KRSM238_142063_IFC_20150323_Combined_34x22(5-18-15).pdf

PDF 37 MB Posted May 19, 2015

Attached to: Renovation and Repair Building 238
Solicitation number: FA8201-15-R-RENO
Issued by: Department of the Air Force Materiel Command Lifecycle Management Center Hill Air Force Base

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Amendment Three adding 08 33 13 and 34x22 (5-18-15)

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File	Type	Posted
FA8201-15-B-0001-0005.pdf	PDF	Jun 1, 2015
Drawing_Clarification_Document_1_June_2015.docx	DOCX document	Jun 1, 2015
Bid_Opening_Information.docx	DOCX document	May 27, 2015
Q_and_A__2.docx	DOCX document	May 21, 2015
Amendment_4.pdf	PDF	May 21, 2015
08_33_13_Rolling_Counter_Doors_-_Hill_AFB.pdf	PDF	May 19, 2015
Amendment_3.pdf	PDF	May 19, 2015
QA_Responses_RENO.docx	DOCX document	May 19, 2015
238_Pictures__4.zip	ZIP file	May 14, 2015
238_Pictures__3.zip	ZIP file	May 14, 2015
238_Pictures__2.zip	ZIP file	May 14, 2015
238_Pictures__1.zip	ZIP file	May 14, 2015
Building_238_Amendment_2.pdf	PDF	May 6, 2015
238_Site_Visit_List.docx	DOCX document	May 6, 2015
Building_238_Amendment_1.pdf	PDF	May 1, 2015
FA8201-15-B-0001_Solicitation.zip	ZIP file	Apr 27, 2015

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U P

XXXXXXXXXXXXXXXXXX

X X

5H LAT

2H2H 2H

2H 2H

X X

X X X X X X X X X X X X X X X

14 15

13.1 14.1

EXIST EXIST

EXIST

13.1 14.1

EXIST

XXXX

SECURE

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A I N

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A L

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E S

G - 101

SCALE 1/32" = 1'-0"

REFERENCE FLOOR PLAN

64'16'0 32'

KEYED NOTES

1. WORK AREA AND CONTRACTOR ACCESS ROUTE.

2. EXISTING OVERHEAD DOOR.

3. EXISTING SECURED OVERHEAD DOOR.

4. ACCESS TO ROOF FOR MECHANICAL INSTALLATION.

5. OFF-SITE STAGING/MATERIALS STORAGE AREA

AE101

B R

Y C

I S

H O

KEY PLAN

126 125 124

132 131

AISLE

A I S

L E

BUILDING 238

COMPOSITE SHOP

128129

U P

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

TIPM MAINTENANCE SHOP

AMADS

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X

X X X X X X X X X X

14 15

13.1 14.1

EXIST EXIST

EXIST

13.1 14.1

EXIST

AISLE

EXTERIOR

10'-0"

29'-4 1/2" ±

24'-3 1/4"

5'-10 1/2"

14'-9 1/4"

5'-9 3/4"

4'-0"

5 6 7 5 6 7

5 6 7

9 9

5 6 7

3 13

12 11

128129

CHIEF

BRANCH

SECTION

CHIEF

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13.1 14.1

EXIST EXIST

EXIST

13.1 14.1

EXIST

AISLE

EXTERIOR

5 6

5 6 5 6

5 6

M H

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N D

O R

AD101

8'0 4' 16'

SCALE 1/8" = 1'-0"

DEMOLITION PLAN - FIRST FLOOR - AREA 128 AND 129

8'0 4' 16'

SCALE 1/8" = 1'-0"

DEMOLITION PLAN - SECOND FLOOR - AREA 128 AND 129

KEY PLAN

126 125 124

132 131

AISLE

A I S

L E

BUILDING 238

COMPOSITE SHOP

EXISTING WALL, DOOR, WINDOW

SHOWN AS GRAY SOLID LINES SHALL

REMAIN.

EXISTING SHOWN AS BLACK DASHED

LINES SHALL BE DEMOLISHED.

DEMOLITION PLAN GENERAL NOTES

DEMOLITION PLAN KEYED NOTES

DEMOLITION PLAN LEGEND

EXISTING SECURITY WALL SHOWN AS

GRAY SOLID LINES. RE. KEYNOTE 19.

TEMPORARY SECURITY WALL

X X

APPROXIMATE LOCATION OF EXISTING

CHAIN-LINK FENCE.

A. COORDINATE W/ BASE PROJECT MANAGER MATERIALS, FIXTURES, FURNITURE,

EQUIPMENT, DOORS, WINDOWS, ETC. TO BE SALVAGED.

B. DEMOLISHED PLUMBING TO BE CAPPED. COORDINATE W/ PLUMBING AND

MECHANICAL DRAWINGS.

C. DUST PARTITION TO BE COMPLETE PRIOR TO DEMOLITION AND CONSTRUCTION.

D. SECURITY WALL TO BE COMPLETE PRIOR TO DEMOLITION AND CONSTRUCTION.

E. REFER TO PLUMBING PP101 FOR SLAB CUTTING OF NEW PLUMBING UTILITIES.

1. PROPOSED TEMPORARY SECURITY PARTITION FROM SLAB TO UNDERSIDE OF DECK

OR STRUCTURE, 3-5/8" METAL STUDS 24" O.C. W/ 1/2" GYP. BD. ON (1) SIDE JOINTS TO

BE TAPED (NO COMPOUND REQUIRED), PARTITION TO BE REMOVED UPON

COMPLETION OF WORK.

2. PROPOSED TEMPORARY DUST PARTITION FROM SLAB TO UNDERSIDE OF DECK,

METAL STUDS AT 24" O.C. W/ OPAQUE PLASTIC SHEATHING ON (1) SIDE, PARTITION TO

BE REMOVED UPON COMPLETION OF WORK.

3. OWNER TO RELOCATE TABLES, LOCKERS, FURNITURE, ETC. RE. KEYNOTE #3 ON

AE-101.

4. EXISTING EQUIPMENT ON EAST WALL TO BE SELECTIVELY DEMOLISHED OR

RELOCATED. REFER TO MECHANICAL MD101 AND ELECTRICAL ED101

5. DEMOLISH EXISTING EQUIPMENT, FURNITURE, AND FIXTURES FROM THIS AREA.

6. DEMOLISH CEILINGS, WALLS, FLOORS, FINISHES AND TWO-STORY STRUCTURE IN

THIS AREA.

7. CONCRETE SLAB ON GRADE TO REMAIN. SAW CUT/DEMOLISH EXISTING SLAB FOR

PLACEMENT OF NEW FOUNDATIONS.

8. EXISTING BUILDING SUPERSTRUCTURE TO REMAIN.

9. EXISTING ELEVATOR, ELEVATOR MACHINE ROOM, STAIRWAYS, RAILINGS, AND STAIR

STRUCTURE TO REMAIN.

10. EXISTING MEZZANINE, MEZZANINE STRUCTURE, AND RAILING TO REMAIN.

11. DEMOLISH TECTUM WALL PANEL SYSTEMS THIS AREA. TECTUM PANELS TO

REMAIN ABOVE AND ADJACENT TO AREA OF NEW WORK.

12. PANELS TO BE RELOCATED.

13. SALVAGE FENCE SECTIONS FOR FUTURE REINSTALLATION (FOR CONSTRUCTION

ACCESS TO WORK AREA). RE. KEYNOTE #15 ON AE101.

14. RELOCATE EXISTING BOXES/PANELS (2). RE. KEYNOTE #14 ON AE-101.

15. EXISTING CABLE TRAY TO BE TEMPORARILY SUPPORTED, RE. E-502.

16. EXISTING FULL-HEIGHT SECURITY PARTITION TO REMAIN.

17. PASSAGE CURTAIN ON POSITIVE PRESSURE SIDE W/ TEMPORARY ILLUMINATED

EXIT SIGNS.

18. EXISTING FENCE TO REMAIN.

19. EXISTING SECURITY WALL TO REMAIN.

20. EXISTING EYEWASH STATION TO BE RELOCATED, RE. PP-101.

21. SALVAGE & REUSE DOOR HARDWARE.

22. EXTEND TEMPORARY SECURITY WALL TO UNDERSIDE OF ROOF DECK.

23. ZONE SET ASIDE FOR TEMPORARY SECURITY WALL CONSTRUCTION.

24. SEE SD 101 FOR SLAB CUTS FOR STAIR SUPPORT THIS AREA.

TEMPORARY SECURITY WALL

DUST PARTITION W/ OPAQUE PLASTIC

SHEATHING

B R

Y C

I S

H O

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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

COMM RM

PRODUCTION

OFFICE

TOOL OFFICE

ENG. OFFICE

OFFICE

CONF. ROOM

HALL

OFFICE

STAIR

F E

X X X X X X X X X X X X X X X X X X X X X X X X X X

14 15

13.1 14.1

EXIST EXIST

EXIST

13.1 14.1

EXIST

XXXXXXX

X X

XXXXXXXXX

F E

AE401

2 1

1 2

AE301

14'-7" 14'-7"

10'-1 1/2" 4'-5 1/2"

11 1254

4 4

AE601

AE401

A X

E T

W E

A B

I N

E T

AE501

AE301

AE402

6'-1 1/4"3'-0"

4'-4"

3 1/2"

4 1/2"

80"

40"

U t i l i t y

C a b i n e t

OFFICE

COMM.

U P

D N

U P

D N

FEC

F E

14 15

13.1 14.1

EXIST EXIST

EXIST

13.1 14.1

EXIST

AE401

AE301

14'-7"14'-7"

AE401 8

AE501

12'-1"2

AE301

AE501

40"

M H

R E

P A

I C

O M

P L

E X

A I R

C R

A F

A I N

A C

L D

F L

O O

L A

O R

AE101

8'0 4' 16'

SCALE 1/8" = 1'-0"

FLOOR PLAN - FIRST FLOOR - AREA 128 AND 129

B R

Y C

I S

H O

EXISTING WALL

WALL TAG. SEE WALL TYPE DETAILS ON AE501.

