PN 636-25-301 Drawings Part 1 - 22 pages.pdf

RICHARD

JOSEPH

ONKEN

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O F N E B

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12/24/2025

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

NE COA NUMBER: CA-1620

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

6 & 17

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 NRG IJM

A u to d e s k D o c s /1

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GI001

COVER SHEET / INDEX OF DRAWINGS

12/24/2025

CONSTRUCTION

DOCUMENTS

NEBRASKA WESTERN IOWA

HEALTHCARE SYSTEM

U.S. Department of Veterans Affairs

6-

-3

C

O R

R E

C T

H V

A C

D E

F

IC

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2/

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636-25-301 CORRECT HVAC DEFICIENCIES

4101 WOOLWORTH AVE

OMAHA, NE 68105

BUILDING 17

INDEX OF DRAWINGS

GI001 COVER SHEET / INDEX OF DRAWINGS

17-GI101 BUILDING 17 - BASEMENT LEVEL AND MEZZANINE LEVEL - LIFE SAFETY PLAN

17-GI102 BUILDING 17 - THIRD LEVEL - LIFE SAFETY PLAN

6-GI101 BUILDING 06 - LIFE SAFETY PLAN

GI103 CAMPUS SITE PLAN

17-GI104 BUILDING 17 - SITE PLAN

17-GI105 BUILDING 17 - PROJECT AREA ACCESS PLAN

6-GI106 BUILDING 06 - SITE PLAN

17-HA101-A BUILDING 17 - BASEMENT LEVEL - HAZARDOUS MATERIALS - ADDITIVE BID ITEM 1

17-HA102 BUILDING 17 - MEZZANINE LEVEL - HAZARDOUS MATERIALS

17-HA102-A BUILDING 17 - MEZZANINE LEVEL - HAZARDOUS MATERIALS - ADDITIVE BID ITEM 1

17-HA103 BUILDING 17 - THIRD LEVEL - HAZARDOUS MATERIALS

SG001 STRUCTURAL GENERAL NOTES

17-SF101 BUILDING 17 - MEZZANINE LEVEL - FRAMING PLAN

17-SF102 BUILDING 17 - ROOF FRAMING PLAN

17-SJ501 STRUCTURAL DETAILS

AG001 ARCHITECTURAL ABBREVIATIONS, LEGENDS AND NOTES

17-AE101 BUILDING 17 - MEZZANINE LEVEL AND THIRD LEVEL

17-AE201 EXTERIOR ELEVATION AND ROOF DETAIL

6-AE101 BUILDING 06 - BASEMENT LEVEL AND FIRST LEVEL - FLOOR PLAN

FX001 FIRE PROTECTION SYMBOLS AND ABBREVIATIONS

17-FD102 BUILDING 17 - MEZZANINE LEVEL - FIRE PROTECTION - DEMOLITION

17-FD102-A BUILDING 17 - MEZZANINE LEVEL - FIRE PROTECTION - DEMOLITION - ADDITIVE BID ITEM I

1-FD103 BUILDING 01 - THIRD LEVEL - FIRE PROTECTION - DEMOLITION

17-FX102 BUILDING 17 - MEZZANINE LEVEL - FIRE PROTECTION

17-FX102-A BUILDING 17 - MEZZANINE LEVEL - FIRE PROTECTION - ADDITIVE BID ITEM I

1-FX103 BUILDING 01 - THIRD LEVEL - FIRE PROTECTION

PP001 PLUMBING SYMBOLS AND ABBREVIATIONS

17-PD101 BUILDING 17 - MEZZANINE LEVEL - PLUMBING - DEMOLITION

17-PD101-A BUILDING 17 - MEZZANINE LEVEL - PLUMBING - DEMOLITION - ADDITIVE BID ITEM I

17-PD102 BUILDING 17 - BASEMENT LEVEL - PLUMBING - DEMOLITION

17-PD102-A BUILDING 17 - BASEMENT LEVEL - PLUMBING - DEMOLITION - ADDITIVE BID ITEM I

17-PP101 BUILDING 17 - BASEMENT LEVEL - PLUMBING

17-PP101-A BUILDING 17 - BASEMENT LEVEL - PLUMBING - ADDITIVE BID ITEM I

17-PP102 BUILDING 17 - MEZZANINE LEVEL - PLUMBING

17-PP102-A BUILDING 17 - MEZZANINE LEVEL - PLUMBING - ADDITIVE BID ITEM I

6-PP101 BUILDING 06 - PLUMBING - OVERALL PLAN - ADDITIVE BID ITEM II

6-PP401 BUILDING 06 - BASEMENT LEVEL - PLUMBING - ENLARGED PLANS - ADDITIVE BID ITEM II

6-PP501 BUILDING 06 - PLUMBING DETAILS - ADDITIVE BID ITEM II

MH001 MECHANICAL SYMBOLS AND ABBREVIATIONS

17-MD101-A BUILDING 17 - BASEMENT LEVEL - MECHANICAL - ADDITIVE BID ITEM I

17-MD102 BUILDING 17 - MEZZANINE LEVEL - MECHANICAL - DEMOLITION

17-MD102-A BUILDING 17 - MEZZANINE LEVEL - MECHANICAL - DEMOLITION - ADDITIVE BID ITEM I

1-MD103 BUILDINGS 01 AND 17 - THIRD LEVEL AND ROOF- MECHANICAL - DEMOLITION OF TEMPORARY

17-MH102 BUILDING 17 - MEZZANINE LEVEL - DUCTWORK

17-MH102-A BUILDING 17 - MEZZANINE LEVEL - DUCTWORK - ADDITIVE BID ITEM I

1-MH103 BUILDINGS 01 AND 17 - THIRD LEVEL - DUCTWORK

17-MP101-A BUILDING 17 - BASEMENT LEVEL - HYDRONIC PIPING - ADDITIVE BID ITEM I

17-MP102 BUILDING 17 - MEZZANINE LEVEL - HYDRONIC PIPING

17-MP102-A BUILDING 17 - MEZZANINE LEVEL - HYDRONIC PIPING - ADDITIVE BID ITEM I

1-MP103 BUILDING 01 - THIRD LEVEL - HYDRONIC PIPING

17-M401 BUILDING 17 - MECHANICAL SECTIONS

17-M402 BUILDING 17 - MECHANICAL SECTIONS - ADDITIVE BID ITEM I

17-M403 BUILDING 17 - BUILDING 17 - MECHANICAL SECTIONS - AHU-3

17-M404 BUILDING 17 - MECHANICAL SECTIONS - ADDITIVE BID ITEM I

17-M501 BUILDING 17 - MECHANICAL CONTROLS - AHU-3

17-M502 BUILDING 17 - MECHANICAL CONTROLS - AHU-1 - ADDITIVE BID ITEM I

17-M503 BUILDING 17 - MECHANICAL CONTROLS TEMPORARY UNIT(S)

17-M504 BUILDING 17 - MECHANICAL DETAILS - PHOTOS

17-M505 BUILDING 17 - MECHANICAL DETAILS

17-M601 BUILDING 17 - MECHANICAL SCHEDULES

6-MP101 BUILDING 06 - MECHANICAL - OVERALL FLOOR PLANS - ADDITIVE BID ITEM II

6-MP401 BUILDING 06 - BASEMENT LEVEL - MECHANICAL - ENLARGED PLANS - ADDITIVE BID ITEM II

6-MP402 BUILDING 06 - FIRST LEVEL - MECHANICAL - ENLARGED PLANS - ADDITIVE BID ITEM II

6-MP501 BUILDING 06 - MECHANICAL DETAILS - PHOTOS - ADDITIVE BID ITEM II

6-MP502 BUILDING 06 - MECHANICAL DETAILS - ADDITIVE BID ITEM II

6-MP503 BUILDING 06 - HOT WATER SCHEMATICS - ADDITIVE BID ITEM II

6-MP601 BUILDING 06 - MECHANICAL SCHEDULES - ADDITIVE BID ITEM II

EK001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

17-ED102 BUILDING 17 - MEZZANINE LEVEL - ELECTRICAL - DEMOLITION

1-ED103 BUILDING 01 - THIRD LEVEL - ELECTRICAL - EXISTING CONDITIONS

17-EP102 BUILDING 17 - MEZZANINE LEVEL - ELECTRICAL PLAN

1-EP103 BUILDING 01 - THIRD LEVEL - ELECTRICAL PLAN

17-EP104 BUILDING 17 - ROOF LEVEL - LIGHTNING PROTECTION PLAN

17-EP501 ELECTRICAL DETAILS

17-EP601 BUILDING 17 - ONE-LINE DIAGRAM - DEMOLITION

17-EP602 BUILDING 17 - ONE-LINE DIAGRAM - NEW

17-EP603 BUILDING 17 - ELECTRICAL SCHEDULES

6-ED101 BUILDING 06 - BASEMENT LEVEL - ELECTRICAL - DEMOLITION - ADDITIVE BID ITEM II

6-EP101 BUILDING 06 - BASEMENT LEVEL - ELECTRICAL PLAN - ADDITIVE BID ITEM II

6-EP601 BUILDING 06 - ELECTRICAL SCHEDULES - ADDITIVE BID ITEM II

BUILDING 06

DESIGNATOR SHEET NAME

Mark Revisions: Date:

