36C25518R0074-00001009.pdf

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

H G F E D C

AS-301

F.4

EXISTING PARKING

GARAGE

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

GLAZED ALUM.

CURTAIN WALL -

REF. SPECS

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

OPEN OPEN OPEN

AS-501

TYP. @ ALL OPEN

AREAS ON 3RD LEVEL

LEVEL P1

VARIES

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

321 4 5 6 7 8 9 10 119.9

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

OPEN

OPEN

ENTRY/EXIT

ENTRY/EXIT

OPEN OPEN

LEVEL P1

VARIES

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

HGFEDC

AS-301

F.4

EXISTING PARKING

GARAGE

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

2 HR FIRE BARRIER

REF. GI-003

2 HR FIRE BARRIER

REF. GI-003

OPEN OPEN

2 HR FIRE BARRIER

REF. GI-003

TYP. @ ALL OPEN

AREAS ON 3RD LEVEL

AS-501

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

SNOW DUMP&

REMOVAL AREA

LEVEL P1

VARIES

FIRE RATED

EXPANSION JOINT -

REF. SPECS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-202

EXTERIOR ELEVATIONS - BID ITEM 2 (DEDUCT)

EXPAND PARKING GARAGE 589-401

1/16" = 1'-0"

EAST ELEVATION

1/16" = 1'-0"

SOUTH ELEVATION

1/16" = 1'-0"

WEST ELEVATION

BID ITEM 2 (DEDUCT)

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

H G F E D C

AS-301

F.4

PRECAST CONCRETE

COLUMN - REF. STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

EXISTING PARKIING

GARAGE

OPEN OPEN OPEN

AS-501

TYP. @ ALL OPEN

AREAS ON 3RD LEVEL

LEVEL P1

VARIES

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

321 4 5 6 7 8 9 10 119.9

OPEN

PRECAST CONCRETE

COLUMN - REF. STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

OPEN OPEN

ENTRY/EXIT

OPEN

OPEN

ENTRY/EXIT

OPEN

LEVEL P1

VARIES

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

HGFEDC

AS-301

F.4

EXISTING PARKING

GARAGE

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

2 HR FIRE BARRIER

REF. GI-003

2 HR FIRE BARRIER

REF. GI-003

OPEN OPEN

2 HR FIRE BARRIER

REF. GI-003

TYP. @ ALL OPEN

AREAS ON 3RD LEVEL

AS-501

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

SNOW DUMP&

REMOVAL AREA

LEVEL P1

VARIES

FIRE RATED

EXPANSION JOINT -

REF. SPECS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-203

EXTERIOR ELEVATIONS - BID ITEM 3 (DEDUCT)

EXPAND PARKING GARAGE 589-401

1/16" = 1'-0"

EAST ELEVATION

1/16" = 1'-0"

SOUTH ELEVATION

1/16" = 1'-0"

WEST ELEVATION

BID ITEM 3 (DEDUCT)

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

G F E D C

AS-301

F.4

EXISTING PARKING

GARAGE

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

GLAZED ALUM.

CURTAIN WALL -

REF. SPECS

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

OPEN OPEN

AS-501

TYP. @ ALL OPEN

AREAS ON 3RD LEVEL

LEVEL P1

VARIES

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

321 4 5 6 7 8 9 10 11

AS-301

9.9

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

ENTRY/EXIT ENTRY/EXITOPEN OPEN

AS-501

TYP. @ ALL OPEN

AREAS ON 3RD LEVEL

AS-301

LEVEL P1

VARIES

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

GFEDC

AS-301

F.4

EXISTING PARKING

GARAGE

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

2 HR FIRE BARRIER

REF. GI-003

2 HR FIRE BARRIER

REF. GI-003

OPENOPEN

TYP. @ ALL OPEN

AREAS ON 3RD LEVEL

AS-501

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

SNOW DUMP&

REMOVAL AREA

LEVEL P1

VARIES

RETAINING WALL - REF. STRUCT.

FIRE RATED

EXPANSION JOINT -

REF. SPECS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-204

EXTERIOR ELEVATIONS - BID ITEM 4 (DEDUCT)

EXPAND PARKING GARAGE 589-401

1/16" = 1'-0"

EAST ELEVATION

1/16" = 1'-0"

SOUTH ELEVATION

1/16" = 1'-0"

WEST ELEVATION

BID ITEM 4 (DEDUCT)

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

G F E D CF.4

OPEN OPEN

EXISTING PARKING

GARAGE

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

GLAZED ALUM.

CURTAIN WALL -

REF. SPECS

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

AS-302

LEVEL P1

VARIES

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

321 4 5 6 7 8 9 10 119.9

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

ENTRY/EXIT ENTRY/EXITOPEN OPEN

LEVEL P1

VARIES

AS-302

AS-302

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

GFEDC F.4

EXISTING PARKING

GARAGE

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

2 HR FIRE BARRIER

REF. GI-003

2 HR FIRE BARRIER

REF. GI-003

OPEN

TYP. @ ALL OPEN

AREAS ON 3RD LEVEL

AS-501

SNOW DUMP&

REMOVAL AREA

LEVEL P1

VARIES

RETAINING WALL - REF. STRUCT.

