S02 - 556-23-127 Drawing Combined 100CD 27MAY25.pdf

556-23-127 Sheet Index

Sheet Number Sheet Name

General

G000 COVER SHEET

Architectural

E401 B133 -THIRD LEVEL FLOOR PLANS -ENLARGED -ELECTRICAL

E402 B133CA -THIRD LEVEL FLOOR PLANS -ENLARGED -ELECTRICAL

E403 B133 -FOURTH LEVEL FLOOR PLANS -ENLARGED -ELECTRICAL

E500 ONE-LINE DIAGRAM

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AE101 THIRD FLOOR & ROOF ARCHITECTURAL & ICRA PLANS

AE111 SECOND FLOOR ARCHITECTURAL RCP & ICRA PLAN

AE112 SECOND FLOOR ARCHITECTURAL RCP & ICRA PLANS

Structural

SI001 GENERAL STRUCTURAL INFORMATION

S101 FOURTH LEVEL FLOOR PLAN -OVERALL -STRUCTURAL

S201 FOURTH LEVEL DEMO PLAN -ENLARGED -STRUCTURAL

S202 FOURTH LEVEL WORK PLAN -ENLARGED -STRUCTURAL

Fire Protection

F200 SECOND LEVEL FLOOR PLAN -OVERALL -FIRE PROTECTION

F201 THIRD LEVEL FLOOR PLAN -OVERALL -FIRE PROTECTION

F400 B133 -SECOND LEVEL FLOOR PLAN FIRE PROTECTION

F401 B133 -THIRD LEVEL FLOOR PLAN -FIRE PROTECTION

F402 B133CA -THIRD LEVEL FLOOR PLAN -FIRE PROTECTION

Mechanical

M000 MECHANICAL SYMBOLS AND ABBREVIATIONS

M100 SECOND LEVEL FLOOR PLAN -OVERALL -MECHANICAL

M101 THIRD LEVEL FLOOR PLAN -OVERALL -MECHANICAL

M102 FOURTH LEVEL FLOOR PLAN -OVERALL -MECHANICAL

M500 MECHANICAL DETAILS

MH401 B133CA -SECOND LEVEL FLOOR PLANS -ENLARGED -DUCTWORK

MH402 B133 -THIRD LEVEL FLOOR PLANS -ENLARGED -DUCTWORK

MH403 B133CA -THIRD LEVEL FLOOR PLANS -ENLARGED -DUCTWORK

MH404 B133 -FOURTH LEVEL FLOOR PLANS -ENLARGED -DUCTWORK

MP402 B133 -THIRD LEVEL FLOOR PLANS -ENLARGED -PIPING

MP403 B133CA -THIRD LEVEL FLOOR PLANS -ENLARGED -PIPING

Electrical

M501 AHU 1 CONTROLS

M502 AHU 12 CONTROLS

M503 MISCELLANEOUS. CONTROLS

M600 MECHANICAL SCHEDULES

MD100 SECOND LEVEL FLOOR PLAN -OVERALL -MECHANICAL -DEMO

MD101 THIRD LEVEL FLOOR PLAN -OVERALL -MECHANICAL -DEMO

MD102 FOURTH LEVEL FLOOR PLAN -OVERALL -MECHANICAL -DEMO

MH400 B133 -SECOND LEVEL FLOOR PLANS -ENLARGED -DUCTWORK

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED100 SECOND LEVEL FLOOR PLAN -OVERALL -ELECTRICAL -DEMO

ED101 THIRD LEVEL FLOOR PLAN -OVERALL -ELECTRICAL -DEMO

ED102 FOURTH LEVEL FLOOR PLAN -OVERALL -ELECTRICAL -DEMO

E100 SECOND LEVEL FLOOR PLAN -OVERALL -ELECTRICAL

E101 THIRD LEVEL FLOOR PLAN -OVERALL -ELECTRICAL

E102 FOURTH LEVEL FLOOR PLAN -OVERALL -ELECTRICAL

E400 B133 -SECOND LEVEL FLOOR PLANS -ENLARGED -LIGHTING AND

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10

100% CONSTRUCTION DOCUMENTS

321 4 5 6

05/27/2025 www.specializedeng.com

SES Project : 23022.008

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G000

COVER SHEET SURGICAL HVAC SYSTEMS

REPLACEMENT

3001 Green Bay Rd, North Chicago, IL 60064

556-23-127

133 & 133CA

05/27/2025 SRW CJW

VA CONTRACT #: 36C252-23-D-0061

VA TASK ORDER #: 36C25224N0447

Base Bid: General Contractor shall provide labor, material, and equipment for complete and compliant replacement of AHU-12 serving Surgical Administration in building 133CA and AHU-1 serving the surgical suites 1-4 in building 133. The renovation of the HVAC systems is to remove and replace the current HVAC, and associated items as indicated to meet current codes and standards. Full renovation of the surgical suites and administrative offices is not required.