HZ HZ HZ

H Z

H Z

H Z

SYMBOL

FIRE WALL LEGEND

DESCRIPTION

2-HOUR FIRE BARRIER

EGRESS PATH

K

L

M

N

13 14 15 16 1712 18

17.1

17.2

17.3

17.A 17.B 17.C 17.D

92' - 7"

21 sec

BLDG 17

AIR CONDITIONING

ELEVATOR

ELEVATOR

ELEVATOR

LOBBY

B113

STORAGE

PLUMBING

-STAIR

OFFICE A/C

OPERATORS

A101

K

L

M

N

13 14 15 16 1712 18

17.1

17.2

17.3

17.A 17.B 17.C 17.D

102' - 0"

23 sec

AHU - 3AHU - 1

GRATE

1.

LIFE SAFETY LEGEND

STAIR IS NOT ENCLOSED. TRAVEL DISTANCE IS MEASURED FROM

FURTHEST POINT TO EXIT ON FIRST FLOOR.

1.

RICHARD

JOSEPH

ONKEN

A-5125

A

R C H I T E

C

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A T

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O F N E B

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S K

A

12/24/2025

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

NE COA NUMBER: CA-1620

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 NRG IJM

A u to d e s k D o c s /1

-2

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A E

C o rr e c t H

V A

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17-GI101

BUILDING 17 - BASEMENT LEVEL AND

MEZZANINE LEVEL- LIFE SAFETY PLAN

12/24/2025

CONSTRUCTION

DOCUMENTS

LIFE SAFETY NOTES

1. EXISTING FIRE-RATED WALL - VERIFY RATING. NOTIFY OWNER OF

ANY DEVIATIONS AND/OR BREAKS WITH THE STATED WALL RATING

2 ALL FLOORS TO BE CLASSIFIED AS SPECIAL PURPOSE, INDUSTRIAL

OCCUPANCY. ALL EGRESS TO COMPLY WITH NFPA 101(24)

CHAPTER 40.

1/8" = 1'-0"1

BUILDING 17 - BASEMENT/ FIRST LEVEL - LIFE SAFETY PLAN

N N

1/8" = 1'-0"2

BUILDING 17 - MEZZANINE LEVEL - LIFE SAFETY PLAN

HIGH

VOLTAGE

ELECTRIC

STAIR

SHAFT

SYMBOL

FIRE WALL LEGEND

DESCRIPTION

2-HOUR FIRE BARRIER

EGRESS PATH

K

L

M

N

13 14 15 16 17

19 20 22

12 18

21'

17.1

17.2

17.3

17.A 17.B 17.C 17.D

K.5

L.6

M.4

M.9

M.11M.12

ICRA WALL TO BE IN PLACE DURING INSTALLATION AND DEMOLITION OF

TEMPORARY UNITS. ICRA WALL TO BE REMOVED WHILE TEMPORARY UNITS

ARE IN PLACE.

107' - 11"

25 sec

135' - 8"

31 sec

DOOR IS KEY ACCESS ONLY. DOOR IS TO REMAIN

UNLOCKED FOR EGRESS PURPOSES DURING WORK

PERFORMED ON THIRD FLOOR IN COORDINATION

WITH VA COR.

RICHARD

JOSEPH

ONKEN

A-5125

A

R C H I T E

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O F N E B

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S K

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12/24/2025

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

NE COA NUMBER: CA-1620

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 NRG IJM

A u to d e s k D o c s /1

-2

-3

A E

C o rr e c t H

V A

C D e fi c ie n c ie s /6

-2

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.B

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17-GI102

BUILDING 17 - THIRD LEVEL - LIFE

SAFETY PLAN

12/24/2025

CONSTRUCTION

DOCUMENTS

LIFE SAFETY NOTES

1. EXISTING FIRE-RATED WALL - VERIFY RATING. NOTIFY OWNER OF

ANY DEVIATIONS AND/OR BREAKS WITH THE STATED WALL RATING

2 ALL FLOORS TO BE CLASSIFIED AS SPECIAL PURPOSE, INDUSTRIAL

OCCUPANCY. ALL EGRESS TO COMPLY WITH NFPA 101(24)

CHAPTER 40.

1/8" = 1'-0"1

BUILDING 17 - THIRD LEVEL - LIFE SAFETY PLAN

N

21' - 2"

5 sec

17' - 10"

4 sec

MECHANICAL

ROOM

SYMBOL

FIRE WALL LEGEND

DESCRIPTION

2-HOUR FIRE BARRIER

EGRESS PATH

• EXISTING BUILDING BEYOND PROJECT LIMITS

• SHOWN FOR CONTEXT ONLY, NO WORK IS PROPOSED

• GRAY AREA IS BUSINESS OCCUPANCY ON FIRST FLOOR AND

OUT OF SCOPE AREA IN THE BASEMENT.

• PROJECT AREA IN BUILDING 6 IS TO BE CLASSIFIED AS

SPECIAL PURPOSE INDUSTRIAL OCCUPANCY. ALL EGRESS

TO COMPLY WITH NFPA 101(24) CHAPTER 40.

LEGEND

NOT IN SCOPE

RICHARD

JOSEPH

ONKEN

A-5125

A

R C H I T E

C

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S T

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E

O F N E B

R A

S K

A

12/24/2025

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

NE COA NUMBER: CA-1620

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 NRG IJM

A u to d e s k D o c s /1

-2

-3

A E

C o rr e c t H

V A

C D e fi c ie n c ie s /6

-2

-3

.B

.B

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V A

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6-GI101

BUILDING 06 - LIFE SAFETY PLAN

12/24/2025

CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"2

BUILDING 6 - FIRST LEVEL - LIFE SAFETY PLAN

1/8" = 1'-0"1

BUILDING 6 - BASEMENT LEVEL - LIFE SAFETY PLAN

LIFE SAFETY NOTES

1. EXISTING FIRE-RATED WALL - VERIFY RATING. NOTIFY OWNER OF

ANY DEVIATIONS AND/OR BREAKS WITH THE STATED WALL RATING

2 ALL FLOORS TO BE CLASSIFIED AS SPECIAL PURPOSE, INDUSTRIAL

OCCUPANCY. ALL EGRESS TO COMPLY WITH NFPA 101(24)

CHAPTER 40.