AS-302

FIRE RATED

EXPANSION JOINT -

REF. SPECS

F

10 11

2' - 1"

2" TREAD WIDTH

4' - 9 1/2"

2"

2 1/4" 5 1/4"

CLEAR

3' - 10 1/2" 5 1/4"

2 1/4"

1"

PREFABRICATED

MTL. STAIRS - REF.

STRUCT.

MC12 STINGERS

BOTH SIDES - REF.

STRUCT.

1 1/2" DIA GALV. &

PTD STL TUBE

HANDRAIL &

GUARDRAIL

(9

E Q

T

R E

A D

S

(9

E Q

T

R E

A D

S

HANDRAIL &

GUARDRAIL

AS-205

PRECAST CONC.

COLUMN COVER -

REF. STRUCT.

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

F

1' - 0"

(9) EQ. TREADS

8' - 3" 4' - 1"

(9) EQ. TREADS

8' - 3" 1' - 0"

(1

E

Q R

IS

E

R S

(1

E

Q R

IS

E

R S

1 1/2" DIA GALV. &

PTD STL TUBE

HANDRAIL

1 1/2" DIA GALV. &

PTD STL TUBE

GUARDRAIL

GRIP-STRUT

PREFORMED MTL.

RISERS & LANDING

PLANKS - REF.

STRUCT.

STL. COLUMN - REF.

STRUCT.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-205

EXTERIOR ELEVATIONS - BID ITEM 5 (DEDUCT)

EXPAND PARKING GARAGE 589-401

1/16" = 1'-0"

EAST ELEVATION

1/16" = 1'-0"

SOUTH ELEVATION

1/16" = 1'-0"

WEST ELEVATION

BID ITEM 5 (DEDUCT)

STAIRS - BID ITEM 5 -

REF. DETAILS THIS

SHEET

STAIRS - BID ITEM 5

(BEYOND) - REF.

DETAILS THIS SHEET

1/4" = 1'-0"

BID ITEM 5 STAIRS - LEVEL P4

1/4" = 1'-0"

SECTION - BID ITEM 5 STAIRS

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

G F E D CF.4

OPEN OPEN

EXISTING PARKING

GARAGE

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

GLAZED ALUM.

CURTAIN WALL -

REF. SPECS

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

AS-302

LEVEL P1

VARIES

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

321 4 5 6 7 8 9 10 119.9

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

PRECAST CONCRETE

SPANDREL - REF.

STRUCT

ENTRY/EXIT ENTRY/EXITOPEN OPEN OPEN OPEN OPEN

LEVEL P1

VARIES

AS-302

AS-302

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

GFEDC F.4

EXISTING PARKING

GARAGE

PRECAST CONCRETE

SHEAR WALL - REF.

STRUCT

PRECAST CONCRETE

COLUMN - REF. STRUCT

2 HR FIRE BARRIER

REF. GI-003

2 HR FIRE BARRIER

REF. GI-003

LEVEL P1

VARIES

RETAINING WALL - REF. STRUCT.

SNOW DUMP &

REMOVAL AREA

AS-302

FIRE RATED

EXPANSION JOINT -

REF. SPECS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-206

EXTERIOR ELEVATIONS - BID ITEM 6 (DEDUCT)

EXPAND PARKING GARAGE 589-401

1/16" = 1'-0"

EAST ELEVATION

1/16" = 1'-0"

SOUTH ELEVATION

1/16" = 1'-0"

WEST ELEVATION

BID ITEM 6 (DEDUCT)

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

2 1

AS-301

MOD BIT ROOFING SYSTEM

OVER 1/2" COVER BD OVER

RIGID INSUL OVER VAPOR

RETARDER

8" PRECAST CONC

ROOF - REF. STRUCT.

PRECAST CONC - REF.

STRUCT.

CONC PARKING DECK

- REF. STRUCT.

REINF. CONC SLAB -

REF. STRUCT.

REF. GEOTECH

REPORT FOR SUB

GRADE CONDITIONS

ELEV.

723' - 4"

1 1/2" DIA PTD

STL TUBE

HANDRAIL &

GUARD RAIL

1 1/2" DIA PTD

STL TUBE

HANDRAIL AT

OUTSIDE EDGE

OF STAIRS EA

SIDE

PRECAST CONC BEAM -

REF. STRUCT.

1"

1 1/4"2 1/4" 1 1/4"

4' - 2 1/4"

1 1/4"

2 1/4"

10"

4' - 11 1/2"

4"

4' - 11 1/2"

ALL

DIMENSIONS

TYP.

STAIR

PARKING

STRUCTURE

R A

IL

H

T

T Y

P

G U

A R

D

AS-302

BID ITEMS

5 & 6

M A

X

R

IS

E R

H T

E Q

R

IS

E

R S

M A

X

R

IS

E R

H T

E Q

R

IS

E

R S

2 1/4"

1 1/4"

4' - 2 1/4"

1 1/4"

2 1/4" 1 1/4"

1"

T.O. CONC.

776' - 0"

PREFIN. MTL. GUTTER -

REF. ROOF PLAN FOR

DOWNSPOUT AND

DISCHARGE LOCATION

AS-501

AS-501

H A

N D

R A

IL

T Y

P

REV

M A

X

R

IS

E R

H T

(2

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

/8

PRECAST CONC

STAIRS - REF.

STRUCT.

FIN. GRADE - REF.

CIVIL

CONC. FDN. - REF.