DOOR TAG. SEE DOOR SCHEDULE, SHEET AE601

C.M.U. (CONCRETE MASONRY UNITS) WALL

EXISTING WALL FURRED WITH NEW METAL STUD

WALL

METAL STUD WALL W/ STC = 45

CONST. PLAN GENERAL NOTES

CONSTRUCTION KEYED NOTES

CONSTRUCTION PLAN LEGEND

EXISTING SECURITY WALL TO REMAIN

PROPOSED TEMPORARY SECURITY WALL

A. THE CONTRACTOR AND SUB-CONTRACTORS SHALL TAKE ALL NECESSARY

MEASURES TO MINIMIZE DISRUPTION OF USERS OF THE FACILITY DURING

DEMOLITION AND CONSTRUCTION ACTIVITIES. COORDINATE ALL WORK WITH

PHASING OF DUST WALLS AND SECURITY AS SHOWN ON AD-101.

B. VERIFY AND COORDINATE WITH ARCHITECT ANY DIMENSIONS NOT SHOWN.

C. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL FOR EQUIPMENT,

PLUMBING FIXTURES (SINKS, PLUMBING VENTS, ETC.) AND OPENINGS IN WALLS

AND/OR ROOF STRUCTURE.

D. DUST WALL TO BE COMPLETE PRIOR TO DEMOLITION AND CONSTRUCTION.

E. SECURITY WALL TO BE COMPLETE PRIOR TO DEMOLITION AND CONSTRUCTION.

1. TEMPORARY SECURITY WALL FROM SLAB TO UNDERSIDE OF DECK.

2. TEMPORARY DUST PARTITION FROM SLAB TO UNDERSIDE OF DECK.

3. RELOCATED TABLES, LOCKERS, FURNITURE, ETC. COORDINATE W/ BASE

PROJECT MANAGER. RE. KEYNOTE #3 ON AD-101.

4. FURNITURE AND EQUIPMENT, RE. C.I.D. PACKAGE.

5. BUILT-IN LAMINATE CLAD CASEWORK/MILLWORK AND COUNTERTOP.

6. 2 LEVEL STADIUM SEATING AREA (2.6.1.1.3).

7. INFILL EXISTING DOOR OPENING. FINISH FLUSH TO MATCH ADJACENT WALL.

8. NEW FIRE EXTINGUISHER CABINET, SEMI-RECESSED, RE: 4/AE401.

9. BRUSHED STAINLESS STEEL CORNER GUARD, 4'-0", INSTALL ABOVE NEW WALL

BASE.

10. FLAT SCREEN TELEVISION WALL MOUNT. PROVIDE WALL BLOCKING AS

REQUIRED. COORDINATE WITH ELECTRICAL AND DATA.

11. 3/4" FIRE RATED PLYWOOD ON SOUTH WALL (2.6.2.3.5).

12. RELOCATED EXISTING FIRE ALARM PANEL. COORDINATE W/ ELECTRICAL/DATA

AND BASE PROJECT MANAGER. SEE KEY NOTE #12 ON AD-101.

13. DOORSTOP W/ WALL BLOCKING.

14. RELOCATED BOXES/PANELS (2). SEE KEYNOTE #14 ON AD-101.

15. REINSTALL FENCE UPON REMOVAL OF DUST PARTITION & COMPLETION OF

WORK.

16. COMPUTER CABINET/MILLWORK W/ DATA & ELECTRICAL OUTLETS (2.6.1.1.7.2).

17. UTILITY CABINET.

18. RELOCATE EYEWASH STATION PER PP-101.

19. WALL MOUNTED GOV. FURNISHED, CONTRACTOR INSTALLED LED TV (80" AT

CONF. RM., 40" AT OFFICES) WITH ELECTRICAL, DATA & HMDI CABLE (2.6.1.1.7.1).

PROVIDE NECESSARY BLOCKING AT WALL TO ACCOMMODATE WALL MOUNTING.

20. SOUND ABSORBING CLOTH WALL PANELS W/ WOOD CHAIR RAIL, MOLDING, AND

COVE BASE, RE: ELEVATIONS ON AE402 (2.6.1.1.4)

21. WOOD HANDRAIL, 32" AFF (2.6.1.1.3).

22. WOOD STAIR NOSING, RE: 19/AE501.

23. HANDRAIL POST, RE: 13 & 18/AE402 AND 20/AE501.

METAL STUD WALL

METAL STUD WALL W/ STC = 50

8'0 4' 16'

SCALE 1/8" = 1'-0"

FLOOR PLAN - SECOND FLOOR - AREA 128 AND 129

KEY PLAN

126 125 124

132 131

AISLE

A I S

L E

BUILDING 238

COMPOSITE SHOP

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X

14 15

13.1 14.1

EXIST EXIST

EXIST

13.1 14.1

EXIST

XXXXXX

XXXXXXXXXX

AE301

COMM RM

PRODUCTION

OFFICE

TOOL OFFICE

ENG. OFFICE

OFFICE

CONF. ROOM

HALL

OFFICE

STAIR

Q E

EQEQ

AE601

AE301

14 15

13.1 14.1

EXIST EXIST

EXIST

13.1 14.1

EXIST

AE301

OFFICE

COMM.

12'-10"

3'-5 3/4"

EQEQ

4'-0"

E Q

4 5

AE301

VFY

M H

R E

P A

I C

O M

P L

E X

A I R

C R

A F

A I N

A C

L D

R C

O R

AE102

8'0 4' 16'

SCALE 1/8" = 1'-0"

RCP - FIRST FLOOR - AREA 128 AND 129

B R

Y C

I S

H O

8'0 4' 16'

SCALE 1/8" = 1'-0"

RCP - SECOND FLOOR - AREA 128 AND 129

KEY PLAN

126 125 124

132 131

AISLE

A I S

L E

BUILDING 238

COMPOSITE SHOP

2' x 2' LAY-IN ACOUSTICAL PANEL CEILING SYSTEM.

SUSPENDED GYPSUM BOARD CEILING OR SOFFIT.

9'-0"

CEILING HEIGHT FROM FLOOR

REFLECTED CEILING PLAN GENERAL

NOTES

REFLECTED CEILING PLAN KEYED NOTES

REFLECTED CEILING PLAN LEGEND

A. COORDINATE W/ BASE PROJECT MANAGER MATERIALS, FIXTURES, FURNITURE,

EQUIPMENT, DOORS, WINDOWS, ETC. TO BE SALVAGE.

B. DUST WALL TO BE COMPLETE PRIOR TO DEMOLITION AND CONSTRUCTION.

C. SECURITY WALL TO BE COMPLETE PRIOR TO DEMOLITION AND CONSTRUCTION.

D. CEILING HEIGHTS ARE 9'-0" AFF U.N.O.

E. INSTALL 3" ACOUSTICAL FOAM TO UNDERSIDE OF SECOND LEVEL STEEL DECK,

REFER TO BUILDING SECTIONS 1, 2, AND 3, DRAWING AE301.

1. TEMPORARY SECURITY WALL FROM SLAB TO UNDERSIDE OF DECK.

COORDINATE W/ BASE PROJECT MANAGER.

2. TEMPORARY DUST PARTITION FROM SLAB TO UNDERSIDE OF DECK.

COORDINATE W/ BASE PROJECT MANAGER.

3. SLOPED 5/8" TYPE "X" GYP. BD. UNDER STAIR. MAINTAIN MIN. 6'-8" CLEAR A.F.F.

4. STOP TOP OF WALL AT BOTTOM OF EXISTING BRIDGE CRANE.

5. PROVIDE TEMPORARY STOPS/BUMPERS AT EXISTING BRIDGE CRANE

OVERHEAD TRACK, SET STOPS/BUMPERS EAST OF TEMPORARY DUST WALL AS

REQUIRED FOR CRANE CLEARANCES, CONTRACTOR TO VERIFY CLEARANCES

REQUIRED.

6. EXISTING EAST SECTION OF ACOUSTICAL CEILING GRID TO BE REMOVED FOR

CONSTRUCTION OF NEW WEST SECURITY WALL, REINSTALL UPON COMPLETION OF

WORK

7. PAINT UNDER NEW STAIR PER S.I.D. PACKAGE.

8. MILLWORK BELOW.

AE103

AE301

3 4

14 15

S L

O P

1. PREFABRICATED

INSULATED CURB

W/ INTEGRAL

FLASHING.

2. TREATED WOOD

GROUND.

3. METAL CLOSER.

4. FIBER CANT.

5. RIGID ROOF

INSULATION.

6. EXISTING BUILT-UP

ROOFING, PATCH &

REPAIR.

7. EXISTING STEEL

ROOF DECK.

8. SAFING

INSULATION.

9. NEW STRUCTURAL

FRAMING FRAME

AROUND ROOF

OPENING.

10. MECHANICAL

UNIT.

1' -4

" M

1. PIPE BOOT

2. BOOT CLAMP

3. CAULKING

AROUND PIPE

PERIMETER

4.CAULK BOOT

PERIMETER

5. RIGID ROOF

INSULATION.

6. EXISTING BUILT-UP

ROOFING, PATCH &

REPAIR.

7. EXISTING STEEL

ROOF DECK.

8. SAFING

INSULATION.

9. STL PIPE AND

PLATE SUPPORT PER

STRUCT.

10. MECHANICAL

UNIT STRUCTURE.6

M H

J M

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P A

I C

O M

P L

E X

A I R

C R

A F

A I N

A C

L D

P A

R T

I A

O O

L A

AE103

8'0 4' 16'

SCALE 1/8" = 1'-0"

PARTIAL ROOF PLAN

KEY PLAN

126 125 124

132 131

AISLE

A I S

L E

BUILDING 238

COMPOSITE SHOP

APPROXIMATE LOCATION OF EXISTING ROOFTOP

HVAC TO REMAIN.

