36C25018B0795-014.pdf

T.O.S. LOW POINT

856'-0"

T.O.P

858'-10 1/2"

FINISH CEILING

PREFINISHED ALUMINUM

COPING SYSTEM

MEMBRANE ROOF

SYSTEM

RIGID INSULATION

STRUCTURAL BEAM

RE: STRUCTURAL

WRAP ROOF SYSTEM

OVER PARAPET

6" CFMF

2"

REFER TO

REFLECTED

CEILING PLANS

BACKER ROD AND

SEALANT

PREFORMED

SEALANT

STEEL BENT PLATE

RE:STRUCTURAL

1/2" FIBERGLASS

COVERBOARD

PREFINISHED

ALUMINUM COPING

SYSTEM BEYOND

CFMF KICKER

RE: STRUCTURAL

THROUGH WALL FLASHING

5/8" GYPSUM

BOARD

FACEBRICK

AIR SPACE

3" MINERAL WOOL

INSULATION

1/2" EXTERIOR

SHEATHING WITH AIR

AND VAPOR BARRIER

6" CFMF

BLOCKING

MASONRY ANCHOR AT

16" OC EACH WAY

SEALANT

1/2" REVEAL TYPICAL

1'-6"

CFMF KICKER

RE: STRUCTURAL

DEFLECTION TRACK

SEALANT

3/4" PLYWOOD

(2) LAYERS 3/4"

PLYWOOD

KICKER

RE: STRUCTURAL

LINTEL

RE: STRUCTURAL

SPLICE STUDS TOGETHER

3"

ALUMINUM WINDOW

1/2" REVEAL BEYOND TYPICAL

OPEN HEAD WEEP AT

2'-0"

TERMINATE GYPSUM

BOARD 1/2" BELOW

FLANGE AND SEAL,

TYPICAL

SEALANT

VISION GLAZING

1/2" REVEAL TYPICAL

3 5/8" CFMF

6" MINERAL WOOL

INSULATION

OPEN HEAD VENT -

ALIGN WITH WEEPS

BELOW

FILL VOID WITH

MINERAL WOOL

INSULATION

CFMF BOX HEADER

SECOND FLOOR

829'-4"

FINISH CEILING

STRUCTURAL BEAM

RE: STRUCTURAL

FLOOR SLAB ON

METAL DECK

RE: STRUCTURAL

5/8" GYPSUM

BOARD

2"

REFER TO

REFLECTED

CEILING PLANS

ALUMINUM WINDOW

ALUMINUM WINDOW

BACKER ROD AND

SEALANT

FILL VOID WITH INSULATION

1/2" EXTERIOR

SHEATHING WITH AIR

AND VAPOR BARRIER

3" MINERAL WOOL

INSULATION

MASONRY ANCHOR AT

16" OC EACH WAY

AIR SPACE

FACEBRICK

1/2" REVEAL TYPICAL

BACKER ROD AND

SEALANT

1/2" REVEAL BEYOND TYPICAL

STEEL BENT PLATE

RE:STRUCTURAL

DEFLECTION TRACK

1/2" REVEAL TYPICAL

KICKER

RE: STRUCTURAL

PREFORMED SEALANT

ALUMINUM FLASHING

1/2" SOLID SURFACE

WINDOW STOOL

THROUGH WALL

FLASHING

STRUCTURAL COLUMN

RE: STRUCTURAL

1/2"

1'-6"

2"

1/2" REVEAL BEYOND TYPICAL

PREFORMED

SEALANT

BLOCKING

6" METAL STUD

FRAMING

KICKER

RE: STRUCTURAL

LINTEL

RE: STRUCTURAL

SPLICE STUDS

TOGETHER

/2

FOS

8 5/8"

1/2"

3" 3 5/8"

3"

3"

SEALANT

BLOCKING

5/8" GYPSUM

BOARD

8"

TERMINATE GYPSUM BOARD

1/2" BELOW FLANGE AND

SEAL, TYPICAL

SEALANT

OPEN HEAD WEEP

AT 2'-0" OC

3 5/8" CFMF

SEALANT

SEALANT

SEALANT

OPEN HEAD VENT - ALIGN WITH

WEEPS BELOW

CFMF BOX

HEADER

FIRST FLOOR

816'-0"

STRUCTURAL COLUMN

RE: STRUCTURAL

3" RIGID

INSULATION

DAMPPROOFING

MASONRY ANCHOR

AT 16" OC EACH WAY

3" MINERAL WOOL

INSULATION

FACEBRICK

ALUMINUM WINDOW

1/2" SOLID SURFACE

WINDOW STOOL

5/8" GYPSUM

BOARD

AIR SPACE

1/2" EXTERIOR

SHEATHING WITH AIR

AND VAPOR BARRIER

FOUNDATION WALL

RE: STRUCTURAL

CONCRETE SLAB

RE: STRUCTURAL

2"

1'-6"

6" METAL STUD

FRAMING

BLOCKING

BACKER ROD AND

SEALANT

FILL VOID WITH INSULATION

1/2" EXPANSION

MATERIAL

THROUGH WALL

FLASHING

OPEN HEAD WEEP AT

2'-0"

1/2" REVEAL BEYOND TYPICAL

/2

COLUMN PIER BEYOND

RE: STRUCTURAL

GROUT SOLID

1/2"

GRADE (VARIES)

RE: CIVIL

PREFORMED SEALANT

FOS

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

3"

VAPOR BARRIER

SEALANT

2" RIGID INSULATION

4'-0" BOTH WAYS

COMPACTED FILL

ALUMINUM FLASHING

SEALANT

SEALANT

MORTAR NET

CONCRETE FOOTING

RE: STRUCTURAL

PERIMETER

DRAIN

DAMPPROOFING -

TERMINATE AT BASE

GRAVEL

THIRD FLOOR

842'-8"

STRUCTURAL BEAM

RE: STRUCTURAL

FACEBRICK

5/8" GYPSUM BOARD

REFER TO

REFLECTED

CEILING PLANS

H O

L D

DEFLECTION TRACK

CONTINUOUS

ANGLE, CLIP AND

GUSSET

RE: STRUCTURAL

1/2" REVEAL TYPICAL

KICKER

RE: STRUCTURAL

1'-6"

2"

1/2"

PREFORMED SEALANT

ALUMINUM WINDOW

1/2" REVEAL BEYOND TYPICAL

ALUMINUM FLASHING

BACKER ROD

AND SEALANT

FILL VOID WITH

INSULATION

1/2" EXTERIOR SHEATHING

WITH AIR AND VAPOR

BARRIER

MASONRY ANCHOR AT 16" OC

EACH WAY

STRUCTURAL COLUMN

RE: STRUCTURAL

1/2" SOLID SURFACE

WINDOW STOOL

BLOCKING

6" METAL STUD

FRAMING

FLOOR SLAB ON

METAL DECK

RE: STRUCTURAL

1/2" REVEAL TYPICAL

/2

KICKER

RE: STRUCTURAL

SPLICE STUDS

TOGETHER

FOS

8 5/8"

1/2"

3" 3 5/8"

3"

TERMINATE GYPSUM

BOARD 1/2" BELOW

FLANGE AND SEAL,

TYPICAL

SEALANT

3 5/8" CFMF

8"

STEEL BENT PLATE

RE: STRUCTURAL

3" MINERAL WOOL

INSULATION

SEALANT

5/8" GYPSUM

BOARD

6" CFMF

AIR SPACE

SEALANT

3"

OPEN HEAD VENT - ALIGN

WITH WEEPS BELOW

OPEN HEAD WEEP AT 2'-0" OC

THROUGH WALL FLASHING

LINTEL

RE: STRUCTURAL

SEALANT

BACKER ROD AND SEALANT

ALUMINUM WINDOW

BLOCKING

PREFORMED SEALANT

SEALANT

1/2" REVEAL BEYOND TYPICAL

CFMF BOX HEADER

OPEN HEAD WEEP

AT 2'-0" OC

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :4

P

M

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

AE314

EXTERIOR DETAILS

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

45 148

SCALE: 1 1/2" = 1'-0"AE310

D1 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

D4 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

C7 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

E7 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

D3 DETAIL

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

BIDS SUBMISSION 01-20-17

BIDS SUBMISSION_REVISED 04-12-18

T.O.S. LOW POINT

856'-0"

T.O.P

858'-10 1/2"

(2) LAYERS 3/4"

PLYWOOD

COMPOSITE METAL PANEL

SYSTEM PARAPET CAP

FACEBRICK BEYOND

3/4" PLYWOOD

MEMBRANE ROOF

SYSTEM

STRUCTURAL BEAM

RE: STRUCTURAL

3" MINERAL WOOL

INSULATION

WRAP ROOF SYSTEM

OVER PARAPET

FINISH CEILING

REFER TO

REFLECTED

CEILING PLANS

RIGID INSULATION

STEEL BENT PLATE

RE: STRUCTURAL

1/2" FIBERGLASS

COVERBOARD

SEALANT

SEALANT

2"

6" CFMF

KICKER

RE: STRUCTURAL

CFMF KICKER

RE: STRUCTURAL

5/8" GYPSUM BOARD

KICKER

RE: STRUCTURAL

SPLICE STUDS TOGETHER

DEFLECTION TRACK

FOS

8 5/8"

TERMINATE GYPSUM

BOARD 1/2" BELOW

FLANGE AND SEAL,

TYPICAL

6" CFMF

3 5/8" CFMF

6" MINERAL WOOL

INSULATION

VISION GLAZING

FILL VOID WITH

MINERAL WOOL

INSULATION

COMPOSITE METAL PANEL

SYSTEM

BRAKE METAL TRIM -

COLOR TO MATCH PANEL

BACKER ROD AND

SEALANT

1/2" EXTERIOR SHEATHING

WITH AIR AND VAPOR

BARRIER

METAL PANEL ZEE CLIP

6 1/4"

FOS

8 5/8"

3" 2 1/4"

ALIGN, TYPICAL

PREFORMED SEALANT

/2

1'-2 3/8"

RETURN PREFINISHED

ALUMINUM COPING

SYSTEM BEYOND

SECOND FLOOR

829'-4"

