RFP Attachment 19 - Drawings 695-21-700 Part 12.pdf

PROFILE VIEW OF 18004375.03 PROPOSED MH 22

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF 18004375.03 PROPOSED MH 23

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

STORM PLAN AND PROFILE 22 & 23

100-CU126

PROFILE VIEW OF 18004375.03 PROPOSED MH 25

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF 18004375.03 PROPOSED MH 24

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

STORM PLAN AND PROFILE 24 & 25

100-CU127

PROFILE VIEW OF 18004375.03 PROPOSED MH 28

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF 18004375.03 PROPOSED MH 26

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF 18004375.03 PROPOSED MH 27

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

STORM PLAN AND PROFILE 26,27 & 28

100-CU128

PROFILE VIEW OF 18004375.03 PROPOSED MH 30

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF 18004375.03 PROPOSED MH 29

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

STORM PLAN AND PROFILE 29 & 30

100-CU129

PROFILE VIEW OF 18004375.03 PROPOSED MH 33

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF 18004375.03 PROPOSED MH 31

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF 18004375.03 PROPOSED MH 32

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

STORM PLAN AND PROFILE 31,32 & 33

100-CU130

PROFILE VIEW OF 18004375.03 PROPOSED MH 34

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF 18004375.03 PROPOSED MH 35

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

STORM PLAN AND PROFILE 34 & 35

100-CU131

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

CIVIL DETAILS

100-CK100

CONCRETE HEADER3

MOUNTABLE CONCRETE CURB AND GUTTER4

CONCRETE CURB AND TERMINAL SECTION2

TYPE 2 UTILITY TRENCH PATCH5 TYPE 3 UTILITY TRENCH PATCH6

GENERAL NOTES

SEE PLAN

5" PCC

4" AGGREGATE BASE

(98% STD. DENSITY) (TYPE A)

COMPACTED SUBGRADE

CORE DRILL HOLE

FOR PIPE ENTRY

SEE PLANS FOR

ELEVATIONS

1" CLEAN STONE,

8" DEPTH

6" PERFORATED PIPE

6" PVC

CORE DRILL HOLE

FOR PIPE ENTRY

SEE PLANS FOR

ELEVATIONS

1" CLEAN STONE,

8" DEPTH

SEE TECHNOLOGY

PLANS FOR MANHOLE

SIZE AND DETAILS

PCC SIDEWALK DETAIL1

MANHOLE DRAINAGE DETAIL7

A A

CROSS-SECTION

PLAN

SECTION A-A

PROFILE

ENGINEERING FABRIC

TO

P

O F

PO

N

D

W

ID

TH

, W

ENGINEERING FABRIC

NOTES:

1. DETAIL DERIVED FROM SUDAS

(DWG NO. 9040.111).

T (ft.)

W (FT.) REVETMENT

2.5 MEDIUM RIP RAP

WATER LEVEL

PIPE OUTLET NEAR POND8

L (ft.)

30'-0"

'-0

S001

NEW GENERATOR

8" 8"

SEE PLAN

GRADE - SEE CIVIL

#5 DOWEL @ 12" OC

2'-6"

2'-6"

#5 @ 12" OC VERT

#5 @ 12" OC HORIZ

8" CONCRETE SLAB ON

GRADE REINFORCED WITH

#5 @ 12" OC EACH WAY

GENERATOR - SEE

ELECTRICAL DRAWINGS

TYP

6" MIN

3/4" CHAMFER,

TYP

NOTES:

1. REFER TO ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF GENERATOR.

2. COORDINATE LOCATION OF NEW GENERATOR PAD AND DIMENSIONS WITH

ELECTRICAL CONTRACTOR AND CIVIL DRAWINGS.

BUILDING 148

KEYPLAN

NO SCALE

S001

N O R

HT

15 SUNNEN DRIVE

SUITE 104

ST. LOUIS, MO 63143

P: 314.645.1132 F: 314.645.1173

The FUTURE. Built Smarter www.imegcorp.com

PROJECT #18004375.03 0

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

/8

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

5000 W. NATIONAL AVENUE MILWAUKEE, WI

fi le s \A c ti v e

\P ro je c ts

\2

\1

.0

\V ir tu a lD e s ig n \R e v it \S tr u c tu ra l R e v it M o d e l\ S

.0

V A

M

IL

W A

U K

E E

E H

R M

C

.r v t

/2

/2

:3

:1

A

M

GENERAL NOTES, EQUIPMENT PLAN AND

DETAIL

KATGOL WALLEW

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

S001

1/8" = 1'-0"

NEW EQUIPMENT PAD

1 3/4" = 1'-0"

EQUIPMENT PAD SECTION

Revisions: Date:

DESIGN CRITERIA

1. STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH:

IBC 2021

ASCE 7-16

ACI 318-19

2. SNOW:

GROUND SNOW 30 PSF

SNOW EXPOSURE FACTOR 0.9

THERMAL FACTOR 1.0

IMPORTANCE FACTOR 1.0

FLAT-ROOF SNOW 20 PSF

DESIGN SNOW 20 PSF

3. WIND:

BASIC WIND SPEED V ULT = 107 MPH

IMPORTANCE FACTOR 1.0

EXPOSURE CLASS B

MWFRS DESIGN WIND PRESSURE BY EQUIPMENT MANUFACTURER

GENERAL

1. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE SAFETY OF PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE

CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYS, ETC. IN

ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.

2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION

OF ALL DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF

CONSTRUCTION SO A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN

CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE

CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE

OWNER OR ARCHITECT.

3. STRUCTURAL SUBSTITUTIONS MAY BE ALLOWED WITH THE APPROVAL OF THE

STRUCTURAL ENGINEER. SUPPLIER SHALL PROVIDE SEALED DESIGN CALCULATIONS OR

SUITABLE PRODUCT LITERATURE FOR THE COMPONENTS.

4. ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE

JOBSITE PRIOR TO CONSTRUCTION, START OF SHOP DRAWINGS, START OF

CONSTRUCTION, AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE

ENCOUNTERED, OR CONDITIONS DEVELOP THAT ARE NOT COVERED BY THE CONTRACT

DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

5. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR

OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT OF

NEW WORK.

6. STRUCTURAL DRAWINGS INCLUDE DESIGN REQUIREMENTS AND DIMENSIONS FOR

STRUCTURAL INTEGRITY BUT DO NOT SHOW ALL DETAIL DIMENSIONS TO FIT INTRICATE

ARCHITECTURAL AND MECHANICAL DETAILS. CONTRACTOR SHALL SO CONSTRUCT THE

WORK SO IT WILL CONFORM TO THE CLEARANCES REQUIRED BY ARCHITECTURAL,

MECHANICAL AND ELECTRICAL DESIGN.

7. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE

CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL

NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

8. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED

DRAWINGS AND LARGE-SCALE OVER SMALL-SCALE DRAWINGS. CONTRACTOR TO

DETERMINE FINAL DIMENSION WITH ARCHITECT.

9. TYPICAL DETAILS SHALL APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE

THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. WHERE NO DETAILS ARE

GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

10. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT

INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN

DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,

BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.

OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER SHALL

NOT INCLUDE INSPECTION OR APPROVAL OF THE ABOVE ITEMS AND DO NOT IN ANY WAY

RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES FOR THE ABOVE.

11. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS,

CONDITIONS, PITS, TRENCHES, PADS, DEPRESSIONS, ROOF/FLOOR OPENINGS, STAIRS,

SLEEVES, ITEMS TO BE EMBEDDED OR ATTACHED TO STRUCTURAL ELEMENTS, ETC., NOT

SHOWN ON THE STRUCTURAL DRAWINGS.

12. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND

PLUMBING WITH APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND LOCATIONS

SHOWN FOR DUCTS, PIPE, INSERTS AND OTHER PENETRATIONS WHEN SHOWN ARE FOR

GENERAL INFORMATION ONLY AND SHALL BE VERIFIED PRIOR TO FORMING.

13. NO HOLES, NOTCHES, BLOCK-OUTS, ETC. ARE ALLOWED IN STRUCTURAL ELEMENTS

UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE

STRUCTURAL ENGINEER.

14. PENETRATIONS SHALL BE CAST-IN-PLACE AND SHALL NOT BE PERMITTED EXCEPT AS

SHOWN IN THE STRUCTURAL DRAWINGS.

15. BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, EACH PARTY SHALL VISIT THE

PREMISES AND BECOME FULLY ACQUAINTED WITH CONDITIONS IN FIELD, TEMPORARY

CONSTRUCTION REQUIRED, QUANTITIES AND TYPE OF EQUIPMENT, ETC. THE PROPOSAL

SHALL INCLUDE ALL SUMS REQUIRED TO DO THE WORK.

REINFORCING STEEL

1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE

AMERICAN CONCRETE INSTITUTE “ACI DETAILING MANUAL” (SP-066) EXCEPT AS

OTHERWISE SHOWN, NOTED OR SPECIFIED.

2. CONCRETE REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL

CONFORMING TO THE FOLLOWING STANDARDS:

DEFORMED BARS ASTM A615, GR 60 Fy = 60 KSI

3. MINIMUM CONCRETE COVER SHALL BE PROVIDED AS FOLLOWS TO THE OUTERMOST

REINFORCING BARS:

CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND 3”

EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

#6 BARS OR LARGER 2”

#5 BARS OR SMALLER 1 1/2”

NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

SLABS, JOIST AND WALLS WITH #14 AND #18 BARS 1 1/2”

SLABS, JOISTS AND WALLS WITH #11 BARS OR SMALLER 3/4”

4. SUPPORTS FOR REINFORCEMENT SHALL HAVE CLASS 2 PROTECTION AS DEFINED IN THE

CRSI MANUAL OF STANDARD PRACTICE, UNLESS OTHERWISE NOTED.

5. WHERE REINFORCEMENT LENGTH IS SPECIFIED, NO SPLICES ARE PERMITTED WITHIN THE

SPECIFIED LENGTH WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER.

6. CUTTING OF REINFORCING WHICH CONFLICTS WITH EMBEDDED OBJECTS OR SLEEVES IS

NOT ACCEPTABLE.

7. REINFORCING BARS SHALL BE BENT COLD, AND NO METHOD OF FABRICATION SHALL BE

USED WHICH WOULD BE INJURIOUS TO THE MATERIAL. HEATING OF BARS FOR BENDING IS

NOT PERMITTED.

8. FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED EXCEPT AS INDICATED

ON THE DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER.

9. ALL CONCRETE NOT OTHERWISE SPECIFIED SHALL BE REINFORCED TO THE MINIMUM

REQUIREMENT OF ACI 318.

EARTHWORK

1. FOUNDATION DESIGN IS IN ACCORDANCE WITH THE BUILDING CODE ALLOWABLE BEARING

PRESSURES. NO NEW GEOTECHNICAL REPORT HAS BEEN PROVIDED BY THE OWNER FOR

THIS PROJECT.

2. SOIL PROPERTIES PER THE GEOTECHNICAL REPORT:

ALLOWABLE NET SOIL BEARING PRESSURE:

FOOTINGS 1500 PSF (ASSUMED)

3. CARE SHALL BE EXERCISED WHEN EXCAVATING OR GRADING ADJACENT TO EXISTING

STRUCTURES OR IMPROVEMENTS TO NOT DAMAGE OR UNDERMINE FOUNDATIONS,

WALLS, SLABS, UTILITIES, ETC.

4. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK

OPERATIONS FOR FILL MATERIAL OR BURIED STRUCTURES SUCH AS CESSPOOLS,

CISTERNS AND FOUNDATIONS. IF ANY SUCH MATERIAL OR STRUCTURES ARE FOUND,

ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIATELY. ALL ABANDONED FOUNDATIONS,

UTILITIES AND OTHER STRUCTURES THAT INTERFERE WITH NEW CONSTRUCTION SHALL

BE REMOVED.

5. ALL FOOTINGS AND SLABS ON GRADE SHALL BE PLACED ONTO FIRM UNDISTURBED SOIL

OR CONTROLLED COMPACTED FILL, REMOVING ANY EXISTING FILL, ORGANIC MATERIAL,

OR UNSUITABLE SOILS. EXPOSED NATURAL SOIL SHALL BE PROOF ROLLED BELOW SLABS

ON GRADE.

6. FOUNDATION ELEVATIONS SHOWN DESIGNATE A MINIMUM DEPTH WHERE AN ADEQUATE

SOIL BEARING PRESSURE IS EXPECTED. FOOTINGS, PIERS AND/OR WALLS SHALL BE

LOWERED OR EXTENDED AS REQUIRED TO REACH SOIL MEETING THE DESIGN BEARING

PRESSURE.

7. ALL REQUIRED BACKFILL AND UTILITY TRENCH BACKFILL WITHIN THE BUILDING AREA

SHALL BE MECHANICALLY COMPACTED IN 8” LAYERS TO 95% MAXIMUM DRY DENSITY PER

ASTM D1557 AND TO THE APPROVAL OF THE INSPECTION AGENCY

8. THE MOISTURE CONTENT OF ONSITE CLAYEY SOILS AT THE TIME OF COMPACTION SHALL

BE BETWEEN 2-3% ABOVE OPTIMUM MOISTURE CONTENT.

9. ANY REQUIRED IMPORT FILL SOIL SHALL HAVE A LOW POTENTIAL FOR EXPANSION AND

SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO IMPORTING.