APPROXIMATE LOCATION OF EXISTING ROOF

CRICKET TO REMAIN.

KEYED NOTES

LEGEND

APPROXIMATE LOCATION OF EXISTING ROOF DRAIN

W/ OVERFLOW TO REMAIN.

1. EXISTING ROOF TO REMAIN. PATCH AND REPAIR AS REQUIRED.

2. NEW MECHANICAL UNIT.

3. ROOF CRICKET AT NEW MECHANICAL UNIT.

4. PATCH & REPAIR BUILT-UP ROOF AS REQUIRED.

5. APPROXIMATE LINE OF TI BELOW.

6. EXISTING MECHANICAL UNIT.

7. EXISTING EXPANSION JOINT.

8. EXISTING ROOF DRAIN W/ OVERFLOW.

9. EXISTING ROOF CRICKET

10. EXISTING STEEL BEAMS AT EXISTING MECHANICAL UNIT.

GENERAL NOTES

A. REFER TO G101 FOR LOCATION OF ROOF ACCESS NEAR EXISTING GRID LINES

26 AND F.

B. COORDINATE ROOF PATCH W/ ROOF WARRANTY.

SCALE 3" = 1'-0"

DETAIL - MECHANICAL CURB

SCALE 3" = 1'-0"

DETAIL - PIPE PENETRATION

B R

Y C

I S

H O

ENG. OFFICE

OFFICE

CONF. ROOM

OFFICE

AE302

AE301

AE302

SIM

J1J2J3J4J5J7K1 J6J8

EXIST

AE501

AE401

AISLE

AE301

AT STC WALL ONLY

6 7

25 25 25

CONF. ROOM

TOOL OFFICE

AE301

AE302

OFFICE

14.1 13.1

AE302

SIM

AE302

SIM

17 17 18

6 7

OFFICE

PRODUCTION

AE301

AE302

OFFICE

14.1 13.1

AE302

SIM

T E

M P

O R

A R

A L

L E

X I S

T I N

E M

A I N

3'-2"

MIN.

M H

J M

M H

R E

P A

I C

O M

P L

E X

A I R

C R

A F

A I N

A C

L D

P A

R T

I A

U I L

D I N

E C

T I O

N S

AE301

20SCALE 1/8" = 1'-0"

BUILDING SECTION

B R

Y C

I S

H O

KEY PLAN

126 125 124

132 131

AISLE

A I S

L E

BUILDING 238

COMPOSITE SHOP

SECTION GENERAL NOTES

A. THE CONTRACTOR AND SUB-CONTRACTORS SHALL TAKE ALL NECESSARY

MEASURES TO MINIMIZE DISRUPTION OF USERS OF THE FACILITY DURING

DEMOLITION AND CONSTRUCTION ACTIVITIES. COORDINATE ALL WORK WITH

PHASING OF DUST WALLS AND SECURITY AS SHOWN ON AD-101.

B. VERIFY AND COORDINATE WITH ARCHITECT ANY DIMENSIONS NOT SHOWN.

C. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL FOR EQUIPMENT,

PLUMBING FIXTURES (SINKS, PLUMBING VENTS, ETC.) AND OPENINGS IN WALLS

AND/OR ROOF STRUCTURE.

D. SEE 1/AE302 FOR WALL/PARTITION TYPES.

1. EXISTING FOOTER.

2. EXISTING CONC. SLAB ON GRADE.

3. EXISTING BUILDING SUPERSTRUCTURE.

4. NEW FOOTER.

5. NEW STEEL COLUMN BEYOND.

6. NEW STEEL BEAM.

7. STEEL DECK AND CONCRETE FLOOR.

8. NEW DUCTWORK.

9. EXISTING LIGHT FIXTURE.

10. NEW LIGHT FIXTURE.

11. LAY-IN OR GYP. BD. CEILING. SEE AE102.

12. MILLWORK.

13. WALL BASE.

14. BATT INSULATION.

15. STEEL ROOF DECK.

16. WALL BRACE, SEE 11/AE302.

17. EXISTING ROOFTOP HVAC UNIT.

18. NEW ROOFTOP HVAC UNIT.

19. ROOF CRICKET.

20. VERTICAL DUCT DROP.

21. STC = 50 CEILING, RE: GYPSUM ASSOCIATION WP FILE #3012

22. TEMPORARILY REMOVE EXISTING ACOUSTIC CEILING FOR WALL

CONSTRUCTION, REINSTALL UPON COMPLETION OF WORK.

23. TEMPORARY SECURITY WALL, RE: WALL/PARTITION TYPE 5, DETAIL 13/AE501.

24. TEMPORARY DUST PARTITION, RE: 14/AE501.

25. PROVIDE TEMPORARY STOPS/BUMPERS AT EXISTING BRIDGE CRANE

OVERHEAD TRACK. SET STOPS/BUMPERS EAST OF TEMPORARY DUST WALL AS

REQUIRED FOR CRANE CLEARANCES. CONTRACTOR TO VERIFY CLEARANCES

REQUIRED.

26. EXISTING SECURE OVERHEAD DOOR.

27. 3" SPRAY-ON ACOUSTIC FOAM DIRECT TO DECK (STC 37)

SECTION KEYED NOTES

8'0 4' 16'

SCALE 1/8" = 1'-0"

BUILDING SECTION

8'0 4' 16'

SCALE 1/8" = 1'-0"

BUILDING SECTION

8'0 4' 16'

WALL SECTION

SCALE: 3" = 1'-0" (RE: 1/AE301)11

3 5/8" 5/8"5/8" 4 7/8"

PROVIDE 250 S 125-18 STEEL

STUD DIAGONAL BRACING AT

8'-0" O.C. (ALTERNATE

DIRECTIONS) AND AT ALL

STRIKE SIDES OF DOOR

FRAMES. ATTACH TO

STRUCTURE ABOVE WITH (2)

7/16" TEK SCREWS; ATTACH

TO PARTITION TOP TRACK

WITH (2) 7/16" TEK SCREWS

METAL STUD TOP

TRACK

2 F

LIN

WALL SECTION - CONF. ROOM #111

SCALE: 3" = 1'-0" (RE: 1/AE301)5

112'-2" 2ND

WALL SECTION - STC 50

SCALE: 3" = 1'-0" (RE: 1/AE301)9

3 5/8" 5/8"1 1/4" 5 1/2"

05 30 00 STEEL DECK

METAL SLIP TRACK

METAL STUD TOP

TRACK

SOUND ATTENUATING

INSULATION

CONTINUOUS SOUND

ATTENUATION PLUGS

WALL ASSEMBLY TO EXTEND

TO UNDERSIDE OF FLOOR

DECK ABOVE

LAY-IN OR GYP. BOARD

CEILING AS OCCURS

WALL CHASE - TYP. COLUMN & PLUMBING

SCALE: 3" = 1'-0"15

2 1/2" 5/8" 3 1/8"

METAL STUD TOP

TRACK

09 51 00 LAY-IN OR 09

29 00 GYP. BOARD

CEILING AS OCCURS

2 F

LIN

WALL SECTION - SOUTH WALL AT EXISTING

SCALE: 3" = 1'-0" (RE: 1/AE301)13

5/8" 8 5/16"

2 F

LIN

EXISTING TECTUM TO

REMAIN ABOVE NEW

CONSTRUCTION

3 5/8" 5/8"1 1/4" 5 1/2"

METAL STUD BOTTOM TRACK;

RAMSET TO FLOOR AT 24"O.C.

WITH POWDER-ACTUATED

FASTENERS - ICBO#2388

BACKER ROD & SEALANT, BOTH

SIDES

CONF. ROOM

TIE EXISTING SOFFIT

BACK TO NEW STUD

WALL - FINISH TO

MATCH EXISTING

EXISTING METAL

WALL SYSTEM

TO REMAIN

EXISTING STEEL

STRUCTURE TO

REMAIN

112'-2" 2ND

3 5/8" 5/8" 4 7/8"

05 50 13 METAL BENT PLATE

METAL SLIP TRACK - SEE STRUCTURAL FOR

DEFLECTION

GA FILE No. WP 7051: (1) 1"X24" PROPRIETARY TYPE

'X' GYPSUM PANELS INSERTED BETWEEN 2-1/2"

CEILING J RUNNERS W/ 'T' SECTIONS OF 2-1/2 STEEL

C-T STUDS BETWEEN PANELS.

OPP. SIDE: BASE LAYER 1/2" PROPRIETARY TYPE 'X'

GYP. BD. @ RIGHT ANGLES TO STUDS W/ 1" TYPE 'S'

DRYWALL SCREWS 24" O.C. FACE LAYER 1/2"

PROPRIETARY TYPE 'X' GYP. BD. PARALLEL TO

STUDS W/ 1-5/8" TYPE 'S' DRYWALL SCREWS 12" O.C.

5/8"

09 51 00 LAY-IN

OR 09 29 00 GYP.

BOARD CEILING

AS OCCURS

WALL SECTION

SCALE: 3" = 1'-0" (RE: 2/AE301)

2 11

22 3

09 51 00 LAY-IN OR 09

29 00 GYP. BOARD

CEILING AS OCCURS

WALL BASE

STEEL BENT PLATE

05 30 00 STEEL DECK

METAL SLIP TRACK -

SEE STRUCTURAL FOR

DEFLECTION

METAL STUD TOP

TRACK

3" SPRAY-ON

ACOUSTIC FOAM,

DIRECT TO DECK

05 50 13 METAL BENT

PLATE

METAL SLIP TRACK -

SEE STRUCTURAL FOR

DEFLECTION

METAL STUD TOP

TRACK

05 12 00 STRUCT.

