Attachment 5 - Drawings 2 of 4.pdf

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A. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR

"CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF

FINISH.

B. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

CONTRACTOR TO VERIFY DIMENSIONS IN FIELD AND PROVIDE ACTUAL TO

A/E & COR.

C. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.

D. PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS

GREATER THAN 30' LONG.

E. PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.

F. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF

STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

G. ALL NEW PARTITIONS ARE WALL TYPE S3A.Gi UNLESS NOTED OTHERWISE.

REFER TO WALL TYPES SHEET FOR ADDITIONAL WALL INFORMATION.

H. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT

REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.

REFER TO WALL TYPE F3D.G.

I. COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE

FIELD. COLUMNS WITHIN SCOPE OF WORK TO BE WRAPPED WITH 2 1/2"

METAL STUDS AND 5/8" GYPSUM BOARD. REFER TO DETAIL 4/AE501.

J. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR

TOILET AND BATH ROOMS.

K. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH

FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING

MUST BE MAINTAINED.

L. PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK,

FURNITURE, AND ACCESSORIES. COORDINATE WITH FLOOR PLANS,

SCHEDULES, ELEVATIONS, AND ENGINEERING DRAWINGS FOR FULL SCOPE

OF WORK.

M. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

N. PATCH EXISTING WALLS WHERE NEW WALLS MEET.

O. ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT

GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION, THE

MOST STRINGENT SHALL PREVAIL.

P. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

Q. REFER TO EQUIPMENT PLAN FOR EQUIPMENT SCHEDULE AND

INFORMATION.

R. REFER TO INTERIOR FINISHES FOR ACCESSORIES TO BE PROVIDED IN THE

TOILET/BATH ROOMS AND AT THE HAND LAVATORIES.

S. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO

SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR

ADDITIONAL INFORMATION.

T. PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE

INFILL IS REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO

CREATE A SLOPED OPENING/LIP TO PATCH PENETRATIONS AND PREVENT

CONCRETE INFILL CORE FROM FALLING THROUGH OPENING TO FLOOR

BELOW.

U. PROVIDE 3 5/8" METAL STUD WALL FURRING AND 5/8" GWB ALONG INTERIOR

SIDE OF ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE.

V. PROVIDE 1 1/2" METAL STUD WALL FURRING MIN. AND 5/8" GWB ON ALL

INTERIOR WALLS, SUCH THAT ALL WALLS IN NEWLY FINISHED SPACES

ARE PREPPED TO RECEIVE NEW WALL FINISH AS NOTED ON INTERIOR

FINISH SHEETS.

W. ALL RAILINGS AND COLUMNS TO BE PRIMED AND PAINTED WHITE.

X. CONTRACTOR TO PROVIDE MOCK UP OF PAINTED RAILING FOR REVIEW AND

APPROVAL BY VA.

ARCHITECTURAL GENERAL NOTES

257 SF

MECHANICAL

CB42

187 SF

STORAGE

CB15

331 SF

ELEC. ROOM

CB16

401 SF

CIRC.

CB17

151 SF

ELEV. LOBBY

CB22

60 SF

ELEV.

C2-P

160 SF

DHW / UTILITY

CB21

285 SF

IT ROOM

CB18-C

111 SF

STAIR C2

C2

183 SF

VESTIBULE

CB50

150 SF

VESTIBULE

CB24

545 SF

TRAINING

CB48

537 SF

TRAINING

CB46

601 SF

TRAINING

CB44

742 SF

CORRIDOR

CB40

547 SF

TRAINING

CB43

577 SF

TRAINING

CB45

530 SF

TRAINING

CB41

B -W

IN

G

C -W

IN

G

AE323

AE324

212 SF

STAIR

CB4

63 SF

STORAGE

CB49

6' - 8"

76 SF

VESTIBULE

CB22A

337 SF

CIRC.

CB23

352 SF

STORAGE

CB18

913 SF

CORRIDOR C

CB12

CB23

CB44

CB46

CB4

CB49

CB17

11' - 9 1/2"

11' - 8 1/4" 1' - 11 3/4" 15' - 2"

8'

/4

AE401

CB18C

CB19B

CB21

C -W

IN

G

D -W

IN

G

375 SF

MENS RR

CB19-B

AE110

SIM

S3A.Gi

F3D.GF3D.G

CB19A

AE501

CB50-A

VIF

+/- 1' - 6 3/4"

CB41

CB50-B

CB48

CB42

AI202

VIF

58' - 0"

V

IF

/2

7'

4'

/2

4'

/4

3'

/4

4'

/4

4'

3/

4"

+/- 9' - 5 1/4"

AE501

TYP.

AE501

TYP.TYP.

CB45

CB43

CB24

CB22-A

S3A.Gi

F3D.GiF3D.Gi

6'

/4

3'

/4

6'

ST2

ST3

1' - 0"

AE501

18AE100

TYP.

F3D.Gi

AE501

TYP.

AE100

TYP.

F2D.Gi

CB18

IC-5

IC-6

F3D.Gi F6D.Gi

F3D.Gi

317 SF

WOMENS RR

CB19-A

TYP.

2' - 0"

2' - 0"

E Q

E Q

4' - 8"

TYP.

2' - 0"

5'

CB22

TYP.

AE401

5' - 0 1/2" 6' - 4 3/8"

F3D.Gi

AE401

EQ EQ

TYP.

TYP.

88' - 4"

90' - 0"

LV-1

LV-2

VIF

4' - 0"

VIF

4' - 0"

AE601

TYP.

S6B.Gi

1. PROVIDE ALL ELEVATOR MODERNIZATION WORK AS DESCRIBED IN

SPECIFICATION 14 24 00. CONTRACTOR TO COORDINATE ALL NEW WORK

WITH DEMOLITION AND RETURN ALL HOISTWAY SHAFTS TO LIKE NEW

CONDITION. REPAIR WALLS TO 1 HR RATED ASSEMLY WITH FIRESTOPPING.

2. ALIGN FINISH FACE OF NEW WALL WITH THE NEW FINISH FACE OF THE

EXISTING WALL.

3. PATCH PLASTER WALL WHERE DAMAGED AND PROVIDE WALL BASE AND

NEW WALL FINISH AS SCHEDULED ON FINISH PLANS. SHIM, LAYER, OR BUILD-

UP PLASTER SCRATCH AND FINSIH COAT TO PROVIDE A SMOOTH AND LEVEL

CONDITION. PROVIDE FLOOR FINISH AS SCHEDULED.

4. PROVIDE APPROXIMATELY 4" CONCRETE INFILL, FIBER REINFORCED, TO

EXISITNG GRAVEL FILL. TO BE FLUSH WITH ENTRY FLOOR LEVEL, 18" MAX.

(VIF.) SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

5. LOCATION FOR AUTOMATIC DOOR OPERATOR DOOR ACTUATOR. REFER TO

DOOR SCHEDULE AND ENGINEERING DRAWINGS FOR ADDITIONAL

INFORMATION.

6. PROVIDE 36" TALL BY 20" WIDE FIRE RATED ACCESS PANEL, AS SPECIFIED.

7. NEW CONCRETE PAD FOR HVAC EQUIP. COORDINATE LOCATION AND

OFFSET FROM BUILDING WITH COR. COORDINATE SIZE WITH MECHANICAL.

8. REMOVE SLIDING ELEVATOR DOORS. SAND AND PAINT PT2. BUFF, POLISH

AND REFURBISH STAINLESS STEEL FRAME. REINSTALL DOORS TO LIKE NEW

CONDITION.

9. REMOVE DIGITAL ELEVATOR FLOOR AND DIRECTION INDICATOR ABOVE

ELEVATOR. PREPARE OPENING FOR NEW DIGITAL SIGNAGE IN SAME

LOCATION. PATCH AND REPAIR WALL TO LIKE NEW CONDITION. PAINT WALL

TO MATCH EXISTING.

10. REMOVE EXISTING ELEVATOR CALL BUTTON. PREPARE OPENING FOR NEW

DIGITAL SIGNAGE IN SAME LOCATION. PATCH AND REPAIR WALL TO LIKE NEW

CONDITION. PAINT WALL TO MATCH EXISTING.

11. ELEVATOR CAB TO RECEIVE NEW FINISHES. REFER TO INTERIOR

ELEVATIONS AND FINISH PLANS FOR ADDITIONAL INFORMATION

12. REMOVE EXISTING ELEVATOR PIT LADDER. PROVIDE NEW OSHA COMPLIANT

ELEVATOR PIT LADDER.

