Newman Virtual Studio_Drawing_Set.pdf

PDF 18 MB Posted Aug 17, 2026

Attached to: Newman Library 4th Floor Virtual Studio Expansion
Solicitation number: IFB-126589
Issued by: Middlesex County, Virginia

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Written by GovTribe AI · Aug 19, 2026

This is a comprehensive drawing set for the Newman Library 4th Floor Virtual Studio Expansion project at Virginia Polytechnic Institute and State University in Blacksburg, Virginia. The project involves the expansion of virtual studio facilities on the 4th floor of the Carol M. Newman Library building, adding approximately 2,520 square feet of new space in the southeast area of the library. The new suite includes multiple specialized rooms: a virtual production stage (877 SF), control and monitor room (453 SF), motion capture spatial audio and room-scale VR space (500 SF), volumetric capture stage (199 SF), collaboration room (320 SF), IT room (36 SF), and circulation area (174 SF), along with four existing study spaces (106 SF each) totaling 3,250 SF of work area. The project is classified as an alteration to an existing building (Type I-A construction), with primary occupancy designated as B-Business. The design documents include architectural, structural, mechanical, electrical, and sprinkler drawings prepared by Hughes Associates Architects & Engineers, with structural consulting by Favor Engineering, PLLC, and mechanical/electrical engineering by Lawrence Perry & Associates. The project must comply with the 2021 Virginia Construction Code and the Virginia Tech Design and Construction Standards Manual (2023).

The project includes comprehensive specifications for HVAC systems, fire safety, demolition of existing elements, installation of new walls with sound attenuation, LED panel walls and ceiling installations, electrical systems, fire alarm systems, and sprinkler systems. Asbestos-containing materials (ACM) were identified in the general area and must not be disturbed except where specifically required, with abatement by a licensed contractor following approved procedures. No lead-containing paint was found. The contractor must comply with Virginia Tech's Safety Requirements for Contractors and Subcontractors Program and coordinate work with ongoing library operations, maintaining clear paths of egress and limiting dust and dirt migration. The general contractor is responsible for all cutting and patching, relocation of utilities, disposal of demolished materials to Montgomery Regional Solid Waste Authority Transfer Station, and providing temporary barricades and protections. All work must be inspected and certified, with existing systems including fire alarms and fire resistance ratings maintained throughout construction.

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R e n o v a t i o n s & R e m o d e l

VIRTUAL STUDIO EXPANSION

3800 Electric Rd Suite 300|ROANOKE, VIRGINIA 24016

540.342.4002 www.HughesAE.com

HUGHES

ASSOCIATES

ARCHITECTS & ENGINEERS

VIRGINIA POLYTECHNIC INSTITUTE

& STATE UNIVERSITY, BLACKSBURG, VA 24061

JESSE-ALLEN MORRIS

ASSISTANT PROJECT MANAGER OF

NON-CAPITAL CONSTRUCTION

VIRGINIA TECH

230 STERRETT DRIVE

BLACKSBURG, VIRGINIA 24061

540.230.6146 Jesseallenmorris@vt.edu

CLIENT/OWNER

PROJECT SCOPE/SUMMARY

SHEET INDEX

A1-1 A1-1.1

A1-1.1 A1-1

A1-1 A1-1.1

DRAWING SYMBOLS

ELEVATION

SECTION

CUT

INTERIOR

ELEVATION

SHEET WHERE ELEV. APPEARS

DETAIL NO.

SHEET WHERE ELEV. WAS TAKEN

NOTE

DOOR TAG

WINDOW TAG

A1-1.1 A1-1

ENLARGED

DETAIL OR

PLAN

REVISION NO.

PARTITION TYPE

NORTH ARROW

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS, PC

3800 ELECTRIC SUITE 300

ROANOKE, VA 24016

SHAWN EMMONS

540.342.4002 OFFICE

semmons@hughesae.com

ARCHITECT

4TH FLOOR - NEWMAN LIBRARY

VIRGINIA POLYTECHNIC INSTITUTE & STATE UNIVERSITY

560 DRILLFIELD DRIVE, BLACKSBURG, VA 24061

VIRGINIA POLYTECHNIC INSTITUTE & STATE UNIVERSITY (VPI) IS EXPANDING ITS

VIRTUAL STUDIO FACILITIES LOCATED ON THE 4TH FLOOR OF THE CAROL M NEWMAN

LIBRARY BUILDING. THE NEW, APPROXIMATE 2,520 SF SPACE IS A SUITE OF OFFICES

AND STUDIOS & IS LOCATED IN THE SOUTH EAST AREA OF THE LIBRARY FLOOR.

G100 COVER SHEET

G101 LIFE SAFETY PLAN & CODE DATA

ARCHITECTURAL DRAWINGS

SP101 SPECIFICATIONS

SP102 SPECIFICATIONS

SP103 SPECIFICATIONS

SP104 LEAD & ASBESTOS INSPECTION REPORT

AD101 DEMOLITION PLAN

A101 FLOOR PLAN

A102 DIMENSIONAL FLOOR PLAN

A201 REFLECTED CEILING PLAN

A301 INTERIOR ELEVATIONS & SECTIONS

A401 SCHEDULES & DETAILS

STRUCTURAL DRAWINGS

S1-1 STRUCTURAL GENERAL NOTES, EXISTING FIFTH

FLOOR FRAMING PLAN, SECTIONS AND DETAILS

MECHANICAL DRAWINGS

M-0 HVAC LEGENDS, NOTES, DETAILS & CONTROLS

M-1 HVAC PARTIAL FOURTH FLOOR PLAN - DEMOLITION

M-2 HVAC PARTIAL FOURTH FLOOR PLAN - NEW WORK

M-3 HVAC SPECIFICATIONS

M-4 HVAC SPECIFICATIONS

ELECTRICAL DRAWINGS

E-0 ELECTRICAL LEGENDS & ABBREVIATIONS

E-1 ELECTRICAL GENERAL NOTES

E-2 ELECTRICAL SPECIFICATIONS

E-3 ELECTRICAL DETAILS & SCHEDULES

ED-1 PARTIAL FOURTH FLOOR DEMOLITION PLAN - ELECTRICAL

E-4 PARTIAL FOURTH FLOOR NEW WORK PLAN - LIGHTING

E-5 PARTIAL FOURTH FLOOR NEW WORK PLAN - POWER

E-6 PARTIAL FOURTH FLOOR NEW WORK PLAN - LOW VOLTAGE

E-7 PARTIAL ELECTRICAL POWER RISER DIAGRAM

E-8 PANELBOARD SCHEDULES

SPRINKLER DRAWINGS

SP-1 SPRINKLER LEGEND, NOTES AND DETAILS

FAVOR ENGINEERING, PLLC -

STRUCTURAL CONSULTING

1948 FRANKLIN ROAD SW

ROANOKE, VA 24014

CRAIG FAVOR, PE

540.491.0780 craig.favor@fe-pllc.com

STRUCTURAL ENGINEER

LAWRENCE PERRY & ASSOCIATES

15 E. SALEM AVE SE, SUITE 101

ROANOKE, VA 24011

RODNEY FANNING, PE, CEM

PRINCIPAL, PRESIDENT

540.342.1816 RFanning@lpa-inc.com

MECHANICAL & ELECTRICAL ENGINEER

PLAN

TRUE N

PRIMARY AREA OF WORK

VTP-2223-2024

P4553051

VICINITY MAP

NOT TO SCALE

NEWMAN LIBRARY

1. ALL WORK SHALL COMPLY WITH THE VIRGINIA TECH DESIGN AND CONSTRUCTION STANDARDS MANUAL, DATED

JULY 2023.

2. THE CONTRACTOR SHALL COMPLY WITH VIRGINIA TECH'S SAFETY REQUIREMENTS FOR CONTRACTORS AND SUBCONTRACTORS PROGRAM, WHICH IS INCORPORATED BY REFERENCE. COPIES OF THIS PROGRAM CAN BE

OBTAINED FROM THE OWNER OR DOWNLOADED FROM WWW.EHSS.VT.EDU.

3. ASBESTOS DISCLOSURE STATEMENT

AN ASBESTOS INSPECTION WAS PERFORMED AND ACM WAS FOUND GENERALLY IN THE AREA(S) INDICATED. THE ASBESTOS INSPECTION REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS. ACM SHALL NOT BE DISTURBED IN THIS WORK EXCEPT WHERE SPECIFICALLY INDICATED AND REQUIRED. WHERE SUCH ACTIONS ARE REQUIRED, THE CONTRACTOR SHALL HAVE THE ACM REMOVED BY A LICENSED ASBESTOS CONTRACTOR USING APPROVED PROCEDURES AS SPECIFIED. THE WORK REQUIRED FOR ASBESTOS ABATEMENT IS PERMITTED WITHIN THE OVERALL BUILDING PERMIT ISSUED. THE ACM THAT IS TO REMAIN AND THE NEW NON-ASBESTOS CONTAINING MATERIAL SHALL BE LABELED ACCORDINGLY. THE ASBESTOS ABATEMENT CONTRACTOR SHALL MARK UP THE RECORD DRAWINGS RESULTING FROM ITS WORK TO INCLUDE AREAS WHERE ASBESTOS WAS ABATED AND AREAS WHERE ACM EXIST BUT WERE LEFT IN PLACE. THE GENERAL CONTRACTOR SHALL REVIEW AND CERTIFY THE LOCATIONS WHERE ACM WAS ABATED AND AREAS WHERE ACM WAS LEFT IN PLACE AS MARKED ON THE RECORD

DRAWINGS AND WILL PROVIDE THE DRAWINGS TO THE A/E.

(2023 DCSM, 1.7.4.2.2)

4. LEAD MATERIALS DISCLOSURE STATEMENT

A LEAD-CONTAINING PAINT INSPECTION WAS PERFORMED AND NO LEAD-CONTAINING PAINT WAS FOUND.