STRUCT.

PERIMETER DRAINAGE

SYSTEM - REF. STRUCT.

FOR SPECS & CIVIL FOR TIE-

IN ELEVATIONS TO

SANITARY SEWER

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

G

AS-301

PRECAST CONC - REF.

STRUCT.

MOD BIT ROOFING SYSTEM OVER

1/2" COVER BD OVER RIGID INSUL

OVER VAPOR RETARDER

8" PRECAST CONC ROOF -

REF. STRUCT.

OPEN

OPEN

OPEN

OPEN

1 1/2" O.D. PTD STL

TUBE HANDRAIL &

GUARD RAIL

REINF. CONC SLAB -

REF. STRUCT.

REF. GEOTECH REPORT

FOR SUB GRADE

CONDITIONS

PRECAST CONC

STAIRS TYP - REF.

STRUCT.

(10) TREADS @ 11" = 9' - 2"

(9) TREADS @ 11" = 8' - 3"

(10) TREADS @ 11" = 9' - 2"

ELEV.

723' - 4"

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

PRECAST CONC BEAM

- REF. STRUCT.

PRECAST PARKING DECK

- REF. STRUCT.

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

/8

AS-302

BID ITEMS

5 & 6

5' - 0" TYP. (10) TREADS @ 11" = 9' - 2" 6' - 0" TYP.

1 1/2" O.D. STL.

TUBE HANDRAIL

ON WALL

BEYOND, PTD. -

TYP. - REF. SHT.

AS-601

AS-501

AS-501

REV

T.O. CONC.

776' - 0"

T Y

P

T Y

P

T Y

P

TYP.

1' - 0"

1 1/2" O.D. STL.

TUBE HANDRAIL

ON WALL BEYOND,

PTD. - TYP.

TYP.

1' - 0"

AS-502

AS-502

CONC. FDN. - REF.

STRUCT.

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

1011 9.9

8" PRECAST CONC

ROOF - REF. STRUCT.

GLAZED ALUMINUM

CURTAIN WALL - REF.

SPECS.

SECURE CURTAIN WALLS

TO LANDING STRUCTURE

AS REQ'D BY CURTAIN

WALL MANUF., TYP.

MOD BIT ROOFING SYSTEM OVER

1/2" COVER BD OVER RIGID INSUL

OVER VAPOR RETARDER

1 1/2" OD PTD STL

TUBE HANDRAIL

& GUARD RAIL

REINFORCED

CONC. SLAB - REF.

STRUCT.

REF. GEOTECH

REPORT FOR SUB

GRADE CONDITIONS

ELEV.

725' - 10 1/2"

AS-301

PRECAST

PARKING DECK -

REF. STRUCT.

STAIR

PARKING

STRUCTURE

PRECAST CONC STEM WALL

- REF. STRUCT.

CONC COLUMN

BEYOND

AS-302

BID ITEMS

5 & 6

AS-501

AS-501

REV

/4

/4

11" 1"

1 1/4"

2 1/4"

1 1/4"

4' - 0"

1 1/4"

2 1/4"

1 1/4"

1"ELEV.

727' - 0"

ELEV.

730' - 6"

PRECAST CONC.

BEAM - REF.

STRUCT.

T.O. CONC.

776' - 0"

M A

X

R

IS

E R

H T

(8

E Q

R

IS

E

R S

/8

M A

X

R

IS

E R

H T

(2

E

Q

R

IS

E R

S

/8

M A

X

R

IS

E R

H T

(2

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(2

E

Q

R

IS

E R

S

1"

1 1/4" 2 1/4"

1 1/4"

4' - 0"

1 1/4"

2 1/4"

1 1/4"

1"

4' - 11 1/2"

4"

4' - 11 1/2"

CONC. FDN. - REF.

STRUCT.

AS-601

PERIMETER DRAINAGE

SYSTEM - REF. STRUCT.

FOR SPECS & CIVIL FOR

TIE-IN ELEVATIONS TO

SANITARY SEWER

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

G

AS-301

F.4 3

AS-302

8" PRECAST CONC ROOF -

REF. STRUCT.

GLAZED ALUMINUM CURTAIN

WALL - REF. SPECS.

MOD BIT ROOFING SYSTEM OVER

1/2" COVER BD OVER RIGID INSUL

OVER VAPOR RETARDER

1 1/2" OD PTD STL

TUBE HANDRAIL &

GUARD RAIL

REINF. CONC SLAB -

REF. STRUCT.

REF. GEOTECH

REPORT FOR SUB

GRADE CONDITIONS

BID ITEMS

5 & 6

ELEV.

725' - 10 1/2"

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

/4

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

/4

M A

X

R

IS

E R

H T

(8

E Q

R

IS

E

R S

/8

5' - 0" TYP. (10) TREADS @ 11" = 9' - 2" 6' - 0" TYP.

(10) TREADS @ 11" = 9' - 2"

(10) TREADS @ 11" = 9' - 2"

(7) TREADS @ 11" = 6' - 5"

8' - 0"

AS-501

AS-501

REV

AS-502

AS-502

AS-502

AS-502

AS-502

T.O. CONC.

776' - 0"

CONC. FDN. - REF.

STRUCT.