N

Captain James A. Lovell Federal Health Care Center (FHCC)

SURGICAL HVAC SYSTEMS REPLACEMENT

3001 Green Bay Rd, North Chicago, IL 60064

VICINITY PLAN:

SITE PLAN:

05/27/2025 Revisions: Date:

Consultant:

G000 COVER SHEET

Structural

SI001 GENERAL STRUCTURAL INFORMATION

S101 FOURTH LEVEL FLOOR PLAN -OVERALL -STRUCTURAL

S201 FOURTH LEVEL DEMO PLAN -ENLARGED -STRUCTURAL

S202 FOURTH LEVEL WORK PLAN -ENLARGED -STRUCTURAL

Architectural

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AE101 THIRD FLOOR & ROOF ARCHITECTURAL & ICRA PLANS

AE111 SECOND FLOOR ARCHITECTURAL RCP & ICRA PLAN

AE112 SECOND FLOOR ARCHITECTURAL RCP & ICRA PLANS

Mechanical

M000 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD100 SECOND LEVEL FLOOR PLAN -OVERALL -MECHANICAL -DEMO

MD101 THIRD LEVEL FLOOR PLAN -OVERALL -MECHANICAL -DEMO

MD102 FOURTH LEVEL FLOOR PLAN -OVERALL -MECHANICAL -DEMO

M100 SECOND LEVEL FLOOR PLAN -OVERALL -MECHANICAL

M101 THIRD LEVEL FLOOR PLAN -OVERALL -MECHANICAL

M102 FOURTH LEVEL FLOOR PLAN -OVERALL -MECHANICAL

F200 SECOND LEVEL FLOOR PLAN -OVERALL -FIRE PROTECTION

F201 THIRD LEVEL FLOOR PLAN -OVERALL -FIRE PROTECTION

MH400 B133 -SECOND LEVEL FLOOR PLANS -ENLARGED -DUCTWORK

MH401 B133CA -SECOND LEVEL FLOOR PLANS -ENLARGED -DUCTWORK

MH402 B133 -THIRD LEVEL FLOOR PLANS -ENLARGED -DUCTWORK

MH403 B133CA -THIRD LEVEL FLOOR PLANS -ENLARGED -DUCTWORK

MH404 B133 -FOURTH LEVEL FLOOR PLANS -ENLARGED -DUCTWORK

MP402 B133 -THIRD LEVEL FLOOR PLANS -ENLARGED -PIPING

MP403 B133CA -THIRD LEVEL FLOOR PLANS -ENLARGED -PIPING

F400 B133 -SECOND LEVEL FLOOR PLAN -FIRE PROTECTION

F401 B133 -THIRD LEVEL FLOOR PLAN -FIRE PROTECTION

F402 B133CA -THIRD LEVEL FLOOR PLAN -FIRE PROTECTION

M500 MECHANICAL DETAILS

M501 AHU-1 CONTROLS

M502 AHU-12 CONTROLS

M503 MISCELLANEOUS. CONTROLS

M600 MECHANICAL SCHEDULES

556-23-127 SHEET INDEX

Electrical

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED100 SECOND LEVEL FLOOR PLAN -OVERALL -ELECTRICAL -DEMO

ED101 THIRD LEVEL FLOOR PLAN -OVERALL -ELECTRICAL -DEMO

ED102 FOURTH LEVEL FLOOR PLAN -OVERALL -ELECTRICAL -DEMO

E100 SECOND LEVEL FLOOR PLAN -OVERALL -ELECTRICAL

E101 THIRD LEVEL FLOOR PLAN -OVERALL -ELECTRICAL

E102 FOURTH LEVEL FLOOR PLAN -OVERALL -ELECTRICAL

E400 B133 -SECOND LEVEL FLOOR PLANS -ENLARGED -LIGHTING AND

E401 B133 -THIRD LEVEL FLOOR PLANS -ENLARGED -ELECTRICAL

E402 B133CA -THIRD LEVEL FLOOR PLANS -ENLARGED -ELECTRICAL

E403 B133 -FOURTH LEVEL FLOOR PLANS -ENLARGED -ELECTRICAL

FA400 B133 -SECOND LEVEL FLOOR PLAN -FIRE ALARM

FA401 B133 -THIRD LEVEL FLOOR PLAN -FIRE ALARM

FA402 B133CA -THIRD LEVEL FLOOR PLAN -FIRE ALARM

E500 ONE-LINE DIAGRAM

E700 ELECTRICAL SCHEDULES

E701 ELECTRICAL PANEL SCHEDULES

MISCELLANEOUS SYMBOLS

NORTH ARROW

GRIDLINES

SECTION NUMBER

SHEET NUMBER

S101

S101

