S02 - ATTACHMENT 12 - Combined Drawings 2 of 6 - EHRM Upgrades Chicago.pdf

PDF 23 MB Posted

Attached to
EHRM Infrastructure Upgrades West Campus – North Chicago - Construction Federal contract opportunity
Solicitation number
36C77623B0019
Issued by
Department of Veterans Affairs Technology Acquisition Center Austin

About this file

This file is an attachment related to a federal contract opportunity for EHRM Infrastructure Upgrades West Campus – North Chicago construction issued by the Department of Veterans Affairs Technology Acquisition Center Austin. The solicitation number is 36C77623B0019 and seeks construction services to upgrade infrastructure at the West Campus of the North Chicago VA medical center. The attachment appears to contain combined drawings for the construction project but does not provide further details on response requirements, pricing terms, or deadlines.

View the file

Other files for this federal contract opportunity

Other files attached to EHRM Infrastructure Upgrades West Campus – North Chicago - Construction, newest first.
File Type Posted
36C77623B0019 0010 - EHRM N Chicago West - Conference Line_Wage Rates_52.204-27.pdf PDF
Updated Wage Rates - Lake County - 06.30.23.pdf PDF
36C77623B0019 0009 - Note and Site Visit 2 Sign In Sheet.pdf PDF
Site Visit 2 Sign-In Sheet - 556-21-701 EHRM West Campus.pdf PDF
S02 - 36C77623B0019 0008 - Extension and Additional Site Visit.pdf PDF
556-21-701 EHRM West PreBid RFIs 20JUN23.pdf PDF
Revised Drawing Sheet GS007 - Item 133.pdf PDF
36C77623B0019 0007 - EHRM North Chicago (West) - Revised RFI Responses.pdf PDF
36C77623B0019 0006 - EHRM North Chicago (West) - Technical Questions.pdf PDF
36C77623B0019 0005 - EHRM North Chicago (West) - Extension 6.26.23.pdf PDF
36C77623B0019 0004 - EHRM North Chicago (West) - Extension 3.16.23.pdf PDF
36C77623B0019 0003 - EHRM North Chicago (West) - Extension.pdf PDF
36C77623B0019 0003 - Updated Wage Rates - Lake County - 05.12.23.pdf PDF
36C77623B0019 0002 - Site Visit Sign-In Sheet - North Chicago (West).pdf PDF
West Campus Site Visit sign in sheet May 15 2023.pdf PDF
01 45 29 Testing Laboratory Services.pdf PDF
36C77623B0019 0001 - EHRM North Chicago (West) - Addendum 01.pdf PDF
Addendum 001.pdf PDF
00 01 10- Table of Contents.pdf PDF
01 35 26 Safety Requirements.pdf PDF
01 35 33 Infection Control Requirements.pdf PDF
26 05 33 Raceway and Boxes for Electrical Systems.pdf PDF
27 51 16 Public Address and Mass Notification.pdf PDF
27 05 33 Raceways and Boxes for Communication Systems.pdf PDF
27 52 23 Nurse call.pdf PDF
01 00 00 General Requirements.pdf PDF
01 33 23 Shop Drawings Product Data and Samples.pdf PDF
01 91 00 General Commissioning Requirements.pdf PDF
S02 - ATTACHMENT 3 - EHRM North Chicago-100 Cost Narrative.pdf PDF
S02 - ATTACHMENT 18 - Limitations on Subcontracting - Jan 2023.pdf PDF
S02 - ATTACHMENT 19 - Contractor Safety - Environmental Form.pdf PDF
S02 - ATTACHMENT 20 - Wage Rates - Lake County - 01.20.23.pdf PDF
S02 - ATTACHMENT 4 - Environmental Comb - EHRM Upgrades Chicago.pdf PDF
S02 - ATTACHMENT 5 - 01 35 33 Infection Control Requirements FHCC 15NOV22.pdf PDF
S02 - ATTACHMENT 8 - Mechanical Calculations - EHRM Upgrades Chicago.pdf PDF
S02 - ATTACHMENT 16 - Combined Drawings 6 of 6 - EHRM Upgrades Chicago.pdf PDF
S02 - ATTACHMENT 22 - Illinois Tax Memo - 1.26.2023.pdf PDF
S02 - SOLICITATION - 36C77623B0019_1 North Chicago EHRM (West Campus).pdf PDF
S02 - ATTACHMENT 1 - 556-21-701 Bid Specifications - Final.pdf PDF
S02 - ATTACHMENT 2 - Chicago EHRM - Design Narratives.pdf PDF
S02 - ATTACHMENT 6 - Safety Requirements.pdf PDF
S02 - ATTACHMENT 11 - Combined Drawings 1 of 6 - EHRM Upgrades Chicago.pdf PDF
S02 - ATTACHMENT 14 - Combined Drawings 4 of 6 - EHRM Upgrades Chicago.pdf PDF
S02 - ATTACHMENT 17 - Brand Name Justification - Redacted.pdf PDF
S02 - ATTACHMENT 7 - Mechanical Equipment - EHRM Upgrade Chicago.pdf PDF
S02 - ATTACHMENT 9 - ICRA Form - EHRM Upgrades Chicago.pdf PDF
S02 - ATTACHMENT 10 - 556-21-701 EHRM West Const SOW 20 DEC22.pdf PDF
S02 - ATTACHMENT 13 - Combined Drawings 3 of 6 - EHRM Upgrades Chicago.pdf PDF
S02 - ATTACHMENT 15 - Combined Drawings 5 of 6 - EHRM Upgrades Chicago.pdf PDF
S02 - ATTACHMENT 21 - Site Visit Instructions.pdf PDF
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Text version

EROSION CONTROL PLAN NW

QUADRANT

GS017

M A

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H

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IN

E S

E E

S H

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T G

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MATCH LINE

SEE SHEET GS019

CALL 811 SEVENTY-TWO HOURS PRIOR TO

DIGGING, GRADING OR EXCAVATING FOR THE

MARKING OF UNDERGROUND MEMBER UTILITIES.