STEEL BEAM

SOUND ATTENUATION

INSULATION

STC

1-7/8" GLASS

FIBER INSULATION

CONTINUOUS FELT STRIP

05 50 13 METAL BENT PLATE

05 30 00 STEEL DECK

METAL SLIP TRACK - SEE STRUCTURAL FOR

DEFLECTION

GA FILE No. WP 6800: (1) 1"X24" PROPRIETARY TYPE

'X' GYPSUM PANELS INSERTED BETWEEN 2-1/2"

CEILING J RUNNERS W/ 'T' SECTIONS OF 2-1/2 STEEL

C-T STUDS BETWEEN PANELS.

OPP. SIDE: BASE LAYER 5/8" PROPRIETARY TYPE 'X'

GYP. BD. PARALLEL TO STUDS W/ 1" TYPE 'S'

DRYWALL SCREWS 12" O.C. OVER RESILIENT

CHANNELS 24" O.C. W/ 2-1/2" GLASS FIBER FICTION

FIT @ STUD SPACE.

CONTINUOUS SOUND

ATTENUATION PLUGS,

RE: 9/AE302, SIM.

CONTINUOUS FELT STRIP

3" SPRAY-ON ACOUSTIC FOAM,

DIRECT TO DECK

09 51 00 LAY-IN OR 09 29 00 GYP.

BOARD CEILING AS OCCURS

METAL STUD BOTTOM TRACK;

RAMSET TO FLOOR AT 24"O.C.

WITH POWDER-ACTUATED

FASTENERS - ICBO#2388

CONTINUOUS SOUND

ATTENUATION PLUGS, RE:

9/AE302

STC

METAL STUD BOTTOM TRACK;

RAMSET TO FLOOR AT 24"O.C.

WITH POWDER-ACTUATED

FASTENERS - ICBO#2388

BACKER ROD & SEALANT, BOTH

SIDES

WALL BASE, BOTH

SIDES

SCHEDULED FLOORING

WALL BASE, BOTH

SIDES

SCHEDULED FLOORING

WALL BASE, BOTH

SIDES

SCHEDULED FLOORING

METAL STUD BOTTOM TRACK;

RAMSET TO FLOOR AT 24"O.C.

WITH POWDER-ACTUATED

FASTENERS - ICBO#2388

WALL BASE, BOTH

SIDES

SCHEDULED FLOORING

WALL BASE, BOTH

SIDES

SCHEDULED FLOORING

PROVIDE 250 S 125-18 STEEL

STUD DIAGONAL BRACING AT

8'-0" O.C. (ALTERNATE

DIRECTIONS) AND AT ALL

STRIKE SIDES OF DOOR

FRAMES. ATTACH TO

STRUCTURE ABOVE WITH (2)

7/16" TEK SCREWS; ATTACH

TO PARTITION TOP TRACK

WITH (2) 7/16" TEK SCREWS

METAL STUD BOTTOM TRACK;

RAMSET TO FLOOR AT 24"O.C.

WITH POWDER-ACTUATED

FASTENERS - ICBO#2388

WALL BASE, BOTH

SIDES

SCHEDULED FLOORING

METAL STUD BOTTOM TRACK;

RAMSET TO FLOOR AT 24"O.C.

WITH POWDER-ACTUATED

FASTENERS - ICBO#2388

09 51 00 LAY-IN OR 09

29 00 GYP. BOARD

CEILING AS OCCURS

STC

09 51 00 LAY-IN

OR 09 29 00 GYP.

BOARD CEILING

AS OCCURS

INTERIOR SIDE

BACKER ROD & SEALANT

M H

J M

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P A

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O M

P L

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A I R

C R

A F

A I N

A C

L D

W A

T I O

N S

AE302

B R

Y C

I S

H O

STAIR

COMM.

COMM. RM.

STAIR

2'-0"

1'-0"

2'-0"18'-4"7'-1"

18'-4 3/4"8'-4 1/2"

AE401

112'-2" 2ND

100'-0" 1ST

5'-8"

100'-0" 1ST

112'-2" 2ND

1'-0"

5'-8"

5'-7"

20 22

A X

2'-4"

AE501

2'-6" 3'-4"

3'-0"

4'-4 1/4"

1 1/2"

3'-0" 3'-0" 3'-0" 3'-0"

454545

1'-4"

3'-0"3'-0"

1 1/2"

1'-0"1'-0"

1'-10"

2'-6"

1'-10"8"

2'-3" 2'-4"

1/2"

12 45

2'-3"2'-4"

1/2"

1. SEMI-RECESSED

FIRE EXTINGUISHER

CABINET, FINISH PER

S.I.D. PACKAGE.

2. VIEW WINDOW.

3. PULL HANDLE PER

ABA HEIGHT

REQUIREMENTS.

4. MOUNT TO WALL

STUD PER

MANUFACTURER'S

REQUIREMENTS.

10 1/2"

M H

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O M

P L

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A I R

C R

A F

A I N

A C

L D

S T

L W

O R

AE401

SCALE 1/4" = 1'-0"

ENLARGED PLAN - STAIR - 1ST FLOOR.

B R

Y C

I S

H O

SCALE 1/4" = 1'-0"

SECTION - NEW STAIRWAY

4'0 2' 8'

SCALE 1/4" = 1'-0"

ENLARGED PLAN - STAIR - 2ND FLOOR.

GENERAL NOTES

A. THE CONTRACTOR AND SUB-CONTRACTORS SHALL TAKE ALL NECESSARY

MEASURES TO MINIMIZE DISRUPTION OF USERS OF THE FACILITY DURING

DEMOLITION AND CONSTRUCTION ACTIVITIES. COORDINATE ALL WORK WITH

PHASING OF DUST WALLS AND SECURITY AS SHOWN ON AD-101.

B. VERIFY AND COORDINATE WITH ARCHITECT ANY DIMENSIONS NOT SHOWN.

C. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL FOR EQUIPMENT,

PLUMBING FIXTURES (SINKS, PLUMBING VENTS, ETC.) AND OPENINGS IN WALLS

AND/OR ROOF STRUCTURE.

D. DUST WALL TO BE COMPLETE PRIOR TO DEMOLITION AND CONSTRUCTION.

E. SECURITY WALL TO BE COMPLETE PRIOR TO DEMOLITION AND CONSTRUCTION.

1. STEEL STAIR STRINGER, PAINT (RE. SPEC. SECTION 05 51 00).

2. STEEL STAIR RISER, PAINT (RE. SPEC. SECTION 05 51 00).

3. CONCRETE TREAD W/ STEEL TREAD PAN, PAINT EXPOSED PORTIONS OF PAN

(RE 05 51 00).

4. 1-1/2" DIA. HANDRAIL, PAINT, WALL MOUNTED W/ BLOCKING AS REQUIRED (RE.

SPEC. SECTION 05 52 00).

5. 1-1/2" DIA. HANDRAIL, PAINT, SUPPORT POSTS MOUNTED TO STRINGER. RE.

STRUCTURAL (RE SPEC. SECTION 05 52 00).

6. DOORSTOP. W/ WALL BLOCKING.

7. WALL BASE.

8. 5/8" PLYWOOD SHEATHING AT ELECTRICAL/DATA EQUIPMENT MOUNTING.

9. MILLWORK FACE PANEL.

10. ADJUSTABLE SHELVING BEYOND.

11. MILLWORK SPACER STRIP @ WALL, MATCH MILLWORK FINISH.

12. COUNTERTOP

14. 4" BACKSPLASH.

15. MECHANICALLY FASTEN BASE TO FLOOR @ EA. CORNER. CASEWORK TO BE

MECHANICALLY FASTEN TO BASE.

16. PULL HANDLE & LOCK.

17. SIDE/END PANEL, MATCH MILLWORK FACE.

18. MILLWORK REAR PANEL, MATCH MILLWORK FACE.

19. MILLWORK JOINT APRON, MATCH MILLWORK PANEL.

20. CORE DRILL EXISTING SLAB @ PIPE GUARDRAIL.

21. 1-1/4" STEEL PIPE RAIL/CANE GUARD, PAINT.

22. CONCRETE FILL, FINISH FLUSH W/ EXISTING FLOOR.

23. FLOOR MOUNTED STEEL CANE STOP.

24. DEDICATED ELECTRICAL GFI OUTLET AT 5'-2" AFF.

25. MICROWAVE.

26. OPEN SHELF.

27. REFRIGERATOR W/ DEDICATED ELECTRICAL OUTLET.

28. FORMICA CLAD END PANEL, ATTACHED TO FLOOR.

29. OPEN COMPUTER SHELF W/ ELECTRICAL & DATA OUTLETS.

30. WALL MOUNTED GOV. FURNISHED, CONTRACTOR INSTALLED 80" LED TV WITH

ELECTRICAL, DATA & HMDI CABLE (2.6.1.1.7.1). PROVIDE NECESSARY BLOCKING AT

WALL TO ACCOMMODATE WALL MOUNTING.

31. ENTRANCE/EMERGENCY EXIT DOOR W/ STC-50 (2.6.1.1.2).

32. SOUND ABSORBING CLOTH WALL PANELS (2.6.1.1.4).

33. WOOD CHAIR RAIL, 4'-0" AFF (2.6.1.1.4).

34. WOOD MOLDING (2.6.1.1.4)

36. WOOD COVER FLOOR BASE (2.6.1.1.6)

37. CLOTH PANEL JOINT, 4'-0" O.C.

38. 2 LEVEL STADIUM SEATING (2.6.1.1.3) W/ CARPET TILE (2.6.1.1.5), PROVIDE

CARPET TILE AT RISER FACE.

39. WOOD TREAD NOSING, MATCH WALL MOLDING, RE: 19/AE501.

40. WALL MOUNTED DOOR STOP, COORDINATE W/ HARDWARE HEIGHT.

41. OVERHEAD DOOR COIL BOX.

42. LOCKABLE STEEL OVERHEAD DOOR AT ISSUE WINDOW, RE: 10; 13 & 14/AE601

(2.6.1.5.4).