N N

G

G

G

M

Center Street n d S tr e e t

Woolworth Avenue

N

IM

IT

Z D

R

IV

E

E

IS

E N

H O

W E

R D

R

IV

E

W A

E S

C H

E D

R

IV

E

E

IS

E N

H O

W E

R D

R

IV

E

PULLER DRIVE

FISHER

HOUSE

PARKING

GARAGE

BUILDING 17

PROJECT

LOCATION

17-GI104

6-GI106

BUILDING 6

SITE ACCESS

BUILDING 6

PROJECT LOCATION

PRIMARY ROUTE ANTICIPATED

LOADING AND UNLOADING

AREA COORDINATE WITH VA

ON USAGE

AHU TOWER

ROUTE FOR

TEMPORARY LIFT ACCESS

BUILDING 17

SITE ACCESS

RICHARD

JOSEPH

ONKEN

A-5125

A

R C H I T E

C

T

S T

A T

E

O F N E B

R A

S K

A

12/24/2025

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

NE COA NUMBER: CA-1620

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

6 & 17

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 NRG IJM

A u to d e s k D o c s /1

-2

-3

A E

C o rr e c t H

V A

C D e fi c ie n c ie s /6

-2

-3

.B

.B

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GI103

CAMPUS SITE PLAN

12/24/2025

CONSTRUCTION

DOCUMENTS

1" = 60'-0"1

CAMPUS SITE PLAN

GENERAL SITE NOTES

1 CONTRACTOR SHALL FIELD VARIFY EXISTING SITE CONDITIONS. HALT WORK AND NOTIFY COR

REGARDING ANY INCONSISTENCIES OR VARIATIONS BETWEEN FIELD CONDITIONS AND THESE PLANS.

WORK WILL NOT COMMENCE UNTIL APPROVED BY THE COR ALL FIELD ADJUSTMENTS AND REVISIONS TO

THE PLANS MUST BE APPROVED BY THE COR PRIOR TO INSTALLATION.

2 CONTRACTOR TO REPAIR LANDSCAPE NOT LIMITED TO TURF GRASS IMMEDIATELY ADJACENT TO NEW

SIDEWALKS AND OTHER SITE IMPROVEMENTS.

3 CONTRACTOR TO PROVIDE SIGNAGE AT FACILITY ENTRANCES AND THE JOBSITE DIRECTING PEOPLE AND VEHICLES DURING CONSTRUCTION ACTIVITIES. ANY SIGNS THAT MUST BE REMOVED DURING THE

DEMOLITION PHASE ARE TO BE REPLACED UPON COMPLETION OF CONSTRUCTION.

4 CONTRACTOR TO USE LIKE MATERIALS FOR ALL EXTENSIONS OR PATCH BACK OF SIDEWALKS, DRIVES, AND CURB AND GUTTER, UNLESS NOTED OTHERWISE.

5 WORK WILL TAKE PLACE IN DESIGNATED AREAS OF BUILDINGS 6, 17, OR AS NOTED.

6 NECESSARY PARKING LOT CLOSURES AND ACCESS TO JOB SITE TO BE COORDINATED WITH VA BY

CONTRACTOR

7 CONTRACTOR TO COORDINATE WITH VA FOR STORAGE AND DELIVERY OF MATERIALS TO WORKSITE.

8 CONTRACTOR TO COORDINATE WITH THE VA WITHIN 14 CALANDAR DAYS OF ANY DISRUPTION TO

AUTOMOBILE AND PEDESTRIAN TRAFFICE WHEN PROVIDING LIFT AND MATERIAL DROP OFF.

9 ADDITIONALLY CONTRACTOR TO COORDINATE AND COMFIRM NO LESS THAN 3 BUSINESS DAYS IN

ADVANCE OF USE OF LOADING DOCKS.

ELEVATOR 7 AND 8 ARE TO BE UTILIZED BY CONTRACTOR.

ELEVATOR LOBBY FOR 3RD LEVEL KITCHEN AREA IS TO BE

WALLED OFF FROM KITCHEN. COORDINATE WITH VA COR.

ICRA WALL TO REMAIN IN PLACE FOR DURATION OF

TEMPORARY UNIT INSTALLATION AND REMOVAL. ICRA WALL

TO BE REMOVED WHILE TEMPORARY UNITS ARE FUNCTIONAL.

BUILDING 17

EXISTING BOLLARDS

ANTICIPATED TEMPORARY

LIFT LOCATION

AHU TOWER

BUILDING 1

RICHARD

JOSEPH

ONKEN

A-5125

A

R C H I T E

C

T

S T

A T

E

O F N E B

R A

S K

A

12/24/2025

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

NE COA NUMBER: CA-1620

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 NRG IJM

A u to d e s k D o c s /1

-2

-3

A E

C o rr e c t H

V A

C D e fi c ie n c ie s /6

-2

-3

.B

.B

.A rc h

R

-A

E C o rr e c t H

V A

C D e fi c ie n c ie s .r v t

/1

/2

:3

:0

P

M

17-GI104

BUILDING 17 SITE PLAN

12/24/2025

CONSTRUCTION

DOCUMENTS

1" = 20'-0"1

BUILDING 17 - SITE PLAN

HZ HZ HZ

H Z

H Z

H Z F

F

F

F

K

H

L

M

N

13 14 15 16 17 18' 19 20 21 22 23 2412

17.1

17.2

17.3

17.A 17.B 17.C 17.D

J

G

K.5

L.6

M.4

M.9

M.10M.11

RECEIVING

AREA

CORRIDOR

ELEVATOR

LOBBY

B113

ELEVATOR

ELEVATOR

STORAGE

PLUMBING

MAIL ROOM

B009

CANTEEN

STORAGE

ACCESS ROUTE 1

OFFICE

WAREHOUSE

B070

BLDG. 17

-AIR CONDITIONING

B007B005

LOCK SHOP

B119

B080

B094

B095STAIRS

TO FIRST LEVEL

AND MEZZANINE

RECEIVING

AREA

K

H

L

M

N

13 14 15 16 17 18' 19 20 21 2212

18 21'

17.1

17.2

17.3

17.A 17.B 17.C 17.D

J

G

K.5

L.6

M.4

M.9

M.11M.12

STAIRS

TO MEZZANINE

K

H

L

M

N

13 14 15 16 1712

17.1

17.2

17.3

17.A 17.B 17.C 17.D

J

G

STAIRS

FROM BASEMENT

TO MEZZANINE

AHU 1 AHU 3

K

H

L

M

N

13 14 15 16 17 18' 19 20 2112

18 21'

17.1

17.2

17.3

17.A 17.B 17.C 17.D

J

G

K.5

L.6

M.4

M.9

1.

17-AE201 2

ACCESS PATH

SYMBOL

PROJECT AREA ACCESS LEGEND

DESCRIPTION

STARTING POINT OF LEVEL

SYMBOL

FIRE WALL LEGEND

DESCRIPTION

2-HOUR FIRE BARRIER

EGRESS PATH

ICRA LEGEND

ICRA WALL ONLY TO BE INSTALLED DURING EQUIPMENT INSTALLATION AND

DEMOLITION AND TO BE REMOVED WHEN ALL WORK HAS BEEN COMPLETED

FOR EACH PHASE OF WORK.

1.

RICHARD

JOSEPH

ONKEN

A-5125

A

R C H I T E

C

T

S T

A T

E

O F N E B

R A

S K

A

12/24/2025

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

NE COA NUMBER: CA-1620

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 NRG IJM

A u to d e s k D o c s /1

-2

-3

A E

C o rr e c t H

V A

C D e fi c ie n c ie s /6

-2

-3

.B

.B

.A rc h

R

-A

E C o rr e c t H

V A

C D e fi c ie n c ie s .r v t

/1

/2

:3

:1

P

M

17-GI105

BUILDING 17 - PROJECT AREA ACCESS

PLAN

12/24/2025

CONSTRUCTION

DOCUMENTS

1/16" = 1'-0"1

BUILDING 17 - BASEMENT LEVEL - ACCESS PLAN

1/16" = 1'-0"2

BUILDING 17 - FIRST LEVEL - ACCESS PLAN

1/16" = 1'-0"3

BUILDING 17 - MEZZANINE LEVEL - ACCESS PLAN

1/16" = 1'-0"4

BUILDING 17 - ROOF/ BUILDING 1 - ACCESS PLAN

N N

NN

n d S tr e e t

E

IS

E N

H O

W E

R D

R

IV

E

BASEMENT ACCESS

FIRST LEVEL ACCESS

BUILDING 6

PROJECT AREA UNDER

CONSTRUCTION BY OTHERS

GENERATOR

ENCLOSURE

BUILDING 24

BUILDING 01

BUILDING 6 SITE

ACCESS

RICHARD

JOSEPH

ONKEN

A-5125

A

R C H I T E

C

T

S T

A T

E

O F N E B

R A

S K

A

12/24/2025

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e ei gh th in ch o ne f oo t th re e in ch es o ne f oo t