(2023 DCSM, 1.7.4.3.2)

4TH FLR NEWMAN LIBRARY KEY PLAN

NOT TO SCALE

GENERAL PROJECT NOTES

COVER SHEET

G100

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

N S

R O

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H U

G H

N G

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MTH

ASE

APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

JULY 2, 20261

LIFE SAFETY PLAN

SCALE 3/16" = 1'-0"1

G101

CODE COMPLIANCE

GENERAL BUILDING INFORMATION

BUILDING NUMBER: 0177

ADDRESS: 560 DRILLFIELD DR BLACKSBURG, VA 24061

BUILDING IS LOCATED IN HISTORIC DISTRICT NO YES

BUILDING IS LOCATED IN A FLOOD PLAIN (SEE CIVIL) NO YES

BUILDING WAS BUILT PRIOR TO 1985 NO YES

ASBESTOS REPORT SUBMITTED) NO YES

BUILDING IS CURRENTLY ACCESSIBLE PER CHAPTER 11 NO YES

ADDITIONAL DRAWINGS TO BE SUBMITTED AT A LATER DATE: FIRE SPRINKLERS FIRE ALARMS

APPLICABLE BUILDING CODES:

2021 VIRGINIA CONSTRUCTION CODE (USBC PART 1, IBC)

2021 VIRGINIA RESIDENTIAL CODE

2021 VIRGINIA EXISTING BUILDING CODE (USBC PART 2)

2021 VIRGINIA ENERGY CONSERVATION CODE

2017 ICC A117.1 ACCESSIBLE AND USABLE BLDGS. & FACILITIES

2023 DCSM - VIRGINIA TECH DESIGN & CONSTRUCTION STANDARDS MANUAL

TYPE OF WORK

NEW BUILDING

EXISTING BUILDING ALTERATION LEVEL 1 LEVEL 2

OCCUPANCY INFORMATION

PRIMARY OCCUPANCY: B-BUSINESS ACCESSORY USES: N/A

INCIDENTAL USES: N/A

PERCENTAGE OF OVERALL AREA: N/A

SPECIAL OCCUPANCIES: N/A

BUILDING DATA

CONSTRUCTION TYPE:

I-A I-B II-A II-B III-A III-B IV HT V-A V-B

MIXED CONSTRUCTION NO YES

SPRINKLERS NO YES NFPA 13 NFPA 13R

BUILDING HEIGHT: 6 STORIES

1978 TOTAL BUILDING ADDITION AREA: 115,035

AREA OF WORK: 3,250 SF OF THE 4TH FLOOR

6 OCC

VIRTUAL

PRODUCTION STAGE

877 SF(/150 NSF)

4 OCC

CONTROL &

MONITOR ROOM

453 SF(/150 NSF)

1 OCC

IT ROOM

36 SF(/300 NSF)

3 OCC

COLLABORATION

ROOM

320 SF(/150 NSF)

4 OCC

MOTION CAPTURE

SPATIAL AUDIO &

ROOM-SCALE VR

500 SF(/150 NSF)

2 OCC

VOLUMETRIC

CAPTURE STAGE

199 SF(/150 NSF)

2 OCC

CIRC

174 SF(/150 NSF)

1 OCC

EXST

STUDY 01

106 SF(/150 NSF)

1 OCC

EXST

STUDY 02

106 SF(/150 NSF)

1 OCC

EXST

STUDY 03

106 SF(/150 NSF)

1 OCC

EXST

STUDY 04

106 SF(/150 NSF)

EXIT

" 16

EXIT

CAP.

CLR32"

160111' 13

7'-0"DIRECTIONAL

EXIT SIGN

9'-0"

WALL-MOUNTED

FIRE EXTINGUISHER

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

N S

R O

, V

w w w .H ug he sA E.

co m

H U

G H

N G

, B

, V

4T H

O N

L M

. N

MTH

ASE

APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

LIFE SAFETY

PLAN &

CODE DATA

G101

JULY 2, 20261

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

N S

R O

, V

w w w .H ug he sA E.

co m

H U

G H

N G

, B

, V

4T H

O N

L M

. N

MTH

ASE

APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

SPECIFICATIONS

SP101

CHECKED BY:

COMMISSION No.

SHEET

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

N S

R O

, V

w w w .H ug he sA E.

co m

H U

G H

N G

, B

, V

4T H

O N

L M

. N

MTH

ASE

APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

SPECIFICATIONS

SP102

CHECKED BY:

COMMISSION No.

SHEET

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

N S

R O

, V

w w w .H ug he sA E.

co m

H U

G H

N G

, B

, V

4T H

O N

L M

. N

MTH

ASE

APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

SPECIFICATIONS

SP103

CHECKED BY:

COMMISSION No.

SHEET

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

N S

R O

, V

w w w .H ug he sA E.

co m

H U

G H

N G

, B

, V

4T H

O N

L M

. N

MTH

ASE

APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

LEAD &

ASBESTOS

INSPECTION

REPORT

SP104

# KEY DEMOLITION NOTES

1 REMOVE LIGHT FIXTURES.

2 REMOVE & SALVAGE ACT CEILING TILES. TURN OVER TO OWNER, TYP.

LEGEND

GENERAL AREA/FOOTPRINT OF

VIRTUAL STUDIO EXPANSION

DEMOLITION.

CONTRACTOR TO VERIFY WITH

OWNER EXTENTS OF DEMOLITION.

CONTRACTOR

REQUIRED TO PROVIDE SMOOTH

FINISH TRANSITIONS BETWEEN

NEW & EXISTING FINISH &

STRUCTURAL CONDITIONS.

DEMOLITION FLOOR & CEILING PLAN

SCALE 3/16" = 1'-0"1

AD101

GENERAL DEMOLITION NOTES

1. EXISTING DIMENSIONS, AREAS & SIZES/LOCATION OF EXISTING EQUIPMENT ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS PRIOR TO SUBMITTING A BID. IF CONDITIONS IN FIELD DIFFER

SIGNIFICANTLY FROM THOSE SHOWN, NOTIFY OWNER/ARCHITECT FOR CLARIFICATION.

2. CONTRACTOR SHALL VERIFY THE AVAILABILITY OF EXISTING FACILITIES AND UTILITIES AT THE PROJECT SITE

PRIOR TO SUBMITTING A BID.

3. CONTRACTOR SHALL NOTIFY ALL UTILITIES, INCLUDING BUT NOT LIMITED TO WATER/SEWER, ELECTRIC, GAS, TELEPHONE, HAVING SERVICE CONNECTIONS TO THE EXISTING BUILDING PRIOR TO DEMOLITION TO ENSURE THAT ANY EQUIPMENT HAS BEEN PROPERLY REMOVED, UNPLUGGED, CAPPED/PLUGGED, OR SEALED AS REQUIRED FOR DEMOLITION AND/OR NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL, CAPPING/PLUGGING, AND SEALING OF SERVICES REMAINING IN WORK AREAS AS REQUIRED FOR

DEMOLITION AND/OR NEW WORK.

4. REMOVE EXISTING ITEMS/ MATERIALS TO SUBSTRATE AS INDICATED AND REQUIRED FOR NEW WORK.

5. REMOVE DEMOLISHED MATERIALS FROM SITE DAILY AFTER ALLOWING OWNER FIRST RIGHT OF REFUSAL FOR

ANY SALVAGEABLE MATERIALS.

6. COORDINATE DEMOLITION AND ITEMS TO BE REMOVED WITH NEW WORK AND ITEMS TO BE REPLACED OR

RELOCATED.

7. EXISTING ITEMS TO BE RELOCATED/REINSTALLED SHALL BE REMOVED, STORED, AND PROTECTED DURING

DEMOLITION ACTIVITIES AS REQUIRED FOR REINSTALLATION. ITEMS DAMAGED BY CONTRACTOR SHALL BE

REPLACED AT CONTRACTOR'S EXPENSE.

8. EXISTING ITEMS AND ADJACENT CONSTRUCTION TO REMAIN SHALL BE PROTECTED DURING DEMOLITION ACTIVITIES. ITEMS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

9. PATCH AND REPAIR ANY DAMAGED EXISTING SURFACES TO REMAIN AS REQUIRED TO MATCH NEW WORK.

WHERE EXISTING WALLS ARE REMOVED, PATCH REMAINING WALLS TO MATCH EXISTING FINISH, FLUSH WITH

EXISTING, & PAINT.

ACOUSTICAL CEILING TILES TO BE SALVAGED.

COORDINATE W/ OWNER.

ALUMINUM T-GRID SYSTEM TO BE SALVAGED & REUSED

IN NEW ASSEMBLY TO THE EXTENT POSSIBLE. IF UNUSABLE,

COORDINATE POSSIBLE SALVAGE WITH OWNER OR DEMOLISH

& DISCARD.

LIGHT FIXTURE TO BE SALVAGED. COORDINATE

W/ OWNER.

CEILING TILES, ALUMINUM T-GRID SYSTEM

& LIGHT FIXTURES TO REMAIN.

10. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OF STRUCTURAL MEMBERS AND EXISTING/TEMPORARY STRUCTURES, AND PROVIDE ADDITIONAL SHORING DURING DEMOLITION OF EXISTING WALLS, AS REQUIRED

FOR THE DURATION OF THE PROJECT.

11. NO EXISTING STRUCTURAL MEMBERS ARE TO BE CUT, PENETRATED, OR OTHERWISE ALTERED WITHOUT PRIOR

WRITTEN APPROVAL OF ARCHITECT/ENGINEER.

12. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION AND STORAGE OF NON-FIXED EQUIPMENT AND

FURNISHINGS PRIOR TO THE START OF WORK.

13. THE BUILDING WILL BE IN USE FOR THE DURATION OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK WITH OWNER'S ACTIVITIES AND OTHER TRADES INVOLVED WITH WORK AT THE

PROJECT SITE.

14. CONTRACTOR TO TAKE NECESSARY MEASURES TO LIMIT DUST & DIRT MIGRATION TO AREAS OUTSIDE WORK LOCATION. CONTRACTOR SHALL REPAIR ANY DAMAGE DUE TO EXISTING SURFACES DUE TO SUCH MEASURES

WITH FINISHES TO MATCH EXISTING.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN CLEAR PATHS OF EGRESS FOR THE DURATION OF THE WORK.