43. COUNTERTOP AT ISSUE WINDOW.

44. STEEL KICKER AT ISSUE WINDOW COUNTERTOP.

45. GFI CONVENIENCE OUTLET (2.6.2.2.7.6.5)

46. WOOD HANDRAIL.

47. EMBED POST IN SLAB, RE: 20/AE501 (SIM).

48. 5/8" TYPE X GYP. BD., PAINTED, OVER 8" FRAMING PER STRUCTURAL FRAMING

PLAN.

KEYED NOTES

SCALE 1/2" = 1'-0"

MILLWORK AT KITCHENETTE - SOUTH

4'0 2' 8'

SCALE 1/2" = 1'-0"

MILLWORK AT KITCHENETTE - EAST

SCALE 1/2" = 1'-0"

MILLWORK AT KITCHENETTE - NORTH

SCALE 1/2" = 1'-0"

MILLWORK AT KITCHENETTE - RM. No. 117

2'0 1' 4'

SCALE 1/2" = 1'-0"

MILLWORK AT KITCHENETTE - RM. No. 114

2'0 1' 4'

2'0 1' 4' 2'0 1' 4'

2'0 1' 4'

SCALE 3" = 1'-0" (RE: KEYED NOTE #8 ON AE101)

DETAIL - FIRE EXTINGUISHER CABINET

2'-0"

EQEQ

4'-0"4'-0"

EQEQ

4'-0"4'-3 1/4"

T B

6 1/2"

3'-9 1/4"

3'-6 1/2"

EQ EQ

4'-0"

EQEQ

4'-0"4'-0"4'-0"

7 1/2"2'-5" 4'-10"

2'-8"2'-8"

2 1/2"

M H

J M

E V

R E

P A

I C

O M

P L

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A I R

C R

A F

A I N

A C

L D

I N

T E

R I O

L E

V A

T I O

N S

AE402

B R

Y C

I S

H O

GENERAL NOTES

A. THE CONTRACTOR AND SUB-CONTRACTORS SHALL TAKE ALL NECESSARY

MEASURES TO MINIMIZE DISRUPTION OF USERS OF THE FACILITY DURING

DEMOLITION AND CONSTRUCTION ACTIVITIES. COORDINATE ALL WORK WITH

PHASING OF DUST WALLS AND SECURITY AS SHOWN ON AD-101.

B. VERIFY AND COORDINATE WITH ARCHITECT ANY DIMENSIONS NOT SHOWN.

C. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL FOR EQUIPMENT,

PLUMBING FIXTURES (SINKS, PLUMBING VENTS, ETC.) AND OPENINGS IN WALLS

AND/OR ROOF STRUCTURE.

D. DUST WALL TO BE COMPLETE PRIOR TO DEMOLITION AND CONSTRUCTION.

E. SECURITY WALL TO BE COMPLETE PRIOR TO DEMOLITION AND CONSTRUCTION.

1. STEEL STAIR STRINGER, PAINT (RE. SPEC. SECTION 05 51 00).

2. STEEL STAIR RISER, PAINT (RE. SPEC. SECTION 05 51 00).

3. CONCRETE TREAD W/ STEEL TREAD PAN, PAINT EXPOSED PORTIONS OF PAN

(RE 05 51 00).

4. 1-1/2" DIA. HANDRAIL, PAINT, WALL MOUNTED W/ BLOCKING AS REQUIRED (RE.

SPEC. SECTION 05 52 00).

5. 1-1/2" DIA. HANDRAIL, PAINT, SUPPORT POSTS MOUNTED TO STRINGER. RE.

STRUCTURAL (RE SPEC. SECTION 05 52 00).

6. DOORSTOP. W/ WALL BLOCKING.

7. WALL BASE.

8. 5/8" PLYWOOD SHEATHING AT ELECTRICAL/DATA EQUIPMENT MOUNTING.

9. MILLWORK FACE PANEL.

10. ADJUSTABLE SHELVING BEYOND.

11. MILLWORK SPACER STRIP @ WALL, MATCH MILLWORK FINISH.

12. COUNTERTOP

14. 4" BACKSPLASH.

15. MECHANICALLY FASTEN BASE TO FLOOR @ EA. CORNER. CASEWORK TO BE

MECHANICALLY FASTEN TO BASE.

16. PULL HANDLE & LOCK.

17. SIDE/END PANEL, MATCH MILLWORK FACE.

18. MILLWORK REAR PANEL, MATCH MILLWORK FACE.

19. MILLWORK JOINT APRON, MATCH MILLWORK PANEL.

20. CORE DRILL EXISTING SLAB @ PIPE GUARDRAIL.

21. 1-1/4" STEEL PIPE RAIL/CANE GUARD, PAINT.

22. CONCRETE FILL, FINISH FLUSH W/ EXISTING FLOOR.

23. FLOOR MOUNTED STEEL CANE STOP.

24. DEDICATED ELECTRICAL GFI OUTLET AT 5'-2" AFF.

25. MICROWAVE.

26. OPEN SHELF.

27. REFRIGERATOR W/ DEDICATED ELECTRICAL OUTLET.

28. FORMICA CLAD END PANEL, ATTACHED TO FLOOR.

29. OPEN COMPUTER SHELF W/ ELECTRICAL & DATA OUTLETS.

30. WALL MOUNTED GOV. FURNISHED, CONTRACTOR INSTALLED 80" LED TV WITH

ELECTRICAL, DATA & HMDI CABLE (2.6.1.1.7.1). PROVIDE NECESSARY BLOCKING AT

WALL TO ACCOMMODATE WALL MOUNTING.

31. ENTRANCE/EMERGENCY EXIT DOOR W/ STC-50 (2.6.1.1.2).

32. SOUND ABSORBING CLOTH WALL PANELS (2.6.1.1.4).

33. WOOD CHAIR RAIL, 4'-0" AFF (2.6.1.1.4).

34. WOOD MOLDING (2.6.1.1.4)

36. WOOD COVER FLOOR BASE (2.6.1.1.6)

37. CLOTH PANEL JOINT, 4'-0" O.C.

38. 2 LEVEL STADIUM SEATING (2.6.1.1.3) W/ CARPET TILE (2.6.1.1.5), PROVIDE

CARPET TILE AT RISER FACE.

39. WOOD TREAD NOSING, MATCH WALL MOLDING, RE: 19/AE501.

40. WALL MOUNTED DOOR STOP, COORDINATE W/ HARDWARE HEIGHT.

41. OVERHEAD DOOR COIL BOX.

42. LOCKABLE STEEL OVERHEAD DOOR AT ISSUE WINDOW, RE: 10; 13 & 14/AE601

(2.6.1.5.4).

43. COUNTERTOP AT ISSUE WINDOW.

44. STEEL KICKER AT ISSUE WINDOW COUNTERTOP.

45. GFI CONVENIENCE OUTLET (2.6.2.2.7.6.5)

46. WOOD HANDRAIL.

47. EMBED POST IN SLAB, RE: 20/AE501 (SIM).

48. 5/8" TYPE X GYP. BD., PAINTED, OVER 8" FRAMING PER STRUCTURAL FRAMING

PLAN.

KEYED NOTES

SCALE 1/2" = 1'-0"

INTERIOR ELEVATION - CONF. #111

2'0 1' 4'

SCALE 1/2" = 1'-0"

INTERIOR ELEVATION - CONF. #111

2'0 1' 4'

SCALE 1/2" = 1'-0"

INTERIOR ELEVATION - CONF. #111

2'0 1' 4'

SCALE 1/2" = 1'-0"

INTERIOR ELEVATION - CONF. #111

2'0 1' 4'

SCALE 1/2" = 1'-0"

INTERIOR ELEVATION - TOOL OFFICE

2'0 1' 4'

CORNER COLUMN COVER STC AT 50

SCALE: 3" = 1'-0" (RE: 1/AE101)1

COLUMN COVER AT STC 50

SCALE: 3" = 1'-0" (RE: 1/AE101)3

GA FILE No. WP 7051:

(1) 1"X24" PROPRIETARY TYPE 'X'

GYPSUM PANELS INSERTED BETWEEN

2-1/2" STUD J RUNNERS W/ 'T' SECTIONS

OF 2-1/2 STEEL C-T STUDS BETWEEN

PANELS.

OPP. SIDE: BASE LAYER 1/2"

PROPRIETARY TYPE 'X' GYP. BD. @ RIGHT

ANGLES TO STUDS W/ 1" TYPE 'S'

DRYWALL SCREWS 24" O.C. FACE

LAYER 1/2" PROPRIETARY TYPE 'X' GYP.

BD. PARALLEL TO STUDS W/ 1-5/8" TYPE

'S' DRYWALL SCREWS 12" O.C.

CORNER COLUMN COVER AT STC 45

SCALE: 3" = 1'-0" (RE: 2/AE101)5

COLUMN COVER AT STC 45

SCALE: 3" = 1'-0" (RE: 2/AE101)7

GA FILE No. WP 6800:

(1) 1"X24" PROPRIETARY TYPE 'X' GYPSUM PANELS

INSERTED BETWEEN 2-1/2" STUD J RUNNERS W/ 'T'

SECTIONS OF 2-1/2 STEEL C-T STUDS BETWEEN PANELS.

OPP. SIDE: BASE LAYER 5/8" PROPRIETARY TYPE 'X' GYP.

BD. PARALLEL TO STUDS W/ 1" TYPE 'S' DRYWALL SCREWS

12" O.C. OVER RESILIENT CHANNELS 24" O.C. W/ 2-1/2"

GLASS FIBER FICTION FIT @ STUD SPACE.

GA FILE No. WP 6800:

(1) 1"X24" PROPRIETARY TYPE 'X' GYPSUM PANELS

INSERTED BETWEEN 2-1/2" STUD J RUNNERS W/ 'T'

SECTIONS OF 2-1/2 STEEL C-T STUDS BETWEEN PANELS.