Know what's below.

before you dig.CallR

LEGEND

SURVEY NOTES:

EROSION CONTROL PHASING CHART

CONSTRUCTION ACCESS NOTE:

LAND DISTURBANCE:

ISSUED FOR BID & CONSTRUCTION

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number

/1

/2

1:

P

M

AMA 348CRW

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-221-701

CAPTAIN JAMES A. LOVELL FHCC

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

SPUR #: 2113

No. REVISION DESCRIPTION DATE

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N

TR

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E D

U N

C

LA

S S

IF

IE

D

IN

FO

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M A

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ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

www.olsson.comTEL 417.890.8802

550 St. Louis St.

Springfield, MO 65806 Olsson # 021-06005

Olsson, Inc. Engineering IL State Cert. of Authority 184.003968-0010

GIS PROVIDED BACKGROUND

SHOWN ON THIS SHEET

exp. 11/30/2023

EROSION CONTROL PLAN NE QUADRANT

GS018

M A

TC

H

L

IN

E S

E E

S H

E E

T G

S

MATCH LINE

SEE SHEET GS020

CALL 811 SEVENTY-TWO HOURS PRIOR TO

DIGGING, GRADING OR EXCAVATING FOR THE

MARKING OF UNDERGROUND MEMBER UTILITIES.

Know what's below.

before you dig.CallR

SURVEY NOTES:

EROSION CONTROL PHASING CHART

LEGEND

CONSTRUCTION ACCESS NOTE:

LAND DISTURBANCE:

ISSUED FOR BID & CONSTRUCTION

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number

/1

/2

1:

P

M

AMA 348CRW

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-221-701

CAPTAIN JAMES A. LOVELL FHCC

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

SPUR #: 2113

No. REVISION DESCRIPTION DATE

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N

TR

O

LL

E D

U N

C

LA

S S

IF

IE

D

IN

FO

R

M A

TI

O

N (C

U I)

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

www.olsson.comTEL 417.890.8802

550 St. Louis St.

Springfield, MO 65806 Olsson # 021-06005

Olsson, Inc. Engineering IL State Cert. of Authority 184.003968-0010

GIS PROVIDED BACKGROUND

SHOWN ON THIS SHEET

EROSION CONTROL PLAN SW QUADRANT

GS019

ISSUED FOR BID & CONSTRUCTION

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number

/1

/2

1:

P

M

AMA 348CRW

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-221-701

CAPTAIN JAMES A. LOVELL FHCC

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

SPUR #: 2113

No. REVISION DESCRIPTION DATE

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N

TR

O

LL

E D

U N

C

LA

S S

IF

IE

D

IN

FO

R

M A

TI

O

N (C

U I)

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

www.olsson.comTEL 417.890.8802

550 St. Louis St.

Springfield, MO 65806 Olsson # 021-06005

Olsson, Inc. Engineering IL State Cert. of Authority 184.003968-0010

GIS PROVIDED BACKGROUND

SHOWN ON THIS SHEET

M A

TC

H

L

IN

E S

E E

S H

E E

T G

S

MATCH LINE

SEE SHEET GS017

CALL 811 SEVENTY-TWO HOURS PRIOR TO

DIGGING, GRADING OR EXCAVATING FOR THE

MARKING OF UNDERGROUND MEMBER UTILITIES.

Know what's below.

before you dig.CallR

SURVEY NOTES:

EROSION CONTROL PHASING CHART

LEGEND

CONSTRUCTION ACCESS NOTE:

LAND DISTURBANCE:

EROSION CONTROL PLAN SE QUADRANT

GS020

CALL 811 SEVENTY-TWO HOURS PRIOR TO

DIGGING, GRADING OR EXCAVATING FOR THE

MARKING OF UNDERGROUND MEMBER UTILITIES.

Know what's below.

before you dig.CallR

ISSUED FOR BID & CONSTRUCTION

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number

/1

/2

1:

P

M

AMA 348CRW

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-221-701

CAPTAIN JAMES A. LOVELL FHCC

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

SPUR #: 2113

No. REVISION DESCRIPTION DATE

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N

TR

O

LL

E D

U N

C

LA

S S

IF

IE

D

IN

FO

R

M A

TI

O

N (C

U I)

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

www.olsson.comTEL 417.890.8802

550 St. Louis St.

Springfield, MO 65806 Olsson # 021-06005

Olsson, Inc. Engineering IL State Cert. of Authority 184.003968-0010

GIS PROVIDED BACKGROUND

SHOWN ON THIS SHEET

M A

TC

H

L

IN

E S

E E

S H

E E

T G

S

MATCH LINE

SEE SHEET GS018

EROSION CONTROL PHASING CHART

SURVEY NOTES:

LEGEND

CONSTRUCTION ACCESS NOTE:

LAND DISTURBANCE:

ISSUED FOR BID & CONSTRUCTION

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number

/1

/2

1:

P

M

AMA 348CRW

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-221-701

CAPTAIN JAMES A. LOVELL FHCC

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

SPUR #: 2113

No. REVISION DESCRIPTION DATE

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N

TR

O

LL

E D

U N

C

LA

S S

IF

IE

D

IN

FO

R

M A

TI

O

N (C

U I)

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

www.olsson.comTEL 417.890.8802

550 St. Louis St.

Springfield, MO 65806 Olsson # 021-06005

Olsson, Inc. Engineering IL State Cert. of Authority 184.003968-0010

GIS PROVIDED BACKGROUND

SHOWN ON THIS SHEET

GS021

EROSION CONTROL DETAILS

CALL 811 SEVENTY-TWO HOURS PRIOR TO

DIGGING, GRADING OR EXCAVATING FOR THE

MARKING OF UNDERGROUND MEMBER UTILITIES.

Know what's below.

before you dig.CallR

TEMPORARY & PERMANENT VEGETATION REQUIREMENTS:

EROSION CONTROL NOTES:

ROOT PRUNING NOTES:

NOTES:

SECTION VIEW

NOTES:

PLAN VIEW

PLAN VIEW ON GRADE OR @ SUMP

SECTION VIEW

PLAN VIEW @ END OF DRIVE

NOTE:

PLAN

SECTION

NOTES:

STAPLE

WASHOUT SIGN

NOTE:

TREE PRESERVATION NOTES

TREE PRESERVATION NOTES

EXISTING GRADE

NOTE:

DETECTABLE WARNING TAPE

CONCRETE ENVELOPE

A. WARNING TAPE SHALL BE IMPRINTED WITH THE

WORDS "WARNING - TELECOMMUNICATIONS CABLE

BELOW" AT NO MORE THAN 48" INTERVALS. TAPE

SHALL HAVE MINIMUM THICKNESS OF 0.004" AND SHALL

HAVE MINIMUM STRENGTH OF 1750 PSI. TAPE SHALL

HAVE INTEGRAL MEANS OF DETECTION BY A METAL

DETECTOR WHEN THE TAPE IS BURIED 3 FEET DEEP

AND SHALL BE MADE OF MATERIALS RESISTANT TO

DEGRADATION CAUSED BY SOIL CONDITIONS.

M A

X

1'

6"

A S

R E

Q U

IR

E

D (2

4" M

IN

IM

U M

#4 REBAR (TYPICAL)

MASONRY LEVELING BLOCKS

AT BASE OF SPACERS AS NEEDED

BASE AND INTERMEDIATE SPACERS

(48" ON CENTER)

B. REFER TO TECHNOLOGY SITE PLAN FOR ADDITIONAL

INFORMATION INCLUDING INNER DUCT REQUIREMENTS.

STANDARD DUCT BAND CONSISTS OF (4) 4"

CONDUITS. SEE SHEETS GS013 - GS016 FOR

FINAL NUMBER OF CONDUITS IN EACH ROUTE.

C. STANDARD DUCT BANK CONSISTS (4) 4" CONDUITS.

ISSUED FOR BID & CONSTRUCTION

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number

/1

/2

1:

P

M

AMA 348CRW

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-221-701

CAPTAIN JAMES A. LOVELL FHCC

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

SPUR #: 2113

No. REVISION DESCRIPTION DATE

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N

TR

O

LL

E D

U N

C

LA

S S

IF

IE

D

IN

FO

R

M A

TI

O

N (C

U I)

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

www.olsson.comTEL 417.890.8802

550 St. Louis St.

Springfield, MO 65806 Olsson # 021-06005

Olsson, Inc. Engineering IL State Cert. of Authority 184.003968-0010

GIS PROVIDED BACKGROUND

SHOWN ON THIS SHEET

GS022

DETAILS

23 1

NOTES:

ROOF STRUCTURE, RE: PLAN.

POST-INSTALLED ANCHOR TO ROOF STRUCTURE.

STRUT CHANNEL BRACE

ATTACHMENT TO EQUIPMENT / CABINET.

POST-INSTALLED ANCHOR INTO FLOOR SLAB, TYP

CONCRETE FLOOR SLAB, RE: PLAN. AVOID

DAMAGING REINFORCEMENT.

ANCHORAGE BRACKET PER EQUIPMENT

MANUFACTURER

EQUIPMENT / CABINET

1 2

5 6

CONTRACTOR SHALL PROVIDE

FINAL DESIGN IN COMPLIANCE

WITH SEISMIC REQUIREMENTS

OUTLINED IN THE SPECIFICATIONS

NOTES:

CONCRETE ANCHOR (TYP)

CONCRETE TOPPED METAL

DECK, RE: PLAN

STEEL ANGLE

THREADED ROD HANGER

NOTE: SUSPENDED LOADS AT EACH HANGER

SHALL NOT EXCEED 350 LBS.

1 2

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t 0 o n e q u a rt e r in c h o n e fo o t 0 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

VA FORM 08-6231

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2022

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L

E D

U N

C L

A S

S

IF

IE

D

I N

F O

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A T

IO

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U I)

/1

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:4 :3

P

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OF

SPUR #: 2113

ISSUED FOR BID & CONSTRUCTION

No. REVISION DESCRIPTION DATE

556-221-701

S-001

STRUCTURAL GENERAL NOTES

AuthorChecker

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

Owner

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

03_Abbreviation Schedule

Abbreviation Abbreviation Name

+/- PLUS OR MINUS

ADDNL ADDITIONAL

ADJ ADJACENT

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

AR ANCHOR ROD

ARCH ARCHITECT OR ARCHITECTURAL

B/ BOTTOM OF

B/W BETWEEN

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BWP BRACED WALL PANEL

CFS COLD FORMED STEEL

CHKD CHECKED

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CTR CENTER

db DIA OF REINF BAR, DIA OF BOLT

DBA DEFORMED BAR ANCHOR

DIA or Ø DIAMETER

DIAG DIAGONAL

DIR DIRECTION

DWL DOWEL

EA EACH

EE EXTENDED END

EJ EXPANSION JOINT

ELEV ELEVATION

EN EDGE NAILING

ENGR ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FDN FOUNDATION

FLG FLANGE

FLR FLOOR

FS FAR SIDE

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SECTION

IF INSIDE FACE

INT INTERIOR

JST JOIST

K KIPS (1000 LBS)

LCE COMPRESSION EMBEDMENT LENGTH

LCS COMPRESSION LAP SPLICE LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SLOTTED HOLE

LTE TENSION EMBEDMENT LENGTH

LTS TENSION LAP SLICE LENGTH

LW LIGHTWEIGHT

MFCR MANUFACTURER

MTL METAL

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OF OUTSIDE FACE

OPP OPPOSITE

OVS OVERSIZED

P/C PRECAST

PAF POWDER ACTUATED FASTENER

PAR PARALLEL

PEMB PRE-ENGINEERED METAL BUILDING

PEN PENETRATION

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RC REINFORCED CONCRETE

RE: REFER TO

REINF REINFORCING

REQD REQUIRED

RF RIGID FRAME

SC SLIP CRITICAL

SDS SELF DRILLING SCREW

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIR STIRRUPS

STL STEEL

SW SHEAR WALL

SYM SYMMETRIC

T&B TOP AND BOTTOM

T/ TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WP WORK POINT

WWR WELDED WIRE REINFORCEMENT

STRUCTURAL DESIGN CRITERIA (2018 IBC AND ASCE 7-16):

1. BUILDING OCCUPANCY RISK CATEGORY IV.

2. LIVE LOADS [UNIFORM (PSF) / POINT LOADS (KIPS)]:

-- ROOF:………………………………………...............20 PSF / 300#

-- OFFICES:………………….…..…............................50 PSF + 15 PSF PARTITIONS / 2.0 K

-- UPPER LEVEL CORRIDORS................................80 PSF / 2.0 K

-- GROUND LEVEL SLAB ........................................100 PSF / 2.0 K

-- STAIRS ................................................................100 PSF / 300# -- LOBBIES ..............................................................100 PSF / 2.0 K