(10) TREADS @ 11" = 9' - 2"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-301

STAIR SECTIONS

EXPAND PARKING GARAGE 589-401

1/4" = 1'-0"

STAIR C - E/W SECTION

1/4" = 1'-0"

STAIR C - N/S SECTION

1/4" = 1'-0"

STAIR D - E/W SECTION

1/4" = 1'-0"

STAIR D - N/S SECTION

LEVEL P3

753' - 4"

1011 9.9

8" PRECAST CONC ROOF

SECURE CURTAIN WALLS

TO LANDING STRUCTURE

AS REQ'D BY CURTAIN

WALL MFR

MOD BIT ROOFING SYSTEM OVER

1/2" COVER BD OVER RIGID INSUL

OVER VAPOR RETARDER

1 1/2" OD PTD STL

TUBE HANDRAIL

& GUARD RAIL

REINF. CONC

SLAB - REF.

STRUCT.

REF. GEOTECH REPORT

FOR SUB GRADE

CONDITIONS

AS-501

GLAZED ALUMINUM

CURTAIN WALL - REF.

SPECS.

PRECAST CONC STAIRS

TYP - REF. STRUCT.

T Y

P

T Y

P

4' - 11 1/2"

4"

4' - 11 1/2"

PRECAST CONC

STEM WALL - REF.

STRUCT.

STAIR

PARKING

STRUCTURE

/2

M A

X

R

IS

E R

H T

(2

E

Q

R

IS

E R

S

/8

M A

X

R

IS

E R

H T

(2

E

Q

R

IS

E R

S

AS-302

ELEV.

725' - 10 1/2"

ELEV.

727' - 0"

ELEV.

730' - 6"

M A

X

R

IS

E R

H T

(8

E Q

R

IS

E

R S

/8

ELEV.

764' - 8"

AS-501

REV

PRECAST CONCRETE

BEAM - REF. STRUCT.

11"

CONC. FDN. - REF.

STRUCT.

AS-601

REV

PERIMETER DRAINAGE

SYSTEM - REF. STRUCT.

FOR SPECS & CIVIL FOR

TIE-IN ELEVATIONS TO

SANITARY SEWER

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

GF.4

AS-302

8" PRECAST CONC ROOF -

REF. STRUCT.

GLAZED ALUMINUM

CURTAIN WALL - REF.

SPECS.

MOD BIT ROOFING SYSTEM

OVER 1/2" COVER BD OVER

RIGID INSUL OVER VAPOR

RETARDER

1 1/2" OD PTD STL

TUBE HANDRAIL &

GUARD RAIL

REINF. CONC SLAB -

REF. STRUCT.

REF. GEOTECH REPORT

FOR SUB GRADE

CONDITIONS

5' - 0"

(10) TREADS @ 11" TYP

9' - 2" 6' - 0"

ELEV.

725' - 10 1/2"

1 1/2"

5' - 0"

(10) TREADS @ 11"

9' - 2" 6' - 0"

T Y

P

M A

X

R

IS

E R

H T

(2

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(2

E

Q

R

IS

E R

S

/8

M A

X

R

IS

E R

H T

(8

E Q

R

IS

E

R S

/8

/2

CONC. FDN. - REF.

STRUCT.

7' - 9"

(7) TREADS @ 11"

6' - 5" 6' - 0"

ELEV.

764' - 8"

AS-502

AS-502

AS-502

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

2 1

AS-302

MOD BIT ROOFING SYSTEM

OVER 1/2" COVER BD OVER

RIGID INSUL OVER VAPOR

RETARDER

8" PRECAST CONC ROOF

- REF. STRUCT.

PRECAST CONC

CONC COLUMN

BEYOND

CONC PARKING DECK

- REF. STRUCT.

REINF. CONC SLAB - REF.

STRUCT.

REF. GEOTECH REPORT FOR

SUB GRADE CONDITIONS

ELEV.

723' - 4"

1 1/2" DIA PTD

STL TUBE

HANDRAIL &

GUARD RAIL

1 1/2" DIA PTD

STL TUBE

HANDRAIL AT

OUTSIDE EDGE

OF STAIRS EA

SIDE

PRECAST CONC BEAM -

REF. STRUCT.

STAIR

PARKING

STRUCTURE

T Y

P

M A

X

R

IS

E R

H T

(2

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(2

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

/8

ELEV.

764' - 8"

HANDRAIL & GUARD

RAIL AT TOP LEVEL

4' - 11 1/2"4"

1"

1 1/4"2 1/4"

1 1/4"

4' - 2 1/4"

1 1/4"

2 1/4"

AS-501

AS-501

REV

FIN. GRADE - REF. CIVIL

PRECAST CONC. STAIR

- REF. STRUCT.

CONC. FDN. - REF.

STRUCT.

PERIMETER DRAINAGE

SYSTEM - REF. STRUCT.

FOR SPECS & CIVIL FOR TIE-

IN ELEVATIONS TO

SANITARY SEWER

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

G

PRECAST CONC - REF.

STRUCT.

MOD BIT ROOFING SYSTEM

OVER 1/2" COVER BD OVER

RIGID INSUL OVER VAPOR

RETARDER

8" PRECAST CONC

ROOF - REF. STRUCT.

OPEN

OPEN

OPEN

1 1/2" OD PTD STL

TUBE HANDRAIL &

GUARD RAIL

REINF. CONC SLAB

- REF. STRUCT.