6" on e an d on e ha lf in ch es o ne f oo t on e in ch o ne f oo t

6" 6" th re e qu ar te rs in ch o ne f oo t on e ha lf in ch o ne f oo t th re e ei gh th s in ch o ne f oo t on e qu ar te r in ch o ne f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

NE COA NUMBER: CA-1620

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 NRG IJM

A u to d e s k D o c s /1

-2

-3

A E

C o rr e c t H

V A

C D e fi c ie n c ie s /6

-2

-3

.B

.B

.A rc h

R

-A

E C o rr e c t H

V A

C D e fi c ie n c ie s .r v t

/1

/2

:3

:1

P

M

6-GI106

BUILDING 06 - SITE PLAN

12/24/2025

CONSTRUCTION

DOCUMENTS

1" = 20'-0"1

BUILDING 6 - SITE PLAN

GENERAL SITE NOTES

1 CONTRACTOR SHALL FIELD VARIFY EXISTING SITE CONDITIONS. HALT WORK AND NOTIFY COR

REGARDING ANY INCONSISTENCIES OR VARIATIONS BETWEEN FIELD CONDITIONS AND THESE PLANS.

WORK WILL NOT COMMENCE UNTIL APPROVED BY THE COR ALL FIELD ADJUSTMENTS AND REVISIONS TO

THE PLANS MUST BE APPROVED BY THE COR PRIOR TO INSTALLATION.

2 CONTRACTOR TO REPAIR LANDSCAPE NOT LIMITED TO TURF GRASS IMMEDIATELY ADJACENT TO NEW

SIDEWALKS AND OTHER SITE IMPROVEMENTS.

3 CONTRACTOR TO PROVIDE SIGNAGE AT FACILITY ENTRANCES AND THE JOBSITE DIRECTING PEOPLE AND VEHICLES DURING CONSTRUCTION ACTIVITIES. ANY SIGNS THAT MUST BE REMOVED DURING THE

DEMOLITION PHASE ARE TO BE REPLACED UPON COMPLETION OF CONSTRUCTION.

4 CONTRACTOR TO USE LIKE MATERIALS FOR ALL EXTENSIONS OR PATCH BACK OF SIDEWALKS, DRIVES, AND CURB AND GUTTER, UNLESS NOTED OTHERWISE.

5 WORK WILL TAKE PLACE IN DESIGNATED AREAS OF BUILDINGS 6, 17, OR AS NOTED.

6 NECESSARY PARKING LOT CLOSURES AND ACCESS TO JOB SITE TO BE COORDINATED WITH VA BY

CONTRACTOR

7 CONTRACTOR TO COORDINATE WITH VA FOR STORAGE AND DELIVERY OF MATERIALS TO WORKSITE.

8 CONTRACTOR TO COORDINATE WITH THE VA WITHIN 14 CALANDAR DAYS OF ANY DISRUPTION TO

AUTOMOBILE AND PEDESTRIAN TRAFFICE WHEN PROVIDING LIFT AND MATERIAL DROP OFF.

9 ADDITIONALLY CONTRACTOR TO COORDINATE AND COMFIRM NO LESS THAN 3 BUSINESS DAYS IN

ADVANCE OF USE OF LOADING DOCKS.

12 13 14 1517.A 17.B 17.C 17.D

(E)3" GHWR

(E)3" GHWS

P-8

P-10

HX-1

HX-3

(E )3

" G

HW

R (E

)3 " G

HW

R

(E)4" GHWS

(E)4" GHWR

ASBESTOS NOTES:

1. ESTABLISH REGULATED AREAS (RA) AND NEGATIVE PRESSURE ENCLOSURES (NPE) AND PERFORM

REMOVAL IN ACCORDANCE WITH VA MASTER SPECIFICATION SECTION 02 82 13.13, GLOVEBAG ASBESTOS ABATEMENT. FINALIZE LIMITS OF REGULATED AREAS, LOCATIONS OF NEGATIVE AIR MACHINES (NAM), PERSONAL DECONTAMINATION FACILITIES (PDF), AND WASTE DECONTAMINATION FACILITIES (WDF) BASED ON SITE CONDITIONS, BEST PRACTICES, PHASING REQUIREMENTS AND AS COORDINATED WITH

THE VA FACILITY.

2. THE ABATEMENT CONTRACTOR MUST COMPLY WITH ALL APPLICABLE REQUIREMENTS OF 29 CFR 1926.1101, 40 CFR PART 61 SUBPART M, AND ANY OTHER APPLICABLE STATE (NEBRASKA), AND FEDERAL

REGULATIONS FOR ASBESTOS ABATEMENT. THIS INCLUDES PROPER NOTIFICATION, HANDLING,

REMOVAL, DISPOSAL OF ASBESTOS CONTAINING MATERIALS, ENSURING WORKER SAFETY (TRAINING, PPE, MEDICAL SURVEILLANCE), AIR MONITORING (INTERIM AND FINAL), AND PROJECT RECORD-KEEPING .

COORDINATE ALL WORK ACTIVITIES WITH THE NEBRASKA DEPARTMENT OF ENVIRONMENTAL QUALITY (NDEQ) AND EPA REGION 7, AS APPLICABLE. UPDATE THE PROJECT PLAN AND NOTIFICATIONS TO

REFLECT SITE-SPECIFIC COMPLIANCE MEASURES.

3. ASSUME 50% EFFICIENCY WHEN CALCULATING NAM REQUIREMENTS FOR ACHIEVING FOUR (4) AIR CHANGES PER HOUR AND PROVIDED GREATER THAN -0.02” WCG PRESSURE. CONFIGURE AND PLACE NAMS AS NEEDED TO MAXIMIZE AIR MOVEMENT AND PREVENT DEAD AIR SPACE. COORDINATE NEGATIVE

AIR DISCHARGE LOCATIONS WITH GENERAL CONTRACTOR, OWNER'S REPRESENTATIVE , AND VA

PROFESSIONAL INDUSTRIAL HYGIENIST, IF NEEDED.

4. ALL WASTE LOADOUT SHALL OCCUR AFTER HOURS. COORDINATE LOADOUT ROUTES AND TIMES WITH

THE GENERAL CONTRACTOR, OWNER'S REPRESENTATIVE, AND VA PROFESSIONAL INDUSTRIAL

HYGIENIST.

5. WHITE PIPE INSULATION MASTIC (2% CHRYSOTILE) WILL BE IMPACTED BY RENOVATION. REMOVE PER THE VA SPECIFICATION FOR GLOVEBAG ABATEMENT. PERFORM WITHIN REGULATED AREA, USING WET

REMOVAL METHODS AND PROPER CONTAINMENT.

6. REFER TO THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT BY AMI ENVIRONMENTAL, DATED MARCH 28, 2025, FOR MORE INFORMATION CONCERNING THE PRESENCE OF ASBESTOS-CONTAINING MATERIALS IN THE PROJECT AREAS. THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT CAN BE

FOUND IN VOLUME 5 - REPORTS.

ASBESTOS ABATEMENT PHASING:

1. THE ABATEMENT CONTRACTOR SHALL WORK CLOSELY WITH THE GENERAL CONTRACTOR,

CONTRACTING OFFICER, OWNER OR OWNER'S REPRESENTATIVE, AND/OR THE VA PROFESSIONAL

INDUSTRIAL HYGIENIST TO COORDINATE REMOVAL OF ASBESTOS CONTAINING MATERIALS IN

ACCORDANCE WITH PROJECT SCHEDULING, SEQUENCING, AND PHASING REQUIREMENTS. ALL

ABATEMENT WORK WILL BE DONE AFTER HOURS. PHASING IS SUBJECT TO CHANGE TO ACCOMMODATE

SITE CONDITIONS AND FACILITY OPERATIONS.

