Allen Building HVAC Replacement--217-B2217-017 Drawings.pdf

PDF 19 MB Posted Mar 20, 2026

Attached to: IFB - ALLEN BUILDING HVAC RENOVATION
Solicitation number: IFB-114251
Issued by: Portsmouth City, Richmond City, Virginia

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Written by GovTribe AI · Mar 24, 2026

Allen Building HVAC Replacement – 217-B2217-017 Drawing Summary

This is a comprehensive set of 100% construction documents for the Allen Building HVAC Renovation project at Radford University in Radford, Virginia. The project scope includes demolition and replacement of remaining building HVAC systems not addressed under a separate Phase 1 electrical upgrades project. Major work includes installation of a new air handling unit (AHU-1) with supply and return fans, replacement of ductwork and piping systems, installation of variable air volume (VAV) terminal units with hot water reheat coils, replacement of ductless mini-split heat pump systems in critical spaces, new exhaust fans, and associated controls and building automation system integration. The project serves a full-service emergency police department facility requiring continuous operation of critical systems including emergency communications and radio rooms. Construction must maintain minimum operational capacity through a phased approach with temporary egress lighting, fire-rated barriers, and temporary HVAC provisions during renovation stages. The new systems will connect to chilled water and heating hot water distribution systems installed under Phase 1, with all work coordinated across mechanical, electrical, architectural, structural, and civil disciplines to maintain building functionality throughout construction.

Pricing, contract award dates, and bidding information are not included in these construction documents. The project involves multiple mechanical systems including an approximately 10,000 CFM AHU-1, two ductless mini-split heat pump systems (DMSS-1 and DMSS-2) for critical spaces, eight unit heaters, multiple exhaust fans, and approximately 13 VAV terminal boxes serving the first and ground floors. Electrical work includes new branch circuits, disconnect switches, and variable frequency drives for equipment, with new lighting fixtures and night-light controls in renovated spaces. Construction is coordinated with Radford University's occupancy requirements, and the contractor must submit a proposed phasing plan with bid submission. All work must comply with the 2021 Virginia Mechanical Code, 2020 National Electrical Code, and Radford University design standards. The project documents indicate revisions through January 22, 2026, with six rounds of design development comments from the design firm Dewberry Engineers Inc.

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Other files

File	Type	Posted
Allen Building HVAC Renovation-217-B2217-017 Project Manual.pdf	PDF	Mar 20, 2026
Allen Building HVAC 217-B2217-017 - IFB-r1.pdf	PDF	Mar 20, 2026
AllenBuilding HVAC Reno 2026.03.20_Addendum 1_FINAL.pdf	PDF	Mar 20, 2026

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PORTERFIELD HALL

LEE HIGHWAY (HIGHWAY 11)

UNIV

ERSITY D

RIV

HEATING

PLANT

x1798 x1799 x1802 x1806

ALLEN BUILDING

HVAC RENOVATION

RADFORD, VIRGINIA

DRAWING INDEX

GENERAL

LOCATION MAP

CONTACTS

CODE REFERENCES

VICINITY MAP

100% CONSTRUCTION DOCUMENTS

RADFORD UNIVERSITY PROJECT NUMBER 217-B2217-017

SEAL

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

SEAL

T1.01

COVER SHEET

RAL

RSN

PROJECT / BUILDING INFORMATION:

CIVIL

PROJECT

AREA

RADFORD

T Y

L E

R A

V E

NORFOLK SOUTHER RAILW

PROJECT AREA

LAWRENCE ST.

N S

MECHANICAL

LEE HWY (HIGHWAY 11)

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

UNIVERSITY

ARCHITECTURAL

ELECTRICAL

STRUCTURAL

CIVIL

MECHANICAL

ELECTRICAL

E N

B U

H V

A C

R E

N O

V A

C O

N S

O N

U M

E N

A D

D , V

DEB APPROVAL

ARCHITECTURAL

DELEGATED DESIGN LIST

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

STATE BUILDING OFFICIAL

ENERGY COMPLIANCE STATEMENTS

STRUCTURAL

SEAL

EAL

Docusign Envelope ID: 7D320219-65C8-4E94-8022-D65BA8535D11

1/22/2026

1 11 1 1 1 1 1 1 1 1

1 1

1 11 1

1 1

1 11 1 1 1

11 1

1 11 1 1 1 1 1 1 1 1 1 1 1 1 1

1 11 1 1 1 1 1 1 1 1

1 11

11 1111111

1 11

11 11

1 1

1 11

1 11 1 1

1 1

2 2

624 SF

SAFETY

STORAGE

214 SF

RADIO ROOM

198 SF

EVIDENCE

219 SF

STORAGE

202 SF

POLICE

RECORDS

205 SF

ARMORY

375 SF

SITUATION ROOM

275 SF

CORRIDOR

590 SF

CORRIDOR

116 SF

INTERVIEW

112 SF

DETECTIVE

120 SF

DETECTIVE

120 SF

ADMIN OFFICE

110 SF

TOILET SHOWER

87 SF

VESTIBULE 101 SF

STAIRWAY

218 SF

CORRIDOR

356 SF

BREAK ROOM

82 SF

LOCKER

STORAGE

125 SF

EMS EXECUTIVE

OFFICE

125 SF

EMS BEDROOM

770 SF

P.D. STORAGE

113 SF

STORAGE

109 SF

STAIRWAY

Redundant Room

MECHANICAL

ROOM 25 SF

ELECTRICAL

ROOM

P A

T H

PATH F

P A

T H

FEC-3

A 1

9 SF

CLOSET

129 SF

COMMUNICATIONS

RECORDS

148 SF

SERGEANT

263 SF

EMERGENCY

COMMUNICATIONS 114 SF

WOMENS TOILET

24 SF

READY ROOM

52 SF

STAIRWAY

18 SF

JAN CLOSET

280 SF

LOBBY

66 SF

ENTRY

126 SF

WAITING ROOM

112 SF

MENS TOILET

236 SF

CHIEF OF POLICE

682 SF

ADMINISTRATION

147 SF

CAPTAIN

24 SF

CLOSET

71 SF

STORAGE ROOM

240 SF

CONFERENCE

ROOM

7 SF

CLOSET

221 SF

CAPTAIN

125 SF

CLERY

COORDINATOR

174 SF

EMERGENCY

RESPONSE

157 SF

OFFICE

MANAGER

115 SF

STAIRWAY

219 SF

MENS LOCKER

178 SF

WOMENS

LOCKER

104 SF

SERGEANT

104 SF

LIEUTENANT

100 SF

SERGEANT

834 SF

PATROL DIVISION

186 SF

LIEUTENANT

92 SF

SERGEANT

P A

T H

P A

T H

PATH C

FEC-3

FEC-2

64A345

38A

EXISTING SLAB BETWEEN GROUND AND FIRST FLOOR PROVIDES A PRESCRIPTIVE FIRE RESISTANCE OF 1 HOUR PER TABLE 721.1(3)”

PATH

CODE PLAN LEGEND

AREA OF SPACE/AREA PER OCCUPANT

OCCUPANT LOAD

OCCUPANCY USE TYPE

TRAVEL DISTANCE

(SEE EGRESS PATH SCHEDULE)

1-HR FIRE RATED WALL

2-HR FIRE WALL

FEC-2

FEC-3

FIRE EXTINGUISHER CABINET - SEMI RECESSED

FIRE EXTINGUISHER - WALL MOUNTED

Area Name

150 SF / 150 SF

NOTE:

NO CHANGE TO OCCUPANCY LOAD. WORK LIMITED TO REPLACING EXISTING

CEILINGS, LIGHTING, HVAC SYSTEM, AND FINISHES

FIRE RATING OF EXISTING COMPONENTS BASED ON 1964.11 CONSTRUCTION

DRAWINGS AND 1995.10.23 RENOVATION RECORD DRAWINGS

A101

SIM

APC-X

8' - 0"

X#XX 1HR

SF01

Area Name

150 SF

FIRST FLOOR

100' - 0"

PT-X

RB-X

CPT-X

NOTES: 22

ROOM NAME

A101

SIM

GB-01

Scale:

View Name 1/8" = 1'-0" 1/A101

A101

SIM

CALLOUT

BUILDING/WALL

SECTION

DETAIL SECTION

ROOM TAG

ROOM FINISH

TAG

CEILING TAG

DOOR / BORROWED

LITE TAG

WINDOW TAG

WALL TAG

FURNITURE,

CASEWORK, &

EQUIPMENT TAG

REVISION TAG

KEYNOTE TAG00 00 00.A1

AREA TO BE

ENLARGED SHEET REF.

