Attachment 8 - 636A821700_BID 20220408 Dwgs_Part6.pdf

TR SPACE TO BE RELOCATED

TR 3W08

PANELS ARE LOCATED

IN RM. 3W06. SEE SHEET

01-A103.1.

TR SPACE TO BE RELOCATED

TR 3W08

TR SPACE TO BE RELOCATED

TR 3E20

CONNECT TO THE NEAREST

EQUIPMENT PANEL.

EXISTING RM TO BE

MODIFIED FOR NEW TR SPACE

A1C3-27,29,31

IT

RA

CK

IT

RA

CK

308W-25,27,29

IN PANEL C3 REPLACE CIRCUIT

BREAKER 30 WITH 31. PROVIDE

A 30A, 3P BREAKER ( 25,27,29)

TO FEED IT RACK.

PANELS ARE LOCATED

IN RM. 3W06. SEE SHEET

01-A103.1.

C3-28

FCU-3W08A

A1

A1A1

A1

C3-28

C3-28

C3-28

CONNECT TO THE NEAREST

EQUIPMENT PANEL.

A1

EXISTING RM TO BE

MODIFIED FOR NEW TR SPACE

IT RACK

308E-19,21,23

PANEL IS LOCATED

IN RM. 3E16. SEE SHEET

01-A103.1.

308E-18

FCU-3E20

TYP

A1

A1

A1

308E-18

308E-18

308E-18

CONNECT TO THE NEAREST

EQUIPMENT PANEL.

CONNECT TO THE NEAREST

EQUIPMENT PANEL.

FCU-3W103F PANEL IS LOCATED

IN RM. 3E16. SEE SHEET

01-A103.1.IT RACK

A2A2

A2A2

CONNECT TO THE NEAREST

CRITICAL PANEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

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\3 6c

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\4

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\3 6C

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3.

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4/ 7/

1:

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AM

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ELECTRICAL - ENLARGED PLAN -

BUILDING 01 - THIRD FLOOR

CC FK 01-E403

A1 A1

A1 A1

IT RACK

409-26,28,30

PANELS ARE LOCATED

IN RM. 4W61A. SEE SHEET

01-A104.4.

A1 A1 A1

CONNECT TO THE NEAREST

CRITICAL PANEL. TYPICAL FOR

ALL NEW RECEPTACLE.

EXISTING RM TO BE

MODIFIED FOR NEW TR SPACE

EXISTING TR TO BE

EXPANDED

402L-5,7,9

IT RACK

C4A-17,19,21

PANELS ARE LOCATED

IN RM. 4E19. SEE SHEET

01-A104.1

A2

B1

C4A-29

FCU-4E21A

A2

A2

A2

C4A-29

C4A-29

C4A-29

CONNECT TO THE

NEAREST EQUIPMENT

PANEL.

IT

RA

CK

A1 A1CONNECT TO THE NEAREST

EQUIPMENT PANEL.

FCU-4W105

CONNECT TO THE NEAREST

CRITICAL PANEL. TYPICAL FOR

ALL NEW RECEPTACLE.

A2

TYP

C4-30,32,34

C4-13

FCU-4W05A

PANELS ARE LOCATED

IN RM. 4N01. SEE SHEET

01-A104.5

A2

A2

A2

CONNECT TO THE

NEAREST EQUIPMENT

PANEL.

C4-13

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

\1 8-c2 d0 vi sn id iq (n or th d ak ot a io w a)

\3 6c

1r eh rm io w a ci ty

, i a\

0-d es do cs

\4

- d ra w in gs \W

O R

KI

N

G \A

C

AD

\3 6C

-1 8-

1-

-E

4.

dw g

4/ 7/

1:

:5

AM

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ELECTRICAL - ENLARGED PLAN -

BUILDING 01 - FOURTH FLOOR

CC FK 01-E404

TR 5W07

PANELS ARE LOCATED

IN RM. 5W04 AND 5W05. SEE

SHEET 01-A105.3.

A2

EXISTING TR SPACE

TO BE EXPANDED

TR 5E24B

502R-8,10,12

C5A-32,34,36

IT RACK

PANELS ARE LOCATED

IN RM. 5E14. SEE SHEET

01-A105.2. FCU-5E24E

TYP

A2

A2

A2

C5A-25

C5A-25

C5A-25

CONNECT TO THE

NEAREST EQUIPMENT

PANEL.

A2

TR SPACE TO BE RELOCATED

TR 5W07

IT RACK

IT RACK

C5R-18,20,22 503L-2,4,6

PANELS ARE LOCATED

IN RM. 5W04 AND 5W05. SEE

SHEET 01-A105.3.

C5L-37

FCU-5W07

TYP

A1

A2

A2A2

A2A2

CONNECT TO THE

NEAREST EQUIPMENT

PANEL.

C5L-37

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

\1 8-c2 d0 vi sn id iq (n or th d ak ot a io w a)

\3 6c

1r eh rm io w a ci ty

, i a\

0-d es do cs

\4

- d ra w in gs \W

O R

KI

N

G \A

C

AD

\3 6C

-1 8-

1-

-E

5.

dw g

4/ 7/

1:

:5

AM

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ELECTRICAL - ENLARGED PLAN -

BUILDING 01 - FIFTH FLOOR

CC FK 01-E405

TR 6W07

A2

EXISTING ROOMS TO BE

MODIFIED FOR NEW TR SPACE

A-38,40,42

IT RACK

PANEL 'A' IS LOCATED IN

ROOM 6W09. SEE SHEET

01-A106.3.

TYP

CONNECT TO THE NEAREST

EQUIPMENT PANEL.

FCU-6W07

A2

A2A2

A2 CONNECT TO THE NEAREST

CRITICAL PANEL. TYPICAL FOR

ALL NEW RECEPTACLES.

A1

602R-34,36,38

IT RACK

IT RACK

C6-38,40,42

PANELS ARE LOCATED

IN RM. 6E20A. SEE SHEET

01-A106.2.

C6-22

FCU-6E20A

602R-37,39,41

A1

A1 A1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

\1 8-c2 d0 vi sn id iq (n or th d ak ot a io w a)

\3 6c

1r eh rm io w a ci ty

, i a\

0-d es do cs

\4

- d ra w in gs \W

O R

KI

N

G \A

C

AD

\3 6C

-1 8-

1-

-E

6.

dw g

4/ 7/

0:

:0

AM

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ELECTRICAL - ENLARGED PLAN -

BUILDING 01 - SIXTH FLOOR

CC FK 01-E406

TR 7W07

EXISTING RM TO BE

EXPANDED

702R-22

C7-28

C7-38

EXISTING RM TO BE

EXPANDED

IT RACK

IT RACK

C7-42

PANEL IS LOCATED IN ROOM

7E20A. SEE SHEET 01-A107.2.

CONNECT TO THE NEAREST

EQUIPMENT PANEL

FCU-7E20A

TYP

702R-37,39,41

A1

A1

A1

A1 702R-36,38,40

C7-42

C7-42

C7-42

EXISTING ROOM TO BE

MODIFIED FOR NEW TR SPACE

701-19,21,23

C7-2A-4,6,8

IT RACK

PANELS ARE LOCATED IN

ROOM 7W03. SEE SHEET

01-A107.2.

FCU-7W07

A2

A2

A2

A2

A2

A2

C7-2A-25

CONNECT TO THE NEAREST

EQUIPMENT PANEL

C7-2A-25

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

\1 8-c2 d0 vi sn id iq (n or th d ak ot a io w a)

\3 6c

1r eh rm io w a ci ty

, i a\

0-d es do cs

\4

- d ra w in gs \W

O R

KI

N

G \A

C

AD

\3 6C

-1 8-

1-

-E

7.

dw g

4/ 7/

0:

:0

AM

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ELECTRICAL - ENLARGED PLAN -

BUILDING 01 - SEVENTH FLOOR

CC FK 01-E407

C220-16

TR 8E30A

802L-17

802L-17 C8A-6,8

C8A-2,4

CB8-37

A2

EXISTING ROOM TO BE

MODIFIED FOR NEW TR SPACE

802L-5,7,9

C8EM-4,6,8

IT RACK

A2

PANELS ARE LOCATED

IN RM. 8E35 AND 8E31. SEE

SHEET 01-A108.1

FCU-8E32

A2 A2

WALL MOUNTED

C8EM-9

C8EM-9

C8EM-9

C8EM-9

CIRCUIT TO NEAREST

EQUIPMENT PANEL.

A2

802L-19

802L-19

802L-19

IT RACK

802L-19

C220-16

PANEL IS LOCATED IN RM. 8E35.

SEE SHEET 01-A108.1.

A2 CIRCUIT TO NEAREST

EQUIPMENT PANEL.

