPTORS, SPACERS, SHIMS, ETC. ARE INCLUDED. CONTRACTOR SHALL FIELD MEASURE ALL OPENINGS, BOTH INTERIOR AND EXTERIOR, AND MAKE NECESSARY

ADJUSTMENTS TO ACCOMMODATE ADDITIONAL COMPONENTS THAT MAY BE PROVIDED AS PART OF THE MANUFACTURER'S SYSTEM OR INSTALLATION PROCEDURE.

2. PROVIDE AND INSTALL NEW STOREFRONT ASSEMBLY AS SHOWN ON DRAWING SHEET A-6. PATCH AND REPAIR ALL SURROUNDING WALLS EXPOSED TO VIEW UPON INSTALLATION

OF THE NEW UNIT. GROUT OR OTHERWISE PATCH CONCRETE SLAB WHERE UNFINISHED SURFACE ALONG STOREFRONT IS EXPOSED.

3. SAND, FILL, PATCH AND PAINT INSIDE AND OUTSIDE FACES OF METAL DOORS AND FRAMES. CAULK AROUND PERIMETER OF ALL FRAMES. PAINT FACE.

4.

5. INSTALL NEW ACOUSTIC PANEL CEILING INCLUDING ALL RUNNERS, “T'S” AND EDGE MOLDING.

6. INSALL NEW CERAMIC FACED LAY-IN PANELS AND RUST RESISTANT GRID SYSTEM INCLUDING ALL RUNNERS, “T'S” AND EDGE MOLDING.

7. REINSTALL EXISTING ACOUSTIC PANELS AND CROSS “T's” WERE REMOVED TO ACCOMMODATE NEW WORK.

8. INSTALL NEW POLISHED CONCRETE FLOOR FINISH AND NEW VINYL WALL BASE.

9. FILL HOLES AND DEPRESSIONS AND PAINT LOBBY WALLS.

10.INSTALL NEW DOOR, FRAME AND HARDWARE.

11.INSTALL NEW MASONRY INFILL TO MATCH EXISTING WALL.

INSTALL NEW CONCRETE STOOP, STAIRS, RAMP, WALK AND HANDRAILS

A1C-7786

A-3

SOUTH ELEVATION

WEST ELEVATION

S C A L E: 3/32" = 1'-0"

S C A L E: 3/32" = 1'-0"

DMA - RICHMOND READINESS CENTER INTERIOR MODERNIZATION

RICHMOND, KENTUCKY

IMPROVEMENTS EXTERIOR ELEVATONS & DETAILS

F

IMPROVEMENT NOTES:

G G G

G

K H H

31 53 67

WINDOW H

S C A L E: 3/8" = 1'-0"

WINDOW K

S C A L E: 3/8" = 1'-0"

WINDOW I

S C A L E: 3/8" = 1'-0"

WINDOW J

S C A L E: 3/8" = 1'-0"

H

I

J

K

16'-0"

2 1/4"

3'-9 3/8"

2"

3'-9 3/8"

2"

3'-9 3/8"

2"

3'-9 3/8"

2 1/4"

16'-0"

7'-11"

2"

3'-9 3/8"

2"

3'-9 3/8"

2 1/4"

16'-0"

2 1/4"

3'-9 3/8"

2"

3'-9 3/8"

2"

3'-9 3/8"

2"

3'-9 3/8"

2 1/4"

16'-0"

7'-11"

2"

3'-9 3/8"

2"

3'-9 3/8"

2 1/4"

19'-0"

216'-8"

25'-0"6'-0" 45'-4" 5'-4"6'-4" 3'-0" 4'-10" 16'-0" 11'-2" 6'-0" 12'-2" 3'-8" 31'-10" 20'-0"

1'-0"

162'-0"

1'-2"

19'-0"3'-0"

2'-4"

7'-3"12'-9"

1'-10"

32'-8" 17'-0"

6'-7

'6'-7

'6'-7

'6'-7

4'-0"12'-0"4'-2"7'-5" 4'-2" 3'-0"

3'-11

65'-0"

GENERAL: WORK DESCRIBED HEREIN INCLUDES THE GENERAL SCOPE OF PROJECT IMPROVEMENTS TO BE PERFORMED. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS

AND PROJECT MANUAL DETERMINE THE GENERAL DESIGN AND LAYOUT OF MATERIALS AND EQUIPMENT. THE MATERIAL AND EQUIPMENT TO BE INSTALLED IS SUBJECT TO THE

REQUIREMENTS OF THE MANUFACTURER, BUT THE GENERAL LOCATION AND GENERAL DESIGN SHALL CORRESPOND TO THAT INDICATED BY THE DRAWINGS AND SPECIFICATIONS.

