36C25219B0038-006.pdf

TOS EL

REFER TO PLAN

TOF EL

REFER TO PLAN

TOS EL

REFER TO CIVIL

1.2

1/2" COMPRESSIBLE

FILLER W / SEALANT TYP

CIVIL SITE SLAB

WATERPROOFING

MEMBRANE SYSTEM

WATERPROOFING MEMBRANE SYSTEM

MAT FOUNDATION, REFER TO PLAN

WATERSTOP

WATERSTOP

WATERSTOP

#4 @ 9" OC EF

#4 @ 9" OC EF

4" PERFORATED FDN DRAIN

SLOPE AT 0.5% MIN REFER

TO CIVIL FOR CONTINUATION

4'-0"

4' -0

"4# @ 12" OC

(2) #4

#4 @ 15" OC EF

#4 @ 15" OC EF

ELEVATOR PIT

COVE SEALANT

8" CMU WALL W/ #5 @ 16" OC VERT

1' -1

3/

8"

8" 2"

6"

#6 @ 12" OC T&B, EW

PCC WALL PANEL

TOW EL

REFER TO PLAN

CONN BY PCC MFR,

REFER TO DET

1/SF532

2" 8"

SF561

7"

GALV HSS

DIVIDER BEAM

REFER TO

DET 7/SF551

LA

P

S P

LI

C

E

2' -6

TOS EL

REFER TO PLAN

TOF EL

REFER TO PLAN

TOS EL

REFER TO CIVIL

A.A A.1

1/2" COMPRESSIBLE

FILLER W / SEALANT TYP

CIVIL SITE SLAB

WATERPROOFING

MEMBRANE SYSTEM

WATERPROOFING MEMBRANE SYSTEM

MAT FOUNDATION, REFER TO PLAN

WATERSTOP

WATERSTOP

WATERSTOP

#4 @ 9" OC EF

#4 @ 9" OC EF

LA

P

S P

A C

E

C

LA

S S

B

4'-0"

4' -0

"4# @ 12" OC

7"

(2) #4

#4 @ 15" OC EF

#4 @ 15" OC EF

ELEVATOR PIT

COVE SEALANT

PCC WALL PANEL

REFER TO

DET 5/SF551

#6 @ 12" OC T&B, EW

3' -0

8" 2" 2"

1'-0"

CONN BY PCC MFR,

REFER TO DET

1/SF532

2 1/8" 8"

PCC WALL PANEL

TOW EL

REFER TO PLAN

CONN BY PCC MFR,

REFER TO DET

1/SF532

4" PERFORATED FDN DRAIN

SLOPE AT 0.5% MIN REFER

TO CIVIL FOR CONTINUATION

1'-6" 1'-6"

1' -6

1'

-6

32" X 32" PCC COL

ABOVE

CIP WALL

#4 TIES AT 12" OC

(16) #9 VERT W/

STD HK IN MAT

FTG

NOTE: WALL REINF NOT SHOWN FOR

CLARITY. WALL REINF SHALL BE

CONTINUOUS THRU PILASTER. GC

TO INSTALL PCC COL ANCHOR

BOLTS SUPPLIED BY PCC MFR.

1'-0" 8" 1'-0"

1' -6

(4) #5 X CONT

REFER TO PLAN

TOW EL

REFER TO CIVIL

TO GRADE

REFER TO PLAN

TOS EL

8"

GLAZING, REFER TO ARCH

COVE SEALANT

CONC SOG

BOND BREAKER

REFER TO PLAN

TOF EL

#4 @ 6" OC W/

STD HOOKS

CONN BY PCC

MFR, REFER TO

DET 1/SF532

PCC WALL

PANEL

CIVIL SITE

SLAB

1/2" COMPRESSIBLE

FILLER W/ SEALANT

1'-0" 8" 1'-0"

1' -6

(4) #5 X CONT

REFER TO CIVIL

TO GRADE

REFER TO PLAN

TOS EL

8"

COVE SEALANT

CONC SOG

BOND BREAKER

REFER TO PLAN

TOF EL

#4 @ 6" OC W/

STD HOOKS

CONN BY PCC

MFR, REFER TO

DET 1/SF532

PCC WALL

PANEL

CIVIL SITE

SLAB

1/2" COMPRESSIBLE

FILLER W/ SEALANT

1'-0" 8" 1'-0"

1' -6

(4) #5 X CONT

REFER TO PLAN

TOS EL REFER TO PLAN

TOS EL

REFER TO PLAN

WASH 8"

COVE SEALANT

CONC SOG

BOND BREAKER

REFER TO PLAN

TOF EL

#4 @ 6" OC W/

STD HOOKS

PCC WALL

PANEL

CONC SOG

COVE SEALANT

CONN BY PCC

MFR, REFER TO

DET 1/SF532

8" 4" 1'-8"

1' -6

(4) #5 X CONT

REFER TO PLAN

TOS EL REFER TO PLAN

TOS EL

REFER TO PLAN

WASH 4" 8"

COVE SEALANT

CONC SOG

BOND BREAKER

REFER TO PLAN

TOF EL

#4 @ 6" OC W/

STD HOOKS

PCC WALL

PANEL

CONC SOG

COVE SEALANT

REFER TO PLAN

TOS EL

COVE SEALANT

CONN BY PCC MFR

PCC STAIRS W/

FIELD TOPPING

CONC DAM

8" MIN

BEARING PAD

HAUNCH

CONN BY PCC

MFR, REFER TO

DET 1/SF532

1'-0" 8" 1'-0"

1' -6

(4) #5 X CONT

REFER TO PLAN

TOS EL

COVE SEALANT

CONC SOG

BOND BREAKER

REFER TO PLAN

TOF EL

#4 @ 6" OC W/

STD HOOKS

8" CONC WALL W/

#5 @ 8" OC VERT &

#4 @ 12" OC HORIZ

LA

P

S P

LI

C

E

2' -6

8" CMU W/ #5 @ 16" OC GROUT

CORES SOLID AT REINF

GALV EMBED PLATE

1/2X10X10 W/ (4) 1/2" Ø

X 4" HSA

3/8" CAP PLATE WELDED TO TUBE

(2) 3/4" Ø A325 THRU BOLTS

(2) 3/8" CONNECTION

PLATE ONE ON EACH SIDE

OF TUBE

CONC WALL

1/4"

TOS EL

REFER TO PLAN

GALV HSS BEAM

SF561

GALV EMBED PLATE

1/2X10X10 W/ (4) 1/2" Ø

X 4" HSA

3/8" CAP PLATE WELDED TO TUBE

(2) 3/4" Ø A325 THRU BOLTS

GALV. HSS BEAM

(2) 3/8" CONNECTION

PLATE ONE ON EACH SIDE

OF TUBE

CONC WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

Carl Walker, a Division of WGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

BID DOCUMENT

NOT SPRINKLERED

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

DPG DEB

D R e v it U s e r

F ile s \P

-2

-0

-C

W I-

V d a n .b ro w n L D

P W

Z .r v t

/7

/2

:0 :1

P

M

SF561

ENLARGED PLAN DETAILS -

STRUCTURAL

1/9/2019 41 OF 80

3/4" = 1'-0"