FCU-8W06

A2A2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

\1 8-c2 d0 vi sn id iq (n or th d ak ot a io w a)

\3 6c

1r eh rm io w a ci ty

, i a\

0-d es do cs

\4

- d ra w in gs \W

O R

KI

N

G \A

C

AD

\3 6C

-1 8-

1-

-E

8.

dw g

4/ 7/

0:

:5

AM

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ELECTRICAL - ENLARGED PLAN -

BUILDING 01 - EIGHTH FLOOR

CC FK 01-E408

902R-11

C9-14

902R-11

A2

EXISTING ROOMS TO BE

MODIFIED FOR NEW TR SPACE902R-12,14,16

C9-14

902R-11

C9-14

902R-11

IT

RA

CK

PANELS ARE LOCATED IN

ROOM 9E22 AND 9N01.

SEE SHEET 01-A109.1

FCU-9E20 TYP

A2

A2A2

CONNECT TO THE NEAREST

CRITICAL PANEL. TYPICAL

FOR ALL NEW RECEPTACLES.

TR SPACE TO BE RELOCATED

TR 9W13. SEE SHEET 01-A109.2.

903R-38,40,42 C9W-32,34,36

PANELS ARE LOCATED IN

ROOM 9W35. SEE SHEET

01-109.2

A2

IT

RA

CK

IT

RA

CK

C9W-37

FCU-9W13

C9W-31,33,35

TYP

A2

A2A2

C9W-31

C9W-31

C9W-31

C9W-31

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

\1 8-c2 d0 vi sn id iq (n or th d ak ot a io w a)

\3 6c

1r eh rm io w a ci ty

, i a\

0-d es do cs

\4

- d ra w in gs \W

O R

KI

N

G \A

C

AD

\3 6C

-1 8-

1-

-E

9.

dw g

4/ 7/

:5

6:

A M

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ELECTRICAL - ENLARGED PLAN -

BUILDING 01 - NINTH FLOOR

CC FK 01-E409

C221-20

C221-20

C221-20

C221-20

10E-26,28,30

CONTRACTOR SHALL CONNECT TO EXISTING

CIRCUIT IN CRITICAL PANEL. (TYPICAL FOR

ALL NEW RECEPTACLES.)

PANEL IS LOCATED IN ROOM

10W07. SEE SHEET 01-A110.2.

B1

B1

B1

B1 10E-10

FCU-10W07

TYP

REPLACE EXISTING LIGHTS WITH NEW. UTILIZE EXISTING

CIRCUIT TO PROVIDE POWER TO NEW LIGHT FIXTURES.

EXTEND CONDUIT AND WRIING AS REQUIRED. FOR MORE

INFORMATION REFER TO SHEET 01-A410.

A2A2

A2A2

A2A2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

\1 8-c2 d0 vi sn id iq (n or th d ak ot a io w a)

\3 6c

1r eh rm io w a ci ty

, i a\

0-d es do cs

\4

- d ra w in gs \W

O R

KI

N

G \A

C

AD

\3 6C

-1 8-

1-

-E

0.

dw g

4/ 7/

:1

1:

A M

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ELECTRICAL - ENLARGED PLAN -

BUILDING 01 - TENTH FLOOR

CC FK 01-E410

1. EXISTING CEILING TO BE MODIFIED. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION. REFER TO 01-A411

2. DISCONNECT, REMOVE AND STORE EXISTING LIGHTING FIXTURES.

3. CONTRACTOR SHALL WIPE CLEAN LIGHT FIXTURE PRIOR TO RE-INSTALLATION

ONCE CEILING IS COMPLETE.

1. EXISTING CEILING TO BE MODIFIED. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION. REFER TO 01-A411

2. DISCONNECT, REMOVE AND STORE EXISTING LIGHTING FIXTURES.

3. CONTRACTOR SHALL WIPE CLEAN LIGHT FIXTURE PRIOR TO RE-INSTALLATION

ONCE CEILING IS COMPLETE.

ELECTRICAL - ENLARGED PLAN - BUILDING

01 - BASEMENT

CC FK 01-E411

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

\1 8-c2 d0 vi sn id iq (n or th d ak ot a io w a)

\3 6c

1r eh rm io w a ci ty

, i a\

0-d es do cs

\4

- d ra w in gs \W

O R

KI

N

G \A

C

AD

\3 6C

-1 8-

1-

-E

1.

dw g

4/ 7/

:0

6:

P M

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ADDITIONAL INFORMATION. REFER TO TO SHEET 01-A412

2. DISCONNECT, REMOVE AND STORE EXISTING LIGHTING FIXTURES.

3. CONTRACTOR SHALL WIPE CLEAN LIGHT FIXTURE PRIOR TO RE-INSTALLATION

ONCE CEILING IS COMPLETE.

1. EXISTING CEILING TO BE MODIFIED. REFER TO ARCHITECTRAL DRAWINGS FOR

ADDITIONAL INFORMATION. REFER TO TO SHEET 01-A412

2. DISCONNECT, REMOVE AND STORE EXISTING LIGHTING FIXTURES.

3. CONTRACTOR SHALL WIPE CLEAN LIGHT FIXTURE PRIOR TO RE-INSTALLATION

ONCE CEILING IS COMPLETE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

\1 8-c2 d0 vi sn id iq (n or th d ak ot a io w a)

\3 6c

1r eh rm io w a ci ty

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CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ELECTRICAL - ENLARGED PLAN - BUILDING

01 - THIRD FLOOR

CC FK 01-E412

ADDITIONAL INFORMATION. REFER TO TO SHEET 01-A413.

2. DISCONNECT, REMOVE AND STORE EXISTING LIGHTING FIXTURES.

3. CONTRACTOR SHALL WIPE CLEAN LIGHT FIXTURE PRIOR TO RE-INSTALLATION

ONCE CEILING IS COMPLETE.

1. EXISTING CEILING TO BE MODIFIED. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL INFORMATION. REFER TO TO SHEET 01-A413.

2. DISCONNECT, REMOVE AND STORE EXISTING LIGHTING FIXTURES.

3. CONTRACTOR SHALL WIPE CLEAN LIGHT FIXTURE PRIOR TO RE-INSTALLATION

ONCE CEILING IS COMPLETE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A k:

\c cg _p ro je ct s\

\1 8-c2 d0 vi sn id iq (n or th d ak ot a io w a)

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4/ 6/

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4:

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CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

IOWA CITY, IA

636A8-21-700

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 18-121

3300 Dundee Rd. Suite D Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C77621N281535% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-2022

04/08/2022

ELECTRICAL - ENLARGED PLAN - BUILDING

01 - 7TH, 8TH

CC FK 01-E413

7' 8'

9'

9'

10'

10' 11' 12'

A''

B''

C''

D''

A'

E'

G.1

H.9

G

F

E

D

C

B

65432

J

A

7.1' 8.1' 9.1' 9.9' 11.1'

B.9"

C.9"

10.1'

9.2' 9.8'

H.8

G.2

FLAT ROOF SNOW

LOAD

Pmax

(H T

O F

O B

S T

R U

C T

IO

N

H m ax

H b

H d

Pd

Pf = 24 PSF

W

DRIFT

LOCATION

DESCRIPTION Hmax Hd CUMULATIVE (Pd + Pf)

W REMARKS

DESIGN LOADING SCHEDULE

DRIFT 1

DRIFT 2

DRIFT 3

DRIFT 4

DRIFT 5

62'-0" 3'-9'

3'-4'

3'-5''

3'-5''

1'-8''

87 PSF

81 PSF

83 PSF

83 PSF

52 PSF

14'-9"

13'-3"

13'-7"

13'-7"

12'-11"

14'-0"

20'-0"

6'-0"

3'-0"

T.O. SLAB LAUNDRY ROOF

713' - 0 3/4"

7' 8'

BEAM REINFORCEMENT

PER 10/02-S503

FRP @ JOISTS

BY CONTRACTOR

(VIF)

CL

SUPPORT

6"

CL

SUPPORT

ORIGINAL LOAD, Mu = -3.11 K-FT NEW LOAD, Mu = 0 K-FT

ORIGINAL LOAD, Mu = 5.80 K-FT @ 8.32' FROM CL SUPPORT (GL-7) NEW LOAD, Mu = 10.09 K-FT @ 7.83' FROM CL SUPPORT (GL-7)

ORIGINAL LOAD, Mu = -10.30 K-FT NEW LOAD, Mu = -14.63 K-FT

ORIGINAL LOAD, Vu = 2.42 K NEW LOAD, Vu = 2.89 K

ORIGINAL LOAD, Vu = -3.14 K NEW LOAD, Vu = -4.39 K

ORIG Mu=0 1.37'

ORIG Mu=0 4.73'

NEW Mu=0

4.35'

SHEAR

CL

SUPPORT

CL

SUPPORT

CL

SUPPORT

CL

SUPPORT

MOMENT

NEW Mu=0

6.08'

ORIG Mu=0 5.58'

ORIGINAL LOAD, Vu = 2.89 K NEW LOAD, Vu = 3.75 K

ORIG AND NEW Vu=0

10.35'

NEW LOAD

ORIGINAL LOAD

NEW LOAD

ORIGINAL LOAD

VA CONTRACT NO. 36C77621N2815

3300 Dundee Rd. Suite D

Northbrook, IL 60062

T: 847.952.9362 www. bancroft-ae.com

BAE PROJECT NO. 18-121 U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Approved: Project Director

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Drawing Title

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

STRUCTURAL:

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

4/ 7/

0:

:3

A

M B

IM

Io w a C ity E

H R

M /T

T

O

1.