REF. GEOTECH

REPORT FOR SUB

GRADE CONDITIONS

PRECAST CONC STAIRS

TYP - REF. STRUCT.

5' - 0"

(10) TREADS @ 11"

9' - 2" 6' - 0"

5' - 11"

9() TREADS @ 11"

8' - 3" 6' - 0"

5' - 0"

(10) TREADS @ 11"

9' - 2" 6' - 0"

ELEV.

723' - 4"

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

PRECAST CONC

BEAM - REF.

STRUCT.

PRECAST PARKING

DECK - REF.

STRUCT.

AS-502

AS-502

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

M A

X

R

IS

E R

H T

(1

E

Q

R

IS

E R

S

/8

AS-302

ELEV.

764' - 8"

AS-501

AS-501

REV

CONC. FDN. - REF.

STRUCT.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-302

STAIR SECTIONS - BID ITEMS 5 & 6

EXPAND PARKING GARAGE 589-401

1/4" = 1'-0"

STAIR D - E/W SECTION (BID ITEMS 5 & 6 - DEDUCT)

1/4" = 1'-0"

STAIR D - N/S SECTION (BID ITEMS 5 & 6 - DEDUCT)

1/4" = 1'-0"

STAIR C - E/W SECTION (BID ITEMS 5 & 6 - DEDUCT)

1/4" = 1'-0"

STAIR C - N/S SECTION (BID ITEMS 5 & 6 - DEDUCT)

G

10 11

AS-301

F.4

9.9

AS-301

AS-302

10" 4' - 4 1/2" 11" 4' - 11 1/2" 10"

4' - 11 1/2" 4" 4' - 11 1/2"

ACCENT PAINT, REF

FINISH SCHEDULE

(AS-601)

GLAZED ALUM CURTAIN WALL,

REF. SPECS. (ABOVE)

PRECAST CONC STAIR,

REF. STRUCT.

E .J

O U

T T

O O

U T

O F

C U

R T

A

IN

W A

L L

E .J

PRECAST CONCRETE,

REF. STRUCT.

BID ITEMS

5 & 6

AS-302

BID ITEMS

5 & 6

UP

G

AS-301

AS-301

F.4

T

R E

A D

S

E

A

4' - 11 1/2" 4" 4' - 11 1/2"

ACCENT PAINT, REF

FINISH SCHEDULE

(AS-601)

1' - 4" 10" 10' - 3" 10" 2' - 4"

E .J

E .J

PRECAST CONC STAIR,

REF. STRUCT.

PRECAST CONCRETE,

REF. STRUCT.

PRECAST CONCRETE,

REF. STRUCT.

AS-302

BID ITEMS

5 & 6

AS-302

BID ITEMS

5 & 6

UP

4'-0" x 7'-0" C.O. W/

CHAMFERED EDGES,

TYP.

G

AS-301

AS-301

F.4

ACCENT PAINT, REF

FINISH SCHEDULE

(AS-601)

4' - 11 1/2" 4" 4' - 11 1/2"

1' - 4" 10" 10' - 3" 10" 2' - 4"

E .J

E .J

(1

T

R E

A D

S

PRECAST CONC STAIR,

REF. STRUCT.

PRECAST CONCRETE,

REF. STRUCT.

PRECAST CONCRETE,

REF. STRUCT.

AS-302

AS-302

BID ITEMS

5 & 6

BID ITEMS

5 & 6

UP DN

G

10 11

AS-301

F.4

9.9

AS-301

AS-302

ACCENT PAINT, REF

FINISH SCHEDULE

(AS-601)

E .J

O U

T T

O O

U T

O F

C U

R T

A

IN

W A

L L

E .J

PRECAST CONC STAIR,

REF. STRUCT.

GLAZED ALUM. CURTAIN

WALL, REF. SPECS.

PRECAST CONCRETE,

REF. STRUCT.

10" 4' - 11 1/2" 4" 4' - 11 1/2"

10" 10' - 3" 10"

BID ITEMS

5 & 6

AS-302

BID ITEMS

5 & 6

DNUP

G

AS-301

AS-301

F.4

T R

E A

D S

E A

ACCENT PAINT, REF

FINISH SCHEDULE

(AS-601)

PRECAST CONC STAIR,

REF. STRUCT.

PRECAST CONCRETE,

REF. STRUCT.

4' - 11 1/2" 4" 4' - 11 1/2"

1' - 4" 10" 10' - 3" 10" 2' - 4"

E .J

E .J

PRECAST CONCRETE,

REF. STRUCT.

DN

G

10 11

AS-301

F.4

9.9

AS-301

ACCENT PAINT, REF

FINISH SCHEDULE

(AS-601)

4' - 11 1/2" 4" 4' - 11 1/2"

10" 10' - 3" 10"

E .J

E .J

PRECAST CONCRETE,

REF. STRUCT.

GLAZED ALUM. CURTAIN

WALL, REF. SPECS.

PRECAST CONC STAIR,

REF. STRUCT.