CALLOUT NUMBER

SHEET NUMBER

A

ELEVATION REFERENCE

LIMIT OF EXTENT

CONTINUOUS EXTENT

Name

Elevation

N

1 1/2", 20 GA. GALV. WIDE-RIB

STEEL ROOF DECK

DIRECTION OF SPAN

4" LIGHT WEIGHT CONC. SLAB W/

6x6-W2.1xW2.1 WWF ON 3", 18 GA.

GALV. COMPOSITE STEEL FLOOR

DECK TOTAL THICKNESS = 7"

DIRECTION OF SPAN

4S

T/SLAB ELEV

4" CONC. SLAB W/ FIBER

REINFORCING OVER 15-MIL

VAPOR BARRIER OVER 6"

COMPACTED GRANULAR FILL

6-8/8/12/16

2x_ WALL STUD SIZE

STUD SPACING ON

1ST/2ND/3RD/4TH FLOORS

MASONRY VENEER LINTEL SCHEDULE

MASONRY VENEER

OPENING SIZE

LINTEL DESCRIPTION DIAGRAM

0' - 0" TO 5' - 0"

GREATER THAN 5' - 0"

TO 7' - 0"

L6x4x5/16 (LLV)

SINGLE ANGLE

GREATER THAN 7' - 0"

TO 10' - 0"

L7x4x3/8 (LLV)

SINGLE ANGLE

L4x4x5/16 SINGLE

ANGLE

NOTES:

1. PROVIDE 1" OF BEARING PER FOOT OF SPAN WITH MINIMUM 8" EACH

END OF LINTELS, UNLESS NOTED OTHERWISE.

2. ALL EXPOSED STEEL SHALL BE HOT-DIP GALVANIZED IN

CONFORMANCE WITH ASTM A123.

3. WHERE LINTELS ARE NOT SPECIFICALLY SHOWN OR NOTED ON THE

STRUCTURAL OR ARCHITECTURAL DRAWINGS, PROVIDE THE

FOLLOWING LINTELS OVER ALL OPENINGS AND RECESSES IN BOTH

INTERIOR AND EXTERIOR NON-LOAD-BEARING WALLS.

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF

NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING DRAWINGS AND SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT

THE APPROVAL OF THE STRUCTURAL ENGINEER.

CONTRACTOR TO COORDINATE ALL EQUIPMENT, ROOF DRAINS, CHASES, AND OTHER ITEMS CONNECTED TO THE STRUCTURE BEFORE

FABRICATION BEGINS.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS

SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. CONCRETE REINFORCEMENT

2. CONCRETE MASONRY REINFORCEMENT

3. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE

WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS)

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL

SAMPLES, AND UPON APPROVAL IN WRITING BY CONTRACTING OFFICER.

SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE STRUCTURAL ENGINEER AND COR FOR REVIEW.

1. FIBER REINFORCEMENT FOR CONCRETE

2. CONCRETE REINFORCEMENT

3. DIAMOND PLATE DOWELS FOR SLABS ON GRADE

4. CONCRETE CURING COMPOUND

5. CONCRETE JOINT SEALANT

6. MASONRY JOINT REINFORCEMENT

7. NON-SHRINK GROUT

SHORING/RE-SHORING

THE SHORING AND/OR RE-SHORING DESIGN FOR CONCRETE FRAME SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR.

TEMPORARY SHORING FOR SLABS, BEAMS, AND GIRDERS SHALL BE ADEQUATE TO CARRY THE TOTAL WEIGHT OF THE SLAB-BEAM- GIRDER SYSTEM AND ANY TEMPORARY CONSTRUCTION LOADS TO BE IMPOSED ON THE STRUCTURAL SYSTEM. SHORING FOR A LEVEL SHALL NOT BE REMOVED UNTIL THE CONCRETE AT THAT LEVEL HAS ATTAINED THE SPECIFIED COMPRESSIVE STRENGTH (F'C).

REMOVAL OF SHORING AND/OR RESHORING SHALL NOT CAUSE OVERSTRESSING OF ANY STRUCTURAL ELEMENTS.