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W

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HLMW

DESIGN SNOW LOADING PLAN

S011 04/08/22

O21041.00

IOWA CITY, IA

EHRM INFRASTRUCTURE

UPGRADES

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

3/32" = 1'-0"

SNOW LOAD PLAN

1/4" = 1'-0"

ROOF JOIST SECTION

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

100% CONSTRUCTION DOCUMENTS SUBMISSION 11-09-21

CONSTRUCTION BID DOCUMENTS 04-08-22

UP

UP

UP

UPUP

UP

BLDG 1

BLDG 2

7' 8'

9'

9'

10'

10' 11' 12'

A''

B''

C''

D''

A'

E'

G.1

H.9

G

F

E

D

J

7.1' 8.1' 9.1' 9.9' 11.1'

B.9"

C.9"

10.1'

1'

DEMO EXISTING SLAB

EXISTING

COLUMNS TO

REMAIN, TYP

EXISTING WALL

TO REMAIN

EXISTING WALL

FOUNDATIONS

TO REMAIN

EXISTING COLUMN

FOUNDATIONS TO

REMAIN 3' - 9"

3'

V

IF

V

IF

9'

V

IF

3'

V

IF

V

IF

V

IF

V

IF

3'

/2

1'

0"

9.2' 9.8'

DEMO EXISTING WALL

INFILL AS REQUIRED TO

INSTALL NEW POSTS

AND BASE PLATES

H.8

G.2

VIF

20' - 6"

VIF

20' - 1"

VIF

20' - 1"

VIF

20' - 1"

VIF

20' - 6"

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

7' 8'

9'

9'

10'

10' 11' 12'

A''

B''

C''

D''

A'

E'

G.1

H.9

G

F

E

D

J

7.1' 8.1' 9.1' 9.9' 11.1'

B.9"

C.9"

10.1'

CUT NEW 12X18 OPENING IN

EXISTING ROOF SLAB AT EACH

NEW COLUMN LOCATION

CENTER OPENING CUT IN

BETWEEN (E) PAN JOISTS, TYP

VERIFY LOCATION OF ALL EXISTING

CONCRETE BEAMS AND PAN JOISTS

ALL NEW OPENINGS TO REMAIN 1" CLEAR

FROM EDGE OF JOISTS AND BEAMS

REPORT EXISTING PAN JOIST DIMENSIONS

TO EOR IF OPENING CONFLICT WITH JOIST

LOCATIONS

V

IF

V

IF

9'

V

IF

3'

V

IF

V

IF

V

IF

V

IF

3'

/2

1'

0"

1'

DEMO EXISTING ROOFING AND

INSULATION AT NEW DATA CENTER

AND CORRIDOR, DO NOT DAMAGE

EXISTING ROOF SLAB UNO

9.2' 9.8'

DEMO WALL STUDS AND

EXTERIOR FINISH BELOW

WINDOW SILL TO PROVIDE

NEW DOORWAY

REMOVE AND REPLACE

ROOFING AS REQUIRED

FOR FRP REINFORCING

OF (E) JOISTS

H.8

G.2

VIF

20' - 6"

VIF

20' - 1"

VIF

20' - 1"

VIF

20' - 1"

VIF

20' - 6"

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

DEMO WALL STUDS AS

REQUIRED FOR NEW

CABLE TRAY OPENING

VA CONTRACT NO. 36C77621N2815

3300 Dundee Rd. Suite D

Northbrook, IL 60062

T: 847.952.9362 www. bancroft-ae.com

BAE PROJECT NO. 18-121 U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Approved: Project Director

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Drawing Title

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

STRUCTURAL:

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

4/ 7/

:2

5:

P M

B

IM

Io w a

C ity

E H

R M

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1.

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W A

C

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Y E

H R

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T R

A L.

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HLMW

STRUCTURAL - DEMOLITION PLANS

- BUILDING 02

02-SD101

04/08/22

O21041.00

IOWA CITY, IA

EHRM INFRASTRUCTURE

UPGRADES

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

NTS

KEY PLAN

1/8" = 1'-0"

DEMOLITION FOUNDATION PLAN - BUILDING 02 - FIRST FLOOR

1 1/8" = 1'-0"

DEMOLITION PLAN - BUILDING 02 - DATA CENTER LEVEL

N N

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

BLDG 1

BLDG 2

NOTES:

1. SEE GENERAL NOTES FOR CONCRETE COMPRESSIVE STRENGTH

2. SLAB ON GRADE TO BE 5" THICK, NORMAL WEIGHT CONCRETE, REINFORCED WITH

3 LBS/CY FIBER MESH REINFORCING

3. TOP OF SLAB EL+697'-10" UNLESS OTHERWISE NOTED. MATCH EXISTING SLAB ELEVATION, VERIFY IN FIELD

4. TOP OF GRADE BEAM EL+696'-10", UON

5. FOR ADDITIONAL INFORMATION REFER TO THE FOLLOWING DRAWINGS:

DRAWING LISTS, GENERAL NOTES, AND S0 SERIES DRAWINGS

LOADING DIAGRAMS

TYPICAL FOUNDATION DETAILS S2 SERIES DRAWINGS

LATERAL SYSTEM ELEVATIONS, CONNECTION S3 SERIES DRAWINGS

FORCES, AND DETAILS

CONCRETE SUPERSTRUCTURE SCHEDULES S4 SERIES DRAWINGS

AND DETAILS

STEEL SUPERSTRUCTURE SCHEDULES AND S5 SERIES DRAWINGS

DETAILS

6. NOTATIONS:

BF INDICATES LATERAL BRACED FRAME.

SEE BRACED FRAME ELEVATIONS FOR BEAM INFORMATION AND CONNECTION

GBXX INDICATES GRADE BEAM TYPE XX.

SEE TYPICAL FOUNDATION DETAILS AND FOR GRADE BEAM SCHEDULE

BPXX INDICATES BASE PLATE TYPE XX.

SEE SCHEDULE ON DETAIL

5/02-S202

1/02-S501

7' 8'

9'

9'

10'

10' 11' 12'

A''

B''

C''

D''

A'

E'

G.1

H.9

G

F

E

D

J

7.1' 8.1' 9.1' 9.9' 11.1'

02-S301

02-S301

02-S301

8" DIA MICROPILES,

TYP DRILL THROUGH

EXISTING FOOTINGS

AS REQUIRED

B.9"

C.9"

VIF

20' - 6"

VIF

20' - 1"

VIF

20' - 1"

VIF

20' - 1"

VIF

20' - 6"

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

10.1'

2' - 4"

2' - 4"

GB01 GB01

GB01GB03 GB01GB03

GB01 GB01

G

B

G B

G B

G B

G B

HSS8X8X5/8

BP01

(ENCASE IN 20" DIA CONCRETE,

TYP ALL LVL 1 COLUMNS

SEE )

9.2' 9.8'

T Y

P

2'

B F

BF BF

B F

HSS8X8X3/8

BP03

HSS8X8X3/8

BP03

HSS8X8X3/8

BP03

02-S210

02-S202

TYP

3'

3'

3'

3' - 6"

1/02-S210

02-S210

02-S210

V

IF

V

IF

9'

V

IF

3'

V

IF

V

IF

V

IF

V

IF

3'

/2

1'

0"

1'

3' - 7" 12' - 9 1/2" 3' - 8 1/2"

HSS8X8X5/8

BP01

HSS8X8X5/8

BP01

HSS8X8X5/8

BP02

HSS8X8X1/2

BP02

HSS8X8X5/8

BP01

HSS8X8X1/2

BP01

HSS8X8X1/2

BP01

HSS8X8X1/2

BP01

HSS8X8X5/8

BP01

H.8

G.2

HSS8X8X3/8

BP03

02-S210TYP

02-S210

VA CONTRACT NO. 36C77621N2815

3300 Dundee Rd. Suite D

Northbrook, IL 60062

T: 847.952.9362 www. bancroft-ae.com

BAE PROJECT NO. 18-121 U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Approved: Project Director

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Drawing Title

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

STRUCTURAL:

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

4/ 7/

0:

:1

A

M B

IM

Io w a C ity E

H R

M /T

T

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1.

IO

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HLMW

STRUCTURAL - FOUNDATION PLAN

- BUILDING 02 - DATA CENTER

02-S101 04/08/22

O21041.00

IOWA CITY, IA

EHRM INFRASTRUCTURE

UPGRADES

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

N

NTS

KEY PLAN

3/16" = 1'-0"

DATA CENTER FOUNDATION PLAN

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

UP

UP

UPUP

UP

NOTES:

1. T/STRUCTURAL SLAB EL+716'-0" UON THUS:

X - INDICATES CHANGE IN T/STRUCTURAL SLAB ELEVATION

2. INDICATES DECK SPAN DIRECTION

4 1/2" NW CONCRETE ON 2" COMPOSITE STEEL DECK (20 GAGE) - 6 1/2" TOTAL

THICKNESS WITH 6x6-W4.0x4.0 WWR

3. FOR ADDITIONAL INFORMATION REFER TO THE FOLLOWING DRAWINGS:

DRAWING LISTS, GENERAL NOTES, AND S0 SERIES DRAWINGS

LOADING DIAGRAMS

TYPICAL FOUNDATION DETAILS S2 SERIES DRAWINGS

LATERAL SYSTEM ELEVATIONS, CONNECTION S3 SERIES DRAWINGS

FORCES, AND DETAILS

CONCRETE SUPERSTRUCTURE SCHEDULES S4 SERIES DRAWINGS

AND DETAILS

STEEL SUPERSTRUCTURE SCHEDULES AND S5 SERIES DRAWINGS

DETAILS

4. SYMBOLS:

INDICATES MOMENT CONNECTION

INDICATES SLOPE IN TOP OF SLAB

5. NOTATIONS:

BF INDICATES LATERAL BRACED FRAME.

SEE BRACED FRAME ELEVATIONS FOR BEAM INFORMATION AND CONNECTION FORCES

CA/CB INDICATES COLUMN ABOVE/BELOW. COMPRESSION AXIAL FORCE IN

COLUMN INDICATED WHERE APPLICABLE. SEE DETAIL AND

MF INDICATES LATERAL MOMENT FRAME

SEE MOMENT FRAME ELEVATIONS FOR BEAM INFORMATION AND CONNECTION FORCES

BPXX INDICATES BASE PLATE MARK, SEE DETAIL FOR BASE PLATE INFO.

6. FOR STEEL LEGEND, SEE SHEET S002

X"

S1

UP

3/02-S503 4/02-S503

1/02-S501

BLDG 1

BLDG 2

W18X40 (54)

W18X40 (54)

7' 8'

9'

9'

10'

10' 11' 12'

A''

B''

C''

D''

A'

E'

G.1

H.9

G

F

E

D

J

7.1' 8.1' 9.1' 9.9' 11.1'

S1

S

02-S301

02-S301

02-S301

B.9"

C.9"

B F

B F

BFBF

HSS10X10X1/2

CA

BP04

V

IF

V

IF

9'

V

IF

3'

V

IF

V

IF

V

IF

V

IF

3'

/2

1'

0"

1'

10.1'

02-S503

W16X45 (19)W16X45 (19) W16X36 (15)

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W16X26 (15)

SLAB OVER FOAM

W

X

9.2' 9.8'

W8X15 (12)

W8X15 (12)

W8X15 (12) W

8X

W

8X

W

8X

W8X15 (12)

W8X15 (12)

W8X15 (12)

T/SLAB 711' - 0"

2" EXP JOINT

W8X15 (12)

2" EXP JOINT

02-S503

02-S503

W16X26

V

V

V19

V19

V19

V19

V19

V19

V19

V

V

V57 V63

V

V73 V73 V57 V63

V 45 V

V

V 45 V

V

V

V

V

V

V19

V19

V19

V19

V19

V19

V19

V

V

V63V57

V

V

V 45 V

V

V 45 V

V

V

V

V

V73 V73 V57 V63

W16X26

HSS10X10X1/2

CA

BP04

S E

E A

R C

H

1' - 10"

02-S503

TYP

SIM

STEEL BEAM REINFORCING BELOW

EXISTING GIRDER. SEE 10/02-S503

PROVIDE FIBER REINFORCED

POLYMER STRENGTHENING AT

HATCHED JOISTS

SEE FOR DESIGN DRIFT LOADS

AND ROOF JOIST DEMAND

S011

W 8X

W 8X

W 8X

TYP

02-S503

02-S503

VIF

20' - 6"

VIF

20' - 1"

VIF

20' - 1"

VIF

20' - 1"

VIF

20' - 6"

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

2' - 4"

3' - 7" 12' - 9 1/2" 3' - 8 1/2"

W 8X

W 8X

W 8X

HSS10X10X1/2

CA

BP04

HSS10X10X1/2

CA

BP04

HSS10X10X1/2

CA

BP04

HSS10X10X1/2

CA

BP04

HSS10X10X1/2

CA

BP04

HSS10X10X1/2

CA

BP04

02-S503

S011

H.8

G.2

REPURPOSE EXISTING STAIR

02-S503

TYP

PROVIDE HSS5x3x5/16

FRAME AROUND DOOR

OPENING AND LOUVER

C8X11.5, SIM TO 01/02-S502

(4) #5 x40'-0" @ 12" OC

IN DECK FLUTES

(4) #5 x 40'-0" @ 12" OC

IN DECK FLUTES

(4) #5 x 14'-0" @ 12" OC

IN DECK FLUTES

CONC HOUSEKEEPING

PAD, SEE 3/02-S501

VA CONTRACT NO. 36C77621N2815

3300 Dundee Rd. Suite D

Northbrook, IL 60062

T: 847.952.9362 www. bancroft-ae.com

BAE PROJECT NO. 18-121 U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Approved: Project Director

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Drawing Title

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

STRUCTURAL:

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

4/ 7/

0:

:2

A

M B

IM

Io w a C ity E

H R

M /T

T

O

1.

IO

W

A C

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L.

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HLMW

STRUCTURAL - FRAMING PLAN -

BUILDING 02 - DATA CENTER

02-S102 04/08/22

O21041.00

IOWA CITY, IA

EHRM INFRASTRUCTURE

UPGRADES

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

NTS

KEY PLANN

3/16" = 1'-0"

DATA CENTER FLOOR FRAMING PLAN

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

UP

UP

UP

UP

NOTES:

1. T/STRUCTURAL SLAB EL+730'-6 1/2" UON THUS:

X - INDICATES CHANGE IN T/STRUCTURAL SLAB ELEVATION

2. INDICATES DECK SPAN DIRECTION

4 1/2" NW CONCRETE ON 2" COMPOSITE STEEL DECK (20 GAGE) - 6 1/2" TOTAL

THICKNESS WITH 6x6-W4.0x4.0 WWR

3. FOR ADDITIONAL INFORMATION REFER TO THE FOLLOWING DRAWINGS:

DRAWING LISTS, GENERAL NOTES, AND S0 SERIES DRAWINGS

LOADING DIAGRAMS

TYPICAL FOUNDATION DETAILS S2 SERIES DRAWINGS

LATERAL SYSTEM ELEVATIONS, CONNECTION S3 SERIES DRAWINGS

FORCES, AND DETAILS

CONCRETE SUPERSTRUCTURE SCHEDULES S4 SERIES DRAWINGS

AND DETAILS

STEEL SUPERSTRUCTURE SCHEDULES AND S5 SERIES DRAWINGS

DETAILS

4. SYMBOLS:

INDICATES MOMENT CONNECTION

INDICATES SLOPE IN TOP OF SLAB

5. NOTATIONS:

BF INDICATES LATERAL BRACED FRAME.

SEE BRACED FRAME ELEVATIONS FOR BEAM INFORMATION AND CONNECTION FORCES

CA/CB INDICATES COLUMN ABOVE/BELOW.

MF INDICATES LATERAL MOMENT FRAME

SEE MOMENT FRAME ELEVATIONS FOR BEAM INFORMATION AND CONNECTION FORCES

6. FOR STEEL LEGEND SEE S002

X"

S1

UP

BLDG 1

BLDG 2

W18X35 (24)

7' 8'

9'

9'

10'

10' 11' 12'

A''

B''

C''

D''

A'

E'

G.1

H.9

G

F

E

D

J

7.1' 8.1' 9.1' 9.9' 11.1'

S1

S

02-S301

02-S301

02-S301

B.9"

C.9"

W12X19 (12)

W

X

W14X22 (12) HI

B F

B F

BF BF

10.1'

02-S503

W16X26 (19)W16X26 (19) W16X26 (15)

W16X26 (15)

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W12X19 (12)

W14X22 (12)

W12X19 (12)

W14X22 (12)

W14X22 (12)

W12X19 (12) LO

NEW GALVANIZED

METAL STAIR BY

CONTRACTOR

W

X

9.2' 9.8'

0"

0"

0"

2'

T/SLAB 724' - 10"

V

V

V 31 V

V

V 31 V

V

V

V

V

V39 V39

V

V50 V47

V54

V33

V33

V54

V33

V54

V

V

V33

V

V

V

V

V

V

V

V

V

V

V

V

V54

V33

V33

V33

V54

V33

V54

V

V50 V47

V39 V39 V50 V47

V50 V47

V

V

V

V

V

V

V

W

X

W

X

W

X

W18X35 (24)

1' - 10"

02-S503

TYP

NEW METAL

STAIR BY

CONTRACTOR

02-S520

V54 V54

02-S503

TYP

02-S503

02-S503

TYP

N E

W R

T U

5, LB

S

N E

W R

T U

5, LB

S

02-S501

TYP

TYP

02-S501

TYP

V

IF

V

IF

9'

V

IF

3'

V

IF

V

IF

V

IF

V

IF

3'

/2

1'

0"

1'

3' - 7" 12' - 9 1/2" 3' - 8 1/2"

VIF

20' - 6"

VIF

20' - 1"

VIF

20' - 1"

VIF

20' - 1"

VIF

20' - 6"

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

2' - 4"

W16X26

W16X26

H.8

G.2

N E

W R

T U

SEE DETAIL 4/02-S520

FOR TYPICAL MOMENT

CONNECTIONS

ACCU + CRAC (HUNG)

1,000 LBS

ACCU

500 LBS

C R

A C

H

U N

G

L B

S

02-S502

TYP @ OPNGS

VA CONTRACT NO. 36C77621N2815

3300 Dundee Rd. Suite D

Northbrook, IL 60062

T: 847.952.9362 www. bancroft-ae.com

BAE PROJECT NO. 18-121 U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Approved: Project Director

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Drawing Title

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

STRUCTURAL:

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

4/ 7/

0:

:1

A

M B

IM

Io w a C ity E

H R

M /T

T

O

1.

IO

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A C

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R M

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C E

N T

R A

L.

rv t

HLMW

STRUCTURAL - FRAMING PLAN -

BUILDING 02 - DATA CENTER

02-S10R 04/08/22

O21041.00

IOWA CITY, IA

EHRM INFRASTRUCTURE

UPGRADES

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

NTS

KEY PLANN

3/16" = 1'-0"

DATA CENTER ROOF FRAMING PLAN

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

TOOLED EDGES (1/8" RADIUS)

CONTINUOUS KEYWAY

AT MID-DEPTH OF SLAB

FORMED, SAWED, OR TOOLED JOINT.

SAWED JOINTS TO BE PERFORMED

BEFORE CONCRETE STARTS TO COOL

AND AS SOON AS CONCRETE SURFACE

IS FIRM ENOUGH NOT TO BE TORN OR

DAMAGED BY THE BLADE

SLAB REINFORCEMENT

SEE PLAN

COMPACTED SUBGRADE TYPICAL

SEE GEOTECHNICAL

ENGINEERING REPORT

VAPOR BARRIER TYPICAL

SEE ARCHITECTURAL

DOCUMENTS

COMPACTED GRANULAR FILL TYPICAL

SEE GEOTECHNICAL

ENGINEERING REPORT

SEE ARCHITECTURAL DOCUMENTS

FOR SEALANT REQUIREMENTS

SEE ARCHITECTURAL DOCUMENTS

FOR SEALANT REQUIREMENTS

T/SLAB ON GRADE

EL SEE PLAN

S E

E P

LA

N

T

S

LA

B

T H

IC

K

N E

S S

T

T /4

T

T/6 MIN

T /3

NOTES:

1. WHERE NOT INDICATED ON DRAWINGS PROVIDE JOINTS AT COLUMN CENTERLINES

AND BETWEEN COLUMN CENTERLINES WITH SPACING OF JOINTS NOT TO EXCEED

36 TIMES THE SLAB THICKNESS (T-INCHES)

T Y

P 0"

A

SLAB ON GRADE

B

CONSTRUCTION JOINT / CONTRACTION JOINT

C

CONTRACTION JOINT

RECTANGULAR OR

SQUARE COLUMN

CONSTRUCTION JOINT

OR CONTRACTION JOINT

ISOLATION JOINT WITH

2 LAYERS OF 30# FELT

CONCRETE INFILL

BETWEEN COLUMN

AND ISOLATION JOINT

NOTES:

1. SEE TYPICAL SLAB ON GRADE DETAILS FOR JOINT SPACING REQUIREMENTS

2. CONCRETE INFILL BETWEEN COLUMN AND ISOLATION JOINT TO BE POURED

AFTER ALL THE SLABS SUPPORTED BY THE COLUMN HAVE BEEN POURED

3. PROVIDE ADDITIONAL CLEARANCE AS REQUIRED TO ENSURE 3" MINIMUM

CONCRETE COVER OVER BASE PLATE AND ANCHOR RODS BELOW.

ISOLATION JOINT WITH

2 LAYERS OF 30# FELT

ROUND COLUMN

CONSTRUCTION JOINT

OR CONTRACTION JOINT

WIDE FLANGE OR HSS COLUMN

CONSTRUCTION JOINT

OR CONTRACTION JOINT

ISOLATION JOINT WITH

2 LAYERS OF 30# FELT

CONCRETE INFILL

BETWEEN COLUMN

AND ISOLATION JOINT

WIDE FLANGE OR HSS COLUMN

CONSTRUCTION JOINT

OR CONTRACTION JOINT

COLUMN ENCASEMENT

CONCRETE INFILL

BETWEEN COLUMN

AND ISOLATION JOINT

BASE PLATE

ENCASEMENT BELOW

M

IN

3"

BASE PLATE BELOW

M

IN

4"

SEE N

OTE 3

3" M

IN

WIDE FLANGE OR HSS COLUMN

CONSTRUCTION JOINT

OR CONTRACTION JOINT

ISOLATION JOINT WITH

2 LAYERS OF 30# FELT

CONCRETE INFILL

BETWEEN COLUMN

AND ISOLATION JOINT

BASE PLATE BELOW

SEE N

OTE 3

3" M

IN

A

ROUND COLUMN

B

CONCRETE ENCASE COLUMN AND

BASE PLATE WHERE INDICATED ON PLAN

C

TYPICAL BASE PLATE WITHIN CONCRETE INFILL

(ROUND ISOLATION JOINT OPTION)

D

TYPICAL BASE PLATE WITHIN CONCRETE INFILL

UNLESS OTHERWISE NOTED

E

RECTANGULAR OR SQUARE COLUMN

FOR OPENINGS

GREATER THAN 2'-0" PROVIDE

1#4 x 4'-0" AT EACH

CORNER OF OPENING

SIDE BARS TO REPLACE AREA OF

INTERRUPTED REINFORCEMENT

(1/2 ON EACH SIDE)

1#4 MINIMUM

NOTES:

1. FOR SIZE OF OPENINGS SEE ARCHITECTURAL DRAWINGS

2. ADDITIONAL REINFORCEMENT IS NOT REQUIRED AT OPENINGS

THAT DO NOT INTERRUPT THE TYPICAL REINFORCEMENT

TYPICAL

LTS

TYPICAL

6'-0" MAX

HOOK BARS

WHEN OPENING IS

LOCATED LESS THAN 2'-0"

FROM EDGE OF SLAB

TYP

2" CLR

A

PLAN

NOTES:

1. PROVIDE #4@6" TYPE 2A STIRRUPS OVER CAISSON SUPPORT TYPICAL

CONTINUOUS

BOTTOM BARS

SEE SCHEDULE

MICROPILE

SEE PLAN

CL

CAISSON

PROVIDE #4@8" HORIZONTAL

U-SHAPED TIES AT END

OF GRADE BEAM

90 DEGREE STANDARD

HOOK TYPICAL

FACE OF GRADE

BEAM BEYOND

WHERE APPLICABLE

CONTINUOUS

TOP BARS

SEE SCHEDULE

STIRRUPS

SEE SCHEDULE

90 DEGREE

STANDARD

HOOK TYPICAL

SIDE BARS

SEE GRADE BEAM

SECTION

CL

SPAN

CL

SPAN

S E

E S

C H

E D

U

LE

H

3" 3"

CL

CAISSON

LTSLTS

3" 3"

STIRRUPS

SCHEDULED

CL

CAISSON

SEE NOTE 1

ADDITIONAL STIRRUPSSCHEDULED STIRRUPS

02-S202

02-S202

SEE NOTE 1

ADDITIONAL STIRRUPSSCHEDULED STIRRUPS

STIRRUP TYP

3" TO FIRST6"

T/GRADE BEAM

EL SEE PLAN

LTS

LEFT END RIGHT END LEFT END RIGHT END

LTS PROVIDE #4@8"

U-SHAPED TIES

AT END OF

GRADE BEAM

WHERE GRADE BEAM TOP

AND BOTTOM HOOKS

OVERLAP LESS THAN 1'-0"

PROVIDE #4@8" VERTICAL

U-SHAPED TIES AT END

OF GRADE BEAM

SEE TYPICAL GRADE BEAM

INTERSECTION DETAIL

4'-0" MIN

4'-0" MIN

4'-0" MIN

SEE NOTE 1

ADDITIONAL STIRRUPS

TYPICAL

2" CLEAR AT ENDS

VA CONTRACT NO. 36C77621N2815

3300 Dundee Rd. Suite D

Northbrook, IL 60062

T: 847.952.9362 www. bancroft-ae.com

BAE PROJECT NO. 18-121 U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Approved: Project Director

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Drawing Title

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

STRUCTURAL:

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

4/ 7/

0:

:2

A

M B

IM

Io w a C ity E

H R

M /T

T

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HLMW

TYPICAL FOUNDATION DETAILS

02-S201 04/08/22

O21041.00

IOWA CITY, IA

EHRM INFRASTRUCTURE

UPGRADES

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

NOT TO SCALE

TYPICAL SLAB ON GRADE DETAILS

1 NOT TO SCALE

TYPICAL ISOLATION JOINT DETAILS AT SLAB ON GRADE

NOT TO SCALE

TYPICAL SLAB ON GRADE DETAIL OF

ADDITIONAL REINFORCEMENT AT ANY OPENINGS

OR AT STEP GREATER THAN 6" UP TO 3'-0"

3 NOT TO SCALE

TYPICAL GRADE BEAM ELEVATION

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

ROUGHEN CLEAN

SURFACE

TOP BARS

SEE SCHEDULE

STIRRUPS

SEE SCHEDULE

SIDE BARS TYPICAL

SEE NOTE 1

#4@24"

CL

GRADE

BEAM

T/SLAB ON GRADE

EL SEE PLAN

SEE SCHEDULE

W

S E

E S

C H

E D

U

LE

H

E Q

E Q

E Q

BOTTOM BARS

SEE SCHEDULE

MULTIPLE LAYERS WHERE

REQUIRED BY GRADE BEAM

SCHEDULE OR TO MEET

MINIMUM BAR SPACING AS

INDICATED IN LAP SPLICE

SCHEDULE

1"

CLEAR DISTANCE 1" OR db

WHICHEVER IS GREATER

0"

C

LR3"

TYP UON

2" CLR

2"

Ld

T Y

P

8"

LEFT

END

RIGHT

ENDGB2

R

IG

H T

E N

D

LE

F T

E N

D G

B

LE

FT

END

GB3

RIG

HT

END

NOTES:

1. GRADE BEAM LONGITUDINAL REINFORCEMENT AND STIRRUPS NOT SHOWN FOR CLARITY

2. FOR U-SHAPED TIES SEE TYPICAL GRADE BEAM ELEVATION

VERTICAL

U-SHAPED TIES

LOCATE IN SAME PLANE

AS GRADE BEAM STIRRUP

VERTICAL LEG

GRADE BEAM

WITH OUTERMOST

TOP AND BOTTOM

REINFORCEMENT

ADDITIONAL STIRRUPS

OVER CAISSON SUPPORT

PER NOTE 1 ON GRADE

BEAM ELEVATION

HORIZONTAL

U-SHAPED TIES

ADDITIONAL STIRRUPS

OVER CAISSON SUPPORT

PER NOTE 1 ON GRADE

BEAM ELEVATION

VERTICAL

U-SHAPED TIES

LOCATE IN SAME PLANE

AS GRADE BEAM STIRRUP

VERTICAL LEG

ADDITIONAL STIRRUPS

OVER CAISSON SUPPORT

PER NOTE 1 ON GRADE

BEAM ELEVATION

HORIZONTAL

U-SHAPED TIES

A

GRADE BEAM - T-INTERSECTION

B

GRADE BEAM - INTERIOR INTERSECTION

C

GRADE BEAM - CORNER CONDITION

NOTES:

1. CONSTRUCTION JOINTS SHALL NOT BE PLACED AT FACE OF

GRADE BEAMS WITHOUT PRIOR WRITTEN APPROVAL FROM SER

2. SLAB ON GRADE NOT SHOWN FOR CLARITY

STIRRUPS

SEE SCHEDULE

CONTINUOUS

TOP BARS

SEE SCHEDULE

CONTINUOUS

BOTTOM BARS

SEE SCHEDULE

FACE OF

GRADE BEAM BEYOND

WHERE APPLICABLE

SEE NOTE 1

CL CAISSON

OR DRILLED PIER

MICROPILE

SEE PLAN

SIDE BARS

SEE GRADE BEAM SECTION

S E

E S

C H

E D

U

LE

H

FIRST STIRRUP TYP

3" FROM FACE

OF GRADE BEAM TO

SEE SCHEDULE

W

LTS

T/GRADE BEAM

EL SEE PLAN

SIDE BARS SEE

GRADE BEAM SECTION

OR SEE BEAM END U-BARS

TYPICAL GRADE BEAM

ELEVATION

ADDITIONAL STIRRUPS

AROUND GRADE BEAM

WITH OUTER LAYER

HORIZONTAL REINFORCEMENT

SEE TYPICAL GRADE BEAM

ELEVATION

GRADE BEAM SCHEDULE

GB1

GB2

24 30 3#8 3#8 2B #4 8"

GRADE

BEAM

MARK

W

(IN)

SIZE

H

(IN)

LEFT END

TOP BARS

REINFORCEMENT

BOTTOM

BARS

SIDE BARS

TYPE

STIRRUPS

SIZE SPACING

EACH END

f'c = SEE GENERAL NOTES

REMARKS

3#8

RIGHT END

TOP BARS

3#8

EACH FACE

SEE NOTE 3

NOTES:

1. SEE PLAN FOR TOP OF GRADE BEAM ELEVATION.

2. LEFT END AND RIGHT END OF BEAM ARE DEFINED ON BEAM ORIENTATION KEY PLAN.

3. SEE TYPICAL GRADE BEAM SECTION DETAIL WHERE NO SIDE BARS ARE INDICATED.

BAR SIZE

NUMBER OF BARS

REINFORCEMENT LEGEND:

3#9x7'-2"

BAR LENGTH

30 30 5#8 3#6 4B #4 4"5#8 5#8 12" STIRRUP SPACING BETWEEN GL-C.9 AND GL-B.9

GB3 50 30 8#8 3#6 4B #4 12"8#8 8#8 -

135 DEGREE

HOOK

2 LEGS

H

W

H

4 LEGS

W

H 135 DEGREE

HOOK

A

TYPE 2B

B

TYPE 4B

VA CONTRACT NO. 36C77621N2815

3300 Dundee Rd. Suite D

Northbrook, IL 60062

T: 847.952.9362 www. bancroft-ae.com

BAE PROJECT NO. 18-121 U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Approved: Project Director

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Drawing Title

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

STRUCTURAL:

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

4/ 7/

0:

:2

A

M B

IM

Io w a C ity E

H R

M /T

T

O

1.

IO

W

A C

IT

Y

E H

R M

R

C E

N T

R A

L.

rv t

HLMW

TYPICAL FOUNDATION DETAILS

02-S202 04/08/22

O21041.00

IOWA CITY, IA

EHRM INFRASTRUCTURE

UPGRADES

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

NOT TO SCALE

GRADE BEAM SECTION -

BASE SHEAR TRANSFER CONDITION

1 NOT TO SCALE

GRADE BEAM ORIENTATION KEY PLAN

2 NOT TO SCALE

TYPICAL GRADE BEAM INTERSECTION PLAN DETAILS

NOT TO SCALE

TYPICAL GRADE BEAM INTERIOR INTERSECTION DETAIL

4 NOT TO SCALE

GRADE BEAM SCHEDULE

5 NOT TO SCALE

GRADE BEAM STIRRUP TYPES

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

GRADE BEAM

REINFORCING,

SEE SCHEDULE

T/SLAB ON GRADE

EL SEE PLAN

SEE SCHEDULE

W

S E

E S

C H

E D

U

LE

H

8"

PROVIDE 3/4" x 10" x 10"

BEARING PLATE AT

MICROPILE TO GRADE

BEAM CONNECTION

T Y

P

8"

SEE PLAN

(E) WAREHOUSE SLAB

ON GRADE, ROUGHEN

CUT EDGE EFORE

POURING NEW SLAB

NEW SLAB ON GRADE

SEE 1/S202 FOR

ADDITIONAL INFO

#4 x 2'-6" @ 24" OC, DRILL

AND EPOXY INTO EXISTING

SLAB WITH 4" EMBEDMENT

AT MID-DEPTH OF SLAB

8" DIA MICORPILE, SEE

GENRAL NOTES AND

PROJECT SPECS FOR

ADDITIONAL INFO

(E) SPREAD FOOTING.