PLAN / DETAIL

REF.

SECTION REF.

SHEET REF.

DETAIL REF.

SHEET REF.

LEVEL LINE

AREA SQUARE

FOOTAGE

ROOM NUMBER

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

ELEVATION REF.

SHEET REF. A101

A101

1ELEVATION REF.

SHEET REF.

VIEW NAME

VIEW SCALE

VIEW DESIGNATION

VIEW REF/SHEET REF WHERE

VIEW IS REFERENCED

VIEW TITLE

WALL FINISH

BASE FINISH

FLOOR FINISH

AREA TAG

CEILING TYPE

CEILING HEIGHT

(ABOVE FINISH FLOOR)

LEVEL NAME

LEVEL ELEVATION

GRID LINE

NORTH INDICATOR

GRID NUMBER OR

LETTER

INDICATES PLAN NORTH

INDICATES TRUE NORTH

A101

SPOT ELEVATION

SYMBOL

NOTES

(AS NEEDED)

ROOM NUMBER

ROOM TO REMAIN FULLY OPPERATIONAL DURING

CONSTRUCTION. SEE GENERAL NOTES AD1.13

CONTRACTOR TO SUBMIT A PROPOSED PHASING PLAN

WITH BID SUBMISSION.

EGRESS PLAN

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

C O

N S

T R

U C

C U

M E

N T

R A

D F

O R

D V

SEAL

SCALE:

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

FIRE RATING

PLANS

G1.01 Scale: 1/8" = 1'-0"

GROUND FLOOR CODE PLAN

Scale: 1/8" = 1'-0" C4

FIRST FLOOR CODE PLAN

STANDARD DETAILING SYMBOLS

AB ANCHOR BOLT

ACST ACOUSTIC(AL)

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING,

ADJUSTABLE

AED AUTOMATED EXTERNAL

DEFIBRILLATOR

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

ANOD ANODIZE(D)

AP ACCESS PANEL

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ASPH ASPHALT

AUTO AUTOMATIC

AVE AVERAGE

AWT ACOUSTICAL WALL TREATMENT

BAL SHT BALANCE SHEET

BC BRICK COLOR

BCS BABY CHANGING STATION

BD BOARD

BG BUMPER GUARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING (WOOD)

BOT BOTTOM

BRDG BRIDGING

BRG BEARING

BRK PV BRICK PAVERS

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

CAB CABINET

CB CHALKBOARD

CC CUBICLE CURTAIN

CCT CUBICLE CURTAIN TRACK

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CH COAT HOOK

CIP CONC CAST-IN-PLACE CONCRETE

CJ CONTROL JOING, CONSTRUCTION

JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT, CASED OPENING

COL COLUMN

COMB COMBINATION, COMBINED

COMP COMPRESSIBLE

COMPT COMPARTMENT

CONC CONCRETE

CONC CTG CONCRETE COATING

COND CONDITION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPRS COMPRESSIBLE

CPT CARPET

CR CLOSET ROD

CRL CRASH RAIL

CRS COLD-ROLLED STEEL

CTR CENTER(S)

CUH CABINET UNIT HEATER

CUV CABINET UNIT VENTILATOR

CW CURTAINWALL

D DEEP, DEPTH, PENNY NAIL

DC DISPLAY CASE

DET DETAIL

DETN DETENTION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

REQD REQUIRED

RF RESILIENT FLOORING

RFG ROOFING

RFM REMOVABLE FLOOR MAT

RH RIGHT HAND

RO ROUGH OPENING

RSF RESINOUS FLOORING

RST REINFORCING STEEL

RTF RESILIENT TILE FLOORING

RV ROOF VENT, ROOF VENTILATOR

SC SEALED CONCRETE

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCWD SOLID CORE WOOD DOOR

SD SOAD DISPENSER

SECT SECTION

SF STOREFRONT

SH SHINGLES, SINGLE HUNG (WINDOW)

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SOG SLAB ON GRADE

SPCG SPACING

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK , SOLID SURFACING

SST STAINLESS STEEL, SHOWER SEAT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TR STEEL TRUSS

STN STAIN

STRUCT STRUCTURAL

SUSP SUSPEND

SV SHEET VINYL

SWP SHEET WALL PROTECTION

SYMM SYMMETRICAL

SYNTH SYNTHETIC

T TILE, TREAD

T&G TONGUE AND GROOVE

T/S TUB/SHOWER

TB TOWEL BAR, TACKBOARD

TC TOILET COMPARTMENT

TD TRENCH DRAIN

TER TERRAZZO

THK THICK

TOB TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB, TOP OF STEEL

TOW TOP OF WALL

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TS TUBE STEEL, TRANSITION STRIP

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W WIDE, WEST

WC WALL COVERING

WD WOOD, WOOD DOOR

WDW WINDOW

WP WALL PATTERN, WATERPROOFING

WT WEIGHT, WINDOW TREATMENT

WWF WELDED WIRE FABRIC

STANDARD ABBREVIATIONS

DN DOWN

DP DECORATIVE PANEL

DR DOOR

DS DOWNSPOUT

DWG DRAWING(S)

EHD ELECTRIC HAND DRYER

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EMER EMERGENCY

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FABRIC

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FHC FIRE HOSE CABINET

FIN FINISH

FLASH FLASHING

FLP FLOOR PATTERN

FLR FLOOR

FRP FIBER REINFORCED PLASTIC

FTG FOOTING

FURG C FURRING CHANNEL

FURN FURNACE

FWC FABRIC WALLCOVERING

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR

GFRC GLASS-FIBER REINFORCED

CONCRETE

GL GLASS

GL BLK GLASS BLOCK

GLZ CMU GLAZED CONCRETE MASONRY UNIT

GRFG GLASS-FIBER REINFORCED GYPSUM

GT GROUT

GWH GAS FIRED WATER HEATER

GYP BD GYPSUM WALL BOARD

H HIGH, HATCH (ROOF)

HB HOSE BIB

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

ID INSIDE DIAMETER, INSIDE

DIMENSION

IF INSIDE FACE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INV INVERT

JT JOINT

KD KNOCKED DOWN

KOP KNOCK OUT PANEL

L LONG, ANGLE

LAM LAMINATE(D)

LAV LAVATORY

LH LEFT HAND

LINO LINOLEUM

LKR LOCKER

LL LIVE LOAD, LOW LEVEL

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LVL LEVEL

LVR LOUVER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MBH MOB/BROOM HOLDER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MI MIRROR

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODEL, MODULE, MODULAR

MSB MOP SERVICE BASIN

MT MOUNT

MTL METAL

NDU NEEDLE DISPOSAL UNIT

NIC NOT IN CONTRACT, NOISE ISOLATION

CLASS

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER, OUTSIDE

DIMENSION

OF OUTSIDE FACE

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFD OVERFLOW DRAIN

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OVERHEAD

OH DR OVERHEAD DOOR

OP OPERABLE PARTITION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OS OVERFLOW SCUPPER

PC PORTLAND CEMENT, POINT

OF CURVE, POLYCARBONATE

PCC PRECAST CONCRETE

PERIM PERIMETER

PJ PROJECTOR

PL PLATE, PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PS PROJECTION SCREEN

PSF POUNDS PER SQUARE FOOT

PT PAINT

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER &

RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVG PAVING

R RISER, RADIUS, THERMAL

RESISTANCE (R-VALUE)

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN, ROAD

REF REFERENCE, REFRIGERATOR

REINF REINFORCE

EGRESS PATH SCHEDULE

PATH NAME PATH LENGTH

212'-4"

PATH A 72'-0"

PATH B 82'-7"

PATH C 95'-0 1/2"

PATH D 79'-9 1/2"

PATH E 88'-7 1/2"

PATH F 90'-1"

PATH G 33'-7 1/2"

NO. DATE BY DESCRIPTION

Docusign Envelope ID: 7D320219-65C8-4E94-8022-D65BA8535D11

11 1111111

1 11

11 11

1 1

1 11

1 11 1 1

1 1

11 1111111

1 11

11 11

1 1

1 11

1 11 1 1

1 1

1 11 1 1 1 1 1 1 1 1

1 1

1 11 1

1 1

1 11 1 1 1

11 1

1 11 1 1 1 1 1 1 1 1 1 1 1 1 1

1 11 1 1 1 1 1 1 1 1

1 1

1 11 1

1 1

1 11 1 1 1

11 1

1 11 1 1 1 1 1 1 1 1 1 1 1 1 1

1 11 1 1 1 1 1 1 1 1

1 11

1 11 1 1 1 1 1 1 1 1

1 1

1 11 1

1 1

1 11 1 1 1

11 1

1 11 1 1 1 1 1 1 1 1 1 1 1 1 1

1 11 1 1 1 1 1 1 1 1

109A

131 130

126A

102100

101 103

107107A 108

111A

109 110

121 120 117

122123

109A

131 130

126A

102100

101 103

107107A 108

111A

109 110

121 120 117

122123

016 025 024 017

018 019

023 022 021 020

FEC-3

016 025 024 017

018 019

023 022 021 020

FEC-3

ROOM TO REMAIN FULLY OPPERATIONAL DURING

CONSTRUCTION. SEE GENERAL NOTES AD1.13

CONTRACTOR TO SUBMIT A PROPOSED PHASING PLAN

WITH BID SUBMISSION.