THE CONTRACT DRAWINGS, SPECIFICATIONS AND PROJECT MANUAL ARE INTENDED TO ADDRESS ALL WORK ENUMERATED UNDER THE RESPECTIVE HEADINGS. THE CONTRACTOR

SHALL NOT TAKE ADVANTAGE OF CONFLICT BETWEEN, OR ERROR IN, THE DOCUMENTS. SHOULD ANY CONFLICT BE DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY REQUEST

CLARIFICATION OF SUCH CONDITION PRIOR PROCEEDING WITH THE AFFECTED WORK.

THE TERMS “PROVIDE”, “FURNISH”, “FURNISH AND INSTALL”, AND SIMILAR TERMS SHALL BE INTERPRETED TO MEAN: FURNISH AND INSTALL COMPLETE, IN PLACE, AND READY FOR

USE.

PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS WHICH MAY AFFECT INSTALLATION, LOCATION, OR PROVISION OF MATERIALS, EQUIPMENT, ETC., OR CONSTRUCTION METHODS, AT THE PROJECT SITE. NO ADJUSTMENT IN THE CONTRACT WILL BE MADE DUE TO THE CONTRACTOR'S FAILURE TO PROPERLY

FIELD MEASURE CONDITIONS EFFECTING ITS WORK PRIOR TO ORDERING OF MATERIALS.

THE CONTRACTOR SHALL NOT, UNDER ANY CIRCUMSTANCES, SCALE DRAWINGS FOR MATERIAL QUANTITIES, THE LOCATION OF EQUIPMENT AND/OR OTHER WORK.

THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF THOSE ITEMS OR STRUCTURES UPON WHICH WORK IS TO BE PERFORMED. THE GENERAL SCOPE OF

IMPROVEMENTS INCLUDES THE FOLLOWING:

A. PROVIDE AND INSTALL NEW ALUMINUM WINDOWS, GLASS AND ASSOCIATED TRIM. REFER TO PROJECT MANUAL SECTION 08520. SEE DRAWINGS FOR WINDOW TYPES.

B. PROVIDE AND INSTALL NEW STOREFRONT FRAMING, DOORS AND GLASS. REFER TO PROJECT MANUAL SECTION 8410.

C. PROVIDE AND INSTALL NEW LIGHT GAGE METAL FRAMING AND GYPSUM BOARD PARTITIONS. REFER TO DRAWING SHEETS A-6, A-7 & A-8 FOR WALL TYPES AND LOCATIONS.

D. PROVIDE AND INSTALL NEW CONCRETE MASONRY PARTITIONS. REFER TO DRAWING SHEET A-7 FOR TYPE AND LOCATION.

E. PROVIDE AND INSTALL NEW LIGHT GAGE METAL STUD FURRING AND GYPSUM BOARD PARTITIONS. REFER TO DRAWING SHEETS A-6 & A-8 FOR WALL TYPES AND LOCATIONS.

F. PROVIDE AND INSTALL NEW CARPET TILE. REFER TO PROJECT MANUAL SECTION 09680 FOR CARPETING.

G. PROVIDE AND INSTALL NEW 4” VINYL WALL BASE AT ALL LOCATIONS WHERE NEW CARPET TILE OR POLISHED CONCRETE FLOORING IS INSTALLED. REFER TO PROJECT MANUAL

SECTION 09650.

H. PROVIDE AND INSTALL POLISHED CONCRETE FLOORING. REFER TO PROJECT MANUAL SECTION 03350.

I. PROVIDE AND INSTALL NEW PORCELAIN FLOOR AND WALL TILE. REFER TO PROJECT MANUAL SECTION 09300.

J. PROVIDE AND INSTALL NEW ACOUSTIC TILE CEILING INCLUDING ALL CEILING PANELS, SUSPENSION SYSTEMS AND EDGE MOLDINGS. REFER TO PROJECT MANUAL SECTION 09510.

K. PROVIDE AND INSTALL NEW SOLID SURFACE WALL CLADDING. REFER TO PROJECT MANUAL SECTION 09751.

L. PROVIDE AND INSTALL NEW SYNTHETIC SHOWER RECEPTORS. REFER TO PROJECT MANUAL SECTION 09752.

M. PROVIDE AND INSTALL BROADCAST EPOXY FLOORING SYSTEM. REFER TO PROJECT MANUAL SECTION 09760.

N. GROUT AND TOOTH IN NEW CONCRETE MASONRY UNITS AS REQUIRED TO ACHIEVE A UNIFORM OPENING OR WALL TERMINATION WHERE CONCRETE MASONRY UNITS ARE CUT

OUT OR REMOVED UNDER OTHER SECTIONS. REFER TO PROJECT MANUAL SECTION 04200.