DRILL THROUGH AS

REQUIRED FOR MICROPILE

INSTALLATION

HSS COLUMN, SEE PLAN

ANCHOR BOLTS, SEE

PLAN/SCHEDULE

CONCRETE ENCASEMENT

WRAP WITH 6x6-W4.0x4.0 WWR

SEE PLAN

T/FOOTING

691'-0" (VIF)

5/16

1 1/2"

GRADE BEAM

REINFORCING,

SEE SCHEDULE

T/SLAB ON GRADE

EL SEE PLAN

SEE SCHEDULE

W

8"

PERPENDICULAR GRADE

BEAM, SEE PLAN. REINF

NOT SHOWN FOR CLARITY

T Y

P

8"

NEW SLAB ON GRADE

8" DIA MICORPILE, SEE

GENRAL NOTES AND

PROJECT SPECS FOR

ADDITIONAL INFO

HSS COLUMN, SEE PLAN

ANCHOR BOLTS, SEE

PLAN/SCHEDULE

CONCRETE

ENCASEMENT. WRAP

WITH 6x6-W4.0x4.0 WWR

SEE PLAN

T/FOOTING

692'-3" (VIF)

C.9

SEE PLAN

CL PILE

(E) FOUNDATION WALL

3/8" JOINT MATERIAL

BETWEEN (E) WALL AND

NEW GRADE BEAMS

(E) WALL FOOTING

SEE 2/S210 FOR

ADDITIONAL

INFO

T/SLAB ON GRADE

EL SEE PLAN

SEE SCHEDULE

W

8"

T Y

P

8"

NEW SLAB ON GRADE

8" DIA MICORPILE, SEE

GENRAL NOTES AND

PROJECT SPECS FOR

ADDITIONAL INFO

HSS COLUMN, SEE PLAN

ANCHOR BOLTS, SEE

PLAN/SCHEDULE

T/FOOTING

(VIF)

C.9

SEE PLAN

CL PILE

(E) FOUNDATION WALL

FOOTING

3/8" JOINT MATERIAL

BETWEEN (E) WALL AND

NEW GRADE BEAMS

T/SLAB ON GRADE

VIF

HSS POST, SEE PLAN

DEMO EXISTING CMU WALL

BEYOND AS REQUIRED TO

INSTALL NEW POST

9.2

(E) FOUNDATION WALL

BASE PLATE AND ANCHOR

BOLTS, SEE PLAN AND

SCHEDULE

(E) WALL FOOTING

(E) SLAB ON GRADE

(E) SLAB ON GRADE

VA CONTRACT NO. 36C77621N2815

3300 Dundee Rd. Suite D

Northbrook, IL 60062

T: 847.952.9362 www. bancroft-ae.com

BAE PROJECT NO. 18-121 U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Approved: Project Director

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Drawing Title

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

STRUCTURAL:

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

4/ 7/

0:

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A

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FOUNDATION DETAILS

02-S210 04/08/22

O21041.00

IOWA CITY, IA

EHRM INFRASTRUCTURE

UPGRADES

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

1" = 1'-0"

GRADE BEAM SECTION

1 1" = 1'-0"

GRADE BEAM SECTION

2 1" = 1'-0"

GRADE BEAM SECTION

1" = 1'-0"

GRADE BEAM SECTION

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

T.O. SLAB DATA CENTER FLOOR

716' - 0"

T.O. SLAB DATA CENTER ROOF

730' - 6 1/2"

T.O. SLAB GROUND FLOOR

697' - 10"

C'' D''

W12X26 (24)

W16X36 (24)

H S

S

X 8X

5/

H S

S

X 8X

5/

W12X26

B.9" C.9"

T.O. STEEL BEAM

711' - 0"

24' - 10 1/2"

T.O. GRADE BEAM

696' - 10"

HSS6X6X3/8

HSS6X6X3/8

02-S520

02-S520

02-S520

02-S520

1A

1B

1A

T.O. SLAB DATA CENTER FLOOR

716' - 0"

T.O. SLAB DATA CENTER ROOF

730' - 6 1/2"

T.O. SLAB GROUND FLOOR

697' - 10"

C'' D''B.9" C.9"

W12X26

W16X36 (24)

W12X26 (24)

H S

S

X 8X

5/

H S

S

X 8X

5/

T.O. STEEL BEAM

711' - 0"

24' - 10 1/2"

T.O. GRADE BEAM

696' - 10"

HSS6X6X3/8

HSS6X6X3/8

02-S520

02-S520

02-S520

02-S520

1A

1B

1A

T.O. SLAB DATA CENTER FLOOR

716' - 0"

T.O. SLAB DATA CENTER ROOF

730' - 6 1/2"

T.O. SLAB GROUND FLOOR

697' - 10"

8' 9'7.1' 8.1' 9.1'

W16X36 (19) W16X36 (19)

H S

S

X 8X

5/

H S

S

X 8X

5/

H S

S

X 8X

5/

HSS6X6X3/8

W12X26

HSS6X6X3/8

W12X26

W16X36 (19)W16X36 (19)

T.O. STEEL BEAM

711' - 0"

21' - 0" 20' - 1"

9.2'

T.O. GRADE BEAM

696' - 10"

HSS6X6X3/8

HSS6X6X3/8

02-S520

02-S520

02-S520

02-S520

02-S520

02-S520

02-S520

02-S520

1 1B1B

1B 1B

1A1A

VA CONTRACT NO. 36C77621N2815

3300 Dundee Rd. Suite D

Northbrook, IL 60062

T: 847.952.9362 www. bancroft-ae.com

BAE PROJECT NO. 18-121 U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Approved: Project Director

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Drawing Title

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

STRUCTURAL:

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

4/ 7/

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BRACED FRAME ELEVATIONS

02-S301 04/08/22

O21041.00

IOWA CITY, IA

EHRM INFRASTRUCTURE

UPGRADES

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

1/4" = 1'-0"

BF - 7.1 ELEVATION

1 1/4" = 1'-0"

BF - 11.1 ELEVATION

2 1/4" = 1'-0"

BF - C.9 ELEVATION

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-15-21

75% DESIGN DEVELOPMENT SUBMISSION 08-19-21

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-21-21

CL

COLUMN

FINISHED COLUMN

END SURFACE

ANCHOR ROD

FINISH BASE PLATE FOR

PLATE THICKNESS 2" OR LESS;

PRESS OR MILL BASE PLATE

FOR THICKNESS 2" - 4"; AND

MILL BASE PLATE FOR

THICKNESS GREATER THAN 4"

NON-SHRINK

GROUT

CL

COLUMN

CL

COLUMN

t

NOTES:

1. SEE TYPICAL ANCHOR ROD DETAIL FOR ADDITIONAL INFORMATION

2. COLUMN STABILITY DURING ERECTION IS RESPONSIBILITY OF

CONTRACTOR

3. CONTRACTOR'S OPTION TO FIELD WELD COLUMNS TO BASEPLATES

1/4

T/CONCRETE

EL SEE PLANS, DETAILS,

OR SCHEDULES

ELEVATION

A

HSS PLAN - TYPE 01 (BP01)

EQ EQ

E Q

E Q

10"

2" TYP

PL 1"

CL

COLUMN

CL

COLUMN

1/4

B

HSS PLAN - TYPE 02 (BP02)

EQ EQ

10"

2" TYP

PL 1"

5"

6"

3/4" DIA

ANCHOR ROD

3/4" DIA

ANCHOR ROD

CL

COLUMN

CL

COLUMN

1/4

D

HSS PLAN - TYPE 04 (BP04)

E Q

E Q 12

2" T

Y P

PL 3/4"

3/4" DIA HILTI KWIK BOLT TZ2

W/ 3 1/4" EFFECTIVE EMBEDMENT DEPTH

SEE SIM

31"

6" 7" 8" 8"

2/02-S501

CL

COLUMN

CL

COLUMN

1/4

C

HSS PLAN - TYPE 03 (BP03)

EQ EQ

E Q

E Q

9"

PL 1/2"