OPP. SIDE: BASE LAYER 5/8" PROPRIETARY TYPE 'X' GYP.

BD. PARALLEL TO STUDS W/ 1" TYPE 'S' DRYWALL SCREWS

12" O.C. OVER RESILIENT CHANNELS 24" O.C. W/ 2-1/2"

GLASS FIBER FICTION FIT @ STUD SPACE.

WALL/PARTITION TYPE 1

SCALE: 3" = 1'-0" (RE: 1/AE101)9

WALL/PARTITION TYPE 2

SCALE: 3" = 1'-0"10

WALL/PARTITION TYPE 5

SCALE: 3" = 1'-0" (RE: KEYNOTE #1 ON SHEET AD101)13

RE: GA FILE No. WP

1052 WHERE STC 50

REQUIRED

1. 3-5/8" 16-GAUGE

METAL STUDS AT 16"

O.C.

2. 3/4" #9 10

GAUGE EXPANDED

METAL, SPOT WELD

TO STUD 6" O.C.

VERTICAL & 6" O.C.

HORIZONTAL

ALONG TOP &

BOTTOM TRACKS.

3. ACOUSTIC BATT

INSULATION, FASTEN

TO PREVENT

SLIPPAGE.

4. (09 29 00) 5/8"

TYPE 'X' GYP. BD.

3 4

RE: GA FILE No. WP

1072 WHERE STC 45

REQUIRED

1. 3-5/8" 16-GAUGE

METAL STUDS AT 16"

O.C.

2. (09 29 00) 5/8"

TYPE 'X' GYP. BD.

3. ACOUSTIC BATT

INSULATION, FASTEN

TO PREVENT

SLIPPAGE.

NOTE: STC AS

NOTED.

1. 3-5/8" METAL

STUDS AT 24" O.C.

2. (09 29 00) 1/2"

TYPE 'X' GYP. BD.

3. TAPE ONLY, NO

COMPOUND.

2 1

WALL/PARTITION TYPE 3

SCALE: 3" = 1'-0"11

32 1

1. 2-1/2" METAL

STUDS AT 24" O.C.

2. (09 29 00) 5/8"

TYPE 'X' GYP. BD.

TEMPORARY DUST PARTITION

SCALE: 3" = 1'-0" (RE: KEYNOTE #2 ON SHEET AD101)14

1. METAL STUDS AT

24" O.C. PER

STRUCTURAL.

2. OPAQUE PLASTIC

WRAP/SHEATHING.

2 1

DETAIL - PIPE POST AT EXISTING SLAB

SCALE: 3" = 1'-0" (RE: 3/AE401)20

DETAIL - STC 50 CEILING

SCALE: 3" = 1'-0" (RE: 1/AE301)17

WALL/PARTITION TYPE 1

SCALE: 3" = 1'-0" (RE: 1/AE101)18

DETAIL - RAISED PLATFORM STEP

SCALE: 3" = 1'-0"19 COLUMN COVER AT STC 45

SCALE: 3" = 1'-0" (RE: 2/AE101)15

HSS COLUMN.

CONTINUE STC 45 WALL PAST COLUMN.

STC 50

112'-2" 2ND

RE: GA FILE No. WP

3012 WHERE STC 50

REQUIRED

1. FURRING HAT

CHANNELS AT 24"

O.C.

2. (09 29 00) (1) 5/8"

TYPE 'X' GYP. BD. AT

RIGHT ANGLES TO

FURRING HAT

CHANNELS,

DOUBLE CHANNELS

AT END JOINTS.

3. CONTINUOUS

SOUND

ATTENUATION

PLUG, RE: 9/AE302.

2 1

1. EXISTING

CONCRETE SLAB

ON GRADE.

2. 4"x4"x4" DEEP

POST POCKET.

3. STEEL PIPE POST.

4. FILL &

BACK-POUR AT

POST POCKET.

5. FINISH GROUT AT

POST BASE.

RE: GA FILE No. WP

1052 WHERE STC 50

REQUIRED

1. 3-5/8" 16-GAUGE

METAL STUDS AT 16"

O.C.

2. 3/4" #9 10

GAUGE EXPANDED

METAL, SPOT WELD

TO STUD 6" O.C.

VERTICAL & 6" O.C.

HORIZONTAL

ALONG TOP &

BOTTOM TRACKS.

3. ACOUSTIC BATT

INSULATION, FASTEN

TO PREVENT

SLIPPAGE.

4. (09 29 00) 5/8"

TYPE 'X' GYP. BD.

3 4

STC 50

1. 3-5/8" STEEL

STUDS AT 16" O.C.

2. 6" STEEL STUD

FLOOR JOISTS AT

16" O.C.

3. 5/8" FIRE RATED

PLYWOOD

SHEATHING.

4. 3/4" x 2" WOOD

NOSING, MATCH

WALL BASE FINISH.

5. SLEEPER AT 2'-0"

O.C.

6. FIRE RATED

WOOD BLOCKING.

7. CARPET TILE.

7" 7"

WRAP HSS COLUMN W/ 5/8" TYPE 'X' GYP.

BD.

CONTINUE STC 50 WALL PAST COLUMN.

STC 45 STC

WALL/PARTITION TYPE 4

SCALE: 3" = 1'-0"12

1. EXISTING WALL.

2. APPLY GYP. BD.

TO FACE OF

EXISTING WALL.

3. (09 29 00) 5/8"

TYPE 'X' GYP. BD.

AT STC PARTITION INTERSECTIONS ONLY

M H

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A I R

C R

A F

A I N

A C

L D

D E

T A

I L

AE501

B R

Y C

I S

H O

3'-0"

7'- 0"

4'-0"

7'- 0"

B C

NOT USED

STEEL

2" 3'-0" 2" 3'-4"

2" 7'-

0" 7'-

AE601

2" 4'-0" 2" 4'-4"

2" 7'-

0" 7'-

AE601

STEEL

NOT USED

4'-0"

6'- 6"

STEEL OVERHEAD

3' 3'-

EQEQ

6" 3'-

AE601

6" 3'-

6"8"

3'- 0"

DETAIL - ACOUSTIC DOOR THRESHOLD

SCALE: 3" = 1'-0"1

DETAIL - DOOR JAMB

SCALE: 3" = 1'-0"2

DETAIL - DOOR HEAD

SCALE: 3" = 1'-0"3

DETAIL - THRESHOLD AT STC 50 WALL

SCALE: 3" = 1'-0"5

DETAIL - STC 53 DOOR JAMB

SCALE: 3" = 1'-0"6

DETAIL - STC 53 DOOR HEAD

SCALE: 3" = 1'-0"7

1. PRESSED STEEL

ACOUSTIC FRAME.

2. ACOUSTIC

ABSORPTION

CHAMBER.

3. ACOUSTIC

PERIMETER SEALS

TO BE FITTED &

FASTENED TO

JAMBS AT SITE.

4. SECONDARY

PERIMETER

ACOUSTIC SEAL

TO BE FITTED &

FASTENED TO

JAMBS BY

INSTALLER ON

SITE.

5. DOOR FRAME

COMP. ANCHOR.

1. PRESSED STEEL

ACOUSTIC

FRAME.*

2. ACOUSTIC

PERIMETER SEAL

TO BE FITTED &

FASTENED TO

JAMBS BY

INSTALLER ON

SITE.*

3. ACOUSTIC

PERIMETER BULB

SEAL TO BE

FITTED &

FASTENED TO

JAMBS BY

INSTALLER ON

SITE.*

4. CONTINUOUS

SEALANT.

*WHEN STC 45 IS

REQUIRED BY

WALL TYPE #2.

1 4 3

1. PRESSED STEEL

ACOUSTIC FRAME.

2. ACOUSTIC

ABSORPTION CHAMBER.

3. ACOUSTIC

PERIMETER SEALS TO

BE FITTED & FASTENED

TO HEAD AT SITE.

4. ACOUSTIC

PERIMETER SEALS &

BRACKET TO BE FITTED

& FASTENED TO

HEADER AT SITE.

5. ACOUSTIC NEOPRENE

AT HEADER ONLY.

(SHIPPED LOOSE).

6. SECONDARY

PERIMETER ACOUSTIC

SEAL TO BE FITTED &

FASTENED TO HEAD BY

INSTALLER ON SITE.

1 1

31 2

1. PRESSED STEEL

ACOUSTIC

FRAME.*

2. ACOUSTIC

PERIMETER SEAL

TO BE FITTED &

FASTENED TO

HEAD BY

INSTALLER ON

SITE.*

3. ACOUSTIC

PERIMETER BULB

SEAL TO BE

FITTED &

FASTENED TO

HEAD BY

INSTALLER ON

SITE.*

4. CONTINUOUS

SEALANT.

*WHEN STC 45 IS

REQUIRED BY

WALL TYPE #2.

1. 1/4" HIGH FLAT

ACOUSTIC

THRESHOLD 5"

WIDTH, TO BE

INSTALLED ON

FINISHED FLOOR.*

2. THRESHOLD TO

BE SET IN BED OF

SEALANT.

*AT WALL TYPE #2.

NOTE: AMBICO LIMITED USED AS BASIS OF DESIGN

NOTE: AMBICO LIMITED USED AS BASIS OF DESIGN NOTE: AMBICO LIMITED USED AS BASIS OF DESIGN

NOTE: AMBICO LIMITED USED AS BASIS OF DESIGN

MECHANICALLY ATTACH TO

1. FINISH FLOOR.

2. INSULATED

DOOR W/ MIN. STC

= 50.

3. SURFACE

MOUNTED DOOR

BOTTOM/SILL

PROTECTION W/

MIN. STC = 50,

CLEAR ANODIZED

FINISH.

4. DOOR FRAME

JAMB/STOP

BEYOND.

5. MAX. DROP = 1".

6. ACOUSTIC

PERIMETER SEALS

PER 6/AE601.