O. PAINT ALL NEW AND EXISTING PARTITION WALLS AND GYPSUM BOARD / PLASTER CEILINGS AND SOFFITS IN ALL AREAS CALLED OUT TO RECEIVE PAINT. PRIME AND PAINT

MINIMUM 2-COATS ON ALL NEW GYPSUM BOARD. APPLY BLOCK FILLER AND MINIMUM 2-COATS PAINT ON ALL NEW CONCRETE MASONRY SURFACES. PRIME AND PAINT 2-COATS ON

ALL NEW METAL SURFACES. PAINT 2-COATS ON ALL EXISTING PAINTED SURFACES. REFER TO PROJECT MANUAL SECTION 09900.

P. PROVIDE AND INSTALL NEW SOLID SURFACE CASEWORK. REFER TO PROJECT MANUAL 06410.

Q. PROVIDE AND INSTALL NEW LOCKERS, BENCHES TOILET AND BATH ACCESSORIES. REFER TO PROJECT MANUAL SECTIONS 10500 AND 10800 RESPECTIVELY.

R. PROVIDE AND INSTALL DOOR FRAMES, DOORS AND HARDWARE AT NEW OPENINGS WHERE SCHEDULED. WHERE EXISTING DOORS AND/OR FRAMES ARE TO BE RETAINED, EVALUATE CONDITION OF EXISTING AND REPORT ANY UNSUITABLE MATERIAL TO THE OWNER. REFER TO SCHEDULE OF DOORS AND FRAMES FOR OPENING CONDITIONS. REFER

TO PROJECT MANUAL SECTION 08120 FOR HOLLOW METAL DOORS AND FRAMES. REFER TO PROJECT MANUAL SECTION 08700 FOR FINISH HARDWARE.

REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS AND ASSOCIATED PROJECT MANUAL SECTIONS FOR PLUMBING, MECHANICAL AND ELECTRICAL IMPROVMENTS.

IMPROVEMENT NOTES - WINDOWS AND STOREFRONT:

ALUMINUM WINDOWS:

WINDOW OPENINGS SHALL BE PROVIDED WITH SUPPLEMENTAL TRIM INCLUDING CLOSURE TRIM AND PRE-FORMED SNAP-ON SILLS PROVIDED BY THE WINDOW MANUFACTURER AS

PART OF THE WINDOW SYSTEM AND SHALL CLOSELY MATCH THOSE PROFILES AND CONFIGURATIONS SHOWN.

WINDOWS SHALL MEET REQUIREMENTS OF GSA-TS01 - LATEST EDITION, DOD UNIFIED FACILITIES CRITERIA UFC 4-010-01 - LATEST EDITION, AND SHALL IN ACCORDANCE WITH GSA/ISC

GLAZING PROTECTION LEVELS BASED UPON FRAGMENT IMPACT LOCATIONS, AT MINIMUM ACHIEVE PERFORMANCE CONDITION 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL

REQUIRED CLIPS, ANGLES, FASTENERS, BRACKETS AND SUPPORTS NECESSARY FOR WINDOW INSTALLATION IN THE SUBSTRATES SHOWN.

PROVIDE INSECT SCREEN UNIT FOR ALL OPERABLE EXTERIOR SASH.

WINDOWS SHALL ACHIEVE THE FOLLOWING MINIMUM BLAST TEST RESULTS WHEN TESTED IN ACCORDANCE WITH ASTM F 1642-4.

ACHIEVED GSA PERFORMANCE CONDITION 2

HAZARD RATING - VERY LOW

PEAK BLAST PRESSURE-6.0

POSITIVE PHASE IMPULSE-42 PSI MSEC

AVERAGE DURATION-14 MSEC

OTHER CRITERIA SHALL BE AS CALLED OUT IN SECTION 08520 OF THE PROJECT MANUAL.

ALUMINUM ENTRANCES AND STOREFRONTS

ALUMINUM ENTRANCE & STOREFRONT FRAMING SHALL BE NOMINAL 2-1/2” X 5” STOREFRONT SYSTEM, CENTER PLANE FOR 1-5/16” IMPACT RESISTANT GLAZING. SCREW SPLINE

FABRICATION.