16. ANY REQUIRED MECHANICAL, ELECTRICAL, AND PLUMBING DEMOLITION TO BE PERFORMED IN, OR AFFECTING

THE USE OF, ADJACENT SPACES IN THE BUILDING SHALL BE COORDINATED WITH THE OWNER PRIOR TO THE

START OF WORK.

17. MAINTAIN WORKING CONDITION OF ANY EXISTING FIRE ALARM SYSTEMS AND COMPONENTS FOR THE

DURATION OF THE WORK.

18. EXISTING ELECTRICAL & FIRE ALARM SYSTEM DEVICES AFFECTED BY ALTERATIONS/ NEW WORK SHALL BE

RELOCATED AND ADJUSTED AS NECESSARY.

19. MAINTAIN ANY EXISTING FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS AND FIRE SEPARATION ASSEMBLY RATINGS INDICATED BETWEEN NEW WORK AND EXISTING AREAS AND OCCUPANCIES FOR THE

DURATION OF THE PROJECT.

20. DISPOSAL OF MATERIALS: CONTRACTOR SHALL DELIVER ALL SOLID WASTE COLLECTED ON PROJECT SITE TO

MONTGOMERY REGIONAL SOLID WASTE AUTHORITY TRANSFER STATION.

21. NOT ALL ELEMENTS REQUIRING DEMOLITION MAY BE SHOWN IN THE DEMOLITION PLAN. MAKE ARCHITECT

AWARE OF ANY SUCH CONDITIONS.

22. VERIFY ALL DEMOLITION AND SALVAGE WITH OWNER.

23. PROVIDE TEMPORARY BARRICADES & PROTECTIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO

ADJACENT FUNCTIONS WHICH ARE TO REMAIN. COORDINATE WITH OWNER.

TYPICAL

2 TYPICAL

DEMOLITION FLOOR PLAN NOT

TO SCALE

3 TYPICAL

5 REMOVE PORTION OF RATED MASONRY STAIR WALL FOR SPRINKLER

PIPING INSTALLATION. KEEP DIAMETER OF PENETRATION CLOSE TO THE

PIPE DIAMETER TO MINIMIZE ANNULAR SPACE DIMENSION FOR PROPER

TESTED FIRESTOPPING SYSTEM INSTALLATION.

REMOVE & SALVAGE ACT CEILING GRID. TURN OVER TO OWNER, TYP.

REMOVE CARPET THIS AREA COMPLETE. PREP SUBSTRATE TO RECEIVE

NEW CARPET INSTALLATION.

SEE ASBESTOS DISCLOSURE STATEMENT ON SHEET G100.

SEE ASBESTOS INSPECTION REPORT ON SHEET SP104.

REMOVE & REINSTALL EXST ACT CEILING TILE, CEILING GRID, & LIGHT

FIXTURES TO THE EXTENT NECESSARY TO INSTALL NEW SPRINKLER

PIPING.

7 DISASSEMBLE A PORTION OF THE EXISTING CUBICLE WALLS TO THE

EXTENT NECESSARY TO INSTALL NEW ADJACENT WALL FRAMING, GWB,

& PAINT. REASSEMBLE CUBICLE WALLS IN THE SAME LOCATION.

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

N S

R O

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w w w .H ug he sA E.

co m

H U

G H

N G

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MTH

ASE

APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

DEMOLITION

PLAN

AD101

JULY 2, 20261

GENERAL NOTES TO SHEET

1. REFER TO SHEET AD101 DEMOLITION PLAN WHEN REVIEWING THIS PLAN.

KEY NOTES TO SHEET

EXISTING STUDY CUBE TO REMAIN.

2. FURNITURE SHOWN FOR GRAPHIC/SPACE PLANNING PURPOSES ONLY.

FURNITURE NOT IN CONTRACT.

3. CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS PER NFPA 10. SEE LIFE SAFETY PLAN G101.

4. REFER TO FINISH SCHEDULE FOR FINISH INFORMATION.

LEGEND

EXISTING DOOR TO REMAIN

NEW DOOR

NEW WALL WITH SOUND

ATTENUATION

EXISTING WALL

RE: DOOR SCHEDULEFLOOR PLAN - VIRTUAL STUDIO SUITE

SCALE 3/16" = 1'-0"1

A101

A301

LED PANEL WALL - EXTENDS FROM FLOOR TO CEILING, NIC -

GC SHALL PROVIDE & COORDINATE POWER.

5. REFER TO DIMENSIONAL FLOOR PLAN A102 FOR NEW LAYOUT DIMENSIONS.

LIGHT GAGE ALUMINUM TRUSS ABOVE - ANCHOR TO STRUCTURE ABOVE,

INSTALL AT 8'-3" AFF TO BOTTOM OF TRUSS. SEE STRUCT. PROVIDE

ASSOCIATED POWER AT 7'-9" AFF TO CENTER OF DEVICES - SEE ELEC.

SEE SHEET A102 FOR DIMENSIONS.

4070D

VIRTUAL

PRODUCTION STAGE

4070A

COLLABORATION

ROOM

4070B

MOTION CAPTURE

SPATIAL AUDIO &

ROOM-SCALE VR

CONTROL &

MONITOR ROOM

4070F

IT ROOM

4070K

EXST

STUDY 01

4070J

EXST

STUDY 02

4070H

EXST

STUDY 03

4070G

EXST

STUDY 04

4070L

CIRC

1 1

4070C

VOLUMETRIC

CAPTURE STAGE

WALL-MOUNTED TV LOCATION - NIC. PROVIDE POWER & DATA AT 60"

AFF - SEE ELEC.

11111

WALL-MOUNTED CARD READER - OWNER-FURNISHED, CONTRACTOR INSTALLED.

MOUNT AT 36" AFF TO CENTER OF DEVICE. MOUNTED HORIZONTALLY 1'-0" FROM

INSIDE FACE OF DOOR FRAME TO CENTER OF DEVICE. PROVIDE

INFRASTRUCTURE IN WALL FOR LOW VOLTAGE WIRING.

LED PANELS AT CEILING TO COORD W/ TOP OF LED PANEL WALL, NIC -

GC SHALL PROVIDE & COORDINATE POWER & COORDINATE STRUCTURAL

SUPPORT. NO MECH OR ELEC DEVICES IN ACT ABOVE LED PANELS.

4 4

4 4 4 4

4 4

2 23

WALL-MOUNTED LIGHT GAGE ALUMINUM TRUSS,

GLOBAL TRUSS, F23 TRIANGULAR TRUSS, TR96105

WALL-MOUNTED LIGHT GAGE ALUMINUM TRUSS,

GLOBAL TRUSS, F32 IBEAM TRUSS, IB4052

7 8

SURFACE-MOUNTED ELECTRICAL PANEL - SEE ELEC.

36" DEEP x 30" WIDE PANEL CLEARANCE.

FLOOR-MOUNTED TRANSFORMER - SEE ELEC.

48" CLEARANCE IN FRONT OF TRANSFORMER.

FLOOR-STANDING SERVER RACK - NIC.

REASSEMBLE CUBICLE WALLS REMOVED TO FACILITATE NEW

ADJACENT WALL FRAMING, GWB, & PAINT INSTALLATION.

WALL-MOUNTED FIRE EXTINGUISHER.

10 11

A401.4 A101

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

N S

R O

, V

w w w .H ug he sA E.

co m

H U

G H

N G

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4T H

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L M

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MTH

ASE

APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

FLOOR PLAN

A101

JULY 2, 2026

GENERAL NOTES TO SHEET

1. REFER TO DEMOLITION PLAN WHEN REVIEWING THIS PLAN.

LEGEND

EXISTING DOOR TO REMAIN

NEW DOOR

NEW WALL

EXISTING WALL

DIMENSIONAL FLOOR PLAN

SCALE 3/16" = 1'-0"1

A102

2. DIMENSIONS GIVEN ARE FROM FIELD OBSERVATIONS & REQUIRE CONTRACTOR

VERIFICATION.

3. DIMENSIONS GIVEN MAY VARY SLIGHTLY WITH EXISTING CONDITIONS & ARE SUBJECT

TO ALIGNING NEW AND EXISTING ARCHITECTURAL ELEMENTS PER ALIGNMENT NOTES.

KEY NOTES TO SHEET

ALIGN FACE OF WALL W/ FACE OF ADJACENT STOREFRONT STUDY

CUBICLE PARTITION

ALIGN FACE OF STUD WITH FACE OF EXISTING COLUMNS & PILASTERS.

EXTEND GYPSUM BOARD SHEATHING TIGHT TO FACE OF CHAMFERED

CORNER OF COLUMN. INSTALL SEALANT AT DISSIMILAR MATERIAL JOINT.

'-5

3 4"

2'-4"11'-51 4"

'-5

1 4"

20'-81 8" 24'-2"

8'-0"±

22'-43 8"±

18'-81 8"±

EQEQ

-1 03 8"

'-2

5 8"

2 2

5'-0"6'-2"5'-05 8"±

2' -0

-2

'-9

3 4"

1' -4

3' -1

8'-01 2"28'-93

4"±6'-03 8"

9' -1

01 8" 1'

-1 15 8"

4' -1

1 2"

23'-71 2"±

5'-107 8"43'-31

2" 16'-71 2" 24'-2"

2' -0

-8 7 8"

4' -6

-2

2' -4

7 8"

1'-6"

40'-8"± EQEQ

3'-17 8"

2' -6

-4 7 8"

5' -1

01 2"

'-1 1 4"

1'-0"

TYP

1' -0

6'-0"

3' -0

4070D

VIRTUAL

PRODUCTION STAGE

4070A

COLLABORATION

ROOM

4070B

MOTION CAPTURE

SPATIAL AUDIO &

ROOM-SCALE VR

CONTROL &

MONITOR ROOM

4070F

IT ROOM

4070K

EXST

STUDY 01

4070J

EXST

STUDY 02

4070H

EXST

STUDY 03

4070G

EXST

STUDY 04

4070L

CIRC

4070C

VOLUMETRIC

CAPTURE STAGE

2'-9"

LED PANEL WALL - EXTENDS FROM FLOOR TO CEILING, NIC -

GC SHALL PROVIDE & COORDINATE POWER.

LIGHT GAGE ALUMINUM TRUSS ABOVE - ANCHOR TO STRUCTURE ABOVE,

INSTALL AT 8'-3" AFF TO BOTTOM OF TRUSS. SEE STRUCT. PROVIDE

ASSOCIATED POWER AT 7'-9" AFF TO CENTER OF DEVICES - SEE ELEC.

SEE SHEET A102 FOR DIMENSIONS.

LED PANELS AT CEILING TO COORD W/ TOP OF LED PANEL WALL, NIC -

GC SHALL PROVIDE & COORDINATE POWER & COORDINATE STRUCTURAL

SUPPORT. NO MECH OR ELEC DEVICES IN ACT ABOVE LED PANELS.

3 3

5 5 5

5 5

5 5 55

8'-7 9 16" 10'-7 9

16"

4' -1

-9 3 4"

A401.4 A102

2' -8

5' -2

DRAWN BY:

DATE:

CHECKED BY:

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SHEET

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

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APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

DIMENSIONAL

FLOOR PLAN

A102

JULY 2, 20261

REFLECTED CEILING PLAN

SCALE 3/16" = 1'-0"1

A201

GENERAL NOTES TO SHEET

1. COORDINATE REFLECTED CEILING PLAN WITH DEMOLITION PLAN

# KEY NOTES TO SHEET

1 LIGHT GAGE ALUMINUM TRUSS ABOVE - ANCHOR TO STRUCTURE ABOVE,

INSTALL AT 8'-3" AFF TO BOTTOM OF TRUSS.SEE STRUCT. PROVIDE

ASSOCIATED POWER AT 7'-9" AFF TO CENTER OF DEVICES - SEE ELEC.

SEE SHEET A102 FOR DIMENSIONS.

2. ALL CEILINGS ARE FINISHED AS 2'-4' ACT (ACOUSTICAL CEILING TILE) WITH FACILITY

STANDARD T GRID SYSTEM, UNO.

3. REFER TO AND COORDINATE THIS SHEET WITH ELECTRICAL DRAWING.

4. REFER TO FINISH SCHEDULE FOR FINISHES INFORMATION.

LEGEND

5. ALL DIMENSIONS GIVEN ARE BASED ON FIELD OBSERVATIONS.

CONTRACTOR TO FIELD VERIFY & NOTIFY ARCHITECT OF ANY DISCREPANCIES.

NEW 2X4 LIGHT FIXTURE, ACT & METAL

GRID SYSTEM

2 CENTER FIXTURE(S) AND/OR FIXTURE PATTERN ON ROOM.

EXISTING LIGHT FIXTURE & CEILING GRID

T SYSTEM TO REMAIN. ***NOTE: NOT ALL

EXISTING LIGHT FIXTURES SHOWN. SOME

MODIFICATIONS REQUIRED TO WORK

WITH ADDITION OF VIRTUAL STUDIO

SUITE. CONTACT ARCHITECT FOR

CLARITY & CONFLICTS.

EXISTING WALL

0'-0"+/-

CEILING HEIGHT TAG

10'-0"+/-

10'-6"

10'-0"+/-

EXIST

10'-0"+/-

EXIST

10'-0"+/-

EXIST

10'-0"+/-

EXIST

10'-0"+/-

EXIST

3 EXIT SIGN - SEE ELEC.

NEW WALL 4 PAINTED GWB BULKHEAD - BOTTOM OF BULKHEAD AT TOP OF CUBICLE WALL.

5 CEILING CONDITIONS NOT SHOWN THIS ROOM OR SPACE.

5 5

6 LED PANEL WALL - EXTENDS FROM FLOOR TO CEILING, NIC -

GC SHALL PROVIDE & COORDINATE POWER.

7 LED PANELS AT CEILING TO COORD W/ TOP OF LED PANEL WALL, NIC -

GC SHALL PROVIDE & COORDINATE POWER & COORDINATE

STRUCTURAL SUPPORT. NO MECH OR ELEC DEVICES IN ACT ABOVE

LED PANELS.

8 COORDINATE LIGHT FIXTURES, MECHANICAL DIFFUSERS, & DUCTWORK

WITH LED PANEL SUPPORTS.

8 8

'-0

28'-0"

4' -0

-8 7 8"

7'-53 8" 7'-53

4070D

VIRTUAL

PRODUCTION STAGE

4070A

COLLABORATION

ROOM

4070B

MOTION CAPTURE

SPATIAL AUDIO &

ROOM-SCALE VR

CONTROL &

MONITOR ROOM

4070F

IT ROOM

4070K

EXST

STUDY 01

4070J

EXST

STUDY 02

4070H

EXST

STUDY 03

4070G

EXST

STUDY 04

4070L

CIRC

4070C

VOLUMETRIC

CAPTURE STAGE

9 SHADED REGION INDICATES CENTER PORTION OF ROOM ACT CEILING TO BE

INSTALLED AS A SEPARATE INSTALLATION FROM REMAINDER OF ACT

CEILING AROUND ROOM PERIMETER. THIS ACT CEILING IS REMOVABLE TO

PROVIDE OPENING FOR FUTURE INSTALLATION OF CEILING LED PANELS.

10 PAINT ALL ABOVE-CEILING ELEMENTS BLACK, INCLUDING BOTTOM OF

STRUCTURE ABOVEM TO MINIMIZE VISIBILITY - ENTIRE ROOM VP-01.

11 REINSTALL EXST SALVAGED ACT CEILING TILE, CEILING GRID, & LIGHT

FIXTURES REMOVED TO FACILITATE NEW SPRINKLER PIPING INSTALLATION.

DRAWN BY:

DATE:

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ASE

APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

REFLECTED

CEILING PLAN

A201

INTERIOR ELEVATION

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

A301

4TH FLOOR

5TH FLOOR

ACT CEILING

10'-0"

INTERIOR ELEVATION

SCALE 1/4" = 1'-0"2

A301

4TH FLOOR

5TH FLOOR

ACT PLANE

@ 10'=0" AFF

1 1/2" = 1'-0"

WALL/PARTITION DETAILSA301

3" SOUND ATTENUATION

BATTS

SPECIFIED

ACOUSTICAL

CLNG TILE &

ALUM GRID

FRAME SYSTEM

METAL STUDS - ACOUSTICAL

BACKER ROD &

ACOUSTICAL SEALANT

STRUCTURE ABOVE

FLOOR & BASE AS

SCHEDULED

DESCRIPTION: 3 5/8" METAL STUD W/ 5/8" GWB BOTH

FACES W/ 3" THICK SOUND ATTENUATION BATTS.

ACOUSTICAL SEALANT APPLIED UNDER THE EDGE OF GWB

ON BOTH SIDES. 3" SOUND ATTENUATION BATTS

EXTENDING 4'-0" OVER ACT CEILING ON EACH SIDE OF

PARTITION.

TYP WALL/PARTITION HEAD CONDITION

TYP WALL/PARTITION BASE CONDITION

3" SOUND

ATTENUATION BATTS -

EXTEND 4'-0" ON BOTH

SIDES OF WALL

SPECIFIED

ACOUSTICAL

CLNG TILE &

ALUM GRID

FRAME SYSTEM

1'-0"4'-0"

4'-0"

TOP OF WALL BRACING -

SEE DETAIL 3S1-1.

4070D

VIRTUAL

PRODUCTION STAGE

4070A

COLLABORATION

ROOM

CONTROL &

MONITOR ROOM

4070F

IT ROOM

EXST COLUMN

EXST STRUCTURE

EXST COLUMN EXST COLUMN EXST COLUMN

EXST STRUCTURE

28'-93

4"± LED PANEL WALL INSTALLATION - NIC

'-3

5 8"

'-6

'-0

'-6

" C

G H

H T

'-0

" T

G H

'-6

SEE 3A301 FOR TYP

BASE OF WALL DETAIL

EXST STUDY CUBEEXST CIRC EXST CIRC

TYP

EXST COLUMN

EXST CIRC

CONTROL &

MONITOR ROOM

4070C

VOLUMETRIC

CAPTURE STAGE

'-0

" T

G H

WORK AREA

3' -0

1'-0"

CARD READER -

OFCI

CARD READER - OFCI

8' -3

LED PANELS AT CEILING - NIC

UNISTRUT SUPPORT - SEE STRUCT -

COORD SUPPORT INSTALLATION W/

LED CEILING INSTALLATION

LIGHT GAGE ALUMINUM TRUSS,

GLOBAL TRUSS, F34 SQUARE TRUSS -

ANCHOR TO STRUCTURE ABOVE - SEE STRUCT.

WALL-MOUNTED

LIGHT GAGE ALUMINUM TRUSS,

GLOBAL TRUSS, F32 IBEAM TRUSS

IB4052

WALL-MOUNTED

LIGHT GAGE ALUMINUM TRUSS,

GLOBAL TRUSS, F23 TRIANGULAR TRUSS

TR96105

7'-53 8" 28'-0"

PERMANENT ACT

7'-53

PERMANENT ACTACT FOR FUTURE REMOVAL

6'-03 8"

TOP OF WALL BRACING, TYP -

SEE DETAIL 3S1-1.

EXST

COLUMN

TOP OF WALL BRACING, TYP -

SEE DETAIL 3S1-1.

TOP OF WALL BRACING, TYP -

SEE DETAIL 3S1-1.

TOP OF WALL BRACING, TYP -

SEE DETAIL 3S1-1.TOP OF WALL BRACING, TYP -

SEE DETAIL 3S1-1.

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

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APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

ELEVATIONS &

SECTIONS

A301

G W

NO. FLOOR BASE WALLS CEILING CLG.

HT. NOTESROOM NAME

ROOM FINISH SCHEDULE

VIRTUAL PRODUCTION STAGE4070D

4070C 4070B 4070A

10'-6"

10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

ROOM FINISH LEGEND

CARPETING:

RUBBER BASE:

PAINT (GWB WALLS):

ACT/TGRID:

SEE CARPET SPECIFICATION 09 6813.

MATCH ADJACENT EXISTING.

2x4 ACOUSTICAL CEILING TILE

ROOM FINISH NOTES

& GRID SYSTEM.

1. ALL FINISHES SHALL BE IN COMPLIANCE WITH

FINISH SPECIFICATIONS REQUIREMENTS PER

THE VIRGINIA TECH 2023 DESIGN AND

CONSTRUCTION STANDARDS MANUAL AKA THE

'ORANGE MANUAL' & THE VIRGINIA TECH

CONSTRUCTION AND PROFESSIONAL SERVICES

MANUAL (2020) OR THE 'MAROON MANUAL'.

4070L 4070F 4070G 4070H 4070J 4070K

VOLUMETRIC CAPTURE STAGE

MOTION CAPTURE SPATIAL AUDIO & ROOM SCALE VR

COLLABORATION ROOM

CONTROL & MONITOR ROOM

CIRC

IT ROOM

EXST STUDY 04

10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

EXST STUDY 03

EXST STUDY 02

EXST STUDY 01

PARTITION TYPES

1 3 5/8" METAL STUD WALL W/

5/8" GWB EACH SIDE

8" UNDERSIDE OF

STRUCTURE

CEILING AS SCHEDULED

FLOOR & BASE

AS SCHEDULED

5/8" GWB / CEMENT BD

EACH SIDE OF 20 GA.

3 5/8" METAL STUDS

@ 16" O.C.

NOTES:

1' -0

3" SOUND ATTENUATION

BATT INSULATION (SAFB)

1. NON-STRUCTURAL / NON-LOADBEARING FRAMING

SHALL BE 20 GAGE.

2. FOR FRAMING, FASTENER, & CONNECTION

INFORMATION SEE SPECIFICATION SECTION 09 2116.

3. FOR PARTITIONS W/ SAFB INSULATION, INSTALL

ACRYLIC EMULSION LATEX SEALANT PER

SPECIFICATION SECTION 07 9200.

TOP OF WALL BRACING -

SEE DETAIL 3S1-1.

DOOR SCHEDULE

MARK

DOOR FRAME

FIRE

RATING T'HOLD HDW REMARKS

SIZE

MATERIAL TYPE FINISH GLASS

ACCESS

CONTROL TYPE MATERIAL

DETAIL

WIDTH HEIGHT THICK J. H.

101 3'-0" 7'-0" 1-3/4" SCW F STAIN - Y F-1 HM 1 2 - - 1

102 3'-0" 7'-0" 1-3/4" SCW F STAIN - Y F-1 HM 1 2 - - 1 NOTE 1.

103 3'-0" 7'-0" 1-3/4" SCW F STAIN - Y F-1 HM 1 2 - - 1

104 3'-0" 7'-0" 1-3/4" SCW F STAIN - Y F-1 HM 1 2 - - 2

105 3'-0" 7'-0" 1-3/4" SCW FG STAIN G-1 Y F-1 HM 1 2 - - 3

106 3'-0" 7'-0" 1-3/4" SCW FG STAIN G-1 Y F-1 HM 1 2 - - 3 NOTE 1.

107 3'-0" 7'-0" 1-3/4" SCW L STAIN - - F-1 HM 1 2 - - 4

NOTES:

NOTE 1: PROVIDE 180° DOOR SWING.

DOOR FRAME TYPES

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

F-1 HM FRAME

2" W

SEE

SCHED

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

FLUSH

SEE SCHED

FULL GLASS

SEE SCHED

G-1

DOOR TYPES

LOUVER

SEE SCHED

1' -0

" METAL

LOUVER

2'-0" 1' -4

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

INTERIOR WINDOWS

3' -0

-2

6'-0"

7' -2

G-1

NOTE 1: HM FRAME,

FULLY-TEMPERED SAFETY GLASS.

3' -0

-2

4'-0"

7' -2

G-1

3' -0

-2

2'-6"

7' -2

G-1

A401.3

A401.1

A401.1 A401.1

A401.3 A401.3

METAL STUD FRAMING

METAL STUD HEADER

5/8" GWB

HM FRAME & STOP -

PAINT

SEALANT

5/8" GWB

HEAD

SEALANT

G-1 GLAZING

3" SAFB

INSULATION

HM FRAME & STOP -

PAINT

JAMB ANCHOR

5/8" GWB

METAL STUD

FRAMING

5/8" GWB

SEALANT JAMB

1 2" 1 2"

47 8"

G-1 GLAZING

3" SAFB

INSULATION

METAL STUD FRAMING

5/8" GWB

HM FRAME & STOP-

PAINT

SEALANT

3" SAFB

INSULATION

SILL

SEALANT

5/8" GWB

G-1 GLAZING

PAINTED

5/8" GWB

METAL STUD

FRAMING

PAINTED

5/8" GWB

CORNER BEAD -

BOTH CORNERS,

FINISH & PAINT

EDGE OF

CUBICLE

DRAWN BY:

DATE:

CHECKED BY:

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APR 30, 2026

ANTHONY SHAWN

EMMONS

4/30/26

SCHEDULES &

DETAILS

A401SCALE:

INT WINDOW SILLA401.3

A401 1-1/2" = 1'-0"

SCALE:

INT WINDOW JAMBA401.2

A401 1-1/2" = 1'-0"SCALE:

INT WINDOW HEADA401.1

A401 1-1/2" = 1'-0"

JULY 2, 20261

SCALE:

PLAN DETAILA401.4

A101 3" = 1'-0"

RETURN/EXHAUST CFM

200/0808

AIR DEVICE TYPE

NOTE: SIZING FOR GRILLES SIMILAR

NO SCALE

LATERAL BRANCH

DUCT DETAIL

SCHEMATIC

NOTE:

PROVIDE MD ONLY WHERE INDICATED ON DRAWINGS.

SINGLE LINE

REPRESENTATION

AIR

FLOW

AIR

FLOW

L = 1/4W, 4" MIN.

DUCT SIZE AS

SHOWN ON PLAN

MANUAL

DAMPER

AIR

FLOW

45°

AIR FLOW

SUPPLY CFM DIFFUSER NECK SIZE

DIFFUSER FACE SIZE

300/0824

DIFFUSER SIZING

NO SCALE

SEAL ALL AROUND

WITH DUCT MASTICDUCT

SUPPLY

RIGID

NO SCALE

FLEX BRANCH FITTING DETAIL

METAL BAND CLAMP

WITH INSULATION

FLEXIBLE DUCT

ALL AROUND

SEAL AIR TIGHT

PIPE INSULATION

(WHERE REQUIRED)

WALL

GALVANIZED

STEEL PIPE

SLEEVE

WALL

PIPE

1/4" SPACE BETWEEN

SLEEVE & INSULATION

NOTE:

WHERE PIPES PENETRATE FIRE-RATED WALLS, FILL SPACE BETWEEN PIPE

AND SLEEVE WITH A FIRE-RESISTANT MATERIAL WITH SUFFICIENT RATING TO

MAINTAIN THE FIRE RATING OF THE WALL. WHERE PIPE PENETRATE

EXTERIOR WALLS, FILL SPACE BETWEEN PIPE AND SLEEVE WITH FIBERGLASS

INSULATION AND AS REQUIRED FOR NEW AND EXISTING FIRE RATINGS.

WALL PIPE SLEEVE DETAIL

NO SCALE

PIPE PENETRATION FIRESTOP DETAIL

NO SCALE

System No. W-J-5140

SECTION A-A

1. Wall Assembly — Min 3-3/4 in. (95 mm) and 5 in. (127 mm) thick reinforced lightweight or normal weight

(100-150 pcf or 1600 2400 kg/m³) concrete for 1 and 2 hr rated assemblies, respectively. Wall may also be constructed of any UL Classified Concrete Blocks*. The max diam of the opening is dependent upon the type through penetrant installed within the firestop system as shown in Item 4.

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Steel Sleeve — (Optional) Max 18 in. (457 mm) diam Schedule 40 (or heavier) steel pipe sleeve cast in or grouted into wall, flush with both surfaces of wall assembly.

3. Through Penetrant — One metallic pipe or tubing installed concentrically or eccentrically within the firestop system. Pipe or tube to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tube may be used:

A. Steel Pipe — Nom 12 in. (305 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe. When steel pipe is used, T Rating is 1/2 hr.

B. Copper Tube — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tube. When copper tube is used, T Rating is 1/2 hr and 1 hr when installed in 1 and 2 hr rated walls, respectively.

C. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. When copper pipe is used, T Rating is 1/2 and 1 hr when installed in 1 and 2 hr rated walls respectively.

4. Pipe Covering* — Max. 2 in. (51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m³) glass fiber units, jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied SSL tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. When pipe covering thickness is less than 2 in., T Rating is 0 hr.

See Pipe and Equipment Covering-Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification

Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.

The min and max annular space of the firestop system is dependent on the type and max diam of the through penetrant used as shown in the table below:

F Ratings — 1 and 2 Hr (See Items 1 and 4) T Ratings — 0, 1/2, and 1 Hr (See Item 3 and 4)

6. Fill, Void or Cavity Material*-Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall. At point contact, an additional 1/2 in. (13 mm) bead of sealant shall be applied to the insulated pipe/wall interface on both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification

(such as Canada), respectively.

SS IF IED

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

Through Penetrant

Type

Max Diam, In., (mm)

Min Annular

Space, In. (mm)

Max Annular

Space, In. (mm)

Steel Pipe 12 (305) 0 (0) 1/2 (13)

Copper Pipe or Tube 6 (152) 0 (0) 1-7/8 (48)

5 DIA'S 5 DIA'S

CS (GPM)

NOTE:

1. THERE SHALL BE UNINTERRUPTED STRAIGHT PIPE 5 DIAMETERS OF

PIPE DOWNSTREAM AND 5 DIAMETERS OF PIPE UPSTREAM FROM

EACH CIRCUIT SETTER.

2. THE ENTIRE CIRCUIT SETTER SHALL BE INSULATED WITH REMOVABLE

SECTIONS OF PIPE INSULATION SIZED TO OVERLAP THE CONNECTED

PIPE INSULATION. INSULATION SHALL OVERLAP 3 INCHES. DUAL

TEMPERATURE WATER SYSTEMS SHALL BE VAPOR SEALED.

CIRCUIT SETTER DETAIL

SCHEMATIC

PIPE SUPPORT DETAIL

NO SCALE

PIPE

12" LONG, HALF-SECTION OF

HYDROUS CALCIUM SILICATE

AT EACH HANGER SUPPORT

HEAVY DUTY

CLEVIS HANGER

HANGER ROD, SUPPORT

FROM BUILDING STRUCTURE

INSULATION

16 GAGE ZINC COATED

SHEET STEEL SADDLE

AT LEASE 12" LONG

NOTE:

SADDLE AND HALF-SECTION OF HYDROUS CALCIUM SILICATE

SHALL BE INSTALLED AT THE SAME TIME THAT THE PIPE AND

PIPE HANGERS ARE INSTALLED.

MANUAL DAMPER

B(7")*

DUCT SIZE AS

SHOWN ON PLAN

CFM-B(600 CFM)*

A(36")*

(2400 CFM)

CFM-A(3000 CFM)*

B(7")*

3000 CFM

= 7.2"

SAY B = 7"(7.2" ROUNDED OFF TO THE NEAREST 1/2)

B = X A

CFM-B

CFM-A

B =

600 CFM

X 36"

CFM-A = 3000 CFM

CFM-B = 600 CFM

A = 36"

* EXAMPLE;

A - WIDTH OF DUCT MAIN BEFORE TEE.

B - WIDTH OF GIVEN BRANCH.

CFM-A - TOTAL AIR QUANTITY PASSING THRU DUCT AT A,

CFM-B - AIR QUANTITY REMOVED AT TAKEOFF B.

NOTE:

PROVIDE MD ONLY WHERE INDICATED ON DRAWINGS.

TEE-BRANCH DUCT DETAIL

SCHEMATIC

TYPICAL DRAW

THROUGH

AC-UNIT

UNION (TYP.)

DRAIN TO EXTEND TO

NEAREST FLOOR DRAIN

UNLESS NOTED OTHERWISE

DRAIN TO BE FULL SIZE

OF UNIT CONNECTION

EQUAL TO FAN TOTAL STATIC

PRESSURE INCHES WATER

COLUMN + 1" (1" MINIMUM)SLOPE DOWN

TRAP

COOLING COIL CONDENSATE DRAIN

NO SCALE

CLEAN OUT

EQUAL TO 1/2 OF FAN TOTAL

STATIC PRESSURE INCHES

WATER COLUMN + 1"

BLOWER COIL UNIT

CONNECTION DETAIL

NO SCALE

DRAIN PAN

CCCD

MAV

COOLING COIL

HEATING COIL

CWR

CWS

HWR

HWS

P/T PORT

(TYP)

LOW-LOSS

BRANCH FITTING

MANUAL

DAMPER

W SUPPLY

AIR

OUTSIDE

AIR

FAN SPEED

BLOWER COIL UNIT

SCHEMATIC (PROVIDE A NEW GRAPHIC)

FAN S/S

T-1

SPACE

TEMP/RH

COMMUNICATIONS

FROM EXISTING BAS

DISCONNECT

120 VAC

T-1 SPACE TEMP/RH

V-1

SUPPLY FAN S/S

SUPPLY FAN SPEED

CWR

CWS

V-1

V-2

HWR

HWS

V-2

DUCT SMOKE DETECTOR

(2000 CFM OR GREATER)

BLOWER COIL UNIT

DIGITAL CONTROLLER

(FACTORY MOUNTED

AND WIRED)

SUPPLY FAN ALARM

CONDENSATE OVERFLOW

COND. OVRFLW

NEW LOCAL CONTROL

PANELS. QUANTITY

AS REQUIRED

OA TEMPERATURE AND

HUMIDITY SHARED WITH

ALL PANELS THROUGH

COMMUNICATIONS

EXISTING BAS

SERVER

EXISTING NETWORK COMMUNICATIONS

SCHEMATIC

GENERAL NOTES:

1. ALL DUCTWORK AND PIPES SHALL BE COORDINATED WITH OTHER NEW AND

EXISTING DUCTS, PIPES, LIGHTS, STRUCTURAL SYSTEM, CEILING SUPPORTS AND

FRAMING BEFORE INSTALLATION. MINOR DUCT AND PIPE OFFSETS AND MINOR

DUCT TRANSITIONS SHALL BE PROVIDED AS REQUIRED. WHERE TRANSITIONS ARE

REQUIRED, CROSS SECTIONAL AREA OF DUCT SHALL NOT BE REDUCED.

MEASUREMENTS FOR VERTICAL CLEARANCES OF DUCTWORK SHALL BE TAKEN AT

THE JOB SITE BEFORE FABRICATION OF ANY DUCTWORK.

2. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S

PUBLISHED INSTRUCTIONS.

3. MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL CODES, APPLICABLE

PROVISIONS OF LATEST EDITION OF NATIONAL FIRE PROTECTION ASSOCIATION,

LOCAL UTILITY REGULATIONS AND GOVERNMENTAL DEPARTMENTS HAVING

JURISDICTION.

4. CONTRACTOR SHALL SEAL PENETRATIONS IN EXISTING WALLS AS REQUIRED TO

COMPLY WITH EXISTING WALL RATINGS.

5. VERIFY WALL OPENINGS WITH STRUCTURE.

6. VERIFY THE FINAL LOCATION OF ALL THERMOSTATS, TEMPERATURE SENSORS,

PANELS AND CONTROL INSTRUMENTS WITH THE ARCHITECT AND OWNER PRIOR TO

ROUGH-IN.

7. VERIFY LOCATIONS OF NEW AND EXISTING EQUIPMENT AND ROUTE OF DUCTWORK

WITH EXISTING CONDITIONS.

8. ALL CUTTING AND PATCHING FOR THE INSTALLATION OF NEW WORK IN EXISTING

BUILDING SHALL BE DONE BY THE GENERAL CONTRACTOR.

9. REFER TO ARCHITECTURAL, STRUCTURAL AND ELECTRICAL DRAWINGS TO

COORDINATE THE EXACT LOCATIONS OF DIFFUSERS, REGISTERS, GRILLES, PIPING

AND OTHER MECHANICAL EQUIPMENT WITH CEILING GRID, LIGHTS, BEAMS AND

OTHER BUILDING COMPONENTS.

10. CONTRACTOR SHALL PROVIDE AND INSTALL ALL SUPPORTS REQUIRED TO MOUNT

MECHANICAL EQUIPMENT, PIPING AND DUCTWORK.

11. WHERE PIPE AND DUCT CONNECTIONS ARE SHOWN CONNECTING TO EXISTING,

CONTRACTOR SHALL DETERMINE EXACT LOCATIONS AND CONNECTION SIZES

PRIOR TO INSTALLATION.

12. DUCTWORK SHALL BE G-90 ZINC-COATED SHEET STEEL OR ALUMINUM,

CONSTRUCTED AND INSTALLED AS RECOMMENDED BY THE LATEST EDITION OF

SMACNA "HVAC DUCT CONSTRUCTION STANDARDS". COAT ALL INTERIOR SURFACES

OF RIGID FABRICATED AND PRE-MANUFACTURED DUCT AND ACCESSORIES WITH

ONE COAT OF FOSTER 40-20 FUNGICIDAL PROTECTIVE FINISH AS MANUFACTURED

BY FOSTER PRODUCTS CORPORATION OR PROVIDE DUCTWORK WITH AGION

ANTI-MICROBIAL COATED STEEL/ALUMINUM.

13. FLEXIBLE DUCTS SHALL BE FLEXIBLE METAL OR METAL AND NEOPRENE-COATED

CANVAS HOSE INSULATED WITH 1" THICK FIBERGLASS WITH VINYL VAPOR BARRIER.

ALL ROUND DUCT TAKE-OFFS SHALL BE MADE WITH SPIN-IN FITTINGS WITH 45 DEG.

EXTRACTOR AND BALANCING DAMPER. THE DUCT DIAMETER SHALL MATCH THE AIR

DIFFUSER SIZE UNLESS OTHERWISE INDICATED.

14. PROVIDE FLEXIBLE DUCT CONNECTIONS BETWEEN THE SUPPLY AND RETURN

DUCTS FROM THE AIR UNITS. FLEXIBLE CONNECTIONS SHALL BE WEATHERTIGHT

WHEN EXPOSED.

15. PROVIDE AIR TIGHT SEAL BETWEEN DUCTWORK AND FIRE PARTITIONS/WALLS WITH

FIRE RESISTANT MATERIAL.

16. SUPPLY AIR DUCTWORK SHALL BE INSULATED WITH 1 LB. DENSITY, FLEXIBLE TYPE,

1-1/2" THICK WITH FACTORY APPLIED FACING OF 0.7 MIL FOIL-SCRIM-WHITE KRAFT

PAPER JACKET EFFECTIVELY VAPOR SEALED.

17. NEW DUCT AND PIPE INSULATION SHALL BE AS SPECIFIED AND SHALL BE SEALED TO

EXISTING. INSULATION THAT IS DAMAGED OR REMOVED FOR NEW WORK SHALL BE

REPLACED, REPAIRED AND SEALED AS REQUIRED.

18. ALL CEILING DIFFUSERS SHALL BE 4-WAY THROW TYPE UNLESS NOTED OTHERWISE.

19. CEILING DIFFUSERS SHALL BE PRICE SQUARE LOUVER FACE, LAY-IN, ADJUSTABLE

TYPE COMPLETE WITH EQUALIZING DEFLECTORS AND VOLUME CONTROL UNITS

(RADIAL BLADE TYPE ARE NOT ACCEPTABLE. FINISH SHALL BE WHITE.

20. RETURN GRILLES AND REGISTERS SHALL BE PRICE SERIES 635, 45 DEGREE

DEFLECTION. DAMPERS FOR REGISTERS SHALL BE FACE OPERATED AND OPPOSED

BLADE TYPE.

21. AIR DEFLECTORS SHALL BE INSTALLED IN ALL SQUARE ELBOWS.

22. CEILING GRID AND OTHER ITEMS SHALL NOT BE SUPPORTED FROM OR IN CONTACT

WITH MECHANICAL EQUIPMENT. CONDUIT, WIRING, PIPING AND SUPPORTS SHALL

NOT BE LOCATED IN FRONT OF FAN COIL ACCESS PANELS.

23. DUCTWORK AND PIPING SHALL NOT BE INSTALLED ABOVE ELECTRICAL PANELS.

COORDINATE INSTALLATION OF DUCTWORK AND PIPING WITH ELECTRICAL PANELS

WHEN SHOWN NEAR PANELS OR OVER ELECTRICAL ROOMS.

24. INSTRUCT THE OWNER IN THE PROPER OPERATION AND MAINTENANCE OF THE

MECHANICAL SYSTEMS UNTIL THE OWNER IS FULLY PREPARED TO OPERATE AND

MAINTAIN THE MECHANICAL SYSTEM. HOWEVER, LENGTH OF INSTRUCTION TIME

SHALL BE LIMITED TO ONE DAY.

25. EQUIPMENT, MATERIALS AND LABOR REQUIRED BY THESE CONTRACT DRAWINGS

SHALL BE GUARANTEED TO BE FREE FROM DEFECTIVE MATERIALS OR

WORKMANSHIP FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT

UNLESS SPECIFIED OTHERWISE. DEFECTIVE MATERIALS OR WORKMANSHIP

OCCURRING DURING THIS PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST.

26. PROVIDE 12" LONG STEEL SLEEVE, STEEL RETAINING ANGLES, AND ACCESSORIES

REQUIRED BY IMC 607.5.3, EXCEPTION 3 FOR DUCTS THAT PENETRATE FIRE

PARTITIONS. ANNULAR SPACE BETWEEN THE SLEEV AND WALL OPENING SHALL BE

FILLED WITH ROCK WOOL BATTING ON ALL SIDES.

DEMOLITION NOTES:

1. THE CONTRACTOR SHALL REMOVE OR ALTER AS NECESSARY ALL EXISTING

PIPING, EQUIPMENT, EQUIPMENT FOUNDATIONS, AND APPURTENANCES THAT ARE

NOT REQUIRED FOR THE EXISTING SYSTEMS TO REMAIN. CONTRACTOR SHALL

VISIT THE SITE TO DETERMINE THE SCOPE OF THIS WORK AND VERIFY EXISTING

CONDITIONS PRIOR TO SUBMITTING BIDS.

2. EXISTING EQUIPMENT SHALL BE TURNED OVER TO THE OWNER, UNLESS

DIRECTED OTHERWISE AND LOCATED AS DIRECTED BY THE OWNER. ALL OTHER

ITEMS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR

AND REMOVED FROM THE PREMISES.

3. INSULATION ON EXISTING PIPING THAT IS DAMAGED OR REMOVED DUE TO THE

DEMOLITION WORK SHALL BE REPLACED AND SEALED AS REQUIRED TO PROVIDE

CONTINUOUS COVERAGE.

PRE-CONSTRUCTION BALANCING:

1. THE CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION TESTING AND

BALANCING REPORT FOR THE FOURTH FLOOR WING INDICATED ON THE PLANS.

REPORT SHALL INCLUDE MEASURED FLOWS FOR ALL AIR DEVICES AND DUCT

BRANCHES SHOWN AND FOR THE EXISTING CHILLED AND HEATING WATER PIPING

RISERS AND BRANCHES SHOWN ON THE PLANS. WATER BALANCING SHALL

INCLUDE CONFIRMATION OF DIRECTION OF FLOW FOR ALL LINES IN THE EXISTING

RISER. REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND TO VT

OPERATIONS PRIOR TO DEMOLITION.

HVAC LEGEND

ABOVE ABV

ABOVE FINISHED FLOOR AFF

AIR CONDITIONING UNIT AC

AIR HANDLING UNIT AHU

ANCHOR

BELOW BEL

BETWEEN BET

CAPACITY CAP

CEILING CLG

CEILING GRILLE CG

CEILING REGISTER CR

CHECK VALVE

CHILLED WATER RETURN PIPE CWRCWR

CHILLED WATER SUPPLY PIPE CWS CWS

CIRCUIT SETTER

CS(GPM)

CLEANOUT COCO

COMMON C

CONTROL SWITCH S

COOLING COIL CONDENSATE DRAIN PIPE CCCD D

CUBIC FEET PER MINUTE CFM

DEGREES FAHRENHEIT °F

DIAMETER DIA

DIRECTION OF FLOW

DIRECTION OF SLOPE DOWN

DOWN DN

DRY BULB DB

DUCT SLOPE DOWN DN

DUCT SLOPE UP UP

DUCT TRANSITION

DUCTWORK (NEW)

ACOUSTIC LINED

RETURN & EXHAUST

SUPPLY

WATERTIGHT

DUCTWORK (EXISTING TO REMAIN) EX

RETURN EX R

EXHAUST EX E

SUPPLY EX S

DUCTWORK (EXISTING TO BE REMOVED)

EACH EA

ENTERING AIR TEMPERATURE EAT

ENTERING WATER TEMPERATURE EWT

EXISTING, REMOVE FROM THIS POINT

FAN COIL UNIT FC

FEET FT

FEET PER MINUTE FPM

FIRE DAMPER FD

FIRE/SMOKE DAMPER FSD

FIRESTAT FS

FLEXIBLE DUCT CONNECTION

FLEXIBLE DUCT RUNOUT

FLEXIBLE PIPE CONNECTION

FLOOR FL

FLOW SWITCH FSW FSW

FREEZE PROTECTION FP

FROM FRM

GALLONS GAL

GALLONS PER MINUTE GPM

GLOBE VALVE GBV

HEATING WATER RETURN PIPE HWR HWR

HEATING WATER SUPPLY PIPE HWS HWS

HORIZONTAL UNIT HEATER HUH

HORSEPOWER HP

HOUR HR

HUMIDISTAT H

INCH IN

INLINE EXHAUST FAN IEF

KILOWATT KW

LEAVING AIR TEMPERATURE LAT

LEAVING WATER TEMPERATURE LWT

MANUAL AIR VENT

MAV

MANUAL DAMPER MD

MOTOR OPERATED DAMPER MOD

NEW CONNECTED TO EXISTING

NORMALLY CLOSED NC

NORMALLY OPEN NO

OUTDOOR AIR OA

PIPING INDICATION WITH RESPECT

TO FLOW

BOTTOM TAKEOFF SIDE CONNECTION

TOP TAKEOFF

TURN DOWN OR FROM BELOW

TURN UP OR DOWN

TURN UP OR FROM ABOVE

POUNDS LBS

POUNDS PER SQUARE INCH GAGE PSIG

PRESSURE DROP PD

PRESSURE GAUGE

PRESSURE REDUCING VALVE (FILL VALVE) PRV

PRESSURE RELIEF VALVE

RETURN AIR RA

REVOLUTIONS PER MINUTE RPM

SERVICE VALVE

STATIC PRESSURE SP

STRAINER

SUPPLY AIR SA

THERMOMETER

THERMOSTAT OR TEMPERATURE SENSOR T'STAT T

THOUSAND BTU PER HOUR MBH

THREE-SPEED FAN SWITCH S

THREE-WAY CONTROL VALVE

TWO-WAY CONTROL VALVE

UNION

WALL HEATER WH

WET BULB WB

BLOWER COIL UNIT: TRANE, DAIKIN, OR

JCI

UNIT MARK BC-1

INDOOR UNIT

SUPPLY FAN AIRFLOW, CFM 550

MINIMUM OUTDOOR AIRFLOW, CFM 55

MOTOR HP (ECM) .555

EXTERNAL S.P. 0.75

COOLING (CHILLED WATER)

TOTAL CAPACITY (MBH) 24.1

SENSIBLE CAPACITY (MBH) 16.4

ENT. AIR TEMP, ° F, DB 80.0

ENT. AIR TEMP., ° F, WB 67.0

WATER FLOW, GPM 7.7

MAX. WATER P.D. FT. H2O 7.3

HEATING (HOT WATER)

TOTAL CAPACITY (MBH) 26.8

ENT. AIR TEMP, ° F, DB 45.0

WATER FLOW, GPM 2.5

MAX. WATER P.D. FT. H2O 3.3

FILTER TYPE MERV-13

UNIT ELECTRICAL (V/Hz/Ph) 115/60/1

MCA (A) 9.32

INDOOR UNIT MODEL BCHE024

CONFIGURATION HORIZONTAL

NOTES:

1. COOLING CAPACITY BASED ON 45° F EWT.

2. HEATING CAPACITY BASED ON 120° F EWT.

3. UNIT SHALL INCLUDE FACTORY MOUNTED

CONDENSATE OVERFLOW SWITCH.

4. PROVIDE WITH INTEGRAL DISCONNECT SWITCH.

BLOWER COIL UNIT: TRANE, DAIKIN, OR

JCI

UNIT MARK BC-2A & 2B

INDOOR UNIT

SUPPLY FAN AIRFLOW, CFM 1,800

MINIMUM OUTDOOR AIRFLOW, CFM 160

MOTOR HP (ECM) 1.5

EXTERNAL S.P. 0.75

COOLING (CHILLED WATER)

TOTAL CAPACITY (MBH) 64.4

SENSIBLE CAPACITY (MBH) 45.7

ENT. AIR TEMP, ° F, DB 80.0

ENT. AIR TEMP., ° F, WB 67.0

WATER FLOW, GPM 11.4

MAX. WATER P.D. FT. H2O 3.5

HEATING (HOT WATER)

TOTAL CAPACITY (MBH) 59.7

ENT. AIR TEMP, ° F, DB 45.0

WATER FLOW, GPM 2.0

MAX. WATER P.D. FT. H2O 1.0

FILTER TYPE MERV-13

UNIT ELECTRICAL (V/Hz/Ph) 208/60/3

MCA (A) 6.5

INDOOR UNIT MODEL BCHE054

CONFIGURATION HORIZONTAL

NOTES:

1. COOLING CAPACITY BASED ON 45° F EWT.

2. HEATING CAPACITY BASED ON 120° F EWT.

3. UNIT SHALL INCLUDE FACTORY MOUNTED

CONDENSATE OVERFLOW SWITCH.

4. PROVIDE WITH INTEGRAL DISCONNECT SWITCH.

DRAWN BY:

DATE: APR. 30, 2026

CHECKED BY:

COMMISSION No.

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

R E

V I

S I

O N

4t h F lo o r N ew m an L ib ra ry V irt u al

S tu d io

E xp an

D ril lfi el d D riv e, B la ck sb u rg

, V A

V irg in ia

P ol yt ec hn ic In st itu te

S ta te U

E L

E C

T R

O A

N O

K E

.4 w w w .H u g h e s A

E .c o m

H U

G H

E S

A S

S O

T E

S A

R C

E C

T S

N G

E R

C O M M O

N W

LTH OF

G I N I A

P R O

F E

SS IONAL E

N G

E R E

04/30/26

1 JULY 2, 2026

MEH

RDF

HVAC

LEGENDS

NOTES

DETAILS &

CONTROLS

M-0

80 CFM

(TYP. FOR 51)

1 1

6x6

8x8

10x10 14x1218x12

24x1220x1216x1214x12

44x12

8x88x88x88x88x812x10

10x10

6"Ø

(TYP.)

56x20 D

H W

C W

HWS

CWS

HWS

CWS

HWR

CWRCWR

HWR

HWS

CWS

CWR

HWR

CFM

2-1/2"

1/2"

3/4"

1-1/4"

1/2" 3/4" 3/4"

1"1-1/4"

2-1/2"

3"2-1/2"

1-1/4"

80 CFM

EX. LIGHT TROFFER

DIFFUSERS (TYP. FOR 51)

HWR

CWR

CWS

HWS

HWRCWRCWSHWS

H W

C W

H W

1-1/4"

HWR

CWR

3/4"

1 1/2"1 1/4"

1 1/4"

3/4"

1/2"

1-1/4" 1-1/2"

DRAWN BY:

DATE: APR. 30, 2026

CHECKED BY:

COMMISSION No.

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

R E

V I

S I

O N

4t h F lo o r N ew m an L ib ra ry V irt u al

S tu d io

E xp an

D ril lfi el d D riv e, B la ck sb u rg

, V A

V irg in ia

P ol yt ec hn ic In st itu te

S ta te U

E L

E C

T R

O A

N O

K E

.4 w w w .H u g h e s A

E .c o m

H U

G H

E S

A S

S O

T E

S A

R C

E C

T S

N G

E R

C O M M O

N W

LTH OF

G I N I A

P R O

F E

SS IONAL E

N G

E R E

04/30/26

PARTIAL FOURTH FLOOR PLAN - DEMOLITION

SCALE: 1/8" = 1'-0"

MEH

RDF

HVAC

PARTIAL

FOURTH

FLOOR PLAN

DEMOLITION

M-1

DEMOLITION NOTES:

1. REMOVE EXISTING DUCTWORK, INSULATION, AIR DEVICES, AND SUPPORTS TO THE EXTENT SHOWN. THOROUGHLY CLEAN ALL

DUCTWORK AND PREPARE FOR CONNECTION TO NEW WORK.

2. REMOVE EXISTING PIPING, INSULATION, SUPPORTS AND ACCESSORIES TO THE EXTENT SHOWN. CAP AND PREPARE FOR CONNECTION TO

NEW WORK.

D-60

D-9 D-8DN

D-7

4020A

4040 4042 4044 4046

D65

8x8

10x10 14x1218x12

24x1220x1216x1214x12

44x12

8x8 8x8

8x88x812x10

10x10

125/0824

(TYP. FOR 4)

170/0824

(TYP. FOR 2)

135/0824

(TYP. FOR 4)

450/1424

(TYP. FOR 8)

95/0624

(TYP. FOR 2)

56x20

HWR

CWR

CWS

HWS

HWRCWRCWSHWS

H W

C W

22x22 CG

80 CFM

EX. LIGHT TROFFER

DIFFUSERS (TYP. FOR 29)

10x10

6x8

8x8

8"Ø

(TYP. FOR 4)

6x6

8x8

22x22 CG

22x22

8"Ø

(TYP. FOR 4)

8x8

6"Ø (TYP.

FOR 4)

EX. 1360 CFM

EX. 2720 CFM

REBALANCE

FOR 1430

CFM

BC-1

H W

C W

HWS

CWS

HWS

CWS

HWR

CWRCWR

HWR

HWS

CWS

CWR

HWR

2-1/2"

1/2"

3/4"

1-1/4"

1/2" 3/4" 3/4"

1"1-1/4"

2-1/2"

3"2-1/2"

1-1/4"

H W

C W

S H

W R

C W

1" 3/4"

C W

H W

1-1/4"

HWR

CWR

3/4"

1 1/2"1 1/4"

1 1/4"

3/4"

1/2"

1-1/4"

1-1/2"

22x22

1-1/4"

60/0624

BC-2A BC-2B

18x18 x1 x1 x1

14x14

20x20 20x20 x2 x2

14"Ø

(TYP. FOR 8)

7 7

HWR

CWR

H W

C W

H W

R C

W R

80/082480/0824

8"Ø 8"Ø

1-1/2"

1-1/4"

1-1/2"

3/4" 3/4" 1"

1-1/4"

22x22 CG 22x22

60/0624

(TYP. FOR 3)

6x6

6"Ø

6"Ø 6"Ø

REBALANCE

FOR 2320 CFM

VIRTUAL PRODUCTION

STAGE

4070D

VOLUMETRIC

CAPTURE STAGE

4070C

MOTION CAPTURE

SPATIAL AUDIO & ROOM-SCALE VR

4070B

CONTROL AND

MONITOR ROOM

COLLABORATION

ROOM

4070A

CIRCULATION

4070L

4070F

EXIST

STUDY 01

4070K

EXIST

STUDY 02

4070J

EXIST

STUDY 03

4070H

EXIST

STUDY 04

4070G

DRAWN BY:

DATE: APR. 30, 2026

CHECKED BY:

COMMISSION No.

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

R E

V I

S I

O N

4t h F lo o r N ew m an L ib ra ry V irt u al

S tu d io

E xp an

D ril lfi el d D riv e, B la ck sb u rg

, V A

V irg in ia

P ol yt ec hn ic In st itu te

S ta te U

E L

E C

T R

O A

N O

K E

.4 w w w .H u g h e s A

E .c o m

H U

G H

E S

A S

S O

T E

S A

R C

E C

T S

N G

E R

C O M M O

N W

LTH OF

G I N I A

P R O

F E

SS IONAL E

N G

E R E

04/30/26

PARTIAL FOURTH FLOOR PLAN - NEW WORK

SCALE: 1/8" = 1'-0"

MEH

RDF

HVAC

PARTIAL

FOURTH

FLOOR PLAN

DEMOLITION

M-2

PLAN NOTES:

1. EXTEND DUCTWORK AND TRANSITION AS REQUIRED TO CONNECT TO NEW FLEX DUCT RUN-OUT AND AIR DEVICE. INSULATION SHALL OVERLAP AND BE COPED

WITH EXISTING AND COMPLETELY VAPOR SEALED.

2. TRANSITION AS REQUIRED AND EXTEND DUCT RUN-OUT AS SHOWN. NEW DUCT INSULATION SHALL OVERLAP AND BE COPED WITH EXISTING AND COMPLETELY

VAPOR SEALED.

3. CAP EXISTING RUN-OUT CONNECTION AND SEAL AIR TIGHT AND INSULATE. NEW DUCT INSULATION SHALL OVERLAP AND BE COPED WITH \EXISTING AND

COMPLETELY VAPOR SEALED.

4. CONNECT NEW PIPING TO EXISTING. HEATING AND COOLING COIL PIPING RUN-OUTS TO BLOWER COIL UNITS ARE 3/4" UNLESS OTHERWISE NOTED. CONDENSATE DRAIN PIPING SHALL BE MINIMUM 1-1/4" TO THE UNIT CONNECTION. EXTEND AND CONNECT TO NEW BLOWER COIL UNIT AS REQUIRED. PATCH AND REPAIR

EXISTING INSULATION AS REQUIRED. NEW PIPING INSULATION SHALL BE COPED TO EXISTING PIPING INSULATION AND COMPLETELY VAPOR SEALED. NEW PIPING RUN-OUTS SHALL BE COORDINATED TO MAINTAIN MANUFACTURER PUBLISHED SERVICE CLEARANCES FOR COMPONENT, CONTROLS, ELECTRICAL AND FILTER

ACCESS.

5. INSTALL NEW BLOWER COIL UNIT, ASSOCIATED NEW WIRING AND PIPING IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

COORDINATE LOCATION WITH EXISTING DUCTWORK AND UTILITIES. RELOCATE/ADJUST EXISTING UTILITIES AS REQUIRED TO MAINTAIN MANUFACTURER

PUBLISHED SERVICE CLEARANCES FOR COMPONENT, CONTROLS, ELECTRICAL AND FILTER ACCESS.

6. OPEN END DUCT ABOVE CEILING. COVER WITH 1/2"x1/2" WIRE MESH.

7. RETURN PLENUM, FULL SIZE OF UNIT OPENING.

8. CONNECT TO EXISTING PIPE RISER IN CHASE BELOW EXISTING PIPE TRANSITION IN VERTICAL AND CONNECT TO THE LARGEST PIPE SIZE BEFORE LEVEL FOUR IN

THE RISER.

NEW WORK

DATE: APR. 30, 2026

CHECKED BY:

COMMISSION No.

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

24024.005

R E

V I

S I

O N

4t h F lo o r N ew m an L ib ra ry V irt u al

S tu d io

E xp an

D ril lfi el d D riv e, B la ck sb u rg

, V A

V irg in ia

P ol yt ec hn ic In st itu…

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File details come from the government source that posted it. Updated Aug 19, 2026.