MASONRY

CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE BUILDING CODE REQUIREMENTS FOR

CONCRETE MASONRY STRUCTURES (ACI 530).

CONCRETE MASONRY SHALL CONSIST OF HOLLOW UNITS CONFORMING TO THE REQUIREMENTS OF ASTM C90, WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2,800 PSI. CONCRETE MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH

(F'M) OF 2,000 PSI AT 28 DAYS.

MORTAR SHALL BE TYPE S PROPORTIONED IN ACCORDANCE WITH ASTM C270.

GROUT FOR REINFORCED MASONRY SHALL BE PROPORTIONED IN ACCORDANCE WITH ASTM C476. COARSE AND FINE AGGREGATES SHALL CONFORM TO ASTM C404. USE COARSE GROUT FOR ALL GROUTING EXCEPT HIGH-LIFT POURS DEFINED BY ACI 530, WHERE FINE

GROUT SHALL BE USED.

PROVIDE 9-GAUGE GALVANIZED STEEL WIRE JOINT REINFORCEMENT IN ALL MASONRY CONSTRUCTION. REINFORCEMENT SHALL BE CONTINUOUS AND BE LAPPED EIGHT INCHES AT SPLICES. CUT REINFORCEMENT AT ALL CONTROL AND EXPANSION JOINTS. SPACE REINFORCEMENT AT 8" ON CENTER FOR PARAPETS AND BELOW GROUND FLOOR ELEVATION. ELSEWHERE SPACE REINFORCEMENT AT

16 INCHES ON CENTER.

BEAMS AND LINTELS SHALL BEAR A MINIMUM OF 8 INCHES ONTO SUPPORTING MASONRY, UNLESS NOTED OTHERWISE. BEARING FOR ALL BEAMS, LINTELS, JOISTS, ETC. SHALL BE GROUTED SOLID A MINIMUM OF ONE COURSE (8 INCHES) BELOW BEARING ELEVATION, UNLESS NOTED OTHERWISE.

RENOVATION (EXISTING CONDITIONS)

INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM DRAWINGS THAT WERE PREPARED FOR

THE LOVELL VA MEDICAL CENTER BY PERKINS & WILL ON JUN 13, 1988.

WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO

NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

WHERE NEW WORK IS TO BE FITTED TO OLD WORK, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND REPORT ANY ERRORS OR DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY

NEW MEMBERS.

EXISTING MATERIALS TO BE REMOVED AND REINSTALLED AS PART OF THE PROJECT, THAT BECOME DAMAGED, SHALL BE REPLACED

WITH NEW MATERIAL OF EQUAL QUALITY AND APPEARANCE, AT THE CONTRACTORS EXPENSE.

ALL WORK SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT RETAINED WORK. ADJACENT EXISTING CONSTRUCTION SHALL BE

PROTECTED FROM DUST, DIRT, AND DEBRIS ACCUMULATION AT ALL TIMES.

STRUCTURAL STEEL

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS.

STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, 50 KSI.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS NOTED

OTHERWISE.

STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE C.

STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B.

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL THAT RECEIVES FINISH PAINT SHALL BE SHOP-PRIMED WITH A RUST-INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY THE

ARCHITECT. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE ARCHITECT.

STRUCTURAL STEEL THAT IS NOT EXPOSED IN THE FINISHED CONSTRUCTION AND DOES NOT RECEIVE FINISH PAINT SHALL NOT BE

SHOP-PRIMED, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:

1. SURFACES TO BE WELDED.

2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS.

3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS.

4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE

A ZINC-RICH COLD-GALVANIZING PAINT.

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION. UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 10 KIP SHEAR

REACTION.

PROVIDE L4X4X1/4 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE, UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PENETRATIONS. COORDINATE FRAMED OPENING SIZES

AND LOCATIONS WITH THE MECHANICAL AND PLUMBING CONTRACTORS.

GALVANIZE ALL EXPOSED STEEL.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

100% CONSTRUCTION DOCUMENTS 05/27/2025

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project: 23022.008

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SI001

GENERAL STRUCTURAL

INFORMATION

SURGICAL HVAC SYSTEM

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-127

133, 133CA

05/28/2025 LKL LKB

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

CONCRETE

REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318) AND COMMENTARY (ACI 318R).

MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. IN CASE OF A

DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN.

CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR TYPE II, UNO. CEMENTITIOUS MATERIAL CONTENT SHALL BE ADEQUATE FOR THE SPECIFIED REQUIREMENTS FOR STRENGTH, WATER-CEMENT RATIO, DURABILITY, AND FINISHABILITY.

FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. THE RATIO OF THE AMOUNT (BY WEIGHT) OF FLY ASH TO TOTAL CEMENTITIOUS MATERIALS IN THE MIX SHALL NOT EXCEED 25 PERCENT. MAXIMUM POZZOLANIC MINERAL ADMIXTURES (EX. FLY ASH, SLAG, SILICA FUME) AS A PRECENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIAL SHALL BE 50 PERCENT. WATER/CEMENT RATIO SHALL BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INCLUDING POZZOLANIC MINERAL ADMIXTURES.

NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33. ALL CONCRETE SHALL BE NORMAL WEIGHT UNLESS NOTED

OTHERWISE.

WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494. THE USE OF WATER REDUCERS AND SUPER PLASTICIZERS IS ALLOWED, BUT NOT REQUIRED. ALL ADMIXTURES SHALL BE CHLORIDE FREE UNLESS OTHERWISE APPROVED BY THE ENGINEER.

AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE

WITH OTHER ADMIXTURES.

CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL NOT BE USED.

IN COLD WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 306R, COLD WEATHER CONCRETING.

IN HOT WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 305R, HOT WEATHER CONCRETING.

THE CONTRACTOR SHALL MEASURE SLUMP. IF CONCRETE IS PUMPED, SLUMP SHALL BE MEASURED AT POINT OF DISCHARGE.

Issue Date 05/27/2025 Issue Date 05/27/2025 Issue Date 05/27/2025 Issue Date 05/27/2025 Issue Date 05/27/2025 Issue Date 05/27/2025 Issue Date 05/27/2025 Issue Date 05/27/2025

Issue Date 05/27/2025

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S202

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

100% CONSTRUCTION DOCUMENTS 05/27/2025

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project: 23022.008

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S tr u c t.

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/2

:0 :3

P

M

S101

FOURTH LEVEL FLOOR PLAN -

OVERALL - STRUCTURAL

SURGICAL HVAC SYSTEM

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-127

133, 133CA

05/28/2025 AK LKL

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1" = 20'-0"S101

1 B133 - FOURTH LEVEL PLAN - OVERALL - STRUCTURAL

N

1. PATH OF TRAVEL FOR AHU 12 REPLACEMENT

2. PATH OF TRAVEL FOR AHU 1 REPLACEMENT

KEYED NOTES

Revisions: Date:

N

R

S

T

7891011121314161718192021

PQ

9'

D'

E'

F'

REMOVE 14'-0" W x 10'-0" H

SECTION OF EXISTING

WALL FOR REMOVAL AND

RE-INSTALLATION OF AHU 1 S201

S202

161718

14' - 0"

DEMO EXISTING BRICK

AND CMU WALL SECTION

FOR AHU INSTALLATION

2' - 3"

1'

FFE = 37'-0"

VIF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

100% CONSTRUCTION DOCUMENTS 05/27/2025

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project: 23022.008

A u to d e s k D o c s /2

.0

V A

L o v e ll

S u rg ic a l H

V A

C S y s te m s R e p la c e m e n t/ .1

.1

S u rg

H V

A C

S tr u c t.

rv t /2

/2

:0 :3

P

M

S201

FOURTH LEVEL DEMO PLAN -

ENLARGED - STRUCTURAL

SURGICAL HVAC SYSTEM

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-127

133, 133CA

05/28/2025 AK LKL

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1" = 10'-0"S201

1 B133 - FOURTH LEVEL DEMO PLAN - ENLARGED - STRUCTURAL

SCALE: 1/4" = 1'-0"S201

2 WALL DEMOLITION ELEVATION

N

Revisions: Date:

N

R

S

T

7891011121314161718192021

PQ

9'

D'

E'

F'

S201

INFILL WALL OPENING AFTER AHU PLACEMENT.

MATCH EXISTING 8" CMU AND BRICK ASSEMBLY.

S202

NEW EQUIPMENT PAD FOR AHU 12 - SEE TYPICAL DETAIL

14' - 0"

INFILL WITH CMU/BRICK ASSEMBLY

AFTER AHU INSTALLATION

2' - 3"

1'

FFE = 37' - 0"

VIF

EXISTING SLAB

4"

NEW HOUSEKEEPING

PAD

WWF

DRAWINGS AND EQUIPMENT MANUFACTURER

EXTENTS TO BE COORDINATED W/ MEP

ROUGHEN EXISTING CONCRETE TO 1/4"

AMPLITUDE, MIN. PRIOR TO PLACEMENT OF

NEW CONCRETE HOUSEKEEPING PAD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