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO THE CORRESPONDING EDITION OF THE

AMERICAN CONCRETE INSTITUTE PUBLICATIONS: ACI 117, ACI 301, ACI 305.1, ACI 306.1, ACI

308.1, ACI 318 AND SP-066, UNLESS OTHERWISE NOTED.

2. CONCRETE MATERIALS SHALL CONFORM TO:

CEMENT ASTM C150, TYPE I OR II

FLY ASH ASTM C618, TYPE C OR F

FINE AND COARSE AGGREGATE ASTM C33

WATER POTABLE

AIR-ENTRAINING ADMIXTURE ASTM C260

WATER REDUCING ADMIXTURE ASTM C494

CONCRETE STRENGTHS SHALL CONFORM TO:

INTENDED USE STRENGTH (PSI) EXPOSURE

CLASS

UNLESS OTHERWISE NOTED 5000 F3, C2

NORMAL-WEIGHT 28-DAY STRENGTH UNLESS OTHERWISE NOTED.

3. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED 57,000 SQRT(f’c) FOR NORMAL-WEIGHT CONCRETE OR wc1.5 33 SQRT(f’c).

4. CROSS REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO ENSURE PROPER

DIMENSIONS AND PLACEMENT OF ALL ANCHOR BOLTS, INSERTS, NOTCHES, AND EDGES

OF WALLS/FOUNDATIONS PRIOR TO PLACING CONCRETE.

5. UNLESS OTHERWISE NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER WALLS, PIERS

OR COLUMNS.

6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL ENSURE ALL REINFORCING AND

EMBEDMENTS, INCLUDING COLUMN ANCHOR BOLTS, ARE PROPERLY LOCATED AND

SECURELY TIED IN PLACE.

7. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL PENETRATIONS THROUGH

CONCRETE BEFORE PLACING. SECURE SLEEVES TO PREVENT MOVEMENT DURING

PLACING OPERATIONS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS.

8. CONFIRM WITH ARCHITECT THAT MATERIALS TO BE EMBEDDED ARE SUITABLE FOR

EMBEDMENT IN CONCRETE.

9. CONDUIT, PIPES, AND SLEEVES EMBEDDED IN CONCRETE SHALL CONFORM TO

REQUIREMENTS OF ACI 318, SECTIONS 20.7 AND 26.8.

10. NO ALUMINUM SHALL BE ALLOWED IN THE CONCRETE WORK UNLESS COATED TO

PREVENT ALUMINUM-CONCRETE REACTION.

11. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4

INCH CHAMFER, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS.

12. SLOPE SLABS TO DRAINS OR FOR POSITIVE DRAINAGE IF NO DRAINS ARE PRESENT AND

PROVIDE DEPRESSIONS WHERE SHOWN ON THE STRUCTURAL AND/OR ARCHITECTURAL

DRAWINGS WITHOUT REDUCING THE THICKNESS OF SLAB INDICATED. FOR SLAB-ON-

GRADE DEPRESSIONS GREATER THAN 1 INCH, SEE DETAILS FOR ADDITIONAL

REINFORCING.

13. CONCRETE SHALL NOT BE PERMITTED TO DROP MORE THAN 5 FEET.

14. IF CONCRETE IS PLACED BY PUMPING, SUPPORT SHALL BE PROVIDED FOR THE HOSE. THE

HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING AND OTHER EMBEDDED

ITEMS.

15. CONCRETE SLABS SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 7 DAYS.

FORMS FOR CONCRETE WALLS SHALL BE LEFT IN PLACE FOR 7 DAYS OR MAY BE

STRIPPED AFTER 3 DAYS AND COATED WITH AN APPROVED CURING COMPOUND.

16. NO LOADS SHALL BE PLACED ON STRUCTURAL CONCRETE SLABS WITHIN 7 DAYS AFTER

CONCRETE IS PLACED. AFTER CONCRETE IS PLACED, IN NO CASE SHALL THE

SUPERIMPOSED CONSTRUCTION LOADS BE GREATER THAN SPECIFIED DESIGN LIVE

LOADS, UNLESS THE WORK IS SHORED.

17. NOTIFY THE ARCHITECT/STRUCTURAL ENGINEER 48 HOURS MINIMUM PRIOR TO ALL

POURS.

18. CONTRACTOR SHALL SURVEY ALL CONCRETE WORK WITHIN 48 HOURS OF PLACING

CONCRETE TO ENSURE PLACEMENT IS IN ACCORDANCE WITH PROJECT REQUIREMENTS.

19. NO CONCRETE SHALL BE PLACED ONTO OR AGAINST SUBGRADES CONTAINING FREE

WATER, FROST, ICE OR SNOW.

20. DURING WINTER CONSTRUCTION, ALL FOOTINGS SHALL BE PROTECTED FROM FROST

PENETRATION UNTIL THE BUILDING IS ENCLOSED AND TEMPORARY HEAT IS PROVIDED.

21. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR SIZE, LOCATION AND HEIGHT

OF MECHANICAL EQUIPMENT PADS ON CONCRETE SLAB ON STEEL DECK AND SLAB-ON-

GRADE.

22. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND

REVIEWED BY THE TESTING AGENCY. RESPONSIBILITY FOR OBTAINING THE REQUIRED

DESIGN STRENGTH IS THE CONTRACTOR’S. SUBMIT TEST DATA ON EACH PROPOSED MIX

FOR REVIEW IN ACCORDANCE WITH THE APPLICABLE CODE. MIX DESIGNS SUBMITTED

WITHOUT THE REQUIRED TEST DATA WILL BE RETURNED WITHOUT REVIEW.

TESTING, INSPECTIONS, AND OBSERVATIONS

1. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION. SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS “SPECIAL INSPECTIONS” AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE.

2. SEE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS OR SPECIFICATIONS FOR TESTING AND INSPECTION

REQUIREMENTS OF NON-STRUCTURAL COMPONENTS.

3. DUTIES OF THE INSPECTION AGENCY PER IBC CHAPTER 17:

a. SUBMIT A PROPOSED TESTING AND INSPECTION PROGRAM TO THE OWNER, THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR REVIEW AND

APPROVAL AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK.

b. PERFORM ALL TESTING AND INSPECTION REQUIRED PER APPROVED TESTING AND INSPECTION PROGRAM.

c. FURNISH INSPECTION REPORT TO THE BUILDING OFFICIAL, THE OWNER, THE ARCHITECT, STRUCTURAL ENGINEER AND THE GENERAL CONTRACTOR. THE REPORTS SHALL BE COMPLETED AND FURNISHED WITHIN 48 HOURS OF INSPECTED WORK.

d. SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTION

AGENCY’S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.

4. SPECIAL INSPECTIONS AND TESTS ARE REQUIRED FOR MATERIALS AND SYSTEMS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH ADDITIONAL MANUFACTURER’S INSTRUCTIONS THAT PRESCRIBE REQUIREMENTS NOT CONTAINED IN CHAPTER 17 OF THE IBC OR IN STANDARDS REFERENCED BY

THE IBC. THESE ITEMS INCLUDE:

a. POST-INSTALLED ANCHORS - INSPECTION

5. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL.

VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC MATERIAL STD

REFERENCE

IBC

REFERENCE

CONCRETE CONSTRUCTION

1. INSPECT REINFORCEMENT, AND VERIFY PLACEMENT X ACI 318: CH 20,

25.2, 25.3, 26.2.1-26.6.3

1908.4

2. MATERIAL IDENTIFICATION OF REINFORCING (TYPE/GRADE) X AISC 341: TABLE

J9.1

3. REINFORCING STEEL HAS NOT BEEN REBENT IN THE FIELD X AISC 341: TABLE

J9.1

4. REINFORCING STEEL HAS BEEN TIED AND SUPPORTED AS REQUIRED X AISC 341: TABLE

J9.1

5. REINFORCING STEEL CLEARANCES HAVE BEEN PROVIDED X AISC 341: TABLE

J9.1

6. INSPECT ANCHORS CAST IN CONCRETE X ACI 318: 17.8.2

7. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS:

a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED

ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS

X ACI 318: 17.8.2.4

b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a X ACI 318: 17.8.2

8. VERIFY USE OF REQUIRED DESIGN MIX X ACI 318: CH 19,

26.4.2, 26.4.4

1904.1, 1904.2, 1908.2, 1908.3

9. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS,

PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE

OF THE CONCRETE

X ASTM C172, ASTM

C31, ACI 318: 26.5,

26.12

1908.10

10. INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X ACI 318: 26.5 1908.6, 1908.7, 1908.8

11. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X ACI 318:

26.5.3-26.5.5

1908.9

12. VERIFY IN-SITU CONCRETE STRENGTH X ACI 318: 26.11.2

13. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE

MEMBER BEING FORMED

X ACI 318: 26.11.2(b)

VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC MATERIAL STD

REFERENCE

IBC

REFERENCE

SOILS

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE

THE DESIGN BEARING CAPACITY

X

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED

PROPER MATERIAL

X

3. PERFORM CLASSIFICATIONS AND TESTING OF COMPACTED FILL MATERIAL X

4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING

PLACEMENT AND COMPACTION OF COMPACTED FILL

X

5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT

SITE HAS BEEN PREPARED PROPERLY

X

8/29/2025

DEMO LEGEND

DEMO KEYNOTES

ENTRY

RCP DEMO LEGEND

DEMO NOTES

RCP KEYNOTES

AREA NOT IN CONTRACT

EXISTING WALL AND ASSOCIATED COMPONENTS

SHALL BE REMOVED - REFER TO DEMOLITION

KEYNOTES FOR ADDITIONAL DETAILS AT SPECIFIC

CONDITIONS.

EXISTING DOOR, FRAME, HARDWARE AND

ASSOCIATED COMPONENTS SHALL BE REMOVED

-REFER TO DEMOLITION KEYNOTES FOR

ADDITIONAL DETAILS AT SPECIFIC CONDITIONS

EXISTING WALL SHALL REMAIN

EXISTING DOOR, FRAME AND HARDWARE

SHALL REMAIN

GRAY AREA NOT IN

PROJECT SCOPE

STORAGE

0031 2

3 4

STORAGE

DEMO ACT CEILING

DEMO HUNG LIGHT FIXTURE

AREA OF WORK

1. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT OF ANY DIMENSIONAL

DISCREPANCIES DISCOVERED DURING CONSTRUCTION.

2. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND TECHNOLOGY DRAWINGS

FOR MORE INFORMATION.

3. ALL ABANDONED LINES, PIPES, CONDUITS DISCOVERED AFTER CEILING

REMOVAL ARE ALSO TO BE REMOVED.

4. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF EMERGENCY LIGHTING.

5. CENTER CEILING AND LIGHTS IN ALL SPACES WHERE POSSIBLE, U.N.O.

6. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF UNDER-CABINET LIGHT

FIXTURES.

7. GYP. BD. SOFFITS ABOVE UPPER CABINETS SHALL EXTEND TO TOP OF CABINET

(7'-0" U.N.O.).

8. THIS SHEET IS FOR LAYOUT ONLY. SEE ELECTRICAL AND MECHANICAL

DRAWINGS FOR EXACT FIXTURE QUANTITY. ALL SWITCHES, OUTLETS, LIGHTS,

DIFFUSERS, ETC. MUST BE LOCATED PER ARCHITECTURAL DRAWINGS WHERE

APPLICABLE.

9. PROVIDE ACCESS PANELS IN GYPSUM CEILINGS WHERE REQUIRED TO ACCESS

ABOVE CEILING EQUIPMENT. (SEE SPECS)

10. ALL CEILINGS SHALL BE 9'-0" AFF U.N.O.

11. REFER TO FINISH DRAWINGS FOR CEILING GRID AND PANEL TYPE AND SIZE.

12. BOTTOM OF GYP. BD. BULKHEADS SHALL BE 8'-6" AFF U.N.O.

13. ALL PARTITION WALLS SHALL EXTEND TO UNDERSIDE OF DECK ABOVE U.N.O.

14. ALL FRAMING MEMBERS SHALL BE ADEQUATELY SIZED FOR THE REQUIRED

SPAN/SPACING. REFER TO SPECS FOR ADDITIONAL GYP. BD. INFORMATION. GYP.

BD. CEILINGS SHALL BE INSTALLED PER ASTM C840.

15. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK AND

AFTER DEMOLITION SITE SURVEY THE SPACE DIMENSIONS, EQUIPMENT, DOOR,

MECHANICALS, ELECTRICAL, FIRE PROTECTION, ETC. AND COORDINATE WITH NEW

CONSTRUCTION. BRING ANY DISCREPANCIES AND OR QUESTION TO THE AE AND

COR PRIOR TO PROCEEDING FORWARD WITH ANY NEW CONSTRUCTION. USE THIS

DOCUMENT FOR SUBCONTRACTOR REVIEW AS ACCEPTANCE OF CONDITIONS.

NOTE NUMBER NOTE

EXPOSED CEILING

DEMO EXISTING CEILING FINISHES AND FIXTURES

REPLACE CEILING TILES IN AREA OF WORK

REMOVE, SALVAGE, AND REINTSTALL CEILING TILES IN AREA OF WORK

PATCH AND REPAIR EXISTING CEILING

EXPOSED CEILING. PATCH, REPAIR AND PAINT AS REQUIRED.

DEMO EXISTING CEILING FINISHES AND FIXTURES.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

G ra p h ic S c a le

/1

A u to d e s k D o c s /O

C F

M E a s t

M ilw a u k e e E

H R

M

R

C o n s o lid a te d M o d e l (R rv t

/3 /2

:3

:3

P

M

BUILDING 03 FIRST FLOOR DEMO PLAN & RCP

RCO HS

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

03-AD101

5000 W. NATIONAL AVENUE MILWAUKEE, WI

1/4" = 1'-0"

BUILDING 03 FIRST FLOOR DEMO PLAN

Note Number Note

1 REMOVE AND SALVAGE FURNITURE, EQUIPMENT AND FIXTURES SECURED TO THE

WALL. STORE AT VA DESIGNATED LOCATION.

2 REMOVE FLOOR FINISH, FLOOR COVERING, WALL BASE, WALL COVERING, WALLS

AND ASSOCIATED COMPONENTS. CLEAN AND PATCH WALLS AND FLOORS AS

REQUIRED TO RECEIVE NEW FINISHES. LEVEL FLOOR AS REQUIRED FOR NEW

FINISH.

3 REMOVE ALL COVERINGS FROM EXISTING WALL PARTITION ASSEMBLIES ON THE

DEMO SIDE ONLY. DO NOT REMOVE FRAMING, SOUND BATTS, GYP.BD ON

NON-DEMO SIDE. REFER TO FINISH SCHEDULE FOR NEW FINISHES. REFER TO THE

FLOOR PLAN FOR NEW WORK.

4 REMOVE EXISTING DOOR, DOOR FRAME, DOOR HARDWARE AND DISPOSE

MATERIALS. PREPARE WALL TO BE INFILLED.

6 EXISTING TELECOMMUNICATIONS ROOM TO REMAIN. REFERENCE TECHNOLOGY

SHEETS FOR MORE INFORMATION.

7 DEMO EXISTING CASEWORK.

8 REMOVE EXISTING TELCOMMUNICATIONS ROOM EQUIPMENT AND STORE IN VA

DESIGNATED AREA.

9 REMOVE EXISTING SINK. REFERENCE PLUMBING DEMOLITION SHEET FOR

ADDITIONAL INFORMATION.

10 DEMO EXISTING SOFFIT.

11 EXISTING WINDOW TO REMAIN. SEAL WINDOW AND TINT FROM INTERIOR OF

WINDOW (TYP.). DEMO EXISTING TRIM AND PREPARE WALL TO BE INFILLED TO

MATCH EXISTING.

12 DEMO EXISTING CEILING FINISHES AND FIXTURES.

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/4" = 1'-0"

BUIDLING 3 FIRST FLOOR DEMO RCP

NTS

KEY PLAN - BLDG 3

Revisions: Date:

GENERAL NOTES

AREA PLAN LEGEND

KEYNOTES

STORAGE

RCP LEGEND

RCP KEYNOTES

1. G.C. SHALL VERIFY DIMENSIONS OF OWNER FURNISHED

EQUIPMENT AND COORDINATE INSTALLATION WITH ALL

TRADES WHERE REQUIRED.

2. REFER TO FINISH SHEETS FOR PARTITION PROTECTION

INFORMATION INCLUDING BUT NOT LIMITED TO ALL CORNER

GUARD TYPES AND LOCATIONS.

3. G.C. SHALL INSTALL IN-WALL METAL BACKING FOR ALL

PARTITION-MOUNTED EQUIPMENT, ACCESSORIES,

PARTITION STOPS, ETC.

4. G.C. SHALL INSTALL FIRE-RETARDANT WOOD BLOCKING

WITHIN WALLS BASED ON CASEWORK ELEVATIONS AND ALL

INTERIOR PARTITION ELEVATIONS.

5. ALL INTERIOR WALLS SHALL RECEIVE 5/8" TYPE 'X' GYPSUM

BOARD.

6. G.C. SHALL PROVIDE UL APPROVED FIRE-RESISTIVE

PENETRATION SYSTEMS WHERE PLUMBING IS LOCATED IN A

FIRE-RATED PARTITION ASSEMBLY.

7. ALL EXTERIOR WINDOWS OPEN TO THE INTERIOR SHALL

RECEIVE A SOLID SURFACE WINDOW STOOL. REFER TO

FINISH DRAWINGS FOR MATERIAL SELECTION.

8. EXTEND ALL RATED WALLS TO DECK PER UL ASSEMBLY

REQUIREMENTS. REFER TO PARTITION TYPES SHEET FOR

INTERIOR PARTITION TYPES & DETAILS. G.C. SHALL VERIFY

ALL WALLS GO TO STRUCTURE ABOVE.

9. REFER TO PARTITION TYPES SHEET FOR RATED PARTITION

PRIORITY AND RATED PARTITION INTERSECTIONS.

10. ALL RATED WALLS SHOWN ON PLANS TO BE ASSUMED AS

NEW RATED WALLS UNTIL VERIFIED ON SITE.

11. THE ABESTOS REMOVAL REQUIREMENTS, SHOWN FOR

REFENCE ONLY, WERE PERFORMED UNDER A SEPARATE

CONTRACT WITH ALL RELATED DOCUMENTS INCLUDED IN

THE SPECIFICATIONS.

12. G.C.SHALL PATCH AND REPAIR CEILING TO MATCH EXISTING

HEIGHT, MATERIAL AND PATTERN IN CORRIDORS. REFER TO

MECHANICAL, ELECTRICAL AND TECHNOLOGY DRAWINGS

FOR CONNECTIONS FROM INTERIOR TELECOMMUNICATIONS

ROOMS ON SIZE AND LAYOUT.

13. G.C.SHALL REFER TO MECHANICAL, ELECTRICAL AND

TECHNOLOGY DRAWINGS TO COORDINATE ABOVE CEILING

WORK.

AREA NOT IN CONTRACT

GRAY AREA NOT IN

PROJECT SCOPE

1 2

TELECOMMUNICATIONS

RM.

P02

AE520

Sim

P01

TELECOMMUNICATIONS

RM.

MECHANICAL SUPPLY DIFFUSER

MECHANICAL RETURN GRILLE

MECHANICAL EXHAUST GRILLE

EXPOSED CEILING

CEILING ELEVATION A.F.F.

X'-X"

CHANGE HUNG LIGHT FIXTURE

NOTE NUMBER NOTE

EXPOSED CEILING

DEMO EXISTING CEILING FINISHES AND FIXTURES

REPLACE CEILING TILES IN AREA OF WORK

REMOVE, SALVAGE, AND REINTSTALL CEILING TILES IN AREA OF WORK

PATCH AND REPAIR EXISTING CEILING

EXPOSED CEILING. PATCH, REPAIR AND PAINT AS REQUIRED.

DEMO EXISTING CEILING FINISHES AND FIXTURES.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

G ra p h ic S c a

A u to d e s k D o c s /O

C F

M E a s t

M ilw a u k e e E

H R

M

R

C o n s o lid a te d M o d e l (R rv t

/3 /2

:3

:3

P

M

BUILDING 03 FIRST FLOOR PLAN & RCP

RCO HS

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

03-AE101

5000 W. NATIONAL AVENUE MILWAUKEE, WI

1/4" = 1'-0"

BUILDING 03 FIRST FLOOR PLAN

Note Number Note

1 PATCH, CLEAN, AND REPAIR WALLS AFTER DEMO. TYPICAL IN ALL AREAS.

PAINT NEW WALLS TO MATCH EXISTING WALLS. IF EXISTING WALLS ARE

DAMAGED, CONTRACTOR TO REPAINT EXISTING WALLS.

CLEAN, PATCH, REPAIR, AND SEAL ALL CONCRETE FLOORS AFTER DEMO. LEVEL

FLOOR AS REQUIRED.

INSTALL NEW 5/8" THICK TYPE 'X' GYP. BD. ON INTERIOR SIDE AT THIS LOCATION.

CONTRACTOR TO PATCH AND REPAIR WALL TO MEET R03 WALL TYPE

CONSTRUCTION. SEAL ALL PENETRATIONS AS NEEDED.

PATCH, CLEAN, AND REPAIR FLOORS TO MATCH EXISTING WHERE NEEDED AFTER

DEMO. LEVEL FLOORS WHERE NEEDED. TYPICAL IN ALL AREAS.

EXISTING WINDOW TO REMAIN. WINDOW TO BE WATERPROOFED WITH SEALANT

AND TINTED. NEW WALL TO BE CONSTRUCTED ON THE INTERIOR OF THE EXISTING

WINDOW. PROVIDE PROPER VENTILATION TO VENT ENCLOSED WINDOW.

EXISTING TELECOMMUNICATIONS ROOM TO REMAIN. REFERENCE TECHNOLOGY

DRAWINGS FOR FURTHER INFORMATION.

EXISTING TELECOMMUNICATIONS ROOM TO TURN INTO CABLE RISER ROOM.

REFERENCE TECHNOLOGY SHEETS FOR MORE DETAILS.

9 EXPOSED CEILING. PATCH, REPAIR, AND PAINT AS REQUIRED.

10 EPOXY PAINTED CMU TO BE APPLIED ON EXTERIOR OF CMU

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/4" = 1'-0"

BUIDLING 3 FIRST FLOOR RCP

RESERVED FOR EHRM PROJECT

DEMO NOTES

AREA NOT IN CONTRACT

EXISTING WALL AND ASSOCIATED COMPONENTS

SHALL BE REMOVED - REFER TO DEMOLITION

KEYNOTES FOR ADDITIONAL DETAILS AT SPECIFIC

CONDITIONS.

EXISTING DOOR, FRAME, HARDWARE AND

ASSOCIATED COMPONENTS SHALL BE REMOVED

-REFER TO DEMOLITION KEYNOTES FOR

ADDITIONAL DETAILS AT SPECIFIC CONDITIONS

EXISTING WALL SHALL REMAIN

EXISTING DOOR, FRAME AND HARDWARE

SHALL REMAIN

GRAY AREA NOT IN

PROJECT SCOPE

CONFERENCE

OFFICE

11 11

AREA OF WORK

1. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT OF ANY DIMENSIONAL

DISCREPANCIES DISCOVERED DURING CONSTRUCTION.

2. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND TECHNOLOGY DRAWINGS

FOR MORE INFORMATION.

3. ALL ABANDONED LINES, PIPES, CONDUITS DISCOVERED AFTER CEILING

REMOVAL ARE ALSO TO BE REMOVED.

4. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF EMERGENCY LIGHTING.

5. CENTER CEILING AND LIGHTS IN ALL SPACES WHERE POSSIBLE, U.N.O.

6. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF UNDER-CABINET LIGHT

FIXTURES.

7. GYP. BD. SOFFITS ABOVE UPPER CABINETS SHALL EXTEND TO TOP OF CABINET

(7'-0" U.N.O.).

8. THIS SHEET IS FOR LAYOUT ONLY. SEE ELECTRICAL AND MECHANICAL

DRAWINGS FOR EXACT FIXTURE QUANTITY. ALL SWITCHES, OUTLETS, LIGHTS,

DIFFUSERS, ETC. MUST BE LOCATED PER ARCHITECTURAL DRAWINGS WHERE

APPLICABLE.

9. PROVIDE ACCESS PANELS IN GYPSUM CEILINGS WHERE REQUIRED TO ACCESS

ABOVE CEILING EQUIPMENT. (SEE SPECS)

10. ALL CEILINGS SHALL BE 9'-0" AFF U.N.O.

11. REFER TO FINISH DRAWINGS FOR CEILING GRID AND PANEL TYPE AND SIZE.

12. BOTTOM OF GYP. BD. BULKHEADS SHALL BE 8'-6" AFF U.N.O.

13. ALL PARTITION WALLS SHALL EXTEND TO UNDERSIDE OF DECK ABOVE U.N.O.

14. ALL FRAMING MEMBERS SHALL BE ADEQUATELY SIZED FOR THE REQUIRED

SPAN/SPACING. REFER TO SPECS FOR ADDITIONAL GYP. BD. INFORMATION. GYP.

BD. CEILINGS SHALL BE INSTALLED PER ASTM C840.

15. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK AND

AFTER DEMOLITION SITE SURVEY THE SPACE DIMENSIONS, EQUIPMENT, DOOR,

MECHANICALS, ELECTRICAL, FIRE PROTECTION, ETC. AND COORDINATE WITH NEW

CONSTRUCTION. BRING ANY DISCREPANCIES AND OR QUESTION TO THE AE AND

COR PRIOR TO PROCEEDING FORWARD WITH ANY NEW CONSTRUCTION. USE THIS

DOCUMENT FOR SUBCONTRACTOR REVIEW AS ACCEPTANCE OF CONDITIONS.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a

A u to d e s k D o c s /O

C F

M E a s t

M ilw a u k e e E

H R

M

R

C o n s o lid a te d M o d e l (R rv t

/3 /2

:3

:4

P

M

BUILDING 04 SECOND FLOOR DEMO PLAN

RCO HS

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

04-AD101

5000 W. NATIONAL AVENUE MILWAUKEE, WI

Note Number Note

1 REMOVE AND SALVAGE FURNITURE, EQUIPMENT AND FIXTURES SECURED TO THE

WALL. STORE AT VA DESIGNATED LOCATION.

2 REMOVE FLOOR FINISH, FLOOR COVERING, WALL BASE, WALL COVERING, WALLS

AND ASSOCIATED COMPONENTS. CLEAN AND PATCH WALLS AND FLOORS AS

REQUIRED TO RECEIVE NEW FINISHES. LEVEL FLOOR AS REQUIRED FOR NEW

FINISH.

3 REMOVE ALL COVERINGS FROM EXISTING WALL PARTITION ASSEMBLIES ON THE

DEMO SIDE ONLY. DO NOT REMOVE FRAMING, SOUND BATTS, GYP.BD ON

NON-DEMO SIDE. REFER TO FINISH SCHEDULE FOR NEW FINISHES. REFER TO THE

FLOOR PLAN FOR NEW WORK.

4 REMOVE EXISTING DOOR, DOOR FRAME, DOOR HARDWARE AND DISPOSE

MATERIALS. PREPARE WALL TO BE INFILLED.

6 EXISTING TELECOMMUNICATIONS ROOM TO REMAIN. REFERENCE TECHNOLOGY

SHEETS FOR MORE INFORMATION.

7 DEMO EXISTING CASEWORK.

8 REMOVE EXISTING TELCOMMUNICATIONS ROOM EQUIPMENT AND STORE IN VA

DESIGNATED AREA.

9 REMOVE EXISTING SINK. REFERENCE PLUMBING DEMOLITION SHEET FOR

ADDITIONAL INFORMATION.

10 DEMO EXISTING SOFFIT.

11 EXISTING WINDOW TO REMAIN. SEAL WINDOW AND TINT FROM INTERIOR OF

WINDOW (TYP.). DEMO EXISTING TRIM AND PREPARE WALL TO BE INFILLED TO

MATCH EXISTING.

12 DEMO EXISTING CEILING FINISHES AND FIXTURES.

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/4" = 1'-0"

BUILDING 04 SECOND FLOOR DEMO PLAN

NTS

KEY PLAN - BLDG 4

RCP KEYNOTES

RCP LEGEND

DEMO NOTES

CONFERENCE

OFFICE

MECHANICAL SUPPLY DIFFUSER

MECHANICAL RETURN GRILLE

MECHANICAL EXHAUST GRILLE

EXPOSED CEILING

CEILING ELEVATION A.F.F.

X'-X"

CHANGE HUNG LIGHT FIXTURE

AREA OF WORK

1. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT OF ANY DIMENSIONAL

DISCREPANCIES DISCOVERED DURING CONSTRUCTION.

2. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND TECHNOLOGY DRAWINGS

FOR MORE INFORMATION.

3. ALL ABANDONED LINES, PIPES, CONDUITS DISCOVERED AFTER CEILING

REMOVAL ARE ALSO TO BE REMOVED.

4. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF EMERGENCY LIGHTING.

5. CENTER CEILING AND LIGHTS IN ALL SPACES WHERE POSSIBLE, U.N.O.

6. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF UNDER-CABINET LIGHT

FIXTURES.

7. GYP. BD. SOFFITS ABOVE UPPER CABINETS SHALL EXTEND TO TOP OF CABINET

(7'-0" U.N.O.).

8. THIS SHEET IS FOR LAYOUT ONLY. SEE ELECTRICAL AND MECHANICAL

DRAWINGS FOR EXACT FIXTURE QUANTITY. ALL SWITCHES, OUTLETS, LIGHTS,

DIFFUSERS, ETC. MUST BE LOCATED PER ARCHITECTURAL DRAWINGS WHERE

APPLICABLE.

9. PROVIDE ACCESS PANELS IN GYPSUM CEILINGS WHERE REQUIRED TO ACCESS

ABOVE CEILING EQUIPMENT. (SEE SPECS)

10. ALL CEILINGS SHALL BE 9'-0" AFF U.N.O.

11. REFER TO FINISH DRAWINGS FOR CEILING GRID AND PANEL TYPE AND SIZE.

12. BOTTOM OF GYP. BD. BULKHEADS SHALL BE 8'-6" AFF U.N.O.

13. ALL PARTITION WALLS SHALL EXTEND TO UNDERSIDE OF DECK ABOVE U.N.O.

14. ALL FRAMING MEMBERS SHALL BE ADEQUATELY SIZED FOR THE REQUIRED

SPAN/SPACING. REFER TO SPECS FOR ADDITIONAL GYP. BD. INFORMATION. GYP.

BD. CEILINGS SHALL BE INSTALLED PER ASTM C840.

15. VERIFY IN FIELD ALL DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK AND

AFTER DEMOLITION SITE SURVEY THE SPACE DIMENSIONS, EQUIPMENT, DOOR,

MECHANICALS, ELECTRICAL, FIRE PROTECTION, ETC. AND COORDINATE WITH NEW

CONSTRUCTION. BRING ANY DISCREPANCIES AND OR QUESTION TO THE AE AND

COR PRIOR TO PROCEEDING FORWARD WITH ANY NEW CONSTRUCTION. USE THIS

DOCUMENT FOR SUBCONTRACTOR REVIEW AS ACCEPTANCE OF CONDITIONS.

NOTE NUMBER NOTE

EXPOSED CEILING

DEMO EXISTING CEILING FINISHES AND FIXTURES

REPLACE CEILING TILES IN AREA OF WORK

REMOVE, SALVAGE, AND REINTSTALL CEILING TILES IN AREA OF WORK

PATCH AND REPAIR EXISTING CEILING

EXPOSED CEILING. PATCH, REPAIR AND PAINT AS REQUIRED.

DEMO EXISTING CEILING FINISHES AND FIXTURES.

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a

A u to d e s k D o c s /O

C F

M E a s t

M ilw a u k e e E

H R

M

R

C o n s o lid a te d M o d e l (R rv t

/3 /2

:3

:4

P

M

BUILDING 04 SECOND FLOOR RCP DEMO PLAN

RCO HS

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

04-AD102

5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/4" = 1'-0"

BUILDING 04 SECOND FLOOR RCP DEMO PLAN

NTS

GENERAL NOTESKEYNOTES

RESERVED FOR EHRM PROJECT

1. G.C. SHALL VERIFY DIMENSIONS OF OWNER FURNISHED

EQUIPMENT AND COORDINATE INSTALLATION WITH ALL

TRADES WHERE REQUIRED.

2. REFER TO FINISH SHEETS FOR PARTITION PROTECTION

INFORMATION INCLUDING BUT NOT LIMITED TO ALL CORNER

GUARD TYPES AND LOCATIONS.

3. G.C. SHALL INSTALL IN-WALL METAL BACKING FOR ALL

PARTITION-MOUNTED EQUIPMENT, ACCESSORIES,

PARTITION STOPS, ETC.

