P09 2021 06 30 Final CD Drawings 4 - 25 pages.pdf

A

VAPOR BARRIER

UNDER CONCRETE

SLAB - SEE

STRUCTUCTURAL

CONCRETE FOUNDATION -

SEE STRUCTURAL

COMPACTED FILL - SEE

STRUCTURAL

100'-0"

TOP OF CONCRETE

SLAB

124'-0"

TOP OF PRECAST

PANEL WALL

3/4" PLYWOOD ON TOPOF

2X NAILER PLATES

QUICKLOCK METAL

COPING

NAILER PLATES

2X6 FIRE TREATED ROOF

NAILERS

CONTINUOUS ROOF CANT

STRIP - TYPICAL

1/2" ROOF RECOVERY

BOARD

116'-6"

TOP STEEL BEAM

1/

2"

CONTINUOUS PRECAST

WALL BANDING REVEAL -

SEE BUILDING

ELEVATIONS

INSULATED PRECAST

WALL PANEL

6" BATT INSULATION -

R-19 MINIMUM

10 MIL.VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFELECTED CEILING

PLAN

2" CONTINUOUS RIGID

FOUNDATION - EXTEND

INSULATION HORIZONTALLY

3'-0" MIN.

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL - SEE

STRUCTURAL

10 MIL. VAPOR

BARRIER BETWEEN

METAL STUD AND

GYPUM BOARD

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

THERMOPLASTIC (TPO)

ROOF MEMBRANE-

EXTEND TO PARAPET

FLASHING

TERMINATION

FLASHING

TERMINATION BAR

M E

T A

L P

A N

E L

A S

S E

M B

LY

3'

METAL PANEL ON 3/4"

EXTERIOR SHEATHING AND

2-1/2" METAL STUD FRAMING

16" O.C.

CONTINUOUS PRECAST

WALL BANDING REVEAL -

SEE BUILDING ELEVATIONS

1/

2"

117'-0"

TOP PRECAST

BANDING

3/4"

3/4"

103'-0"

TOP PRECAST

BANDING

STEEL DECK-SEE STRUCTURAL

STEEL BAR JOIST-SEE STRUCTURAL

6" BATT INSULATION -

R-19 MINIMUM

10 MIL.VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

RIGID INSULATION

1 1/2" METAL STUD FRAMING 16" O.C.

10 MIL.VAPOR BARRIER BETWEEN

METAL STUD AND GYPUM BOARD

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

98'-8"

TOP OF CONCRETE

FOUNDATION

WALL

1'

3'

METAL PANEL ENGAGED

COLUMN BEYOND

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

5/8" GYPSUM BOARD - TYPE 'X' -

OVERLAPPING GYP. BOARD BELOW,

TYPICAL

A

2" CONTINUOUS RIGID

FOUNDATION - EXTEND

INSULATION

HORIZONTALLY 3'-0" MIN.

VAPOR BARRIER

UNDER CONCRETE

SLAB - SEE

STRUCTUCTURAL

FINISH GRADE - SEE CIVIL

CONCRETE FOUNDATION -

SEE STRUCTURAL

COMPACTED FILL - SEE

STRUCTURAL

3/4" PLYWOOD ON TOPOF

2X NAILER PLATES

QUICKLOCK METAL COPING

NAILER PLATES

STEEL DECK-SEE STRUCTURAL

STEEL BAR JOIST-SEE STRUCTURAL

3'

3'

3'

1/

2"

1/ 2"

1/

2"

1/ 2"

2X FIRE TREATED ROOF

NAILERS

CONTINUOUS ROOF CANT

STRIP - TYPICAL

1/2" ROOF RECOVERY

BOARD

ALUMINUM STOREFRONT

ASSEMBLY - SEE BUILDING

ELEVATIONS

CONTINUOUS PRECAST

WALL BANDING REVEAL

BEYONG - SEE BUILDING

ELEVATIONS

ROOF SLOPE - 1/2" PER 12"

116'-6"

TOP STEEL BEAM

6" BATT INSULATION -

R-19 MINIMUM

10 MIL.VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

RIGID INSULATION

THERMOPLASTIC (TPO)

ROOF MEMBRANE-

EXTEND TO PARAPET

FLASHING

TERMINATION

FLASHING

TERMINATION BAR

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL - SEE

STRUCTURAL 100'-6"

TOP OF PRECAST

ROUGH OPENING

SILL

3/4" SOLID SURFACE SILL

ON 3/4" PLYWOOD

6" METAL STUD FRAMING

5/8" GYPSUM BOARD

124'-0"

TOP OF PRECAST

PANEL WALL

100'-0"

TOP OF CONCRETE

SLAB

112'- 0 1/2"

TOP OF

PRECAST ROUGH

OPENING HEAD

CASED GYPSUM BOARD

OPENING BEYOND

METAL PANEL ON 3/4"

EXTERIOR SHEATHING AND

2-1/2" METAL STUD FRAMING

16" O.C.

M E

T A

L P

A N

E L

A S

S E

M B

LY

3'

4 1/2"

8'

/8

3/ 8"

2 1/4"ALUMNIUM TEE AND

BENT PLATE CONNECTOR

ASSEMBLY PER

MANUFACUTURER

RECOMMENDATIONS

PERFORATED METAL

PANEL

1 1/2" METAL STUD FRAMING 16" O.C.

10 MIL.VAPOR BARRIER BETWEEN

METAL STUD AND GYPUM BOARD

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

98'-8"

TOP OF CONCRETE

FOUNDATION

WALL

1'

6" 2'

3/ 8"

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

5/8" GYPSUM BOARD - TYPE 'X' -

OVERLAPPING GYP. BOARD BELOW,

TYPICAL

A

100'-0"

TOP OF CONCRETE

SLAB

120'-0"

TOP OF PRECAST

PANEL WALL

116'-6"

TOP OF STEEL BEAM

CONCRETE FOUNDATION -

SEE STRUCTURAL

COMPACTED FILL - SEE

STRUCTURAL

CONTINUOUS PRECAST

WALL BANDING REVEAL

BEYOND - SEE BUILDING

ELEVATIONS

PERFORATED METAL PANEL

STEEL DECK-SEE

STRUCTURAL

STEEL BAR JOIST-SEE

STRUCTURAL

2 1/4" ALUMNIUM TEE AND

BENT PLATE CONNECTOR

ASSEMBLY PER

MANUFACUTURER

RECOMMENDATIONS

2X FIRE TREATED ROOF

NAILERS

CONTINUOUS ROOF CANT

STRIP - TYPICAL

1/2" ROOF RECOVERY

BOARD

ROOF SLOPE - 1/2" PER 12"

ALUMINUM STOREFRONT

ASSEMBLY - SEE BUILDING

ELEVATIONS

6" BATT INSULATION -

R-19 MINIMUM

1 MIL. VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFELECTED CEILING

PLAN

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

RIGID INSULATION

THERMOPLASTIC (TPO)

ROOF MEMBRANE-

EXTEND TO PARAPET

FLASHING

TERMINATION

FLASHING

TERMINATION BAR

M

IN

1'

109'- 11 1/2"

TOP OF

PRECAST ROUGH

OPENING HEAD

100'-6"

TOP OF PRECAST

ROUGH OPENING

SILL

M E

T A

L F

R A

M E

A S

S E

M B

LY

3'

" METAL PANEL ON 3/4"

EXTERIOR SHEATHING AND

2-1/2" METAL STUD FRAMING

16" O.C.

4"

4 1/2"

3/ 8"

STEEL BEAM-SEE

STRUCTURAL

6'

3/ 8"

1/

2"

2'

1/

2"

2'

1/

2"

2'

1/

2"

2'

1/

2"

AE510

AE510

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

98'-8"

TOP OF CONCRETE

FOUNDATION

WALL

1'

6"

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

B

2" CONTINUOUS RIGID

FOUNDATION - EXTEND

INSULATION HORIZONTALLY

3'-0" MIN.

VAPOR BARRIER

UNDER CONCRETE

SLAB - SEE

STRUCTUCTURAL

CONCRETE FOUNDATION -

SEE STRUCTURAL

COMPACTED FILL - SEE

STRUCTURAL

CONTINUOUS PRECAST

WALL BANDING REVEAL -

SEE BUILDING

ELEVATIONS

STEEL DECK-SEE

STRUCTURAL

STEEL BAR JOIST-SEE

STRUCTURAL INSULATED PRECAST

WALL PANEL

120'-0"

TOP OF PRECAST

PANEL WALL

6" MIN.