100% CONSTRUCTION DOCUMENTS 05/27/2025

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project: 23022.008

A u to d e s k D o c s /2

.0

V A

L o v e ll

S u rg ic a l H

V A

C S y s te m s R e p la c e m e n t/ .1

.1

S u rg

H V

A C

S tr u c t.

rv t /2

/2

:0 :3

P

M

S202

FOURTH LEVEL WORK PLAN -

ENLARGED - STRUCTURAL

SURGICAL HVAC SYSTEM

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-127

133, 133CA

05/28/2025 AK LKL

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1" = 10'-0"S202

1 B133 - FOURTH LEVEL WORK PLAN- ENLARGED - STRUCTURAL

SCALE: 1/4" = 1'-0"S202

2 WALL INFILL ELEVATION

N

SCALE: 1" = 1'-0"S202

3 HOUSEKEEPING PAD

Revisions: Date:

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

NORTH ARROW

LED WALL MOUNTED LIGHT FIXTURE

LED SURFACE MOUNTED LIGHT FIXTURE

LED SURFACE MOUNTED LIGHT FIXTURE

LED RECESSED LIGHT FIXTURE

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

PENDANT LIGHT

ACCESS PANEL

EXIT LIGHTING

S D

SPEAKER

SMOKE DETECTOR

LED RECESSED LIGHT FIXTURE

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND FOR MORE

INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ATCH ATTACHMENT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BEV BEVEL

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL OR CHANNEL CELSIUS

C CONC CAST CONCRETE

C TO C CENTER TO CENTER

CAB CABINET

CB CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CLEANOUT

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST CONCRETE STONE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE DIMENSION

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION OR REFRIGERATION

REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WCHR WATER CHILLER

WCL WL MTD WATER COOLER, WALL HUNG

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER

WHSE WAREHOUSE

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

YD YARD

YR YEAR

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

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

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

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

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

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

THE BID DUE DATE.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH

OWNER’S REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED

WITH UTILITY SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY,

ACCESS CONTROL, ETC.

ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

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

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

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

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS

AND THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

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

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

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

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

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

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

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

MISSING DIMENSIONS.

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

ORIENTATION AND CONTEXT ONLY.

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

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

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

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

GRID LINES UNLESS NOTED OTHERWISE.

CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

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

DETAIL, AREA, OR ITEM REFERENCED.

PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

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

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

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

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT

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

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE WEAR BY THE

CONSTRUCTION TEAM SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

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

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

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

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM OR DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOZ DOZEN

DN DOWN

DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

ETS EXPOSE TO STRUCTURE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD OR FLAT HEAD SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIP FILLER PANEL

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR FIBERGLASS

REINFORCED PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FWC FABRIC WALLCOVERING

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTIC

GI GALVANIZED IRON

GL GLASS

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER OR HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HS HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE OR LEFT HAND REVERSE

LATENT HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM OR MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM MINUTE OR MINUTE MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

X X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

NEW WALL

WALL TO BE

REMOVED

S3A.G

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND FINISH HEIGHTS

INDICATES QUALIFER

EXISTING WALL TO

REMAIN

TEMPORARY IC

BARRIER WALL

CONSTRUCTION

ROOM

ROOM TAG

NEW DOOR

EXISTING DOOR

DEMOLISHED DOOR

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR OR SOAP

DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

S SOUTH

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL STEEL

STL LNTL STEEL LINTEL

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TA TOILET ACCESSORY

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL OR TEMPERATURE

CONTROL PANEL OR TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TMPD TEMPERED

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD FINISH

TRTD TREATED

TS TENSILE STRENGTH OR TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UCD UNDERCUT DOOR

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNFIN UNFINISH

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE OR VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

REVISION TO PLAN CALLOUT

WALLS

101 DOOR TAG

KEY NOTE TAGS

WALL TAG : REFER TO WALL LEGEND FOR MORE INFORMATION

DOORS

PT-1

A

T

101 EQUIPMENT/FURNITURE TAG

FINISH INDICATION

FRAME / WINDOW

GLAZING1

1 PLAN NOTE

1 DEMOLITION NOTE

ALTERNATE/BID DEDUCT ITEM

KEY NOTE SYMBOLS

CONSTRUCTION GENERAL NOTESARCHITECTURAL SYMBOLS

REFLECTED CEILING PLAN SYMBOLS

ARCHITECTURAL ABBREVIATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

100% CONSTRUCTION DOCUMENTS 05/27/2025

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project: 23022.008

Au to de sk D oc s:

//2 .0

VA

L ov el l S ur gi ca l H

VA

C S ys te m s R ep la ce m en t/2 3.