LEAD-BASED PAINT & LEAD-CONTAINING PAINT:

1. THE PROJECT AREA WAS RECENTLY SURVEYED FOR LEAD-BASED PAINT. REFER TO THE HAZARDOUS

BUILDING MATERIALS INSPECTION REPORT BY AMI ENVIRONMENTAL, DATED MARCH 28, 2025, FOR MORE

INFORMATION CONCERNING THE PRESENCE OF LEAD-BASED PAINT IN THE PROJECT AREAS.

2. NO SUSPECT PAINT APPLICATIONS THAT WILL BE IMPACTED BY THE HVAC UPGRADES WERE IDENTIFIED

DURING THE HAZARDOUS BUILDING MATERIALS INSPECTION.

3. IF SUSPECT PAINTED COMPONENTS ARE ENCOUNTERED DURING DEMOLITION OR CONSTRUCTION, STOP WORK IMMEDIATELY, NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE AND VA PROFESSIONAL

INDUSTRIAL HYGIENIST, AND AWAIT SAMPLING BEFORE RESUMING WORK.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 12-24-2025

CONSTRUCTION

DOCUMENTS

C.L. MET

Au to de sk

D oc s:

//1

-2 5-

- A E

C or re ct

H

VA

C D ef ic ie nc ie s/

6-

-3

.B

.B

.A rc h_

R

_1

-A

E C or re ct H

VA

C

D ef ic ie nc ie s.

rv t 5/

7/

:3 2:

P

M

C.L. MET

Mark Revisions: Date:

1/4" = 1'-0"1 BUILDING 17- BASEMENT LEVEL - HAZARDOUS MATERIALS - ADDITIVE BID ITEM 1N

17-HA101-A

BUILDING 17 - BASEMENT LEVEL -

HAZARDOUS MATERIALS - ADDITIVE BID ITEM 1

C.L. MET

A1

A1

EL -

I

EL -

I

(E)4" LPS

(E)1" LPC

(E)4" GHWS

(E)4" GHWR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 12-24-2025

CONSTRUCTION

DOCUMENTS

C.L. MET

Au to de sk

D oc s:

//1

-2 5-

- A E

C or re ct

H

VA

C D ef ic ie nc ie s/

6-

-3

.B

.B

.A rc h_

R

_1

-A

E C or re ct H

VA

C

D ef ic ie nc ie s.

rv t 5/

7/

:3 2:

P

M

17-HA102

BUILDING 17 - MEZZANINE LEVEL -

HAZARDOUS MATERIALS

Mark Revisions: Date:

1/4" = 1'-0"1 BUILDING 17- MEZZANINE LEVEL - HAZARDOUS MATERIALSN

A1

A1

A1

ASBESTOS NOTES:

1. ESTABLISH REGULATED AREAS (RA) AND NEGATIVE PRESSURE ENCLOSURES (NPE) AND PERFORM

REMOVAL IN ACCORDANCE WITH VA MASTER SPECIFICATION SECTION 02 82 13.13, GLOVEBAG ASBESTOS ABATEMENT. FINALIZE LIMITS OF REGULATED AREAS, LOCATIONS OF NEGATIVE AIR MACHINES (NAM), PERSONAL DECONTAMINATION FACILITIES (PDF), AND WASTE DECONTAMINATION FACILITIES (WDF) BASED ON SITE CONDITIONS, BEST PRACTICES, PHASING REQUIREMENTS AND AS COORDINATED WITH

THE VA FACILITY.

2. THE ABATEMENT CONTRACTOR MUST COMPLY WITH ALL APPLICABLE REQUIREMENTS OF 29 CFR 1926.1101, 40 CFR PART 61 SUBPART M, AND ANY OTHER APPLICABLE STATE (NEBRASKA), AND FEDERAL

REGULATIONS FOR ASBESTOS ABATEMENT. THIS INCLUDES PROPER NOTIFICATION, HANDLING,

REMOVAL, DISPOSAL OF ASBESTOS CONTAINING MATERIALS, ENSURING WORKER SAFETY (TRAINING, PPE, MEDICAL SURVEILLANCE), AIR MONITORING (INTERIM AND FINAL), AND PROJECT RECORD-KEEPING .

COORDINATE ALL WORK ACTIVITIES WITH THE NEBRASKA DEPARTMENT OF ENVIRONMENTAL QUALITY (NDEQ) AND EPA REGION 7, AS APPLICABLE. UPDATE THE PROJECT PLAN AND NOTIFICATIONS TO

REFLECT SITE-SPECIFIC COMPLIANCE MEASURES.

3. ASSUME 50% EFFICIENCY WHEN CALCULATING NAM REQUIREMENTS FOR ACHIEVING FOUR (4) AIR CHANGES PER HOUR AND PROVIDED GREATER THAN -0.02” WCG PRESSURE. CONFIGURE AND PLACE NAMS AS NEEDED TO MAXIMIZE AIR MOVEMENT AND PREVENT DEAD AIR SPACE. COORDINATE NEGATIVE

AIR DISCHARGE LOCATIONS WITH GENERAL CONTRACTOR, OWNER'S REPRESENTATIVE , AND VA

PROFESSIONAL INDUSTRIAL HYGIENIST, IF NEEDED.

4. ALL WASTE LOADOUT SHALL OCCUR AFTER HOURS. COORDINATE LOADOUT ROUTES AND TIMES WITH

THE GENERAL CONTRACTOR, OWNER'S REPRESENTATIVE, AND VA PROFESSIONAL INDUSTRIAL

HYGIENIST.

5. WHITE PIPE INSULATION MASTIC (2% CHRYSOTILE) LOCATED ON THE CHILLED WATER PIPE INSULATION ASSOCIATED WITH #3 WILL BE IMPACTED BY RENOVATION. REMOVE PER THE VA SPECIFICATION FOR

GLOVEBAG ABATEMENT. PERFORM WITHIN REGULATED AREA, USING WET REMOVAL METHODS AND

PROPER CONTAINMENT.

6. REFER TO THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT BY AMI ENVIRONMENTAL, DATED MARCH 28, 2025, FOR MORE INFORMATION CONCERNING THE PRESENCE OF ASBESTOS-CONTAINING MATERIALS IN THE PROJECT AREAS. THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT CAN BE

FOUND IN VOLUME 5 - REPORTS.

ASBESTOS ABATEMENT PHASING:

1. THE ABATEMENT CONTRACTOR SHALL WORK CLOSELY WITH THE GENERAL CONTRACTOR,

CONTRACTING OFFICER, OWNER OR OWNER'S REPRESENTATIVE, AND/OR THE VA PROFESSIONAL

INDUSTRIAL HYGIENIST TO COORDINATE REMOVAL OF ASBESTOS CONTAINING MATERIALS IN

ACCORDANCE WITH PROJECT SCHEDULING, SEQUENCING, AND PHASING REQUIREMENTS. ALL

ABATEMENT WORK WILL BE DONE AFTER HOURS. PHASING IS SUBJECT TO CHANGE TO ACCOMMODATE

SITE CONDITIONS AND FACILITY OPERATIONS.

LEAD-BASED PAINT & LEAD-CONTAINING PAINT:

1. THE PROJECT AREA WAS RECENTLY SURVEYED FOR LEAD-BASED PAINT. REFER TO THE HAZARDOUS

BUILDING MATERIALS INSPECTION REPORT BY AMI ENVIRONMENTAL, DATED MARCH 28, 2025, FOR MORE

INFORMATION CONCERNING THE PRESENCE OF LEAD-BASED PAINT IN THE PROJECT AREAS.

2. NO SUSPECT PAINT APPLICATIONS THAT WILL BE IMPACTED BY THE HVAC UPGRADES WERE IDENTIFIED

DURING THE HAZARDOUS BUILDING MATERIALS INSPECTION.

3. IF SUSPECT PAINTED COMPONENTS ARE ENCOUNTERED DURING DEMOLITION OR CONSTRUCTION, STOP WORK IMMEDIATELY, NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE AND VA PROFESSIONAL

INDUSTRIAL HYGIENIST, AND AWAIT SAMPLING BEFORE RESUMING WORK.