EGRESS PLAN

PATH

PHASING PLAN LEGEND

TEMPORARY TRAVEL PATH 1

NOTE:

1. CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE 3' WIDE CLEAR PATHWAY

WITH PERMANENT OR TEMPORARY EGRESS LIGHTING AT ALL TIMES

THROUGHOUT CONSTRUCTION IN ALL PHASES.

2. CONTRACTOR SHALL CONSTRUCT TEMPORARY 1-HOUR RATED BARRIERS TO

ABUT EXISTING 1-HOUR RATED AREAS IN CORRIDORS. TYP.

3. CONTRACTOR SHALL COORDINATE WITH OWNER FOR SHUTDOWN A MAXIMUM

OF HALF OF PERMANENTLY OCCUPIED SPACE TO COMPLETE WORK WITHIN

THESE ROOMS.

4. EGRESS LIGHTING SHALL BE A MINIMUM OF 1FC AND NOT LESS THAN 0.1FC AT

ALL POINTS ALONG THE EGRESS PATHWAY.

TEMPORARY TRAVEL PATH 2

TEMPORARY TRAVEL PATH 3

PATH

TEMPORARY RATED WALL 1

TEMPORARY RATED WALL 2

TEMPORARY RATED WALL 3

016 025 024 017

018 019

023 022 021 020

FEC-3

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

C O

N S

T R

U C

C U

M E

N T

R A

D F

O R

D V

SEAL

SCALE:

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

PHASING

EGRESS PLANS

G1.02

Scale: 3/32" = 1'-0" D1

FIRST FLOOR PHASING PLAN 1

Scale: 3/32" = 1'-0"

FIRST FLOOR PHASING PLAN 2

Scale: 3/32" = 1'-0" A5

GROUND FLOOR PHASING PLAN 3

Scale: 3/32" = 1'-0"

GROUND FLOOR PHASING PLAN 1

Scale: 3/32" = 1'-0" A3

GROUND FLOOR PHASING PLAN 2

NO. DATE BY DESCRIPTION

TTT

ATS

SAFETY

STORAGE

RADIO ROOM

EVIDENCE

STORAGE

POLICE

RECORDS

ARMORY

SITUATION ROOM

CORRIDOR

INTERVIEW

VESTIBULE

STAIRWAY

CORRIDOR

BREAK ROOM

LOCKER

STORAGE

EMS EXECUTIVE

OFFICE

EMS BEDROOM

P.D. STORAGE

STORAGE

STAIRWAY

ELECTRICAL

ROOM

MECHANICAL

ROOM

024119.38

CORRIDOR

DETECTIVE

ADMIN OFFICE

TOILET SHOWER

EXISTING SUSPENDED ACOUSTICAL

CEILING PANEL, ACP, TO BE DEMOLISHED

EXISTING WALL TO BE DEMOLISHED

EXISTING DOOR TO BE DEMOLISHED

DEMOLITION LEGEND

EXISTING FLOOR (PLAN) OR WALL

(ELEVATION) TO BE DEMOLISHED

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

C O

N S

T R

U C

C U

M E

N T

R A

D F

O R

D V

SEAL

SCALE:

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

GROUND FLOOR

DEMOLITION

PLAN

AD1.11

Scale: 1/4" = 1'-0" A1

GROUND FLOOR DEMOLITION PLAN

0' 4' 8'2'

KEYNOTES PER SHEET

NOTE DESCRIPTION

024119.38 DEMO EXISTING RADIATOR. PATCH AND PREPARE FLOOR

AND WALL FOR NEW FINISHES.

NO. DATE BY DESCRIPTION

COMMUNICATIONS

RECORDS

SERGEANT

EMERGENCY

COMMUNICATIONS

WOMENS TOILET

READY ROOM

126A

STAIRWAY

JAN CLOSET

LOBBY

ENTRY

WAITING ROOM

MENS TOILET

CHIEF OF POLICE

ADMINISTRATION

CAPTAIN

CLOSET

107A

STORAGE ROOM

CONFERENCE

ROOM

CLOSET

111A

CAPTAIN

CLERY

COORDINATOR

EMERGENCY

RESPONSE

OFFICE

MANAGER

STAIRWAY

MENS LOCKER

WOMENS

LOCKER

SERGEANT

LIEUTENANT

SERGEANT

PATROL DIVISION

LIEUTENANT

SERGEANT

024119.36

024119.38

024119.38 024119.38

024119.38

024119.38 024119.38

024119.38

024119.36 3

024119.35 3

2' - 9"

024119.39

2' - 10"

024119.35

024119.39

2' - 1 1/2"

024119.37

024119.39

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

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SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

FIRST FLOOR

DEMOLITION

PLAN

AD1.12

Scale: 1/4" = 1'-0" A1

FIRST FLOOR DEMOLITION PLAN

0' 4' 8'2'

KEYNOTES PER SHEET

NOTE DESCRIPTION

024119.35 DEMO EXISTING INTERIOR WALL. PATCH AND REPAIR

SURROUNDING AREA TO MATCH EXISTING.

024119.36 DEMO EXISTING DOOR.

024119.37 REMOVE EXISTING BIFOLD DOOR. KEEP DOOR, TRACK AND

ALL HARDWARE IS SAFE, AREA FOR REUSE.

024119.38 DEMO EXISTING RADIATOR. PATCH AND PREPARE FLOOR

AND WALL FOR NEW FINISHES.

024119.39 DEMO PORTION OF EXISTING FLOOR FOR MECHANICAL

SHAFT. DIMENSIONS REPRESENT MAXIMUM OPENING.

COORDINATE EXACT SIZE WITH MECHANICAL

NO. DATE BY DESCRIPTION

ELECTRICAL

ROOM

SAFETY

STORAGE

STAIRWAY

INTERVIEW

MECHANICAL

ROOM

RADIO ROOM

CORRIDOR

POLICE

RECORDS

EVIDENCE

ARMORY

SITUATION ROOM

VESTIBULE

DETECTIVE

ADMIN OFFICE

TOILET SHOWER

CORRIDOR

BREAK ROOM

EMS EXECUTIVE

OFFICE

DETECTIVE

CORRIDOR

EMS BEDROOM

P.D. STORAGE

024119.43

STORAGE

024119.43

024119.14 024119.14 024119.14

024119.14

024119.14 024119.14 024119.14

024119.14 024119.14

024119.14

024119.39

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

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SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

GROUND FLOOR

DEMOLITION RCP

AD1.13

Scale: 1/4" = 1'-0" A1

GROUND FLOOR DEMOLITION RCP

0' 4' 8'2'

KEYNOTES PER SHEET

NOTE DESCRIPTION

024119.39 DEMO PORTION OF EXISTING FLOOR FOR MECHANICAL

SHAFT. DIMENSIONS REPRESENT MAXIMUM OPENING.

COORDINATE EXACT SIZE WITH MECHANICAL

024119.43 REMOVE LIGHTS. SEE ELECTRICAL FOR MORE INFO.

NO. DATE BY DESCRIPTION

COMMUNICATIONS

RECORDS

SERGEANT

EMERGENCY

COMMUNICATIONS

WOMENS TOILET

READY ROOM

126A

STAIRWAY

JAN CLOSET

LOBBY

ENTRY

WAITING ROOM

MENS TOILET

CHIEF OF POLICE

ADMINISTRATION

CAPTAIN

CLOSET

107A

STORAGE ROOM

CONFERENCE

ROOM

CLOSET

111A

CAPTAIN

CLERY

COORDINATOR

EMERGENCY

RESPONSE

OFFICE

MANAGER

STAIRWAY

MENS LOCKER

WOMENS

LOCKER

SERGEANT

LIEUTENANT

SERGEANT

PATROL DIVISION

LIEUTENANT

SERGEANT

A2.01

024119.42

024119.43

024119.42

HARD CEILING

TO REMAIN.