5/8" DIA HILTI KH-EZ

W/ 3.88" MINIMUM

EFFECTIVE EMBEDMENT

AT 12" GAGE

SEE SIM

2" T

Y P

2/02-S501

CL

SUPPORTING

BEAM

SINGLE

PLATE

SINGLE

ANGLE

SUPPORTING BEAM

NO SINGLE ANGLE

CONNECTIONS AT ENDS

OF SUPPORTING BEAMS

SUPPORTED

BEAM

DOUBLE

ANGLE

NOTES:

1. SUPPORTED BEAMS PRIMARILY SUPPORT DISTRIBUTED LOADS FROM SLABS OR DECKING

2. SUPPORTING BEAMS SUPPORT SIGNIFICANT POINT LOADS FROM ONE OR MORE SUPPORTED

BEAMS OR FROM COLUMNS BEING TRANSFERRED. SUPPORTING BEAMS MAY BE

SUPPORTED BY COLUMNS OR BY OTHER SUPPORTING BEAMS

3. FOR SHEAR CONNECTIONS AT SUPPORTED BEAM ENDS, DOUBLE ANGLE,

SINGLE PLATE OR SINGLE ANGLE MAY BE USED UNLESS OTHERWISE NOTED

4. SEE TYPICAL STEEL BEAM SHEAR CONNECTIONS FOR INFORMATION NOT SHOWN

SKEW

ANGLE

TYPICAL

SKEWED

WELD

BENT PLATE

WELDED OR BOLTED

CONNECTION

BENT PLATE

CL

BEAM

CL

BEAM

CL

BEAM

CL

BEAM

BEAM

TOP FLANGE

BEAM

TOP FLANGE

D

MINIMIZE

A S

R E

Q U

IR

E

D F

O R

A C

C E

S S

ALT

WELD

D

SECTION

NOTES:

1. SEE TYPICAL STEEL BEAM SHEAR CONNECTIONS FOR ADDITIONAL INFORMATION

FOR DETAIL A.

2. DETAILS B AND C ARE CONCEPTUAL (NOT COMPLETELY DESIGNED) AND ARE

INTENDED FOR FRAMING CONDITIONS OUTSIDE THE LIMITS OF COMPLETELY

DESIGNED TYPICAL STEEL BEAM SHEAR CONNECTIONS IN THESE DRAWINGS

BEAM

TOP FLANGE

A

SKEWED SINGLE PLATE

B

SKEWED SHEAR END PLATE

C

BENT PLATE

2" M

IN

IM

U M

4" M

IN

IM

U M

C O

V E

R

T/CONCRETE

EL SEE PLANS, DETAILS

OR SCHEDULES

SEE ANCHOR ROD

SCHEDULE FOR WELD A

FULLY TIGHTENED DOUBLE NUTS

OR HEX BOLT HEAD

MINIMUM EMBEDMENT LENGTH

PER SCHEDULE A

NOMINAL GROUT THICKNESS

PER SCHEDULE A

HEAVY HEX NUT

SQUARE OR ROUND PLATE

WASHER WITH STANDARD HOLE

SIZE AND THICKNESS PER

SCHEDULE A

MINIMUM ANCHOR ROD PROJECTION

ABOVE BASE PLATE PER SCHEDULE ATHREAD LENGTH

BASE PLATE W/ OVERSIZED

HOLE, PER SCHEDULE A

MIN PROJ

ABOVE

BASE PL

MIN

WASHER

t

MIN

WASHER

SIZE

BASE PL

HOLE DIA

ANCHOR

ROD

DIAMETER

SCHEDULE A

NOMINAL

GROUT

THICKNESS

ANCHOR ROD PER ANCHOR ROD

SCHEDULE / COLUMN SCHEDULE

BOTTOM OF CONCRETE

BOTTOM OF BASE PLATE

SETTING NUT AND PLATE WASHER

(1/2" MINIMUM WASHER THICKNESS)

OR SHIM STACK AT CONTRACTOR'S

OPTION / COORDINATION

1'

3/

4"

4"

1/

2"

3/ 4"

1'

/1 6"

3/4" 1-5/16" 2" 1/4" 3" 2"

1/

2"

A

MINIMUM

EMBEDMENT

LENGTH

18"

WELD

A

1/8

3/4" EXP 15/16" 2" 1/4" 3" 1 1/2" SEE 1/8

NOTES:

1. EXP INDICATES POST-INSTALLED EXPANSION ANCHOR. SEE FOR ADDITIONAL INFORMATION.

2. SCR INDICATES POST-INSTALLED SCREW ANCHOR. SEE FOR ADDITIONAL INFORMATION.

1/02-S501

1/02-S501

5/8" SCR 13/16" 2" 1/4" 3" 1" SEE

1/02-S501

1/02-S5011/8

NOTES:

1. FOR SIZE AND LOCATION SEE MEP DRAWINGS

2. ROUGHEN SURFACE OF SLAB TO 1/4" AMPLITUDE, CLEAN THOROUGHLY

AND APPLY BONDING AGENT IMMEDIATELY BEFORE CASTING CURB

KEYWAY OR

INTENTIONALLY

ROUGHENED SURFACE

SEE NOTE 2

#4 CONTINUOUS

EACH FACE

AT TOP

SLAB ON

STEEL DECK

HOOK

1' - 0"

6' ' M

A X

S E

E M

E P

D W

G S

8"

3/4" TYPICAL

1-1/2" AT EXPOSED

EXTERIOR LOCATIONS

#4@18" OC TOP AND BOTTOM

EXTEND REINFORCEMENT

2'-6" EACH SIDE OF CURB

(HOOK AT EDGE)

#4@18" OC CONTINUOUS PARALLEL

TO CURB EXTEND REINFORCEMENT

3H PAST END OF CURB 2'-6" MINIMUM

T Y

P

IC

A L

3/ 4"

#4 CONTINUOUS

EACH FACE

#4@12"

TYPICAL EDGE

RTU

SEE MEP DWGS

(2) #4 CONTINUOUS

IN DECK FLUTES

BELOW CURB

THICKNESS REINFORCEMENT

≤ 4"

≤ 6"

≤ 12"

≤ 3" WWR 6x6 - W2.9xW2.9

#4@12" TOP EACH WAY

#4@12" TOP & BOTTOM EACH WAY

CONCRETE FILL SEE

ARCHITECTURE DRAWINGS

SEE SCHEDULE FOR

REINFORCEMENT UON

CONTINUOUS #4 NOSING BAR

NOT SHOWN

COMPOSITE STEEL DECK

SLAB SEE FRAMING PLANS

INTENTIONALLY ROUGHEN SURFACE AND

BOND TO SLAB PER SPECIFICATIONS

#4@12" OC DRILLED IN

WITH ADHESIVE ANCHORS

2 1/2" MINIMUM EMBED

EACH SIDE OF RAMP

COMPOSITE STEEL DECK SLAB

SEE FRAMING PLANS

SAW-CUT

EDGE

WWR 6x6 - W4.0xW4.0

NOTES:

1. THIS DETAIL IS NOT APPLICABLE TO GENERAL RAISED SLAB AREA HIGHER

THAN 4" OTHER THAN MECHANICAL PADS AND HOUSEKEEPING PADS

T/RAMP

EL SEE PLAN

FOR REINFORCEMENT

SEE SCHEDULE

INTENTIONALLY ROUGHEN SURFACE AND

BOND TO SLAB PER SPECIFICATIONS

FOR CONSTRUCTION JOINTS

FOR SIZE AND LOCATION

SEE MEP DRAWINGS

#4 NOSING CONTINUOUS ALL AROUND

#4@12" OC DRILLED IN

WITH ADHESIVE ANCHORS

2 1/2" MINIMUM EMBED

EACH SIDE OF RAMP OR PAD

5"

TYPICAL

1' - 6"

2"

M

IN

2"

A

DETAIL AT RAMP

B

SECTION AT RAMP OR PAD

VA CONTRACT NO. 36C77621N2815

3300 Dundee Rd. Suite D

Northbrook, IL 60062

T: 847.952.9362 www. bancroft-ae.com

BAE PROJECT NO. 18-121 U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Approved: Project Director

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Drawing Title

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

STRUCTURAL:

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

4/ 7/

0:

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HLMW

TYPICAL STEEL DETAILS

02-S501 04/08/22

O21041.00

IOWA CITY, IA

EHRM INFRASTRUCTURE

UPGRADES

CONSTRUCTION BID

DOCUMENTS

FULLY SPRINKLERED

NOT TO SCALE

TYPICAL BASE PLATE DETAIL

NOT TO SCALE

TYPICAL BEAM TO BEAM SHEAR CONNECTION (3 TYPES)

4 NOT TO SCALE

TYPICAL SKEWED BEAM SHEAR CONNECTION

NOT TO SCALE

TYPICAL ANCHOR ROD DETAIL

NOT TO SCALE

TYPICAL CURB…