DN

E

ELEC

3' - 6" 7 5/8" 8' - 0 3/4" 7 5/8"

/8

/4

/8

1' - 4" 3' - 4" 4' - 8"

9' - 4"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-401

ENLARGED PLANS

EXPAND PARKING GARAGE 589-401

1/4" = 1'-0"

LEVEL P1 - STAIR D

1/4" = 1'-0"

LEVEL P1 - STAIR C

1/4" = 1'-0"

LEVEL P2 & P3 - STAIR C

1/4" = 1'-0"

LEVEL P2 & P3 - STAIR D

1/4" = 1'-0"

LEVEL P4 - STAIR C

1/4" = 1'-0"

LEVEL P4 - STAIR D

1/4" = 1'-0"

ELECTRICAL ROOM

PRE-FINISHED METAL EDGE FLASHING

NAIL CLEAT 6" O.C. MAX.

APPLY WATER BLOCK, SEAL OR FULLY-

ADHERED MEMBRANE WITH MECHANICALLY

ATTACHED SYSTEMS

NAIL 3'-0" O.C. MAX

JOINT SEALANT AND BACKER

ROD - CONT. @ WINDOW

PERIMETER

MOD. BIT. ROOFING SYSTEM OVER

1/2" COVER BD. ON RIGID INSUL.

OVER VAPOR RETARDER

8" PRECAST CONCRETE

SLAB - REF. STRUCT.

GLAZED ALUM CURTAIN WALL HEAD,

OUTSIDE FACE FLUSH WITH OUTSIDE

FACE OF PRECAST - REF. SPECS

MOD BIT ROOFING FLASHING

MTL. FLASHING OVER MEMBRANE

TREATED 2x4 WD BLOCKING

P E

R M

A N

U F

R

E C

O M

JOINT SEALANT AND BACKER

ROD - CONT. @ WINDOW

PERIMETER

COUNTERSUNK EXPANSION BOLT TO

SECURE BOTTOM STUD

PRE-FINISHED METAL

EDGE FLASHING

NAIL CLEAT 6" O.C. MAX.

APPLY WATER BLOCK, SEAL OR

FULLY-ADHERED MEMBRANE

WITH MECHANICALLY

ATTACHED SYSTEMS

NAIL 3'-0" O.C. MAX

MOD BIT ROOFING OVER 1/2"

COVER BD. ON TAPERED INSUL.

OVER VAPOR RETARDER

8" PRECAST CONCRETE

SLAB - REF. STRUCT.

PRECAST CONCRETE

WALL - REF. STRUCT.

MOD BIT ROOFING FLASHING

TREATED 2x4 WD BLOCKING

COUNTERSUNK EXPANSION BOLT

TO SECURE BOTTOM STUD

MOD. BIT. ROOFING

SYSTEM OVER 1/2"

COVER BD. ON TAPERED

INSUL. OVER VAPOR

RETARDER

8" PRECAST CONCRETE -

REF. STRUCT.

PRE-FINISHED

METAL GUTTER -

REF. SPECS

PRECAST CONCRETE

WALL - REF. STRUCT.

MOD BIT ROOFING

FLASHING

NAIL 3'-0" O.C. MAX

COUNTERSUNK EXPANSION

BOLT

PRECAST COLUMN

BEYOND

JUMP PROTECTION TO

BE INSTALLED BY

OWNER. NOT PART OF

THIS PROJECT

EMBEDS PERFORMANCE

DESIGN BY PRECASTER - TO

BE PART OF THIS PROJECT

/2

DRIP EDGE, TYP.

PRECAST COLUMN

BEYOND

/2

MTL BIRD SPIKES

(LEVEL P3 - P4)

7"

JUMP PROTECTION TO

BE INSTALLED BY

OWNER. NOT PART OF

THIS PROJECT

EMBEDS PERFORMANCE

DESIGN BY PRECASTER - TO

BE PART OF THIS PROJECT

2 1/2"

MOD BIT ROOFING FLASHING

8" PRECAST CONCRETE SLAB

- REF. STRUCT.

CONTINUOUS BEARING PAD

THREADED INSERTS & BOLTS

PRECAST CONCRETE BEAM -

REF. STRUCT.

GLAZED ALUM CURTAIN

WALL - REF. SPECS.

NAIL 3'-0" O.C. MAX

MOD. BIT. ROOFING SYSTEM OVER

1/2" COVER BD. ON RIGID INSUL. OVER

VAPOR RETARDER - EXTEND

ROOFING DOWN EDGE OF BLOCKING,

TYP.

CONNECTIONS BY PRECASTER

PRE-FINISHED METAL EDGE FLASHING

NAIL CLEAT 6" O.C. MAX.

APPLY WATER BLOCK, SEAL OR FULLY

ADHERE MEMBRANE WITH MECHANICALLY

ATTACHED SYSTEMS

MTL. FLASHING OVER MEMBRANE

TREATED 2x4 WD BLOCKING

JOINT SEALANT AND BACKER ROD

GLAZED ALUM CURTAIN WALL HEAD -

REF. SPECS

P E

R M

A N

U F

R

E C

O M

MIN (2) THREADED INSERTS AND

BOLTS REQ'D AT EA. CONNECTION

FOR EASY REMOVAL OF ROOF FOR

ALTS 4 & 5. WELDED CONNECTION IS

ACCEPTABLE FOR BASE BID AND

OTHER BID DEDUCT ALTERNATES.

CONTINUOUS SEALANT BOTH SIDES

SLOPE = 1/4"/FT MIN.

PREFIN. MTL. GUTTER

- REF. SPECS.