/2

FLOOR SLAB ON METAL

DECK

RE: STRUCTURAL

6" CFMF

5/8" GYPSUM

BOARD

BLOCKING

1/2" SOLID

SURFACE

WINDOW STOOL

STRUCTURAL COLUMN

RE: STRUCTURAL

ALUMINUM AND GLASS

WINDOW

COMPOSITE METAL

PANEL SYSTEM

3" MINERAL WOOL

INSULATION

FINISH CEILING

STRUCTURAL BEAM

RE: STRUCTURAL

REFER TO

REFLECTED

CEILING PLANS

5/8" GYPSUM

BOARD

SEALANT

VISION GLAZING

VISION GLAZING

2"

KICKER

RE: STRUCTURAL

6" CFMF

BACKER ROD AND SEALANT

KICKER

RE: STRUCTURAL

SPLICE STUDS TOGETHER

TERMINATE GYPSUM

BOARD 1/2" BELOW

FLANGE AND SEAL,

TYPICAL

8"

EXPANSION ANCHOR

3 5/8" CFMF

1'-2 3/8"

2"

FOS

8 5/8"

1/2" REVEAL

6 1/4"

1/2" EXTERIOR SHEATHING

WITH AIR AND VAPOR

BARRIER

METAL SILL FLASHING

BRAKE METAL TRIM - COLOR

TO MATCH PANEL

METAL PANEL ZEE CLIP

6 1/4"

BACKER ROD AND

SEALANT

/2

3" 2 1/4"

1/2"

ALIGN, TYPICAL

PREFORMED SEALANT

PREFORMED SEALANT

SEALANT

FIRST FLOOR

816'-0"

STRUCTURAL COLUMN

RE: STRUCTURAL

1/2" SOLID

SURFACE WINDOW

STOOL

5/8" GYPSUM BOARD

BLOCKING

6" CFMF

CONCRETE SLAB

RE: STRUCTURAL

FOUNDATION WALL

RE: STRUCTURAL

3" MINERAL WOOL

INSULATION

1/2" EXPANSION

MATERIAL

2"

1'-6"

/2

SLOPE FOR POSITIVE

DRAINAGE

DAMPPROOFING

VAPOR BARRIER

2" RIGID INSULATION 4'-0"

BOTH WAYS

SEALANT

EXPANSION ANCHOR

2" RIGID INSULATION

WALL ASSEMBLY

BEYOND

6 1/4"

/8

1'-2 3/8"

METAL SILL FLASHING

1/2" EXTERIOR

SHEATHING WITH AIR

AND VAPOR BARRIER

METAL PANEL ZEE

CLIP

3" 2 1/4"

COMPOSITE METAL

PANEL SYSTEM

FOS

8 5/8"

/2

1/2"

ALUMINUM AND

GLASS WINDOW

/2

THROUGH WALL FLASHING -

SET IN FULL BED OF MASTIC

BACKER ROD AND SEALANT

PREFORMED SEALANT

VISION GLAZING

SEALANT

1'-6" DAMPPROOFING - TERMINATE AT BASE

PERIMETER DRAIN TILE

GRAVEL

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :4

P

M

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

AE315

EXTERIOR DETAILS

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

46 148

SCALE: 1 1/2" = 1'-0"AE310

E1 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

E3 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

E7 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

F6 DETAIL

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

FIRST FLOOR

816'-0"

J

SPLIT FACE CMU

5/8" GYPSUM

BOARD

FLOOR SLAB ON

METAL DECK

RE: STRUCTURAL

6" METAL STUD

FRAMING

BLOCKING

1/2" SOLID SURFACE

WINDOW STOOL

BACKER ROD AND

SEALANT

PREFORMED SEALANT

FILL VOID WITH

INSULATION

3" MINERAL WOOL

INSULATION

1/2" EXPANSION

MATERIAL

1/2"

AIR SPACE

1/2" EXTERIOR

SHEATHING WITH AIR AND

VAPOR BARRIER

6" CFMF

1'-6"

/2

1/2"

4"

3" 1/2"

FOS

8 5/8"

THROUGH WALL

FLASHING - SET IN

FULL BED OF MASTIC

3"

2" RIGID INSULATION

4'-0" BOTH WAYS

SEALANT

ALUMINUM FLASHING

SEALANT

SEALANT

OPEN HEAD WEEP AT

2'-0" OC

OPEN HEAD VENT - ALIGN WITH

WEEPS BELOW

MASONRY ANCHOR

AT 16" OC EACH WAY

/2

SLOPE FOR POSITIVE

DRAINAGE

ALUMINUM AND

GLASS WINDOW

MORTAR NET

SECOND FLOOR

829'-4"

J

ALUMINUM AND GLASS

WINDOW

BACKER ROD

AND SEALANT

PREFORMED

SEALANT

FILL VOID WITH

INSULATION

3" MINERAL WOOL

INSULATION

AIR SPACE

1/2" EXTERIOR SHEATHING

WITH AIR AND VAPOR

BARRIER

BACKER ROD AND

SEALANT

PREFORMED

SEALANT

FILL VOID WITH

INSULATION

3" MINERAL WOOL

INSULATION

AIR SPACE

1/2" EXTERIOR SHEATHING

WITH AIR AND VAPOR

BARRIER

1/2" SOLID SURFACE

WINDOW STOOL

BLOCKING

5/8" GYPSUM

BOARD

6" METAL STUD

FRAMING

FLOOR SLAB ON METAL

DECK

RE: STRUCTURAL

6" CFMF

6" CFMF

/2

REFER TO

REFLECTED

CEILING PLANS

SPLIT FACE CMU

STEEL BENT PLATE

RE: STRUCTURAL

1'-6"

3"3" 1/2"

3"

1'-10"

4"

1/2"

5/8" GYPSUM BOARD

CFMF BOX HEADER

FINISH CEILING

FOS

8 5/8"

STRUCTURAL COLUMN

RE: STRUCTURAL

SEALANT

BLOCKING

KICKER

RE: STRUCTURAL

KICKER

RE: STRUCTURAL

DEFLECTION TRACK

DO NOT ATTACH

INTERIOR VERTICAL

STUDS WITH CFMF

DEFLECTION TRACK

6" METAL STUD

FRAMING

SPLICE STUDS TOGETHER

THROUGH WALL

FLASHING

3"

ALUMINUM AND

GLASS WINDOW

8"

TERMINATE GYPSUM

BOARD 1/2" BELOW

FLANGE AND SEAL,

TYPICAL

ALUMINUM FLASHING

SEALANT

SEALANT

EMBED PLATE WITH LONG

HEADED STUDS

RE: STRUCTURAL

OPEN HEAD WEEP

AT 2'-0" OC

OPEN HEAD VENT - ALIGN

WITH WEEPS BELOW

MASONRY ANCHOR

AT 16" OC EACH WAY

LINTEL

REFER TO STRUCTURAL

MORTAR NET

T.O.S. LOW POINT

856'-0"

J

T.O.P

858'-10 1/2"

PREFINISHED ALUMINUM

COPING SYSTEM

(2) LAYERS 3/4"

PLYWOOD

AIR SPACE

3" MINERAL WOOL

INSULATION

1/2" EXTERIOR

SHEATHING WITH AIR

AND VAPOR BARRIER

3/4" PLYWOOD

PREFINISHED

ALUMINUM COPING

SYSTEM BEYOND

WRAP ROOF SYSTEM

OVER PARAPET

MEMBRANE

ROOF SYSTEM

1/2" FIBERGLASS

BOARD

SEALANT

1'-6"

4"

4"

STEEL BENT PLATE

RE: STRUCTURAL

6" CFMF

KICKER

RE: STRUCTURAL

RIGID INSULATION

STRUCTURAL BEAM

RE: STRUCTURAL

DEFLECTION TRACK

5/8" GYPSUM BOARD

STRUCTURAL BRACE

RE: STRUCTURAL

SPLIT FACE CMU

4"

DO NOT ATTACH

INTERIOR VERTICAL

STUDS WITH CFMF

DEFLECTION TRACK

6" METAL STUD

FRAMING

FOS

8 5/8" 1/2"

3"

SPLICE STUDS

TOGETHER

1'-6"

TERMINATE GYPSUM

BOARD 1/2" BELOW

FLANGE AND SEAL,

TYPICAL

6" MINERAL WOOL

INSULATION

FILL VOID WITH

MINERAL WOOL

INSULATION

MASONRY ANCHOR

AT 16" OC EACH WAY

OPEN HEAD VENT - ALIGN

WITH WEEPS BELOW

6" CFMF

BASEMENT

801'-0"

J

CONCRETE SLAB

RE: STRUCTURAL

COMPACTED FILL

1/2" EXPANSION

MATERIAL

DAMPPROOFING -

TERMINATE AT BASE

PERIMETER DRAIN TILE

GRAVEL

2" RIGID INSULATION

4'-0" HORIZONTAL

VAPOR BARRIER

THIRD FLOOR

842'-8"

J

CONTINOUS ANGLE,

CLIP AND GUSSET

RE: STRUCTURAL

1'-6"4"

FOS

8 5/8"

1/2"

3"

SPLIT FACE CMU

REFER TO

REFLECTED

CEILING PLANS

4"

FLOOR SLAB ON

MEATL DECK

RE: STRUCTURAL

BACKER ROD

AND SEALANT

FINISH CEILING

5/8" GYPSUM

BOARD

AIR SPACE

STEEL BENT PLATE

RE: STRUCTURAL

AIR SPACE

5/8" GYPSUM BOARD

6" METAL STUD

FRAMING

KICKER

RE: STRUCTURAL

DEFLECTION

TRACK

DEFLECTION TRACK

DEFLECTION TRACK

6" METAL STUD

FRAMING

H O

L D

SPLICE STUDS TOGETHER

1'-6"

DO NOT ATTACH

VERTICAL STUDS

THROUGH WALL

FLASHING

TERMINATE GYPSUM

BOARD 1/2" BELOW

FLANGE AND SEAL,

TYPICAL

8"

EMBED PLATE WITH LONG

HEADED STUDS

RE: STRUCTURAL

1'-0 1/2"

OPEN HEAD WEEP

AT 2'-0" OC

MASONRY ANCHOR

AT 16" OC EACH WAY

6" CFMF

MORTAR NET

STEEL CROSS BRACING

REFER TO STRUCTURAL

PROVIDE BLANKET INSULATION

AROUND STRUCTURAL OUTRIGGER.

TYPICAL AT EACH LOCATION

2"

1' - 6"

3"

1/2" FOS

8 5/8"

6" CFMF BOX HEADER

5/8" GYPSUM

BOARD

6" MINERAL WOOL

INSULATION

BLOCKING

DOOR FRAME

RE: DOOR SCHEDULE

SPLIT FACE CMU

AIR SPACE

3" MINERAL WOOL

INSULATION

SEALANT

BACKER ROD AND

SEALANT

PREFORMED

SEALANT

THROUGH WALL

FLASHING

DOOR

RE: DOOR SCHEDULE

1/2" EXTERIOR

SHEATHING WITH

AIR AND VAPOR

BARRIER

6" CFMF

CMU BEYOND

LINTEL

REFER TO

STRUCTURAL

MORTAR NET

FIRST FLOOR

816'-0"

1' - 6"

DOOR

RE: DOOR SCHEDULE

2"

THRESHOLD

COORDINATE WITH DOOR

MANUFACTURER -SET IN FULL

BED OF MASTIC FLOOR SLAB ON

METAL DECK

RE: STRUCTURAL

1/2" EXPANSION

MATERIAL

CONCRETE SLAB

RE: STRUCTURAL

VAPOR BARRIER

2" RIGID INSULATION

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :5

P

M

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

AE316

EXTERIOR DETAILS

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

47 148

SCALE: 1 1/2" = 1'-0"AE310

C8 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

D6 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

D1 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

E8 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

D3 DETAIL

SCALE: 1 1/2" = 1'-0"AE311

B8 DETAIL

SCALE: 1 1/2" = 1'-0"AE311

F8 DETAIL

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

SECOND FLOOR

829'-4"

K

T.O.S. SECOND FLOOR

828'-11"

T.O. STOREFRONT

826'-0"

COMPOSITE METAL

PANEL SYSTEM

T.O.S CANOPY LOW

827'-9"

BLOCKING

CFMF BOX HEADER

3 5/8" CFMF

1/2" EXTERIOR

SHEATHING WITH AIR

AND VAPOR BARRIERKICKER

RE: STRUCTURAL

KICKER

RE: STRUCTURAL

RIGID INSULATION

1/2" FIBERGLASS

COVER BOARD

METAL DECK

RE: STRUCTURAL

STEEL BENT PLATE

RE: STRUCTURAL

1/2" PLYWOOD

COMPOSITE METAL PANEL

SYSTEM PARAPET CAP

ROOF MEMBRANE

SYSTEM

SEALANT

ALUMINUM STOREFRONT

SYSTEM

BACKER ROD

AND SEALANT

VISION GLAZING

6 1/4"

STRUCTURAL BEAM

RE: STRUCTURAL

4"X4" THROUGH WALL SCUPPER

2 1/4" .

1'-0"

FLASHING

SEALANT ALL AROUND

5/8" GYPSUM BOARD

3 5/8" METAL STUD

FRAMING

CLIP

RE: STRUCTURAL

SEALANT

/2

1/2" REVEAL

SECOND FLOOR

829'-4"

F

1/2" SOLID SURFACE

WINDOW STOOL

5/8" GYPSUM BOARD

BLOCKING

6" CFMF

FLOOR SLAB ON METAL

DECK

RE: STRUCTURAL

/2

T.O.S. SECOND FLOOR

828'-11"

3 5/8" DEFLECTION

TRACK

5/8" GYPSUM

BOARD

COUNTER FLASHING AND

RECEIVER TIED INTO METAL

PANEL

3" RIGID INSULATION

STEEL BENT PLATE

RE: STRUCTURAL

5/8" GYPSUM BOARD

3 5/8" METAL STUD

FRAMING

5/8" GYPSUM BOARD

3 5/8" METAL STUD

FRAMING

ALUMINUM ENTRANCE DOOR

RE: DOOR SCHEDULE

REFER TO

REFLECTED

CEILING PLANS

SEALANT

EXPANSION ANCHOR

SEALANT

BLOCKING

ALUMINUM STOREFRONT SYSTEM

VISION GLAZING

1/4" CLEAR TEMPERED GLAZING

1'-0"

SPRAY ON

FIREPROOFING

SEALANT

6 1/4"

/8

METAL SILL FLASHING

COMPOSITE METAL PANEL

SYSTEM

3" MINERAL WOOL

INSULATION

1/2" EXTERIOR SHEATHING

WITH AIR AND VAPOR

BARRIER

METAL PANEL ZEE CLIP

1'-2 3/8"

1/2"

2"

FILL VOID WITH INSULATION

FOS

8 5/8"

/2

BACKER ROD AND SEALANT

PREFORMED SEALANT

ALUMINUM AND GLASS WINDOW

VISION GLAZING

2 1/4"3"

3/4" PLYWOOD

FIRST FLOOR

816'-0"

F

1'-6"

DOOR

RE: DOOR SCHEDULE

THRESHOLD

COORDINATE WITH

DOOR MANUFACTURER

1/2" EXPANSION MATERIAL

2" RIGID INSULATION 4'-0"

BOTH WAYS

COMPACTED FILL

DAMPPROOFING VAPOR BARRIER

SECOND FLOOR

829'-4"

4.2 4.8

T.O.S. SECOND FLOOR

828'-11"

1'-3"

FOS

6"

4 1/4"

SPLIT FACE CMU

AIR SPACE

3" MINERAL WOOL

INSULATION

THROUGH WALL

FLASHING

1/2" EXTERIOR

SHEATHING WITH AIR

AND VAPOR BARRIER

6" CFMF

1/2" FIBERGLASS

COVERBOARD

VAPOR BARRIER

4" RIGID INSULATION

METAL DECK

RE: STRUCTURE

ROOF MEMBRANE SYSTEM

BLOCKING

3/4" PLYWOOD

3 5/8" METAL

STUD FRAMING

STRUCTURAL BEAM

RE: STRUCTURAL

BEAM STIFFENED SEAT

AT EACH COLUMN

RE: STRUCTURAL

DEFLECTION TRACK

3 5/8" METAL STUD

FRAMING

STRUCTURAL BEAM

RE: STRUCTURAL

1/2"

RIGID

INSULATION

STRUCTURAL COLUMN

RE: STRUCTURAL

T.O.S CMU BEARING

829'-3 1/4"

5/8" GYPSUM BOARD

6"

6" CFMF

MASONRY ANCHOR AT

16" OC EACH WAY

OPEN HEAD WEEP

AT 2'-0"

MORTAR NET

SECOND FLOOR

829'-4"

K

T.O.S. SECOND FLOOR

828'-11"

T.O. STOREFRONT

826'-0"

COMPOSITE METAL

PANEL SYSTEM

T.O.S CANOPY LOW

827'-9"

BLOCKING

CFMF BOX HEADER

3 5/8" CFMF

1/2" EXTERIOR

SHEATHING WITH AIR

AND VAPOR BARRIERKICKER

RE: STRUCTURAL

KICKER

RE: STRUCTURAL

RIGID INSULATION

1/2" FIBERGLASS

COVER BOARD

METAL DECK

RE: STRUCTURAL

STEEL BENT PLATE

RE: STRUCTURAL

1/2" PLYWOOD

COMPOSITE METAL PANEL

SYSTEM PARAPET CAP

ROOF MEMBRANE

SYSTEM

SEALANT

ALUMINUM STOREFRONT

SYSTEM

BACKER ROD

AND SEALANT

VISION GLAZING

6 1/4"

STRUCTURAL BEAM

RE: STRUCTURAL

4"X4" THROUGH WALL

OVERFLOW SCUPPER

2 1/4" .

1'-0"

FLASHING

SEALANT ALL AROUND

5/8" GYPSUM BOARD

3 5/8" METAL STUD

FRAMING

CLIP

RE: STRUCTURAL

SEALANT

/2

SECOND FLOOR

829'-4"

K

T.O.S. SECOND FLOOR

828'-11"

T.O. STOREFRONT

826'-0"

COMPOSITE METAL PANEL

SYSTEM PARAPET CAP

STEEL BENT PLATE

RE: STRUCTURAL

KICKER

RE: STRUCTURAL

1/2" EXTERIOR

SHEATHING WITH AIR AND

VAPOR BARRIER

3 5/8" CFMF

CFMF BOX HEADER

FLASHING

1/2"

PREFINISHED BRAKE

METAL TO MATCH PANEL

SYSTEM

MOISTURE RESISTANT 5/8"

GYPSUM BOARD

BLOCKING

BACKER ROD AND SEALANT

STRUCTURAL BEAM

RE: STRUCTURAL

ROOF MEMBRANE

SYSTEM

1/2" PLYWOOD

1'-0"

2 1/4" .

METAL DECK

RE: STRUCTURAL

RIGID INSULATION

1/2" FIBERGLASS

COVER BOARD

CLIP

RE: STRUCTURAL

COMPOSITE METAL

PANEL SYSTEM

KICKER

RE: STRUCTURAL

SEALANT

KICKER

RE: STRUCTURAL

/2

1/2" REVEAL

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :5

P

M

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

AE317

EXTERIOR DETAILS

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

48 148

SCALE: 1 1/2" = 1'-0"AE310

D3 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

D1 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

F1 DETAIL

SCALE: 1 1/2" = 1'-0"AE311

F3 DETAIL

SCALE: 1 1/2" = 1'-0"AE310

D6 DETAIL

SCALE: 1 1/2" = 1'-0"AE311

D8 DETAIL

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

BASEMENT

801'-0"

6" CONCRETE CURB

RE" STRUCTURAL

LOUVER

RE: MECHANICAL

1/2" EXPANSION MATERIAL

COMPACTED FILL

CONCRETE SLAB

RE: STRUCTURAL

SILL PAN

2" RIGID INSULATION

VAPOR BARRIER

SEALANT SEALANT

L4 X 4X 1/4"

EMBED ANGLE

BLOCKING

3/8" DIAMETER x 6" LONG

HEADED BOLT WELDED TO

ANGLE AT 12" OC

VERTICALLY

FOUNDATION WALL

RE: STRUCTURAL

2" 1'-2"

DRIP EDGE

BACKER ROD

AND SEALANT

LOUVER

RE: MECHANICAL

5/8" GYPSUM BOARD

2" MINERAL WOOL INSULATION

2 1/2" METAL STUD FRAMING

L4 X 4X 1/4"

EMBED ANGLE

3/8" DIAMETER x 6"

LONG HEADED BOLT

WELDED TO ANGLE AT

12" OC VERTICALLY

RETURN GYPSUM BOARD

ALIGN

BASEMENT

801'-0"

PERIMETER DRAIN

TILE

DAMPPROOFING -

TERMINATE AT BASE

1/2" EXPANSION MATERIAL

CONCRETE SLAB

RE: STRUCTURAL

COMPACTED FILL

FOUNDATION WALL

RE: STRUCTURAL

GRAVEL

FIRST FLOOR

816'-0"

2VISION GLAZING

COMPOSITE

METAL PANEL

SYSTEM

3" MINERAL WOOL

INSULATION

1/2" EXPANSION

MATERIAL

1/2" SOLID SURFACE

WINDOW STOOL

BLOCKING

5/8" GYPSUM

BOARD

6" CFMF

/2

STRUCTURAL BEAM

RE: STRUCTURAL

REBAR SUPPORT

RE: STRUCTURAL

EXPANSION ANCHOR

FLOOR SLAB

RE: STRUCTURAL

SEALANT

GALV. L3X3X1/4" WELDED

TO CHANNEL & ANCHORED

TO FLOOR SLAB W/EXP.

BOLTS AT 16" OC

OH COILING

DOOR & HOOD

(RE: DOOR

SCHEDULE)

L4 X 4 X 1/4" EMBED

ANGLE

2 1/2" METAL STUD FRAMING

2" MINERAL WOOL INSULATION

5/8" GYPSUM BOARD

3/8" DIAMETER x 6"

LONG HEADED BOLT

WELDED TO ANGLE

AT 12" OC

VERTICALLY

6 1/4"

/8

1/2" EXTERIOR

SHEATHING

WITH AIR AND

VAPOR BARRIER

METAL PANEL

ZEE CLIP

METAL SILL

FLASHING

1'-2 3/8"

FOS

8 5/8"

THROUGH WALL

FLASHING - SET IN

FULL BED OF

MASTIC

SLOPE FOR

POSITIVE DRAINAGE

/2

ALUMINUM AND

GLASS WINDOW

1/2"

2 1/4" 3"

BACKER ROD AND

SEALANT

PREFORMED SEALANT

1'-6"

FIRST FLOOR

816'-0"

GRADE

RE: CIVIL

1 1/2" REMOVABLE RAILING -

COORDINATE POCKET SPACING

WITH RAILING.

RE: STRUCTURAL FOR PLAN

1'-3"

1'-0"

3"

P O

C K

E T

/4

/2

GALVANIZED EMBEDDED PLATE

RE: STRUCTURAL

AREAWAY WALL

RE: STRUCTURAL

AIRWAY WALL BEYOND

2" STANDARD GALVANIZED

PIPE SLEEVE

RE: STRUCTURAL

1/2" DIAMETER GALVANIZED

THRU BOLT AND NUT

RE: STRUCTURAL

3" EMBED

/4

/4

3"

/2

/2

BASEMENT

801'-0"

1/2" EXPANSION

MATERIAL

CONCRETE SLAB

RE: STRUCTURAL

COMPACTED FILL

OVERHEAD DOOR

2" RIGID INSULATION

VAPOR BARRIER

SILL PAN

SEALANT

CONCRETE WALL

BEYOND

SLOPE1

/2

9"

1'-6"

7"

WEATHER SEAL BY DOOR

MANUFACTURER

CONCRETE CURB

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:4 :0

P

M

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

AE318

EXTERIOR DETAILS

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

49 148

SCALE: 1 1/2" = 1'-0"AE318

F6 DETAIL

SCALE: 1 1/2" = 1'-0"AE318

C6 DETAIL

SCALE: 1 1/2" = 1'-0"AE318

F1 DETAIL

SCALE: 1 1/2" = 1'-0"AE318

C4 DETAIL

SCALE: 1 1/2" = 1'-0"AE318

C1 DETAIL

SCALE: 1 1/2" = 1'-0"AE318

F4 DETAIL

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

FIRST FLOOR

816'-0"

SECOND FLOOR

829'-4"

THIRD FLOOR

842'-8"

T.O.S. LOW POINT

856'-0"

BASEMENT

801'-0"

E

R

IS

E

R S

-7 /8

R

IS

E

R S

-7 /8

B3

AE400

B6

AE400

C6

AE400

B4

AE400

B8

AE400

R

IS

E

R S

-7 /8

/2

R

IS

E

R S

-7 /8

/2

R

IS

E

R S

-7 /8

/2

R

IS

E

R S

-7 /8

/2

SAFETY

GATE

F4

AE400

E

STAIRS

S-1

5'-0"

C8

AE400

F6

AE400

5'-0"

/4

L

K

L

E2

22'-4"

/4

KK

42" HIGH METAL GATE

(IBC 1023.8)

21'-0 3/4"

/4

F4

AE400

E

STAIRS

S-1

5'-11"

E6

AE400

5'-0"

K

L

KK

L

E2

22'-4"

21'-0 3/4"

/4

F4

AE400

E

STAIRS

S-1

6'-10 3/4"

STEEL

LADDER

/4

5'-0"

ALIGN

L K

L

K

E2

KL

22'-4"

21'-0 3/4"

3"

SIDE

ELEVATION

FRONT

ELEVATION

3/4" 3/4"

3/16" STEEL PLATE

1/2" x 1" FLAT

STEEL

1 1/2" Φ PIPE

HANDRAIL

3/16" STEEL PLATE

(TWO) FASTENERS

1/2" x 1" FLAT STEEL

1 1/2" Φ PIPE

HANDRAIL

NOTE: EQUALLY SPACED ON EACH

RAILING RUN; MAX. 6'-0" OC

3"

3"

R E

F E

R T

O P

L A

N

R E

F E

R T

O P

L A

N

OUTLINE OF

HANDRAIL

ABOVE

STRINGER

STRINGER

N O

S

IN

G

1 1/2" DIA. VERT. STL. POSTS

/2

M

IN

N O

S

IN

G

N O

S

IN

G

1 1/2"

N O

S

IN

G

N O

S

IN

G

N O

S

IN

G

11" 1'-0"

/4

/4

/2

CLOSE END OF ELBOW

WITH 1 1/4" GA. PLATE

RETURN

TO WALL

OUTLINE OF BOTTOM

RISER BELOW

OUTLINE OF TOP

RISER BELOW

RETURN

TO WALL

CLOSE END OF ELBOW

WITH 1 1/4" GA. PLATE

CONDITION AT BOTTOM LANDING CONDITION AT TOP LANDING

OUTLINE OF WALL

DELEGATED DESIGN:

DESIGN AND FABRICATE STAIRS INCLUDING COMPREHENSIVE

ENGINEERING ANALYSIS BY A QUALIFIED PROFESSION ENGINEER

IN ACCORDANCE WITH THE MICHIGAN BUILDING CODE.

TUBE STRINGER

(T O

T A

L H

E

IG

H T

O F

H A

N D

R A

IL

(T O

T A

L H

E

IG

H T

O F

G U

A R

D R

A

IL

TOP OF TREAD

1 1/4" HANDRAIL

1 1/2" Φ PIPE

3/4" SQ. SOLID

BAR AT 4" OC

MAX. SPACING

1 1/2" Φ PIPE

1 1/2" Φ PIPE

1 1/2" DIA. PIPE

HANDRAIL

BETWEEN 1 1/2" DIA. PIPE

4'-0" MAX

1' - 0" 11"

MAX

4"

STAIR STRINGER

3/4" SQ SOLID BAR AT

4" OC MAX. SPACING

1 1/2" DIA. PIPE

BETWEEN 1 1/2" DIA. PIPE

4'-0" MAX 1' - 0"

4" MAXEQ EQ

STAIR STRINGER

1 1/2" DIA. PIPE

3/4" SQ. SOLID

BAR AT 4" OC

MAX. SPACING

1 1/2" DIA. PIPE

HANDRAIL

4"

4"

1'-0" 11"

1'-0"

OUTLIN

E O

F T

YP. T

READS A

ND R

IS

ERS

WALL

BRACKET- TYP.

STAINLESS STEEL

1-1/2" DIA. PIPE

HANDRAIL

E8

AE400

1 1/2" 3/4"

3'-0" MAX

EQ

3'-0" MAX

EQ 3/4" SEE STAIR PLANS

/2

(48" MIN. CLEAR WIDTH)

TUBE STRINGER

3/4" SQ. SOLID

BAR AT 4" OC

MAX. SPACING

1 1/2" Φ PIPE

HANDRAIL

1 1/2" Φ PIPE

HANDRAIL

1 1/4" ID SCH 40

STEEL PIPE

(1.666" OD)

WALL

BRACKET- TYP.

1 1/2" Φ PIPE

4 3/8"

4' - 10"

/2

/2

/2

(48" MIN. CLEAR WIDTH)

STAIR STRINGER

1 1/2" Φ PIPE

1 1/2" Φ PIPE HANDRAIL

WALL

BRACKET- TYP.

1 1/2" Φ PIPE

3/4" SQ. SOLID

BAR AT 4" OC

MAX. SPACING

F4

AE400

D E

AE460 F1

SERVICE

SINK

5'-0"5'-0"

SAFETY GATE

FRP TO 4'-0" AFF

22'-4"

362 SF

HAC

56 SF

STAIRS

S-1

L

L

LK

2'-8"

/4

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:4 :0

P

M

Scale: As indicated

AE400

ENLARGED STAIR PLANS, SECTIONS

AND DETAILS

WHEAT

506-329CLINICAL & ADMINISTRATIVE

BUILDING

WHITE04-12-18

50 148

SCALE: 1/4" = 1'-0"AE400

F4 STAIRWELL SECTION (S-1 )

SCALE: 1/4" = 1'-0"AE110

E1 ENLARGED FIRST FLOOR STAIRWELL PLAN (S-1)

SCALE: 1/4" = 1'-0"AE120

C1 ENLARGED SECOND FLOOR STAIRWELL PLAN (S-1)

SCALE: 1/4" = 1'-0"AE130

B1 ENLARGED THIRD FLOOR STAIRWELL PLAN (S-1)

N

N

N

N

SCALE: 3" = 1'-0"AE400

E8 WALL BRACKET DETAIL

SCALE: 1 1/2" = 1'-0"AE400

C8

GUARDRAIL PLAN DETAIL

AT INTERMEDIATE LANDING

SCALE: 1 1/2" = 1'-0"AE400

F6 WALL MOUNTED HANDRAIL PLAN DETAIL

SCALE: 1" = 1'-0"AE400

B8 GUARDRAIL DETAIL

SCALE: 3/4" = 1'-0"AE400

B3 GUARDRAIL ELEVATION DETAIL AT BOTTOM

SCALE: 3/4" = 1'-0"AE400

B4 GUARDRAIL ELEVATION DETAIL AT TOP

SCALE: 3/4" = 1'-0"AE400

E6 WALL MOUNTED HANDRAIL ELEVATION DETAIL

SCALE: 3/4" = 1'-0"AE400

B6 GUARDRAIL ELEVATION DETAIL AT LANDING

SCALE: 3/4" = 1'-0"AE400

C6

GUARDRAIL ELEVATION DETAIL

AT INTERMEDIATE LANDING

SCALE: 1/4" = 1'-0"AE100

F1 ENLARGED BASEMENT STAIRWELL PLAN (S-1)

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

D3

AE401

D1

AE401

A B

S2-1A

STAIRS

S-2

CG

CG

1'-2"

BB

SAFETY GATE

D5

AE401

CG

1'-4" 3'-10"

D8

AE511

1'-6"

1'-10"

E4

AE311

S -1

B

4' - 6"

4'-4"

12'-3"

4'-4"

F

F

E1

F

3 SIDES

9'-9 1/2"

/2

11"

STRUCTURAL STAIR SUPPORT

RE: STRUCTURAL

D3

AE401

D1

AE401A B

S2-2

STAIRS

S-2

1'-2"

CG

CG

CG

4'-4"4'-4"

EVACUATION

CHAIR. VA

PROVIDED,

CONTRACTOR

INSTALLED.

PROVIDE

BLOCKING

B

B

11"

/2

F

F

8 1/4"

F

3 SIDES

E1

9'-9 1/2"

STRUCTURAL STAIR SUPPORT

RE: STRUCTURAL

D3

AE401

D1

AE401

A B

S2-3

STAIRS

S-2

CG

C8

AE400

F6

AE400 1'-2"

4'-4" 4'-4"

EVACUATION

CHAIR.

VA PROVIDED,

CONTRACTOR

INSTALLED.

PROVIDE

BLOCKING

B

B

F

F

E1

9'-9 1/2"

8 1/4"

FIRST FLOOR

816'-0"

SECOND FLOOR

829'-4"

THIRD FLOOR

842'-8"

T.O.S. LOW POINT

856'-0"

D3

AE401

T.O.P

858'-10 1/2"

V A

R

IE

S P

E R

R O

O F

S L O

P E

E7

AE401

F7

AE401

R

IS

E

R S

/8

R

IS

E

R S

/8

R

IS

E

R S

/2

R

IS

E

R S

/2

/2

/2

SAFETY

GATE

FIRST FLOOR

816'-0"

SECOND FLOOR

829'-4"

THIRD FLOOR

842'-8"

T.O.S. LOW POINT

856'-0"

D1

AE401

AB

T.O.P

858'-10 1/2"

V A

R

IE

S P

E R

R O

O F

S L O

P E

A7

AE401

C7

AE401

SAFETY GATE

SEE SECTIONS

LANDING ELEV.

1 1/2" DIA. VERT. PIPE POST

W/ 2"x3"x1/4" PLATE WELD TO

STRINGER

STEEL TUBE STRINGER

ALL AROUND

4" CONC. FILL OVER 14 GA.

LANDING PLATE

LANDING SUPPORTS

LANDING WIDTH - SEE PLAN

1 1/2"

SEE PLAN

TREAD DIM. 2

STAIR RUN - SEE PLAN

ANGLE WITH EXPANSION

BOLT TO FLOOR

FLOOR LINE

1/4"x2" FLAT

CLOSURE PLATE

METAL PAN

CLOSURE PLATE

PAINT TYP. STRINGER. AND

EXPOSED METAL PANS. REFER

TO ROOM FINISH SCHEDULE.

CONCRETE FILLED

METAL PAN STAIR

L- 2"x2"x1/4" TYP.

TUBE STRINGER

SEE SECTIONS

LANDING ELEV.

PAINT TYP. STRINGER AND

EXPOSED METAL PANS.

REFER TO ROOM FINISH

SCHEDULE.

TUBE STRINGER

STEEL CHANNEL HEADER

LANDING SUPPORTS

LANDING WIDTH - SEE PLAN

CLOSURE PLATE

TUBE STRINGER BEYOND

MITER CUT & FULL PENET.

WELD FLANGE & WEB

LANDING WIDTH

SEE PLAN

ALIGN EDGE FLUSH WITH

FINISH FLOOR SURFACE

SEE FINISH SCHEDULE

SEE SECTIONS

LANDING ELEV.

PAINT TYP. STRINGER

AND EXPOSED PANS.

REFER TO ROOM FINISH

SCHEDULE.

TUBE LANDING STRINGER

BEYOND

STEEL CHANNEL HEADER

LANDING SUPPORTS

LANDING WIDTH - SEE PLAN

TUBE STRINGER BEYOND

MITER CUT & FULL PENET.

WELD FLANGE & WEB

LANDING WIDTH

SEE PLAN

STAIRCASE ABOVE

42" HIGH

GUARDRAIL

UP

STAIRCASE

GUARDRAIL

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:4 :1

P

M

Scale: As indicated

AE401

ENLARGED STAIR PLANS, SECTIONS

AND DETAILS

WHEAT

506-329CLINICAL & ADMINISTRATIVE

BUILDING

WHITE04-12-18

51 148

SCALE: 1/4" = 1'-0"AE110

F1 ENLARGED FIRST FLOOR STAIRWELL PLAN (S-2)

SCALE: 1/4" = 1'-0"AE120

F3 ENLARGED SECOND FLOOR STAIRWELL PLAN (S-2)

SCALE: 1/4" = 1'-0"AE130

F5 ENLARGED THIRD FLOOR STAIRWELL PLAN (S-2)

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

D1 STAIRWELL SECTION (S-2)

SCALE: 1/4" = 1'-0"AE201

D3 STAIRWELL SECTION (S-2)

N N N

SCALE: 1 1/2" = 1'-0"AE401

A7 LANDING SECTION - EDGE

SCALE: 1 1/2" = 1'-0"AE401

F7 LANDING SECTION AT BOTTOM

SCALE: 1 1/2" = 1'-0"AE401

E7 LANDING SECTION AT INTERMEDIATE

SCALE: 1 1/2" = 1'-0"AE401

C7 LANDING SECTION AT TOP

SCALE: 3/4" = 1'-0"AE401

D5 SAFETY GATE DETAIL

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

H

4.2

J

F8

AE402

ELEVATOR

E-1

4.8

CG

F

AE460A1

F5

AE512

K

HOIST DEPTH

5'-9"

K

L

K

L

C

D1

E6

AE311

1'-2"

100B

82.

00°

98.00°

/2

H O

IS

T

W

ID

T H

C

B

A

4 5

S

B

ELEVATOR DOOR HOISTWAY ENTRANCES

BOTH RAISED AND BRAILLE FLOOR DESIGNATION

SIGNAGE SHALL BE PROVIDED AT ALL ELEVATOR

HOISTWAY ENTRANCES ON BOTH DOOR JAMBS. THE

CHARACTERS SHALL BE 2" MINIMUM HEIGHT AND SHALL

COMPLY WITH MICHIGAN BUILDING CODE SECTION

11-4.30.4 (THE USE OF APPLIED PLATES IS ACCEPTABLE

PROVIDED THAT THEY ARE PERMANENTLY ATTACHED

TO THE HOISTWAY JAMBS.)

HALL CALL BUTTONS SHALL HAVE

VISUAL SIGNALS TO INDICATE

WHEN EACH CALL IS REGISTERED

AND WHEN EACH CALL IS

ANSWERED. CALL BUTTONS

SHALL BE A MINIMUM OF 3/4" IN

THE SMALLEST DIMENSION. THE

BUTTON DESIGNATING THE UP

DIRECTION SHALL BE ON THE

TOP. BUTTONS SHALL BE EITHER

RAISED OR FLUSH. OBJECTS

MOUNTED BENEATH CALL

BUTTONS SHALL NOT PROJECT

OUT FROM THE FACE OF THE

WALL MORE THAN 4" MAXIMUM.

42" EXACT DIMENSION

ABOVE THE FINISH

FLOOR TO CENTERLINE

OF CALL BUTTONS

MINIMUM DIMENSIONS AND LOCATIONS

OF CONTROLS INSIDE ELEVATOR CAR

WITH CENTER OPENING DOORS

NOTE:THE AUTOMATIC DOOR REOPENING DEVICE SHALL BE ACTIVATED

IF AN OBJECT PASSES THROUGH EITHER LINE 'A' OR LINE 'B'. (LINE 'A'

AND LINE 'B' REPRESENT THE VERTICAL LOCATIONS OF THE DOOR

REOPENING DEVICE NOT REQUIRING CONTACT.) DOOR REOPENING

DEVICES SHALL REMAIN EFFECTIVE FOR 20 SECONDS MINIMUM.

5" EXACT DIMENSION ABOVE FINISH

FLOOR TO CENTERLINE OF LINE 'A'

29" EXACT DIMENSION ABOVE FINISH

FLOOR TO CENTERLINE OF LINE 'B'

HALL LANTERN WITH A VISIBLE AND AUDIBLE

SIGNAL SHALL BE PROVIDED AT EACH ELEVATOR

DOOR HOISTWAY ENTRANCE TO INDICATE WHICH

CAR IS ANSWERING A CALL AND ITS DIRECTION

OF TRAVEL. AUDIBLE SIGNALS SHALL SOUND

ONCE FOR THE UP DIRECTION AND TWICE FOR

THE DOWN DIRECTION OR SHALL HAVE VERBAL

ANNUNCIATORS THAT SAY "UP" OR "DOWN." THE

VISUAL ELEMENTS SHALL BE A MINIMUM OF 2 1/2"

IN THE SMALLEST DIMENSION. THE HALL

LANTERN SIGNALS FOR EACH ELEVATOR DOOR

HOISTWAY ENTRANCE SHALL BE VISIBLE FROM

THE VICINITY OF THE HALL CALL BUTTONS.

60" EXACT DIMENSION

ABOVE THE FINISH FLOOR

TO CENTERLINE OF

FLOOR DESIGNATION

CHARACTERS ON BOTH

JAMBS OF EACH

HOISTWAY ENTRANCE

72" MINIMUM DIMENSION

ABOVE THE FINISH FLOOR

TO CENTERLINE OF HALL

LANTERN

80" MINIMUM CLEAR DIMENSION TO FACE

OF FINISH INSIDE ELEVATOR CAR

68" MINIMUM CLEAR DIMENSION TO

FACE OF FINISH INSIDE ELEVATOR CAR

54" MINIMUM CLEAR DIMENSION FROM

FACE OF FINISH AT BACK WALL OF

ELEVATOR CAR TO INSIDE FACE OF

ELEVATOR CAR DOORS IN "CLOSED"

POSITION

CONTROLS INSIDE ELEVATOR CAR MAY

BE LOCATED IN EITHER OF THESE TWO

LOCATIONS. SEE NOTE E-3.

51" MINIMUM CLEAR DIMENSION FROM

FACE OF FINISH AT BACK OF WALL OF

ELEVATOR CAR TO INSIDE FACE OF

FINISH AT FIXED FRONT WALL OF

ELEVATOR CAR

THE CLEARANCE BETWEEN THE ELEVATOR

CAR PLATFORM SILL AND THE EDGE OF ANY

HOISTWAY SHALL BE NO GREATER THAN

1-1/4"

36" ABSOLUTE MINIMUM CLEARANCE AT

OPENING (NOTE: FOR HOSPITAL PATIENT

USE ELEVATORS THIS MINIMUM DIMENSION

IS GRATER THAN 36".)

MINIMUM DIMENSIONS AND LOCATIONS

OF CONTROLS INSIDE ELEVATOR CAR

WITH SIDE OPENING DOOR(S)

CONTROLS INSIDE ELEVATOR CAR

(SEE SPECIFICATION 14240 FOR ADDITIONAL REQUIREMENTS)

EMERGENCY CONTROLS, INCLUDING THE

EMERGENCY ALARM AND EMERGENCY STOP,

SHALL BE GROUPED AT THE BOTTOM OF THE

PANEL AND SHALL HAVE THEIR CENTERLINES

NO LESS THAN 35" ABOVE THE FINISH FLOOR.

3/4" MINIMUM DIAMETER

CONTROL BUTTON (RAISED

OR FLUSH)

MAIN ENTRY FLOOR

CALL BUTTON

DOOR CLOSE

DOOR OPEN

EMERGENCY

ALARM

EMERGENCY STOP

(OCTAGON SYMBOL

SHALL BE RAISED, BUT

THE "X" IS NOT)

TOP OF CONTROLS SHALL BE NO HIGHER

THAN 54" AFF FOR SIDE APPROACH AND NO

HIGHER THAN 48" AFF FOR FRONT APPROACH

5/8" MINIMUM HEIGHT NUMBERS / LETTERS

TO 2" MAXIMUM HEIGHT. GRADE 2 BRAILLE

SHALL ACCOMPANY THE NUMBERS / LETTERS

EMERGENCY COMMUNICATION

IN ELEVATOR CAR

IDENTIFICATION FOR EMERGENCY

COMMUNICATION DEVICE IN ELEVATOR CAR

SHALL BE LOCATED ADJACENT TO THE

DEVICE WITH THE USE OF A RAISED SYMBOL

AND LETTERING IN COMPLIANCE WITH

MICHIGAN BUILDING CODE.

EMERGENCY TWO-WAY COMMUNICATION SYSTEM

THE HIGHEST OPERABLE PART OF A TWO WAY

COMMUNICATION SYSTEM IN THE ELEVATOR CAR

SHALL BE A MAXIMUM OF 48" ABOVE THE FINISH FLOOR

NOTES FOR ELEVATOR:ELEVATOR CONTROLS AND SIGNAGE

ELEVATORS SHALL COMPLY WITH THE MICHIGAN BUILDING CODE SECTIONS 11-4.10.1-11-4.10.14, THE SPECIFICATIONS IN THE

PROJECT MANUAL, AND THE ASME A17.1 ELEVATOR CODE.

THE LEVEL OF ILLUMINATION AT THE ELEVATOR CAR CONTROLS, PLATFORM, ELEVATOR THRESHOLD, AND LANDING OUTSIDE OF THE ELEVATOR HOISTWAY DOOR SHALL BE AT LEAST 5 FOOT CANDLES. SEE ELECTRICAL FOR ADDITIONAL REQUIREMENTS.

ELEVATOR CONTROL PANELS INSIDE OF THE ELEVATOR CAR SHALL COMPLY WITH THE FOLLOWING MINIMUM REQUIREMENTS AND

WITH THE SPECIFICATIONS INCLUDED IN THE PROJECT MANUAL:

(A) ALL CONTROL BUTTONS SHALL BE DESIGNATED BY BRAILLE AND BY RAISED STANDARD ALPHABET CHARACTERS FOR LETTERS, ARABIC CHARACTERS FOR NUMERALS, OR STANDARD SYMBOLS AS REQUIRED BY ASME A17.1. RAISED AND BRAILLE CHARACTERS AND SYMBOLS SHALL COMPLY WITH MICHIGAN BUILDING CODE SECTION 11-4.30. THE CALL BUTTON FOR THE MAIN ENTRY FLOOR SHALL BE DESIGNATED BY A RAISED STAR AT THE LEFT OF THE FLOOR DESIGNATION. ALL RAISED DESIGNATIONS FOR CONTROL BUTTONS SHALL BE PLACED IMMEDIATELY TO THE LEFT OF THE BUTTON TO WHICH THEY APPLY. APPLIED PLATES, PERMANENTLY ATTACHED, ARE AN ACCEPTABLE MEANS TO PROVIDE RAISED CONTROL DESIGNATIONS. FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL INDICATORS TO SHOW WHEN EACH CALL IS REGISTERED. THE VISUAL INDICATORS SHALL BE

EXTINGUISHED WHEN EACH CALL IS ANSWERED.

(B) ALL FLOOR BUTTONS SHALL BE NO HIGHER THAN 52" ABOVE THE FINISH FLOOR FOR "SIDE APPROACH" AND NO HIGHER THAN 48" ABOVE THE FINISH FLOOR FOR "FRONT APPROACH." EMERGENCY CONTROLS, INCLUDING THE EMERGENCY ALARM AND EMERGENCY STOP, SHALL BE GROUPED AT THE BOTTOM OF THE PANEL AND SHALL HAVE THEIR CENTERLINES NO LESS THAN 35"

ABOVE THE FINISH FLOOR.

(C) CONTROLS SHALL BE LOCATED ON A FRONT WALL IF CARS HAVE CENTER OPENING DOORS, AND AT THE SIDE WALL OR AT

THE FRONT WALL NEXT TO THE DOOR IF CARS HAVE SIDE OPENING DOORS.

EMERGENCY TWO-WAY COMMUNICATION SYSTEMS, IF PROVIDED, BETWEEN THE ELEVATOR CAR AND A POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH ASME A17.1-1990. IF THE SYSTEM USES A HANDSET, THE LENGTH OF THE CORD FROM THE PANEL TO THE HANDSET SHALL BE AT LEAST 29" LONG. IF THE SYSTEM IS LOCATED IN A CLOSED COMPARTMENT, THE COMPARTMENT DOOR HARDWARE SHALL COMPLY WITH NORTH CAROLINA BUILDING CODE SECTION 11-4.27 REGARDING CONTROLS AND OPERATING MECHANISMS. THE EMERGENCY INTERCOMMUNICATION SYSTEM SHALL NOT BE LIMITED TO VOICE COMMUNICATION. IF INSTRUCTIONS FOR USE ARE PROVIDED, ESSENTIAL INFORMATION SHALL BE PRESENTED IN BOTH TACTILE AND VISUAL FORM

COMPLYING WITH NORTH CAROLINA BUILDING CODE.

INSIDE EACH ELEVATOR CAR, A VISUAL CAR POSITION INDICATOR SHALL BE PROVIDED ABOVE THE CONTROL PANEL, OR OVER THE DOOR, TO SHOW THE POSITION OF THE ELEVATOR CAR IN THE HOISTWAY. AS THE CAR PASSES OR STOPS AT A FLOOR SERVED BY THE ELEVATOR, THE CORRESPONDING NUMERAL(S) SHALL ILLUMINATE, AND AN AUDIBLE SIGNAL SHALL SOUND. NUMERALS SHALL BE A MINIMUM OF 1/2" HIGH. THE AUDIBLE SIGNAL SHALL BE NO LESS THAN 20 DECIBELS WITH A FREQUENCY NO HIGHER THAN 1500 HZ. AN AUTOMATIC VERBAL ANNOUNCEMENT OF THE FLOOR NUMBER AT WHICH THE CAR STOPS OR WHICH A CAR PASSES

MAY BE SUBSTITUTED FOR THE AUDIBLE SIGNAL.

THE LEVEL OF ILLUMINATION AT THE CONTROL PANELS INSIDE OF THE ELEVATOR CARS SHALL BE A MINIMUM OF FIVE FOOT

CANDLES.

FLOOR SURFACES INSIDE OF THE ELEVATOR CALL SHALL COMPLY WITH MICHIGAN BUILDING CODE.

E-1.

E-2.

E-3.

E-4.

E-5.

E-6.

E-7.

FIRST FLOOR

816'-0"

SECOND FLOOR

829'-4"

THIRD FLOOR

842'-8"

T.O.S. LOW POINT

856'-0"

BASEMENT

801'-0"

H J

T.O.P

858'-10 1/2"

E L

E V

A T

O R

E -1

ELEVATOR

LOBBY

CORRIDOR

ELEVATOR

LOBBY

ELEVATOR

LOBBY

F1

AE403

ONE CUBIC FOOT

SUMP RECESS,

TYPICAL

T.O.ELEVATOR SHAFT

857'-4"

B.O. HOIST BEAM

855'-0"

C1

AE403

F4

AE403

C3

AE403

BOTTOM OF ELEV. PIT

797'-0"

H

4.2

J

F4

AE300

F8

AE402

F

HOIST DEPTH

5'-9" 1'-2"

/2

H O

IS

T

W

ID

T H

C

C

C

L

K

/4

SUMP

RE: STRUCTURAL

CONCRETE FOUNDATION WALL

RE: STRUCTURAL

2'-10"

108 SF

ELEV.

MAC.

RM.

48 SF

ELEVATOR

E-1

189 SF

CORRIDOR

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:4 :1

P

M

Scale: As indicated

AE402

ENLARGED ELEVATOR PLANS,

SECTIONS AND DETAILS

WHEAT

506-329CLINICAL & ADMINISTRATIVE

BUILDING

WHITE04-12-18

52 148

SCALE: 1/2" = 1'-0"AE110

F6 ENLARGED ELEVATOR FIRST FLOOR PLAN (E-1)

SCALE: 1/4" = 1'-0"AE100

F8 E-1 ELEVATOR SECTION

N N

SCALE: 1/2" = 1'-0"AE100

F3 ENLARGED ELEVATOR BASEMENT PLAN (E-1)

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

BASEMENT

801'-0"

PAINTED STEEL RUNG

LADDER ANCHOR TO WALL.

COORDINATE LOCATION

WITH ELEVATOR SUPPLIER.

REFER TO STRUCTURAL

DRAWINGS FOR

FOUNDATION DESIGN &

STEEL REINFORCING

STEEL SILL

SUPPORT FULL

WIDTH OF SHAFT

ANCHOR AT 24"

O.C. (VERIFY SIZE

WITH ELEVATOR

SHOP DRAWINGS)

CONCRETE SLAB ON

GRADE

RE: STRUCTURAL

METAL HOUSING BY

ELEVATOR

CONTRACTOR

EXTRUDED ALUMINUM SILL

ELEVATOR DOOR

ELEVATOR JAMB BEYOND

PROTECTION BOARD ON

MEMBRANE

WATERPROOFING ON

ELEVATOR PIT WALLS

TYPICAL

VAPOR BARRIER

BOTTOM OF ELEV. PIT

797'-0"

T Y

P

IC

A L

B3

AE520

FIRST FLOOR

816'-0"

ELEVATOR JAMB

BEYOND

FLOOR SLAB ON

METAL DECK

RE: STRUCTURAL

METAL DECK

STRUCTURAL BEAM

5/8" GYP. BOARD

ON 2 1/2" FURRING

AT 16" O.C.

BOND BEAM

METAL ELEVATOR

HEAD FRAME

ELEVATOR DOOR

EXTRUDED ALUMINUM

SILL

METAL HOUSING BY

ELEVATOR

CONTRACTOR

STEEL SILL SUPPORT

FULL WIDTH OF

SHAFT ANCHOR AT

24" O.C. (VERIFY SIZE

WITH ELEVATOR

SHOP DRAWINGS)

2 HOUR RATED

ELEVATOR SHAFT UL

DES. #U905

METAL HOUSING BY

ELEVATOR

CONTRACTOR

DOOR HEAD TRACK

AS REQUIRED

ELEVATOR DOOR

BENT PLATE

SPRAY ON

FIREPROOFING

T.O.MASONRY OPENING

808'-4"

DOOR HEIGHT

808'-0"

SECOND FLOOR

829'-4"

ELEVATOR DOOR

EXTRUDED ALUMINUM SILL

STEEL SILL SUPPORT FULL

WIDTH OF SHAFT ANCHOR

AT 24" O.C. (VERIFY SIZE

WITH ELEVATION SHOP

DRAWINGS

METAL HOUSING BY

ELEVATOR CONTRACTOR

8" CMU 2 HR RATED

ELEVATOR SHAFT UL. DES.

#U905

METAL HOUSING BY

ELEVATOR CONTRACTOR

BOND BEAM

DOOR HEAD TRACK AS

REQUIRED

ELEVATOR DOOR

GYP. BOARD ON

METAL FRAMING AT

16" O.C.

LAY-IN ACOUSTICAL

CEILING TILE

ANCHOR CEILING

FRAMING TO STRUCTURE

AS REQUIRED

W BEAM

DEFLECTION

TRACK

STEEL BENT PLATE

6" 7 5/8"

SPRAY ON

FIREPROOFING

ELEVATOR METAL HEAD FRAME

DOOR HEIGHT.

823'-0"

TOP OF MASONRY

OPENING

823'-4"

T.O.P

858'-10 1/2"

T.O.ELEVATOR SHAFT

857'-4"

B.O. HOIST BEAM

855'-0"

METAL DECK

MEMBRANE ROOF SYSTEM

BLOCKING

4" RIGID INSULATION, MINIMUM

METAL DECK

HOIST BEAM

RE: STRUCTURAL

8 CMU ELEVATOR SHAFT WALL SOLID

GROUTED WITH #4 AT 24" VERTICAL

W BEAM

FINISHED CEILING

STEEL ANCHOR BOLTS

STEEL BENT PLATE

6" CFMF

AIR SPACE

1/2" EXTERIOR SHEATHING

WITH AIR AND VAPOR

BARRIER

3" MINERAL WOOL

INSULATION

3/4" PLYWOOD

1/2" FIBERGLASS COVER BOARD

6" CFMF

WRAP ROOF SYSTEM OVER PARAPET

METAL COPING SYSTEM

(2) LAYERS OF 3/4" PLYWOOD

SEALANT

CONTINUOUS STEEL ANGLE

ANCHOR FRAMING AT 24" O.C.

SPRAY ON

FIREPROOFING

W BEAM

SPLICE UPPER &

LOWER STUDS

MEMBRANE ROOF SYSTEM

4" RIGID

INSULATION

T.O.S ELEVATOR HOIST

856'-4 3/8"

STIFFCLIP ANCHOR

SLOPE 1/4" / LINEAR FOOT

CANT STRIP

3" MINERAL WOOL INSULATION

MASONRY ANCHOR AT 16"

OC EACH WAY

OPEN HEAD VENT - ALIGN

WITH WEEPS BELOW

4.2

T.O.P

858'-10 1/2"

T.O.ELEVATOR SHAFT

857'-4"

B.O. HOIST BEAM

855'-0"

6" CFMF

3" MINERAL WOOL INSULATION

AIR SPACE

SPLIT FACE CMU

CONTINOUS STEEL ANGLE

PREFINISHED ALUMINUM COPING

SYSTEM

(2) LAYERS 3/4" PLYWOOD

MEMBRANE ROOF SYSTEM

BOND BEAM

8" CMU ELEVATOR

SHAFT WALL SOLID

GROUTED WITH #4

AT 24" O.C.

VERTICAL

4" RIGID INSULATION

1/2" FIBERGLASS

COVER BOARD

SPRAY ON FIREPROOFING

WRAP ROOF SYSTEM

OVER PARAPET

1/2" EXTERIOR SHEATHING WITH

AIR & VAPOR BARRIER

STEEL POST AT 24" O.C. FOR ANGLE SUPPORT

ANCHOR FRAMING AT 24" O.C.

STIFF CLIP ANCHOR

BENT PLATE

3/4" PLYWOOD

T.O.S ELEVATOR HOIST

856'-4 3/8"BEAM

REFER TO STRUCTURAL

CANT STRIP

MASONRY ANCHOR AT 16" OC

EACH WAY

OPEN HEAD VENT - ALIGN

WITH WEEPS BELOW

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:4 :2

P

M

Scale: 1" = 1'-0"

AE403

ELEVATOR DETAILS

KUNKLE

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

53 148

SCALE: 1" = 1'-0"AE402

F1 ELEVATOR PIT DETAIL

SCALE: 1" = 1'-0"AE402

C1 ELEVATOR SHAFT DETAIL

SCALE: 1" = 1'-0"AE402

F4 ELEVATOR SHAFT DETAIL

SCALE: 1" = 1'-0"AE402

C3 ELEVATOR SHAFT DETAIL

SCALE: 1" = 1'-0"

C6 ELEVATOR DETAIL

AE402

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

REF

NIC

REF

NIC

SB30 B24

W3030 W2430

SOLID SURFACE

COUNTERTOP,

BACKSPLASH AND

SIDESPLASH

CORNER GUARD

SCHEDULED BASE

5'-9 1/2"

B12

MICROWAVE

BY VA (NIC)

W1230

FILLER PANEL

F3

AE560

B1

AE560

STAINLESS STEEL

SINK

H2

E1

LIGHTS

RE: ELECTRICAL

FILLER PANEL

FINISHED END

LOCKS, TYPICAL

LOCKS, TYPICAL

LOCKS, TYPICAL

B24

W2424W2424 W2424

U/C

REF

(NIC)

U/C

REF

(NIC)

SOLID SURFACE

COUNTERTOP,

BACKSPLASH AND

SIDESPLASH

SCHEDULED

BASE

STAINLESS

STEEL SINK

W2424

W2424

(2) REFRIGERATORS BY VA

(31 1/2"H x 29"D x 24"W)

4'-3"+/-

SB24

FILLER PANEL

D1

AE560

F3

AE560

D3

AE560

H2

E1

LIGHTS

RE: ELECTRICAL

FILLER

PANEL

F5

AE560

LOCKS, TYPICAL

LOCKS,

TYPICAL

MOP SINK

FRP

7"6"

MOP SINK

SHELF AND

HOOKS

SOLID SURFACE

COUNTERTOP,

BACKSPLASH AND

SIDESPLASH

PLASTIC

LAMINATE

SUPPORT

PLASTIC LAMINATE

REMOVABLE PANEL

EQ. EQ. 2'-6"

MICROWAVE (BY VA)

F1

AE560

SCHEDULED BASE

E1

H2

STAINLESS

STEEL SINK

7"

FRP

MOP SINK SHELF

AND HOOKS

TYPICAL

1'-0"

"FRP

MOP SINK

SHELF AND

HOOKS

BUILT IN

STORAGE

CASEWORK

FILLER

PANEL

EQUAL 2"

FIXED SHELF AT

LOCK HEIGHT

(2) ADJUSTABLE

SHELVES (TYP)

(2) ADJUSTABLE

SHELVES (TYP)

SCHEDULED

BASE

D8

AE560

VERIFY IN FIELD

+/- 9'- 4 1/2"

EQUALEQUAL

FINISHED END

LOCKS, TYPICAL

W3624

PLASTIC LAMINATE

REMOVABLE

PANEL

SCHEDULED

BASE

SOLID SURFACE

COUNTERTOP, BACKSPLASH

AND SIDESPLASH

GLOVEBOX

CABINET WITH

PAPER TOWEL

DISPENSER

PLASTIC LAMINATE

ON FINISHED END

PANEL

2'-6"

4'-7"

1" FILLER PANEL

GYPSUM BOARD

SOFFIT

W3624

D3

AE560

F1

AE560

STAINLESS STEEL

SINK

E1

FINISHED END

LOCKS, TYPICAL

LIGHTS

RE: ELECTRICAL

W2724

WC12

UC /

FREEZER

(NIC)

SCHEDULED BASE

SOLID SURFACE

COUNTERTOP,

BACKSPLASH AND

SIDESPLASH

PLASTIC LAMINATE

REMOVABLE PANEL

SOLID SURFACE

COUNTERTOP,

BACKSPLASH AND

SIDESPLASH

GYPSUM BOARD

SOFFIT

UC FREEZER BY VA

(34 1/2"H x 25"D x 24"W)

2"

2'-3 3/4"

D3

AE560

F1

AE560

F7

AE560

STAINLESS

STEEL SINK

E1H2

SPECIMEN COUNTER

LOCKS, TYPICAL

FINISHED END

FINISHED END

2'-6"

LOCKS, TYPICAL

FILLER PANEL

NOTE 1: MOUNTING HEIGHTS SHOWN ARE PROPOSED FOR ALL ACCESSORIES AND FIXTURES

REQUIRED UNLESS OTHERWISE NOTED OR DIMENSIONED ON DRAWINGS FOR SPECIFIC

CONDITIONS.

PAPER TOWEL

DISPENSER ABOVE

COUNTERS

(B.F. DENOTES BARRIER

FREE REQUIREMENTS)

ELECTRIC

WATER

COOLER

SPOUT

HEIGHT

PAPER TOWEL

DISPENSER IN

BATH ROOMS

(B.F. MIN.)

2' - 6" (M

IN

(B .F

M A

X

1' - 3" (MIN.)

LINE OF WALL

ELEC. OUTLET

(SEE NOTE BELOW)

NOTE: ANY ELECT. OUTLET

NEAR SINKS IN B.F.. TOILET

ROOMS TO BE MOUNTED

33" TO 36" A.F.F. TO

LAVATORY

(B .F

M

A X

LINE OF OBSTRUCTION

MIRROR SIZE AS

SPECIFIED OR NOTED

BOTTOM OF

REFLECTING SURFACE

CLEAR TO 8" DEPTH MIN

ROBE

HOOK

(B .F

M

A X

TOILET

PAPER

HOLDER

1' - 0"

(MIN.)

3' - 6"

1 1/2"

1 1/2"

/2

7"-9" (TYP.)

FROM LIP OF

W.C. TO T.P.H

LINE OF WALL

39" - 41"

GRAB BAR

(MAX)

3' - 0"

SOAP

DISPENSER

HIGHEST

OPERABLE

PART

FIRE

EXTINGUISHER

CABINET

m m

B F

H A

N D

L E

H E

IG

H

T

BELOW BAR

TOILET PAPER

DISPENSER

GRAB BAR

3' - 0" 6"

(B .F

M

IN

/4

M A

X

SOLID SURFACE

COUNTERTOP,

BACKSPLASH AND

SIDESPLASH

PLASTIC LAMINATE

REMOVABLE PANEL

SCHEDULED BASE

VANITY LIGHTS

RE: ELECTRICAL

F1F1 L7

L2

H1

L3

F1

AE560

STAINLESS STEEL

SINK

E1

E1

TOILET PARTITION

3'-0"

CLEAR

5'-0" 3'-1"

5'-0"

SOLID SURFACE

COUNTERTOP,

BACKSPLASH AND

SIDESPLASH

PLASTIC LAMINATE

REMOVABLE PANEL

SCHEDULED BASE

VANITY LIGHTS

RE: ELECTRICAL

F1F1

L2

L7

K1 H1

L3

2'-0"

KICKPLATE ON

EXTERIOR SIDE,

TYPICAL

6"X24" LOUVER

F1

AE560

STAINLESS STEEL SINK

E1 E1

TOILET PARTITION

CLEAR

5'-0"3'-0"3'-0"

5'-0"

SCHEDULED BASE

PARTIAL WALL

GYPSUM

SOFFIT

RESIN PANEL

METAL TRACK

METAL TRACK

F8

AE560

MAIL SLOTS

D5

AE560

VIF

1'-2"

VIF

1'-2" VIF

1'-2"

FINISHED END

INTERIOR ELEVATION NOTES

1. SOAP AND PAPER TOWEL DISPENSERS ARE OWNER

FURNISHED AND CONTRACTOR INSTALLED.

2. P.S. = PENCIL SHARPENER, SUPPORTS FOR

PENCIL SHARPENER OWNER PROVIDED,

CONTRACTOR INSTALLED.

3. BOX/BOX/FILE DRAWERS AND FILE/FILE DRAWERS

NEED TO ALLOW FOR HANGING STANDARD SIZE

FILES FRONT TO BACK. PROVIDE NECESSARY

HANGING BRACKETS TO ACCOMMODATE CHANGE.

CABINET WIDTH CAN BE ADJUSTED WITH

ARCHITECTS APPROVAL.

4. PLASTIC LAMINATE - BULLNOSE EDGE COUNTERTOP

W/4" BACKSPLASH - PROVIDE GROMMETS 40" O/C.

CUT BACKSPLASH AROUND WINDOW WHEN

REQUIRED. USE SUPPORTS AS REQUIRED.

5. SEE FLOOR PLAN FOR LOCATION AND SIZES OF

MARKERBOARDS, TACKBOARDS, TACKSTRIPS AND

METAL SHELVING.

6. SCHEDULED BASE TO GO UNDER AND AROUND ALL

CABINETS (CUT TO FIT AS NECESSARY)

7. ALL APPLIANCES - BY GENERAL CONTRACTOR,

EXCEPT APPLIANCES NOTED TO BE BY THE OWNER.

9. PAPER TOWEL DISPENSERS ARE OWNER PROVIDED

AND CONTRACTOR INSTALLED.

1/4" CLEAR

TEMPERED

GLAZING

3'-4"

SOLID SURFACE

TRANSACTION

COUNTER

D7

AE560

EQ EQ

FIXED

GLASS

SLIDING

GLASS

3"

1'-2"

FINISH CEILING

RE: REFLECTED

CEILING PLANS

SCHEDULED BASE

3"

3'-10"

R E

D

O O

R S

C H

E D

U L E

5'-5 1/2" 1'-2 1/2"

SCHEDULE

RE: DOOOR

STOREFRONT SYSTEM

11'-7 1/2"

B

/4

6'-2"

SCHEDULED BASE SG

SG

SG SG

SG

SGSGSG

SCHEDULED BASEPARTIAL WALL

GYPSUM

SOFFIT

RESIN PANEL

METAL TRACK

D5

AE560

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:4 :3

P

M

Scale: As indicated

AE460

INTERIOR ELEVATIONS

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

WHITE04-12-18

54 148

SCALE: 3/8" = 1'-0"AE160

F8 105 COFFEE

SCALE: 3/8" = 1'-0"AE160

F7 140 TREATMENT AREA

SCALE: 3/8" = 1'-0"AE100

F1 012 HAC

SCALE: 3/8" = 1'-0"AE120

D7 233 BREAKROOM

SCALE: 3/8" = 1'-0"AE110

F3 TYPICAL HAC

SCALE: 3/8" = 1'-0"AE110

F2 TYPICAL HAC

SCALE: 3/8" = 1'-0"AE110

D8 108 CORRIDOR

SCALE: 3/8" = 1'-0"AE110

D1 TYPICAL EXAM ROOM

SCALE: 3/8" = 1'-0"AE160

F5 140 TREATMENT AREA

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

TYPICAL MOUNTING HEIGHTS

SCALE: 3/8" = 1'-0"AE160

D2 TYPICAL MENS TOILET ROOM

SCALE: 3/8" = 1'-0"AE160

D4 TYPICAL WOMENS TOILET ROOM

SCALE: 3/8" = 1'-0"AE120

C1 TYPICAL MAIL SLOTS

ACCESSORY SCHEDULE

KEY ITEM NAME

PROVIDED/

INSTALLED

B1 BABY CHANGING STATION GC/GC

C1 COAT HOOK GC/GC

E1 SOAP DISPENSER VA/GC

F1 FRAMED MIRROR GC/GC

H1 TOILET PARTITION MOUNTED TOILET TISSUE DISPENSER, DUAL-ROLL FOR TWO COMPARTMENT VA/GC

H2 WALL MOUNTED PAPER TOWEL DISPENSER VA/GC

K1 TOILET…