EXTERIOR ENTRANCE DOORS, 3-1/2” SIDE STILES, 3-1/2” TOP RAIL, 6-1/2” BOTTOM RAIL X 1-3/4” DEEP.

GLAZING REQUIREMENTS FOR ALUMINUM ENTRANCES AND STOREFRONT, ARE INCLUDED IN SECTION 08800 OF THE PROJECT MANUAL.

LOCK CYLINDERS AND HARDWARE ARE INCLUDED IN SECTION 08700 OF THE PROJECT MANUAL.

ENTRANCE AND STOREFRONT SYSTEMS SHALL MEET THE FOLLOWING STANDARDS:

AAMA 510-06, VOLUNTARY GUIDE SPECIFICATIONS FOR BLAST HAZARD MITIGATION FOR FENESTRATION SYSTEMS.

ASTM F 1642 STANDARD TEST METHOD FOR GLAZING AND GLAZING SYSTEMS SUBJECT TO AIRBLAST LOADING.

ASTM F 2248 STANDARD PRACTICE FOR SPECIFYING AND EQUIVALENT 3-SECOND DURATION DESIGN LEADING FOR BLAST RESISTANT GLAZING FABRICATED WITH LAMINATED GLASS, AS ADJUSTED BY UFC 4-010-01.

ASTM F 2927 STANDARD TEST METHOD FOR DOOR SYSTEMS SUBJECT TO AIRBLAST LOADINGS.

ASTM E 1300 STANDARD PRACTICE FOR DETERMINING LOAD RESISTANCE OF BLASTS IN BUILDINGS, AS ADJUSTED BY UFC 4-010-01.

DOD UNIFIED FACILITIES CRITERIA UFC 4-010-01, LATEST EDITION.

OTHER CRITERIA SHALL BE AS CALLED OUT IN SECTION 08410 OF THE PROJECT MANUAL.

SHEET NOTES:

1. WINDOW DIMENSIONS AS CALLED OUT UNLESS OTHERWISE STIPULATED ARE BASED UPON EXTERIOR ROUGH OPENING DIMENSIONS. COMBINED WINDOW WIDTH IN MULLED UNIT

APPLICATION IS REDUCED ¼” AT EACH INTERSECTING WALL OR METAL COLUMN. NO ADJUSTMENT IS MADE AT VERTICAL MULLIONS. NO ADDITIONAL DIMENSIONAL ALLOWANCES

FOR RECEPTORS, SPACERS, SHIMS, ETC. ARE INCLUDED. CONTRACTOR SHALL FIELD MEASURE ALL OPENINGS, BOTH INTERIOR AND EXTERIOR, AND MAKE NECESSARY

ADJUSTMENTS TO ACCOMMODATE ADDITIONAL COMPONENTS THAT MAY BE PROVIDED AS PART OF THE MANUFACTURER'S SYSTEM OR INSTALLATION PROCEDURE.

2. PROVIDE AND INSTALL NEW STOREFRONT ASSEMBLY AS SHOWN ON DRAWING SHEET A-6. PATCH AND REPAIR ALL SURROUNDING WALLS EXPOSED TO VIEW UPON INSTALLATION

OF THE NEW UNIT. GROUT OR OTHERWISE PATCH CONCRETE SLAB WHERE UNFINISHED SURFACE ALONG STOREFRONT IS EXPOSED.

3. SAND, FILL, PATCH AND PAINT INSIDE AND OUTSIDE FACES OF METAL DOORS AND FRAMES. CAULK AROUND PERIMETER OF ALL FRAMES. PAINT FACE.

4.

5. INSTALL NEW ACOUSTIC PANEL CEILING INCLUDING ALL RUNNERS, “T'S” AND EDGE MOLDING.

6. INSALL NEW CERAMIC FACED LAY-IN PANELS AND RUST RESISTANT GRID SYSTEM INCLUDING ALL RUNNERS, “T'S” AND EDGE MOLDING.

7. REINSTALL EXISTING ACOUSTIC PANELS AND CROSS “T's” WERE REMOVED TO ACCOMMODATE NEW WORK.

8. INSTALL NEW POLISHED CONCRETE FLOOR FINISH AND NEW VINYL WALL BASE.

9. FILL HOLES AND DEPRESSIONS AND PAINT LOBBY WALLS.

10.INSTALL NEW DOOR, FRAME AND HARDWARE.

11.INSTALL NEW MASONRY INFILL TO…