-- ACCESS FLOOR / SERVER ROOM.....................100 PSF / 2.0 K

3. ROOF SNOW LOAD:

-- GROUND SNOW LOAD (Pg):……………………....30 PSF -- FLAT ROOF SNOW LOAD (Pf): ...........................28 PSF + DRIFT -- MIN UNIFORM ROOF SNOW LOAD (Pm):…...….24 PSF (NO DRIFT OR RAIN) -- RAIN ON SNOW SURCHARGE (Prs) ...................0 PSF -- SNOW EXPOSURE FACTOR (Ce):………………..1.0, EXPOSURE B & C -- SNOW LOAD IMPORTANCE FACTOR (Is):….......1.2 -- THERMAL FACTOR (Ct):……………………….......1.1 (just above freezing)

4. WIND DESIGN DATA:

-- BASIC WIND SPEED (3 SEC GUST):……………..119 MPH

-- WIND EXPOSURE:…………………………………..C

-- DIRECTIONALITY FACTOR (Kd) .........................0.85

5. EARTHQUAKE DESIGN DATA:

-- SEISMIC IMPORTANCE FACTOR (Ie):………......1.5

-- NONSTRUCTURAL COMPONENT IMPORTANCE

FACTOR (Ip):…….....................................…...1.5 -- MAPPED SPECTRAL RESP ACCEL (Ss / S1):…..0.102/ 0.057

-- SITE CLASS:………………………………………….D

-- SPECTRAL RESPONSE COEFF (Sds / Sd1):……0.109/0.091

-- SEISMIC DESIGN CATEGORY:……………………C

-- SEISMIC FORCE RESISTING SYSTEM:…………NON-BUILDING STRUCTURE

(ASCE 7-16 TABLE 15.4-2)

-- SEISMIC RESPONSE COEFF (Cs):……………….0.1306

-- ANALYSIS PROCEDURE:…………………………..ELF

6. GUARD RAILS:.........................................................50 PLF, AND/OR 200#

CONCENTRATED LOAD APPLIED IN ANY DIRECTION.

STRUCTURAL GENERAL NOTES:

1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE "INTERNATIONAL

BUILDING CODE, 2018 EDITION" AND ALL APPLICABLE VA DOCUMENTS,

INCLUDING HANDBOOK 18-8. REFER TO THE SPECIAL STRUCTURAL

INSPECTION NOTES FOR ADDITIONAL REQUIREMENTS.

2. CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING

CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT

IMMEDIATELY.

3. IF DISCREPANCIES EXIST BETWEEN STRUCTURAL PLANS, ARCHITECTURAL

PLANS, OTHER PLANS, OR SPECIFICATIONS, THE CONTRACTOR OR

SUBCONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR CLARIFICATION

FROM THE ARCHITECT AND/OR ENGINEER PRIOR TO PROCEEDING WITH THE

WORK

4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE

AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE

CONTRACTOR'S RESPONSIBILITY TO EXECUTE AND DETERMINE FINAL

ERECTION PROCEDURES, SEQUENCING AND TO INSURE THE SAFETY OF THE

BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES

WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYING OR TIE

DOWNS WHICH MIGHT BE NECESSARY.

5. THE STRUCTURE AND FOUNDATIONS ARE DESIGNED FOR A ONE-STORY

ADDITION.

6. FABRICATORS AND SUPPLIERS SHALL CLEARLY NOTE AND HIGHLIGHT

CHANGES MADE IN SHOP DRAWINGS, WHICH DO NOT COMPLY WITH THE

CONTRACT DOCUMENTS.

7. COLUMNS, BEAMS, JOISTS, OR TRUSSES SHALL NOT BE FIELD CUT OR

TRIMMED FOR ANY REASON WITHOUT THE WRITTEN APPROVAL OF THE

ARCHITECT/ENGINEER.

8. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE DRAWINGS MUST BE

REVIEWED BY THE ARCHITECT BEFORE PLACEMENT THROUGH STRUCTURAL

MEMBERS.

9. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR

LOCATIONS DO NOT COINCIDE WITH EQUIPMENT SHOWN ON THE PLANS,

COORDINATE ADJUSTMENTS WITH THE ARCHITECT.

10. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION

MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

11. BEAMS, COLUMNS, WALLS AND FOOTING CENTERS SHALL BE CENTERED

UNDER SUPPORTING MEMBERS (TYPICAL UNLESS NOTED).

12. FOR DEFERRED SUBMITTALS (E.G. HELICAL PILES AND SEISMIC BRACING),

SHOP DRAWINGS AND CALCULATIONS SEALED BY A STRUCTURAL ENGINEER

LICENSED TO PRACTICE IN THE JURISDICTION OF THE PROJECT SHALL BE

FURNISHED TO THE ENGINEER OF RECORD FOR REIVEW.

13. TYPICAL DETAILS ARE SHOWN ON SHEETS DESIGNATED "S0XX". THE

INCLUDED TYPICAL DETAILS MAY OR MAY NOT BE CUT / REFERENCED ON

PLANS OR SECTIONS, BUT ARE TO BE USED AS APPLICABLE.

STRUCTURAL STEEL:

1. SUBMIT SHOP DRAWINGS FOR STEEL.

STRUCTURAL STEEL SHAPES AND PLATE MATERIAL REQUIREMENTS (TYPICAL

UNLESS NOTED OTHERWISE):

a. WIDE FLANGE SHAPES - ASTM A992 (FY = 50 KSI MIN.)

b. CHANNELS, ANGLES, AND PLATES: - ASTM A36 (FY = 36 KSI MIN)

c. ROUND HSS - ASTM A500, GR B (FY = 42 KSI)

d. RECTANGULAR HSS - ASTM A500, GR B (FY = 46 KSI)

e. PIPE - ASTM A53, GR B (FY = 35 KSI)

f. ANCHOR RODS - ASTM F1554 (FY = 36 KSI MIN.),

2. STRUCTURAL STEEL SHALL BE NEW AND MEET THE 13TH EDITION A.I.S.C.

“SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS AND BRIDGES”, AND THE

“CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND BRIDGES”,

EXCLUDING SECTION 4.4.1.B.

3. THE STRUCTURAL STEEL FABRICATOR SHALL BE AN AISC QUALITY CERTIFIED

COMPANY FOR THE CATEGORY OF WORK IN THIS PROJECT OR PROVIDE A

QUALITY ASSURANCE PLAN AND SPECIAL INSPECTIONS AS DEFINED IN THE CODE.

4. USE STANDARD AISC FRAMING CONNECTIONS WITH A325-N BOLTS, F436

WASHERS, AND A563 HEAVY-HEX NUTS AS REQUIRED, UNLESS NOTED

OTHERWISE.

5. BOLTS IN MOMENT AND BRACED FRAME CONNECTIONS SHALL BE PRE-

TENSIONED. ALL A490 BOLTS SHALL BE PRE-TENSIONED. OTHER BOLTED

CONNECTIONS USING A325 BOLTS MAY BE SNUG-TIGHTENED, UNLESS NOTED

OTHERWISE.

6. STEEL BEAMS SHALL BE FABRICATED WITH MILL CAMBER UP.

7. WELDING SHALL CONFORM TO THE CURRENT AND APPLICABLE AWS

STANDARDS AND BE COMPLETED BY AN AWS CERTIFIED WELDER. ALL WELDS

SHALL UTILIZE E70xx ELECTRODES. SHOP DRAWINGS SHALL SHOW FIELD WELDS, AS APPROPRIATE.

a. AWS D1.1 - STRUCTURAL WELDING CODE - STEEL

b. AWS D1.3 - STRUCTURAL WELDING CODE - SHEET STEEL

c. AWS D1.6 - STRUCTURAL WELDING CODE - STAINLESS STEEL

8. WELD SIZES SHALL BE INCREASED TO MEET THE REQUIRED EFFECTIVE

THROAT WIDTH IF GAPS EXIST AT THE FAYING SURFACE

9. NO COLUMN OR BEAM SPLICES, UNLESS CLEARLY INDICATED ON THE

STRUCTURAL DRAWINGS, WILL BE ALLOWED WITHOUT WRITTEN APPROVAL OF

THE STRUCTURAL ENGINEER.

10. SEE ARCHITECTURAL PLANS FOR FIREPROOFING & FINISHING

REQUIREMENTS, AND COORDINATE STEEL PRIMING & COATINGS ACCORDINGLY.

11. GROUT WHERE INDICATED ON PLANS AT BASE PLATES SHALL BE NON-

METALLIC NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT

28 DAYS CONFORMING TO ASTM C1107

12. ALL POST-INSTALLED ANCHORS WHERE NOTED SHALL BE MANUFACTURED BY

SIMPSON STRONG-TIE OR HILTI, INC. AND INSTALLED PER MANUFACTURER'S

SPECIFICATIONS. SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW AND

APPROVAL WITH APPROPRIATE IC-ES EVALUATION REPORTS.

13. ALL STEEL NOT PROTECTED FROM WEATHER AND WHOLLY WITHIN A

CONDITIONED SPACE (INCLUDING ALL MASONRY LINTELS) SHALL BE HOT DIPPED

GALVANIZED PER ASTM A123.

SPECIAL INSPECTIONS

1. PROVIDE SPECIAL STRUCTURAL INSPECTIONS AND VERIFICATIONS BY A

THIRD PARTY MEETING THE REQUIRMENTS OF CHAPTER 17 OF THE

BUILDING CODE AND THE BUILDING OFFICAL.

2. SPECIAL INSPECTORS SHALL BE QUALIFIED AND FURNISH THEIR

REPORTS IN A TIMELY MANNER TO THE CONTRACTOR, BUILDING OFFICALS,

ARCHITECT, AND/R ENGINEER

3. SHOULD INSPECTOR IDENTIFY ANY DISCREPANCY, THEY SHAL NOTIFY

CONTRACTOR FIRST, AND THEN ARCHT/ ENGINEER IMMEDIATELY

THEREAFTER IF CORRECTIVE ACTION IS NEEDED.

4. SPECIAL INSPECTIONS AS REQUIRED BY CODE:

A. STEEL: SECTION 1705.2, AISC 360, AND TABLE 1705.2.2. PERIODIC

OBSERVATIONS OF CONNECTION, ALL BRACED-FRAME CONNECTIONS,

WELDERS & FIELD WELDING.

B. CONCRETE: SECTION 1705.3 AND TABLE 1705.3 CONCRETE MATERIAL

SAMPLING AND TESTING, REBAR OBSERVATIONS. TAKE SET OF (3)

CYLINDERS FOR EVERY 50 C.Y., BUT NOT LESS THAN ONE SET OF

SAMPLES PER DAY'S WORK AND PER MIX.

C. EARTHWORK: FOUNDATION BEARING, EXCAVATION, FILL PLACEMENT.

3/4" = 1'-0"

CONCEPTUAL EQUIPMENT BRACING AND ANCHORAGE DETAILS1

1 1/2" = 1'-0"

CONCEPTUAL HANGER ATTACHMENT DETAIL

4 69

KEY PLAN

G R

E E

N B

A Y

R O

A D

BUCKLEY ROAD

N

202 201

205206

LEVEL 1 ROOF

LEVEL 1

ROOF

LEVEL 2 SLOPED

TRAMWAY

TRAMWAY

GROUND

LEVEL 1 ROOF

LEVEL 1 ROOF LEVEL 1 ROOF

LEVEL 2 ROOF

LEVEL 2 ROOF

UPPER

PENTHOUSE

LEVEL 3

ROOF

LEVEL

ROOF

LEVEL

ROOF

LEVEL 2 ROOF

LOWER

LEVEL 2 ROOF LOWER

TRAMWAY

SLOPED

301-4

SW-3-05

302-4

MECHANICAL

ATTIC

STAIR

LEVEL

ROOF

LEVEL 2

ROOF

LEVEL 2

ROOF

TRAMWAY

LEVEL 2 ROOF

LEVEL

2 ROOF

LOWER

PENTHOUSE

LEVEL 1

ROOF

LEVEL 1 ROOF

OVER

HANG

LEVEL 2 ROOF UPPER

SLOPED

LEVEL 1 ROOF LEVEL 2 ROOF

LEVEL 4

ROOF

LEVEL 4

ROOF

LEVEL 4

ROOF

LEVEL 4

ROOF

LEVEL 4 ROOF

LEVEL 4

ROOF

LEVEL 4

ROOF PENTHOUSE

PLAN NOTES:

ROOF STRUCTURE IS 2" PRECAST CONCRETE PLANKS. ANCHOR EQUIPMENT

RAILS W/ 1/4" TAPCON SCREWS x 1 1/2" LONG @ 12” AROUND THE RAIL BASE

ROOF STRUCTURE IS UNKNOWN. CONTRACTOR TO COORDINATE EXISTING ROOF

STRUCTURE W/ STRUCTURAL ENGINEER DURING CONSTRUCTION

ROOF STRUCTURE IS COMPRISED OF STEEL BAR JOISTS @ 4'-0"OC. ROOF

DECKING IS UNKNOWN, IT IS ASSUMED TO BE 2" PRECAST CONCRETE SIMILAR

TO BUILDING 3. ANCHOR EQUIPMENT RAILS TO CONC W/ 1/4" DIA TAPCON

SCREWS X 1.5" LONG @ 12" OC AROUND PERIMETER OF RAIL BASE. IF ROOF

DECKING IS METAL DECK, CONTRACTOR TO CONFIRM THAT IT IS 1.5" THICK MIN.

FASTEN TO METAL DECK W/ #12 SCREWS @ 6" OC AROUND PERIMETER OF BASE.

ROOF STRUCTURE IS ONE WAY CONCRETE JOIST CONSTRUCTION.

CONTRACTOR TO CONFIRM THAT JOIST CONSTRUCTION MATCHES THE

PRESUMED LAYOUT SHOWN IN 3/S-203. CONTACT ENGINEER IF JOIST SIDE OR

SLAB THICKNESS ARE SMALLER THAN PRESUMED. ANCHOR EQUIPMENT RAILS

TO CONC W/ 1/4" DIA TAPCON SCREWS X 1.5" LONG @ 12" OC AROUND

PERIMETER OF RAIL BASE.

SHEET NOTES:

A. REFERENCE SHEET S00x FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES & DETAILS

FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t 0 o n e q u a rt e r in c h o n e fo o t 0 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

VA FORM 08-6231

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2022

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L

E D

U N

C L

A S

S

IF

IE

D

I N

F O

R M

A T

IO

N

C

U I)

/1

/2

:4 :3

P

M

OF

SPUR #: 2113

ISSUED FOR BID & CONSTRUCTION

No. REVISION DESCRIPTION DATE

556-221-701

S-201

BLDG 3, 4, 6, & 131 - ROOF PLANS

AuthorChecker

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

Owner

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

1" = 30'-0"

B3 - ROOF PLAN

11" = 30'-0"

B4 - ROOF PLAN

21" = 30'-0"

B6 - ROOF PLAN

1" = 30'-0"

B131 - ROOF PLAN

KEY PLAN

G R

E E

N B

A Y

R O

A D

BUCKLEY ROAD

N

202 201

205206

LEVEL 4

ROOF

LEVEL 2 ROOF

LEVEL 3

ROOF

UPPER

LEVEL 2 ROOF

LEVEL 4

ROOF

LEVEL 3 ROOF UPPER

LEVEL 4

ROOF

LEVEL 3 ROOF

UPPER

PENTHOUSE

LEVEL 1 ROOF

LEVEL 2

ROOF

LEVEL 3 ROOF

LEVEL 3 ROOF

LEVEL 3

ROOF

LEVEL 3

ROOF

LOWER

PENTHOUSE

LEVEL 3 ROOF

LEVEL 3 ROOF

LOWER

LEVEL 3 ROOF

LOWER

LEVEL 3

ROOF

LOWER

LEVEL 1

ROOF

LEVEL 2

ROOF

LEVEL 4

ROOF

LEVEL 4 ROOF

LEVEL 1 ROOF

LEVEL 3 ROOF

LEVEL 4 ROOF

LEVEL 1

ROOF

LEVEL 1

ROOF

LEVEL 1

ROOF

LEVEL 2 ROOF

LEVEL 1

ROOF

LEVEL 1 ROOF

LOWER

LEVEL 1 ROOF

LEVEL 2

ROOF

GROUND

PH-EL-CL02

1 1

1 1

SHEET NOTES:

A. REFERENCE SHEET S00x FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES & DETAILS

FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t 0 o n e q u a rt e r in c h o n e fo o t 0 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

VA FORM 08-6231

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2022

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

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SPUR #: 2113

ISSUED FOR BID & CONSTRUCTION

No. REVISION DESCRIPTION DATE

556-221-701

S-202

BLDG 133 - ROOF PLAN

AuthorChecker

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

Owner

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

1" = 30'-0"

B133 - ROOF PLAN1

PLAN NOTES:

ROOF STRUCTURE IS UNKNOWN. CONTRACTOR TO COORDINATE EXISTING

ROOF STRUCTURE W/ STRUCTURAL ENGINEER DURING CONSTRUCTION

ROOF STRUCTURE IS ONE WAY CONCRETE JOIST CONSTRUCTION.

CONTRACTOR TO CONFIRM THAT JOIST CONSTRUCTION MATCHES THE

PRESUMED LAYOUT SHOWN IN 3/S-203. CONTACT ENGINEER IF JOIST SIDE OR

SLAB THICKNESS ARE SMALLER THAN PRESUMED. ANCHOR EQUIPMENT RAILS

TO CONC W/ 1/4" DIA TAPCON SCREWS X 1.5" LONG @ 12" OC AROUND

PERIMETER OF RAIL BASE.

KEY PLAN

G R

E E

N B

A Y

R O

A D

BUCKLEY ROAD

N

202 201

205206

LEVEL 3 ROOF

PENTHOUSE

LEVEL 3 ROOF

LEVEL 1

ROOF

LEVEL 2 ROOF

LEVEL 2 ROOF

PENTHOUSE

SHEET NOTES:

A. REFERENCE SHEET S00x FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES & DETAILS

FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

1/

2" 8"

5" 1' - 8" 5"

NOTE:

PRESUMED ONE-WAY

CONCRETE JOIST GEOMETRY

Veterans Health

Administration

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

STAMP:

Drawing Number

Building Number th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t 0 o n e q u a rt e r in c h o n e fo o t 0 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

VA FORM 08-6231

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2022

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

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E D

U N

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SPUR #: 2113

ISSUED FOR BID & CONSTRUCTION

No. REVISION DESCRIPTION DATE

556-221-701

S-203

BLDG 134 & 135 - ROOF PLANS

AuthorChecker

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

Owner

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

1" = 30'-0"

B134 - ROOF PLAN

11" = 30'-0"

B135 - ROOF PLAN

PLAN NOTES:

ROOF STRUCTURE IS ONE WAY CONCRETE JOIST CONSTRUCTION. CONTRACTOR TO

CONFIRM THAT JOIST CONSTRUCTION MATCHES THE PRESUMED LAYOUT SHOWN IN 3/S-203.

CONTACT ENGINEER IF JOIST SIDE OR SLAB THICKNESS ARE SMALLER THAN PRESUMED.

ANCHOR EQUIPMENT RAILS TO CONC W/ 1/4" DIA TAPCON SCREWS X 1.5" LONG @ 12" OC

AROUND PERIMETER OF RAIL BASE.

1 1/2" = 1'-0"

SECTION3

DNDNDN

DN

UP

AE101

AE101

TR

100-1

143 SF/ 120 SF

STORAGE

100A-1

140 SF/ 0 SF

AE101

AE101

TR

201-1

136 SF/ 120 SF

AE101

AE101

TR

300-1

143 SF/ 120 SF

AE101

AE101

TR

102-3

122 SF/ 100 SF

AE102

AE102

TR

202-3

105 SF/ 100 SF

AE102

AE102

AE102

AE102

TR

111-4

104 SF/ 120 SF

TR

185-4

83 SF/ 0 SF

AE102

AE102

TR

208-4

128 SF/ 100 SF

STORAGE

209-4

1. OVERALL PLANS ARE ONLY INCLUDED TO SHOW GENERAL LOCATION OF IN-SCOPE SPACES

ON EACH FLOOR WITHIN EACH BUILDING.

2. REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION REGARDING DEMOLITION AND

NEW CONSTRUCTION WITHIN AND ADJACENT TO EACH IN-SCOPE ROOM.

GENERAL OVERALL PLAN NOTES

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2517 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

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/6

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M

BLDG 1, 3, 4 - REFERENCE PLANS

BAB 30 OF 348AJS

ISSUE FOR BID & CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-21-701

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

A-101

SPUR #: 2113

N

1" = 30'-0"

B1 - LEVEL ONE1

N

1" = 30'-0"

B1 - LEVEL TWO4

N

1" = 30'-0"

B1 - LEVEL THREE7

N

1" = 30'-0"

B3 - LEVEL ONE2

N

1" = 30'-0"

B3 - LEVEL TWO5

N

1" = 30'-0"

B4 - LEVEL ONE3

N

1" = 30'-0"

B4 - LEVEL TWO6

4 69

KEY PLAN

G R

E E

N B

A Y

R O

A D

BUCKLEY ROAD

N

202 201

205206

BUILDING 1, 3, & 4

No. REVISION DESCRIPTION DATE

FENCE ENCLOSURE

HEAT

DUCT

AE103

AE103

AE103

AE103

AE103

TR

130-6

183 SF/ 100 SF

TR

120-6

130 SF/ 100 SF

STAIR

109-6

MECHANICAL

130B-6

AE104

AE104

AE104

AE104

TR

148-7

TR

106-7

TR

130B-7

92 SF/ 100 SF

STORAGE

130A-7

AE104

AE104

AE104

TR

233B-7 TR

227B-7

147 SF/ 100 SF

STORAGE

227A-7

AE105

1 IT ROOM

103-9

AE105

TR

116-9

224 SF/ 100 SF AE105

AE105

AE105

AE105

TR

210A-9

104 SF/ 100 SF

ATTIC ACCESS

210B-9

1. OVERALL PLANS ARE ONLY INCLUDED TO SHOW GENERAL LOCATION OF IN-SCOPE SPACES

ON EACH FLOOR WITHIN EACH BUILDING.

2. REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION REGARDING DEMOLITION AND

NEW CONSTRUCTION WITHIN AND ADJACENT TO EACH IN-SCOPE ROOM.

GENERAL OVERALL PLAN NOTES

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2517 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L

E D

U N

C L A

S S

IF

IE

D I N

F O

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IO

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C

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/2

:3

:3

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M

BLDG 6, 7, 9 - REFERENCE PLANS

BAB 31 OF 348AJS

ISSUE FOR BID & CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-21-701

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

A-102

SPUR #: 2113

N

1" = 30'-0"

B6 - LEVEL ONE1

N

1" = 30'-0"

B7 - LEVEL ONE2

N

1" = 30'-0"

B7 - LEVEL TWO4

N

1" = 30'-0"

B9 - LEVEL ONE3

N

1" = 30'-0"

B9 - LEVEL TWO5

4 69

KEY PLAN

G R

E E

N B

A Y

R O

A D

BUCKLEY ROAD

N

202 201

205206

BUILDING 6, 7, & 9

AE106

AE106

AE106

IT ROOM

CHASE

TR

105-11

81 SF/ 100 SF

AE106

AE106

TR

5-32

78 SF/ 80 SF

AE107

PAINT STORAGE

10-36

AE107

AE107

1AE107

AE107

BREAKROOM

5A-37

1. OVERALL PLANS ARE ONLY INCLUDED TO SHOW GENERAL LOCATION OF IN-SCOPE SPACES

ON EACH FLOOR WITHIN EACH BUILDING.

2. REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION REGARDING DEMOLITION AND

NEW CONSTRUCTION WITHIN AND ADJACENT TO EACH IN-SCOPE ROOM.

GENERAL OVERALL PLAN NOTES

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2517 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L

E D

U N

C L A

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BLDG 11, 32, 36, 37 - REFERENCE PLANS

BAB 32 OF 348AJS

ISSUE FOR BID & CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-21-701

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

A-103

SPUR #: 2113

N

1" = 30'-0"

B11 - FIRST FLOOR1

N

1" = 30'-0"

B32 - FIRST FLOOR2

N

1" = 30'-0"

B36 - FIRST FLOOR3

N

1" = 30'-0"

B37 - FIRST FLOOR4

4 69

KEY PLAN

G R

E E

N B

A Y

R O

A D

BUCKLEY ROAD

N

202 201

205206

BUILDING 11, 32, 36 & 37

UP

UP

UP

U P

U P

U P

AE108

AE108

TR

114-46

130 SF/ 100 SF

AE108

AE108

TR

214-46

128 SF/ 100 SF

AE108

AE108

TR

9A-66

164 SF/ 100 SF

AE108

AE108

TR

125-66

86 SF/ 100 SF

AE109

AE109

TR

226-66

87 SF/ 100 SF

AE109

AE109

TR

103-92

43 SF/ 0 SF

1. OVERALL PLANS ARE ONLY INCLUDED TO SHOW GENERAL LOCATION OF IN-SCOPE SPACES

ON EACH FLOOR WITHIN EACH BUILDING.

2. REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION REGARDING DEMOLITION AND

NEW CONSTRUCTION WITHIN AND ADJACENT TO EACH IN-SCOPE ROOM.

GENERAL OVERALL PLAN NOTES

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2517 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L

E D

U N

C L A

S S

IF

IE

D I N

F O

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C

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BLDG 46, 66, 92 - REFERENCE PLANS

BAB 33 OF 348AJS

ISSUE FOR BID & CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-21-701

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

A-104

SPUR #: 2113

N

1" = 30'-0"

B46 - FIRST FLOOR1

N

1" = 30'-0"

B46 - SECOND FLOOR2

N

1" = 30'-0"

B66 - BASEMENT3

N

1" = 30'-0"

B66 - FIRST FLOOR4

N

1" = 30'-0"

B66 - SECOND FLOOR5

N

1" = 30'-0"

B92 - FIRST FLOOR6

4 69

KEY PLAN

G R

E E

N B

A Y

R O

A D

BUCKLEY ROAD

N

202 201

205206

BUILDING 46, 66, & 92

D N

D N

DN

UP

U P

UP

DN

DN

UP

UP 5R

UP

R E

F R

UP

UP

UP

F R

ID

G

E

UP

UP

UP

AE109

AE109

AE109

TR

028-131

TR

1H-131

92 SF/ 120 SF

AE110

AE110

TR

101B-131

108 SF/ 120 SF

AE110

AE110

TR

207-131

110 SF/ 100 SF

AE110

AE110

TR

302-131

88 SF/ 100 SF

AE110

AE110

TR

402A-131

111 SF/ 100 SF

1. OVERALL PLANS ARE ONLY INCLUDED TO SHOW GENERAL LOCATION OF IN-SCOPE SPACES

ON EACH FLOOR WITHIN EACH BUILDING.

2. REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION REGARDING DEMOLITION AND

NEW CONSTRUCTION WITHIN AND ADJACENT TO EACH IN-SCOPE ROOM.

GENERAL OVERALL PLAN NOTES

OFFICE

105A-132

AE111

AE111

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2517 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L

E D

U N

C L A

S S

IF

IE

D I N

F O

R M

A T

IO

N

C

U I)

/6

/2

:3

:3

A

M

BLDG 131 & 132 - REFERENCE PLANS

BAB 34 OF 348AJS

ISSUE FOR BID & CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-21-701

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

A-105

SPUR #: 2113

N

1" = 30'-0"

B131 - BASEMENT1

N

1" = 30'-0"

B131 - LEVEL ONE2

N

1" = 30'-0"

B131 - LEVEL TWO3

N

1" = 30'-0"

B131 - LEVEL THREE4

N

1" = 30'-0"

B131 - LEVEL FOUR5

4 69

KEY PLAN

G R

E E

N B

A Y

R O

A D

BUCKLEY ROAD

N

202 201

205206

BUILDING 131

N

1" = 30'-0"

B132 - LEVEL ONE6

AE112

AE113

AE113

AE111

AE111

AE112

AE112

AE112

AE112

AE111

AE111

AE113

AE113

AE114

AE114

AE113

AE113

AE114

AE114

TR

BD105-133

150 SF/ 120 SF

TR

BC113-133

179 SF/ 100 SF

TR

BA140-133

AE112

AE112

TR

BF117-133

99 SF/ 100 SF

TR

BF329-133

99 SF/ 100 SF

TR

BE405-133

99 SF/ 100 SF

TR

BE215-133

96 SF/ 100 SF

TR

BD139-133

94 SF/ 100 SF

SERVER ROOM

BB101C-133

280 SF/ 0 SF

TR

BA130B-133

172 SF/ 100 SF

TR

BD129-133

130 SF/ 100 SF

TR

BD149-133

AE112

AE112

AE112

1. OVERALL PLANS ARE ONLY INCLUDED TO SHOW GENERAL LOCATION OF IN-SCOPE SPACES

ON EACH FLOOR WITHIN EACH BUILDING.

2. REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION REGARDING DEMOLITION AND

NEW CONSTRUCTION WITHIN AND ADJACENT TO EACH IN-SCOPE ROOM.

GENERAL OVERALL PLAN NOTES

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. SETH CAVIN, #001.023503 EXP. 11/30/2023

MECH REG. ROSS MYLES, #062.071715 EXP. 11/30/2023

ELEC REG. BEN NOE, #062.072296 EXP. 11/30/2023

CIVIL ENGINEER

OLSSON

550 E. ST. LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2517 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

STRUCTURAL ENGINEER

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST., STE 300

ST. LOUIS, MO 63101

(713) 864-2900

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.,

OLATHE, KANSAS 66062

(913) 829-8690

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L

E D

U N

C L A

S S

IF

IE

D I N

F O

R M

A T

IO

N

C

U I)

/6

/2

:3

:3

A

M

BLDG 133 - BASEMENT - REFERENCE

PLANS

BAB 35 OF 348AJS

ISSUE FOR BID & CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES, WEST CAMPUS -

NORTH CHICAGO

12/08/2022

556-21-701

3001 GREEN BAY ROAD

NORTH CHICAGO, ILLINOIS 60064

A-106

SPUR #: 2113

N

1" = 30'-0"

B133 - BASEMENT1

4 69

KEY PLAN

G R

E E

N B

A Y

R O

A D

BUCKLEY ROAD

N

202 201

205206

BUILDING 133

AHU 6

AHU 7

AHU 9

AHU 5

A E

D

AED

PP PP

FRIDGE

FRIDGE

E V

A C

FRIDGE

E V

A C

FRIDGE

PP PP

E V

A C

FRIDGE

EVAC

PP

PPPP PP

FRIDGE

AHU 1.2

(AHU-001)

(UH-001)

UH

C P

(C P

-0

H-1.2

(HUM-001)

(UH-001)

UH

AHU 1.1

(AHU-001)

CP

PG-8

(CP-001)

H-1.1

(HUM-001)

AE115

AE115

AE115

AE115

13N

AE115

14N

AE115

AE116

AE117

AE117

AE116

AE116

AE116

AE116

AE115

AE115

AE117

AE117

AE118

AE118

AE118

AE118

AE118

AE11…

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