.1 2_ A_ v2 2.

rv t

5/ /2 9:

:2

AM

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

SURGICAL HVAC SYSTEMS

REPLACEMENT

3001 GREEN BAY ROAD, NORTH CHICAGO, IL 60061

556-23-127

133 & 133CA

05/27/2025 TS TD

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

CORR

3D132

CART LIFT

3D131

MECHANICAL

3D134

NOTE:

PORTION OF EXISTING WALL AT NOTED LOCATION SHALL BE

REMOVED TO ACCOMMODATE MOVEMENT OF EQUIPMENT, AND

PORTION OF WALL SHALL BE REBUILT ONCE MOVEMENT IS

COMPLETED. INTENT IS THAT ALL MATERIALS SHALL BE REUSED

AS PRACTICABLE; HOWEVER, NEW MATERIALS SHALL BE

PROVIDED AS REQUIRED TO PROVIDE A COMPLETE AND

WEATHERTIGHT CONSTRUCTION. THESE SHALL INCLUDE BUT NOT

BE LIMITED TO: MORTAR, SEALANTS, FASTENERS, MASONRY TIES,

SHEATHING, INSULATION, AND WEATHER BARRIERS. SEE

STRUCTURAL AND MEP DRAWINGS FOR ADDITIONAL INFORMATION.

1.

2.

3.

REMOVE CONCRETE PAD AND LEVEL TO MATCH EXISTING. PREP FOR NEW

MECHANICAL EQUIPMENT.

NEW CONCRETE PAD. REFER TO MEP DRAWINGS FOR SIZING.

REMOVE EXISTING EXHAUST FANS, CURBS, AND ALL APPURTENANCES PER

MEP DRAWINGS. PROVIDE NEW ROOF CURBS AND EXHAUST FANS IN SAME

LOCATION. SEE MEP DRAWINGS.

#PLAN NOTES

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

CLASS I:

PERFORM WORK ACTIVITY IN A MANNER THAT DOES NOT CREATE DUST.

IMMEDIATELY REPLACE ANY CEILING TILE, CLOSE ACCESS PANELS, ETC.,

UPON COMPLETION OF WORK.

ANY MATERIALS AND EQUIPMENT BEING BROUGHT INTO THE FACILITY MUST

BE FREE OF CONTAMINANTS AND LOOSE MATERIAL.

CLASS III:

(NOTE: CLASS III MUST INCLUDE ALL CLASS I & II REQUIREMENTS LISTED

ABOVE AS WELL AS CLASS II & III THE REQUIREMENTS LISTED BELOW)

PROVIDE ACTIVE MEANS TO CONTROL AIRBORNE DUST FROM DISPERSING

INTO OCCUPIED AREAS AND/OR WATER MIST SURFACE TO CONTROL DUST.

(CLASS II REQUIREMENT)

ENSURE WORKER CLOTHING IS CLEAN AND FREE OF VISIBLE DUST BEFORE

LEAVING WORK AREA. (CLASS II REQUIREMENT)

REMOVE OR ISOLATE AIR DIFFUSERS, BOTH SUPPLY AND RETURN, TO

PROTECT HVAC SYSTEM FROM DUST AND REDUCE AIR TURBULENCE.

REBALANCE SYSTEM TO ADDRESS DIFFUSER ISOLATION. (CLASS II

REQUIREMENT)

WHEN THE WORK INVOLVES OR IMPACTS PORTABLE WATER SYSTEMS

INCLUDING STAGNATION DUE TO REDUCE USAGE, THE PIPING SHALL BE

FLUSHED TWICE A WEEK OR ISOLATED FROM THE MAIN SYSTEM. (CLASS II

REQUIREMENT)

SEAL DOORS TO PREVENT DUST MIGRATION. (CLASS II REQUIREMENT)

CONTAIN ALL TRASH AND DEBRIS IN THE WORK AREA. PERFORM DAILY

CLEANING AND DISPOSAL OF TRASH, WHICH MUST BE COVERED, FROM

WORK AREA USING AN IDENTIFIED EXIT ROUTE. (CLASS II REQUIREMENT)

ANY EQUIPMENT, TOOLS, OR MATERIALS REMOVED FROM THE WORK AREA

MUST BE IN SEALED CONTAINERS AND/OR CLEANED OF DUST AND DEBRIS

PRIOR TO REMOVAL FROM AREA. (CLASS II REQUIREMENT)

NONPOROUS/SMOOTH AND CLEANABLE CONTAINERS, WITH A HARD LID,

MUST BE USED TO TRANSPORT TRASH AND DEBRIS FROM CONSTRUCTION

AREAS. THESE CONTAINERS MUST BE DAMPED-WIPED CLEANED AND FREE

OF VISIBLE DUST/DEBRIS BEFORE LEAVING THE CONTAINED WORK AREA.