KEEP OUTSIDE EDGE

OF ROOF @

CONTINUOUS HEIGHT

AS INDICATED W/

INSUL. DEPTH

AS-501

AS-501

AS-501

AS-501

E .J

E .J

+3.75" +3.75"

+1.0"

+1.0"

+3.75" +3.75"

KEEP OUTSIDE EDGE

OF ROOF @

CONTINUOUS HEIGHT

AS INDICATED W/

INSUL. DEPTH

PREFIN. MTL.

DOWNSPOUT - REF.

SPECS (DIRECTION OF

DISCHARGE INDICATED

BY ARROW)

MOD. BT. ROOFING SYSTEM

REF. SPECS.

SLOPE = 1/4"/FT MIN.

KEEP OUTSIDE EDGE OF

ROOF @ CONTINUOUS

HEIGHT AS INDICATED

W/ INSUL. DEPTH

AS-501

AS-501

AS-501

AS-501

PREFIN. MTL. GUTTER

- REF. SPECS.

PREFIN. MTL.

DOWNSPOUT - REF.

SPECS (DIRECTION OF

DISCHARGE INDICATED

BY ARROW)

KEEP OUTSIDE EDGE OF

ROOF @ CONTINUOUS

HEIGHT AS INDICATED

W/ INSUL. DEPTH

+3.75" +3.75"

+1.0"

+1.0"

+3.75" +3.75"

E .J

E .J

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-501

ROOF PLAN & DETAILS

EXPAND PARKING GARAGE 589-401

3" = 1'-0"

ROOF EDGE @ CURTAIN WALL

3" = 1'-0"

ROOF EDGE @ PRECAST

3" = 1'-0"

ROOF EDGE @ GUTTER

3" = 1'-0"

EMBEDS FOR CHAINLINK JUMP PROTECTION

3" = 1'-0"

ROOF EDGE @ CURTAIN WALL (DEDUCT ALTS 4 & 5) 1/4" = 1'-0"

ROOF PLAN - STAIR C

1/4" = 1'-0"

ROOF PLAN - STAIR D

1 1/2" DIA. STAINLESS STEEL PIPE RAILS &

POSTS, WELDED AS REQUIRED.

20' - 0" 5' - 0" 15' - 0"

AS-502

1 1/2" O.D. STL. TUBE HAND &

GUARDRAIL W/ INTERMEDIATE 3/4"

O.D. STL. TUBE BALLUSTERS @ 4"

O.C. TYP. (NO GUARDRAILS @ SIDE

OF STAIRS NEXT TO WALL - ONLY

HANDRAILS & BRACKETS) - PAINTED,

REF. SCHED. ON SHT. AS-601

2"

1' - 0"

" 3

TYP

4"

TYP

4"

6" DIA. SPHERE CANNOT PASS THROUGH

TRIANGULAR OPENING CREATED BY BOTTOM

RAIL, TREAD AND RISER, TYPICAL - PER IBC

AS-502

TYP

4"

TYP

4"

1 1/2" O.D. STL. TUBE HAND &

GUARDRAIL W/ INTERMEDIATE 3/4"

O.D. STL. TUBE BALLUSTERS @ 4"

O.C. TYP. (NO GUARDRAILS @ SIDE

OF STAIRS NEXT TO WALL - ONLY

HANDRAILS & BRACKETS) - PAINTED

2"

3"

1' - 0"

AS-502

TYP

4"

TYP

4"

2"

1' - 0"

AS-502

1 1/2" O.D. STL. TUBE

GUARDRAIL - PAINTED

3/4" O.D. STL. TUBE

BALLUSTERS

GLAZED ALUM

CURTAIN WALL

SYSTEM - REF. SPECS

10"

1 1/2"

1 1/2"

SECURE CURTAIN

WALL TO STAIR

LANDING AS REQ'D BY

CURTAIN WALL

MANUF.

CONC. STAIR LANDING -

REF. STRUCT.

1 1/2" DIA. STAINLESS STEEL

PIPE RAILS & POSTS,

WELDED AS REQUIRED.

REINF. CONC. SIDEWALK -

REF. STRUCT.

STAINLESS STEEL

PIPE SLEEVE

M

IN

/2

M

IN

/1

" 4"

/4

/4

HEAT TREATED

EXTRUDED ALUM.

ALLOY EMBED - REF.

SPECS

ABRASIVE NON-SLIP

SURFACE

PRECAST CONC.

STAIR - REF.

STRUCT.

TOP AND SIDES MUST

BE UNOBSTRUCTED.

UP TO 20% OF

BOTTOM MAY BE

OBSTRUCTED FOR

SUPPORTS.

DIA.

1 1/2"

CLEAR

2 1/4"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-502

STAIR & RAILING DETAILS

EXPAND PARKING GARAGE 589-401

1/4" = 1'-0"

GUARD RAIL ELEVATION

1" = 1'-0"

DTL - TOP STAIR LANDING

1" = 1'-0"

DTL - INTERMEDIATE STAIR LANDING

1" = 1'-0"

DTL - BOTTOM STAIR LANDING

1" = 1'-0"

DTL - GUARD RAIL

1 1/2" = 1'-0"

GUARD RAIL DETAIL

3" = 1'-0"

EMBEDDED STAIR NOSING

TYP. @ BOTH STAIR TOWERS

3" = 1'-0"

TYP. HANDRAIL DETAIL

A

R E

F S

C H

E D

REF. SCHED.