ASBESTOS NOTES:

1. ESTABLISH REGULATED AREAS (RA) AND NEGATIVE PRESSURE ENCLOSURES (NPE) AND PERFORM

REMOVAL IN ACCORDANCE WITH VA MASTER SPECIFICATION SECTION 02 82 13.13, GLOVEBAG ASBESTOS ABATEMENT. FINALIZE LIMITS OF REGULATED AREAS, LOCATIONS OF NEGATIVE AIR MACHINES (NAM), PERSONAL DECONTAMINATION FACILITIES (PDF), AND WASTE DECONTAMINATION FACILITIES (WDF) BASED ON SITE CONDITIONS, BEST PRACTICES, PHASING REQUIREMENTS AND AS COORDINATED WITH

THE VA FACILITY.

2. THE ABATEMENT CONTRACTOR MUST COMPLY WITH ALL APPLICABLE REQUIREMENTS OF 29 CFR 1926.1101, 40 CFR PART 61 SUBPART M, AND ANY OTHER APPLICABLE STATE (NEBRASKA), AND FEDERAL

REGULATIONS FOR ASBESTOS ABATEMENT. THIS INCLUDES PROPER NOTIFICATION, HANDLING,

REMOVAL, DISPOSAL OF ASBESTOS CONTAINING MATERIALS, ENSURING WORKER SAFETY (TRAINING, PPE, MEDICAL SURVEILLANCE), AIR MONITORING (INTERIM AND FINAL), AND PROJECT RECORD-KEEPING .

COORDINATE ALL WORK ACTIVITIES WITH THE NEBRASKA DEPARTMENT OF ENVIRONMENTAL QUALITY (NDEQ) AND EPA REGION 7, AS APPLICABLE. UPDATE THE PROJECT PLAN AND NOTIFICATIONS TO

REFLECT SITE-SPECIFIC COMPLIANCE MEASURES.

3. ASSUME 50% EFFICIENCY WHEN CALCULATING NAM REQUIREMENTS FOR ACHIEVING FOUR (4) AIR CHANGES PER HOUR AND PROVIDED GREATER THAN -0.02” WCG PRESSURE. CONFIGURE AND PLACE NAMS AS NEEDED TO MAXIMIZE AIR MOVEMENT AND PREVENT DEAD AIR SPACE. COORDINATE NEGATIVE

AIR DISCHARGE LOCATIONS WITH GENERAL CONTRACTOR, OWNER'S REPRESENTATIVE , AND VA

PROFESSIONAL INDUSTRIAL HYGIENIST, IF NEEDED.

4. ALL WASTE LOADOUT SHALL OCCUR AFTER HOURS. COORDINATE LOADOUT ROUTES AND TIMES WITH

THE GENERAL CONTRACTOR, OWNER'S REPRESENTATIVE, AND VA PROFESSIONAL INDUSTRIAL

HYGIENIST.

5. WHITE PIPE INSULATION MASTIC (2% CHRYSOTILE) LOCATED ON THE CHILLED WATER PIPE INSULATION ASSOCIATED WITH AHUs #1 AND #3 WILL BE IMPACTED BY RENOVATION. REMOVE PER THE VA MASTER SPECIFICATION FOR GLOVEBAG ABATEMENT. PERFORM WITHIN REGULATED AREA, USING WET REMOVAL

METHODS AND PROPER CONTAINMENT.

6. YELLOW & GRAY DUCT SEAM MASTIC (2% CHRYSOTILE) LOCATED UNDER INSULATION ON THE SEAMS OF THE SUPPLY DUCT FOR AHU #1 WILL BE IMPACTED BY RENOVATION. REMOVE PER THE VA MASTER SPECIFICATION FOR GLOVEBAG ABATEMENT. PERFORM WITHIN REGULATED AREA, USING WET REMOVAL

METHODS AND PROPER CONTAINMENT.

7. REFER TO THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT BY AMI ENVIRONMENTAL, DATED MARCH 28, 2025, FOR MORE INFORMATION CONCERNING THE PRESENCE OF ASBESTOS-CONTAINING MATERIALS IN THE PROJECT AREAS. THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT CAN BE

FOUND IN VOLUME 5 - REPORTS.

ASBESTOS ABATEMENT PHASING:

1. THE ABATEMENT CONTRACTOR SHALL WORK CLOSELY WITH THE GENERAL CONTRACTOR,

CONTRACTING OFFICER, OWNER OR OWNER'S REPRESENTATIVE, AND/OR THE VA PROFESSIONAL

INDUSTRIAL HYGIENIST TO COORDINATE REMOVAL OF ASBESTOS CONTAINING MATERIALS IN

ACCORDANCE WITH PROJECT SCHEDULING, SEQUENCING, AND PHASING REQUIREMENTS. ALL

ABATEMENT WORK WILL BE DONE AFTER HOURS. PHASING IS SUBJECT TO CHANGE TO ACCOMMODATE

SITE CONDITIONS AND FACILITY OPERATIONS.

LEAD-BASED PAINT & LEAD-CONTAINING PAINT:

1. THE PROJECT AREA WAS RECENTLY SURVEYED FOR LEAD-BASED PAINT. REFER TO THE HAZARDOUS

BUILDING MATERIALS INSPECTION REPORT BY AMI ENVIRONMENTAL, DATED MARCH 28, 2025, FOR MORE

INFORMATION CONCERNING THE PRESENCE OF LEAD-BASED PAINT IN THE PROJECT AREAS.

2. NO SUSPECT PAINT APPLICATIONS THAT WILL BE IMPACTED BY THE HVAC UPGRADES WERE IDENTIFIED

DURING THE HAZARDOUS BUILDING MATERIALS INSPECTION.

3. IF SUSPECT PAINTED COMPONENTS ARE ENCOUNTERED DURING DEMOLITION OR CONSTRUCTION, STOP WORK IMMEDIATELY, NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE AND VA PROFESSIONAL

INDUSTRIAL HYGIENIST, AND AWAIT SAMPLING BEFORE RESUMING WORK.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 12-24-2025

CONSTRUCTION

DOCUMENTS

C.L. MET

Au to de sk

D oc s:

//1

-2 5-

- A E

C or re ct

H

VA

C D ef ic ie nc ie s/

6-

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rv t 5/

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C.L. MET

Mark Revisions: Date:

1/4" = 1'-0"1 BUILDING 17- MEZZANINE LEVEL - HAZARDOUS MATERIALS - ADDITIVE BID ITEM 1N

17-HA102-A

BUILDING 17 - MEZZANINE LEVEL -

HAZARDOUS MATERIALS - ADDITIVE BID ITEM 1

C.L. MET

A2

A2

A2 A2

A1

A1

A1

EL -

I

ASBESTOS NOTES:

1. DURING THE INVESTIGATION, IT WAS NOTED THAT PENETRATIONS WILL BE MADE IN THE ROOF OF

BUILDING 17 FOR HVAC DUCTWORK. THE ROOF WILL ALSO BE IMPACTED DURING THE INSTALLATION OF AIR TERMINALS. THE ROOF IS A RUBBER MEMBRANE ROOF, AND IT WAS NOT SAMPLED TO PREVENT POTENTIAL LEAKS FROM SAMPLING ACTIVITIES. THE ROOF LAYERS SHALL BE SAMPLED BY THE DESIGN TEAM IMMEDIATELY PRIOR TO PENETRATIONS BEING MADE DURING CONSTRUCTION ACTIVITIES TO CONFIRM THAT IT IS ASBESTOS-FREE. CAUTION SHOULD BE EXERCISED DURING ROOF-RELATED WORK

UNTIL SAMPLING IS CONDUCTED TO MITIGATE POTENTIAL ASBESTOS EXPOSURE RISKS

2. REFER TO THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT BY AMI ENVIRONMENTAL, DATED MARCH 28, 2025, FOR MORE INFORMATION CONCERNING THE PRESENCE OF ASBESTOS-CONTAINING MATERIALS IN THE PROJECT AREAS. THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT CAN BE

FOUND IN VOLUME 5 - REPORTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Alesia Architecture P.C.

3705 North 200th Street Elkhorn, Nebraska 68022 Phone: (402) 291-6941

NE COA NUMBER: CA-0721

on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

Correct HVAC Deficiencies 636-25-301

4101 Woolworth Ave, Omaha, NE 68105

A

B

C

D

E

F

Specialized Engineering Solutions 10360 Ellison Circle Omaha, NE 68134 Phone: (402) 991-5520

InfraStructure, LLC 6910 Pacific Street, Suite 310 Omaha, NE 68106 Phone: (402) 554-0234

AMI Environmental Inc 8802 S 135th Street Omaha, NE 68138 Phone: (402) 397-5001 12-24-2025

CONSTRUCTION

DOCUMENTS

C.L. MET

Au to de sk

D oc s:

//1

-2 5-

- A E

C or re ct

H

VA

C D ef ic ie nc ie s/

6-

-3

.B

.B

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R

_1

-A

E C or re ct H

VA

C

D ef ic ie nc ie s.

rv t 5/

7/

:3 2:

P

M

C.L. MET

Mark Revisions: Date:

1/4" = 1'-0"1 BUILDING 17- THIRD LEVEL - HAZARDOUS MATERIALSN

17-HA103

BUILDING 17 - THIRD LEVEL -

HAZARDOUS MATERIALS

C.L. MET

A3

2024 INTERNATIONAL BUILDING CODE

ACI 318-19

A.I.S.C. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (LRFD) ANSI/AISC 360-22

A.W.S. D1.1, D1.3, D1.4

LIVE LOADS

LOCATION PSF

MECHANICAL ROOM FLOOR 150 (PER EXISTING DRAWINGS)

BUILDING 17 ROOF 50 (25 PSF SNOW AND 25 PSF PIPING PER EXISTING DRAWINGS)

PARTITIONS - (LATERAL LOAD) 5

STRUCTURE RISK CATEGORY: IV

ROOF LIVE LOAD 25 PSF (PER EXISTING DRAWINGS)

ROOF SNOW LOAD 24 PSF + DRIFT

Pg = 25 psf, Is = 1.2, Ct = 1.0, Ce = 1.0

WIND LOADS

BASIC WIND SPEED 125 MPH (ULTIMATE WIND SPEED)

97 MPH (SERVICE/NOMINAL WIND SPEED)

EXPOSURE CLASSIFICATION B

ENCLOSURE CLASSIFICATION ENCLOSED (GCpi = +/- 0.18)

SEISMIC LOADS

SEISMIC DESIGN CATEGORY C

IMPORTANCE FACTOR 1.5

SPECTRAL RESPONSE COEFFICIENT SDS = 0.077

SPECTRAL RESPONSE COEFFICIENT SD1 = 0.073

SITE CLASSIFICATION D

CONCRETE & REINFORCING

CONCRETE MIX f'c @ 28 DAYS) MAX. W/C RATIO

SLABS OVER METAL DECK 3000 PSI 0.48

WALLS AND CURBS 4000 PSI 0.45

CONCRETE NOT OTHERWISE SPECIFIED 3000 PSI 0.50

GRADE SUPPORTED SLABS 4000 PSI 0.48

SUSPENDED BEAMS, JOISTS, AND SLABS 4000 PSI 0.45

CEMENT TYPE PORTLAND TYPE I/II OR 1L

AGGREGATES REGULAR WT. HARDROCK TYPE - ASTM C33

REINFORCING STEEL ASTM A615, GRADE 60

WELDED WIRE FABRIC ASTM A1064

PREFORMED EXPN. JT. (1/2 IN) ASTM D1751

STEEL

STRUCTURAL STEEL (WIDE FLANGES) ASTM A992, GRADE 50

STRUCTURAL STEEL (ALL OTHER SHAPES) ASTM A36

STRUCTURAL STEEL PIPE ASTM A53, GRADE B (Fy = 35 KSI) STRUCTURAL SQUARE TUBING ASTM A500, GRADE C (Fy = 50 KSI)

ANCHOR RODS ASTM F1554, GRADE 36

BOLTED CONNECTIONS ASTM F3125, GRADE A325

WELDED CONNECTIONS E70XX ELECTRODES

HEADED CONCRETE ANCHORS (HCA) 1/2"Ø TO 1"Ø ASTM A108 TYPE B (Fu=65 KSI) DEFORMED BAR ANCHORS (DBA) ASTM A496 TYPE C (Fy = 80 KSI)

METAL ROOF DECK ASTM A1008

GALVANIZED METAL FLOOR DECK ASTM A653

ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE.

THE STRUCTURAL WORK HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED

STRUCTURAL ASSEMBLY. APPLICATION OF ANY LOADS TO THE PARTIALLY COMPLETED STRUCTURE SHALL BE CONSIDERED BY THE CONTRACTOR AND SO INCLUDED IN THE DESIGN OF SHORING, BRACING, FORMWORK, AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FOR CONSTRUCTION OF THE STRUCTURE.

WHERE CONSTRUCTION MATERIALS OR EQUIPMENT ARE TEMPORARILY STORED ON ROOF OR FLOOR

FRAMING, THEY SHALL BE DISTRIBUTED SO THAT THE DESIGN LIVE LOAD IS NOT EXCEEDED.

DETAILS ON THE DRAWINGS INDICATED AS "TYPICAL" APPLY IN ALL AREAS WHERE CONDITIONS SIMILAR TO

THE DETAIL OCCUR.

THE STRUCTURAL DRAWINGS ARE NOT INTENDED FOR USE AS SHOP ERECTION DRAWINGS. REPRODUCTION OF THESE DRAWINGS IN LIEU OF PREPARATION OF SHOP ERECTION DRAWINGS SIGNIFIES THE USERS' ACCEPTANCE THAT ALL INFORMATION SHOWN IS CORRECT AND APPROPRIATE FOR SHOP DRAWINGS AND THAT THE USER WILL BE FULLY RESPONSIBLE FOR EXPENSES THAT MAY OCCUR FROM SAID ACCEPTANCE.

UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADE FOR FUTURE FLOORS, ROOFS, OR OTHER

LOADS.

CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 117, ACI 301, AND CRSI's MANUAL OF STANDARD PRACTICE

CONCRETE BATCH DESIGN(S) SHALL BE PROPORTIONED AND PRODUCED IN ACCORDANCE WITH A.C.I. 318, IN PARTICULAR CHAPTER 5, AND A.C.I. 301. MIX AND DELIVER IN ACCORDANCE WITH ASTM C94.

SLUMP REQUIREMENTS:

CONCRETE W/ PLASTICIZERS MAX. 8 IN.

OTHER CONCRETE MIN. 1 IN. / MAX. 5 IN.

AIR ENTRAINMENT CONCRETE EXPOSED TO EARTH OR WEATHER - 5% MIN.

ADMIXTURES SUBMIT AS REQUIRED FOR APPROVAL

FLY ASH UP TO MAX. 25% OF CEMENT CONTENT

CONCRETE TEST CYLINDERS:

SAMPLING IN FIELD ASTM C172 & C31

CYLINDER STRENGTH TESTS ASTM C39

FREQUENCY OF STRENGTH TESTS ONE PER 100 CU. YDS. OR

MIN. ONCE FOR EA. 5000 S.F. OF SLABS OR WALLS OR

MIN. ONCE PER DAY FOR EACH TYPE OF MIX

ONE STRENGTH TEST = AVG. STRENGTHS OF (2) 6"x12" CYLINDERS OR (3) 4"x8" CYLINDERS @ 28 DAYS.

CYLINDERS TO BE TESTED: (2) @ 7 DAYS, (2) 6"x12" OR (3) 4"x8" @ 28 DAYS, (1) @ 56 DAYS (IF REQUIRED)

CONCRETE TO CONCRETE COLD JOINTS: PROVIDE 1/4” INTENTIONALLY ROUGHENED SURFACE AT ALL

HORIZONTAL JOINTS.

EXPOSED CORNERS: PROVIDE A 3/4" CHAMFER AT ALL EXPOSED CONCRETE CORNERS.

CURING: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT. IF FORMWORK IS REMOVED PRIOR TO SEVEN DAYS, APPLY MOIST CURING TO NEWLY EXPOSED SURFACES. APPROVED CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING PROVIDED

THEY ARE COMPLIANT WITH ANY SEALER OR ADMIXTURES.

REINFORCING BAR WELDING: ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND

REINFORCING BARS SHALL BE ALLOWED WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER.

MINIMUM CONCRETE CLEAR COVER: PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER OVER

REINFORCING (FACE OF CONCRETE TO EDGE OF BAR) UNLESS DETAILED OTHERWISE ON DRAWINGS:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3”

CONCRETE EXPOSED TO EARTH OR WEATHER

• NO. 6 THROUGH NO. 18 BARS 2”

• NO. 5 BAR, W31 OR D31 WIRE & SMALLER 1 1/2”

CONCRETE NOT EXPOSED TO EARTH OR WEATHER

• SLABS, WALLS, JOISTS #11 BAR AND SMALLER 3/4”

• BEAMS & COLUMNS - TIES, STIRRUPS & SPIRALS 1 1/2”

BAR SUPPORT ACCESSORIES: SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST A.C.I. MANUAL OF

STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES

BEAM REINFORCING ON BAR BOLSTERS @ 4 FT. O.C. MAX.

SLAB REINFORCING ON BAR BOLSTERS @ 4 FT. O.C. MAX.

WITH SAND PLATES AS REQUIRED

CONC EXPOSED TO VIEW PLASTIC COATED OR GALV. LEGS

CONCRETE W/ SANDBLAST FINISH STAINLESS STEEL SUPPORTS

• NO ROCKS, CLAY TILE, OR CLAY BRICK SHALL BE USED TO SUPPORT REINFORCING.

NON-METALLIC, SHRINKAGE-RESISTANT GROUT

PRE-MIXED, NON-METALLIC, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING SILICA SANDS, PORTLAND CEMENT, SHRINKAGE-COMPENSATING AGENTS, PLASTICIZING AND WATER-REDUCING AGENTS

(ASTM C-1107).

MINIMUM COMPRESSIVE STRENGTH @ 48 HOURS 2400 PSI

MINIMUM COMPRESSIVE STRENGTH @ 28 DAYS 7000 PSI

REINFORCING SHOP DRAWINGS: REINFORCING SUPPLIER SHALL PROVIDE COMPLETE PLACEMENT AND FABRICATION DRAWINGS FOR ALL REINFORCING INCLUDING THE LOCATION AND SIZE OF ALL ACCESSORIES

AND SUPPORTS.

DESIGN OF CONNECTIONS: BEAM CONNECTIONS SHALL BE AS DETAILED ON THE PLANS. ALTERNATIVE CONNECTIONS, DESIGNED BY A LICENSED ENGINEER FOR THE FABRICATOR, MAY BE UTILIZED PROVIDED THE ALTERNATIVE CONNECTION PROVIDES THE SAME LOAD CARRYING CAPACITY OF THE ORIGINAL DESIGN. ANY CHANGES OR DEVIATIONS FROM THE CONSTRUCTION DOCUMENT'S DESIGN OR DETAILING MUST BE

EXPLICITLY NOTED IN THE FABRICATOR'S SUBMITTAL DRAWINGS FOR REVIEW

STEEL PROTECTION: ALL STRUCTURAL STEEL SHALL BE CLEANED PER SSPC SP-2 HAND TOOL CLEANING OR SP-3 POWER TOOL CLEANING AND SHOP PAINTED WITH ONE COAT OF THE FABRICATOR'S STANDARD PRIMER (PAINT TYPE SSPC-PAINT 13 OR 25). TOUCH UP SCARRED AREAS WITH THE SAME PAINT AFTER

ERECTION.

SHOP DRAWINGS: STEEL FABRICATOR SHALL PROVIDE COMPLETE ERECTION AND FABRICATION DRAWINGS

SHOWING ALL MEMBERS AND CONNECTIONS.

WELDING: ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS PER AWS STANDARD

QUALIFICATION PROCEDURES.

HEADED CONCRETE ANCHORS (HCA): AUTOMATICALLY END WELDED IN THE SHOP OR FIELD IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ANCHOR WELDS SHALL BE TESTED PER

AWS SECTION 7.7.

POST-INSTALLED MECHANICAL ANCHORS: SEE DETAILS

INSTALL USING MINIMUM TORQUE, EMBEDMENTS, EDGE DISTANCES AND SPACING (UNLESS OTHERWISE

NOTED) AS RECOMMENDED BY THE ANCHOR MANUFACTURER.

POST-INSTALLED ADHESIVE ANCHORS: SEE DETAILS

INSTALLATION TO MEET MANUFACTURER'S RECOMMENDATIONS (UNLESS NOTED OTHERWISE)

MIN. EMBEDMENTS, EDGE DISTANCES, SPACING, PROCEDURES, AND CURING TIME PRIOR TO LOADING.

POST-INSTALLED ANCHORS SHALL BE LOCATED PER THE DETAILS.

AVOID CUTTING OR DAMAGING EXISTING REINFORCING. SHOULD LOCATIONS OF DRILLED HOLES BE FOUND DIRECTLY ALIGNED WITH REINFORCING BARS, NOTIFY ENGINEER FOR NECESSARY ADJUSTMENTS TO THE

DESIGN.

POST-INSTALLED ANCHORS LOCATED IN PRESTRESSED OR POST-TENSIONED MEMBERS SHALL NOT BE DRILLED UNTIL EXACT LOCATIONS OF TENDONS OR STRANDS ARE DETERMINED USING NON-DESTRUCTIVE

METHODS.

DO NOT INSTALL POST-INSTALLED ANCHORS INTO CMU BLOCK WITHIN 1 1/2" FROM ANY VERTICAL MORTAR

JOINT

APPLICABLE DESIGN CODES AND STANDARDS

DESIGN LOADS

MATERIAL DATA

STRUCTURAL NOTES

CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE

ENGINEER BEFORE PROCEEDING WITH ANY PHASE OF THE WORK.

ANY PROPRIETARY STRUCTURAL SYSTEMS THAT ARE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND

ERECTION IN ACCORDANCE WITH THE INSTRUCTIONS PREPARED BY THE SUPPLIER.

CROSS REFERENCE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, AND WITH ACTUAL EQUIPMENT SUPPLIED TO THE PROJECT, FOR THE LOCATION AND SIZE OF ALL SLAB OPENINGS, SLEEVES, FLOOR DEPRESSIONS, EMBEDS, SURFACE FINISHES, MASONRY CONTROL JOINTS, ETC.

COORDINATION / VERIFICATION

CONCRETE / REINFORCING

STRUCTURAL STEEL

ANCHORAGE

INSPECTION TASKS PRIOR TO WELDING

WELDER QUALIFICATION AND CONTINUITY RECORDS

WPS AVAILABLE

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

MATERIAL IDENTIFICATION

WELDER IDENTIFICATION SYSTEM

FIT-UP OF GROOVE WELDS

• JOINT PREPARATION

• DIMENSIONS

• CLEANLINESS

• TACKING

• BACKING TYPE AND FIT (IF APPLICABLE)

FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING

• JOINT PREPARATION

• DIMENSIONS

• CLEANLINESS

• TACKING

CONFIGURATION AND FINISH OF ACCESS HOLES

FIT-UP OF FILLET WELDS

• DIMENSIONS

• CLEANLINESS

• TACKING

CHECK WELDING EQUIPMENT

QC QA

P O

P P

P P

O O

O O

O O

P O

O O

O O

O O

STRUCTURAL STEEL

INSPECTIONS, QUALITY CONTROL, AND QUALITY ASSURANCE SHALL BE PERFORMED PER ANSI/AISC 360 CHAPTER N: QUALITY CONTROL AND QUALITY ASSURANCE. FOR FABRICATORS NOT PARTICIPATING OR ENROLLED IN AISC'S QUALITY CERTIFICATION PROGRAM AND ARE NOT AN AISC CERTIFIED FABRICATOR, INSPECTIONS WILL BE PERFORMED AT THE FABRICATOR'S SHOP AT THE EXPENSE OF THE CONTRACTOR.

OBSERVE (O): THE…