(CLASS II REQUIREMENT)

INSTALL STICKY, DUST COLLECTION, MAT AT ENTRANCE OF CONTAINED

WORK AREA BASED ON FACILITY POLICY. STICKY MATT MUST BE CHANGE

ROUTINELY AND WHEN VISIBLY SOILED. (CLASS II REQUIREMENT)

MAINTAIN CLEAN SURROUNDINGS WHEN AREA IS NOT CONTAINED BY DAMP

MOPPING OR HEPA VACUUMING SURFACES AT LEAST DAILY. (CLASS II

REQUIREMENT)

ENSURE AVAILABILITY OF EQUIPMENT FOR CLEANING HANDS.

CONSTRUCT AND COMPLETE CRITICAL BARRIERS MEETING NFPA 241

REQUIREMENTS. BARRIERS MUST EXTEND TO THE CEILING OR IF CEILING

TILES ARE REMOVED, TO THE DECK ABOVE.

ALL PLASTIC OR HARD BARRIER CONSTRUCTION ACTIVITIES MUST BE

COMPLETED IN A MANNER THAT PREVENTS DUST RELEASE. PLASTIC

BARRIERS MUST BE EFFECTIVELY AFFIXED TO FLOOR AND CEILING, OR

DECK ABOVE, AND SECURE FROM MOVEMENT OR DAMAGE.

SEAL ALL PENETRATIONS IN CONTAINMENT BARRIERS, INCLUDING FLOOR

AND CEILING, USING APPROVED MATERIAL. (UL BARRIER FIRESTOP IF

APPLICABLE)

MAINTAIN 0.01 INCHES/WATER GUAGE NEGATIVE PRESSURIZATION OF THE

ENTIRE WORKSPACE BY USE OF HEPA EXHAUST AIR SYSTEMS DIRECTLY

OUTDOORS, OR COMPLY WITH ALTERNATIVE METHODS. THESE CONTROL

METHODS MUST BE MAINTAINED CONTINOUSLY 24/7 FOR THE DURATION OF

THE PROJECT. HEPA FILTERED EXHAUST IF DIRECTLY DISCHARGED TO THE

OUTDOORS MUST BE AT A DISTANCE OF 25 OR GREATER FROM ENTRANCES,

AIR INTAKES OR OPERABLE WINDOWS. EXHAUSTING DISCHARGED AIR INTO

SHARED OR RECIRCULATING HVAC SYSTEMS OR OTHER SHARED EXHAUST

SYSTEMS, SUCH AS BATHROOMS, IS PROHIBITED.

INSTALL A DIFFERENTIAL PRESSURE SENSING DEVICE OR EXTERIOR OF

WORK CONTAINEMENT TO CONTINUALLY MONITOR AND DOCUMENT

NEGATIVE PRESSURIZATION. THE "BALL IN THE WALL" OR SIMILAR

APPARATUS ARE NOT ACCEPTABLE.

LEVEL OF PRECAUTIONS

BEYOND PROJECT BOUNDARY

IC / PHASING LEGEND

NOTE: THIS PRELIMINARY INFECTION CONTROL RISK ASSESSMENT (ICRA) WAS

COMPLETED DURING DESIGN IN ANTICIPATION OF WORK REQUIRED TO BE

COMPLETED BY THE CONTRACTOR DURING CONSTRUCTION. ACTUAL ICRA SHALL BE

COMPLETED BY THE VA ONCE CONSTRUCTION CONTRACT IS AWARDED. CONTRACTOR

SHALL COMPLY WITH ALL REQUIREMENTS AS DIRECTED BY THE VA INFECTION

CONTROL REPRESENTATIVE.

CONSTRUCTION ACTIVITY - INFECTION RISK: TYPE A (ROOF & OFFICE), TYPE B

(MECHANICAL ROOM) AND D (OPERATION ROOMS)

PATIENT RISK GROUP: LOW (ROOF, OFFICES & MECHANICAL ROOM) AND HIGHEST

(OPERATION ROOMS)

CLASS OF PRECAUTION MATRIX: I (ROOF & OFFICES), III (MECHANICAL ROOM) AND IV

(OPERATION ROOMS)

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

REFER TO MEP DRAWING FOR PHASING.

COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION. CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE

CEILING WORK REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN…