Attachment 2 - Drawings_Part2.pdf

LEVEL 1

105' - 0 3/4"

LEVEL 2

116' - 4 3/4"

LEVEL 3

127' - 8 3/4"

ROOF - EAST TOWER

149' - 0 3/4"

LEVEL 4

139' - 0 3/4"

A 1

AE321

AE322

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

PRECAST WALL PANEL

RE: STRUCTURAL

WALL REVEALS, TYP.

RE: ENLARGED

ELEVATIONS AND

DETAIL ON AE501

PRECAST ROOF SLAB,

RE: STRUCTURAL

5' - 0"10 TREADS @ 1' - 0"6' - 0"

5' - 0"10 TREADS @ 1' - 0"6' - 0"

5' - 0"10 TREADS @ 1' - 0"6' - 0"

9'

1"

R

IS

E

R S

/8

5'

R

IS

E R

S

/8

5'

R

IS

E

R S

/8

5'

/4

AE106

SIM

SCUPPER TO DOWNSPOUT,

SEE DETAIL 3/AE106

OVERFLOW SCUPPER

2'

/2

LEVEL 1

105' - 0 3/4"

LEVEL 2

116' - 4 3/4"

LEVEL 3

127' - 8 3/4"

ROOF - EAST TOWER

149' - 0 3/4"

LEVEL 4

139' - 0 3/4"

A1

AE321

AE322

401a

301a

201a

101a

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

4' - 0" 10 TREADS @ 1' - 0" 7' - 0"

4' - 0" 10 TREADS @ 1' - 0" 7' - 0"

4' - 0" 10 TREADS @ 1' - 0" 7' - 0"

B

B

B

PRECAST ROOF SLAB,

RE: STRUCTURAL

WALL REVEALS, TYP.

RE: ENLARGED ELEVATIONS AND

DETAIL ON AE501

9'

1"

5'

R

IS

E

R S

/8

5'

R

IS

E R

S

/8

5'

R

IS

E

R S

/8

AE106

SIM

9'

/2

R .O

7'

4'

R .O

7'

4'

R .O

7'

8'

/2

AE501

Sim

2'

/4

0"

LEVEL 1

105' - 0 3/4"

LEVEL 2

116' - 4 3/4"

LEVEL 3

127' - 8 3/4"

ROOF - EAST TOWER

149' - 0 3/4"

LEVEL 4

139' - 0 3/4"

A1

AE321

AE322

4' - 0" 10 TREADS @ 1' - 0" 7' - 0"

4' - 0" 10 TREADS @ 1' - 0" 7' - 0"

4' - 0" 10 TREADS @ 1' - 0" 7' - 0"

9'

1"

5'

R

IS

E

R S

/8

5'

R

IS

E R

S

/8

5'

R

IS

E

R S

/8

201a

101a

301a

401a

AE324

TYP

AE324

TYP

AE324

TYP

AE106

SIM

WALL REVEALS, TYP.

RE: ENLARGED ELEVATIONS AND

DETAIL ON AE501

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

PRECAST ROOF SLAB,

RE: STRUCTURAL

9'

/2

R .O

7'

4'

R .O

7'

4'

R .O

7'

8'

/2

AE501

Sim

2'

/4

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:1

P

M

AE320

EAST STAIR SECTIONS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 3/8" = 1'-0"AE320

2 STAIR SECTION

SCALE: 3/8" = 1'-0"AE320

3 STAIR SECTION

SCALE: 3/8" = 1'-0"AE320

1 STAIR SECTION

Revisions: Date:

LEVEL 2

116' - 4 3/4"

LEVEL 3

127' - 8 3/4"

LEVEL 4

139' - 0 3/4"

A 1

AE321

AE322

402a 403a

303a302a

202a 203a

103a102a

ELEV 2

ELEV 1

ELEV 1

ELEV 2

ELEV 1

ELEV 2

ELEV 1

ELEV 2

ELEVATOR HOIST BEAMS

RE: STRUCTURAL

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID

INSULATION,

RE: ROOF PLAN

WALL REVEALS, TYP.

RE: ENLARGED

ELEVATIONS AND

DETAIL ON AE501

MODIFIED

BITUMINUOUS SHEET

WATERPROOFING

AND DRAINAGE

BOARD ON ALL SIDES

OF ELEVATOR PIT

ELEVATOR PIT,

RE:STRUCTURAL

FOUNDATION,

RE:STRUCTURAL

V A

R

IE

S P

E R

M A

N U

F A

C T

U E

R

4'

P

IT

D E

P T

H

GRADE,

RE: CIVIL

PRECAST ROOF SLAB,

RE: STRUCTURAL

AE106

SIM

SCUPPER TO DOWNSPOUT,

SEE DETAIL 3/AE106

OVERFLOW SCUPPER

ELEVATOR STEEL

FRAMING TO BE

PAINTED, COLOR TO

MATCH PANTONE

541. TYP.

T O

U N

D E

R S

ID

E

O F

C O

N C

R E

T E

S

LA

B

4'

/4

LEVEL 1

105' - 0 3/4"

LEVEL 2

116' - 4 3/4"

LEVEL 3

127' - 8 3/4"

ROOF - EAST TOWER

149' - 0 3/4"

LEVEL 4

139' - 0 3/4"

AE320

AE320

AE320

AE321

ROOF - ELEVATOR

156' - 0 3/4"

OPEN

MODIFIED BITUMINUOUS

SHEET WATERPROOFING

AND DRAINAGE BOARD ON

ALL SIDES OF ELEVATOR PIT

GRADE,

RE: CIVIL

8'

/2

R .O

/2

E

WALL REVEALS, TYP.

RE: ENLARGED

ELEVATIONS AND

DETAIL ON AE501

ELEVATOR PIT,

RE: STRUCTURAL

V A

R

IE

R S

P E

R M

A N

U F

A C

T U

R E

R

4'

P

IT

D E

P T

H

FOUNDATION,

RE: STRUCTURAL

ELEVATOR PIT LADDER,PER

MANUFACTURER'S

RECOMMENDATION

103a

203a

303a

403a

LEVEL 2 - LOBBY

LEVEL 1 - LOBBY

LEVEL 3 - LOBBY

LEVEL 4 - LOBBY

EAST STAIR

EAST STAIR

EAST STAIR

EAST STAIR

SCUPPER, WATER COLLECTOR

& DOWNSPOUT

RE: ROOF PLAN & ELEVATIONS

ELEVATOR HOIST BEAM

RE: STRUCTURAL

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

PRECAST WALL PANEL

RE: STRUCTURAL

ELEV 2

ELEV 2

ELEV 2

ELEV 2

OPEN

OPEN

OPEN

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

PRECAST ROOF SLAB,

RE: STRUCTURAL

AE324

TYP

SUMP PIT BEYOND,

RE: PLUMBING

AE601

TYP

AE601

TYP

AE601

TYP

AE601

TYP

AE501

AE106

SIM

AE106

SIM

AE106

SIM

MECHANICAL LOUVER

RE: MECHANICAL

DOWNSPOUT

RE: ROOF PLAN & ELEVATIONS

DOWNSPOUT

RE: ROOF PLAN & ELEVATIONS

ELEVATOR STEEL

FRAMING TO BE

PAINTED, COLOR TO

MATCH PANTONE

541. TYP.

4'

/4

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:1

P

M

AE321

EAST STAIR AND ELEVATOR

SECTIONSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 3/8" = 1'-0"AE321

2 ELEVATOR SECTION

SCALE: 3/8" = 1'-0"AE321

1 STAIR & ELEVATOR SECTION

LEVEL 2

116' - 4 3/4"

LEVEL 3

127' - 8 3/4"

ROOF - EAST TOWER

149' - 0 3/4"

LEVEL 4

139' - 0 3/4"

AE320

AE320

AE320

AE321

ROOF - ELEVATOR

156' - 0 3/4"

100a

MODIFIED

BITUMINUOUS SHEET

WATERPROOFING AND

DRAINAGE BOARD ON

ALL SIDES OF

ELEVATOR PIT

GRADE,

RE: CIVIL

8'

/2

R .O

/2

WALL REVEALS, TYP.

RE: ENLARGED

ELEVATIONS AND

DETAIL ON AE501

ELEVATOR PIT,

RE: STRUCTURAL

FOUNDATION,

RE: STRUCTURAL

PRECAST WALL PANEL

RE: STRUCTURAL

C

C

C

LEVEL 1 - LOBBY

100 ELEV 1

EAST STAIR

LEVEL 2 - LOBBY

EAST STAIR

ELEV 1

LEVEL 3 - LOBBY

EAST STAIR

ELEV 1

LEVEL 4 - LOBBY

EAST STAIR

ELEV 1

402a

302a

202a

102a

G

ELEVATOR HOIST BEAM

RE: STRUCTURAL

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID

INSULATION,

RE: ROOF PLAN

8' - 8"

AE324

TYP

E

PRECAST ROOF SLAB,

RE: STRUCTURAL

PRECAST ROOF SLAB,

RE: STRUCTURAL

SUMP PIT

BEYOND,

RE: PLUMBING

V A

R

IE

S P

E R

M A

N U

F A

C T

U R

E R

4'

P

IT

D E

P T

H

AE601

TYP

AE601

TYP

AE601

TYP

AE601

TYP

AE106

SIM

AE106

SIM

AE501

AE501

TYP.