13. PAINT ELEVATOR PIT WALLS AND FLOOR.

14. PROVIDE FROSTED FILM ON INSIDE FACE OF EXISTING WINDOW.

15. TUCKPOINT FAILED MASONRY JOINTS AND RE-INSTALL LOOSE BRICK OR

STONE. COORDINATE WITH DEMOLITION WORK TO SALVAGE BRICK OR

STONE.

16. FIRE ALARM CONTROL PANEL, REFER TO TECHNOLOGY DRAWINGS.

17. PROVIDE ABA ACCESSIBLE DRINKING FOUNTAIN, REFER TO PLUMBING

DRAWINGS FOR MORE INFORMATION.

18. PROVIDE NEW/REPAIR EXISTING SEALANT AT STORM WINDOW.

19. PROVIDE BLOCKING FOR WALL MOUNTED PROJECTOR SCREEN.

20. PROVIDE RECESSED FIRE EXTINGUISHER CABINET.

21. PROVIDE NON-STRUCTURAL PRECAST LINTEL FOR NEW OPENING.

22. ENSURE EXISTING CMU WALL EXTENDS FROM FLOOR TO FLOOR AND FILL

ANY GAPS IN CONSTRUCTION AS REQUIRED TO CREATE RATED WALL AS

NOTED.

23. SEE STRUCTURAL AND MEP DRAWINGS FOR WORK.

24. ADD GRAVEL FILL, AND 4" CONCRETE INFILL SLAB, FIBER REINFORCED, TO

REMAINDER OF ROOM, UP TO 18" MAX. (VIF). SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION.

25. SEE GENERAL NOTES U & V FOR WALL FURRING.

ARCHITECTURAL PLAN NOTES, UNIT C

A

SOUTH

B D

BUILDING 6 BASEMENT KEY PLAN

N

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

C

SOUTH

C

NORTH

A

NORTH

ACOUSTIC INSULATION

EXISTING COLUMNCORRIDOR SIDE CLASSROOM SIDE

GYP BOARD ON 20 GA. METAL

STUDS, REFER TO ARCHITECTURAL

PLANS FOR WALL TYPE.

SEALANT, TOOL STRUCK

COLUMNS EXPOSED ON

CORRIDOR SIDE.

IC-#

NOTE: NOT ALL NOTES USED EACH SHEET.

1. PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION PER NFPA 241. REFER TO INFECTION CONTROL PLAN.

2. PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH

CARD READER ACCESS. REFER TO INFECTION CONTROL PLAN.

3. PROVIDE TEMPORARY INFECTION CONTROL BARRIER WALL CONSTRUCTION.

REFER TO INFECTION CONTROL PLAN.

4. PROVIDE TEMPORARY INFECTION CONTROL PLASTIC BARRIER WALL

CONSTRUCTION. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

5. UTILIZE EXISTING OPENING AS PART OF CONSTRUCTION BARRIER. PROVIDE

TEMPORARY SIGNAGE AND COORDINATE WITH COR TO NOTIFY USERS OF

TRAFFIC CHANGES AND IF DOORS ARE TO BE LOCKED DURING

CONSTRUCTION HOURS. PROVIDE PROTECTIVE COVERING AS APPROPRIATE

OR TEMPORARY DOOR LEAF WITH CLOSER AS NECESSARY TO PROTECT

EXISTING DOOR. DOOR MUST HAVE CLOSER AS PART OF 1 HR BARRIER.

6. UPGRADE EXISTING WALL BY TOPPING OUT DRYWALL TO DECK ABOVE AND

SEALING, AND SEAL ALL PENETRATIONS AS REQUIRED TO PROVIDE A 1 HR

FIRE RATED SMOKE BARRIER WALL.

INFECTION CONTROL PLAN NOTES

913 SF

CORRIDOR C

CB12

151 SF

ELEV.

C1-P

108 SF

ELEV. EQUIP.

CB11

129 SF

RR-MENS

CB06

171 SF

CIRC.

CB08

209 SF

ELECTRICAL CLOSET

CB09

83 SF

RR-WOMEN'S

CB10

177 SF

CIRC.

CB07

135 SF

STAIR C1

C1

287 SF

FM OFFICE

CB05

B -W

IN

G

C -W

IN

G

C -W

IN

G

D -W

IN

G

IC-6

IC-6

15' - 5"

EXISTING COLUMNCORRIDOR SIDE

CLASSROOM SIDE

GYP BOARD ON 20 GA. METAL STUDS

WITH 20 GA. TRACK ON BOTH SIDES,

CONTINUOUS FROM FLOOR TO

DECK. REFER TO ARCHITECTURAL

PLANS FOR WALL TYPES

SEALANT, TOOL STRUCK

ACOUSTIC INSULATION STUFFED

INSIDE BOX METAL STUD FRAMING

CORNER BEAD AT ALL

OUTSIDE CORNERS (TYPICAL)

COLUMNS EXPOSED ON

CORRIDOR SIDE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

U s e rs \c s u tt o n \D o c u m e n ts

\1

.1

.2

A v c s u tt o n B

F V

.r v t

/1 /2

:1

:2

P

M

AE100

BASEMENT - C-WING -

ARCHITECTURAL PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AE100

1 BASEMENT - C-WING NORTH - ARCHITECTURAL PLAN

N

SCALE: 3" = 1'-0"AE100

3 COLUMN FRAMING PASSING DETAIL, C-WING

SCALE: 1/8" = 1'-0"AE100

2 BASEMENT - C-WING SOUTH - ARCHITECTURE PLAN

N

SCALE: 3" = 1'-0"AE100

4 COLUMN FRAMING DETAIL, C-WING

Revisions: Date:

DN

UP

DN

A. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR

"CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF

FINISH.

B. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

CONTRACTOR TO VERIFY DIMENSIONS IN FIELD AND PROVIDE ACTUAL TO

A/E & COR.

C. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.

D. PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS

GREATER THAN 30' LONG.

E. PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.

F. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF

STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

G. ALL NEW PARTITIONS ARE WALL TYPE S3A.Gi UNLESS NOTED OTHERWISE.

REFER TO WALL TYPES SHEET FOR ADDITIONAL WALL INFORMATION.

H. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT

REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.

REFER TO WALL TYPE F3D.G.

I. COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE

FIELD. COLUMNS WITHIN SCOPE OF WORK TO BE WRAPPED WITH 2 1/2"

METAL STUDS AND 5/8" GYPSUM BOARD. REFER TO DETAIL 4/AE501.

J. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR

TOILET AND BATH ROOMS.

K. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH

FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING

MUST BE MAINTAINED.

L. PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK,

FURNITURE, AND ACCESSORIES. COORDINATE WITH FLOOR PLANS,

SCHEDULES, ELEVATIONS, AND ENGINEERING DRAWINGS FOR FULL SCOPE

OF WORK.

M. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

N. PATCH EXISTING WALLS WHERE NEW WALLS MEET.

O. ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT

GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION, THE

MOST STRINGENT SHALL PREVAIL.

P. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

Q. REFER TO EQUIPMENT PLAN FOR EQUIPMENT SCHEDULE AND

INFORMATION.

R. REFER TO INTERIOR FINISHES FOR ACCESSORIES TO BE PROVIDED IN THE

TOILET/BATH ROOMS AND AT THE HAND LAVATORIES.

S. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO

SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR

ADDITIONAL INFORMATION.

T. PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE

INFILL IS REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO

CREATE A SLOPED OPENING/LIP TO PATCH PENETRATIONS AND PREVENT

CONCRETE INFILL CORE FROM FALLING THROUGH OPENING TO FLOOR

BELOW.

U. PROVIDE 3 5/8" METAL STUD WALL FURRING AND 5/8" GWB ALONG INTERIOR

SIDE OF ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE.

V. PROVIDE 1 1/2" METAL STUD WALL FURRING MIN. AND 5/8" GWB ON ALL

INTERIOR WALLS, SUCH THAT ALL WALLS IN NEWLY FINISHED SPACES

ARE PREPPED TO RECEIVE NEW WALL FINISH AS NOTED ON INTERIOR

FINISH SHEETS.

W. ALL RAILINGS AND COLUMNS TO BE PRIMED AND PAINTED WHITE.

X. CONTRACTOR TO PROVIDE MOCK UP OF PAINTED RAILING FOR REVIEW AND

APPROVAL BY VA.

ARCHITECTURAL GENERAL NOTES

1. PROVIDE BLOCKING 60"-80" AFF AND 24" TO EITHER SIDE OF LCD SCREEN

MOUNTING CENTER LINE. COORDINATE ELECTRICAL AND DATA ROUGH IN

WITH ENGINEERING DRAWINGS.

2. PROVIDE 3/4" OSB DECKING ON EXISTING JOIST AND BEAM SYSTEM. INSTALL

DOUBLE CRAFT FACED ACCOUSTIC BATTS BETWEEN JOISTS. PROTECT OR

REPAIR CEILING SYSTEM BELOW. REFER TO MECHANICAL FOR UNIT

MOUNTING INFORMATION.

3. PROVIDE ACOUSTIC FOLDING PARTITION SYSTEM WITH PANELS, OVERHEAD

BEAM AND TRACK, END COLUMNS AND CLOSURE JAMBS AS SPECIFIED.

4. PROVIDE GYP BOARD WALL AND BASE WITH NEW FINSIH AS SCHEDULE ON

EXISTING STUDS. SHIM, LAYER, OR BUILD-UP GYP BOARD FINISH TO PROVIDE

A SMOOTH AND LEVEL CONDITION. PROVIDE FLOOR FINISH AS SCHEDULED.

5. LOCATION FOR AUTOMATIC DOOR OPERATOR DOOR ACTUATOR. REFER TO

DOOR SCHEDULE AND ENGINEERING DRAWINGS FOR ADDITIONAL

INFORMATION.

6. PROVIDE 1 1/2" THICK PAINTED TREATED WOOD DECKING.

7. PROVIDE NEW 8X8 WOOD COLUMNS FROM CONCRETE PEDESTAL TO THE

REUSED ORNAMENTAL HEADER FIXED TO SECOND FLOOR DECK.

8. INFILL WALL CONSTRUCTION TO MATCH EXISTING. FINISH WALL BOTH SIDES

TO CREATE A SEAMLESS TRANSITION FROM EXISTING TO NEW.

9. PROVIDE INTERIOR STORM WINDOW.

10. PROVIDE 6" METAL STUD WALL FURRING AND 5/8" GYP. ON ALL EXTERIOR

WALLS. EXISTING STEAM PIPES ENCLOSED COMPLETED, FRAME AROUND

PIPING IF NECESSARY. REFER TO MEP DRAWINGS FOR ADDITIONAL

INFORMATION.

11. SEE GENERAL NOTES U & V FOR WALL FURRING.

12. PROVIDE STUD AND GWB ENCLOSURE AROUND PIPING, TYPICAL. VERIFY

SIZES AND LOCATIONS IN FIELD.

13. REINSTALL STAIRS AND RAILINGS IN EXISTING LOCATION. PROVIDE NEW

WOOD TREADS.

ARCHITECTURAL PLAN NOTES, A-WING

B D

BUILDING 6 FIRST FLOOR KEY PLAN

N

SHADE INDICATES AREA

NOT IN SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

A

SOUTH

C

SOUTH

C

NORTH

A

NORTH

303 SF

MECHANICAL

A121

531 SF

BREAKOUT

A122

884 SF

TRAINING

A124

A -W

IN

G

B -W

IN

G

1291 SF

TRAINING

A118-A

C

LE

A R

6'

V

IF

1'

/2

A124

A122-C

A122-B

A124-B

A122-A

680 SF

CIRC.

A117

87 SF

STORAGE

A116-C

A118-B

A118-C

A118-A

A116-C

AE322

CLE

AR6'

- 0

6' - 5" 13' - 5 3/4" 6' - 5" 11' - 0 1/2"

7'

/2

3' - 6"

3' - 6"

5'

AE401

NORTH

SOUTH

AE501

TYP.

1020 SF

TRAINING

A118-B

A118-D

F3D.Gi

F3D.Gi

AE501

F3D.Gi

F3D.Gi

F3D.Gi

TYP.

TYP.

S3A.Gi

S3A.GiS3A.Gi

S3A.GiS3A.Gi

AE501

Sim

235 SF

OIT CLOSET

A104

A117

3'

9'

F2D.GiF2D.Gi

S3A.Gi

IC-6 IC-6

A122-D

EQ EQ

99' - 6"

100' - 0"

LV-3

LV-4

V

IF

3'

V

IF

3'

CLEAR

17' - 1"

VIF

9"

VIF

10"

VIF

10"

V

IF

V

IF

1'

VIF

1' - 2"

CLEAR

6' - 0"

HAC

B109

B108

B103HAC

MENS WOMENS

HAC

FILES/SCANNING

A115

CONFERENCE

A114

SCANNING

A113

OFFICE

A112

OFFICE

A109

NON-VA CARE

A108

MECHANICAL

STAIR

STAIR

513 SF

CORRIDOR

A101

AE201

AE201

WOMEN

RESTROOM

ELEVATOR

B -W

IN

G

C -W

IN

G

A -W

IN

G

B -W

IN

G

806 SF

CORRIDOR

B/C

858 SF

CORRIDOR

A/B

AE321

AE321

AE321

AE321

NORTH

SOUTH

IC-5

IC-5

IC-5

IC-1

IC-2

IC-1

IC-2

AE101

TYP.

TYP.

TYP.

AE101

IC51

IC52

235 SF

OIT CLOSET

A104 MEN

RESTROOM

VESTIBULE

A100 5

A117

IC-6 IC-6

SUPPORT

A106

A117

A111

100' - 0"

99' - 6"

100' - 0"

REINSTALL SALVAGED RAILING AND

PAINT ALL RAILING. PROVIDE 20% NEW

RAILING TO ACCOUNT FOR

MODIFICATIONS REQUIRED BY NEW

COLUMNS AND RAMP.

IC-#

NOTE: NOT ALL NOTES USED EACH SHEET.

1. PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION PER NFPA 241. REFER TO INFECTION CONTROL PLAN.

2. PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH

CARD READER ACCESS. REFER TO INFECTION CONTROL PLAN.

3. PROVIDE TEMPORARY INFECTION CONTROL BARRIER WALL CONSTRUCTION.

REFER TO INFECTION CONTROL PLAN.

4. PROVIDE TEMPORARY INFECTION CONTROL PLASTIC BARRIER WALL

CONSTRUCTION. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

5. UTILIZE EXISTING OPENING AS PART OF CONSTRUCTION BARRIER. PROVIDE

TEMPORARY SIGNAGE AND COORDINATE WITH COR TO NOTIFY USERS OF

TRAFFIC CHANGES AND IF DOORS ARE TO BE LOCKED DURING

CONSTRUCTION HOURS. PROVIDE PROTECTIVE COVERING AS APPROPRIATE

OR TEMPORARY DOOR LEAF WITH CLOSER AS NECESSARY TO PROTECT

EXISTING DOOR. DOOR MUST HAVE CLOSER AS PART OF 1 HR BARRIER.

6. UPGRADE EXISTING WALL BY TOPPING OUT DRYWALL TO DECK ABOVE AND

SEALING, AND SEAL ALL PENETRATIONS AS REQUIRED TO PROVIDE A 1 HR

FIRE RATED SMOKE BARRIER WALL.

INFECTION CONTROL PLAN NOTES

SEE STRUCTURAL FOR

JOIST AND GIRDER SIZES

HANGER WITH

DOUBLE SHEAR NAILING

(MAY BE MULTIPLE 2X

MEMBERS)

2X WOOD DECKING

WOOD JOIST, TYP. SEE

STRUCTURAL

HANGER WITH

DOUBLE SHEAR

NAILING

2X WOOD

DECKING

SEE STRUCTURAL

P14

P18

PB

P.AA

P17

PC

P15

PD

TYP. WOOD COLUMNS

MOUNTED ON

CONCRETE PEDESTAL

(2) 2X WOOD

BEAMS TYP. @

PERIMETER

(2) 2X WOOD JOISTS

BETWEEN GIRDERS

WOOD GIRDERS

2X WOOD

LEDGER TYP. @

PERIMETER

*INTENT IS THAT EXISTING WOOD DECK

IS RECONSTRUCTED WITH SIMILAR

METHODS AND SIZES OF FRAMING. SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

2X WOOD

DECKING, TYP.

AE101

AE101

FIRST FLOOR

100' - 0"

BRICK VENEER

ROWLOCK COURSE

SLOPED FOR DRAINAGE

THRU WALL FLASHING W/

DRIP EDGE SLOPED FOR

DRAINAGE

CONCRETE FOOTING,

SEE STRUCTURAL

MASONRY TIES, SEE

SPECIFICATIONS

WOOD POST, SEE

STRUCTURAL

WOOD STRUCTURE AND

DECKING,

SEE PLANS AND

STRUCTURAL

11 1/4" 7 1/2" 11 1/4"

PROVIDE WEEPS AT

BASE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

.2

A v ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/2

/2

:3

:2

P

M

AE101

FIRST FLOOR - A-WING AND B

WING - ARCHITECTURAL PLANSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

N N

SCALE: 1/8" = 1'-0"AE101

1 FIRST FLOOR - A-WING NORTH - ARCHITECTURAL PLAN

SCALE: 1/8" = 1'-0"AE101

2 FIRST FLOOR - A-WING SOUTH AND B WING - ARCHITECTURAL PLAN

SCALE: 1" = 1'-0"AE101

5 TYP. GIRDER DETAIL

SCALE: 1" = 1'-0"AE101

6 TYP. JOIST DETAIL

SCALE: 1/4" = 1'-0"AE101

4 TYPICAL WOOD PORCH FRAMING DETAIL

SCALE: 1 1/2" = 1'-0"AE101

3 TYP. WOOD POST BASE

FD

UP

DN

DN

DN

DN

UP

A. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR

"CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF

FINISH.

B. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

CONTRACTOR TO VERIFY DIMENSIONS IN FIELD AND PROVIDE ACTUAL TO

A/E & COR.

C. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.

D. PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS

GREATER THAN 30' LONG.

E. PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.

F. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF

STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

G. ALL NEW PARTITIONS ARE WALL TYPE S3A.Gi UNLESS NOTED OTHERWISE.

REFER TO WALL TYPES SHEET FOR ADDITIONAL WALL INFORMATION.

H. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT

REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.

REFER TO WALL TYPE F3D.G.

I. COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE

FIELD. COLUMNS WITHIN SCOPE OF WORK TO BE WRAPPED WITH 2 1/2"

METAL STUDS AND 5/8" GYPSUM BOARD. REFER TO DETAIL 4/AE501.

J. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR

TOILET AND BATH ROOMS.

K. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH

FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING

MUST BE MAINTAINED.

L. PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK,

FURNITURE, AND ACCESSORIES. COORDINATE WITH FLOOR PLANS,

SCHEDULES, ELEVATIONS, AND ENGINEERING DRAWINGS FOR FULL SCOPE

OF WORK.

M. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

N. PATCH EXISTING WALLS WHERE NEW WALLS MEET.

O. ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT

GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION, THE

MOST STRINGENT SHALL PREVAIL.

P. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

Q. REFER TO EQUIPMENT PLAN FOR EQUIPMENT SCHEDULE AND

INFORMATION.

R. REFER TO INTERIOR FINISHES FOR ACCESSORIES TO BE PROVIDED IN THE

TOILET/BATH ROOMS AND AT THE HAND LAVATORIES.

S. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO

SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR

ADDITIONAL INFORMATION.

T. PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE

INFILL IS REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO

CREATE A SLOPED OPENING/LIP TO PATCH PENETRATIONS AND PREVENT

CONCRETE INFILL CORE FROM FALLING THROUGH OPENING TO FLOOR

BELOW.

U. PROVIDE 3 5/8" METAL STUD WALL FURRING AND 5/8" GWB ALONG INTERIOR

SIDE OF ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE.

V. PROVIDE 1 1/2" METAL STUD WALL FURRING MIN. AND 5/8" GWB ON ALL

INTERIOR WALLS, SUCH THAT ALL WALLS IN NEWLY FINISHED SPACES

ARE PREPPED TO RECEIVE NEW WALL FINISH AS NOTED ON INTERIOR

FINISH SHEETS.

W. ALL RAILINGS AND COLUMNS TO BE PRIMED AND PAINTED WHITE.

X. CONTRACTOR TO PROVIDE MOCK UP OF PAINTED RAILING FOR REVIEW AND

APPROVAL BY VA.

ARCHITECTURAL GENERAL NOTES

126 SF

CIRC.

C116

60 SF

ELEV.

C2-P

184 SF

ELEV. LOBBY

C120

266 SF

WAITING

C142

111 SF

STAIR C2

C2

530 SF

TRAINING

C106-C

298 SF

IT ROOM

C118-B

524 SF

TRAINING

C148

541 SF

TRAINING

C146

621 SF

TRAINING

C144

526 SF

TRAINING

C141

542 SF

TRAINING

C143

674 SF

TRAINING

C145

940 SF

CORRIDOR

C140

B -W

IN

G

C -W

IN

G

C -W

IN

G

D -W

IN

G

773 SF

BREAK AREA

C118

113 SF

SECURITY

C118-A

AE323

AE322

AE324

VIF

58' - 0"

160 SF

STORAGE

C119-C

185 SF

MECHANICAL

C126

C106-C

C118-B

232 SF

STAIR

C4

C4

C145

C143

303 SF

MENS RR

C119-B

311 SF

WOMENS RR

C119-A

418 SF

WAITING

C124

223 SF

CONFERENCE ROOM

C124-A

9'

/4

/4

6'

0"

6'

/4

/2

6'

/4

C119-A

6'

/2

/4

6'

/4

6'

/4

/4

S3A.1Fi

S3A.1Fi

S3A.Gi

C118-A

2' - 5"

C126

VIF

6' - 0"

S6A.Gi

S3A.Gi

S6A.Gi

S3A.Gi

S6A.Gi

12' - 0 1/4" 1' - 11 3/4"

11' - 5 1/2" 16' - 0 1/2" 7'

/4

3' - 2 1/2" 2' - 3 1/4" 3' - 4 1/4" 5' - 3 1/4"

AE401

1'

/2

60 SF

ELEV. MACHINE.

C121

C121

S6B.Gi

AE501

S3A.GiS3A.Gi

C146

C144

C148

C141

20' - 8 1/4"

TYP.

3' - 6" 9' - 7 3/4" 23' - 10 1/2"

/4

AI201

AI201

S6A.GTB

S6A.Gi

F3D.G

V

IF

F3D.Gi

F3D.Gi F3D.Gi

F3D.GiF3D.Gi

C116

VIF

3' - 0"

VIF

4' - 0"

5'

ST1

14' - 4"

20' - 5"

24' - 2 1/8" TYP.

5" TYP.

5" 23' - 9 7/8"

C124-A

6 7/8"

F3D.G

91 SF

CORRIDOR

C140

5' - 0"

C119-B

C119-C

AE501

TYP.

AE501

TYP.

F3D.GiF3D.GiF3D.Gi

F3D.Gi

F3D.Gi

IC-5

IC-6

IC-6

F3D.GF3D.G

3' - 6"

3' - 6"

3' - 6"

CLEAR

16' - 9"

C

LE

A R

4'

AE401

5' - 0"

F3D.Gi

TYP.

L-5

LV-6 V

IF

2'

0"

V

IF

6'

25 TYP.

CEMETERY SCHED. OFFICE

C113

HAC

C109

C108

C107

C105

C104

C103

LACTATION

VENDING

STAIR

359 SF

CORRIDOR

C115B

553 SF

CORRIDOR

C115A

806 SF

CORRIDOR

B/C

170 SF

STAIR

C106

106 SF

ELEV. EQUIP.

CB11

B -W

IN

G

C -W

IN

G

C -W

IN

G

D -W

IN

G

AE323

C106

CH4A.1F

CH4A.1F

F3D.Gi

IC-1

IC-2

IC-5

CH2A.1F

CH4A.1F

IC52

465 SF

CORRIDOR

C/D

ELEVATOR

6' - 6"

IC-1

IC-2

8'

B D

BUILDING 6 FIRST FLOOR KEY PLAN

N

SHADE INDICATES AREA

NOT IN SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

A

SOUTH

C

SOUTH

C

NORTH

A

NORTH

1. PROVIDE ALL ELEVATOR MODERNIZATION WORK AS DESCRIBED IN

SPECIFICATION 14 24 00. CONTRACTOR TO COORDINATE ALL NEW WORK

WITH DEMOLITION AND RETURN ALL HOISTWAY SHAFTS TO LIKE NEW

CONDITION. REPAIR WALLS TO 1 HR RATED ASSEMLY WITH FIRESTOPPING.

2. ALIGN FINISH FACE OF NEW WALL WITH THE NEW FINISH FACE OF THE

EXISTING WALL.

3. PATCH PLASTER WALL WHERE DAMAGED AND PROVIDE WALL BASE AND

NEW WALL FINISH AS SCHEDULED ON FINISH PLANS. SHIM, LAYER, OR BUILD-

UP PLASTER SCRATCH AND FINSIH COAT TO PROVIDE A SMOOTH AND LEVEL

CONDITION. PROVIDE FLOOR FINISH AS SCHEDULED.

4. PROVIDE APPROXIMATELY 4" CONCRETE INFILL, FIBER REINFORCED, TO

EXISITNG GRAVEL FILL. TO BE FLUSH WITH ENTRY FLOOR LEVEL, 18" MAX.

(VIF.) SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

5. LOCATION FOR AUTOMATIC DOOR OPERATOR DOOR ACTUATOR. REFER TO

DOOR SCHEDULE AND ENGINEERING DRAWINGS FOR ADDITIONAL

INFORMATION.

6. PROVIDE 36" TALL BY 20" WIDE FIRE RATED ACCESS PANEL, AS SPECIFIED.

7. NEW CONCRETE PAD FOR HVAC EQUIP. COORDINATE LOCATION AND

OFFSET FROM BUILDING WITH COR. COORDINATE SIZE WITH MECHANICAL.

8. REMOVE SLIDING ELEVATOR DOORS. SAND AND PAINT PT2. BUFF, POLISH

AND REFURBISH STAINLESS STEEL FRAME. REINSTALL DOORS TO LIKE NEW

CONDITION.

9. REMOVE DIGITAL ELEVATOR FLOOR AND DIRECTION INDICATOR ABOVE

ELEVATOR. PREPARE OPENING FOR NEW DIGITAL SIGNAGE IN SAME

LOCATION. PATCH AND REPAIR WALL TO LIKE NEW CONDITION. PAINT WALL

TO MATCH EXISTING.

10. REMOVE EXISTING ELEVATOR CALL BUTTON. PREPARE OPENING FOR NEW

DIGITAL SIGNAGE IN SAME LOCATION. PATCH AND REPAIR WALL TO LIKE NEW

CONDITION. PAINT WALL TO MATCH EXISTING.

11. ELEVATOR CAB TO RECEIVE NEW FINISHES. REFER TO INTERIOR

ELEVATIONS AND FINISH PLANS FOR ADDITIONAL INFORMATION

12. REMOVE EXISTING ELEVATOR PIT LADDER. PROVIDE NEW OSHA COMPLIANT

ELEVATOR PIT LADDER.

13. PAINT ELEVATOR PIT WALLS AND FLOOR.

14. PROVIDE FROSTED FILM ON INSIDE FACE OF EXISTING WINDOW.

15. TUCKPOINT FAILED MASONRY JOINTS AND RE-INSTALL LOOSE BRICK OR

STONE. COORDINATE WITH DEMOLITION WORK TO SALVAGE BRICK OR

STONE.

16. FIRE ALARM CONTROL PANEL, REFER TO TECHNOLOGY DRAWINGS.

17. PROVIDE ABA ACCESSIBLE DRINKING FOUNTAIN, REFER TO PLUMBING

DRAWINGS FOR MORE INFORMATION.

18. PROVIDE NEW/REPAIR EXISTING SEALANT AT STORM WINDOW.

19. PROVIDE BLOCKING FOR WALL MOUNTED PROJECTOR SCREEN.

20. PROVIDE RECESSED FIRE EXTINGUISHER CABINET.

21. PROVIDE NON-STRUCTURAL PRECAST LINTEL FOR NEW OPENING.

22. ENSURE EXISTING CMU WALL EXTENDS FROM FLOOR TO FLOOR AND FILL

ANY GAPS IN CONSTRUCTION AS REQUIRED TO CREATE RATED WALL AS

NOTED.

23. SEE STRUCTURAL AND MEP DRAWINGS FOR WORK.

24. ADD GRAVEL FILL, AND 4" CONCRETE INFILL SLAB, FIBER REINFORCED, TO

REMAINDER OF ROOM, UP TO 18" MAX. (VIF). SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION.

25. SEE GENERAL NOTES U & V FOR WALL FURRING.

ARCHITECTURAL PLAN NOTES, UNIT C

IC-#

NOTE: NOT ALL NOTES USED EACH SHEET.

1. PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION PER NFPA 241. REFER TO INFECTION CONTROL PLAN.

2. PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH

CARD READER ACCESS. REFER TO INFECTION CONTROL PLAN.

3. PROVIDE TEMPORARY INFECTION CONTROL BARRIER WALL CONSTRUCTION.

REFER TO INFECTION CONTROL PLAN.

4. PROVIDE TEMPORARY INFECTION CONTROL PLASTIC BARRIER WALL

CONSTRUCTION. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

5. UTILIZE EXISTING OPENING AS PART OF CONSTRUCTION BARRIER. PROVIDE

TEMPORARY SIGNAGE AND COORDINATE WITH COR TO NOTIFY USERS OF

TRAFFIC CHANGES AND IF DOORS ARE TO BE LOCKED DURING

CONSTRUCTION HOURS. PROVIDE PROTECTIVE COVERING AS APPROPRIATE

OR TEMPORARY DOOR LEAF WITH CLOSER AS NECESSARY TO PROTECT

EXISTING DOOR. DOOR MUST HAVE CLOSER AS PART OF 1 HR BARRIER.

6. UPGRADE EXISTING WALL BY TOPPING OUT DRYWALL TO DECK ABOVE AND

SEALING, AND SEAL ALL PENETRATIONS AS REQUIRED TO PROVIDE A 1 HR

FIRE RATED SMOKE BARRIER WALL.

INFECTION CONTROL PLAN NOTES

CEMETERY SCHED. OFFICE

C113

HAC

359 SF

CORRIDOR

C115B

553 SF

CORRIDOR

C115A

106 SF

ELEV. EQUIP.

CB11

C -W

IN

G

D -W

IN

G

3 IC-5

465 SF

CORRIDOR

C/D

STAIR

WOMENS

TOILET

MENS

TOILET

588 SF

CORRIDOR

D

ELEVATOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

U s e rs \c s u tt o n \D o c u m e n ts

\1

.1

.2

A v c s u tt o n B

F V

.r v t

/1 /2

:1

:3

P

M

AE102

FIRST FLOOR - C-WING -

ARCHITECTURAL PLANSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AE102

1 FIRST FLOOR ARCHITECTURAL PLANS - C-WING NORTH

SCALE: 1/8" = 1'-0"AE102

2 FIRST FLOOR ARCHITECTURAL PLANS -C-WING SOUTH

N

SCALE: 1/8" = 1'-0"AE102

3 FIRST FLOOR ARCHITECTURAL PLANS - C/D WING CORRIDOR

N

N

OFFICE

C207

OFFICE

C208

OFFICE

C209

OFFICE

C204

OFFICE

C203

OFFICE

C202

STORAGE

C212

C224

C225

C226

C227

C228

C217

STAIR

C201

170 SF

STAIR

C205

C -W

IN

G

D -W

IN

G

AE323

C206

6' - 0"

IC-1

IC-2

UP

DN

8'

ELEVATOR

OFFICE

C304 RECEPTION

C308

OFFICE

C307

OFFICE

C302

STAIR C1

C1

ETR

C303

OPEN OFFICE

C305

STAIR

C306

CORRIDOR

C3A

ELEVATOR C1

C1

RESTROOM

C301-A

UTILITY

C301-B

18' - 4"

C -W

IN

G

D -W

IN

G

AE323

C305

C304

C302

C307

C306

/4

3/ 4"

2'

S3A.Gi

S3A.Gi

S3A.G

S3A.Gi

/4

5'

9'

/2

15' - 6 1/4"

S3A.Gi

/4

CH4A.1F

IC-5

AI201

S3A.Gi

DN

S3A.1Fi

CH4A.1F

S3A.1Fi

AI201

IC-6

C301-B

C301-A

AI202

AI202

AI202

12' - 1 1/4"

C3A

3 4

TYP.

TYP.

A. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR

"CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF

FINISH.

B. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

CONTRACTOR TO VERIFY DIMENSIONS IN FIELD AND PROVIDE ACTUAL TO

A/E & COR.

C. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.

D. PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS

GREATER THAN 30' LONG.

E. PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.

F. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF

STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

G. ALL NEW PARTITIONS ARE WALL TYPE S3A.Gi UNLESS NOTED OTHERWISE.

REFER TO WALL TYPES SHEET FOR ADDITIONAL WALL INFORMATION.

H. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT

REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.

REFER TO WALL TYPE F3D.G.

I. COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE

FIELD. COLUMNS WITHIN SCOPE OF WORK TO BE WRAPPED WITH 2 1/2"

METAL STUDS AND 5/8" GYPSUM BOARD. REFER TO DETAIL 4/AE501.

J. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR

TOILET AND BATH ROOMS.

K. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH

FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING

MUST BE MAINTAINED.

L. PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK,

FURNITURE, AND ACCESSORIES. COORDINATE WITH FLOOR PLANS,

SCHEDULES, ELEVATIONS, AND ENGINEERING DRAWINGS FOR FULL SCOPE

OF WORK.

M. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

N. PATCH EXISTING WALLS WHERE NEW WALLS MEET.

O. ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT

GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION, THE

MOST STRINGENT SHALL PREVAIL.

P. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

Q. REFER TO EQUIPMENT PLAN FOR EQUIPMENT SCHEDULE AND

INFORMATION.

R. REFER TO INTERIOR FINISHES FOR ACCESSORIES TO BE PROVIDED IN THE

TOILET/BATH ROOMS AND AT THE HAND LAVATORIES.

S. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO

SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR

ADDITIONAL INFORMATION.

T. PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE

INFILL IS REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO

CREATE A SLOPED OPENING/LIP TO PATCH PENETRATIONS AND PREVENT

CONCRETE INFILL CORE FROM FALLING THROUGH OPENING TO FLOOR

BELOW.

U. PROVIDE 3 5/8" METAL STUD WALL FURRING AND 5/8" GWB ALONG INTERIOR

SIDE OF ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE.

V. PROVIDE 1 1/2" METAL STUD WALL FURRING MIN. AND 5/8" GWB ON ALL

INTERIOR WALLS, SUCH THAT ALL WALLS IN NEWLY FINISHED SPACES

ARE PREPPED TO RECEIVE NEW WALL FINISH AS NOTED ON INTERIOR

FINISH SHEETS.

W. ALL RAILINGS AND COLUMNS TO BE PRIMED AND PAINTED WHITE.

X. CONTRACTOR TO PROVIDE MOCK UP OF PAINTED RAILING FOR REVIEW AND

APPROVAL BY VA.

ARCHITECTURAL GENERAL NOTES

A

SOUTH

B D

BUILDING 6 SECOND FLOOR KEY PLAN

N

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

NO SHADE

INDICATES

LOCATION OF

PROJECT, TYP

C SOUTH

C

NORTHA

NORTH

2ND FLR PORCH NIC

D

BUILDING 6 THIRD FLOOR KEY PLAN

N

HATCH INDICATES

ROOF AREA

BELOW, NIC

NO SHADE

INDICATES

LOCATION OF

PROJECT, TYP

C SOUTH

C

NORTH

(ROOF

ONLY)

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

IC-#

NOTE: NOT ALL NOTES USED EACH SHEET.

1. PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION PER NFPA 241. REFER TO INFECTION CONTROL PLAN.

2. PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH

CARD READER ACCESS. REFER TO INFECTION CONTROL PLAN.

3. PROVIDE TEMPORARY INFECTION CONTROL BARRIER WALL CONSTRUCTION.

REFER TO INFECTION CONTROL PLAN.

4. PROVIDE TEMPORARY INFECTION CONTROL PLASTIC BARRIER WALL

CONSTRUCTION. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

5. UTILIZE EXISTING OPENING AS PART OF CONSTRUCTION BARRIER. PROVIDE

TEMPORARY SIGNAGE AND COORDINATE WITH COR TO NOTIFY USERS OF

TRAFFIC CHANGES AND IF DOORS ARE TO BE LOCKED DURING

CONSTRUCTION HOURS. PROVIDE PROTECTIVE COVERING AS APPROPRIATE

OR TEMPORARY DOOR LEAF WITH CLOSER AS NECESSARY TO PROTECT

EXISTING DOOR. DOOR MUST HAVE CLOSER AS PART OF 1 HR BARRIER.

6. UPGRADE EXISTING WALL BY TOPPING OUT DRYWALL TO DECK ABOVE AND

SEALING, AND SEAL ALL PENETRATIONS AS REQUIRED TO PROVIDE A 1 HR

FIRE RATED SMOKE BARRIER WALL.

INFECTION CONTROL PLAN NOTES

1. PROVIDE FROSTED FILM ON INSIDE FACE OF EXISTING WINDOW.

2. MATCH EXISITNG PLUMBING DRAIN LOCATION FOR NEW TOILET AND SINK

FIXTURES.

3. ALIGN FINISH FACE OF NEW WALL WITH THE NEW FINISH FACE OF THE

EXISTING WALL.

4. SEE GENERAL NOTES U & V FOR WALL FURRING.

ARCHITECTURAL PLAN NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

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.1

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A v c s u tt o n B

F V

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:3

P

M

AE103

SECOND & THIRD FLOOR - C-WING

- ARCHITECTURAL PLANSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AE103

1 SECOND FLOOR ARCHITECTURAL PLAN

SCALE: 1/8" = 1'-0"AE103

2 THIRD FLOOR ARCHITECTURAL PLAN - C-WING

NN

ROOF GENERAL NOTES

ROOF PLAN SPECIFIC NOTES

A

B

C

D

E

F

G

H

ROOFING SUPPLIERS, MANUFACTURERS, & INSTALLERS SHALL REVIEW ALL

ROOFING DETAILS & ADVISE THE ARCHITECT ON ANY RECOMMENDED

CHANGES.

UNLESS NOTIFIED OTHERWISE, ROOFING SUPPLIERS, MANUFACTURERS

AND INSTALLERS WILL BE ASSUMED TO HAVE REVIEWED AND APPROVED

THE DETAILS SHOWN.

PROVIDE FLASHING AND SEALANT PER ROOFING MANUFACTURER

RECOMMENDATION AT ALL CONDUIT & HVAC LINES PENETRATING THE

ROOF.

CONTRACTOR & ALL SUBCONTRACTORS SHALL BE AWARE & EXERCISE THE

NECESSARY CARE TO PREVENT DAMAGE TO OR PUNCTURE OF THE ROOF.

THIS SHALL INCLUDE ALL MATERIALS, TOOLS, DELETERIOUS MATERIALS.

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR ITEMS. COORDINATE AS REQUIRED INCLUDING

NECESSARY FRAMING, BLOCKING, ETC.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY.

PROTECT INTERIOR AND EXISTING CONSTRUCTION FROM WEATHER,

PRECIPITATION AND THE EFFECTS OF EXPOSURE THROUGHOUT

CONSTRUCTION. PROVIDE ALL TEMPORARY MEASURES REQUIRED TO MEET

SPECIFICATIONS IN DIV 01.

CONTRACTOR TO HAVE EXISTING BEE/WASP NESTS REMOVED PRIOR TO

WORK COMMENCING - REMOVAL TO BE COMPLETED BY BEEKEEPER IN A

SAFE MANNER TO PROTECT THE PUBLIC.

INFILL, PATCH AND FINISH OPENING AS REQUIRED TO MATCH EXISTING

CONDITIONS, SEE MECHANICAL WORK. ALIGN FINISH FACE OF WALL, BOTH

SIDES.

INSTALL LOW-SLOPE EPDM ROOF WITH NEW WOOD DECK, TAPERED

INSULATION AT 6 MIN. THICKNESS. SLOPE ROOF TO SCUPPERS, PROVIDE

NEW THROUGH-WALL SCUPPERS AND PANS, WIDEN/ENLARGE SCUPPERS

12" NOMINAL WIDTH, RE-INSTALL SALVAGED DOWNSPOUTS.

PROVIDE PRE-FINISHED ALUMINUM SCUPPERS TIED INTO EXISTING

DOWNSPOUT AND STORM SYSTEM. PROFILE TO MATCH EXISTING.

EXISTING ASPHALT SHINGLE ROOF WITH 15# FELT PAPER AND PRE-

FINISHED RIDGE CAP ADJACENT TO THE WORK. PROTECT OR REPLACE

WITH NEW

PROVIDE FLASHING AND RE-FLASH ROOF INTO MASONRY WITH

TERMINATION BAR AND COUNTER FLASHING

PROVIDE FLASHING AND RE-FLASHING ROOF INTO MASONRY UNDER WALL-

CAPSTONE. RE-SEAL CAP WITH MASONRY SEALER.

COORDINATE ROOF EXHAUST PENETRATION WITH ALL TRADES AND

ENSURE ROOF WARRANTY IS MAINTAINED.

B -W

IN

G

C -W

IN

G

C -W

IN

G

D -W

IN

G

2 2

5 5

5 5

AE104

SIM

AE104

SIM

AE104

SIM

AE104

SIM

AE104

SIM

AE104

SIM

AE104

SIM

AE104

SIM

AE104

SIM

AE104

SIM1

6 6

AE104

D

BUILDING 6 THIRD FLOOR KEY PLAN

N

HATCH INDICATES

ROOF AREA

BELOW, NIC

NO SHADE

INDICATES

LOCATION OF

PROJECT, TYP

C SOUTH

C

NORTH

(ROOF

ONLY)

SHADE INDICATES

AREA NOT IN

SCOPE, TYP

NEW FULLY ADHERED 60

MIL EPDM ROOF

MEMBRANE TAKEN UPTO

TERM BAR

EXISTING BRICK PARAPET WALL

EXISTING SLOPED ROOF WOOD

STRUCTURE

RE: ROOF PLAN

PROVIDE CANT PROVIDE 6" MIN. POLYISO

INSULATION

PROVIDE 1/2" PROTECTION

BOARD

EXISTING STONE CAP

TREATED WOOD BLOCKING

NEW 1/2" PROTECTION BOARD

ON 2x TREATED WOOD

FURRING, PROVIDE 6" SPACE

IN BLOCKING AT 24" O.C.

P R

O V

ID

E

6"

A B

O V

E R

O O

F

PROVIDE MASONRY

GROUT AND

VENT/BOX WEEP

REINSTALL

SALVAGED BRICK

PROVIDE WALL

FLASHING WITH CAP

AND RECIEVER.

PROVIDE 3/4" ROOF SHEATHING

NEW FULLY ADHERED 60 MIL

EPDM ROOF MEMBRANE

TAKEN UP AND UNDER WALL

FLASHING W/ TERM BAR

EXISTING BRICK PARAPET

EXISTING SLOPED ROOF WOOD

STRUCTURE

RE: ROOF PLAN

PROVIDE CANT

PROVIDE 6" MIN. POLYISO

INSULATION

PROVIDE 1/2" PROTECTION

BOARD

EXISTING STONE CAP,

REMOVE PROVIDE WALL

FLASHING AND RE-INSTALL

STONE W/ MODIFIED GROUT

8" M

IN

PROVIDE 3/4" ROOF SHEATHING

NEW FULLY ADHERED 60 MIL

EPDM ROOF MEMBRANE

TAKEN UP AND UNDER WALL

FLASHING W/ TERM BAR

EXISTING BRICK PARAPET

EXISTING SLOPED ROOF WOOD

STRUCTURE

RE: ROOF PLAN

PROVIDE CANT

PROVIDE 6" MIN. POLYISO

INSULATION

PROVIDE 1/2" PROTECTION

BOARD

EXISTING STONE CAP, REMOVE

PROVIDE WALL FLASHING AND

RE-INSTALL STONE W/

MODIFIED GROUT

8" M

IN

EXISTING MASONRY WALL

ROOFING MEMBRANE

ROOFING MEMBRANE WRAP UP

AND OVER, UP TO TERM BAR

METAL SCUPPER SLEEVE WITH DRIP

EDGE

CONTINUOUS SEALANT

METAL COUNTER FLASHING

WOOD NAILER FOR SCUPPER

SLEEVE

NOTE:

PROVIDE LAP SEALANT AROUND ALL

FLASHING PERIMETER

METAL COUNTER FLASHING

METAL FLASHING

SCUPPER

PROTECTION BOARD

6" MIN TAPERED RIGID

INSULATION, SLOPED 1/4" PER

FOOT TO SCUPPER

EXISTING DECK STRUCTURE

NEW FULLY ADHERED 60 MIL

EPDM ROOF MEMBRANE TAKEN

UP TO TERM BAR

EXISTING BRICK PARAPET WALL

EXISTING SLOPED ROOF WOOD

STRUCTURE

RE: ROOF PLAN

PROVIDE CANT

PROVIDE 6" MIN. POLYISO

INSULATION

PROVIDE 1/2" PROTECTION BOARD

NEW 1/2" PROTECTION BOARD ON

2x TREATED WOOD FURRING, PROVIDE 6" SPACE IN BLOCKING AT

24" O.C.

8" M

IN

PROVIDE MASONRY GROUT AND

VENT/BOX WEEP

REMOVE AND REINSTALL

SALVAGED BRICK

PROVIDE WALL FLASHING WITH

CAP AND RECIEVER.

3/4" PROTECTION BOARD

6" MIN TAPERED RIGID INSULATION

EXISTING DECK,

RE: STRUCTURAL

CANT STRIP

ROOFING MEMBRANE

BREAKMETAL FLASHING

CONTINUOUS SEALANT

M

IN

. 9

/ 2

3/4" PROTECTION BOARD

6" MIN TAPERED RIGID INSULATION

WOOD BLOCKING

EXISTING DECK,

RE: STRUCTURAL

INTERPLY

ROOFING MEMBRANE

CAPPED, GASKETED FASTENERS

SLOPE PIPE AWAY FROM HOOD,

RE: MECHANICAL

SHEET METAL ENCLOSURE

C-WING - NORTH ROOF

119' - 6"

NEW FULLY ADHERED 60 MIL EPDM

ROOF MEMBRANE WRAPPING EXISITNG

SKYLIGHT ENTIRELY

PROVIDE CANT

PROVIDE 6" MIN. POLYISO INSULATION

PROVIDE 1/2" PROTECTION BOARD

PROVIDE 3/4" ROOF SHEATHING

EXISTING SKYLIGHT TO REMAIN

EXISTING TO REMAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

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AE104

ROOF - C-WING - ARCHITECTURAL

PLAN AND DETAILSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3/32" = 1'-0"AE104

1 ROOF - C-WING - ARCHITECTURAL PLAN

N

SCALE: 1 1/2" = 1'-0"AE104

2 ROOF PARAPET DETAIL @ HIGH WALL

SCALE: 1 1/2" = 1'-0"AE104

3 ROOF PARAPET DETAIL @ LOW WALL

SCALE: 1 1/2" = 1'-0"AE104

4 ROOF PARAPET DETAIL @ STEEL STRUCTURE

SCALE: 1 1/2" = 1'-0"AE104

5 SCUPPER DETAIL

SCALE: 1 1/2" = 1'-0"AE104

6 ROOF DETAIL @ FULL WALL

SCALE: 1 1/2" = 1'-0"AE104

10 STEEL PENETRATION DETAIL

SCALE: 1 1/2" = 1'-0"AE104

11 THROUGH ROOF PIPING DETAIL

SCALE: 1 1/2" = 1'-0"AE104

7 EXISTING SKYLIGHT ROOF DETAIL

STAIR

A. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR

"CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF

FINISH.

B. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

CONTRACTOR TO VERIFY DIMENSIONS IN FIELD AND PROVIDE ACTUAL TO

A/E & COR.

C. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.

D. PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS

GREATER THAN 30' LONG.

E. PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.

F. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF

STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

G. ALL NEW PARTITIONS ARE WALL TYPE S3A.Gi UNLESS NOTED OTHERWISE.

REFER TO WALL TYPES SHEET FOR ADDITIONAL WALL INFORMATION.

H. NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT

REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.

REFER TO WALL TYPE F3D.G.

I. COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE

FIELD. COLUMNS WITHIN SCOPE OF WORK TO BE WRAPPED WITH 2 1/2"

METAL STUDS AND 5/8" GYPSUM BOARD. REFER TO DETAIL 4/AE501.

J. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR

TOILET AND BATH ROOMS.

K. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH

FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING

MUST BE MAINTAINED.

L. PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK,

FURNITURE, AND ACCESSORIES. COORDINATE WITH FLOOR PLANS,

SCHEDULES, ELEVATIONS, AND ENGINEERING DRAWINGS FOR FULL SCOPE

OF WORK.

M. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

N. PATCH EXISTING WALLS WHERE NEW WALLS MEET.

O. ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT

GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION, THE

MOST STRINGENT SHALL PREVAIL.

P. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

Q. REFER TO EQUIPMENT PLAN FOR EQUIPMENT SCHEDULE AND

INFORMATION.

R. REFER TO INTERIOR FINISHES FOR ACCESSORIES TO BE PROVIDED IN THE

TOILET/BATH ROOMS AND AT THE HAND LAVATORIES.

S. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO

SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR

ADDITIONAL INFORMATION.

T. PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE

INFILL IS REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO

CREATE A SLOPED OPENING/LIP TO PATCH PENETRATIONS AND PREVENT

CONCRETE INFILL CORE FROM FALLING THROUGH OPENING TO FLOOR

BELOW.

U. PROVIDE 3 5/8" METAL STUD WALL FURRING AND 5/8" GWB ALONG INTERIOR

SIDE OF ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE.

V. PROVIDE 1 1/2" METAL STUD WALL FURRING MIN. AND 5/8" GWB ON ALL

INTERIOR WALLS, SUCH THAT ALL WALLS IN NEWLY FINISHED SPACES

ARE PREPPED TO RECEIVE NEW WALL FINISH AS NOTED ON INTERIOR

FINISH SHEETS.

W. ALL RAILINGS AND COLUMNS TO BE PRIMED AND PAINTED WHITE.

X. CONTRACTOR TO PROVIDE MOCK UP OF PAINTED RAILING FOR REVIEW AND

APPROVAL BY VA.

ARCHITECTURAL GENERAL NOTES

1. PROVIDE NEW 2X HARDWOOD FLOOR BOARDS TO MATCH EXISTING

FLOORING. REFER TO STRUCTURAL DRAWINGS.

ARCHITECTURAL PLAN NOTES, BUILDING 20

6947 SF

STORAGE

C147

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

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P

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AE105

BUILDING 20 - THIRD FLOOR -

ARCHITECTURAL PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EHRM TRAINING AND ADMIN

SPACE SUPPORT

5000 West National Avenue, Milwaukee, WI 53295

695-21-703

11/12/2021 JF CS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AE105

1 BUILDING 20 - THIRD FLOOR - ARCHITECTURAL PLAN

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

DL

DL

DL

DL

DL

DL

OS

OS

OS

OS

OS

OS

6" M

IN

V A

R

IE

S

2 1/2" METAL STUD BRACING ON BOTH

SIDES AT 48" O.C. - MIN. 3 LOCATIONS.

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

5"

3-5/8" METAL STUD FRAMING AT 16" O.C.

ANCHOR TO STRUCTURE ABOVE

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

REFER TO REFLECTED CEILING PLAN

VARIES

2 1/2" METAL STUD BRACING AT 32" O.C.

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

3-5/8" METAL STUD FRAMING AT 16" O.C.

ANCHOR TO STRUCTURE ABOVE

TYPICAL WALL CONSTRUCTION,

RE: FLOOR PLAN AND WALL TYPES

FOR ADDITIONAL INFORMATION

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

6" M

IN

V A

R

IE

S

2 1/2" METAL STUD BRACING AT 32" O.C.

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

3-5/8" METAL STUD FRAMING AT 16" O.C.

ANCHOR TO STRUCTURE ABOVE

V A

R

IE

S 6"

M

IN

REFER TO REFLECTED CEILING PLAN

VARIES

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

5/8" TYPE "X" GYPSUM BOARD

B -W

IN

G

C -W

IN

G

C -W

IN

G

D -W

IN

G

STORAGE

CB15

ELEC. ROOM

CB16

CIRC.

CB17

ELEV. LOBBY

CB22

ELEV.

C2-P

DHW / UTILITY

CB21

IT ROOM

CB18-C

STAIR C2

C2

MECHANICAL

CB42

VESTIBULE

CB50

CORRIDOR

CB40

TRAINING

CB45

TRAINING

CB43

TRAINING

CB41

VESTIBULE

CB24

TRAINING

CB48

TRAINING

CB46

TRAINING

CB44

STAIR

CB4

STORAGE

CB49

VESTIBULE

CB22A

CIRC.

CB23

STORAGE

CB18

AE401

AE501

3 3 3

317 SF

WOMENS RR

CB19-A

375 SF

MENS RR

CB19-B

A 8' - 0"A 8' - 0"

8' - 0"

8' - 0" 2' - 0"

A 8' - 0"

A 8' - 0" A 8' - 0"

8' - 0" 2' - 0"

8' - 0" 2' - 0" 8' - 0"

8' - 0"

8' - 0"

2' - 0"

8' - 0"

8' - 0" 2' - 0" 8' - 0"

8' - 0" 2' - 0" 8' - 0"

A 8' - 0"

A 8' - 0"

A 8' - 0"

A 8' - 0"

A 8' - 0"

A 8' - 0"

A 8' - 0"

A 8' - 0"

A 8' - 0"

4 4

AE401

AE401

B D

BUILDING 6 FIRST FLOOR KEY PLAN

N

SHADE INDICATES AREA

NOT IN SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

A

SOUTH

C

SOUTH

C

NORTH

A

NORTH

A. THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE

LAYOUT OF ALL CEILING ELEMENTS, HEIGHTS AND/OR PENETRATIONS.

COORDINATION OF THE ARCHITECTURAL AND ENGINEERING ELEMENTS ARE

THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS TO

VERIFY FIELD CONDITIONS AND REPORTS ANY DISCREPANCIES TO

ARCHITECT AND COR.

B. SHOWN SIZES OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT

ARE FOR REFERENCE ONLY. REFER TO ENGINEERING PLANS FOR

ADDITIONAL INFORMATION. COORDINATE SCOPE OF WORK WITH

ENGINEERING DRAWINGS, UNLESS OTHERWISE NOTED.

C. ACOUSTIC PANEL CEILING SHALL BE CENTERED IN THE ROOM AND

INSTALLED TO ELIMINATE NARROW CUT STRIPS OF PANELS ALONG THE

EDGES OF WALLS AND BULKHEADS, UNLESS OTHERWISE NOTED.

COORDINATE WITH THE LIGHTING LAYOUT. THE LIGHTING SHALL BE

CENTERED IN ROOMS.

D. CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING DEVICES, ETC.)

SHALL BE CENTERED IN THE CEILING PANELS UNLESS NOTED OTHERWISE.

E. ABOVE CEILING WORK REQUIRED BEYOND THE SCOPE OF THE WORK SHALL

BE COORDINATED WITH PATIENT SAFETY, INFECTION CONTROL, AND COR.

F. CEILING TILE REMOVED IN ORDER TO COMPLETE ABOVE CEILING WORK

SHALL BE STORED IN A SAFE DRY LOCATION. DAMAGED OR BROKEN CEILING

TILES SHALL BE REPLACED. DRYWALL CEILINGS SHALL BE PATCHED,

PREPPED AND NEW FINISH APPLIED TO MATCH EXISTING.

G. REFER TO FINISHES SHEETS AND SPECIFICATIONS FOR INFORMATION ON

GYPSUM BOARD PAINT FINISH.

H. WHERE NEW CEILINGS ARE INSTALLED AND SPRINKLERS ARE EXISTING TO

REMAIN, SPRINKLERS SHALL BE ADJUSTED TO NEW CEILING HEIGHTS, WHEN

APPLICABLE.

REFLECTED CEILING GENERAL NOTES

1. OPEN TO ABOVE

2. CENTER CEILING CLOUDS IN ROOM. PROVIDE 2" HIGH TRIM AT FULL

PERIMETER OF ALL CLOUDS IN BASEMENT. BASIS OF DESIGN: AXIOM FOR

INTERLUDE BY ARMSTRONG.

3. PROVIDE ROLLER-SHADE AT EXISTING WINDOW. SEE AS602 FOR DETAILS,

ANCHOR TO STUDS IN WALL FURRING.

4. DRY FOG PAINT ENTIRE ROOM ABOVE CEILING FINISH INCLUDING

STRUCTURAL ELEMENTS. PAINT SHALL BE CEILING WHITE. NEW DUCTWORK

AND OTHER MEP ITEMS TO REMAIN EXPOSED AND UNPAINTED.

5. PROVIDE HORIZONTAL SHAFTWALL CH4A.1F (UL DESIGN U415)

CONSTRUCTION REQUIRED TO PROVIDE 1 HR ENCLOSED STAIRWELL AT

CONCRETE FLOOR ABOVE WHERE INDICATED BY HATCH.

6. PROVIDE SUPPORT FOR CEILING MOUNTED PROJECTER. COORDINATE WITH

VA FOR VA PROVIDED, VA INSTALLED PROJECTOR LOCATION AND

REQUIREMENTS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

REFLECTED CEILING PLAN NOTES

A 2x2 ACOUSTICAL CEILING TILE (AT-1)

REFLECTED CEILING TYPE LEGEND

TYPE GRAPHIC DESCRIPTION

B

C

D

MOISTURE RESISTANT

GYPSUM BOARD CEILING.

CEILING PAINT.

GYPSUM BOARD CEILING. CEILING PAINT.

NO CEILING (EXPOSED

STRUCTURE) / EXISTING

CEILING TO REMAIN

B -W

IN

G

C -W

IN

G

C -W

IN

G

D -W

IN

G

FM OFFICE

CB05

5/8" TYPE "X" GYPSUM BOARD

3-5/8" METAL STUD FRAMING AT 16" O.C.

ANCHOR TO STRUCTURE ABOVE

V A

R

IE

S 1'

/4

M

IN

REFER TO REFLECTED CEILING PLAN

VARIES

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

5/8" TYPE "X" GYPSUM BOARD

EXISTING WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

BID DOCUMENTS 11/12/2021

C

U s e rs \c s u tt o n \D o c u m e n ts

\1

.1

.2

A v c s u tt o n B

F V

.r v t

/1 /2

:1

:3

P

M

AE110

BASEMENT - C-WING - REFLECTED

CEILING PLANGUIDON

1221 N.…