FOUNDATION WALL DETAIL

3/4" = 1'-0"

FOUNDATION WALL DETAIL

3/4" = 1'-0"

PILASTER DETAIL

3/4" = 1'-0"

WALL DETAIL

3/4" = 1'-0"

WALL DETAIL

3/4" = 1'-0"

WALL DETAIL

3/4" = 1'-0"

WALL DETAIL

3/4" = 1'-0"

WALL DETAIL

1 1/2" = 1'-0"

STRUCTURAL DETAIL

1 1/2" = 1'-0"

STRUCTURAL DETAIL

Revisions: Date:

2' -8

REFER TO PLAN

TO SPANDREL

8"

PCC WALL PANEL

BEARING PAD, TYP

PCC SPANDREL

BACKER ROD &

SEALANT, TYP

PCC WALL PANEL

LATERAL CONN BY PCC MFR

TYP BETWEEN WALL PANEL

& SPANDREL TOP & BOT

PROVIDE HIDDEN HAUNCH

CONN AT COLUMN BEYOND

LATERAL CONNS AT COLUMN

BY PCC MFR

AT ELEVATOR DIVIDER OR

SAFETY BEAM, EMBED PLATE BY

PCC MFR W/ STEEL CONN BY

STEEL FABRICATOR. PROVIDE

BOLTED CONN AT SAFETY BEAM

FOR FUTURE EXPANSION.

2' -8

REFER TO PLAN

TO SPANDREL

PCC SPANDREL

GLAZING

REFER TO ARCH

PROVIDE HIDDEN HAUNCH

CONN AT COLUMN BEYOND

LATERAL CONNS AT COLUMN

BY PCC MFR

8" 8"

2' -8

PCC SPANDREL

GLAZING

REFER TO ARCH

8"

REFER TO PLAN

TO SPANDREL

PROVIDE HIDDEN HAUNCH

CONN AT COLUMN BEYOND

LATERAL CONNS AT COLUMN

BY PCC MFR

REFER TO PLAN

TOS EL

TOOLED JT W/ SEALANT

CONN BY PCC MFR

PCC STAIRS W/

FIELD TOPPING

CONC DAM

BEARING PAD

HAUNCH

8" MIN

8" PCC WALL PANEL

COVE SEALANT

CIP TOPPING

PCC SPANDREL

PCC DT

TOS EL

REFER TO PLAN

6" 10"

10" PCC WALL PANEL

3"

REFER TO PLAN WASH, REFER TO PLAN

WALL CONN TO DT

BY PCC MFR

TOS EL

REFER TO PLAN

LA

P

S P

LI

C

E

2' -6

6" 3"

8" 8"

6" 8"

2' -8

8" CMU WALL

W/ #5 @ 16" OC

GROUT CORES

SOLID AT REINF

HSS SECTION

REFER TO PLAN

REFER TO PLAN

TO STL

EMBED PLATE CONNECTION

COORDINATE DESIGN

LOADS W/ ELEVATOR

SUPPLIER

#5 @ 16" OC W/ DOWEL

BAR SUBSTITUTE

BACKER ROD & SEALANT

PCC BEAM

PCC SLAB

#4 @ 12"

OC X 4'-0"

CIP TOPPING

TOOLED JT

W/ SEALANT

REFER TO DET 12/SF551

TOS EL

REFER TO PLAN

LA

P

S P

LI

C

E

2' -6

6" 3"

8" 8"

6" 8"

2' -8

8" CMU WALL W/

#5 @ 16" OC

GROUT CORES

SOLID AT REINF

#5 @ 16" OC W/ DOWEL

BAR SUBSTITUTE

BACKER ROD & SEALANT

PCC BEAM

PCC SLAB

#4 @ 12"

OC X 4'-0"

CIP TOPPING

TOOLED JT

W/ SEALANT

8"

2' -8

3" 5"

6"

PCC WALL PANEL

BEARING PAD, TYP

COVE SEALANT

PCC SPANDREL

CHORD REINF

REFER TO PLAN

PCC TEE

BACKER ROD &

SEALANT, TYP

PCC WALL PANEL

GALV EMBED &

ANGLE BY PCC MFR

6"

PROVIDE HIDDEN HAUNCH

CON AT COLUMN BEYOND

LATERAL CONNS AT

COLUMN BY PCC MFR

#4 @ 12" EW BOT

LATERAL CONN BY PCC MFR

TYP BETWEEN WALL PANEL

& SPANDREL, TOP & BOT

REFER TO PLAN

TO SPANDREL

8" 4" 3'-0" WASH

BUTTON HAUNCHES

AT TEE STEMS, 8"

WIDE, MIN

CHORD REINF,

REFER TO PLANS

CONN BY PCC

MANUFACTURER

CIP TOPPING

COVE SEALANT

CONC DAM

BEARING PAD

2' -8

3"

W A

S H

3' -6

M

IN

ELEVATION

REFER TO PLAN

PCC TEE

PCC SPANDREL

PROVIDE DAPPED SPANDREL

SUPPORT AT COL OR PROVIDE

HAUNCH BELOW AT COL AND

COORD WITH WALL PANEL

PCC WALL PANEL

BACKER ROD &

SEALANT, TYP

BEARING PAD, TYP

LATERAL CONN BY PCC

MFR TYP BETWEEN

WALL PANEL &

SPANDREL, T & B

8" 4" 3'-0" WASH

CHORD REINF,

REFER TO PLANS

CONN BY PCC

MANUFACTURER

CIP TOPPING

TOOLED JT W/ SEALANT

CONC DAM

ELEVATION

REFER TO PLAN

PCC TEE

3" W

A S

H 2'

-8

SOLID 6" PCC

SLAB W/ 3"

FIELD TOPPING

CONN BY PCC MFR

BUTTON HAUNCHES

AT TEE STEMS, 8"

WIDE, MIN

BEARING PAD

PROVIDE DAPPED SPANDREL

SUPPORT AT COL OR PROVIDE

HAUNCH BELOW AT COL AND

COORD WITH GLAZING BELOW

SUMP PIT

2'-0"

L3 3 X 1/4 (4) SIDES W/1/2" EXPANSION

BOLTS @ 12" OC (MIN 2 PER SIDE)

2' -0

1" STEEL GRATING (GALV)

CIP FOUNDATION, REFER

TO PLAN

CIP FOUNDATION WALL

PROVIDE (1) ADDL TOP BAR

ALL 4 SIDE OF OPENING

TERMINATE MAT REINF W/ STD

HOOK WHERE INTERRUPTED

BY BLOCKOUT, TYP

CMU LINTEL REFER

TO DET 8/SF551

BOTTOM OF

PCC BEAM

PCC SLAB

PCC BEAM

VERTICAL JT W/ BACKER ROD AND SEALANT

CONTINUE MASONRY JT REINF THRU VERT JT

KNOCK-OUT PANEL IN MASONRY WALL

FOR FUTURE ELEVATOR COORD DIMS

W/ ELEVATOR SUPPLIER

NO VERT WALL REINF PROVIDE

CONTINUOUS HORIZ JT REINF THRU

KNOCK-OUT PANEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

Carl Walker, a Division of WGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