ELEVATOR STEEL

FRAMING TO BE

PAINTED, COLOR TO

MATCH PANTONE

541. TYP.

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:1

P

M

AE322

EAST STAIR AND ELEVATOR

SECTIONSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 ARO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 3/8" = 1'-0"AE322

1 STAIR & ELEVATOR SECTION

A

LEVEL 1 - WEST

99' - 0 3/4"

ROOF - WEST TOWER

154' - 4 3/4"

LEVEL 2 - WEST

110' - 4 3/4"

LEVEL 3 - WEST

121' - 8 3/4"

LEVEL 4 - WEST

133' - 0 3/4"

LEVEL 5 - WEST

144' - 4 3/4"

SCUPPER, WATER COLLECTOR

& DOWNSPOUT

RE: ROOF PLAN & ELEVATIONS

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

504a

404a

304a

204a

104a

B

B

B

B

WALL REVEALS, TYP.

RE: ENLARGED ELEVATIONS AND

DETAIL ON AE501

4' - 0" 10 TREADS @ 1'-0" 7' - 0"

4' - 0" 10 TREADS @ 1'-0" 7' - 0"

4' - 0" 10 TREADS @ 1'-0" 7' - 0"

4' - 0" 10 TREADS @ 1'-0" 7' - 0"

AE324

TYP

AE324

TYP

AE324

TYP

GRADE,

RE: CIVIL

PRECAST ROOF SLAB,

RE: STRUCTURAL

9'

1"

5'

R

IS

E

R S

/8

5'

R

IS

E R

S

/8

5'

R

IS

E

R S

/8

5'

R

IS

E R

S

/8

AE106

SIM

AE106

SIM

T O

T O

P O

F P

R E

C A

S T

9'

/2

R .O

7'

4'

R .O

7'

4'

R .O

7'

4'

R .O

7'

7'

1/ 2"

7' - 0"

A

LEVEL 1 - WEST

99' - 0 3/4"

AE324

AE324

ROOF - WEST TOWER

154' - 4 3/4"

LEVEL 2 - WEST

110' - 4 3/4"

LEVEL 3 - WEST

121' - 8 3/4"

LEVEL 4 - WEST

133' - 0 3/4"

LEVEL 5 - WEST

144' - 4 3/4"

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

A

A

A

A

104b

WALL REVEALS, TYP.

RE: ENLARGED ELEVATIONS AND

DETAIL ON AE501

GRADE,

RE: CIVIL

PRECAST ROOF SLAB,

RE: STRUCTURAL

5' - 0"10 TREADS @ 1'-0"6' - 0"

5' - 0"10 TREADS @ 1'-0"6' - 0"

5' - 0"10 TREADS @ 1'-0"6' - 0"

5' - 0"10 TREADS @ 1'-0"6' - 0"

9'

1"

R

IS

E

R S

/8

5'

R

IS

E R

S

/8

5'

R

IS

E

R S

/8

5'

R

IS

E R

S

/8

5'

/4

8' - 1 1/2"

AE106

SIM

A

LEVEL 1 - WEST

99' - 0 3/4"

AE324

AE324

ROOF - WEST TOWER

154' - 4 3/4"

LEVEL 2 - WEST

110' - 4 3/4"

LEVEL 3 - WEST

121' - 8 3/4"

LEVEL 4 - WEST

133' - 0 3/4"

LEVEL 5 - WEST

144' - 4 3/4"

504a

404a

304a

204a

104a

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

WALL REVEALS, TYP.

RE: ENLARGED ELEVATIONS

AND DETAIL ON AE501

GRADE,

RE: CIVIL

PRECAST ROOF SLAB,

RE: STRUCTURAL

4' - 0" 10 TREADS @ 1'-0" 7' - 0"

4' - 0" 10 TREADS @ 1'-0" 7' - 0"

4' - 0" 10 TREADS @ 1'-0" 7' - 0"

4' - 0" 10 TREADS @ 1'-0" 7' - 0"

9'

1"

5'

R

IS

E

R S

/8

5'

R

IS

E R

S

/8

5'

R

IS

E

R S

/8

5'

R

IS

E R

S

/8

AE106

SIM

AE501

Sim

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:2

P

M

AE323

WEST STAIR SECTIONS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 3/8" = 1'-0"AE323

2 STAIR SECTION

SCALE: 3/8" = 1'-0"AE323

3 STAIR SECTION

SCALE: 3/8" = 1'-0"AE323

1 STAIR SECTION

LEVEL 1 - WEST

99' - 0 3/4"

AE323

AE323

AE323

ROOF - WEST TOWER

154' - 4 3/4"

LEVEL 2 - WEST

110' - 4 3/4"

LEVEL 3 - WEST

121' - 8 3/4"

LEVEL 4 - WEST

133' - 0 3/4"

LEVEL 5 - WEST

144' - 4 3/4"

9' - 0"

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

PRECAST ROOF SLAB,

RE: STRUCTURAL

104b

WALL REVEALS BEYOND, TYP.

RE: ENLARGED ELEVATIONS AND

DETAIL ON AE501

AE324

TYP

AE106

SIM

4'

R .O

4'

6'

R .O

4'

6'

R .O

4'

6'

R .O

4'

7'

R .O

7'

3"

9'

1"

LEVEL 1 - WEST

99' - 0 3/4"

AE323

AE323

AE323

ROOF - WEST TOWER

154' - 4 3/4"

LEVEL 2 - WEST

110' - 4 3/4"

LEVEL 3 - WEST

121' - 8 3/4"

LEVEL 4 - WEST

133' - 0 3/4"

LEVEL 5 - WEST

144' - 4 3/4"

9' - 0"

PARAPET METAL COPING,

RE: ELEVATIONS

6" MIN TAPERED RIGID INSULATION,

RE: ROOF PLAN

PRECAST ROOF SLAB,

RE: STRUCTURAL

WALL REVEALS, TYP.

RE: ENLARGED ELEVATIONS

AND DETAIL ON AE501

AE324

TYP

AE106

SIM

SURFACE MOUNTED BRACKETS

1 1/2" DIAMETER STEEL HANDRAIL

6" 3'

NOTE: ALL FINISHES REFERENCE SPECIFICATIONS

3" MIN.

TBD

3" MIN

1 1/2" DIAMETER VERTICAL SUPPORT

GUARDRAILS PRESENT ONLY AT

CENTER RAILINGS OF STAIRS

UNLESS NOTED OTHERWISE

1" DIAMETER METAL TUBE @ 4-1/2" O.C.

1 1/2" DIAMETER METAL HANDRAIL

AND GUARDRAIL

1'-0" HANDRAIL EXTENSION AT BOTTOM

OF STAIRS. RETURN HANDRAIL TO WALL

OR VERTICAL POST

CONCRETE JOINT,

RE: STRUCTURAL

GUARDRAILS PRESENT ONLY AT

CENTER RAILINGS OF STAIR UNLESS

NOTED OTHERWISE

1' - 0"

6" Ø SPHERE CANNOT PASS THROUGH

1" DIAMETER METAL TUBE @ 4-1/2" O.C.

NON-SLIP STAIR NOSING

NOTE: ALL FINISHES REFERENCE SPECIFICATIONS

1 1/2" DIAMETER METAL HANDRAIL

AND GUARDRAIL

1 1/2" DIAMETER VERTICAL SUPPORT,

MAX 4' - 0" SPACING

NON-SLIP STAIR NOSING

GUARDRAILS PRESENT ONLY AT

CENTER RAILINGS OF STAIR

UNLESS NOTED OTHERWISE

6" Ø SPHERE CANNOT PASS THROUGH

1" DIAMETER METAL TUBE @ 4-1/2" O.C.

NOTE: ALL FINISHES REFERENCE SPECIFICATIONS

1 1/2" DIAMETER METAL HANDRAIL

AND GUARDRAIL

1 1/2" DIAMETER VERTICAL SUPPORT,

MAX 4' - 0" SPACING

NON-SLIP STAIR NOSING

GUARDRAILS PRESENT ONLY AT

CENTER RAILINGS OF STAIR

UNLESS NOTED OTHERWISE

PRECAST CONCRETE STAIR,

RE: STRUCTURAL

6" Ø SPHERE CANNOT PASS THROUGH

1" DIAMETER METAL TUBE @ 4.1/2" O.C.

1' - 0"

NOTE: ALL FINISHES REFERENCE SPECIFICATIONS

NON-SLIP STAIR NOSING

PRECAST CONCRETE STAIR,

RE: STRUCTURAL

6" Ø SPHERE CANNOT PASS THROUGH

METAL GUARDRAIL, BOTTOM RAIL

NOTE: ALL FINISHES REFERENCE SPECIFICATIONS

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:2

P

M

AE324

WEST STAIR SECTIONS AND

DETAILSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 3/8" = 1'-0"AE324

1 STAIR SECTION

SCALE: 3/8" = 1'-0"AE324

2 STAIR SECTIONSCALE: 1" = 1'-0"AE324

3 STAIR GUARDRAIL, TYP

SCALE: 1" = 1'-0"AE324

4 STAIR BASE - HANDRAIL & GUARDRAIL, TYP

SCALE: 1" = 1'-0"AE324

5 STAIR DETAIL - HANDRAIL & GUARDRAIL, TYP

SCALE: 1" = 1'-0"AE324

6 STAIR HEAD - HANDRAIL & GUARDRAIL, TYP

SCALE: 1" = 1'-0"AE324

7 STAIR HEAD, TYP

1Level 1Level

VERIFY HEADER OF ELEVATOR

FRAME IS TO MEET R.O.