POLYISOCYANURATE

RIGID ROOF

INSULATION - R-38

MINIMUM

1/2" ROOF RECOVERY

BOARD

115'-0 1/8"

TOP OF STEEL BEAM

ROOF SLOPE - 1/2"

PER 12"

6" BATT INSULATION -

R-19 MINIMUM

VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFELECTED CEILING

PLAN

CONCRETE SLAB ON

COMPACTED GRANULATED

FILL - SEE STRUCTURAL

100'-0"

TOP OF CONCRETE

SLAB

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

M E

T A

L P

A N

E

LL

A S

S E

M B

LY

3'

METAL PANEL ON 3/4"

EXTERIOR SHEATHING AND

2-1/2" METAL STUD FRAMING

16" O.C.

4 1/2"

4"

3/4"

103'-0"

TOP PRECAST

BANDING

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

98'-8"

TOP OF CONCRETE

FOUNDATION

WALL

1'

3'

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

100'-0"

TOP OF CONCRETE

SLAB

124'-0"

TOP OF PRECAST

PANEL WALL

VARIES

TOP STEEL BEAM

11 1/8" 4"

6" MIN.

POLYISOCYANURATE

RIGID ROOF

INSULATION - R-38

MINIMUM

THERMOPLASTIC

(TPO) ROOF

MEMBRANE-

1/2" ROOF

RECOVERY

BOARD

6" BATT INSULATION -

R-19 MINIMUM

5/8" GYPSUM BOARD

TYPE -X

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFELECTED CEILING

PLAN

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFELECTED CEILING

PLAN

2" RIGID INSULATION

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL -

SEE STRUCTURAL

VAPOR BARRIER

UNDER CONCRETE

SLAB - SEE

STRUCTUCTURAL

AE511

M E

T A

L P

A N

E L

A S

S E

M B

LY

3'

4 1/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

1221 N PENNSYLVANIA ST. INDIANAPOLIS, IN 46202

317.800.6388 WWW.GUIDONDESIGN.COM

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P

M

AE313

WALL SECTIONS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-503

Project Director

2021-06-30 JDF EAS20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 3/4" = 1'-0"AE313

4 WALL SECTION

SCALE: 3/4" = 1'-0"AE313

5 WALL SECTION

SCALE: 3/4" = 1'-0"AE313

1 WALL SECTION

SCALE: 3/4" = 1'-0"AE313

2 WALL SECTION

SCALE: 3/4" = 1'-0"AE313

3 WALL SECTION

2" CONTINUOUS RIGID

FOUNDATION - EXTEND

INSULATION

HORIZONTALLY 3'-0"

MIN.

VAPOR BARRIER

UNDER CONCRETE

SLAB - SEE

STRUCTUCTURAL

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL -

SEE STRUCTURAL

118'-0"

TOP OF PRECAST

PANEL WALL

VARIES

TOP OF STEEL BEAM

2X6 FIRE TREATED ROOF

NAILERS

CONTINUOUS ROOF CANT

STRIP - TYPICAL

6" MIN.

POLYISOCYANURATE

RIGID ROOF

INSULATION - R-38

MINIMUM

1/2" ROOF RECOVERY

BOARD

CONCRETE FOUNDATION -

SEE STRUCTURAL

COMPACTED FILL - SEE

STRUCTURAL

CONTINUOUS PRECAST

WALL BANDING REVEAL -

SEE BUILDING

ELEVATIONS

INSULATED PRECAST

WALL PANEL

STEEL DECK - SEE

STRUCTURAL

STEEL BEAM - SEE

STRUCTURAL

100'-0"

TOP OF CONCRETE

SLAB

THERMOPLASTIC (TPO)

ROOF MEMBRANE-

EXTEND TO PARAPET

FLASHING

TERMINATION

FLASHING

TERMINATION BAR

6" BATT INSULATION -

R-19 MINIMUM

VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFLECTED CEILING PLAN

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

3/4" PLYWOOD ON TOPOF

2X NAILER PLATES

QUICKLOCK METAL

COPING

NAILER PLATES

METAL PANEL ON 3/4"

EXTERIOR SHEATHING AND

2-1/2" METAL STUD

FRAMING 16" O.C.

1/

2"

6 1/4"

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

3'

98'-8"

TOP OF CONCRETE

FOUNDATION WALL

1'

1'

/2

4.1

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

118'-0"

TOP OF PRECAST

PANEL WALL

114'-2"

TOP OF STEEL TUBE

BEAM

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL -

SEE STRUCTURAL

TURNDOWN CONCRETE

SLABS AT DOOR - SEE

STRUTURAL

100'-0"

TOP OF CONCRETE

SLAB

CONCRETE SLAB SLOPE - 1/4" PER 12"

EXTERIOR

ALUMINUM DOOR - SEE

DOOR SCHEDULE /

EXTERIOR BUILDING

ELEVATIONS

ALUMINUM STOREFRONT

ASSEMBLY - SEE BUILDING

ELEVATIONS

CONTINUOUS PRECAST

WALL BANDING REVEAL

BEYOND - SEE BUILDING

ELEVATIONS

STEEL DECK - SEE

STRUCTURAL

CONTINUOUS ROOF CANT

STRIP - TYPICAL

6" MIN.

POLYISOCYANURATE

RIGID ROOF

INSULATION - R-38

MINIMUM

THERMOPLASTIC (TPO)

ROOF MEMBRANE-

EXTEND OVER

PARAPET WALL AND

TOP 3/4" SHEATHING

1/2" ROOF RECOVERY

BOARD

INSULATED PRECAST

WALL PANEL

STEEL BEAM - SEE

STRUCTURAL

CONCRETE FOUNDATION -

SEE STRUCTURAL

COMPACTED FILL - SEE

STRUCTURAL

RIGID INSULATION

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFLECTED CEILING

PLAN

6" BATT INSULATION -

R-19 MINIMUM

VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

THERMOPLASTIC (TPO) ROOF

MEMBRANE-EXTEND TO WALL

FLASHING TERMINATION BAR

FLASHING TERMINATION BAR

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

TREATED 2X4 NAILER

1 1/2" RIGID INSULATION

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

98'-8"

TOP OF CONCRETE

FOUNDATION WALL1'

AE513

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

VAPOR BARRIER

UNDER CONCRETE

SLAB - SEE

STRUCTURAL

2" CONTINUOUS RIGID

INSULATION - EXTEND

HORIZONTALLY 3'-0"

MIN.

118'-0"

TOP OF PRECAST

PANEL WALL

115'-3 1/2"

TOP OF STEEL BEAM

STEEL DECK - SEE

STRUCTURAL

STEEL BEAM - SEE

STRUCTURAL

STEEL BEAM - SEE

STRUCTURAL

INSULATED PRECAST

WALL PANEL

100'-0"

TOP OF CONCRETE

SLAB

6" BATT INSULATION -

R-19 MINIMUM

VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

2" RIGID INSULATION

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFLECTED CEILING

PLAN

6" METAL STUD

FRAMING 16" O.C

ROOF SLOPE - 1/2" PER 12"

AE511

115'-10"

TOP OF METAL PANEL

ENGAGED COLUMN

3.9

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

98'-8"

TOP OF CONCRETE

FOUNDATION WALL

1'

COLUMN 6" METAL

STUD FRAMINNG

BUILDING MOISTURE BARRIER ON

EXTERIOR SHEATHING

3/4" EXTERIOR SHEATHING -

ALL SIDES

METAL PANEL ON 3/4" EXTERIOR

SHEATHING - ALL SIDES

AE513

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

5/8" GYPSUM BOARD - TYPE

'X' - OVERLAPPING GYP.

BOARD BELOW, TYPICAL

118'-0"

TOP OF PRECAST

PANEL WALL

115'- 3 1/2"

TOP OF STEEL BEAM

STEEL DECK - SEE

STRUCTURAL

CONTINUOUS ROOF CANT

STRIP - TYPICAL

STEEL BEAM - SEE

STRUCTURAL

STEEL BEAM - SEE

STRUCTURAL

6" MIN.

POLYISOCYANURATE

RIGID ROOF

INSULATION - R-38

MINIMUM

1/2" ROOF RECOVERY

BOARD

10 MIL. VAPOR

BARRIER UNDER

CONCRETE SLAB -

SEE STRUCTUCTURAL

FINISH GRADE - SEE CIVIL

CONCRETE FOUNDATION -

SEE STRUCTURAL

COMPACTED FILL - SEE

STRUCTURAL

100'-0"

TOP OF CONCRETE

SLAB

100'-6"

TOP OF PRECAST

ROUGH OPENING SILL

2" CONTINUOUS RIGID

FOUNDATION - EXTEND

INSULATION

HORIZONTALLY 3'-0" MIN.

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL -

SEE STRUCTURAL

ALUMINUM STOREFRONT

ASSEMBLY - SEE BUILDING

ELEVATIONS

CONTINUOUS PRECAST

WALL BANDING REVEAL

BEYOND - SEE BUILDING

ELEVATIONS

INSULATED PRECAST

WALL PANEL

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFELECTED CEILING

PLAN

THERMOPLASTIC (TPO)

ROOF MEMBRANE-

EXTEND TO PARAPET

FLASHING

TERMINATION

RIGID INSULATION

6" BATT INSULATION -

R-19 MINIMUM

10 MIL. VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

ROOF SLOPE - 1/2" PER 12"

3/4" PLYWOOD ON TOPOF

2X NAILER PLATES

QUICKLOCK METAL

COPING

NAILER PLATES

METAL PANEL ON 3/4"

EXTERIOR SHEATHING AND

2-1/2" METAL STUD

FRAMING 16" O.C.

6" 2'

3'

3'

3'

3/ 8"

112'- 0 3/8"

TOP OF

PRECAST ROUGH

OPENING HEAD

/2

1/

2"

1/ 2"

1/

2"

3.9

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

98'-8"

TOP OF CONCRETE

FOUNDATION WALL

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

5/8" GYPSUM BOARD - TYPE 'X' -

OVERLAPPING GYP. BOARD

BELOW, TYPICAL

1 1/2" METAL STUD FRAMING

16" O.C.

3.9

STEEL BEAM - SEE

STRUCTURAL

6" BATT INSULATION -

R-19 MINIMUM

VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFLECTED CEILING

PLAN

6" METAL STUD

FRAMING 16" O.C

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

STEEL DECK - SEE

STRUCTURAL

STEEL BEAM - SEE

STRUCTURAL

118'-0"

TOP OF PRECAST

PANEL WALL

115'- 3 1/2"

TOP OF STEEL BEAM

100'-0"

TOP OF CONCRETE

SLAB

INSULATED PRECAST

WALL PANEL

CONCRETE FOUNDATION -

SEE STRUCTURAL

COMPACTED FILL - SEE

STRUCTURAL

METAL PANEL CLAD

ENGAGED COLUMN -

BEYOND

98'-8"

TOP OF CONCRETE

FOUNDATION WALL

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL -

SEE STRUCTURAL

VAPOR BARRIER

UNDER CONCRETE

SLAB - SEE

STRUCTURAL

2" CONTINUOUS RIGID

INSULATION - EXTEND

HORIZONTALLY 3'-0"

MIN.

5/8" GYPSUM BOARD - TYPE 'X' -

OVERLAPPING GYP. BOARD

BELOW, TYPICAL

RIGID INSULATION

1 1/2" METAL STUD FRAMING

16" O.C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

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P

M

AE314

WALL SECTIONS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-503

Project Director

2021-06-30 JDF EAS20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 3/4" = 1'-0"AE314

1 WALL SECTION

SCALE: 3/4" = 1'-0"AE314

2 WALL SECTION

SCALE: 3/4" = 1'-0"AE314

3 WALL SECTION

SCALE: 3/4" = 1'-0"AE314

5 WALL SECTION

SCALE: 3/4" = 1'-0"AE314

4 WALL SECTION

100'-0"

TOP OF CONCRETE

SLAB

124'-0"

TOP OF PRECAST

PANEL WALL

3/4" PLYWOOD ON TOPOF

2X NAILER PLATES

QUICKLOCK METAL

COPING

NAILER PLATES

2X6 FIRE TREATED ROOF

NAILERS

CONTINUOUS ROOF CANT

STRIP - TYPICAL

1/2" ROOF RECOVERY

BOARD

116'-6"

TOP STEEL BEAM

6" BATT INSULATION -

R-19 MINIMUM

10 MIL.VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFELECTED CEILING

PLAN

2" CONTINUOUS RIGID

FOUNDATION - EXTEND

INSULATION HORIZONTALLY

3'-0" MIN.

10 MIL. VAPOR

BARRIER BETWEEN

METAL STUD AND

GYPUM BOARD

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

THERMOPLASTIC (TPO)

ROOF MEMBRANE-

EXTEND TO PARAPET

FLASHING

TERMINATION

FLASHING

TERMINATION BAR

M E

T A

L P

A N

E L

A S

S E

M B

LY

3'

METAL PANEL ON 3/4"

EXTERIOR SHEATHING AND

2-1/2" METAL STUD FRAMING

16" O.C.

CONTINUOUS PRECAST

WALL BANDING REVEAL -

SEE BUILDING ELEVATIONS

117'-0"

TOP PRECAST

BANDING

103'-0"

TOP PRECAST

BANDING

STEEL DECK-SEE STRUCTURAL

STEEL BAR JOIST-SEE STRUCTURAL

6" BATT INSULATION -

R-19 MINIMUM

10 MIL.VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD

5/8" GYPSUM BOARD - TYPE 'X' -

OVERLAPPING GYP. BOARD BELOW,

TYPICAL

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

RIGID INSULATION

1 1/2" METAL STUD FRAMING 16" O.C.

10 MIL.VAPOR BARRIER BETWEEN

METAL STUD AND GYPUM BOARD

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

115'-10"

TOP OF METAL PANEL

ENGAGED COLUMN

98'-8"

TOP OF CONCRETE

FOUNDATION WALL

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL -

SEE STRUCTURAL

10 MIL VAPOR BARRIER

UNDER CONCRETE

SLAB - SEE

STRUCTUCTURAL

A

124'-0"

TOP OF PRECAST

PANEL WALL

3/4" PLYWOOD ON TOPOF

2X NAILER PLATES

QUICKLOCK METAL

COPING

NAILER PLATES

5/8" GYPSUM BOARD

TYPE -X

100'-0"

TOP OF CONCRETE

SLAB

COMPOSITE GYPSUM

BOARD CEILING - SEE

REFLECTED CEILING PLAN

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFELECTED CEILING

PLAN

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL -

SEE STRUCTURAL

2" CONTINUOUS RIGID

FOUNDATION - EXTEND

INSULATION

HORIZONTALLY 3'-0" MIN.

10 MIL VAPOR BARRIER

UNDER CONCRETE

SLAB - SEE

STRUCTUCTURAL

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL -

SEE STRUCTURAL

CONCRETE

FOUNDATION -

SEE STRUCTURAL

METAL PANEL ON 3/4"

EXTERIOR SHEATHING AND

2-1/2" METAL STUD

FRAMING 16" O.C.

M E

T A

L P

A N

E L

A S

S E

M B

LY

3'

6" BATT INSULATION -

R-19 MINIMUM

6" METAL STUD

FRAMING 16" O.C

GENERAL NOTE:

5/8" GYPSUM BOARD

AS PART OF EXTERIOR WALL

ASSEMBLIES SHALL BE MOISTURE/

MOLD RESISTANT

98'-8"

TOP OF CONCRETE

FOUNDATION WALL

1'

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

AE511

117'-0"

TOP OF STEEL BEAM

115'-0"

TOP OF STEEL BEAM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

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P

M

AE315

WALL SECTIONS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-503

Project Director

2021-06-30 JDF EAS20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 3/4" = 1'-0"AE315

2 WALL SECTION - ENGAGED COLUMN

SCALE: 3/4" = 1'-0"AE315

1 WALL SECTION - VESTIBULE

AE321

AE322

4.1

F

AE321

S6A.Gi

AE322

AE322

TOP OF STEEL.

125' - 1"

2"

1' - 4 1/8"

E.5

COMPACTED SUB-

GRADE - SEE

STRUCTURAL4

F

AE321

AE321

UP

14' - 3 7/8"

S6A.Gi

S6A.Gi

4.1

E.5

2'

ALTERNATING STEP SHIPS LADDER -

COORDINATE LOCATION OF LADDER

WITH ROOF HATCH ABOVE

6' - 8 3/8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

/3

/2

:2

:1

P

M

AE321

STAIR PLAN AND SECTIONS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-503

Project Director

2021-06-30 JDF JDJ20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 3/4" = 1'-0"AE321

1 STAIR SECTION - NORTH TO SOUTH

SCALE: 3/4" = 1'-0"AE321

2 STAIR SECTION - EAST TO WEST

N

SCALE: 1/2" = 1'-0"AE321

3 BASE STAIR PLAN

F

5/8" GYPSUM BOARD

TYPE -X

100'-0"

TOP OF CONCRETE

SLAB

CONCRETE SLAB ON

COMPACTED

GRANULATED FILL -

SEE STRUCTURAL

2" CONTINUOUS RIGID

FOUNDATION - EXTEND

INSULATION

HORIZONTALLY 2'-0" MIN.

VAPOR BARRIER

UNDER CONCRETE

SLAB - SEE

STRUCTUCTURAL

CONCRETE

FOUNDATION -

SEE STRUCTURAL

6" BATT INSULATION -

R-19 MINIMUM

6" METAL STUD

FRAMING 16" O.C

113'-0"

TOP OF PRECAST

PANEL WALL

METAL PANEL ON 3 1/2"

STEEL TUBE AND 3" Z GIRT

FRAMING

VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

2" RIGID

INSULATION

STEEL BEAM-SEE

STRUCTURAL 113'-3 1/2"

TOP OF

STEEL BEAM

1-1/2" COLD FORM Z-TRACK

MOUNTING CLIP

@ 24" O.C.

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

AE512

SIM

AE321

AE322

STEEL BEAM - SEE

STRUCTURAL

5/8" GYPSUM BOARD TYPE -

X - BOTH SIDES

6" BATT INSULATION -

R-19 MINIMUM

6" METAL STUD FRAMING

16" O.C

CONCRETE SLAB ON

COMPACTED GRANULATED

FILL - SEE STRUCTURAL

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFELECTED CEILING

PLAN

STEEL DECK-SEE

STRUCTURAL

STEEL BEAM-SEE

STRUCTURAL

100'-0"

TOP OF CONCRETE

SLAB

E.5

/4

/4

6" SOUND ATTENUATION

INSUALTION

6" METAL STUD

FRAMING 16" O.C

STEEL BEAM - SEE STRUCTURAL

5/8" GYPSUM BOARD

TYPE -X - BOTH SIDES

2" RIGID INSULATION

METAL DECK - SEE STRUCTURAL

ROOFING MEMBRANE ON COVER

BOARD ON TAPERED RIGID INSULATION

CANT STRIP

ROOF MEMBRANE TURNED UP ACCESS

HATCH WALL

ACCESS HATCH ATTACHED TO STEEL

ANGLE FRAMED OPENING

BLOCKING

ALTERNATING STAIR

SHIPS LADDER

6" METAL STUD FRAMING

16" O.C

SEE STRUCTURAL

TOP OF STEEL BEAM

STEEL DECK-SEE

STRUCTURAL

STEEL BEAM JOIST - SEE

STRUCTURAL

48" x 48" ROOF ACCESS

HATCH

5/8" GYPSUM BOARD - BOTH

SIDES

6" MIN. POLYISOCYANURATE

RIGID ROOF INSULATION - R-38

MINIMUM

1/2" ROOF

RECOVERY BOARD

THERMOPLASTIC (TPO)

ROOF MEMBRANE-EXTEND

OVER TO VERTICAL FACE

OF EXTERIOR SHEATHING -

6" MINIMUM

1 5/8" METAL STUD FRAMING

STEEL CONTINUOUS COLUMN

WRAP

E.5

ALTERNATING STAIR SHIPS

LADDER ATTACHED TO STEEL

ANGLE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

/3

/2

:2

:1

P

M

AE322

STAIR SECTIONS AND DETAILS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-503

Project Director

2021-06-30 JDF JDJ20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 3/4" = 1'-0"AE322

1 WALL SECTION

SCALE: 3/4" = 1'-0"AE322

2 WALL SECTION

SCALE: 3/4" = 1'-0"AE322

4 TYPICAL ROOF HATCH DETAIL

SCALE: 1 1/2" = 1'-0"AE322

3 WALL SECTION DETAIL

1' - 2 1/4"

2'

/4

WALL METAL PANEL SYSTEM ON

3/4" OSB EXTERIOR SHEATHING

6" METAL STUD

1'

3/ 4"

1'

2'

1' - 4"3.9

11"

SPANDREL GLASS - REFER TO WINDOW SCHEDULE

S3A.G

WALL PANEL - DESIGN INTENT BASED ON 3FORM PANEL

AE501C-CHANNEL

6 3/4" 2' - 11 1/2"

S6A.Gi

1/

2"

C

F3D.GS6A.Gi

F6D.G S6A.Gi1'

SPANDREL GLASS - REFER TO WINDOW SCHEDULE

VAPOR BARRIER - TO BE

CONTINUOUS TO

EXTERIOR WALL

GRAB BAR - PROVIDE

NECESSARY BLOCKING

VAPOR BARRIER - TO BE

CONTINUOUS TO

EXTERIOR WALL

GRAB BAR - PROVIDE

NECESSARY BLOCKING

TYPICAL PRECAST WALLSPANDREL GLASS - REFER TO SHEET AE602 FOR MORE INFORMATION

B

S6A.SPi

S6A.Gi

A

ALIGN REVEAL AT CORNER

WHERE PRECAST PANELS

MEET

AE601

F6A.G

1/ 4"

C-CHANNEL TO RECIEVE RESIN

PANEL - REFER TO MANUFACTURERS

RECCOMENDATION

SPECIALTY WOOD SLAT CEILING

HUNG FROM STRUCTURE ABOVE,

REFER TO FINISH SCHEDULE

C-CHANNEL TO RECIEVE RESIN

PANEL - REFER TO MANUFACTURERS

RECCOMENDATION

3-5/8" METAL STUD WALL WITH 5/8"

GYP. BOARD ON BOTH SIDES

6"

SPACING PER MANUFACTURER'S RECOMMENDATION

9'

/4

A. REFER TO DETAIL 8/AE002 FOR TYPICAL EXTERIOR WALL TYPE.

B. REFER TO SHEET AI201 FOR TOILET ACCESORY SCHEDULE.

BUILDING DETAIL GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

/3

/2

:2

:2

P

M

AE501

BUILDING DETAILS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-503

Project Director

2021-06-30 JDF JDJ20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 1" = 1'-0"AE501

2 TYPICAL ENGAGED COLUMN DETAIL

SCALE: 1" = 1'-0"AE501

3 BUILDING DETAIL

SCALE: 1" = 1'-0"AE501

5 TYPICAL EXAM WINDOW DETAIL

SCALE: 1" = 1'-0"AE501

9 BUILDING DETAIL

SCALE: 1" = 1'-0"AE501

8 BUILDING DETAIL

SCALE: 1" = 1'-0"AE501

7 EXAM BATHROOM BUILDING DETAIL

SCALE: 1" = 1'-0"AE501

6 BUILDING DETAIL

SCALE: 1" = 1'-0"AE501

4 BUILDING DETAIL

SCALE: 1" = 1'-0"AE501

10 WALL PARTITION PANEL AT FLOOR

STEEL DECK-SEE

STRUCTURAL

6" MIN.

POLYISOCYANURATE

RIGID ROOF

INSULATION - R-38

MINIMUM

60 MIL. FULLY ADHERED

THERMOPLASTIC (TPO)

ROOF MEMBRANE SYSTEM

-EXTEND TO PARAPET

FLASHING TERMINATION

2X6 FIRE TREATED ROOF

NAILERS

STEEL BEAM STRUCTURAL

METAL PANEL TURN

CLOSURE

1/2" EXTERIOR GRADE

ROOF GYPSUM

RECOVERY BOARD

FLASHING

TERMINATION BAR

M

IN

IM

U

M

1'

120'-0"

TOP OF PRECAST PANEL

WALL

3/4" TREATED EXTERIOR GRADE

PLYWOOD SHEATHING OVER

EXTERIOR 2X BLOCKING

PRE-FINISHED METAL COPING -

WITH QUICK LOCK SYSTEM

TREATED EXTERIOR

GRADE WOOD BLOCKING

METAL PANEL - VERTICAL PANEL

PANEL SYSTEM -FINISH COLOR

MP1

- 3/4" FIRE RETARDANT TREATED

EXTERIOR GRADE PLYWOOD

- 2-1/2" METAL STUD FRAMING 16"

O.C. RIGIGIDLY FASTENED TO

PRECAST PANEL

INSULATED PRECAST WALL

PANEL

6" BATT INSULATION - R-19

MINIMUM

1 1/2" METAL STUD

FRAMING 16" O.C

10 MIL. VAPOR BARRIER

BETWEEN METAL STUD AND

GYPSUM BOARD

3'

4 1/2"

8"6"

6" METAL STUD

FRAMING 16" O.C

CONTINOUS SEALANT

MINERAL WOOL

INSULATION

ALUMINUM STOREFRONT

ASSEMBLY - SEE BUILDING

ELEVATIONS

SUPENDED ACOUTICAL

TILE CEILING - SEE

REFELECTED CEILING

PLAN

6" BATT INSULATION -

R-19 MINIMUM

10 MIL. VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

109'- 11 1/2"

TOP OF PRECAST

ROUGH OPENING

HEAD

PERFORATED METAL PANEL - BASED

ON HENDRIRCK H-CLAD PANEL -

AUSTIN PATTERN - SEE BUILING

ELEVATIONS

ALUMNIUM TEE AND BENT PLATE

CONNECTOR ASSEMBLY PER

MANUFACUTURER

RECOMMENDATIOND

TOP TRANSOM PANEL TO BE A NON -

TRANSPARENT - NON TRANSLUCENT -

BOTTOM THREE PANELS ARE

COMPRISED OF TRANSLUCENT

GLAZING - SEE WINDOW STORE

FRONT ELEVATIONS AND WINDOW

SCHEDULE

SEALANT BOTH SIDES -

TYPICAL

FOIL FACED MINERAL WOOL

INSULATION SET IN FRAME AND

TAPE SEALED TO FRAME

3 5/8" LIGHT GAUGE METAL FRAMING

ATTACHED TO PRECAST PANEL ROUGH

OPENING

2" CONTINUOUS RIGID

FOUNDATION - EXTEND

INSULATION HORIZONTALLY

3'-0" MIN.

FOUNDATION

COMPACTED

GRANULATED FILL - SEE

STRUCTURAL

CONCRETE SLAB ON

COMPACTED GRANULATED

FILL - SEE STRUCTURAL

VAPOR BARRIER UNDER

CONCRETE SLAB - SEE

STRUCTUCTURAL

FINISH GRADE - SEE

CIVIL

CONCRETE

FOUNDATION -

SEE STRUCTURAL

COMPACTED FILL -

SEE STRUCTURAL

100'-0"

TOP OF

CONCRETE SLAB

3"

1/ 2"

8"

CAULKING SEALANT

5/8" GYPSUM BOARD

3/4" PLYWOOD SHEATHING

ON 1/2" PLYWOOD

SHEATHING

6" 1'

1 1/8"

3/4"

6" BATT INSULATION -

R-19 MINIMUM

6" METAL STUD FRAMING

16" O.C

10 MIL. VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD

ALUMNINUM

STOREFRONT SYSTEM

SILL

PRECAST WALL

PRECAST WALL

BEYOND

GYPSUM BOARD CASED

OPENING BEYOND

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

6" BATT INSULATION -

R-19 MINIMUM

VAPOR BARRIER

BETWEEN METAL STUD

AND GYPUM BOARD

CONTINUOUS FLASHING METAL

TERMINATION BAR

1 1/8"

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

M

IN

/8

6" MIN. POLYISOCYANURATE RIGID

ROOF INSULATION - R-38 MINIMUM

THERMOPLASTIC (TPO) ROOF MEMBRANE-

EXTEND TO PARAPET TO OVER THE

EXTERIROR SHEATHING A TOP THE

COLUMN CAPITAL

1/2" ROOF RECOVERY BOARD

STEEL METAL DECK - SEE

STRUCTURAL

C-8 METAL JOIST - SEE

STRUCTURAL

CL

5' - 7 1/2"

CONTINUOUS SEALANT

TUBE STEEL BEAM SEE

STRUCTURAL

TENSION ROD STEEL CONNECTOR

THROUGH STEEL PLATE TO TUBE STEEL

BEAM - SEE STRUCTURAL

TENSION ROD STEEL CONNECTOR

THROUGH STEEL PLATE TO PRECAST

PANEL - SEE STRUCTURAL

1'

1' - 0"

8 1/2"

LINEAR METAL 12" TILE

SUSPENDED CEILING - SEE

REFELECTED CEILING PLAN

BEARING STEEL ANGLE - SEE

STRUCTURAL

INSULATED PRECAST WALL

PANEL

MID STAIR PLAN

108' - 6"

F

STEEL DECK-SEE

STRUCTURAL

METAL GUTTER AND

COUNTER FLASHING

FIBER CEMENT BOARD ON

2X10 NAILER - ALL SIDES

PRECAST WALL PANEL

BEYOND

2X6 KNEE WAL FRAMING

WITH SLOPED TOP PLATE

STEEL BEAM - SEE

STRUCTURAL

6" MIN.

POLYISOCYANURATE

RIGID ROOF

INSULATION - R-38

MINIMUM

1/2" ROOF RECOVERY

BOARD

THERMOPLASTIC (TPO)

ROOF MEMBRANE-EXTEND

TO PARAPET FLASHING

TERMINATION BEYOND

FLASHING

TERMINATION BAR

BEYOND

RIGID INSULATION

6" BATT INSULATION - R-19

MINIMUM

1 1/2" METAL STUD FRAMING

16" O.C

10 MIL. VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD - VERTICAL AND

BOTTOM APPLICATION

6" METAL STUD

FRAMING 16" O.C

5/8" GYPSUM BOARD

TYPE -X

STAIR MID LANDING

110' - 6"

F

3"

1/ 2"

2"

INSULATED WALL

PRECAST PANEL

EXTERIOR GRADE

DOOR - SEE DOOR

SCHEDULE

CONTINUOUS JOINT

SEALANT

107'- 2 1/2"

TOP OF

PRECAST

ROUGH

OPENING HEAD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

/3

/2

:2

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P

M

AE510

WALL SECTION DETAILS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-503

Project Director

2021-06-30 JDF EAS20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 1 1/2" = 1'-0"AE510

1 WALL SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AE510

6 WALL SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AE510

5 WALL SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AE510

3 WALL SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AE510

4 WALL SECTION DETAIL

SCALE: 1" = 1'-0"AE510

7 WALL SECTION DETAIL

1 3/4" PLYWOOD ON TOPOF

2X NAILER PLATES

METAL COPING - DESIGN INTENT

BASED ON PERMA-TITE

QUICKLOCK COPING

STEEL TUBE COLUMN CURB

FLASHING - COUNTER FLASH AT

BASE PER MANUFACTYRER

RECOMMENDATIONS

STEEL TUBE COLUMN -

SEE STRUCTURAL

6" MIN.

POLYISOCYANURATE RIGID

ROOF INSULATION - R-38

MINIMUM

THERMOPLASTIC (TPO)

ROOF MEMBRANE-

1/2" ROOF RECOVERY

BOARD

PRECAST PANEL-NOT

ISOLATED

NAILER PLATES

6" BATT INSULATION -

R-19 MINIMUM

5/8" GYPSUM BOARD

TYPE -X - BOTH SIDES

SEALANT MASTIC A TO OF

FLASHING CUP - ALL SIDES

2X FIRE RETARDANT ROOF

NAILERS

STEEL DECK - SEE

STRUCTURAL

STEEL BEAM - SEE

STRUCTURAL

VAPOR BARRIER BETWEEN

METAL STUD AND GYPUM

BOARD

6" METAL STUD

FRAMING 16" O.C

2" RIGID INSULATION

STEEL PLATE CONNECTION

STEEL BEAM TO

COLUMN - SEE

STRUCTURAL

VARIES

TOP OF STEEL BEAM

124'-0"

TOP OF PRECAST

PANEL

METAL PANEL ON 3/4"

EXTERIOR SHEATHING

AND 2-1/2" METAL STUD

FRAMING 16" O.C.

6" MIN.POLYISOCYANURATE

RIGID ROOF INSULATION - R-38

MINIMUM

THERMOPLASTIC (TPO)

ROOF MEMBRANE-

1/2" ROOF RECOVERY

BOARD

2X FIRE RETARDANT ROOF

NAILERS

M E

T A

L P

A N

E L

A S

S E

M B

LY

3'

STEEL TUBE BRACING TO

SUPPORT PRECAST PANEL - SEE

STRUCTURAL

STEEL TUBE BRACING TO

SUPPORT PRECAST PANEL - SEE

STRUCTURAL

11 1/8" 4"

6"

STEEL WELD PLATE - SEE

STRUCTURAL

STEEL WELD PLATE - SEE

STRUCTURAL

STEEL BEAM - SEE STRUCTURAL

SUPENDED ACOUTICAL TILE

CEILING - SEE REFLECTED

CEILING PLAN

INSULATED PRECAST

WALL PANEL

6" BATT INSULATION -

R-19 MINIMUM

6" METAL STUD

FRAMING 16" O.C

118'-0"

TOP OF PRECAST

PANEL WALL

115'-3 1/2"

TOP OF STEEL BEAM

115'-10"

TOP OF METAL PANEL

ENGAGED COLUMN

5 7/8" 7 7/8"

2'

/8

1'

/8

1' - 4"

2' - 5 3/8"

FLASHING

TERMINATION BAR

METAL FLASHING PER

METAL PANEL

RECOMMENDATIONS

6"

6"

CONTINUOUS ROOF CANT

STRIP - TYPICAL

1/2" ROOF RECOVERY BOARD

THERMOPLASTIC (TPO) ROOF

MEMBRANE-EXTEND TO PARAPET

FLASHING TERMINATION

FLASHING

TERMINATION BAR

METAL PANEL ON 1/2" EXTERIOR

SHEATHING AND

3-5/8" METAL STUD FRAMING 16"

O.C.

M

IN

MASTIC SEALANT

8"

3/4" PLYWOOD ON TOPOF

2X NAILER PLATES

METAL COPING - DESIGN

INTENT BASED ON PERMA-TITE

QUICKLOCK COPING

NAILER PLATES

METAL PANEL ON 1/2" EXTERIOR

SHEATHING AND

6" METAL STUD FRAMING 16" O.C.

METAL PANEL ON 1/2" EXTERIOR

SHEATHING AND 3-5/8" METAL STUD

FRAMING 16" O.C. WHERE BRACING

AND ANGLE FRAMING TAKES PLACE

WOOD BLOCKING

STEEL DECK-SEE

STRUCTURAL

RIGID INSULATION

6" MIN. POLYISOCYANURATE

RIGID ROOF INSULATION - R-38

MINIMUM - TAPERED WHERE TO

ACHIEVE ROOF DRAINAGE - SEE

ROOF PLAN

FIRE RETARDANT 2X WOOD STUD

KNEE WALL WITH OUTWARD FACE

EXTERIROR SHEATHING

VAPOR BARRIER BETWEEN

METAL STUD AND GYPUM

BOARD

METAL PANEL ON 3/4" EXTERIOR

SHEATHING AND 2-1/2" METAL

STUD FRAMING 16" O.C.

/2

3.9

1 1/2" METAL STUD FRAMING

16" O.C.

10 MIL.VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD - VERTICAL

AND BOTTOM

115'-10"

TOP OF METAL PANEL

ENGAGED COLUMN

5/8" GYPSUM BOARD - TYPE 'X' -

OVERLAPPING GYP. BOARD BELOW,

TYPICAL

A

M

IN

1'

THERMOPLASTIC (TPO)

ROOF MEMBRANE-

EXTEND TO PARAPET

FLASHING TERMINATION

FLASHING

TERMINATION BAR

6" MIN.

POLYISOCYANURATE RIGID

ROOF INSULATION - R-38

MINIMUM

M

IN

1'

1/2" ROOF RECOVERY

BOARD

THERMOPLASTIC (TPO)

ROOF MEMBRANE-EXTEND

TO PARAPET FLASHING

TERMINATION

FLASHING

TERMINATION BAR

STEEL DECK - SEE STRUCTURAL

STEEL BAR JOIST - SEE

STRUCTURAL

STEEL BEAM - SEE STRUCTURAL

6" MIN.

POLYISOCYANURATE RIGID

ROOF INSULATION - R-38

MINIMUM

10 MIL. VAPOR BARRIER BETWEEN

METAL STUD AND GYPUM BOARD

6" BATT INSULATION -

R-19 MINIMUM

6" METAL STUD

FRAMING 16" O.C

117'-0"

TOP OF STEEL BEAM

5/8" GYPSUM BOARD TYPE -X

INSULATED PRECAST

WALL PANEL

METAL DECK - SEE

STRUCTURAL

1/2" ROOF RECOVERY

BOARD

FIRE RETARDANT 2X

BLOCKING

RIGID INSULATION

1 1/2" METAL STUD FRAMING

16" O.C

10 MIL. VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD - ALL SIDES

115'-0"

TOP OF STEEL BEAM

CONTINOUS SEALANT

CONTINUOUS ROOF

CANT

INSULATED PANEL OPENING FOR STEEL

FRAMING THROUGH CONNECTION -

COORDINATE WITH STRUCTURAL FRAMING

AND

PRECAST ELEVATION FOR LOCATION OF ALL

STRUCTURAL THROUGH FRAMING

STEEL BEAM - SEE

STRUCTURAL

5/8" GYPSUM BOARD - TYPE 'X' -

OVERLAPPING GYP. BOARD

BELOW, TYPICAL

1 1/2" METAL STUD FRAMING

16" O.C

STEEL DECK - SEE

STRUCTURAL

5/8" GYPSUM BOARD

TYPE -X

METAL EDGE FASCIA - DESIGN

INTENT BASED ON PERMA-TITE

QUICKLOCK COPING

2X NAILER PLATES

METAL PANEL TYPE 1 ON 1-1/2"-

THERMALFAST Z-TRACK

MOUNTING

1-1/2"- THERMALFAST Z-TRACK

MOUNTING CLIP

@ 24" O.C.

1-1/2"- THERMALFAST J-TRACK

TOP MOUNTING CLIP

6" MIN. POLYISOCYANURATE

RIGID ROOF INSULATION -

R-38 MINIMUM

1/2" ROOF RECOVERY BOARD

THERMOPLASTIC (TPO) ROOF

MEMBRANE-EXTEND TO PARAPET

FLASHING TERMINATION

125'-0 1/2"

C-CHANNEL JOIST

BEARING

STEEL BEAM - SEE

STRUCTURAL

6" METAL METAL STUD -

16" 0.C.

5/8" GYPSUM BOARD

TYPE -X

VAPOR BARRIER BETWEEN

JOIST AND GYPSUM BOARD

2 1/2" METAL METAL STUD -

16" 0.C.

1 1/2" RIGID INSULATION

EXTERIOR GRADE

METAL DOOR AND

FRAME - SEE DOOR

SCHEDULE

4"

6"

E.5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

/3

/2

:2

:3

P

M

AE511

WALL SECTION DETAILS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-503

Project Director

2021-06-30 JDF EAS20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 1 1/2" = 1'-0"AE511

3 WALL SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AE511

1 WALL SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AE511

2 WALL SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AE511

5 WALL SECTION DETAIL

6" MIN.

POLYISOCYANURATE

RIGID ROOF

INSULATION - R-38

MINIMUM

60 MIL. FULLY ADHERED

THERMOPLASTIC (TPO)

ROOF MEMBRANE SYSTEM

-EXTEND TO PARAPET

FLASHING TERMINATION

2X6 FIRE TREATED ROOF

NAILERS

STEEL BEAM STRUCTURAL

METAL PANEL TURN

CLOSURE

1/2" EXTERIOR GRADE

ROOF GYPSUM

RECOVERY BOARD

FLASHING

TERMINATION BAR

3/4" TREATED EXTERIOR GRADE

PLYWOOD SHEATHING OVER

EXTERIOR 2X BLOCKING

PRE-FINISHED METAL COPING -

QUICK LOCK SYSTEM

TREATED EXTERIOR

GRADE WOOD BLOCKING

METAL PANEL - VERTICAL PANEL

PANEL SYSTEM -FINISH COLOR

MP1

- 3/4" FIRE RETARDANT TREATED

EXTERIOR GRADE PLYWOOD

- 2-1/2" METAL STUD FRAMING 16"

O.C. RIGIGIDLY FASTENED TO

PRECAST PANEL

INSULATED PRECAST WALL

PANEL FIELD PAINTED

6" BATT INSULATION - R-19

MINIMUM

1 1/2" METAL STUD

FRAMING 16" O.C

VAPOR BARRIER BETWEEN

METAL STUD AND GYPSUM

BOARD

6" METAL STUD

FRAMING 16" O.C

CONTINOUS SEALANT

4 1/2"

4"

2 1/4" ALUMNIUM TEE AND BENT PLATE -

INSTALLED PER PERFORATED

MANUFACUTURER RECOMMENDATIONS

PERFORATED METAL PANEL - SEE

BUILING ELEVATIONS

3'

3/ 8"

120'-0"

TOP OF PRECAST PANEL

WALL

8"6"

F

ROOF SLOPE - 1/2" PER 12"

UICKLOCK METAL COPING

3-1/2" STEEL TUBE - SEE -STRUCTURAL

DIAGONAL BRACING 3-1/2" STEEL

TUBE - SEE -STRUCTURAL

113'-3 1/2"

TOP OF STEEL BEAM

113'-0"

TOP OF WALL

PRECAST PANEL

ROOF SCREEN METAL PANEL

ON 3" GIRT - METAL PANEL

TO ALLIGNED TO DOG HOUSE

METAL PANEL FACE

3" Z GIRT INSTALLED ON STEEL

TUBE 24" O.C. MINIMUM

CONTINOUS METAL GUTTER - SEE ROOF

PLAN

FIRE REDARDANT 2X6 KNEE WALL

FRAMING / BLOCKING

DOUBLE 2X10 BOARD FRAMING

SITE PRIMED AND PAINTED FIBER CEMENT

BOARD FASCIA - VERTICAL AND BOTTOM

APPLICATION

5/8" RECOVERY BOARD

CONTINOUS ROOF MEMBRANE LAP

COUNTERFLASHING ON TOP OF METAL EDGE

TO METAL GUTTER - MASTIC SELANT BOTH ENDS

ROOF SCREEN METAL PANEL

CAP

4" STEEL TUBE - SEE -STRUCTURAL

BACK OF ROOF SCREEN METAL

PANEL, 31/2" STEEL TUBE AND

3" Z GIRT FRAMING BEYOND

STEEL TUBE COLUMN CURB FLASHING -

COUNTER FLASH AT BASE PER

MANUFACTYRER RECOMMENDATIONS -

TYPICAL

SEALANT MASTIC A TO OF

FLASHING CUP - ALL SIDES

RIGID INSULATION

STEEL BEAM-SEE

STRUCTURAL

5/8" GYPSUM BOARD

1 1/2" METAL STUD

FRAMING STEEL

6" MIN. POLYISOCYANURATE RIGID

ROOF INSULATION - R-38 MINIMUM

60 MIL. FULLY ADHERED THERMOPLASTIC

(TPO) ROOF MEMBRANE SYSTEM

1/2" EXTERIOR GRADE ROOF GYPSUM

RECOVERY BOARD

1 1/2"3"

5"

116' - 7 1/2"

BASE OF MECHANICAL

SCREEN

125'- 7 1/2"

TOP OF WALL

MECHANICAL SCREEN

O .C

2'

O .C

2'

O .C

2'

F

2" RIGID INSULATION

STEEL BEAM-SEE

STRUCTURAL

113'-3 1/2"

TOP OF STEEL BEAM

113'-0"

TOP OF WALL

PRECAST PANEL

CONTINOUS METAL COUNTERFLASHING ON

TOP OF CONTINOUS THERMOPLASTIC (TPO)

ROOF MEMBRANE-EXTEND WALL ON EXTERIOR

SHEATHING

METAL PANEL ON 3/4" EXTERIOR SHEATHING

AND 2-1/2" METAL STUD FRAMING 16" O.C.

BEYOND - METAL PANEL SHALL MATCH METAL

PANEL AS PART OF ROOF SCREEN

1-1/2" COLDFORM Z-TRACK

MOUNTING CLIP @ 24" O.C.

1-1/2" CONTINUOUS RIGID INSULATION

BUILDING MOISTURE BARRIER ON

EXTERIOR SHEATHING

CONTINOUS METAL GUTTER - SEE ROOF

PLAN

6"

7"

6"

FIRE REDARDANT 2X6 KNEE WALL

FRAMING / BLOCKING

DOUBLE 2X10 BOARD FRAMING

SITE PRIMED AND PAINTED FIBER

CEMENT BOARD FASCIA - VERTICAL

AND BOTTOM APPLICATION

5/8" GYPSUM BOARD

1 5/8" METAL STUD

FRAMING STEEL

CONTINUOUS COLUMN

WRAP

6" BATT INSULATION -

R-19 MINIMUM

10 MIL.VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

6" METAL STUD FRAMING

16" O.C. - CENTERED AT

STRUCTURAL GRID LINE

3/4" EXTERIOR SHEATHING

CONTINOUS ROOF MEMBRANE LAP

COUNTERFLASHING ON TOP OF METAL EDGE TO

METAL GUTTER - MASTIC SELANT BOTH ENDS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

/3

/2

:2

:3

P

M

AE512

WALL SECTION DETAILS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-501

Project Director

2021-06-30 JDF JDJ20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 1 1/2" = 1'-0"AE512

2 DETAIL

SCALE: 1 1/2" = 1'-0"AE512

3 ROOF SCREEN DETAIL

SCALE: 1 1/2" = 1'-0"AE512

1 WALL SECTION DETAIL

2" CONTINUOUS RIGID

FOUNDATION - EXTEND

INSULATION HORIZONTALLY

3'-0" MIN.

CONCRETE SLAB ON

COMPACTED GRANULATED

FILL - SEE STRUCTURAL

VAPOR BARRIER UNDER

CONCRETE SLAB - SEE

STRUCTUCTURAL

FINISH GRADE - SEE

CIVIL

CONCRETE

FOUNDATION -

SEE STRUCTURAL

COMPACTED FILL -

SEE STRUCTURAL

100'-0"

TOP OF

CONCRETE SLAB

5/8" GYPSUM BOARD

6" BATT INSULATION -

R-19 MINIMUM

10 MIL. VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD

INSULATED PRECAST

WALL

COLUMN 6" METAL

STUD FRAMINNG

CONTINOUS METAL FLASHING -

EXTEND ON EXTERIOR

SHEATHING 8" MINIMUN

METAL PANEL BOTTOM END

CLOSURE PER MANUFACTURER

RECOMMENDATIONS

1' - 2 1/2"

M

IN

4"

ENGAGED COLUMN CONCRETE

PEDESTAL - SEE STRUCTURAL

6" METAL STUD

FRAMING 16" O.C

BUILDING MOISTURE BARRIER ON

EXTERIOR SHEATHING

3/4" EXTERIOR SHEATHING -

ALL SIDES

METAL PANEL ON 3/4" EXTERIOR

SHEATHING - ALL SIDES

11" 1' - 4"7 3/4"

3 5/8" 4 1/8" 6" 2" 6" 2"

COMPACTED SUB-

GRADE - SEE

STRUCTURAL

98'-8"

TOP OF CONCRETE

FOUNDATION WALL

STEEL DECK - SEE

STRUCTURAL

CONTINUOUS ROOF CANT

STRIP - TYPICAL

6" MIN.

POLYISOCYANURATE RIGID

ROOF INSULATION - R-38

MINIMUM

THERMOPLASTIC (TPO) ROOF

MEMBRANE-EXTEND OVER

PARAPET WALL AND TOP 3/4"

SHEATHING

STEEL BEAM - SEE

STRUCTURAL

RIGID INSULATION

SUPENDED ACOUTICAL TILE

CEILING - SEE REFLECTED

CEILING PLAN

6" BATT INSULATION -

R-19 MINIMUM

10 MIL. VAPOR BARRIER

BETWEEN METAL STUD AND

GYPUM BOARD

5/8" GYPSUM BOARD

TYPE -X

THERMOPLASTIC (TPO) ROOF

MEMBRANE-EXTEND TO WALL

FLASHING TERMINATION BAR

FLASHING

TERMINATION BAR

6" METAL STUD FRAMING 16"

O.C. - CENTERED AT

STRUCTURAL GRID LINE

114'-2"

TOP OF STEEL

TUBE BEAM

118'-2"

TOP OF WALL

PRECAST PANEL

1' - 0"

2"

6' - 8"

1'

4"

6" METAL STUD FRAMING

HEADER AND BOX FRAME

BELOW " O.C. - CENTERED AT

STRUCTURAL GRID LINE

1/2" ROOF RECOVERY

BOARD

3/4" PLYWOOD ON TOPOF

2X NAILER PLATES

QUICKLOCK METAL

COPING

NAILER PLATES

METAL PANEL ON 3/4" EXTERIOR

SHEATHING AND

2-1/2" METAL STUD FRAMING 16" O.C.

FIRE RETARDANT ROOF

NAILER PLATES

MASTIC SEALANT

FIRE RETARDANT ROOF

NAILER PLATES

5/8" ROOF RECOVERY

BOARD

POLYISOCYANURATE RIGID

ROOF INSULATION - R-38

MINIMUM

1'

/2

8"

TUBE STEEL BEAM SEE

STRUCTURAL

TENSION ROD STEEL

CONNECTOR THROUGH

STEEL PLATE TO TUBE STEEL

BEAM - SEE STRUCTURAL

METAL PANEL ON 1/2"

EXTERIOR SHEATHING AND

3-5/8" METAL STUD

FRAMING 16" O.C. - ALL

SIDES AND UNDER SOFFIT

FIRE RETARDANT 2X

NAILER / BLOCKING

PLATES

METAL EDGE FASCIA

LINEAR METAL 12" TILE

SUSPENDED CEILING - SEE

REFELECTED CEILING PLAN

INSULATED PRECAST WALL

PANEL

ALUMINUM STOREFRONT

ASSEMBLY - SEE BUILDING

ELEVATIONS

ALUMINUM STOREFRONT

DOOR ASSEMBLY - SEE BUILDING

ELEVATIONS / DOOR SCHEDULE

3 5/8" 4 1/8" 11"

ROOF SLOPE - 1/2" PER 12"

1 1/2" METAL STUD

FRAMING 16" O.C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

/3

/2

:2

:3

P

M

AE513

WALL SECTION DETAILS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-503

Project Director

2021-06-30 Checker EAS20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 1 1/2" = 1'-0"AE513

1 DETAIL - ENGAGED COLUMN PEDESTAL

SCALE: 1 1/2" = 1'-0"AE513

2 DETAIL - MAIN ENTRY CANOPY

1. PROVIDE CARD READER AND ASSOCIATED ACCESSORIES. PROVIDE

ELECTRIC STRIKE AND OR ELECTRIFIED EXIT DEVICES AS REQUIRED. REFER

TO ENGINEERING DRAWINGS AND ACCESS CONTROL FOR ADDITIONAL

INFORMATION.

2. PROVIDE AUTOMATIC DOOR OPENER AND ASSOCIATED ACCESSORIES.

REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

3. PROVIDE INDICATOR LIGHT OUTSIDE OF TOILET ROOM. REFER TO

ENGINEERING DRAWINGS.

4. PROVIDE ANTI-BARRIER HARDWARE AND FRAME TO COORDINATE WITH

INDICATOR LIGHT IN EXAM ROOMS. REFER TO ENGINEERING DRAWINGS.

5. PROVIDE ALARMED, DELAYED EGRESS ACCESS CONTROL. REFER TO

ENGINEERING DRAWINGS.

6. PROVIDE HOLD OPENS.

7. REFER TO DETAILS INDICATED FOR HEAD, JAMB, AND SILL CONDITIONS.

VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.

A. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL HARDWARE

REQUIREMENTS BETWEEN HARDWARE SUPPLIES, ACCESS CONTROL

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

SUPPLIES AND AUXILIARY COMPONENTS THAT IS REQUIRED TO MAKE A

HARDWARE SET WORK BETWEEN ACCESS CONTROL AND HARDWARE SHALL

BE PROVIDED.

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

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

METAL PAINT COLOR.

C. PROVIDE SEALANT AROUND PERIMETER OF DOOR/ WINDOW FRAME

ADJACENT TO WALL AND FLOOR CONSTRUCTION, BOTH SIDES.

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

OTHERWISE INDICATED ON FLOOR PLAN AE101.

E. MAINTAIN ADA CLEARANCE AROUND DOORS AND REFER ANY

DISCREPANCIES DUE TO COR AND ARCHITECT FOR CLARIFICATION.

F. RATED FRAMES, DOORS AND GLAZING SHALL BE UL LABELED IN A VISIBLE

LOCATION.

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

TYPICAL HEAD, JAMB AND SILL DETAILS.

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

SECURITY HARDWARE. REFER TO ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

I. REFER TO SPECIFICATIONS AND ENGINEERING DRAWINGS FOR ADDITIONAL

HARDWARE INFORMATION.

J. COORDINATE POWER AND DATA REQUIREMENTS AT DESIGNATED DOOR

OPENINGS WITH ENGINEERING DRAWINGS.

DOOR AND FRAME GENERAL NOTES

DOOR SCHEDULE COMMENTS

S2

AS SCHEDULED 2" TYP

7'

A S

S C

H E

D U

LE

D

AS SCHEDULED

A S

S C

H E

D U

LE

D

AS SCHEDULED

AE601

TYP

AE601

TYP

AE601

TYP

AE601

TYP

DOOR AND FRAME TYPE LEGEND

FL FG

T

AE601

TYP

AE601

TYP

DOOR TYPE ABBREVIATIONS

FL FLUSH

HG HALF GLASS

FG FULL GLASS

DOOR MATERIAL ABBREVIATIONS

AL ALUMINUM

HM HOLLOW METAL

WD WOOD

FRAME TYPE ABBREVIATIONS

S2 SINGLE / 2" HEAD

R2 SINGLE, RESCUE / 2" HEAD

L2 SINGLE w/SIDELITE / 2" HEAD

D2 DOUBLE / 2" HEAD

ES EXAM SLIDING

SE SINGLE ENTRANCE / HEAD SIZE VARY PER MFR.

DE DOUBLE ENTRANCE / HEAD SIZE VARY PER MFR.

FRAME MATERIAL ABBREVIATIONS

AL ALUMINUM

HM HOLLOW METAL

WD WOOD

R2

AS SCHEDULED 2" TYP

RESCUE FRAME

A S

S C

H E

D U

LE

D

AS SCHEDULED 1' - 6" 2" TYP

L2

A S

S C

H E

D U

LE

D

AS SCHEDULED

2"

V A

R

IE

S P

E R

M F

R

7'

SLIDINGES

VALANCE WIDTH

AS SCHEDULED

A S

S C

H E

D U

LE

D

8" X 8"

A F

F

3'

2'

T

HG

2"

AS SCHEDULED

2"

V A

R

IE

S P

E R

M F

R

A S

S C

H E

D U

LE

D

D2

FRAMING STUD HEADER

HOLLOW METAL FRAME,

RE: DOOR SCHEDULE

SEALANT, BOTH SIDES

WALL TYPE,

RE: PLANS

2"

FRAMING STUD HEADER

RESCUE DOOR, HOLLOW

METAL DOOR FRAME,

RE: DOOR SCHEDULE

SEALANT, BOTH SIDES

WALL TYPE,

RE: PLANS

CORRIDOR

SIDE

PATIENT

SIDE

HOLLOW METAL FRAME,

RE: DOOR SCHEDULE

WALL TYPE,

RE: PLANS

DOUBLE STUD FRAMING

SEALANT, BOTH SIDES

JAMB ANCHOR

DOUBLE STUD FRAMING

RESCUE DOOR, HOLLOW

METAL DOOR FRAME,

RE: DOOR SCHEDULE

SEALANT, BOTH SIDES

WALL TYPE,

RE: PLANS

RESCUE STOP/ STRIKE

2"

PATIENT

SIDE

CORRIDOR

SIDE

JAMB ANCHOR

BOTTOM TRACK

SILL GUIDE

ANCHOR

FIRE RETARDENT TREATED 2X6

HEADER FOR TRACK SUPPORT

BETWEEN WALL STUD FRAMING TO

SECURE BACKING TO GWB. FACE OF

BACKER MUST BE FLUSH WITH FACE

OF STUDS TO AVOID WALL DAMAGE

EPDM GASKET BOTH

SIDES

ROOM SIDEOUTSIDE

CLOSER AND

CARRIAGE TRACK

HANGERS

FLOOR

WOOD DOOR,

RE: DOOR SCHEDULE

ACOUSTIC BOTTOM SEAL

EPDM GASKET BOTH SIDES

MIN. 16 GA STUD AT JAMBS &

16" O.C. FOR ENTIRE LENGTH

OF VALANCE

EDGE GASKET

SILL GUIDE

RE: DOOR SCHEDULE

DOOR LEAF: FRAME OPENING + 7"

ROOM SIDE

OUTSIDE

FRAME OPENING

VALANCE AND END CAP ABOVE

STILE SUPPORT BRACKET

STILE POCKET

BACK TO BACK 1" LADDER PULLS

VALANCE: WIDTH X2 + 10"

FIRE RETARDENT

TREATED BLOCKING

SCHEDULED ALUMINUM

STOREFRONT DOOR

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

TRANSOM

SCHEDULED GLAZING

SCHEDULED GLAZING

E Q

E Q

HOLLOW METAL FRAME,

RE: DOOR SCHEDULE

SEALANT, BOTH SIDES

TYPICAL EXTERIOR WALL

MORTAR FILLED

MORTAR FILL

HOLLOW METAL FRAME,

RE: DOOR SCHEDULE

SEALANT, BOTH SIDES

TYPICAL EXTERIOR WALL

11"

EQ EQ

SCHEDULED ALUMINUM

STOREFRONT DOOR

SHIM

BACKER ROAD AND SEALANT

ALUMINUM STOREFRONT

SCHEDULED GLAZING

3/

4" 1/

4"

WALL TYPE, RE:PLANS

SCHEDULED ALUMINUM

STOREFRONT DOOR

WALL TYPE,

RE: PLANS

SHIM

BACKER ROAD AND SEALANT

ALUMINUM STOREFRONT

1 3/4" 1/4"

4"

3"

TURNDOWN CONCRETE

SLABS AT DOOR - SEE

STRUCTURAL

DOOR THRESHOLD

EXTERIOR GRADE METAL

DOOR AND FRAME - SEE

DOOR SCHEDULE

CONCRETE SLAB SLOPE -

1/4" PER 12"

TREATED 2X4 NAILER

1 1/2" RIGID INSULATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEEER

MR PROJECT NO:

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

/3

/2

:2

:3

P

M

AE601

DOOR SCHEDULE AND DETAILS CONSTRUCT PRIMARY CARE AND

WOMEN'S HEALTH BUILDING

2401 W. MAIN STREET, MARION, IL

657-503

Project Director

2021-06-30 JDF JDJ20.1006.00

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

SCALE: 3" = 1'-0"AE601

6 DOOR HEAD DETAIL, HM

SCALE: 3" = 1'-0"AE601

5 DOOR HEAD DETAIL, ANTI-BARRICADE

SCALE: 3" = 1'-0"AE601

2 DOOR JAMB DETAIL, HM

SCALE: 3" = 1'-0"AE601

1…