PATCH AS

REQUIRED

024119.14

024119.14024119.14

024119.14

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

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DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

FIRST FLOOR

DEMOLITION RCP

AD1.14

Scale: 1/4" = 1'-0" A1

FIRST FLOOR DEMOLITION RCP

0' 4' 8'2'

KEYNOTES PER SHEET

NOTE DESCRIPTION

024119.42 DEMO PORTION OF CEILING

024119.43 REMOVE LIGHTS. SEE ELECTRICAL FOR MORE INFO.

NO. DATE BY DESCRIPTION

AD2.01

2' - 4" 2' - 5"

V.I.F.

+/- 10'-6"

V .I .F

' 9

-1 /2

024119.39 024119.39

024119.39

+/- 5 1/2"

024119.44

ESTIMATED LOCATION

OF ROOF DRAIN. V.I.F.

ESTIMATED LOCATION

OF ROOF DRAIN. V.I.F.

V.I.F.

+/- 7"

2' - 6"

ALIGN

V.I.F.

V .I .F

LOCATION OF NEW

RTU. SEE MECHANICAL

024119.45

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

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TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

CLERESTORY &

ROOF

DEMOLITION

PLAN

AD1.15

Scale: 1/4" = 1'-0" A1

CLERESTORY & ROOF DEMOLITION PLAN

0' 4' 8'2'

KEYNOTES PER SHEET

NOTE DESCRIPTION

024119.39 DEMO PORTION OF EXISTING FLOOR FOR

MECHANICAL SHAFT. DIMENSIONS REPRESENT

MAXIMUM OPENING. COORDINATE EXACT SIZE WITH

MECHANICAL

024119.44 REMOVE EXISTING CRICKET.

024119.45 SEE NEW WORK FOR CRICKET LOCATION AND

INFORMATION.

NO. DATE BY DESCRIPTION

DEMOLITION PLAN GENERAL NOTES

1. VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID SUBMISSION.

DISCREPANCIES BETWEEN CONSTRUCTION INDICATED ON DRAWINGS AND

ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO ARCHITECT’S ATTENTION

IMMEDIATELY IN WRITING.

2. DEMOLISHED ITEMS NOT INDICATED TO BE “DELIVERED TO OWNER” OR “TO BE

RELOCATED” SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE UNLESS

THEY ARE TO BE USED FOR REQUIRED PATCHING AND INFILLING OF EXISTING

CONSTRUCTION THAT IS TO REMAIN. NO OTHER DEMOLISHED ITEMS SHALL BE

STORED ON SITE.

3. DEMOLISHED ITEMS NOTED AS “DELIVER TO OWNER” OR “TO BE RELOCATED”

SHALL BE REMOVED OR DISASSEMBLED IN SUCH A MANNER THAT WILL NOT

DAMAGE THE ITEM AND PREVENT IT FROM BEING RELOCATED. REPAIR OR

REPLACE SUCH ITEMS, IF DAMAGED. NOTIFY OWNER’S REPRESENTATIVE

IMMEDIATELY IF DAMAGE HAS OCCURRED, AND SUBMIT A REPAIR SOLUTION TO

ARCHITECT FOR REVIEW.

4. TEMPORARILY STORE ITEMS INDICATED AS “DELIVER TO THE OWNER” IN

ONSITE LOCATION, DESIGNATED BY THE OWNER. OWNER SHALL MOVE

ITEM(S), AS NECESSARY, TO NOT HINDER OR DELAY PERFORMANCE OF WORK

IN AREA.

5. TEMPORARILY STORE ITEMS INDICATED AS “TO BE RELOCATED OR REUSED” IN

LOCATION ONSITE AND PROTECT ITEMS FROM DAMAGE PRIOR TO

INSTALLATION IN NEW LOCATION.

6. ITEMS INDICATED “TO REMAIN” THAT ARE DAMAGED DURING THE

PERFORMANCE OF THE DEMOLITION WORK. SUCH DAMAGE SHALL BE

REPORTED TO OWNER’S REPRESENTATIVE IMMEDIATELY, AND SUBMIT A

REPAIR SOLUTION TO ARCHITECT FOR REVIEW.

7. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION WORK IN EACH

AREA OF DEMOLITION. EXISTING CONSTRUCTION IN AREAS ADJACENT TO

DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ORIGINAL

EXISTING CONDITION AS REQUIRED TO PROVIDE FOR NEW CONSTRUCTION

WORK IN AREA OF DEMOLITION.

8. ITEMS INDICATED TO BE REMOVED BY OWNER SHALL BE COMPLETED PRIOR TO

COMMENCEMENT OF WORK.

9. AT LOCATIONS WHERE A PORTION OF EXISTING CONSTRUCTION IS TO BE

REMOVED AND PREPARED FOR NEW INFILL CONSTRUCTION, OR AN OPENING IN

A WALL, ROOF, OR FLOOR IS CREATED BY DEMOLITION WORK, CONSTRUCT

INFILL WITH SAME MATERIALS AND METHOD OF CONSTRUCTION AS EXISTING

ADJACENT CONSTRUCTION, UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL

DRAWINGS FOR INFILL CONSTRUCTION. INFILL CONSTRUCTION SHALL

SMOOTHLY BUTT ADJACENT SURFACES AND MATCH THE FINISH, U.N.O.

10. AT LOCATIONS WHERE AN ITEM IS TO BE REMOVED FROM A SURFACE THAT IS

TO REMAIN, PATCH AND REPAIR EXISTING SURFACE TO MATCH EXISTING

ADJACENT SURFACE, UNLESS INDICATED OTHERWISE.

11. EXISTING ITEMS ANCHORED TO CONSTRUCTION THAT IS INDICATED TO BE

DEMOLISHED SHALL BE CONSIDERED A PART OF DEMOLISHED CONSTRUCTION

AND SHALL BE DEMOLISHED WITH THE INDICATED CONSTRUCTION, UNLESS

NOTED OTHERWISE.

12. IN CONDITIONS WHERE A WALL OR FLOOR FINISH IS DEMOLISHED CREATING A

DISSIMILAR ELEVATION IN ADJACENT FLOOR FINISHES, INSTALL AN APPROVED

LEVELING MATERIAL TO BRING LOWER FLOOR FINISH ELEVATION UP TO AN

ELEVATION FLUSH WITH ADJACENT FLOOR.

13. CONSTRUCT TEMPORARY DUST PARTITIONS TO CONTAIN DEMOLITION WORK

AND PREVENT CONSTRUCTION DUST FROM ENTERING ADJACENT EXISTING

CONSTRUCTION. SUBMIT LOCATIONS OF THESE PARTITIONS FOR APPROVAL BY

OWNER’S REPRESENTATIVE. PARTITION LOCATIONS SHALL NOT IMPEDE OR

HINDER EMERGENCY EGRESS FROM BUILDING. REFER TO SPECIFICATIONS FOR

CONSTRUCTION OF DUST PARTITIONS. SEE MECHANICAL PLANS FOR

ADDITINAL INFORMATION.

14. RETAIN DEMOLISHED MATERIALS AS NEEDED FOR INFILLING OPENINGS IN

EXISTING CONSTRUCTION SO THAT FINISH MATERIALS WILL PROPERLY ALIGN

WITH EXISTING AND MATCH THE EXISTING FINISH. IF DEMOLISHED MATERIALS

ARE NOT SALVAGEABLE, NOTIFY OWNER’S REPRESENTATIVE, SO THAT

ALTERNATE SOLUTIONS MAY BE DETERMINED.

15. IF EXISTING CONSTRUCTION IS REVEALED NOT CONSTRUCTED OR FINISHED IN

A MANNER THAT MATCHES ADJACENT SURFACES, PATCH AREA AS NECESSARY

WITH APPROPRIATE MATERIALS AND METHODS OF CONSTRUCTION TO MATCH

EXISTING ADJACENT FINISH, OR PREPARE SURFACE FOR INSTALLATION OF

NEW FINISH. CONTACT OWNER’S REPRESENTATIVE AS SOON AS POSSIBLE SO

THAT CONCEALED CONSTRUCTION MAY BE IDENTIFIED AND SCOPE OF

POSSIBLE ADDITIONAL WORK DETERMINED.

16. WHEN EXISTING SURFACE IS INDICATED TO BE “PATCHED AND REPAIRED” OR

“PREPARED” TO RECEIVE NEW FINISH MATERIAL, PROVIDE A CONSTRUCTION

SURFACE THAT IS CAPABLE OF RECEIVING NEW FINISH MATERIAL.