BID DOCUMENT

NOT SPRINKLERED

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

DPG DEB

D R e v it U s e r

F ile s \P

-2

-0

-C

W I-

V d a n .b ro w n L D

P W

Z .r v t

/7

/2

:0 :1

P

M

SF562

ENLARGED PLAN DETAILS -

STRUCTURAL

1/9/2019 42 OF 80

3/4" = 1'-0"

PCC DETAIL

3/4" = 1'-0"

PCC DETAIL

3/4" = 1'-0"

PCC DETAIL

3/4" = 1'-0"

STRUCTURAL DETAIL

3/4" = 1'-0"

STRUCTURAL DETAIL

3/4" = 1'-0"

STRUCTURAL DETAIL

3/4" = 1'-0"

PCC TEE TO PCC SPANDREL DETAIL

3/4" = 1'-0"

PCC TEE TO PCC SPANDREL DETAIL

3/4" = 1'-0"

PCC TEE TO PCC SPANDREL DETAIL

3/4" = 1'-0"

SUMP PIT DETAIL

1/4" = 1'-0"

ELEVATION

3/4" = 1'-0"

REFER TO PLAN

CONC WASH 8" 8"

REFER TO PLAN

TOS EL REFER TO PLAN

TO LANDING

TOOLED JOINT W/ SEALANT

PCC COL (BEYOND)

CONC DAM

PCC STAIRS W/

FIELD TOPPING

PCC SPANDREL

HAUNCH CONN

@ COL BEYOND

PCC DT

REINF REFER

TO PLAN

REFER TO PLAN

CONC WASH 8" 8"

REFER TO PLAN

TOS EL

PCC WALL PANEL

CONC DAMREINF REFER

TO PLAN

BEARING PAD TYP

CONN BY PCC MFR

BACKER ROD &

SEALANT TYP

LATERAL CONN BY PCC MFR

TYP BETWEEN WALL PANEL

& SPANDREL TOP & BOT

PCC DT

TOS EL

REFER TO PLAN

6" 3"

6" 8"

2' -8

HSS SECTION

REFER TO PLAN

REFER TO PLAN

TO STL

EMBED PLATE CONNECTION

COORDINATE DESIGN

LOADS W/ ELEVATOR

SUPPLIER

#5 @ 16" OC W/ DOWEL

BAR SUBSTITUTE

BACKER ROD & SEALANT

PCC BEAM

PCC SLAB

#4 @ 12"

OC X 4'-0"

CIP TOPPING

REFER TO DET 12/SF551

8" 8"

TOW EL

REFER TO PLAN

PCC SPANDREL

BEAM

REFER TO PLAN

TOS EL

6"

BACKER ROD

& SEALANT

PCC WALL PANEL

W/ TOP & BOT

CONN BY PCC MFR

PCC SLAB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

Carl Walker, a Division of WGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

BID DOCUMENT

NOT SPRINKLERED

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

DPG DEB

D R e v it U s e r

F ile s \P

-2

-0

-C

W I-

V d a n .b ro w n L D

P W

Z .r v t

/7

/2

:0 :1

P

M

SF563

ENLARGED PLAN DETAILS -

STRUCTURAL

1/9/2019 43 OF 80

3/4" = 1'-0"

PCC TEE TO PCC SPANDREL DETAIL

3/4" = 1'-0"

PCC TEE TO PCC SPANDREL DETAIL

3/4" = 1'-0"

A B C

NORTH-SOUTH DIRECTION

NOTES:

1. MAXIMUM VOLUME CHANGE MOVEMENTS, + = SHORTENING, - = LENGTHENING.

2. VOLUME CHANGES INDICATED ARE DUE TO CREEP, SHRINKAGE AND THERMAL EFFECTS, BASED ON PCI HANDBOOK, 7TH ED. MAXIMUM

SEASONAL CLIMATIC CHANGE OF 68°, (DESIGN AID 4.11.11) AND 69% RELATIVE HUMIDITY (DESIGN AID 4.11.12).

3. USE LINEAR INTERPOLATION TO DETERMINE VOLUME CHANGE AT INTERMEDIATE COLUMNS.

4. DISPLACEMENTS INDICATED HAVE BEEN REDUCED BY Kl = 4, Kt = 1.5 IN ACCORDANCE WITH PCI HANDBOOK, CHAPTER 4.

5. XX" ± XX" THE FIRST NUMBER INDICATES THE AMOUNT OF CREEP AND SHRINKAGE MOVEMENT. THE SECOND NUMBER INDICATES THE

AMOUNT OF TEMPERATURE CHANGE MOVEMENT.

6. ABOVE VALUES ARE CALCULATED BASED ON FUTURE EXPANSION

LEVEL 3

LEVEL 2

TO FOUNDATION

3 4 6 85 71

LEVEL 3

LEVEL 2

TO FOUNDATION

.09± 0.23

63'-4". 63'-4".

0.03± 0.08 0.03± 0.07

45'-4". 32'-0". 32'-0". 32'-0". 32'-0". 32'-0". 45'-4".

0.10± 0.27 0.06± 0.16 0.03± 0.09 0.00± 0.01 0.03± 0.06 0.05± 0.14 0.08± 0.21 0.13± 0.32

EAST-WEST DIRECTION

1 8

15'-0" *

18'-3".

P

S F

.7

P S

F

.4

P S

F

ROOF DOUBLE TEE LIVE LOAD Lr (UNO)

40 PSF

BAY WIDTH

ROOF DOUBLE TEE SNOW LOAD - CASE 4

A C

11'-0"*

18'-3".

P

S F

.6

P S

F

.4

P S

F

B

ROOF DOUBLE TEE SNOW LOAD - CASE 2 (GRIDS A-B AND C-D)

ROOF DOUBLE TEE SNOW LOAD - CASE 1

21 PSF

BAY WIDTH

2 7

* NOTE - APPLIES TO SNOW LOAD AT STAIR TOWERS

* NOTE - APPLIES TO SNOW LOAD AT STAIR TOWERS

716'-3"

LEVEL 1

727'-7"

LEVEL 2

713'-0"

TOF

18'-0" 18'-0"

WIND 41k

SEISMIC 36k

738'-11"

LEVEL 3

750'-3"

LEVEL 4

761'-7"

LEVEL 5

772'-11"

LEVEL 6

784'-3"

LEVEL 7

WIND 41k

SEISMIC 39k

WIND 41k

SEISMIC 39k

WIND 41k

SEISMIC 39k

WIND 41k

SEISMIC 39k

WIND 21k

SEISMIC 12k

B

FUTURE EXPANSION

719'-9"

LEVEL 1

730'-11"

LEVEL 2

713'-0"

TOF

WIND 44k

SEISMIC 38k

18'-0" 18'-0"

742'-3"

LEVEL 3

753'-7"

LEVEL 4

764'-11"

LEVEL 5

776'-3"

LEVEL 6

WIND 42k

SEISMIC 38k

B

FUTURE EXPANSION

WIND 42k

SEISMIC 38k

WIND 42k

SEISMIC 38k

WIND 42k

SEISMIC 38k

2 3 4 5 6 7

719'-9"

LEVEL 1

730'-11"

LEVEL 2

WIND 29k

SEISMIC 37k

716'-3"

LEVEL 1

727'-7"

LEVEL 2

738'-11"

LEVEL 3 WIND 24k

SEISMIC 32k

750'-3"

LEVEL 4

761'-7"

LEVEL 5

772'-11"

LEVEL 6

784'-3"

LEVEL 7

742'-3"

LEVEL 3

753'-7"

LEVEL 4

764'-11"

LEVEL 5

776'-3"

LEVEL 6

787'-7"

LEVEL 7

FUTURE EXPANSION

WIND 24k

SEISMIC 32k

WIND 24k

SEISMIC 32k

WIND 24k

SEISMIC 32k

WIND 17k

SEISMIC 14k

4 5

WIND 28k

SEISMIC 36k

716'-3"

LEVEL 1

727'-7"

LEVEL 2

738'-11"

LEVEL 3 WIND 28k

SEISMIC 39k

750'-3"

LEVEL 4 WIND 28k

SEISMIC 39k

761'-7"

LEVEL 5 WIND 28k

SEISMIC 39k

772'-11"

LEVEL 6 WIND 28k

SEISMIC 39k

784'-3"

LEVEL 7 WIND 14k

SEISMIC 13k

FUTURE EXPANSION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

Carl Walker, a Division of WGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

BID DOCUMENT

NOT SPRINKLERED

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

DPG DEB

D R e v it U s e r

F ile s \P

-2

-0

-C

W I-

V d a n .b ro w n L D

P W

Z .r v t

/7

/2

:0 :1

P

M

SF611

LOADING DIAGRAMS -

STRUCTURAL

1/9/2019 44 OF 80

1/2" = 1'-0"

VOLUME CHANGE DIAGRAMS

1/8" = 1'-0"

ROOF DOUBLE TEE LOADING

1/8" = 1'-0"

LATERAL LOAD DIAGRAM - SHEAR WALL AT B/1

1/8" = 1'-0"

LATERAL LOAD DIAGRAM - SHEAR WALL AT B/8

1/8" = 1'-0"

LATERAL LOAD DIAGRAM - GRID B

1/8" = 1'-0"

LATERAL LOAD DIAGRAM - SHEAR WALL AT C/4-5

C

ALL LETTERING TO BE

PAINTED BLACK

WITH EXCEPTION OF

PROJECT TITLE

WHICH IS TO BE BLUE

PAINT BORDER MEMBER

BLACK ENAMEL

2"x4" [51x102mm]

FRAME AND BRACES IN

SAME PLANE

METAL FACE

WHITE ENAMEL

2"x4" [51x102mm]

FRAME AND

BRACE IN BACK

BORDER MEMBER

PAINTED BLACKBACKGROUND TO

BE PAINTED WHITE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS.

LETTERING TO BE

HELVETICA STYLE 1 1/2"

[38mm] HIGH TO BE

CENTERED HORIZONTAL

NOTE:

ANY SEAM IN METAL TO

BE FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF LETTERING.

4"x4" [102x102mm]

POSTS PAINTED

WHITE

SECTION ON CENTERLINEELEVATION

A/E TO PROVIDE DIGITAL

LOGO AND ADDRESS

THIS SPACE FOR PROJECT TITLE

LETTERING TO BE HELVETICA STYPE 5"

HIGH CENTERED BETWEEN LETTERING

ABOVE AND BELOW ONE OR TWO LINES

AS REQUIRED

DESIGNED AND SUPERVISED BY:

DEPARTMENT OF VETERANS

AFFAIRS WASHINGTON D.C.

GENERAL CONTRACTOR

L

GC TO PROVIDE DIGITAL

LOGO AND ADDRESS

8'-0"

2"

M

A X

6' -0

M A

X

3' -0

A

V E

R A

G E

4' -0

M

IN

WALL TYPE LEGEND

M8.A2

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO

ALLOW FOR SLIP

MOVEMENT. CAULK BOTH

SIDES

8" CMU WALL UP TO UNDER SIDE OF

STAIR / LANDING

DOWEL, RE: STRUCT

FOR WALL

REINFORCEMENT

M8.A1

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO

ALLOW FOR SLIP

MOVEMENT.

COMPRESSIBLE FIRE

CAULK BOTH SIDES

8" CMU WALL TO DECK

SMOKE PARTITION

DOWEL, RE: STRUCT FOR WALL

REINFORCEMENT

FILL WITH PERLITE

M8.A3

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO

ALLOW FOR SLIP

MOVEMENT.

COMPRESSIBLE FIRE

CAULK BOTH SIDES

8" CMU WALL TO DECK

2 HR RATED PARTITION

UL# U905

DOWEL, RE: STRUCT FOR WALL

REINFORCEMENT

FILL WITH PERLITE

GENERAL CONSTRUCTION NOTES

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH OWNER’S

REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED WITH UTILITY

SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY, ACCESS

CONTROL, ETC.

ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH THE

PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS AND THE

SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS, ROUGH-IN

DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR

THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK THEY

PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF WORK

WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY CERTAIN

SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING AND

MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. AND/OR I.C.B.O.

APPROVED METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A

DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO

COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING AND ELECTRICAL

EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL DETAILING OF

SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR MISSING

DIMENSIONS.

DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

FLOOR ELEVATION 0’-0” IS EQUAL TO THE FINISH FLOOR SLAB OF THE EXISTING SLAB

FLOOR CONSTRUCTION.

ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE DETAIL,

AREA, OR ITEM REFERENCED.

PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION AND ROUGH-IN.

INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND EQUIPMENT

TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY AND

ROUGH-IN.

ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY CALLED

OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY

LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT CONSTRUCTION,

FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE CONSTRUCTION SITE.

ANY DAMAGE OR UNACCEPTABLE WEAR BY THE CONSTRUCTION TEAM SHALL BE

REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.

IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE GOVERNMENT, SHALL BE PROVIDED.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS. REFER TO DOOR HARDWARE SCHEDULE, HARDWARE

SPECIFICATIONS, AUTOMATIC OPERATOR SPECIFICATIONS, ACCESS CONTROL

SPECIFICATIONS AND ELECTRICAL DRAWINGS.

A/C AIR CONDITIONING

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

A&E ARCHITECT AND ENGINEERS

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITIES HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATIVE

ALT TRANS ALTERNATIVE TRANSPORTATION

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BB BULLETIN BOARD

BD BOARD

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BRG BEARING

CB CATCH BASIN

CBB CEMENTITIOUS BACKER BOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISH CONTRACTOR INSTALL

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD, CEILING GRILLE

C & G CURB & GUTTER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

CO CLEANOUT(S)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CP CONCRETE PIPE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST STONE

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CY CUBIC YARD

D DRYER

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATED

ETS EXPOSED TO STRUCTURE

ETR EXISTING TO REMAIN

ARCHITECTURAL ABBREVIATIONS

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE FIXTURES & EQUIPMENT

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLR FLOOR

FLUOR FLUORESCENT

FO FINISH OPENING

FOS FACE OF STUD

FR FIRE RATED

FSP FIRE STANDPIPE

FT FOOT / FEET

FTG FOOTING

FURR FURRING

FV FIELD VERIFY

FVC FIRE VALVE CABINET

FWC FABRIC WALLCOVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GARBAGE DISPOSAL

GF CMU GROUND FACE CMU

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLACK

GLU LAM GLUE LAMINATED WOOD

GND GROUND

GT GROUT

GYP BD GYPSUM BOARD

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIB

HC HOLLOW CORE

HCP HANDICAPPED

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR, HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING & AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IG INSULATING GLASS

IN INCH

INCAN INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

ITG INSULATED TEMPERED GLASS

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

L LONG

LAV LAVATORY

LB(S) # POUND(S)

LF LINEAL FEET

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

M & BH MOP AND BROOM HOLDER

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEPF MECHANICAL, ELECTRICAL, PLUMBING,

FIRE PROTECTION (CONDUIT)

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NECY NECESSARY

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER,

OVERFLOW DRAIN

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

OPN OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PLASTIC

PARTN PARTITION

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTL PORCELAIN TILE

PVC POLYVINYL CHLORIDE

QA QUALITY ASSURANCE

QT QUARRY TILE

R R-VALUE (INSULATION),

RADIUS, RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFERENCE

REBAR REINFORCING BAR

REC RECESSED

RECPT RECEPTACLE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RT RUBBER STAIR TREAD

S SOUTH

SAF SEAMLESS ACRYLIC FLOORING

SAP SUSPENDED ACOUSTICAL PANELS

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASHBLOCK

SC SEALED CONCRETE, SOLID CORE

SCHED SCHEDULE

SCP SCUPPER

SD SOAP DISPENSER

SEAL SEALER

SECT SECTION

SECT SECTION

SF SQUARE FOOT

SF CMU SPLIT-FACE CMU

SHR SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

SLV SHORT LEG VERTICAL

SND SANITARY NAPKIN DISPOSER

SNV SANITARY NAPKIN VENDOR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

TA TOILET ACCESSORIES

TB TACKBOARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TD TUBULAR DAYLIGHTING DEVICE

TEL TELEPHONE

TEMP TEMPERATURE

TG TEMPERED GLASS,

TONGUE & GROOVE,

TRANSFER GRILLE

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

URN URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDP WOOD PANELING

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

WR WASTE RECEPTACLE,

WATER RESISTANT

WS WATER STOP

WSCT WAINSCOTT

WT WEIGHT

WWF WELDED WIRE FABRIC

ARCHITECTURAL SYMBOLS

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET LOCATION

DETAIL REFERENCE

BUILDING

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

ELEVATION REFERENCES

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

HANDICAP SYMBOL

N

TRUE NORTH ARROW

ROOM

NEW WALL

WALL TO BE REMOVED

NEW WALL TAG

S3.A2

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES CONSTRUCTION

INDICATES TOP OF WALL CONDITION

REFER TO WALL LEGEND

FOR MORE INFORMATION

NEW DOOR101

DOOR TAG

EXISTING DOOR

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID

DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

ITEMS TO BE DEMOLISHED

DEMOLISHED DOOR

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

EXISTING WALL TO REMAIN

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND

FOR MORE INFORMATION

EXTENT OF REVISION

REVISION SET

101 EQUIPMENT/FURNITURE TAG

TEMPORARY IC BARRIER WALL

CONSTRUCTION (DUST WALL)

DRAWINGS AND DIMENSIONS

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING

INFORMATION MODEL (BIM) WAS DEVELOPED SOLELY TO COMMUNICATE THE

DESIGN TO THE OWNER AND IS NOT SUITABLE FOR ANY OTHER PURPOSE.

FOR EXAMPLE THE REVIT MODEL IS NOT SUITABLE FOR COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THESE DOCUMENTS WERE PRODUCED USING THE CONSTRUCTION

SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE NATIONAL

CAD STANDARD AS GUIDES.

3. ANY INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN

LITERALLY. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE

CONTRACTOR AND APPROVED BY THE OWNER BEFORE ACTUAL

CONSTRUCTION WORK BEGINS.

4. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT

CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURERS. DIMENSIONS

AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE

ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER

MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL

INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN.

CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL

PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESSES

FOR RECESSED OR SEMI-RECESSED PRODUCTS), AND IS RESPONSIBLE FOR

ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR

PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

5. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR

CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES

OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT

THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE

DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS

ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE

CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

6. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY

SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL,

MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY

ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE

REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN

INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN

EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR

INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE

INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE

ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE

CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY

OF WORK.

7. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE

CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF

EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE ARCHITECT OF ANY

DISCREPANCY DISCOVERED.

8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE

ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD

CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD

DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD

CONDITIONS NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

10. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR

REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL

OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

11. ALL DIMENSIONS INDICATED ARE TO FACES OF STRUCTURAL MATERIALS OR

COLUMN GRID LINES UNLESS NOTED OTHERWISE. ROUGH OPENINGS SHALL

ALLOW FOR SHIM SPACE.

12. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

13. SHOULD DIMENSIONS BE MISSING OR CONFLICTING, NOTIFY ARCHITECT PRIOR

TO PROCEEDING WITH RELATED WORK.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

V A

N o rt h C h ic a g o ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/7

/2

:3

:4

A

M

AS001

ARCHITECTURE SYMBOLS AND

ABBREVIATIONSGuidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 TS KN

BID DOCUMENT

NOT SPRINKLERED

Carl Walker, a Division ofWGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

SCALE: 1" = 1'-0"AS001

2 CONSTRUCTION SIGN

UP

L F

OF

FD

N

DR

AI

N

.5

AS201

AS201

ELECTRICAL

SECURITY

OIT

STORAGE

AS202

AS202

AS401

A A

B B

C C

250' - 8"

45' - 4" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 45' - 4"

8'

STAIR #1

102ELEV 1

LOBBY

101FUTURE ELEV

STAIR #2

0B

AS402

FE

FE

FE

X

A.A

A.1

1.2 1.4 1.7

AS311

AS311

AS311

AS311

AS311

AS311

AS311

AS312

12' - 2"

250' - 8"

8'

B.7

7.8

UP TO LEVEL 2

0'

6'

TRENCH DRAIN

FCO

FCO

GD

CO

CO

GD

FCO

GD

FCO

GD

GD

M8.A1

FE

110A

FLOOR PLAN GENERAL NOTES

SEE STRIPING/SIGNAGE PLANS FOR DETAILS AND DIMENSIONS OF

PAINTED TRAFFIC MARKINGS.

CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND NOTIFY THE

OWNER AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE

BEGINNING OF WORK.

DIMENSIONS INDICATED ARE TO FACES OF CMU/STUDS/STRUCTURE

MATERIALS AND GRID LINES (TYPICAL), UNLESS NOTED OTHERWISE.

PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS.

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

FOR COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING

NECESSARY FRAMING, BLOCKING, ETC.

ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH ALL REQUIREMENTS OF AMERICANS WITH

DISABILITIES ACT GUIDELINES AND ALL CODES AND REGULATIONS

HAVING JURISDICTION, THE MOST STRINGENT SHALL PREVAIL.

PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA

REQUIREMENTS.

A.

B.

C.

D.

E.

F.

G.

FLOOR PLAN LEGEND AND NOTES #

FALL DETERRENT, REFER TO SHEET AS312 FOR DETAILS. PROVIDE

ABOVE SPANDREL ON ALL EXTERIOR WALLS ABOVE GROUND TIER.

ALSO PROVIDE WHERE GRADE IS 20'-0" BELOW TOP OF SPANDREL AS

INDICATED.

LIGHT POLES MOUNTED ABOVE STRUCTURAL ELEMENTS, REFER

TO ELECTRICAL DRAWINGS. (TBD)

PROVIDE OSHA COMPLIANT ELEVATOR PIT LADDER.

SNOW REMOVAL GATE OPENING, REFER TO STRUCTURAL FOR

ADDITIONAL INFORMATION.

1.

2.

3.

4.

FCO

FE

SMOKE PARTITION

2 HR. - FIRE SEPARATION

FLOOR CLEAN OUT, REFER TO PLUMBING.

FIRE EXTINGUISER, REFER TO SPECIFICATIONS.

GD GARAGE DRAIN, REFER TO PLUMBING.

ISOMETRIC KEYPLAN - LEVEL 1

LEVEL 2

+11'-4"

LEVEL 1

0'-0"

LEVEL 3

+22'-8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

V A

N o rt h C h ic a g o ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/7

/2

:3

:4

A

M

AS101

LEVEL 1 FLOOR PLAN

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 TS KN

BID DOCUMENT

NOT SPRINKLERED

Carl Walker, a Division ofWGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

SCALE: 3/32" = 1'-0"AS101

1 LEVEL 1 FLOOR PLAN

N

DN

AS201

AS201

AS202

AS202

AS401

AS402

A A

B B

C C

LOBBY

FUTURE ELEV

ELEV 1

STAIR #2

FE

FE

FE

FE

A.A

A.1

1.2 1.4 1.7

AS311

AS311

AS311

AS311

AS311

AS311

AS312

B.7

7.8

UP TO LEVEL 3

8'

0'

45' - 4" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 35' - 0" 10' - 4"

250' - 8"

DOWN TO LEVEL 1

10' - 8" 9' - 8" 10' - 8" 14' - 4" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 45' - 4"

250' - 8"

8'

0'

GD GD GD

GD

GD

STAIR #1

LEVEL 1 BELOW

FLOOR PLAN GENERAL NOTES

SEE STRIPING/SIGNAGE PLANS FOR DETAILS AND DIMENSIONS OF

PAINTED TRAFFIC MARKINGS.

CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND NOTIFY THE

OWNER AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE

BEGINNING OF WORK.

DIMENSIONS INDICATED ARE TO FACES OF CMU/STUDS/STRUCTURE

MATERIALS AND GRID LINES (TYPICAL), UNLESS NOTED OTHERWISE.

PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS.

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

FOR COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING

NECESSARY FRAMING, BLOCKING, ETC.

ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH ALL REQUIREMENTS OF AMERICANS WITH

DISABILITIES ACT GUIDELINES AND ALL CODES AND REGULATIONS

HAVING JURISDICTION, THE MOST STRINGENT SHALL PREVAIL.

PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA

REQUIREMENTS.

A.

B.

C.

D.

E.

F.

G.

FLOOR PLAN LEGEND AND NOTES #

FALL DETERRENT, REFER TO SHEET AS312 FOR DETAILS. PROVIDE

ABOVE SPANDREL ON ALL EXTERIOR WALLS ABOVE GROUND TIER.

ALSO PROVIDE WHERE GRADE IS 20'-0" BELOW TOP OF SPANDREL AS

INDICATED.

LIGHT POLES MOUNTED ABOVE STRUCTURAL ELEMENTS, REFER

TO ELECTRICAL DRAWINGS. (TBD)

PROVIDE OSHA COMPLIANT ELEVATOR PIT LADDER.

SNOW REMOVAL GATE OPENING, REFER TO STRUCTURAL FOR

ADDITIONAL INFORMATION.

1.

2.

3.

4.

FCO

FE

SMOKE PARTITION

2 HR. - FIRE SEPARATION

FLOOR CLEAN OUT, REFER TO PLUMBING.

FIRE EXTINGUISER, REFER TO SPECIFICATIONS.

GD GARAGE DRAIN, REFER TO PLUMBING.

ISOMETRIC KEYPLAN - LEVEL 2

LEVEL 2

+11'-4"

LEVEL 1

0'-0"

LEVEL 3

+22'-8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

V A

N o rt h C h ic a g o ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/7

/2

:3

:4

A

M

AS102

LEVEL 2 FLOOR PLAN

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 TS KN

BID DOCUMENT

NOT SPRINKLERED

Carl Walker, a Division ofWGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

SCALE: 3/32" = 1'-0"AS102

1 LEVEL 2 FLOOR PLAN

FLOOR PLAN GENERAL NOTES

SEE STRIPING/SIGNAGE PLANS FOR DETAILS AND DIMENSIONS OF

PAINTED TRAFFIC MARKINGS.

CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND NOTIFY THE

OWNER AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE

BEGINNING OF WORK.

DIMENSIONS INDICATED ARE TO FACES OF CMU/STUDS/STRUCTURE

MATERIALS AND GRID LINES (TYPICAL), UNLESS NOTED OTHERWISE.

PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS.

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

FOR COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING

NECESSARY FRAMING, BLOCKING, ETC.

ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH ALL REQUIREMENTS OF AMERICANS WITH

DISABILITIES ACT GUIDELINES AND ALL CODES AND REGULATIONS

HAVING JURISDICTION, THE MOST STRINGENT SHALL PREVAIL.

PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA

REQUIREMENTS.

A.

B.

C.

D.

E.

F.

G.

FLOOR PLAN LEGEND AND NOTES #

FALL DETERRENT, REFER TO SHEET AS312 FOR DETAILS. PROVIDE

ABOVE SPANDREL ON ALL EXTERIOR WALLS ABOVE GROUND TIER.

ALSO PROVIDE WHERE GRADE IS 20'-0" BELOW TOP OF SPANDREL AS

INDICATED.

LIGHT POLES MOUNTED ABOVE STRUCTURAL ELEMENTS, REFER

TO ELECTRICAL DRAWINGS. (TBD)

PROVIDE OSHA COMPLIANT ELEVATOR PIT LADDER.

SNOW REMOVAL GATE OPENING, REFER TO STRUCTURAL FOR

ADDITIONAL INFORMATION.

1.

2.

3.

4.

FCO

FE

SMOKE PARTITION

2 HR. - FIRE SEPARATION

FLOOR CLEAN OUT, REFER TO PLUMBING.

FIRE EXTINGUISER, REFER TO SPECIFICATIONS.

GD GARAGE DRAIN, REFER TO PLUMBING.

AS201

AS201

AS202

AS202

A A

B

C

FE

A.A

A.1

1.2 1.4 1.7

AS311

AS311

B.7

7.8

DOWN TO LEVEL 2

45' - 4" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 35' - 0" 10' - 4"

250' - 8"

8'

0'

10' - 8" 9' - 8" 10' - 8" 14' - 4" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 45' - 4"

250' - 8"

6'

ELEV 1

LOBBY

STAIR #1

AS401

Sim

FUTURE ELEV

LEVEL 2 BELOW

ISOMETRIC KEYPLAN - LEVEL 3

LEVEL 2

+11'-4"

LEVEL 1

0'-0"

LEVEL 3

+22'-8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

V A

N o rt h C h ic a g o ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/7

/2

:3

:4

A

M

AS103

LEVEL 3 FLOOR PLAN

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 TS KN

BID DOCUMENT

NOT SPRINKLERED

Carl Walker, a Division ofWGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

SCALE: 3/32" = 1'-0"AS103

1 LEVEL 3 FLOOR PLAN

SS

S

1. ON FLAT ROOFS MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT ON ROOF.

PROVIDE TAPERED RIGID INSULATION CRICKETS AT 1/4" PER FOOT SLOPE.

2. REFER TO STRUCTURAL DRAWINGS FOR BEARING POINTS OF SLOPING

STRUCTURE.

3. ROOFING SUPPLIERS, MANUFACTURERS, & INSTALLERS SHALL REVIEW ALL

ROOFING DETAILS & ADVISE ARCHITECT ON ANY RECOMMENDED CHANGES.

UNLESS NOTIFIED OTHERWISE, ROOFING SUPPLIERS, MANUFACTURERS AND

INSTALLERS WILL BE ASSUMED TO HAVE REVIEWED AND APPROVED THE

DETAILS SHOWN.

4. PROVIDE FLASHING AT ALL CONDUIT & HVAC LINES PENETRATING THE ROOF.

5. CONTRACTOR & ALL SUBTRADES SHALL BE AWARE & EXERCISE THE

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

THIS SHALL INCLUDE ALL DELETERIOUS MATERIALS, TOOLS.

ROOF PLAN NOTES

GENERAL ROOF PLAN NOTES

ROOFING MEMBRANE OVER TAPERED INSULATION, REFER TO

SPECIFICATIONS.

ROOF CRICKET.

NOT USED

METAL COPING, REFER TO SPECIFICATIONS.

OVERFLOW SCUPPER AND DOWNSPOUT, REFER TO SPECIFICATIONS.

EXHAUST FAN, REFER TO MECHANICAL DRAWINGS.

TAKE ROOF MEMBRANE UP 1'-0" MIN. TO TERMINATION BAR AND SEALANT.

1.

2.

3.

4.

5.

6.

7.

A A

B B

C C

AS121

AS121

A.A

A.1

1.2 1.4 1.7

B.7

7.8

AS203

AS401

AS401

AS601

A

A.A

A.1

1.2 1.4 1.7

1 1

AS311

TYP.

TYP.

AS601

TYP.

AS311

TYP.

1/4" / 12" 1/4" / 12"

1/4" / 12"

AS402

AS402

C

B.7

7.8

TYP.

/4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

V A

N o rt h C h ic a g o ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/7

/2

:3

:4

A

M

AS121

ROOF PLAN

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 TS KN

BID DOCUMENT

NOT SPRINKLERED

Carl Walker, a Division ofWGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

SCALE: 1/16" = 1'-0"AS121

1 ROOF PLAN

SCALE: 1/4" = 1'-0"AS121

2 ENLARGED ROOF PLAN - STAIR #1

SCALE: 1/4" = 1'-0"AS121

3 ENLARGED ROOF PLAN - STAIR #2

LEVEL 1

716' - 4"

LEVEL 2

727' - 8"

LEVEL 3

739' - 0"

A B C

A.A

A.1

AS311

FD-1, TYP.

AS203

FD-1, TYP.

9' - 7 1/4" 3' - 0 3/4" 6' - 0" 2' - 0" 6' - 0" 2' - 0"2' - 0" 5' - 0" 6' - 0" 2' - 0"2' - 0" 6' - 8"

3' - 4 1/4"

6' - 8" 2' - 0"

2' - 0" 6' - 0" 1' - 0"

2' - 0" 2' - 8" 8' - 0" 1' - 4" 6' - 0" 2' - 0"

2' - 0" 4' - 0" 2' - 0" 6' - 0" 2' - 0" 5' - 0"

8'

" 8'

OPEN TO BEYOND

OPEN TO BEYOND

8' - 8" 8' - 8" 8' - 8" 10' - 5" 7' - 7"

CJCJ

CJ TYP.

CJ,

TYP.

AS312

CJCJ

36' - 0"

MP-1

3' - 8" 6' - 0" 3' - 0" 6' - 0" 2' - 0" 6' - 0" 2' - 0"

2' - 0"

5' - 0" 6' - 0" 2' - 0" 2' - 0"

6' - 8"

4'

4'

4'

LEVEL 1

716' - 4"

LEVEL 2

727' - 8"

LEVEL 3

739' - 0"

2345678 11.21.41.7

AS311

CP-1, TYP.

PC-1, TYP. PC-2, TYP.

FD-1, TYP.

AS203

3'

4'

EQ. 2' - 0" EQ.

5'

5'

6'

7'

7'

9' - 8" 2' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0" 9' - 8"

5' - 0"

2' - 0"

2' - 0" 2' - 0"

6' - 8"2' - 0"6' - 0" 2' - 0"

1' - 8"

2' - 0"

2' - 0"

2' - 0"

2' - 0"9' - 8"

2' - 0"

2' - 0"

2' - 0"

5' - 8"5' - 4" 6' - 0" 5' - 0" 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0" 5' - 0" 6' - 0" 5' - 4"

29' - 4"

4'

5' - 8" 2' - 0"

2' - 0" 2' - 0"

9' - 8" 2' - 0"

2' - 0"

2' - 0"

2' - 0"

OPEN TO BEYONDOPEN TO BEYOND

OPEN TO BEYOND

OPEN TO BEYOND

OPEN TO BEYOND

OPEN TO BEYONDOPEN TO BEYOND

4'

4 '

4'

4'

4'

4'

EQEQEQ EQEQEQ

EQEQEQ

EQEQEQ

EQEQEQEQEQEQ

CJCJ

CJCJCJCJCJCJCJCJCJCJ

RJ TYP. RJ TYP.

RJ TYP.

RJ TYP.

RJ TYP.

RJ TYP.RJ TYP.

3'

EQ. 2' - 0" EQ.5' - 0"

2' - 0"

2' - 0" 2' - 0"

6' - 8"2' - 0"6' - 0"2' - 0" 1' - 8"

RJ TYP. RJ TYP.

4 '

EXTERIOR FINISH LEGEND

NOTE: CONCRETE FINISH SHALL BE PC-1 UNLESS NOTED OTHERWISE

PRECAST CONCRETE (RED TO MATCH BRICK)

RE: SCHEDULE FOR FINISHES SPEC. SECTION

DESCRIPTIONCODE

PC-2

FALL DETERRENT SCREENSFD - 1

PRECAST CONCRETE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PC-1

PRECAST CONCRETE COPING, REFER TO SPECIFICATIONSMC-1

CAST IN PLACE CONCRETE - ALL EXPOSED

SURFACES TO BE RUBBED FINISH

RE: SCHEDULE FOR FINISHES SPEC. SECTION

CP-1

REFERS TO SHEETS AS201, AS202, AS203, AS204, AND AS205

CJ CONTROL JOINT, REFER TO DETAIL ON SHEET 10/AS311CJ

MP-1 METAL PANEL, REFER TO SPECIFICATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

V A

N o rt h C h ic a g o ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/7

/2

:3

:5

A

M

AS201

BUILDING ELEVATIONS

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 TS KN

BID DOCUMENT

NOT SPRINKLERED

Carl Walker, a Division ofWGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

SCALE: 1/8" = 1'-0"AS201

2 WEST ELEVATION

SCALE: 1/8" = 1'-0"AS201

1 NORTH ELEVATION

NOT TO SCALEAS201

3 3D NORTHWEST ISOMETRIC

EXTERIOR FINISH LEGEND

NOTE: CONCRETE FINISH SHALL BE PC-1 UNLESS NOTED OTHERWISE

PRECAST CONCRETE (RED TO MATCH BRICK)

RE: SCHEDULE FOR FINISHES SPEC. SECTION

DESCRIPTIONCODE

PC-2

FALL DETERRENT SCREENSFD - 1

PRECAST CONCRETE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PC-1

PRECAST CONCRETE COPING, REFER TO SPECIFICATIONSMC-1

CAST IN PLACE CONCRETE - ALL EXPOSED

SURFACES TO BE RUBBED FINISH

RE: SCHEDULE FOR FINISHES SPEC. SECTION

CP-1

REFERS TO SHEETS AS201, AS202, AS203, AS204, AND AS205

CJ CONTROL JOINT, REFER TO DETAIL ON SHEET 10/AS311CJ

MP-1 METAL PANEL, REFER TO SPECIFICATIONS

LEVEL 1

716' - 4"

LEVEL 2

727' - 8"

LEVEL 3

739' - 0"

ABC

AS311

B.7

AS203

5 PL-1

FD-1

PC-2

CP-1

4'

LEVEL 1 @ ST#2

719' - 1"

5' - 9" 2' - 0"2' - 0" 6' - 8" 2' - 0" 4' - 0" 3' - 0" 2' - 0"2' - 0" 5' - 0" 2' - 0" 2' - 8" 4' - 8" 2' - 0"2' - 0"2' - 0" 6' - 0" 4' - 4" 5' - 0" 2' - 0" 5' - 0" 2' - 0" 6' - 0" 2' - 0" 6' - 8" 2' - 0"2' - 0"2' - 0" 5' - 0"

7'

7'

LEVEL 2 @ ST#2

730' - 5"

OPEN TO BEYONDOPEN TO BEYOND

EQ EQ EQ EQ

EQ EQ

CJ

CJ CJ CJ

CJ TYP.CJ TYP.

LEVEL 1

716' - 4"

LEVEL 2

727' - 8"

LEVEL 3

739' - 0"

2 3 4 5 6 7 81 1.2 1.4 1.7

AS311

AS311

AS311

AS312

7.8

AS204

37' - 0"

LEVEL 1 @ ST#2

719' - 1"

4'

T Y

P

4'

47' - 0"

2'

1'

6'

7'

4' - 0"2' - 0"2' - 0"2' - 0"9' - 8"2' - 0"2' - 0"2' - 0"3' - 7 1/4"

9' - 8"

2' - 0"2' - 0"

2' - 0"

2' - 0"2' - 0"

9' - 8"

3' - 7"2' - 0"2' - 0"2' - 0"6' - 8"2' - 0"6' - 0"2' - 0"3' - 0"

3' - 5" 2' - 0"2' - 0"2' - 0" 9' - 8" 2' - 0"2' - 0"2' - 0" 4' - 3"9' - 8"2' - 0"2' - 0"

2' - 0"

2' - 0"2' - 0"9' - 8"

LEVEL 2 @ ST#2

730' - 5"

OPEN TO BEYOND

OPEN TO BEYOND

OPEN TO BEYOND

OPEN TO BEYOND

OPEN TO BEYOND

OPEN TO BEYOND

4 ' - 9 "

4'

4'

EQ EQ EQEQ EQ EQ

EQEQEQEQEQEQ9' - 7" 10' - 0" 9' - 8"

EQEQEQEQ

CJCJCJCJCJCJ

CJCJCJCJ

CJCJCJCJ

RJ TYP.

RJ TYP.

RJ TYP.RJ TYP.

RJ TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

V A

N o rt h C h ic a g o ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/7

/2

:3

:0

A

M

AS202

BUILDING ELEVATIONS

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 TS KN

BID DOCUMENT

NOT SPRINKLERED

Carl Walker, a Division ofWGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

NOT TO SCALEAS202

3 3D SOUTHEAST ISOMETRIC

SCALE: 1/8" = 1'-0"AS202

2 EAST ELEVATION

SCALE: 1/8" = 1'-0"AS202

1 SOUTH ELEVATION

PRECAST CONCRETE (RED TO MATCH BRICK)

RE: SCHEDULE FOR FINISHES SPEC. SECTION

DESCRIPTIONCODE

PC-2

FALL DETERRENT SCREENSFD - 1

PRECAST CONCRETE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PC-1

PRECAST CONCRETE COPING, REFER TO SPECIFICATIONSMC-1

CAST IN PLACE CONCRETE - ALL EXPOSED

SURFACES TO BE RUBBED FINISH

RE: SCHEDULE FOR FINISHES SPEC. SECTION

CP-1

REFERS TO SHEETS AS201, AS202, AS203, AS204, AND AS205

CJ CONTROL JOINT, REFER TO DETAIL ON SHEET 10/AS311CJ

MP-1 METAL PANEL, REFER TO SPECIFICATIONS

LEVEL 1

716' - 4"

LEVEL 2

727' - 8"

LEVEL 3

739' - 0"

ROOF PLAN

750' - 3"

Level 4 748' - 3"

AS401

A

A.AA.1

LEVEL 1

716' - 4"

LEVEL 2

727' - 8"

LEVEL 3

739' - 0"

ROOF PLAN

750' - 3"

Level 4 748' - 3"

AS401

A

MC, TYP.

2'

8'

2'

8'

2'

8'

A.A A.1

PC-2, TYP.

SF-1

SF-1

SF-1

SF-1

9/

8"

SIM. SIM.

PC-1, TYP.

SF-1 SF-1

LEVEL 1

716' - 4"

LEVEL 2

727' - 8"

LEVEL 3

739' - 0"

AS401

SF-1

SF-1

SF-3

2' - 8" 8' - 0" 2' - 8" 7' - 0" 2' - 8" 7' - 11"

101A

1.21.41.