NOTE: ZERO INTERNATIONAL USED AS BASIS OF DESIGN

DETAIL - OVERHEAD DOOR COUNTERTOP

SCALE: 3" = 1'-0"9

SCALE: 3" = 1'-0"10 DETAIL - OVERHEAD COUNTER DOOR

1. STEEL

OVERHEAD

COILING DOOR.

2. STEEL WALL

MOUNTED

SQUARE HOOD,

SIZE TO

ACCOMMODATE

4'-0"x4'-0" DOOR.

3. 1" HOOD CURL,

ATTACH TO STEEL

TRACK/STUD

BLOCKING.

4. JAMB MOUNTED

COILING DOOR

TRACK BEYOND.

5. CORNER

GUARD, EXTEND

TO 3'-11" ABOVE

COUNTERTOP.

1. STEEL OVERHEAD

COILING COUNTER DOOR.

2. STEEL STUD SILL.

3. STEEL SUPPORT

4. 1/4"x8"x42" STEEL

MOUNTING PLATE TO BE

MECHANICALLY ATTACH TO

STEEL STUD SILL.

5. COUNTERTOP PER

INTERIORS.

1'-0"4 7/8"

1'-0"

DETAIL - OVERHEAD DOOR JAMB

SCALE: 3" = 1'-0"13

1. STEEL

OVERHEAD

COILING DOOR.

2. JAMB/WALL

MOUNTED COILING

DOOR TRACK,

ATTACH DIRECTLY

TO STEEL JAMB

STUD.

3. S.S JAMB

WRAPPING END OF

WALL

DOOR SCHEDULE

SIZEDOOR

TYPE WIDTH HEIGHT THK.

DOOR

NUMBER

DOOR

DOOR MATERIAL /

DOOR FINISH

FIRE

RATING

FRAME

FRAME MATERIAL /

FRAME FINISH TYPE

HARDWARE

GROUP

NUMBER

NOTES

DETAIL

REFERENCE

HEADJAMBSILL

101A E 3'-0" 1 2 3- 1 06

102A E - 1

103A E 3'-0" - 1

104A E 3'-0" - 1

105A E 3'-0" - 1

106A E - 1

H.M.WD

3'-0"

7'-0"

1-3/4"

H.M.WD

1 2 3

NOTE:

A. DOOR SCHEDULE IS FOR NEW DOORS ONLY. REFER TO DEMOLITION PLAN AD101 FOR EXISTING DOORS TO BE REMOVED.

B. H.M. DOORS & FRAMES TO BE SHOP PRIMED & FIELD PAINT. COLOR PER INTERIORS.

C. COORDINATE ELECTRICAL DEVISES, ELECTRICAL LOCKS & CARD READERS W/ ELECTRICAL. PROVIDE CONDUITS & J-BOXES AS REQUIRED.

D. GLAZING TO BE TEMPERED.

B R

Y C

I S

H O

DETAIL - DOOR TYPES

SCALE: X" = 1'-0"4DETAIL - DOOR FRAME TYPES

SCALE: X" = 1'-0"8

DOOR SCHEDULE

SCALE: X" = 1'-0"19

M H

J M

M H

R E

P A

I C

O M

P L

E X

A I R

C R

A F

A I N

A C

L D

D E

T A

I L

C H

E D

U L

AE601

107A E - 13'-0" 7'-0" 1-3/4" H.M.WD 1 2 3

108A E - 13'-0" 7'-0" 1-3/4" H.M.WD 1 2 3

111A A - 1 STC-013'-0" 7'-0" 1-3/4" H.M.H.M. 5 6 7 POWER

111B A - 1 STC-023'-0" 7'-0" 1-3/4" H.M.H.M. 5 6 7 REUSE SALVAGED HARDWARE, RE. KEYNOTE #21 ON AD101, POWER

112A A - 1 03

112B A 3'-0" - 1 03

115A B 4'-0" - 2 05

115B D 4'-0" - 1 07

117A E - 1 06

3'-0"

7'-0"

4'-0"

7'-0"

1-3/4"

H.M.H.M.

-STEEL

H.M.H.M.

1 2 3

9 13 10

1 2 3

POWER, ELECTRIC STRIKE & VINDICATOR PAD

STEEL OVERHEAD COUNTER DOOR

117B E - 1 063'-0" 7'-0" 1-3/4" H.M.H.M. 1 2 3 -

132A A - 1 023'-0" 7'-0" 1-3/4" H.M.H.M. 1 2 3 POWER

133A A - 1 043'-0" 7'-0" 1-3/4" H.M.H.M. 1 2 3 -

220A E - 1 063'-0" 7'-0" 1-3/4" H.M.WD 1 2 3

221A E - 1 06

222A E 3'-0" - 1 04

222B E 3'-0" - 1 04

222C F 3'-0" - 1 STC-03

232A A - 1 01

3'-0"

7'-0"

1-3/4"

H.M.WD

H.M.H.M.

1 2 3

1 2 3 POWER

STC

24x36 VISION PANEL - TEMPERED

24x36 VISION PANEL

ADDITIONAL DOOR ELEVATIONS

SCALE: X" = 1'-0"14

1/4 VISION - TEMPERED, PANEL, POWER

ROOM

TYPE

OFFICE

CONFERENCE

HALL

TOOL OFFICE

PRODUCTION

COMM. RM.

STAIR

OFFICE

COMM.

114A E 3'-0" - 1 067'-0" 1-3/4" H.M.WD 1 2 3 -ENG. OFFICE

24x36 VISION PANEL - TEMPERED

24x36 VISION PANEL - TEMPERED e f r i g e r a t o r

COMM RM

PRODUCTION

OFFICE

TOOL OFFICE

CONF. ROOM

HALL

OFFICE

STAIR

COPIER

C O

P I E

OFFICE

TYP.

U P

XXXXXXXXXXXXXXXXXXXXXXXX

X X

STAIR

F E

X X

X X X X X X X X X X X X X X X X X

14 15

13.1 14.1

EXIST EXIST

EXIST

13.1 14.1

EXIST

XXXXXX

XXXXXXXXX

F E

TYP.

QTY:6

R e f r i g e r a t o r

8 QTY:6

ENG. OFFICE

C O

P I E

C l a s s i f i e d

S h r e a d e r

D u m p s t e r

C l a s s i f i e d

S h r e a d e r

D u m p s t e r

PRINTER/FAX AREA

REFRIG.

OFFICE

COMM.

6 7

TYP.

U t i l i t y

C a b i n e t

U P

D N

U P

D N

FEC

F E

TYP.

CODE DESCRIPTION

1 ARTWORK

2 ARTWORK

3 NW003 - TASK CHAIR - CONFERENCE

4 NW009 - TASK CHAIR - PRIVATE OFFICE

5 NW009 - TASK CHAIR - WORKSTATION

6 NW014 - SIDE CHAIR - PRIVATE OFFICE

7 NW014 - SIDE CHAIR - PRIVATE OFFICE

8 NW014 - SIDE CHAIR - OPEN OFFICE

9 LATERAL FILE - PRIVATE OFFICE - 30"W 5 DRAWER

10 LATERAL FILE - PRIVATE OFFICE - 36"W 5 DRAWER

11 LATERAL FILE - 36"W 5 DRAWER

12 MARKERBOARD - 60"

13 TABLE - CONFERENCE

14 STORAGE CABINET

15 CLIN0001AD - 6'X8' SINGLE

16 CLIN0001CA - FREESTANDING DESK

17 CLIN0001AA - 6'X6' - RIGHT HAND

18 CLIN0001AA - 6'X6' - LEFT HAND

19 CLIN0001AA - 6'X6' - LEFT HAND - MODIFIED

20 CLIN0001AA - 6'X6' - RIGHT HAND - MODIFIED

21 CLIN0001AR - 4 COLLABORATIVE STATION

22 CLIN0001AR - 4 COLLABORATIVE STATION- MODIFIED

23 CLIN0001AR - 2 PERSON COLLABORATIVE STATION-

MODIFIED FROM 4 PERSON

24 CLIN0001AS - 2'X4' SINGLE BENCHING STATION

NOTES:

- TV'S ARE GOVERNMENT FURNISHED, CONTRACTOR TO

PROVIDE NECESSARY BLOCKING MATERIALS AT WALLS

TO ACCOMMODATE WALL MOUNTED ITEMS SUCH AS

MARKER BOARDS, TV'S, ETC.

- ANY SPECIFIC FURNITURE FINISH CONCERNS SHALL BE

COORDINATED WITH USER GROUP.

- EQUIPMENT SHOWN SUCH AS SAFES, MONITORS, AND

PRINTERS ARE GOVERNMENT FURNISHED, GOVERNMENT

INSTALLED, TYP.

- GENERAL CONTRACTOR SHALL CONNECT SYSTEMS

FURNITURE ELECTRICAL / DATA WHIPS TO ELECTRICAL

SOURCE, TYP. COORDINATE ANY ELECTRICAL QUESTIONS

WITH FURNITURE VENDOR, TYP.

- ASSEMBLY SEATING AT CONFERENCE ROOM #111 IS

PART OF CONSTRUCTION PACKAGE AND NOT PART OF

FFE PACKAGE.

- AT CONFERENCE ROOM #111 AN 80" - 120" LED TV WILL

BE MOUNTED ON NORTH WALL. REFER TO PLAN FOR

EXACT LOCATION.

8'0 4' 16'

SCALE 1/8" = 1'-0"

FURNITURE PLAN - FIRST FLOOR - AREA 128 AND 129

8'0 4' 16'

SCALE 1/8" = 1'-0"

FURNITURE PLAN - SECOND FLOOR - AREA 128 AND 129

R E

P A

T O

I C

O M

P L E

A I R

C R

A F

A I N

A C

L D

F U

R N

I T

U R

L A

L O

O R

I F101

KEY PLAN

126 125 124

132 131

AISLE

A I S

L E

BUILDING 238

COMPOSITE SHOP

B R

Y C

I S

H O

A M

N E

M S

03-23-2015

BB3

BB2

BB3

EE1

AA3

BB3

BB2

EE1

BB2

BB3

AA3

CC2

CC3

COMM RM

PRODUCTION

OFFICE

TOOL OFFICE

ENG. OFFICE

OFFICE

CONF. ROOM

HALL

OFFICE

STAIR

U P

XXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

STAIR

F E

X X

X X X X X X X X X X X X X X X X X X X X X

14 15

13.1 14.1

EXIST EXIST

EXIST

13.1 14.1

EXIST

XXXXXX

XXXXXXXXX

F E

BB3

AA3

BB2BB2

CC3

AA3

CC3

OFFICE

COMM.

U t i l i t y

C a b i n e t

U P

D N

U P

D N

FEC

F E

R E

P A

I C

O M

P L

E X

A I R

C R

A F

A I N

A C

L D

S I G

N A

O R

I G101

8'0 4' 16'

SCALE 1/8" = 1'-0"

SIGNAGE PLAN - FIRST FLOOR - AREA 128 AND 129

8'0 4' 16'

SCALE 1/8" = 1'-0"

SIGNAGE PLAN - SECOND FLOOR - AREA 128 AND 129

B R

Y C

I S

H O

A M

N E

M S

03-23-2015

KEY PLAN

126 125 124

132 131

AISLE

A I S

L E

BUILDING 238

COMPOSITE SHOP

FLOOR

PROVIDE BRAILLE

AT SIGNAGE, TYP.

FLOOR

PROVIDE BRAILLE

AT SIGNAGE, TYP.

PERMANENT TYPE

AT ROOM NO.

ASDF

ROOM NAME INFORMATION, VINYL

DIECUT, IBM FILM, TO BE PROVIDED

BY CONTRACTOR. REFER TO

SIGNAGE SCHEDULE FOR TEXT TO BE

PROVIDED AT SIGNAGE, TYP.

PERMANENT TYPE

AT ROOM NO.

PROVIDE BRAILLE

AT SIGNAGE, TYP.

ASDF

1020-1042

1003-1019

1020-1042

1003-1019

PERMANENT TYPE AT

ROOM NO. 1" CAP TYP.

PROVIDE BRAILE AT

SIGNAGE TYP.

FRAMELESS EXITING PLAN WITH

YOU ARE HERE LOCATION

DEPICTED, AS WELL AS EXITING

DIRECTIONS, TYP.

121A TRAINING

IN USE

SLIDING BAR WITH IN

USE/ NOT IN USE TEXT

BEHIND

PERMANENT TYPE

ROOM NUMBER AND

CHANGEABLE TYPE

ROOM NAME

PROVIDE BRAILLE

AT SIGNAGE, TYP.

AA3 ELEVATION AT STAIR SIGN

SCALE: 1/2"=1'-0"

2 AA3 DETAIL AT STAIR SIGN

SCALE: 1"=1'-0"

1 BB3 DETAIL AT SERVICE SIGN

SCALE: 1/2"=1'-0"

4 BB3 DETAIL AT SERVICE SIGN

SCALE: 1"=1'-0"

BB2 DETAIL AT OFFICE SIGN

SCALE: 1"=1'-0"

5 BB2 DETAIL AT OFFICE SIGN

SCALE: 1/2"=1'-0"

6 CC2 DETAIL AT DIRECTIONAL SIGN

SCALE: 1-1/2"=1'-0"

7 CC2 ELEVATION AT DIRECTIONAL SIGN

SCALE: 1/2"=1'-0"

CC3 DETAIL AT EXITING PLAN SIGN

SCALE: 1"=1'-0"

9 CC3 ELEVATION AT EXITING PLAN SIGN

SCALE: 1/2"=1'-0"

R E

P A

I C

O M

P L

E X

A I R

C R

A F

A I N

A C

L D

S I G

N A

A I L

I G501

EE1 DETAIL AT IN USE/ NOT IN USE SIGN

SCALE: 1"=1'-0"

11 EE1 ELEVATION AT IN USE/ NOT IN USE SIGN

SCALE: 1/2"=1'-0"

B R

Y C

I S

H O

A M

N E

M S

P A

T O

I C

O M

P L E

A I R

C R

A F

A I N

A C

L D

S I G

N A

E D

U L E

I G502

B R

Y C

I S

H O

A M

N E

M S t i l i t y

C a b i n e t

U P

D N

U P

D N

FEC

F E

VCT1

CPT1

CPT2CPT2

CPT1

RF1

CS1

6'-0"

CPT1

5'-0"

C O

P I E

C l a s s i f i e d

S h r e a d e r

D u m p s t e r

C l a s s i f i e d

S h r e a d e r

D u m p s t e r

PRINTER/FAX AREA

REFRIG.

OFFICE

COMM.

U P

XXXXXXXXXXXXXXXXXXXXXXX

X X

F E

X X

X X X X X X X X X X X X X X X

14 15

13.1 14.1

EXIST EXIST

EXIST

13.1 14.1

EXIST

XXXXXX

XXXXXXXXXX

F E

VCT1

CPT2

RF1

VCT1

CPT1

CS1

3'-0" 6'-1 3/4"

1'-0"

AE501

2'-0"2'-0"2'-0"

R e f r i g e r a t o r

COMM RM

PRODUCTION

OFFICE

TOOL OFFICE

CONF. ROOM

HALL

OFFICE

STAIR

COPIER

C O

P I E

OFFICE

R e f r i g e r a t o r

ENG. OFFICE

HILL A.F.B. BUILDING 238 - INTERIOR ROOM FINISH ROOM SCHEDULE

ROOM NO. ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH COMMENTS

FIRST FLOOR

101 OFFICE RB1 P1, P2 APC1

111 CONFERENCE ROOM CPT1 WD1 P1, P2 APC1

HALL VCT1 RB1 P1 APC1

ENGINEERING OFFICE BAY CPT1 RB1 P1, P2 APC1 P2 OPPOSITE OF DOOR

TOOL OFFICE VCT1 RB1 P1, P2 APC1 P2 OPPOSITE OF DOOR

PRODUCTION OFFICE BAY CPT1 RB1 P1, P2 APC1 P2 OPPOSITE OF DOOR

COMM ROOM CS1 RB1 P1 P5

STAIR RF1, RF2 RB1 P1 P5

PAINTED STRUCTURE

220 RB1 P1, P2 APC1 P2 OPPOSITE OF DOOR

221 RB1 P1, P2 APC1 P2 OPPOSITE OF DOOR

222 OFFICE BAY CPT1, VCT1 RB1 P1, P2 APC1 P2 OPPOSITE OF DOOR, VCT AT MAIN AISLES AND KITCHENTTE

232 COMM. ROOM CS1 RB1 P1 APC1

NOTE: MANUFACTURERS REFERENCED ARE INTENDED TO ESTABLISH COLOR, FINISH AND QUALITY ONLY, AND ARE NOT INTENDED TO LIMIT SELECTIONS FROM OTHER

MANUFACTURERS. WHEN ALTERNATE SELECTIONS ARE SUBMITTED, SUBMITTAL SHALL INCLUDE PHYSICAL SAMPLE OF THE ALTERNATE PRODUCT FOR COMPARISON AND

REFERENCE THE MATERIAL LISTED THAT IT IS AN ALTERNATE FOR.

P2 OPPOSITE WALL OF DOORCPT2

OFFICE RB1 P1, P2 APC1 P2 OPPOSITE OF DOORCPT2

OFFICE CPT2

P2 OPPOSITE WALL OF DOOR, WOOD TRIM AND RAILINGS AT STADIUM SEATING PLATFORM. WOOD MOLDING

AND WOOD CHAIR RAIL AT 4'-0" A.F.F. SOUND ABSORBING CLOTH MATERIAL ON WALLS

PAINTED STRUCTURE

RUBBER TILE AT LANDINGS, RUBBER TREADS/RISERS AT STAIR

SECOND FLOOR

B R

Y C

I S

H O

R E

P A

I C

O M

P L

E X

A I R

C R

A F

A I N

A C

L D

F I N

I S

L A

E D

U L

J W

IN101

8'0 4' 16'

SCALE 1/8" = 1'-0"

FINISH PLAN - FIRST FLOOR - AREA 128 AND 129

8'0 4' 16'

SCALE 1/8" = 1'-0"

FINISH PLAN - SECOND FLOOR - AREA 128 AND 129

CONSTRUCTION KEYED NOTES

1. SEE C.I.D. FOR FFE

KRSM238_142063_IFC_20150323_General

KRSM238_142063_G-001

KRSM238_142063_G-002

KRSM238_142063_G101

KRSM238_142063_IFC_20150323_Life Safety

KRSM238_142063_G-102

KRSM238_142063_G-103

KRSM238_142063_IFC_20150323_Structural

KRSM238_142063_IFC_20150323_Architectural

KRSM238_142063_AD101

KRSM238_142063_AE101 AE101 (1)

KRSM238_142063_AE102 AE102

KRSM238_142063_AE103 AE103 (1)

KRSM238_142063_AE301 AE301 (1)

KRSM238_142063_AE302 AE302 (1)

KRSM238_142063_AE401 AE401 (1)

KRSM238_142063_AE402 AE402 (1)

KRSM238_142063_AE501 AE501 (1)

KRSM238_142063_AE601 AE-601 (1)

KRSM238_142063_IFC_20150323_Interiors

KRSM238_142063_IFC_20150323_Fire Alarm

KRSM238_142063_IFC_20150323_Fire Protection

KRSM238_142063_IFC_20150323_Plumbing

KRSM238_142063_IFC_20150323_Mechancial

KRSM238_142063_IFC_20150323_Electrical

File details come from the government source that posted it. Updated Nov 14, 2017.