4. G.C. SHALL INSTALL FIRE-RETARDANT WOOD BLOCKING

WITHIN WALLS BASED ON CASEWORK ELEVATIONS AND ALL

INTERIOR PARTITION ELEVATIONS.

5. ALL INTERIOR WALLS SHALL RECEIVE 5/8" TYPE 'X' GYPSUM

BOARD.

6. G.C. SHALL PROVIDE UL APPROVED FIRE-RESISTIVE

PENETRATION SYSTEMS WHERE PLUMBING IS LOCATED IN A

FIRE-RATED PARTITION ASSEMBLY.

7. ALL EXTERIOR WINDOWS OPEN TO THE INTERIOR SHALL

RECEIVE A SOLID SURFACE WINDOW STOOL. REFER TO

FINISH DRAWINGS FOR MATERIAL SELECTION.

8. EXTEND ALL RATED WALLS TO DECK PER UL ASSEMBLY

REQUIREMENTS. REFER TO PARTITION TYPES SHEET FOR

INTERIOR PARTITION TYPES & DETAILS. G.C. SHALL VERIFY

ALL WALLS GO TO STRUCTURE ABOVE.

9. REFER TO PARTITION TYPES SHEET FOR RATED PARTITION

PRIORITY AND RATED PARTITION INTERSECTIONS.

10. ALL RATED WALLS SHOWN ON PLANS TO BE ASSUMED AS

NEW RATED WALLS UNTIL VERIFIED ON SITE.

11. THE ABESTOS REMOVAL REQUIREMENTS, SHOWN FOR

REFENCE ONLY, WERE PERFORMED UNDER A SEPARATE

CONTRACT WITH ALL RELATED DOCUMENTS INCLUDED IN

THE SPECIFICATIONS.

12. G.C.SHALL PATCH AND REPAIR CEILING TO MATCH EXISTING

HEIGHT, MATERIAL AND PATTERN IN CORRIDORS. REFER TO

MECHANICAL, ELECTRICAL AND TECHNOLOGY DRAWINGS

FOR CONNECTIONS FROM INTERIOR TELECOMMUNICATIONS

ROOMS ON SIZE AND LAYOUT.

13. G.C.SHALL REFER TO MECHANICAL, ELECTRICAL AND

TECHNOLOGY DRAWINGS TO COORDINATE ABOVE CEILING

WORK.

AREA NOT IN CONTRACT

/2

TELECOMMUNICATIONS

RM

CONFERENCE RM

GRAY AREA NOT IN

PROJECT SCOPE

8' - 0" 16' - 1 1/4"

P01

P02

AREA OF WORK

PLAN NORTH

TRUE NORTH

NORTH

G ra p h ic S ca le

/2

0"

G ra p h ic S ca le

/3 2"

0"

' G ra p h ic S ca le

/1 6"

0"

' G ra p h ic

S ca le

/8

0"

G ra p h ic S ca le

/4

0"

' G ra p h ic

S ca le

/2

0"

G ra p h ic S ca le

/4

0"

G ra p h ic S ca le

0"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

Office of Construction and Facilities Management

FULLY SPRINKLERED

G ra p h ic S c a

A u to d e s k D o c s /O

C F

M E a s t

M ilw a u k e e E

H R

M

R

C o n s o lid a te d M o d e l (R rv t

/3 /2

:3

:4

P

M

BUILDING 04 SECOND FLOOR PLAN

RCO HS

FINAL BID DOCUMENTS 695-21-700

EHRM INFRASTRUCTURE

UPGRADES – MILWAUKEE, WI

SEPTEMBER 5, 2025

04-AE101

5000 W. NATIONAL AVENUE MILWAUKEE, WI

Note Number Note

1 PATCH, CLEAN, AND REPAIR WALLS AFTER DEMO. TYPICAL IN ALL AREAS.

PAINT NEW WALLS TO MATCH EXISTING WALLS. IF EXISTING WALLS ARE

DAMAGED, CONTRACTOR TO REPAINT EXISTING WALLS.

CLEAN, PATCH, REPAIR, AND SEAL ALL CONCRETE FLOORS AFTER DEMO. LEVEL

FLOOR AS REQUIRED.

INSTALL NEW 5/8" THICK TYPE 'X' GYP. BD. ON INTERIOR SIDE AT THIS LOCATION.

CONTRACTOR TO PATCH AND REPAIR WALL TO MEET R03 WALL TYPE

CONSTRUCTION. SEAL ALL PENETRATIONS AS NEEDED.

PATCH, CLEAN, AND REPAIR FLOORS TO MATCH EXISTING WHERE NEEDED AFTER

DEMO. LEVEL FLOORS WHERE NEEDED. TYPICAL IN ALL AREAS.

EXISTING WINDOW TO REMAIN. WINDOW TO BE WATERPROOFED WITH SEALANT

AND TINTED. NEW WALL TO BE CONSTRUCTED ON THE INTERIOR OF THE EXISTING

WINDOW. PROVIDE PROPER VENTILATION TO VENT ENCLOSED WINDOW.

EXISTING TELECOMMUNICATIONS ROOM TO REMAIN. REFERENCE TECHNOLOGY

DRAWINGS FOR FURTHER INFORMATION.

EXISTING TELECOMMUNICATIONS ROOM TO TURN INTO CABLE RISER ROOM.

REFERENCE TECHNOLOGY SHEETS FOR MORE DETAILS.

9 EXPOSED CEILING. PATCH, REPAIR, AND PAINT AS REQUIRED.

10 EPOXY PAINTED CMU TO BE APPLIED ON EXTERIOR OF CMU

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

1/4" = 1'-0"

BUILDING 04 SECOND FLOOR PLAN

NORTH

NTS

RCP KEYNOTES

GENERAL NOTES#

MECHANICAL SUPPLY DIFFUSER

MECHANICAL RETURN GRILLE

MECHANICAL EXHAUST GRILLE

EXPOSED CEILING

CEILING ELEVATION A.F.F.

X'-X"

CHANGE HUNG LIGHT FIXTURE

TELECOMMUNICATIONS

RM

CONFERENCE RM

GRAY AREA NOT IN

PROJECT SCOPE

AREA OF WORK

1. G.C. SHALL VERIFY DIMENSIONS OF OWNER FURNISHED

EQUIPMENT AND COORDINATE INSTALLATION WITH ALL

TRADES WHERE REQUIRED.

2. REFER TO FINISH SHEETS FOR PARTITION PROTECTION

INFORMATION INCLUDING BUT NOT LIMITED TO ALL CORNER

GUARD TYPES AND LOCATIONS.

3. G.C. SHALL INSTALL IN-WALL METAL BACKING FOR ALL

PARTITION-MOUNTED EQUIPMENT,…