17. WHEN THE TERM ‘ENTIRETY’ IS DIRECTED TO A SPECIFIC ITEM OR ASSEMBLY,

DEMOLISH AND REMOVE IDENTIFIED ITEM AND ASSOCIATED CONSTRUCTION

PERTINENT TO THE ITEM, INCLUDING, BUT NOT LIMITED TO UNDERGROUND

AND CONCEALED CONSTRUCTION, SUCH AS FOOTINGS AND FOUNDATIONS,

SEWER, PLUMBING, AND ELECTRICAL WORK. THIS DEMOLITION WORK SHALL

BE COORDINATED WITH THE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL,

ELECTRICAL, AND TECHNOLOGY DRAWINGS.

ROOF

21' - 6"

C D E

+/- 6' - 10 7/8"

+/- 5 1/2"

1' - 0"

024119.31 024119.31.01

024119.33

1' - 0"

024119.41

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

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TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

DEMOLITION

ELEVATION,

NOTES, AND

LEGENDS

AD2.01

Scale: 1/4" = 1'-0" D3

CLEARSTORY DEMOLITION ELEVATION

0' 4' 8'2'

KEYNOTES PER SHEET

NOTE DESCRIPTION

024119.31 REMOVE EXISTING GLAZING. LEAVE FRAME FOR BLANK OFF PANEL.

024119.31.01 REMOVE EXISTING GLAZING AND FRAME.

024119.33 REMOVE EXISTING WALL SYSTEM AS REQUIRED FOR NEW

STRUCTURAL AND DUCT INSTALLATION.

024119.41 REMOVE PORTION OF FASCIA FOR MASONRY AND STRUCTURAL

WORK. KEEP IN SAFE PLACE FOR REUSE. IF UNABLE TO REUSE.

CONTRACTOR SHALL REPLACE WITH SIMILAR.

NO. DATE BY DESCRIPTION

TTT

ATS

T C

B C D E F G

SAFETY

STORAGE

RADIO ROOM

EVIDENCE

STORAGE

POLICE

RECORDS

ARMORY

SITUATION ROOM

CORRIDOR

INTERVIEW

DETECTIVE

ADMIN OFFICE

TOILET SHOWER

VESTIBULE

STAIRWAY

CORRIDOR

BREAK ROOM

LOCKER

STORAGE

EMS EXECUTIVE

OFFICE

EMS BEDROOM

P.D. STORAGE

STORAGE

STAIRWAY

MECHANICAL

ROOM

ELECTRICAL

ROOM

096813.02

096813.03

DIMENSION PLAN GENERAL NOTES

1. INTERIOR DIMENSIONS ARE TO FACE OF METAL STUD AND TO

CENTERLINES OF COLUMNS, U.N.O.

2. REFER TO CODE PLANS FOR GRAPHIC REPRESENTATION AND U.L.

DESIGNS OF RATED WALLS AND SMOKE PARTITIONS.

3. EXTEND PARTITIONS TO UNDERSIDE OF STRUCTURE/DECK, U.N.O.

4. FINAL WALL PREP REQUIREMENTS ARE BASED ON THE

SPECIFICATIONS.

5. SEE PLANS AND DETAIL PLANS FOR CHASE DIMENSIONS.

6. REFER TO DETAIL PLANS AND SECTIONS FOR FURTHER

DESCRIPTION OF INTERIOR PARTITIONS.

7. REFER TO SHEET A2.02 FOR WALL PARTITION TYPES AND

ASSEMBLIES.

8. REFER TO SHEET G1.01 AND A2.02 FOR FIRE-RATED WALL

ASSEMBLY NUMBERS.

NEW DOOR EXISTING DOOR EXISTING DOOR

TO BE DEMOLISHED

STANDARD DRAFTING SYMBOLS

FINISH LEGEND

CARPET

MANUFACTURER: SHAW CONTRACT

COLLECTION: TRUE COLORS ULTRALOC BACKING

TYPE: BROADLOOM

COLOR: LAVA 00549

VCT

MANUFACTURER: ARMSTRONG - STANDARD EXCELON

COLOR: CIRQUE WHITE 52513

FINISH PLAN GENERAL NOTES

1. FINISH INDICATES ENTIRE SURFACE, U.N.O.

2. FINISH ON SOFFITS INDICATES ENTIRE FACE AND BOTTOM, U.N.O.

3. WALLS AND SOFFITS TO BE P1, TO MATCH EXISTING WALLS AND

SOFFITS.

4. HOLLOW METAL FRAMES TO BE PAINTED TO MATCH EXISTING.

5. GYP. BD. CEILINGS TO BE PAINTED TO MATCH EXISTING U.N.O.

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

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D V

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SCALE:

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

GROUND FLOOR

ANNOTATON &

DIMENSION PLAN

A1.11

Scale: 1/4" = 1'-0" A1

GROUND FLOOR ANNOTATION & DIMENSION PLAN

0' 4' 8'2'

KEYNOTES PER SHEET

NOTE DESCRIPTION

096813.02 CONTRACTOR TO CLEAN AREA WHERE RADIATOR WAS

REMOVED. IF VCT, CLEAN AND WAX. IF CARPET, CLEAN

FIRST. IF CONDITIONS PROVES TO BE ACCEPTABLE BY

OWNER THEN LEAVE AS IS. IF CONDITION IS NOT

ACCEPTABLE BY OWNER, CONTRACTOR TO REPLACE

CARPET, VCT AND BASEBOARD. SEE LEGEND FOR

INFORMATION. TYP.

096813.03 CONTRACTOR TO PATCH WALLS BEHIND RADIATOR AND

PAINT ENTIRE WALL TO MATCH EXISTING.

NO. DATE BY DESCRIPTION

B C D E F GA

COMMUNICATIONS

RECORDS

SERGEANT

EMERGENCY

COMMUNICATIONS

WOMENS TOILET

READY ROOM

126A

STAIRWAY

JAN CLOSET

LOBBY

ENTRY

WAITING ROOM

MENS TOILET

CHIEF OF POLICE

ADMINISTRATION

CAPTAIN

CLOSET

107A

STORAGE ROOM

CONFERENCE

ROOM

CLOSET

111A

CAPTAIN

CLERY

COORDINATOR

EMERGENCY

RESPONSE

OFFICE

MANAGER

STAIRWAY

MENS LOCKER

WOMENS

LOCKER

SERGEANT

LIEUTENANT

SERGEANT

PATROL DIVISION

LIEUTENANT

SERGEANT

S301-

2' - 4"

S811-

ALIGNALIGN

ALIGN

NEW

MECHANICAL

CHASE

NEW

MECHANICAL

CHASE

NEW

MECHANICAL

CHASE

NEW

MECHANICAL

CHASE

NEW

MECHANICAL

CHASE

096813.02 096813.02

096813.02

096813.02 096813.02

096813.02

096813.02 096813.02 096813.02

096813.02 096813.02

096813.02

096813.03

096813.03 096813.03

096813.03

096813.03 096813.03 096813.03 096813.03 096813.03

096813.03 096813.03 096813.03

096813.03

081113.02

S201-

1 HR

C411-

34"

4 5/8"

39"

S301-

S302-

S301-

081113.01

081113.02

S301-

081113.01

081113.02

NEW

MECHANICAL

CHASE

S301-

FINISH LEGEND

CARPET

MANUFACTURER: SHAW CONTRACT

COLLECTION: TRUE COLORS ULTRALOC BACKING

TYPE: BROADLOOM

COLOR: LAVA 00549

VCT

MANUFACTURER: ARMSTRONG - STANDARD EXCELON

COLOR: CIRQUE WHITE 52513

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

C O

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SCALE:

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

FIRST FLOOR

ANNOTATION &

DIMENSION PLAN

A1.12

Scale: 1/4" = 1'-0" A1

FIRST FLOOR ANNOTATION & DIMENSION PLAN

0' 4' 8'2'

KEYNOTES PER SHEET

NOTE DESCRIPTION

081113.01 REUSE EXISTING SINGLE SIDE BIFOLD DOOR, FRAME AND

HARDWARE. CENTER ON CLOSET. MODIFY TRACK TO FIT

NEW OPENING. CLEAN AND REPAINT.

081113.02 PROVIDE 24"X24" ACCESS PANEL. SEE MECH FOR

ADDITIONAL INFO.

096813.02 CONTRACTOR TO CLEAN AREA WHERE RADIATOR WAS

REMOVED. IF VCT, CLEAN AND WAX. IF CARPET, CLEAN

FIRST. IF CONDITIONS PROVES TO BE ACCEPTABLE BY

OWNER THEN LEAVE AS IS. IF CONDITION IS NOT

ACCEPTABLE BY OWNER, CONTRACTOR TO REPLACE

CARPET, VCT AND BASEBOARD. SEE LEGEND FOR

INFORMATION. TYP.