2" REF. SCHED. 2"

R E

F S

C H

E D

8" CMU - REF. STRUCT.

4" H.M. DOOR FRAME HEAD

DOOR PER SCHED.

C.L.

CMU

SEALANT @ EA. SIDE OF FRAME - REF.

SPECS

GALV STL LINTEL - REF.

STRUCT. - PTD WHERE

EXP TO VIEW

GROUT CELLS AS REQ'D

PER STRUCT.

8" CMU - REF. STRUCT. FOR SIZE

& REINF.

C.L.

CMU

CONT. SEALANT @ EA. SIDE OF FRAME -

REF. SPECS

DOOR PER SCHED.

2" H.M. DOOR FRAME

GROUT CELLS AS REQ'D

PER STRUCT.

GLAZED ALUM CURTAIN

WALL SYSTEM - REF SPECS

PRECAST CONC.

STEM WALL - REF.

STRUCT.

BLOCKING & OR

SUB-SILL AS

REQ'D BY MANF.

PREFINISHED BREAK

MTL. FLASHING - REF.

SPECS

SEALANT TYP. AT

INTERIOR &

EXTERIOR

APPLICATIONS -

REF. SPECS

VARIES

ALIGN CURTAIN WALL FACE

W/ FACE OF STEM WALL -

REF. STRUCT.

/2 "4

RETURN FLASHING

UP 1" ON BACK OF

FRAME

10"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-601

DOOR, FINISH SCHEDULE & COLOR SCHEDULE KEY

EXPAND PARKING GARAGE 589-401

DOOR SCHEDULE

DOOR

NO. SIZE HDWR SET

FIRE

RATING

DOOR FRAME DETAILS

REMARKSTYPE MAT'L GLASS TYPE MAT'L GLASS HEAD JAMB THRESHOLD

100 3'-9" x 7'-0" B ALUM. SAFETY STOREFRONT ALUMINUM FULL GLASS W/ EXIT ONLY HARDWARE

102 3'-0" x 7'-0" x 1 3/4" A H.M. 1 H.M. 1/AS-601 2/AS-601

1/4" = 1'-0"

DOOR TYPE ELEVATIONS

1/4" = 1'-0"

DOOR FRAME ELEVATIONS

1 1/2" = 1'-0"

(HEAD) HM DR IN CMU

1 1/2" = 1'-0"

(JAMB) HM DR IN CMU

1 1/2" = 1'-0"

(SILL) CURTAIN WALL

COLOR SCHEDULE KEY

CODE DESCRIPTION MANUFACTURER STYLE / COLOR FINISH

CS CONCRETE SEALER - SEMI-GLOSS BROOM FINISH CONCRETE FLOORS

SG-1 PAINT SHERWIN WILLIAMS SW6430 GREAT GREEN SEMI-GLOSS

SG-2 PAINT SHERWIN WILLIAMS SW6655 ADVENTURE ORANGE SEMI-GLOSS

SG-3 PAINT SHERWIN WILLIAMS SW6507 RESOLUTE BLUE SEMI-GLOSS

SG-4 PAINT SHERWIN WILLIAMS SW6094 SENSATIONAL SAND SEMI-GLOSS

SG-6 PAINT SHERWIN WILLIAMS ANSI #61 GRAY SEMI-GLOSS

FINISH SCHEDULE

LEVEL ROOM

ACCENT

PAINT COLOR

100 STAIR C SG-1

101 STAIR D SG-1

102 ELEC

200 STAIR C SG-2

201 STAIR D SG-2

300 STAIR C SG-3

301 STAIR D SG-3

400 STAIR C SG-4

401 STAIR D SG-4

1. PAINT ALL RAILINGS SG-6

2. REFER TO SHEET AS-401 FOR PAINT

LOCATIONS

3. ALL FLOORS CS (CONCRETE SEALED)

GENERAL NOTES:

INTERIOR EXTERIOR

LEVEL P3

753' - 4"

LEVEL P4

765' - 0"

T.O. LANDING INSIDE DOOR

727' - 0"

/4

/4

5 EQ. SPACED

20' - 2" (FIELD VERIFY)

TINTED GLAZING, TYP.

REF. SPECS

2 1/2" x 7 3/4"

MULLIONS, REF.

SPECS

(F

IE

L D

V E

R

IF

Y

/4

/2

LEVEL P2

741' - 8"

LEVEL P3

753' - 4"

T.O. LANDING INSIDE DOOR

727' - 0"

TINTED GLAZING, TYP.

REF. SPECS

2 1/2" x 7 3/4"

MULLIONS, REF.

SPECS

/4

/4

(F

IE

L D

V E

R

IF

Y

5 EQ. SPACED

20' - 2" (FIELD VERIFY)

/4

/2

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

AS-602

CURTAIN WALL ELEVATIONS

EXPAND PARKING GARAGE 589-401

1/4" = 1'-0"

STOREFRONT ELEVATION - STAIR D

GENERAL NOTES

1. U.N.O. ALL GLAZING TEMPERED SAFETY GLASS

2. ALL GLAZING IS 1/4" GLASS

1/4" = 1'-0"

STOREFRONT ELEVATION - STAIR D (BID ITEMS 5 & 6 -

DEDUCT)