REQUIREMENTS

COLOR PER WAYFINDING

LEGEND

COLOR PT-1, 6" WIDE LETTERING

AND 24" TALL

NUMERAL. CENTERED

CALL BUTTONS AS REQUIRED PER

SPEC. PROVIDE LABEL & BRAILLE

PER SPEC.

FLOOR LEVEL LABELS ON

STAINLESS STEEL PLATES

ACCESS TO HOSPITAL

NOTE:

REFER TO SPECIFICATIONS FOR ALL

REQUIRED INFORMATION ON

ELEVATOR CONTROL PANEL. THIS

DETAIL SHOWN FOR REEFERNCE TO

IMAGES AND TEXT INDICATED.

FRONT ELEV.

Parking Vehicle Entrance and Exit

Hospital Access

Parking

COLOR OF LEVEL, TYP.

3L E

V E

L

2L E

V E

L

1L E

V E

L

4' - 0"

6'

E Q

E Q

E Q

E Q

E Q

E Q

Parking

EQ EQ

1'

SIGNAGE PRINTED

ON 1/4" ACRYLIC PANEL WITH ANNODIZED

ALUM.1/2" DIA. STANDOFFS.

Parking4L E

V E

L

Parking5L E

V E

L

STAINLESS STEEL FINISH

DOOR ELEVATION

NOTE:

ELEVATIONS OF ELEVATOR CAB ARE SHOWN FOR DESIGN INTENT.

PROVIDE ELEVATOR CAB PER SPECIFICATIONS.

CLEAR TEMPERED

GLAZING

STAINLESS STEEL FINISH

TYPICAL

BACK ELEVATION

3'

4'

6"

EQ 6' - 6" EQ

ELEVATOR

HANDRAILS TO

COMPLY WITH VA

BARRIER FREE

STANDARDS

CORNERS TO BE

EQUAL DISTANCE

TO EACH OTHERBACK FROSTED ACRYLIC

PANEL

STAINLESS STEEL FINISH

TYPICAL

HALF INCH WIDE REVEAL CHANNEL,

STAINLESS STEEL

SIDE ELEVATION

1'

1'

1'

4'

EQ EQ

ELEVATOR HANDRAILS TO

COMPLY WITH VA BARRIER

FREE STANDARDS

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:2

P

M

AE325

ELEVATOR ELEVATION AND

SIGNAGEGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 1/4" = 1'-0"AE325

6 TYPICAL ELEVATOR ELEVATION

SCALE: 3" = 1'-0"AE325

4 ELEVATOR CONTROL DETAIL

SCALE: 1" = 1'-0"AE325

5 LEVELS MAP

SCALE: 3/8" = 1'-0"AE325

3 ELEVATOR CAB ELEVATIONS

SCALE: 3/8" = 1'-0"AE325

1 ELEVATOR CAB ELEVATIONS

SCALE: 3/8" = 1'-0"AE325

2 ELEVATOR CAB ELEVATIONS

SCUPPER AND

DOWNSPOUT RUNNING ALONG

FACE OF BUILDING TO GRADE

DOWNSPOUT RUNNING ALONG

FACE OF BUILDING TO GRADE

100a

C

B

B

B

C

C

SCUPPER AND DOWNSPOUT

OVERFLOW SCUPPER

OVERFLOW SCUPPER

MECHANICAL LOUVER, REFER TO

SHEET AE501 AND MECH.

DRAWINGS FOR MORE

INFORMATION.

111a

E

SCUPPER AND DOWNSPOUT

OVERFLOW SCUPPER

ELEVATOR STEEL

FRAMING TO BE

PAINTED, COLOR TO

MATCH PANTONE

541. TYP.

DOWNSPOUT RUNNING ALONG

FACE OF BUILDING TO GRADE

DOWNSPOUT RUNNING ALONG

FACE OF BUILDING TO GRADE

104b

A

A

A

A

SCUPPER AND DOWNSPOUT

OVERFLOW SCUPPER

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:3

P

M

AE326

STAIR TOWER ISOMETRICS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 ARO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

NOT TO SCALEAE326

1 EAST STAIR ISOMETRIC

NOT TO SCALEAE326

2 EAST STAIR ISOMETRIC

NOT TO SCALEAE326

3 WEST STAR ISOMETRIC

UP

DN

UP

DN

UP

DN

UP

DN

UP

DN

UP

DNDN

A

AE320

AE320 2

AE321

AE321

AE322

LEVEL 1 - LOBBY

EAST STAIR

ELEV 1

ELEV 2

101a

0a

AE325

1' - 6"

CLEAR

7' - 9"

C

LE

A R

3a

2a

G

1' - 6"

M

IN

1/ 2"

7'

7'

4' - 0 3/4"

8' - 8"

EPOXY FLOOR FINISH IN

ELEVATOR CAB, SEE

SPECIFICATIONS, TYP.

10' - 0"

R.O.

8' - 0" 9' - 4"

3'

4'

7'

4'

3'

6' - 3"

A

AE320

AE320

AE320 2

AE321

AE321

AE322

EAST STAIR

LEVEL 2 - LOBBY

ELEV 2

ELEV 1

201a

CLEAR

7' - 9"

C

LE

A R

3a

2a

C

E

2 1/2" 1' - 10"

2 1/2" 3' - 6" 2 1/2" 1' - 10" 2 1/2"

1/

2" 4'

/4

1/ 2"

7'

/2

1/

2" 4'

/4

1/ 2"

6'

T

R E

A D

S

'-0

5'

8' - 8"

4'

7'

4' - 0" 8" 4' - 0"

A

AE320

AE320

AE320 2

AE321

AE321

AE322

EAST STAIR

LEVEL 3 - LOBBY

ELEV 2

ELEV 1

301a

C

LE

A R

CLEAR

7' - 9"

3a

2a

C

E

2 1/2" 1' - 10"

2 1/2" 3' - 6" 2 1/2"

1' - 10"

2 1/2"

1/

2" 4'

/4

1/ 2"

7'

/2

1/

2" 4'

/4

1/ 2"

6'

T

R E

A D

S

'-0

5'

8' - 8"

4'

7'

4' - 0" 8" 4' - 0"

A

AE320

AE320

AE320 2

AE321

AE321

AE322

ELEV 2

ELEV 1

LEVEL 4 - LOBBY

EAST STAIR

401a

C

LE

A R

CLEAR

7' - 9"C

E

3a

2a

2 1/2"

1' - 10"

2 1/2" 3' - 6" 2 1/2"

1' - 10"

2 1/2"

1/

2" 4'

/4

1/ 2"

7'

/2

1/

2" 4'

/4

1/ 2"

6'

T

R E

A D

S

'-0

5'

8' - 8"

4'

4' - 0" 8" 4' - 0"

A

AE323

AE323

AE323

AE324

AE324

WEST STAIR

104b

104a

9' - 0"

7'

4' - 4 3/4"

7'

3'

4'

A

AE323

AE323

AE323

AE324

AE324

WEST STAIR

204a

A

1/

2" 3'

1/ 2"

6'

1/

2" 3'

1/ 2"

6'

T

R E

A D

S

'-0

5'

9' - 0"

7'

4' - 0" 1' - 0" 4' - 0"

A

AE323

AE323

AE323

AE324

AE324

WEST STAIR

304a

1/

2" 3'

1/ 2"

6'

1/

2" 3'

1/ 2"

A

6'

T

R E

A D

S

'-0

5'

9' - 0"

4'

7'

4' - 0" 1' - 0" 4' - 0"

A

AE323

AE323

AE323

AE324

AE324

WEST STAIR

404a

A

1/

2" 3'

1/ 2"

6'

1/

2" 3'

1/ 2"

6'

T

R E

A D

S

'-0

5'

4'

9' - 0"

4' - 0" 1' - 0" 4' - 0"

A

AE323

AE323

AE323

AE324

AE324

WEST STAIR

504a

1/

2" 3'

1/ 2"

6'

1/

2" 3'

1/ 2"

A

6'

T

R E

A D

S

'-0

5'

9' - 0"

4'

4' - 0" 1' - 0" 4' - 0"

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:4

P

M

AE401

ENLARGED PLANS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 1/4" = 1'-0"AE401

1 LEVEL 1 - EAST STAIR TOWER

SCALE: 1/4" = 1'-0"AE401

2 LEVEL 2 - EAST STAIR TOWER

SCALE: 1/4" = 1'-0"AE401

3 LEVEL 3 - EAST STAIR TOWER

SCALE: 1/4" = 1'-0"AE401

4 LEVEL 4 - EAST STAIR TOWER

SCALE: 1/4" = 1'-0"AE401

6 LEVEL 1 - WEST STAIR TOWER

SCALE: 1/4" = 1'-0"AE401

7 LEVEL 2 - WEST STAIR TOWER

SCALE: 1/4" = 1'-0"AE401

8 LEVEL 3 - WEST STAIR TOWER

SCALE: 1/4" = 1'-0"AE401

9 LEVEL 4 - WEST STAIR TOWER

SCALE: 1/4" = 1'-0"AE401

10 LEVEL 5 - WEST STAIR TOWER

N

PLAN

NORTH

N

TRUE

NORTH

N

PLAN

NORTH

N

TRUE

NORTH

N

PLAN

NORTH

N

TRUE

NORTH

N

PLAN

NORTH

N

TRUE

NORTH

N

PLAN

NORTH

N

TRUE

NORTH

N

PLAN

NORTH

N

TRUE

NORTH

N

PLAN

NORTH

N

TRUE

NORTH

N

PLAN

NORTH

N

TRUE

NORTH

N

PLAN

NORTH

N

TRUE

NORTH

PRECAST PANEL

RE: STRUCT.

1/2"

1/ 2"

1/

2"

1/ 2"

A R

E T

O C

E N

T E

R

LI

N E

O F

R E

V E

A L

D

IM

E N

S

IO

N S

O N

E

LE

V A

T

IO

N S

A R

E T

O C

E N

T E

R

LI

N E

O F

R E

V E

A L

D

IM

E N

S

IO

N S

O N

E

LE

V A

T

IO

N S

INTERIOREXTERIOR

POWDER COATED WIRE

MESH 2" X 2" SQUARE

OPENING

CAST-IN PLACE WALL, BELOW

ANGLE, RE: STRUCTURAL

POWDER COATED METAL TRIM

WRAPPED AROUND BOTH

FACES ON ALL FOUR SIDES.

THROUGH-BOLT TO STRUCTURE TUBE,

FLAT HEADS ONLY WITHIN GAP.

PROVIDE HARDWARE SET HW-5 AS

INDICATED IN SPECIFICATIONS

S E

E E

LE

V

A T

IO

N

S E

E E

LE

V

A T

IO

N

IN-SWING STEEL TUBING FRAMED GATE.

SEE ELEVATIONS FOR DIMENSIONS OF

GATE.

0' - 1"

ANGLE, RE: STRUCTURAL

2" 4"

VINYL COVERED WIRE METAL MESH

2" X 2" SQUARE OPENING

METAL TRIM ON BOTH FACES. CONTRACTOR

OPTION TO BOLT OR WELD

PRECAST SPANDREL

HSS6X2X3/16, ANNODIZED

INTERIOREXTERIOR

3/16

L6x4x5/16 x 0'-6" EA SIDE OF HSS

POST, ANNODIZED

(2) - 1/2" Ø HILTI KWIK BOLT (OR APPROVED EQUAL)

3 (SS) W/ 3 1/4" EMBED EACH SIDE OF POST. AJUST

POST SPACING AS REQUIRED TO AVOID OVERHEAD

DOUBLE TEE STEMS

PRECAST SPANDREL

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

METAL TRIM ON BOTH FACES. CONTRACTOR

OPTION TO BOLT OR WELD

3/16

L6x4x5/16 x 0'-6" EA SIDE OF HSS POST, ANNODIZED

(2) - 1/2" Ø HILTI KWIK BOLT 3 (SS) W/ 3

1/4" EMBED EACH SIDE OF POST.

HSS6X2X3/16, ANNODIZED

INTERIOREXTERIOR

0'

8' -0" AFF.

2" 4"

5' - 0" MAX

PRECAST SPANDREL

HSS6X2X3/16, ANNODIZED

VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

METAL TRIM ON BOTH FACES.

CONTRACTOR OPTION TO BOLT

OR WELD. MINIMUM 1/8" THICK

PRECAST SPANDREL

1" TYP

C O

N T

R A

C T

O R

T O

V E

R

IF

Y

6'

AE501

TYP

AE501

TYP

PRECAST COLUMN

0' - 4"

M

IN

0'

(2) L6x4x5/16 W/ (4) 1/2" DIA

EXPANSION ANCHORS, TYP

2" MIN. OVERLAP OF

WIRE MESH AND

METAL TRIM

METAL SCREEN DOUBLE ACCESS GATE

FOR SNOW CHUTE, WELD SUPPORT

POST TO ANCHOR PLATE

CONNECTION TO SPANDREL ON

INTERIOR OF GARAGE

TYPICAL TOP LEVEL FALL

DETERRENT ELEVATION.

SEE DETAIL 6/SR502

3'

2" 4"

VINYL COVERED WIRE METAL MESH

2" X 2" SQUARE OPENING

METAL TRIM ON BOTH FACES. CONTRACTOR

OPTION TO BOLT OR WELD

HSS6X2X3/16, ANNODIZED

INTERIOREXTERIOR

L6x4x5/16 x 0'-6" EA SIDE OF

HSS POST, ANNODIZED

(2) - 1/2" Ø HILTI KWIK BOLT (OR APPROVED

EQUAL) 3 (SS) W/ 3 1/4" EMBED EACH SIDE OF

POST. AJUST POST SPACING AS REQUIRED

TO AVOID OVERHEAD DOUBLE TEE STEMS

PRECAST SPANDREL

INTERIOR

EXTERIOR

FLASHING

METAL LOUVER,

RE: MECHANICAL

DRAWINGS

BACKER ROD AND SEALANT

PRECAST, RE: STRUCTURAL

V.I.F.

8"

TREATED WOOD

SHIM

ATTACHMENT PER MANUFACTURERS

RECOMMENDATION

METAL LOUVER,

RE: MECHANICAL

DRAWINGS

BACKER ROD AND

SEALANT

INTERIOR

EXTERIOR

PRECAST, RE: STRUCTURAL

V .I.

F

8"

FLASHING

METAL LOUVER,

RE: MECHANICAL

DRAWINGS

TREATED

WOOD SHIM

BACKER ROD AND

SEALANT

PRECAST,

RE:STRUCTURAL

V.I.F.

8"

EXTERIOR

INTERIOR

ATTACHMENT PER MANUFACTURERS

RECOMMENDATION

GRAVEL STOP W/ DRIP

EDGE

ROOFING MEMBRANE WRAPPED

UP WALL TO TERMINATION BAR

1/2" PROTECTION BOARD

1-1/2" RIGID INSULATION

METAL DECKING,

RE: STRUCTURAL

STRUCTURAL FRAMING,

RE: STRUCTURAL

OVERHEAD DOOR OPERATOR, SEE 9/AE601.

5 "

TERMINATION BAR AND COUNTER FLASHING

BELOW PRECAST REVEAL, TYP.

METAL PANEL ATTACHED PER MANUFACTURER'S

RECOMMENDATION TO STRUCTURAL FRAMING TO MATCH

EXISTING BUILDING, COLOR TO MATCH PANTONE 541, TYP.

RE: STRUCTURAL

5' - 8"

1" MARINE GRADE EXTERIOR SHEATHING

SEALANT, TYP.

1" SQUARE HSS TUBE END PANEL FRAMING

AS REQUIRED

ROOFING MEMBRANE LAPPED OVER

LOWER ROOFING MEMBRANE

TERMINATION BAR BEHIND

DOWNSPOUT

ROOFING MEMBRANE

CANT STRIP

PROTECTION BOARD

6" MIN TAPERED RIGID INSULATION,

SLOPED 1/4" PER FOOT TO SCUPPER

1/4" / 12"

DOWNSPOUT

METAL COPING BEYOND

SEALANT

CURTAIN WALL SYSTEM,

REFER TO SHEET AE602

FOR MORE INFORMATION

CURTAIN WALL SYSTEM

CLIP ATTACHMENT TO

VERTICAL MULLION

PROVIDED BY CURTAIN

WALL MANUFACTURER

PAINTED STRUCTURAL

MEMBER, REFER TO

STRUCTURAL DRAWINGS

FOR MORE INFORMATION

PRECAST WALL BEYOND

PRECAST SPANDREL

CHAIN LINK FENCE FALL

DETERRENT

PRECAST COLUMN

1 1/2" 1 1/2"

WALL MOUNT POST BAND BRACKET

(MOUNTING DETAIL TO BE DETERMINED BY

CHAIN LINK FENCING MANUFACTURER)

1/

2"

PRECAST SPANDREL

TYP.

3' - 0"

T Y

P

5'

1/

2"

PRECAST SPANDREL

CHAIN LINK FENCE FALL

DETERRENT

PRECAST COLUMN

1 1/2" 1 1/2"

1/

2"

WALL MOUNT POST BAND BRACKET

(MOUNTING DETAIL TO BE DETERMINED BY

CHAIN LINK FENCING CONTRACTOR.)

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:4

P

M

AE501

BUILDING DETAILS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 3" = 1'-0"AE501

7 TYPICAL PRECAST REVEAL DETAIL

SCALE: 1 1/2" = 1'-0"AE501

6 FALL DETERRENT SNOW GATE DETAIL

SCALE: 1 1/2" = 1'-0"AE501

3 TYPICAL WIRE METAL MESH FALL DETERRENT TOP

SCALE: 1 1/2" = 1'-0"AE501

4 TYPICAL WIRE METAL MESH FALL DETERRENT

SCALE: 3/4" = 1'-0"AE501

1 TYPICAL WIRE METAL MESH FALL DETERRENT ELEVATION

SCALE: 1/2" = 1'-0"AE501

5 TYPICAL WIRE METAL MESH FALL DETERRENT GATE ELEVATION

SCALE: 1 1/2" = 1'-0"AE501

2 TYPICAL WIRE METAL MESH FALL DETERRENT TOP @ SPANDREL

SCALE: 1 1/2" = 1'-0"AE501

8 LOUVER HEAD DETAIL

SCALE: 1 1/2" = 1'-0"AE501

9 LOUVER JAMB DETAIL

SCALE: 1 1/2" = 1'-0"AE501

10 LOUVER SILL DETAIL

SCALE: 1" = 1'-0"AE501

11 ROOF CANOPY TYP. DETAIL

SCALE: 1 1/2" = 1'-0"AE501

12 TERM. BAR @ GUTTER DETAIL

SCALE: 1 1/2" = 1'-0"AE501

13 CURTAIN WALL CONNECTION TO STEEL BEAM DETAIL, TYP.

SCALE: 3/4" = 1'-0"AE501

14 TYPICAL WIRE METAL MESH FALL DETERRENT ELEVATION - SHEAR WALL PUNCH-OUT

SCALE: 3/4" = 1'-0"AE501

15 TYPICAL CHAIN LINK FENCE FALL DETERRENT ELEVATION @ BASE - SHEAR WALL PUNCH-OUT

S2

AS SCHEDULED 2" TYP

A S

S C

H E

D U

LE

D

AS SCHEDULED 2" TYP4"

A

S S

C H

E D

U

LE

D

A S

S C

H E

D U

LE

D

AS SCHEDULED

SG

A S

S C

H E

D U

LE

D

AS SCHEDULED

A S

S C

H E

D U

LE

D

AS SCHEDULED

AE601

TYP

AE601

TYP

DOOR AND FRAME TYPE LEGEND

S4

FL FG

T

DOOR TYPE ABBREVIATIONS

FL FLUSH

FG FULL GLASS

SG SECURITY GRILLE

OH OVERHEAD ROLLING

DOOR MATERIAL ABBREVIATIONS

AL ALUMINUM

HM HOLLOW METAL

SS STAINLESS STEEL

GS GALVANIZED STEEL

FRAME TYPE ABBREVIATIONS

S2 SINGLE / 2" HEAD

S4 SINGLE / 4" HEAD

SE SINGLE ENTRANCE / HEAD SIZE VARY PER MFR.

EL ELEVATOR SLIDING / HEAD SIZE VARY PER MFR.

RL RAIL / PER MFR.

FRAME MATERIAL ABBREVIATIONS

AL ALUMINUM

HM HOLLOW METAL

SS STAINLESS STEEL

ST STEEL

AE601

TYP

AE601

TYP

OH

A S

S C

H E

D U

LE

D

AS SCHEDULED

AS SCHEDULED

A S

S C

H E

D U

LE

D

4" 8"

A F

F

3'

2'

NL

1. DOOR THICKNESS IS DEPENDENT ON MANUFACTURER. CONTRACTOR IS

RESPONSIBLE TO COORDINATE ANY ASSOCIATED ACCESSORIES IN ORDER

TO ACHIEVE THE FUNCTIONALITY OF THE DOOR.

2. PROVIDE AUTOMATIC DOOR OPENER AND ASSOCIATED ACCESSORIES.

REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

3. PROVIDE CARD READER AND ASSOCIATED ACCESSORIES. PROVIDE

ELECTRIC STRIKE AND OR ELECTRIFIED EXIT DEVICES AS REQUIRED. REFER

TO ENGINEERING DRAWINGS AND ACCESS CONTROL FOR ADDITIONAL

INFORMATION.

A. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL HARDWARE

REQUIREMENTS BETWEEN HARDWARE SUPPLIES, ACCESS CONTROL

VENDOR, AND ANY OTHER TRADES THAT ARE INVOLVED. REQUIRED POWER

SUPPLIES AND AUXILIARY COMPONENTS THAT IS REQUIRED TO MAKE A

HARDWARE SET WORK BETWEEN ACCESS CONTROL AND HARDWARE SHALL

BE PROVIDED.

B. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE FACTORY PRIMED AND

RECEIVE PAINT FINISH ON SITE. REFER TO FINISH SCHEDULE FOR HOLLOW

METAL PAINT COLOR.

C. PROVIDE SEALANT AROUND PERIMETER OF DOOR/ WINDOW FRAME

ADJACENT TO WALL AND FLOOR CONSTRUCTION, BOTH SIDES.

D. LOCATE HINGE SIDE OF DOOR 6" OFF OF ADJACENT WALL UNLESS

OTHERWISE INDICATED ON FLOOR PLAN AE SERIES

E. MAINTAIN ADA CLEARANCE AROUND DOORS AND REFER ANY

DISCREPANCIES TO COR AND ARCHITECT FOR CLARIFICATION.

F. REFER TO DOOR/ WINDOW AND FRAME LEGEND FOR REFERENCE TO

TYPICAL HEAD, JAMB AND SILL DETAILS.

G. ALL HOLLOW METAL JAMBS TO BE PREPARED FOR ACCESS CONTROL AND

SECURITY HARDWARE. REFER TO ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

H. REFER TO SPECIFICATIONS AND ENGINEERING DRAWINGS FOR ADDITIONAL

HARDWARE INFORMATION.

I. COORDINATE POWER AND DATA REQUIREMENTS AT DESIGNATED DOOR

OPENINGS WITH ENGINEERING DRAWINGS.

DOOR AND FRAME GENERAL NOTES

DOOR SCHEDULE COMMENTS

REINF. BOND BEAM

HOLLOW METAL FRAME,

GROUT SOLID,

RE: DOOR SCHEDULE

CMU WALL,

RE: STRUCTURAL

SEALANT, BOTH SIDES

HOLLOW METAL FRAME,

GROUT SOLID,

RE: DOOR SCHEDULE

CMU WALL

RE: STRUCTURAL

SEALANT, BOTH SIDES

JAMB ANCHOR

PRECAST CONCRETE WALL,

RE: STRUCTURAL

HOLLOW METAL FRAME,

GROUT SOLID,

RE: DOOR SCHEDULE

SEALANT, BOTH SIDES

HOLLOW METAL FRAME,

GROUT SOLID,

RE: DOOR SCHEDULE

PRECAST CONCRETE WALL

RE: STRUCTURAL

SEALANT, BOTH SIDES

JAMB ANCHOR

M A

N U

FA

C

T U

R E

R

R E

F E

R T

O

MANUFACTURER

REFER TO

PRECAST CONCRETE WALL,

RE: STRUCTURAL

ROLLING OVERHEAD

DOOR ENCLOSURE

ROLLING OVERHEAD DOOR,

RE: DOOR SCHEDULE

DOOR OPENING BEYOND

CONTINUOUS SEALANT

GRID

RE: PLAN

VARIES

M A

N U

FA

C

T U

R E

R

R E

F E

R T

O

MANUFACTURER

REFER TO

CMU WALL,

RE: STRUCTURAL

ROLLING OVERHEAD

DOOR ENCLOSURE

ROLLING OVERHEAD DOOR,

RE: DOOR SCHEDULE

DOOR OPENING BEYOND

CONTINUOUS SEALANT

STEEL LINTEL,

RE: STRUCTURAL

PRECAST WALL,

RE: STRUCTURAL

ROLLING OVERHEAD DOOR,

RE: DOOR SCHEDULE

6" WIDE GALVANIZED STEEL

EMBED PLATE @ JAMB,

RE: STRUCTURAL

WELDED CONNECTION

CMU WALL,

RE: STRUCTURAL

ROLLING OVERHEAD DOOR,

RE: DOOR SCHEDULE

EXPANSION ANCHOR,

DIAMETER AND SPACING AS

PER MFR RECOMMENDATION

14 GA. FASCIA PLATE CONT.

TO SILL ABOVE

CMU WALL.

RE: STRUCTURAL

STRUT ANGLE

20 GA. METAL HANGER

COVER AS REQ.

HANGER HOUSING

CONT. ANGLE SECURED TO

BENT PLATE

FIXTURE BOX & INDICATOR

CAULK

CLOSED ENDS

12 GA METAL FRAME

BENT PLATE HEADER

METAL SILL

SILL PLATE WELDED STRUT

ANGLE

CLIP ANGLES WELDED TO

JAMBS AT SILL

GROUT SOLID

METAL FRAME

CMU WALL

SEALANT

REMOVABLE GUIDES

TYP, NARROW NON-SLIP SILL AS

APPROVED EXTRUDED OR CAST

14 GA. FASCIA PLATE

GROUT SOLID

SILL CLIP

POURED CONCRETE FLOOR

SLAB W/EPOXY FINISH. RE:

STRUCTURAL

6 PR. SILL BRACKETS OR 5

'Z' BARS

JAMB BRACKET

SCHEDULED ALUMINUM

STOREFRONT DOOR

WALL TYPE,

RE: PLANS

SHIM

BACKER ROD AND SEALANT

ALUMINUM STOREFRONT

1 3/4" 1/4"

4"

SCHEDULED ALUMINUM

STOREFRONT DOOR

SHIM

BACKER ROD AND SEALANT

ALUMINUM STOREFRONT

SCHEDULED GLAZING

3/

4" WALL TYPE, RE:PLANS

SCHEDULED ALUMINUM

STOREFRONT DOOR

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

TRANSOM

SCHEDULED GLAZING

SCHEDULED GLAZING

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:4

P

M

AE601

DOOR SCHEDULE

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

DOOR SCHEDULE

DOOR

NUMBER

ROOM DIMENSIONS DOOR FRAME DETAILS FIRE

RATING

GLAZING

TYPE

HARDWARE

SET COMMENTSNUMBER NAME WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL

100a 100 LEVEL 1 - LOBBY 3' - 6" 7' - 0" 1 3/4" FG AL CLEAR SE AL CLEAR 11/AE601 5/AE601 0 3

101a 101 EAST STAIR 3' - 4" 7' - 0" 1 3/4" FL HM PAINT S4 HM PAINT 7/AE601 1/AE601 0 3

102a 102 ELEV 1 4' - 0" 7' - 0" FL SS CLEAR EL SS CLEAR 14/AE601 15/AE601 13/AE601 0

103a 103 ELEV 2 4' - 0" 7' - 0" FL SS CLEAR EL SS CLEAR 14/AE601 15/AE601 13/AE601 0

104a 104 WEST STAIR 3' - 4" 7' - 0" 1 3/4" NL HM PAINT S2 HM PAINT 7/AE601 1/AE601 0 3

104b 104 WEST STAIR 3' - 6" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 7/AE601 1/AE601 0 3

105a 105 ELEV. CONTROLS 3' - 0" 7' - 0" 1 3/4" FL HM PAINT S4 HM PAINT 8/AE601 2/AE601 0 3

106a 106 ELECTRICAL 3' - 4" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 8/AE601 2/AE601 0 1A

107a 107 SECURITY 3' - 4" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 8/AE601 2/AE601 0 1B

108a 108 OIT 3' - 4" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 8/AE601 2/AE601 0 1B 3

109a 109 STORAGE 3' - 4" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 8/AE601 2/AE601 0 2

109b 109 STORAGE 12' - 0" 8' - 0" 2" OH GS PREFIN RL ST GALV 10/AE601 4/AE601 0 1

111a 27' - 0" 8' - 4" 2" SG GS PREFIN RL ST GALV 9/AE601 3/AE601 0 1

111b 27' - 0" 8' - 4" 2" SG GS PREFIN RL ST GALV 9/AE601 3/AE601 0 1

201a 201 EAST STAIR 3' - 4" 7' - 0" 1 3/4" NL HM PAINT S2 HM PAINT 7/AE601 1/AE601 0 3

202a 202 ELEV 1 4' - 0" 7' - 0" FL SS CLEAR EL SS CLEAR 14/AE601 15/AE601 13/AE601 0

203a 203 ELEV 2 4' - 0" 7' - 0" FL SS CLEAR EL SS CLEAR 14/AE601 15/AE601 13/AE601 0

204a 204 WEST STAIR 3' - 4" 7' - 0" 1 3/4" NL HM PAINT S2 HM PAINT 7/AE601 1/AE601 0 3

301a 301 EAST STAIR 3' - 4" 7' - 0" 1 3/4" NL HM PAINT S2 HM PAINT 7/AE601 1/AE601 0 3

302a 302 ELEV 1 4' - 0" 7' - 0" FL SS CLEAR EL SS CLEAR 14/AE601 15/AE601 13/AE601 0

303a 303 ELEV 2 4' - 0" 7' - 0" FL SS CLEAR EL SS CLEAR 14/AE601 15/AE601 13/AE601 0

304a 304 WEST STAIR 3' - 4" 7' - 0" 1 3/4" NL HM PAINT S2 HM PAINT 7/AE601 1/AE601 0 3

401a 401 EAST STAIR 3' - 4" 7' - 0" 1 3/4" NL HM PAINT S2 HM PAINT 7/AE601 1/AE601 0 3

402a 402 ELEV 1 4' - 0" 7' - 0" FL SS CLEAR EL SS CLEAR 14/AE601 15/AE601 13/AE601 0

403a 403 ELEV 2 4' - 0" 7' - 0" FL SS CLEAR EL SS CLEAR 14/AE601 15/AE601 13/AE601 0

404a 404 WEST STAIR 3' - 4" 7' - 0" 1 3/4" NL HM PAINT S2 HM PAINT 7/AE601 1/AE601 0 3

504a 504 WEST STAIR 3' - 4" 7' - 0" 1 3/4" NL HM PAINT S2 HM PAINT 7/AE601 1/AE601 0 3

SCALE: 3" = 1'-0"AE601

8 DOOR HEAD DETAIL, CMU

SCALE: 3" = 1'-0"AE601

2 DOOR JAMB DETAIL, CMU

SCALE: 3" = 1'-0"AE601

7 DOOR HEAD DETAIL, PRECAST CONCRETE

SCALE: 3" = 1'-0"AE601

1 DOOR JAMB DETAIL, PRECAST CONCRETE

SCALE: 1 1/2" = 1'-0"AE601

9 OVERHEAD DOOR HEAD DETAIL @ PRECAST

SCALE: 1 1/2" = 1'-0"AE601

10 OVERHEAD DOOR HEAD DETAIL @ MASONRY

SCALE: 1 1/2" = 1'-0"AE601

3 OVERHEAD DOOR JAMB DETAIL @ PRECAST

SCALE: 1 1/2" = 1'-0"AE601

4 OVERHEAD DOOR JAMB DETAIL @ MASONRY

SCALE: 3" = 1'-0"AE601

14 HEAD DETAIL @ ELEV., TYP

SCALE: 3" = 1'-0"AE601

15 JAMB DETAIL @ ELEV., TYP

SCALE: 3" = 1'-0"AE601

13 SILL DETAIL @ ELEV., TYP

SCALE: 3" = 1'-0"AE601

5 STOREFRONT DOOR JAMB DETAIL

SCALE: 3" = 1'-0"AE601

6 EXTERIOR STOREFRONT DOOR HEADER DETAIL

SCALE: 3" = 1'-0"AE601

11 EXTERIOR STOREFRONT DOOR W/TRANSOM HEADER DETAIL

ENTRANCE

ENTRANCE

C

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

4'

8' - 0"

GL-1 GL-1 GL-1

AE602

TYP

AE602

TYP

AE602

TYP

B

E Q

E Q

7'

6' - 0"

GL-1

GL-1

AE602

TYP

AE602

TYP

AE602

TYPA

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

4'

14' - 4"

GL-1 GL-1 GL-1

AE602

TYP

AE602

TYP

AE602

TYP

E

4' - 6" 7' - 4" 4' - 6"

6'

1/ 2"

4'

/2

6'

1/ 2"

4'

/2

7'

/4

E Q

E Q

E Q

E Q

E Q

E Q

16' - 4"

GL-1 GL-1 GL-1

GL-1 GL-1 GL-1

GL-1 GL-1GL-1

SL-1

SL-1

SL-1 SL-1

SL-1

SL-1

SL-1 SL-1

SL-1

SL-1

SL-1 SL-1

AE602

TYP

AE602

TYP

AE602

TYP

1'

1'

1/ 4"

8" 1'

1/

4" 8"

1'

1/ 2"

100a

G

8'

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

8' - 0"

3' - 6"

7'

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1GL-1

AE601

AE602

TYP

AE602

TYP

6"

A. TEMPER ALL GLAZING WITHIN 60 INCHES OF FINISH FLOOR AND WITHIN 24

INCHES HORIZONTALLY OF DOOR.

B. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS, LANDINGS

AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE;

WHEN EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE

THE PLANE OF THE ADJACENT WALKING SURFACE.

C. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS WITHIN 60

INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY

DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60

INCHES ABOVE THE NOSE OF THE TREAD.

D. TEMPER ALL GLAZING WITHIN DOORS.

E. TEMPER PANE IF THE AREA IS GREATER THAN 9 SF.

NOTE: ALL GLAZING IS TYPE "G" UNLESS OTHERWISE NOTED BELOW

GLAZING GENERAL NOTES

CLEAR FULLY TEMPERED FLOAT GLASS

SPANDREL FULLY TEMPERED FLOAT GLASS

GL1

SL1

GLAZING LEGEND

SCHEDULED GLAZING

ALUMINUM STOREFRONT

BACKER ROD AND SEALANT

SHIM

PRECAST CONCRETE,

RE: STRUCTURAL

1 3/4" 1/4"

1/ 4"

4" 1/

4"

SCHEDULED GLAZING

ALUMINUM STOREFRONT

BACKER ROD AND SEALANT

SHIM

PRECAST CONCRETE, RE:

STRUCTURAL

3/

4"

1/ 4"

1/4"

4"

1/4"

SCHEDULED GLAZING

ALUMINUM STOREFRONT

BACKER ROD AND SEALANT

SHIM

PRECAST CONCRETE, RE:

STRUCTURAL

4" 1/4"

3/

4"

3/ 8"

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:5

P

M

AE602

STOREFRONT ELEVATIONS AND

DETAILSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 ARO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 1/2" = 1'-0"AE602

1 STOREFRONT ELEVATION 'C'

SCALE: 1/2" = 1'-0"AE602

2 STOREFRONT ELEVATION 'B'

SCALE: 1/2" = 1'-0"AE602

3 STOREFRONT ELEVATION 'A'

SCALE: 1/2" = 1'-0"AE602

4 STOREFRONT ELEVATION 'E'

SCALE: 1/2" = 1'-0"AE602

5 STOREFRONT ELEVATION 'G'

SCALE: 6" = 1'-0"AE602

7 STOREFRONT JAMB DETAIL

SCALE: 6" = 1'-0"AE602

6 STOREFRONT HEADER DETAIL

SCALE: 6" = 1'-0"AE602

8 STOREFRONT SILL DETAIL

UP

1 2 3 4 5 6 7 8

A

B

C

1.5

STOP

STOP

B.6

EAST STAIR

LEVEL 1 - LOBBY

ELEV 1

ELEV 2

ELECTRICAL

SECURITY

OIT

STORAGE

WEST STAIR

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

T Y

P

/2

T Y

P

9' - 0" TYP.

EQ EQ EQ EQ

V1 - D V4 - D

E1,E3 - D E2,E3,E4 - D

P

A

P1 - A

P1 - A

P1 - A

P1 - A

E E

D E

,E

,E

D

V

D

V3 - D

P2 - A

B

A B

A P

A R

A R

A R

A

104b

104a

B

A B

A B

A B

A

V11 - D

V

D

V

D

V5 -D

3.3% SLOPE

3% SLOPE

AP501

TYP.

B7 - A

COMPACT

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:5

P

M

AP101

LEVEL 1 STRIPING, SIGNAGE AND

WATERPROOFING PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

LEVEL 4 - WEST

EL 128'-0"

LEVEL 3 - WEST

EL 116'-8"

LEVEL 2 - WEST

EL 105'-4"

LEVEL 1 - WEST

EL 94'-0"

LEVEL 5 - WEST

EL 139'-4"

ISOMETRIC VIEW KEY

SCALE: 3/32" = 1'-0"AP101

1 LEVEL 1 STRIPING, SIGNAGE & WATERPROOFING PLAN

N

PLAN

NORTH

N

TRUE

NORTH

GARAGE PARKING SUMMARY

DESCRIPTION COUNT

LEVEL 1

ADA VAN ACCESSIBLE PARKING SPACE 3

PARKING SPACE 92

LEVEL 2

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 3

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 4

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 5 - WEST

PARKING SPACE 5

GARAGE TOTAL: 403

DN

A

B

C

1.5

STOP

STOP

B.6

ELEV 2

ELEV 1

LEVEL 2 - LOBBY

EAST STAIR

WEST STAIR

P

A

P1 - A

P1 - A

P2 - A

B

A B

A P

A R

A R

A R

A R

A R

A R

A

R2 - A

R2 -AR2 -A

P1 - A

P1 - A

EQ EQ EQ EQ

E Q

E Q

E Q

E Q

EQ EQ EQ EQ

E Q

E Q

E Q

E Q

V

D

V5 - D

V

D

V5 -D

V

D

V10 -D

V

D

V10 - D

3.3% SLOPE

3% SLOPE

AP501

TYP.

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:0

P

M

AP102

LEVEL 2 STRIPING, SIGNAGE AND

WATERPROOFING PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

LEVEL 4 - WEST

EL 128'-0"

LEVEL 3 - WEST

EL 116'-8"

LEVEL 2 - WEST

EL 105'-4"

LEVEL 1 - WEST

EL 94'-0"

LEVEL 5 - WEST

EL 139'-4"

ISOMETRIC VIEW KEY

SCALE: 3/32" = 1'-0"AP102

1 LEVEL 2 STRIPING, SIGNAGE & WATERPROOFING PLAN

N

PLAN

NORTH

N

TRUE

NORTH

GARAGE PARKING SUMMARY

DESCRIPTION COUNT

LEVEL 1

ADA VAN ACCESSIBLE PARKING SPACE 3

PARKING SPACE 92

LEVEL 2

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 3

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 4

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 5 - WEST

PARKING SPACE 5

GARAGE TOTAL: 403

B

C

1.5

B.6

ELEV 2

ELEV 1

LEVEL 3 - LOBBY

EAST STAIR

WEST STAIR

STOP

STOP

B

A P

A

P1 - A

P1 - A

P2 - A

R

A R

A R

A R

A R

A R

A

R2 - A

R2 -AR2 -A

P1 - A

P1 - A

B

A B

A P

A

V

D

V5 - D

V

D

V5 -D

V

D

V10 -D

V

D

V10 - D

EQ EQ EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

EQ EQ EQ EQ

3.3% SLOPE

3% SLOPE

AP501

TYP.

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:0

P

M

AP103

LEVEL 3 STRIPING, SIGNAGE AND

WATERPROOFING PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

LEVEL 4 - WEST

EL 128'-0"

LEVEL 3 - WEST

EL 116'-8"

LEVEL 2 - WEST

EL 105'-4"

LEVEL 1 - WEST

EL 94'-0"

LEVEL 5 - WEST

EL 139'-4"

ISOMETRIC VIEW KEY

SCALE: 3/32" = 1'-0"AP103

1 LEVEL 3 STRIPING, SIGNAGE & WATERPROOFING PLAN

N

PLAN

NORTH

N

TRUE

NORTH

GARAGE PARKING SUMMARY

DESCRIPTION COUNT

LEVEL 1

ADA VAN ACCESSIBLE PARKING SPACE 3

PARKING SPACE 92

LEVEL 2

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 3

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 4

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 5 - WEST

PARKING SPACE 5

GARAGE TOTAL: 403

B

C

1.5

B.6

EAST STAIR

LEVEL 4 - LOBBY

ELEV 2

ELEV 1

WEST STAIR

STOP

STOP

P

A

P1 - A

P1 - A

P2 - A

R

A R

A R

A R

A R

A R

A

R2 - A

R2 -AR2 -A

P1 - A

P1 - A

B

A B

A P

A

V

D

V5 - D

EQ EQ EQ EQ

E Q

E Q

E Q

E Q

EQ EQ EQ EQ

E Q

E Q

E Q

E Q

3.3% SLOPE

3% SLOPE

AP501

TYP.

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:0

P

M

AP104

LEVEL 4 STRIPING, SIGNAGE AND

WATERPROOFING PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

LEVEL 4 - WEST

EL 128'-0"

LEVEL 3 - WEST

EL 116'-8"

LEVEL 2 - WEST

EL 105'-4"

LEVEL 1 - WEST

EL 94'-0"

LEVEL 5 - WEST

EL 139'-4"

ISOMETRIC VIEW KEY

SCALE: 3/32" = 1'-0"AP104

1 LEVEL 4 STRIPING, SIGNAGE & WATERPROOFING PLAN

N

PLAN

NORTH

N

TRUE

NORTH

GARAGE PARKING SUMMARY

DESCRIPTION COUNT

LEVEL 1

ADA VAN ACCESSIBLE PARKING SPACE 3

PARKING SPACE 92

LEVEL 2

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 3

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 4

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 5 - WEST

PARKING SPACE 5

GARAGE TOTAL: 403

B

C

1.5

B.6

WEST STAIR

STOP

STOP

P

A

P1 - A

P1 - A

R

A R

A R

A R

A R

A R

A

R2 - A

R2 -AR2 -A

EQ EQ EQ EQ

E Q

E Q

E Q

E Q

P2 - A

B

A B

A P

A

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:1

P

M

AP105

LEVEL 5 STRIPING, SIGNAGE AND

WATERPROOFING PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

LEVEL 4 - WEST

EL 128'-0"

LEVEL 3 - WEST

EL 116'-8"

LEVEL 2 - WEST

EL 105'-4"

LEVEL 1 - WEST

EL 94'-0"

LEVEL 5 - WEST

EL 139'-4"

ISOMETRIC VIEW KEY

SCALE: 3/32" = 1'-0"AP105

1 LEVEL 5 STRIPING, SIGNAGE & WATERPROOFING PLAN

N

PLAN

NORTH

N

TRUE

NORTH

GARAGE PARKING SUMMARY

DESCRIPTION COUNT

LEVEL 1

ADA VAN ACCESSIBLE PARKING SPACE 3

PARKING SPACE 92

LEVEL 2

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 3

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 4

ADA PARKING SPACE 9

PARKING SPACE 92

LEVEL 5 - WEST

PARKING SPACE 5

GARAGE TOTAL: 403

'-0

9'-0"

18'-0"

'-0

9' -0

R

E F

E R

T O

P

LA

N S

9'-0" REFER TO PLANS

TO PLANS

REFER

9'-0"

'-0

3' - 0"

RADIU

S

VAN

5'-0" 11'-0" 5'-0" 8'-0" 5'-0"

'-0

4" WIDE

STRIPING, TYP

CROSS HATCH @

24" OC

ACCESSIBLE

SYMBOL, REFER TO

5/AP501, TYP

ACCESSIBLE AISLE

5'-0"

5' -0

2" 9" 4"

4"

TYP

3"

3".

7"

4" 4"

3" 3' -9

1/ 2"

3"

1'-2"

10 1/2" 3'-3"

4".

WHITE PAINT,

TYP

BLUE PAINT,

TYP

9' -4

5' -0

3'-8"

1'-5" 10"

3' -6

3" 4" 5"

(4) 3/4" ø EPOXY

ANCHORS SET IN

3" DEEP DRILLED

HOLES

6" ø STEEL BOLLARD

SCHED 40 PIPE,

GALVANIZED AND FILLED

WITH CONC W/ 3/8"x8"x8"

BASE PLATE

GALVANIZED (PAINT

TRAFFIC YELLOW)

NOTE:

1. 1/4"x8"x8" NEOPRENE PAD BETWEEN CONC & STEEL BASE PL

AT PRECAST

DOUBLE TEE

AT SLAB-ON-GRADE

1/4"

3" 3"

3' -6

S E

E S

T R

U C

T

2' -0

BASE

1'-4" ø CONC

ROUNDED CONC FILL AT TOP

6" ø STEEL BOLLARD, SCHED 40 PIPE

GALV FILLED WITH CONCRETE

(PAINT TRAFFIC YELLOW)

TOOLED JOINT W/SEALANT SLAB ON GRADE

SEALANT ALL AROUND

NOTE:

REFER TO SPEC DIVISION 03-

CONCRETE, DIVISION 05-

METALS, AND STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFO.

CONC BRICK

THIS DETAIL FOR BOLLARDS LOCATED INSIDE PARKING STRUCTURE.

8' -0

8'-0"

1' -0

9'

-0

NOTES:

1. OVERALL DIMENSIONS TYP FOR SINGLE WORD

PAVEMENT MARKINGS.

2. REFER TO MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES "MARKINGS" SECTION FOR ADDL INFO.

3. PAINT TRAFFIC WHITE

SKIP YELLOW

STRIPE OR DRIVE

AISLE CENTER LINE.

4" WIDE WHITE

STRIPE, 4'-0" LONG

DASH WITH 4'-0"

GAP.

E Q

E Q

+1'-0"

EQUAL

+1'-0"

EQUAL

'-0

'-0

'-0

TERMINATE SKIP

YELLOW STRIPE AT

FACE OF COLUMN

OR EGE OF STRIPE

AT TURNS

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:

C U s e rs

\j jo n e s \D o c u m e n ts

\2

.1

A v jjo n e s

J S

C .r v t

/6

/2

:5

:1

P

M

AP501

STRIPING AND PAINTED

GRAPHICS DETAILSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

950 CAMPBELL AVENUE, WEST HAVEN, CT 06516

689-409

FACILITIES MANAGEMENT

11/30/2021 AO JDJ

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 1/8" = 1'-0"AP501

1 STANDARD SPACE

SCALE: 1/8" = 1'-0"AP501

2 CORNER SPACE

SCALE: 1/8" = 1'-0"AP501

3 END OF ROW SPACE

SCALE: 1/8" = 1'-0"AP501

4 ACCESSIBLE SPACE

SCALE: 1/2" = 1'-0"AP501

8 ACCESSIBLE SYMBOL

SCALE: 1/4" = 1'-0"AP501

6 TRAFFIC ARROW

SCALE: 3/4" = 1'-0"AP501

10 BOLLARD AT SUPPORTED SLAB DETAIL

SCALE: 3/4" = 1'-0"AP501

9 BOLLARD AT SLAB-ON-GRADE DETAIL

SCALE: 1/4" = 1'-0"AP501

7 STOP BAR DETAIL

SCALE: 1/8" = 1'-0"AP501

5 DRIVE AISLE DIVIDER LINE DETAIL

MARK MOUNTING TYPE SIGN MOUNTING DETAIL

SIGN MOUNTING SCHEDULE

A VERTICAL SURFACE MOUNT

B VERTICAL SURFACE MOUNT

C HANGING MOUNT

D HANGING MOUNT REFER TO 4/AP512

E REFER TO 5/AP512

F REFER TO 6/AP512

G REFER TO 7/AP512

POST MOUNT

SPANDREL POST

REFER TO 3/AP512

REFER TO 2/AP512

REFER TO 1/AP512

REMARKS

WALL OR COLUMN MOUNTED

TEE STEM MOUNTED

SWING FRAME W/ NO BANG BAR

PVC PIPE

BOLLARD/ POST

SPANDREL / POST

MOUNTING

HEIGHT

5' - 0"

8' - 4"

8' - 4"

8' - 2"

5' - 0"

5' - 0"POLE MOUNTED LIGHT POLE/ SUPPORT POST

SIGN SCHEDULE

MARK

E1

E2

E3

E4

VEHICULAR SIGNS

V1

ENTRANCE/EXIT SIGNS

SIGN MESSAGE

VA SIGN

TYPE REMARKS

Entrance PS-08

Exit PS-08

8'-2" Clearance 8'-2" PS-09

DO NOT ENTER PS-09

Park PS-01.04

V2 Park Exit

V3 Park

V4

V5 Exit

V6

V7

Exit

PEDESTRIAN SIGNS

P1

IN-01.04P3

P4

P5

P6

REGULATORY SIGNS

R1 ADA

R2 ADA Van

R3 No Parking

BUILDING SIGNS

B1

IN-04.02

SIMILAR

B2

IT Room (BRAILLE)

B3

Security (BRAILLE)B1

B1 Electrical (BRAILLE)

B4

B6

Elevator Machine Room (BRAILLE)

B1B5

Elevators (BRAILLE)

PS-01.04

PS-02.03

PS-02.03

PS-01.04

PS-01.04

PS-01.04

R4 PS-04.01No Pedestrians in Entry / Exit Lanes

P2

SIGN LENGTH 5' - 0" MAX

SIGN LENGTH 5' - 0" MAX

SIGN LENGTH 5' - 0" MAX

SIGN LENGTH 5' - 0" MAX

Park

Exit

V8

V9

V10

V11

V12

PS-01.04

PS-01.04

Park

SIGN LENGTH 5' - 0" MAX

SIGN LENGTH 5' - 0" MAX

SIGN LENGTH 5' - 0" MAXExit

SIGN LENGTH 5' - 0" MAX

PS-01.04

PS-01.04

PS-02.03

Exit

Park

ExitPark

B7

Storage (BRAILLE)

IN-04.02

SIMILAR

IN-04.02

SIMILAR

IN-04.02

SIMILAR

IN-04.02

SIMILAR

IN-04.02

SIMILAR

IN-04.02

SIMILAR

1' -6" X 1' -6"

P7

P8

PS-02.04

PS-02.04

PS-02.04

PS-02.04

PS-02.04

PS-03.01

PS-05.02

Level "X"

Stair "X" , Level "X"

In Case of Fire, Do Not Use Elevator...

Stairs

Elevator Stair

Elevator Stair

Elevator Stair

Elevator Stair

PS-12.04

PS-12.04

MUTCD SIGN

R8-3A

Exit

CENTER OF DRIVE AISLE

PXX

VXX

VXXVXX

LENGTH OF SPACE EQ EQ LENGTH OF SPACE

EQ EQ EQ

PEDESTRIA

N SIGN

VEHICULAR SIGN

EQ EQ

Park

6'-0"

8" 4'-8" 8"

Exit1' -0

3"

REFER TO SIGN MARK V7-X AND VA SIGNAGE DESIGN GUIDE FOR ADDITIONAL INFORMATION

Stairs

10'-0"

8" 8'-8" 8"

Elevator1' -0

3"

REFER TO SIGN MARK P4-X AND VA SIGNAGE DESIGN GUIDE FOR ADDITIONAL INFORMATION

BLACK MATTE BACKGROUND,

TYP ALL VEHICULAR SIGNS

WHITE REFLECTIVE COPY, TYP

ALL VEHICULAR SIGNS

Park

6'-0"

8" 4'-8" 8"

1' -0

3"

REFER TO SIGN MARK V2-X AND VA SIGNAGE DESIGN GUIDE FOR ADDITIONAL INFORMATION

8'-2" Clearance 8'-2"

10'-0"

6"

REFER TO SIGN MARK E3-X AND VA SIGNAGE DESIGN GUIDE FOR ADDITIONAL INFORMATION

Do Not Enter6"

10'-0"

REFER TO SIGN MARK E4-X AND VA SIGNAGE DESIGN GUIDE FOR ADDITIONAL INFORMATION

RED SYMBOL, TYP

SHEET NOTES

COLOR SCHEME:

ENTRANCE/EXIT SIGNS E3 AND E4: YELLOW

BACKGROUND - BLACK COPY

VEHICULAR SIGNS AND PEDESTRIAN SIGNS P3-

P6: BLACK MATTE BACKGROUND - WHITE

REFLECTIVE COPY

SIGNAGE TO BE DESIGNED IN CONJUNCTION

WITH THE VA SIGNAGE DESIGN GUIDE.

1.

SIGNAGE SHALL BE PLACED AS SHOWN IN

PLANS, FOR ADDITIONAL ASSISTANCE IN

LOCATING SIGNAGE REFER TO DETAIL 5/AP501

AND VA SIGNAGE DESIGN GUIDE.

GARAGE SIGNAGE SHALL BE COLOR CODED BY LEVEL.

REFER TO COLORS BELOW FOR SELECTIONS FROM DESIGN

GUIDELINES.

CONFIRM WITH CONTRACTING OFFICER REPRESENTATIVE

FOR FINAL COLOR SELECTION.

LEVEL 1 = MP10844 GRAVITY TRACTOR (RED)

LEVEL 2 = MP13427 "ANOLE GREEN" (GREEN)

LEVEL 3 = MP02160 "SAILBOAT BLUE" (BLUE)

LEVEL 4 = MP01229 ANATRICA ORANGE (ORANGE)

LEVEL 5 = MP02112 PURPLE PRINT (PURPLE)

2.

3.

4.

COORDINATE ROOM NUMBER WITH VA COR.5.

IN CASE OF…