096813.03 CONTRACTOR TO PATCH WALLS BEHIND RADIATOR AND

PAINT ENTIRE WALL TO MATCH EXISTING.

NO. DATE BY DESCRIPTION

1 1

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0" APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

SAFETY

STORAGE

MECHANICAL

ROOM

RADIO ROOM

EVIDENCE

STORAGE

POLICE

RECORDS

ARMORY

SITUATION ROOM

CORRIDOR

INTERVIEW

DETECTIVE

ADMIN OFFICE

TOILET SHOWER

VESTIBULE

STAIRWAY

CORRIDOR

SAFETY

STORAGE

BREAK ROOM

LOCKER

STORAGE

EMS EXECUTIVE

OFFICE

EMS BEDROOM

P.D. STORAGE

STORAGE

STAIRWAY

ELECTRICAL

ROOM

A2.01

4' - 3" 2' - 10"

GYP

7' - 8"

NOTE: SEE MEP FOR LOCATION OF NEW LIGHTS, DIFFUSERS, AND RETURNS.

DUCT PENETRATION AND

FIRE DAMPER LOCATION,

TYPICAL

COORDINATE WITH

MECHANICAL

RECESSED LIGHT

FIXTURE

SUPPLY DIFFUSER

RETURN DIFFUSER

EXIT SIGN

EMERGENCY LIGHT

RECESSED LIGHT FIXTURE

CEILING LEGEND

SUSPENDED

ACOUSTICAL PANEL

CEILING (APC-#)

GYPSUM BOARD

CEILING (GYP BD-#)

STRIP FIXTURE

EXHAUST AIR DEVICE

NOTE: FOR MEPFP DEVICES, REFER TO MEPFP DRAWINGS.

APC-X

8' - 0"

CEILING TYPE

CEILING HEIGHT

CEILING PLAN GENERAL NOTES

1. ELECTRICAL, MECHANICAL, AND TECHNOLOGY FIXTURES AND DEVICES

ARE SHOWN FOR REFERENCE AND TO COORDINATE

PLACEMENT. REFER TO ENGINEERING DRAWINGS FOR INFORMATION

REGARDING TYPE AND OTHER FIXTURE AND DEVICE INFORMATION.

2. ESTABLISH PRE-INSTALLATION MEETING WITH ARCHITECT TO REVIEW

STARTING POINT OF CEILING GRID IN EACH AREA/ROOM.

3. SUBMIT A REFLECTED CEILING PLAN COORDINATION DRAWING TO

ARCHITECT AFTER COORDINATING LAYOUT WITH OTHER TRADES PRIOR

TO COMMENCING CEILING WORK.

4. GYPSUM CEILING TO BE PAINTED.

5. EXPOSED STRUCTURE, MECHANICAL, ELECTRICAL, AND FIRE

PROTECTION COMPONENTS ARE TO BE PAINTED, U.N.O.

6. CEILING HEIGHTS SHOWN ON REFLECTED CEILING PLANS ARE FROM

FINISHED FLOOR OF PLAN SHOWN.

7. COORDINATE LOCATION OF ACCESS PANELS WITH

MECHANICAL/ELECTRICAL CONTRACTORS.

8. IN ROOMS WITH EXPOSED CEILINGS, MOUNT LIGHT FIXTURES TO

UNDERSIDE OF STRUCTURE. OTHER MEP/FP ITEMS TO MAINTAIN A

MINIMUM CLEARANCE OF 9'-0" A.F.F.

9. SEE ELECTRICAL LIGHTING PLANS FOR EMERGENCY LIGHT FIXTURE

LOCATIONS.

10. CONTRACTOR TO COORDINATE CEILING FIXTURE LOCATIONS WITH

ABOVE-CEILING WORK TO AVOID CONFLICTS.

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

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SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

GROUND FLOOR

REFLECTED

CEILING PLAN

A1.13

Scale: 1/4" = 1'-0" A1

GROUND REFLECTED CEILING PLAN

0' 4' 8'2'

NO. DATE BY DESCRIPTION

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 9"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

APC-Y

8' - 0"

NOTE: SEE MEP FOR LOCATION OF NEW LIGHTS, DIFFUSERS, AND RETURNS.

COMMUNICATIONS

RECORDS

131 SERGEANT

EMERGENCY

COMMUNICATIONS

WOMENS TOILET

READY ROOM

126A

STAIRWAY

JAN CLOSET

LOBBY

ENTRY

WAITING ROOM

MENS TOILET

CHIEF OF POLICE

ADMINISTRATION

CAPTAIN

CLOSET

107A

STORAGE ROOM

CONFERENCE

ROOM

CLOSET

111A

CAPTAIN

CLERY

COORDINATOR

EMERGENCY

RESPONSE

OFFICE

MANAGER

STAIRWAY

MENS LOCKER

WOMENS

LOCKER

SERGEANT

LIEUTENANT

SERGEANT

PATROL DIVISION

LIEUTENANT

SERGEANT

A2.01

APC-Y

8' - 0"

GYP

8' - 0"

GYP

8' - 0"

099123.08

APC-Y

8' - 0"

GYP

7' - 0"GYP

7' - 0"

GYP

7' - 0"

APC-Y

8' - 0"

GYP

7' - 2 1/2"

CEILING PLAN GENERAL NOTES

1. ELECTRICAL, MECHANICAL, AND TECHNOLOGY FIXTURES AND DEVICES

ARE SHOWN FOR REFERENCE AND TO COORDINATE

PLACEMENT. REFER TO ENGINEERING DRAWINGS FOR INFORMATION

REGARDING TYPE AND OTHER FIXTURE AND DEVICE INFORMATION.

2. ESTABLISH PRE-INSTALLATION MEETING WITH ARCHITECT TO REVIEW

STARTING POINT OF CEILING GRID IN EACH AREA/ROOM.

3. SUBMIT A REFLECTED CEILING PLAN COORDINATION DRAWING TO

ARCHITECT AFTER COORDINATING LAYOUT WITH OTHER TRADES PRIOR

TO COMMENCING CEILING WORK.

4. GYPSUM CEILING TO BE PAINTED.

5. EXPOSED STRUCTURE, MECHANICAL, ELECTRICAL, AND FIRE

PROTECTION COMPONENTS ARE TO BE PAINTED, U.N.O.

6. CEILING HEIGHTS SHOWN ON REFLECTED CEILING PLANS ARE FROM

FINISHED FLOOR OF PLAN SHOWN.

7. COORDINATE LOCATION OF ACCESS PANELS WITH

MECHANICAL/ELECTRICAL CONTRACTORS.

8. IN ROOMS WITH EXPOSED CEILINGS, MOUNT LIGHT FIXTURES TO

UNDERSIDE OF STRUCTURE. OTHER MEP/FP ITEMS TO MAINTAIN A

MINIMUM CLEARANCE OF 9'-0" A.F.F.

9. SEE ELECTRICAL LIGHTING PLANS FOR EMERGENCY LIGHT FIXTURE

LOCATIONS.

10. CONTRACTOR TO COORDINATE CEILING FIXTURE LOCATIONS WITH

ABOVE-CEILING WORK TO AVOID CONFLICTS.

RECESSED LIGHT

FIXTURE

SUPPLY DIFFUSER

RETURN DIFFUSER

EXIT SIGN

EMERGENCY LIGHT

RECESSED LIGHT FIXTURE

CEILING LEGEND

SUSPENDED

ACOUSTICAL PANEL

CEILING (APC-#)

GYPSUM BOARD

CEILING (GYP BD-#)

STRIP FIXTURE

EXHAUST AIR DEVICE

NOTE: FOR MEPFP DEVICES, REFER TO MEPFP DRAWINGS.

APC-X

8' - 0"

CEILING TYPE

CEILING HEIGHT

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

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TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

FIRST FLOOR

REFLECTED

CELIING PLAN

A1.14

Scale: 1/4" = 1'-0" A1

FIRST FLOOR REFLECTED CEILING PLAN

0' 4' 8'2'

KEYNOTES PER SHEET

NOTE DESCRIPTION

099123.08 CONTRACTOR TO PATCH ALL HOLES FROM PREVIOUS

EQUIPMENT AND REMOVED LIGHT FIXTURES. PAINT ENTIRE

CEILING.

NO. DATE BY DESCRIPTION

ROOF PLAN GENERAL NOTES

1. REFER TO DEMOLITION DRAWINGS FOR DEMOLITION AND

SELECTIVE DEMOLITION OF ROOF, ROOFING SYSTEM, AND

ROOF EDGE ASSEMBLY.

2. TAPERED INSULATION (TAPERED, CRICKETS, SADDLES) TO BE

1/4" PER FOOT MINIMUM TO ROOF DRAINS OR SCUPPERS, AS

INDICATED.

3. SHOP DRAWING OF TAPERED INSULATION SHALL ACCOUNT

FOR CAMBER IN STRUCTURE TO INSURE POSITIVE DRAINAGE.

4. AT PENETRATIONS, PROVIDE CRICKETS AS REQUIRED FOR

POSITIVE DRAINAGE.

5. ROOF FLASHING DETAILS ARE GENERIC AND WILL NEED TO BE

FINALIZED DURING SHOP DRAWING SUBMITTALS BASED ON THE

ROOFING MANUFACTURER'S STANDARD DETAILS.

6. EPDM ROOF WARRENTY TO BE MAINTAINED. SEE

SPECIFICATIONS.

EXISTING ROOF DRAIN

ROOF PLAN LEGEND

ERD

ROOF SLOPE DIRECTION

NEW CRICKET

HIGH POINT

LOW POINT

SLOPE

X"/1'-0" MIN.

MECHANICAL EQUIPMENT,

REFER TO MECHANICAL DWG'S

EXISTING SLOPE

B C D E F GA

A2.01

ESTIMATED LOCATION

OF ROOF DRAIN. V.I.F.

PROVIDE NEW CRICKETS

AT NEW OPENINGS AND

ROOF CURB

ESTIMATED EXISTING

DIRECTION OF ROOF SLOPE

ESTIMATED EXISTING

DIRECTION OF ROOF SLOPE

NEW RTU. SEE

MECHANICAL

ESTIMATED LOCATION

OF ROOF DRAIN. V.I.F.

A2.01

HPHP

HPHPHP

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

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TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

CLERESTORY &

ROOF

ANNOTATION &

DIMENSION PLAN

A1.15

0' 4' 8'2' Scale: 1/4" = 1'-0"

CLERESTORY & ROOF ANNOTATION & DIMENSION PLAN

NO. DATE BY DESCRIPTION

1 1

1 11 11 1

FIRST FLOOR

11' - 0"

UL SYSTEM NO. I515

C411-F

C411-C411-

PROVIDE UL LISTED FIRE DAMPER

AT ALL DUCT PENETRATIONS IN

BASEMENT (COORDINATE WITH

MECHANICL) SET BOTTOM OF CHASE AS

HIGH AS DUCTS ALLOW

EXISTING 1 HR RATED CAST-

IN-PLACE REINFORCED

CONCRETE SLAB

SEE PROJECT MANUAL FOR UL SYSTEM REPORTS

5 5

FIRE RATED JOINT

SYSTEM: UL HW-

S-0009

1. ALL METAL STUD & FURRED PARTITIONS TO RECEIVE SOUND ATTENUATION BLANKET FULL

WIDTH OF STUD AND FULL HEIGHT OF WALL TO UNDERSIDE OF STRUCTURE/DECK, U.N.O. IN

FIRE-RATED PARTITIONS, USE SOUND ATTENUATION FIRE BLANKET.

2. SEE PLANS AND DETAIL PLANS FOR CHASE DIMENSIONS. WITHIN CHASE WALLS, USE 4" C-H

STUDS MIN.

3. INTERIOR DIMENSIONS ARE TO FACE OF METAL STUD, U.N.O.

4. REFER TO DETAIL DRAWINGS AND SPECIFICATION FOR LOCATIONS AND INFORMATION ON

THE VARIOUS TYPES OF GYPSUM BOARD.

5. FINAL WALL PREP REQUIREMENTS BASED ON FINISH SHOWN IN THE ROOM FINISH SCHEDULE

AND WITH THE SPECIFICATIONS.

6. REFER TO DETAIL PLANS AND SECTIONS FOR FURTHER DESCRIPTION OF INTERIOR

PARTITIONS.

7. REFER TO FINISH DRAWINGS AND SCHEDULES FOR WALL MATERIAL AND FINISHES.

8. LABEL ALL NEW FIRE RATED WALLS IN ACCORDANCE WITH VCC SECTION 703.7.

9. REFER TO M6.01 AND E5.01 LIFE-SAFETY PENETRATION SCHEDULES AND SPEC SEC. 078413

FOR FIRE STOPPING SYSTEMS.

METAL STUD

S411-S

WALL MATERIAL

IDENTIFIER

WALL WIDTH

# OF LAYERS (GWB, CEMENT

BOARD, WOOD) ON SIDE 1

# OF LAYERS (GWB, CEMENT

BOARD, WOOD) ON SIDE 2

WALL HEIGHT IDENTIFIER

OTHER MODIFIERS

TAG LEADER

S = METAL STUD C = C-H STUD

INTERIOR PARTITION LEGEND

SHOWS A ROUNDED VALUE FOR THE WIDTH OF THE STRUCTURAL PORTION OF THE WALL.

WALL MATERIAL IDENTIFIER & WIDTH:

SHOWS A VALUE FOR THE NUMBER OF LAYERS OF GWB ON EACH SIDE OF THE STUD. A '0'

INDICATES ZERO LAYERS OF GWB. WHERE A WALL ONLY HAS GWB ON ONE SIDE, IT IS ALWAYS

ON THE EXPOSED SIDE.

# OF GYP. WALL BD. LAYERS ON SIDE 1 & 2:

(METAL STUD WALL ONLY)

- (DASH) = TO STRUCTURE

A = TO 6" ABOVE CEILING OR ONE FULL COURSE ABOVE CEILING (CMU)

WALL HEIGHT IDENTIFIER:

F = FIRE RATED WALL (COORDINATE WITH CODE COMPLIANCE PLAN FOR RATING AND UL

DESIGNATION)

OTHER MODIFIERS:

S3: 3 5/8" METAL STUD

S8: 8" METAL STUD

GENERAL NOTES:

C4: 4" C-H STUD

WALL TYPE WIDTH NOTES

METAL STUDS AT 16" O.C.

FIBERGLASS INSULATION,

COMPLETELY FILL STUD

CAVITY

HEAD

PLAN

BASE

FFL.

CEILING SYSTEM -

REFER TO REFLECTED

CEILING PLAN FOR

MATERIAL AND HEIGHT

S_11-( )

METAL STUD (S) TO STRUCTURE

REFER BELOW

WIDTH

REFER TO A-100s FOR

FINISHES

ONE LAYER OF TYPE "X"

5/8" GYPSUM BOARD -

EACH SIDE

COMPLETELY FILL VOID AT

STC RATED WALLS

~ REFER TO G1.01

UNDERSIDE OF

STRUCTURE

MODIFIER REFER TO

DIMENSION PLANS

UL# 419 (1 HR) @ RATED CONDITIONS REFER TO UL RATED DETAILS.

FIRE RATED JOINT

SYSTEM

(UL HW-D-0016) or

(UL HW-D-0264)

WALL TYPE WIDTH NOTESWALL TYPE WIDTH

METAL STUDS AT 16" O.C.

FIBERGLASS INSULATION,

COMPLETELY FILL STUD

CAVITY

HEAD

PLAN

BASE

FFL.

CEILING SYSTEM -

REFER TO REFLECTED

CEILING PLAN FOR

MATERIAL AND HEIGHT

S_01-( )

METAL STUD (S) TO STRUCTURE

REFER BELOW

WIDTH

REFER TO A-100s FOR

FINISHES

ONE LAYER OF TYPE "X"

5/8" GYPSUM BOARD

COMPLETELY FILL VOID AT

STC RATED WALLS

~ REFER TO G1.01

UNDERSIDE OF

STRUCTURE

S201- 1-5/8"

MODIFIER REFER TO

DIMENSION PLANS

INTERIOR PARTITION TYPES

HEAD

PLAN

BASE

FFL.

WALL TYPE WIDTH NOTES

"C-H" STUDS AT 24"

O.C.

1" THICK GYP BRD

LINER PANEL

TERMINATE C-H

STUDS 1/2" MAX.

BELOW J RUNNER.

J SHAPED RUNNER

FFL. OR TOM.

"C-H" STUDS

STL FASTENERS

REFER BELOW

WIDTH

M A

WALL TYPE WIDTH NOTES

C_11-( )

C-H STUD (H)SHAFTWALL TO STRUCTURE

UNDERSIDE OF

STRUCTURE

FFL.

1 LAYER 5/8" TYPE

"X" GYPSUM BOARD

REFER TO A-100s FOR

FINISHES

MODIFIER REFER TO

DIMENSION PLANS

FIBERGLASS INSULATION,

COMPLETELY FILL STUD

CAVITY

C411- 4" C-H STUD"

S301- 3-5/8"

S811- 8"

S302- 4-7/8"

C411-F 4" C-H STUD" SOFFIT

MINERAL WOOL FIRE

SAFING AT RATED

PARTITIONS

FIRE RATED JOINT

SYSTEM

(UL HW-D-0341)

UL RATED JOINT SYSTEM

ROOF

21' - 6"

C D E F

051200.01

042614

A2.01 076200.18055213.03

A2.01

ROOF

21' - 6"

076200.06

061000.22

SEE MEP FOR DUCT

INFORMATION

EXISTING ROOF

076200.06

075423.02.01

055213.03.01

051200.01

072100.04

055213.04

092900

072100.01

042614

ROOF

21' - 6"

MEP ROOF

21' - 0"

055213.03.01

061000.12

076200.12

055213.03.01

061000.12

076200.12

NEW DUCT SEE MECH

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

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TITLE

DRAWN BY

DATE

SHEET NO.

DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

DEB APPROVAL

A L L E

N B

H V

A C

R E

N O

V A

STATE BUILDING OFFICAL

4 11/14/25 REMOVE MECH ROOM

3 12/08/24 DEB COMMENTS

2 10/03/24 DEB COMMENTS

1 07/15/24 DEB COMMENTS

5 12/17/25 DEB COMMENTS

6 01/22/26 DEB COMMENTS

ELEVATIONS,

DETAILS,

PARTITION TYPES

A2.01

Scale: 1/2" = 1'-0" B2

DETAIL SECTION

Scale: 1/4" = 1'-0" A1

CLEARSTORY ELEVATION

0' 4' 8'2'

0' 2' 4'1'

Scale: 1" = 1'-0" A5

SECTION THROUGH MASONRY

0' 12" 24"6"

Scale: 1" = 1'-0" A3

SECTION THROUGH BLANK OFF PANEL

0' 12" 24"6"

KEYNOTES PER SHEET

NOTE DESCRIPTION

042614 PATCH CMU AND MASONRY VENEER AROUND NEW OPENING

051200.01 STRUCTURAL STEEL FRAMING - REFER TO STRUCT. DWG'S

055213.03 INSULATED BLANK OFF PANEL.

055213.03.01 MECH. CONTRACTOR TO PROVIDE A DOUBLE WALL R-13 INSULATION SHEET METAL

PANEL THAT IS SIZED FOR THE OPENING WITH A HOLE FOR THE DUCT TO

PENETRATE. THE PANEL TO HAVE FLANGES AROUND THE PERIMETER TO ALLOW

FOR SECURING TO THE ADJACENT CONSTRUCTION (HEAD, JAMBS, & SILL). THE NEW

DUCT WILL PENETRATE THE OPENING. MECH. CONTRACTOR TO SEAL SO IT IS AIR

AND WATER TIGHT.

055213.04 3-5/8" MTL STD

061000.12 2X WD. BLOCKING

061000.22 REPLACE EXISTING FASCIA AFTER INSTALLING FLASHING

072100.01 RIGID INS.

072100.04 3 1/2" FIBERGLASS BATTS

075423.02.01 FULLY ADHERED EPDM ROOF MEMBRANE FLASHING

076200.06 PRE-FINISHED ALUMINUM FLASHING

076200.12 PRE-FINISHED ALUMINUM FLASHING AND DRIP EDGE

076200.18 REPLACE SAVED FASCIA. IF UNABLE TO REUSE. CONTRACTOR TO REPLACE WITH

NEW MATCHING EXISTING.

092900 GYPSUM BOARD

NO. DATE BY DESCRIPTION

SEAL

SCALE:

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DEI PROJECT NO: 50158550

JANUARY 12, 2024

KEY PLAN:

RADFORD UNIVERSITY PROJECT NO: 217-B2217-017

RSN

RAL

DEB APPROVAL

Dewberry Engineers Inc.

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

STATE BUILDING OFFICIAL

N/A

C0.01

GENERAL NOTES

LEGEND

EXISTING

PROPOSED CONSTRUCTION SAFETY FENCE

PROPOSED CONCRETE

PROPOSED TEMPORARY SEEDING-3.31

SODDING-3.33

PROPOSED

MULCH-3.35

PROPOSED INLET PROTECTION

PROPOSED LIMITS OF DISTURBANCE

SAF

PLANT PROTECTION

TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING (CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS THAT ARE INDICATED TO

REMAIN AND TO PREVENT DAMAGE TO PROPERTY.

UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN 1'-0" FOR EACH 1" IN DIAMETER, UP TO A MAXIMUM OF 20'-0", FOR TREES TO REMAIN.

DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF RADFORD UNIVERSITY.

THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE

OF TREES TO BE PROTECTED.

GENERAL NOTES

1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT, OR CONTIGUOUS

TO, THE SITE IS APPROXIMATE. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA (PRIOR TO CONSTRUCTION) FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR INDICATED;

FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION; AND FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK; ALL OF WHICH WILL BE AT NO ADDITIONAL COST TO THE OWNER.

CONTRACTOR SHALL CONTACT "MISS UTILITY" OF VIRGINIA AT 1-800-552-7001 72 HOURS PRIOR TO THE START OF CONSTRUCTION.

WORK SHALL BE SUBJECT TO INSPECTION BY RADFORD UNIVERSITY.

2. BASE MAP INFORMATION IS BASED FIELD SURVEY PROVIDED BY DEWBERRY ENGINEERS INC. DATED JULY 11, 2023.

3. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, FENCES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. THE CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS, WALLS, AND STRUCTURES. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE.

4. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO

THE ENGINEER.

5. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL LOCATE ALL

UNDERGROUND LINES AND STRUCTURES AS NECESSARY.

6. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS AND RADFORD UNIVERSITY

CONSTRUCTION STANDARDS.

7. ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH RADFORD UNIVERSITY.

8. CONTRACTOR WORK DAYS AND HOURS SHALL BE MONDAY THROUGH FRIDAY 7 AM TO 7 PM. ANY DEVIATION FROM THIS SCHEDULE SHALL BE APPROVED, IN ADVANCE, BY RADFORD UNIVERSITY. ANY SERVICE SUPPLY SHUTDOWNS WILL BE PERFORMED AT NIGHT AND/OR DURING WEEKENDS WITH 10 DAYS WRITTEN NOTICE AND WRITTEN APPROVAL OF RADFORD UNIVERSITY.

9. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS.

10. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SIGNS.

11. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO

EXISTING CURBS, SIDEWALKS, ETC.

12. CONTRACTOR SHALL UTILIZE RADFORD UNIVERSITY APPROVED CONSTRUCTION SAFETY FENCING FOR PROTECTION OF WORK AREAS, UNLESS OTHERWISE NOTED ON DRAWINGS. PRIOR TO CONSTRUCTION, THE LIMITS OF DISTURBANCE SHALL BE

COORDINATED WITH RADFORD UNIVERSITY.

13. ALL VEHICULAR, BICYCLE, AND PEDESTRIAN TRAFFIC SHALL BE MAINTAINED THROUGHOUT THE PROJECT.

14. CONTRACTOR SHALL OBTAIN COMPACTION AT 95% MAXIMUM DRY DENSITY STANDARD PROCTOR PER ASTM D-968, METHOD D.

CONTRACTOR SHALL PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY

HAND-OPERATED TAMPERS.

15. OWNER SHALL EMPLOY A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM REQUIRED FIELD

AND LABORATORY TESTING.

16. MATERIAL LAYDOWN AND STORAGE SHALL BE WITHIN THE PROJECT AREA AND IN THE STORAGE YARD BEHIND THE ARMSTRONG

COMPLEX.

GENERAL DEMOLITION NOTES

1. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE ACTIVITIES OTHER THAN THE SITE SHALL BE

PROPERLY PRESERVED AND PROTECTED.

2. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING

DEMOLITION OPERATIONS.

3. DURING CONSTRUCTION, CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR

RELOCATION FROM DAMAGE.

4. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND

CONSTRUCTION DEBRIS AT ALL TIMES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION.

6. DISPOSAL OF DEMOLISHED DEBRIS FROM RADFORD UNIVERSITY PROPERTY MUST BE COMPLETED LEGALLY.

7. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. SAW CUTS FOR CONCRETE SHALL OCCUR AT NEAREST CONTROL JOINT OR EXPANSION JOINT. SAW CUTS BETWEEN CONTROL JOINTS ARE NOT ACCEPTABLE. ALL DECORATIVE SCORING PATTERNS SHALL BE REPLACED TO THE OWNER'S SATISFACTION.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 24, 2026.