IFB 27011 Addendum 4 Attachment C2 - Revised Drawings Godwin Virginian Pilot Renovation (1)_Part2.pdf

PDF 30 MB Posted Sep 3, 2026

Attached to: 27011-JS Godwin - Pilot Building Renovation
Solicitation number: IFB-123940
Issued by: Suffolk City, Virginia

About this file

Written by GovTribe AI · Sep 9, 2026

This document consists of revised architectural and engineering drawings for IFB 27011, the Godwin-Virginian Pilot Building Renovation project in the City of Suffolk, Virginia. The drawings include comprehensive construction details, demolition plans, hazardous materials removal specifications, and new construction work for the renovation of 157 North Main Street in Suffolk, VA. The project encompasses first and second floor plans, roof plans, building elevations, wall sections, partition types, and specialized details for restroom facilities, shower rooms, and ramp installations. The drawings reflect multiple addenda issued through August 24, 2026, with final design certification dated June 17, 2026, by professional engineers and architects including Hugh N. Adcock (PE License No. 015231) and Jason A. Miller (Architect License No. 013830).

The renovation project requires extensive hazardous materials abatement including asbestos-containing materials (ACM) removal from flooring, mastic, ceiling panels, ducts, and exterior components, with estimated quantities specified for bidding purposes. Lead remediation and PCB ballast removal are also required in accordance with federal regulations (29 CFR and 40 CFR). The scope includes complete interior demolition and rebuild with new wall partitions, flooring systems, plumbing fixtures, and mechanical/electrical systems. Structural work involves new concrete slabs, steel lintels, masonry infill, and foundation repairs. The project incorporates new office spaces, police wellness facilities, shower rooms, restrooms, and conference areas designed to accommodate the Commonwealth Attorney's office and police department operations. All work must comply with ADA accessibility requirements, fire-rating standards, and Virginia building codes.

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Other files

File	Type	Posted
IFB 27011 Addendum 2.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 4 Attachment C1 - Revised Drawings Godwin Virginian Pilot Renovation (1)_Part1.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 4.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 1.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 7.pdf	PDF	Sep 3, 2026
IFB 27011 Sign In Sheet.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 3.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 1 Drawings Part 1 Revised.pdf	PDF	Sep 3, 2026
IFB 27011 Drawings Godwin Pilot Part 2.pdf	PDF	Sep 3, 2026
IFB 27011 Drawings Godwin Pilot Part 3.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 5 V2.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 1 Page Substitutions.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 1 Drawings Part 2 Revised.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 6.pdf	PDF	Sep 3, 2026
IFB 27011 Renovation of former Virginia Pilot Building.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 5 Attachment A.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 1 Revised Specifications.pdf	PDF	Sep 3, 2026
IFB 27011 Addendum 1 Drawings Part 3 Revised.pdf	PDF	Sep 3, 2026
IFB 27011 Drawings Godwin Pilot Part 1.pdf	PDF	Sep 3, 2026

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O R

W O

C O

R U

O N

CS502

"NEW JOINT ALLEY"PERPETUAL

INGRESS/EGRESSEASEMENTD.B. 44 PG 96

O X.

L O

G D

D B.

S (0

2) A

N D

(1 0)

T C

H T

D R

C R

.B . 2

C R

O N

W E

G R

THE RIGHT TO USE IN

COMMON (WITH OTHERS)

FOR PURPOSES OF INGRESS

AND EGRESSINST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

7) S

O A

O F

. D

O N

T O

T G

THE RIGHT TO USE IN COMMON

(WITH OTHERS) FOR PURPOSES

OF INGRESS AND EGRESS

INST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

METALTROUGH

STM #06

C O

N C

STM #07

IRON

CONC.

C O

N C

. W

SLEEVE

. O /S

C O

N C

STM #12

STM #13

C O

N C

O N

C O

N C

M . J

U N

O N

CONC.

DIP

C O

N C

STM #15

"NEW JOINT ALLEY"PERPETUAL

INGRESS/EGRESSEASEMENTD.B. 44 PG 96

O X.

L O

G D

D B.

S (0

2) A

N D

(1 0)

T C

H T

D R

C R

.B . 2

C R

O N

W E

G R

THE RIGHT TO USE IN

COMMON (WITH OTHERS)

FOR PURPOSES OF INGRESS

AND EGRESSINST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

7) S

O A

O F

. D

O N

T O

T G

THE RIGHT TO USE IN COMMON

(WITH OTHERS) FOR PURPOSES

OF INGRESS AND EGRESS

INST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

METALTROUGH

STM #06

C O

N C

STM #07

IRON

CONC.

C O

N C

. W

SLEEVE

. O /S

C O

N C

STM #12

STM #13

C O

N C

O N

C O

N C

M . J

U N

O N

CONC.

DIP

C O

N C

STM #15

STM #16

STM #05

RIM = 48.53'

INV. IN = 37.97'

INV. OUT = 37.28'

STM #06

RIM = 45.86'

UNABLE TO OPEN

BOTTOM OF STRUCTURE =

42.13'

RIM = 45.78'

INV. IN = 43.20'

INV. OUT = 43.20'

EXISTING: CDI

RIM = 47.42'

INV. IN = 45.42'

FROM ROOF DRAIN

INV. OUT = 44.58'

EXISTING: CDI

STM #07

STM #08

PROPOSED: VDOT T-DI-1

PROPOSED: VDOT T-MH-2

EXISTING: DI

EXISTING: SSMH

STM #16

STM #11

RIM = 44.88'

INV. IN (NE) = 37.18'

INV. IN (SE) = 37.26'

INV. OUT (NW) = 37.18'

STM #12

RIM = 44.82'

INV. IN (SE) = 36.19'

INV. IN (SW) = 36.57'

INV. OUT (NW) = 36.16'

EXISTING: SSMH

RIM = 45.01'

STM #13

RIM = 43.90'

INV. IN (E) = 38.55'

INV. IN (SE) = 35.80'

INV. OUT (N) = 35.78'

RIM = 47.51'

INV. IN = 45.96'

FROM ROOF DRAIN

INV. OUT = 45.23'

RIM = 46.63'

INV. OUT = 43.58'

ASSUMED BLIND

CONNECTION, APPROX.

DIRECTION OF PIPE SHOWN

STM #15

EX: METAL PLATE

STM #14

RIM = 45.00'

INV. OUT = 39.50'

STM #16

PROP: VDOT T-MH-2

EXISTING: SSMH

EXISTING: DI

PROPOSED: VDOT DI-3A

RIM = 45.72'

INV. IN (NE) = 43.11'

INV. IN (S) = 40.43'

INV. OUT (NW) = 40.42'

INV. OUT = 39.47'

EXISTING: CDI

STM #09

STM #10

PROPOSED: VDOT T-MH-2

INV. IN = 39.47'

EXISTING: CDI

RIM = 44.28'

RIM = 45.91'

O R

W O

G R

G P

CG100

PROPOSED MAJOR CONTOUR

PROPOSED SPOT ELEVATION

PROPOSED MINOR CONTOUR

1. STRUCTURES NOTED AS "PRD" ARE SHOWN PER CONTRACTOR RECORD

DRAWINGS FOR DOWNTOWN SUFFOLK DRAINAGE IMPROVEMENTS

(UPC107259). CONTRACTOR TO FIELD VERIFY ALL STRUCTURES AND NOTIFY

ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO FIELD VERIFY MATCH EXISTING ELEVATION BEFORE

CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

LEGEND

LIMITS OF DISTURBANCE

PROPERTY LINE

FENCE

STORM SEWER INLET

NORTH

GRASSED SWALE

INLET PROTECTION

NOTES

CURB TRANSITION

DRAINAGE STRUCTURE INFORMATION

INSET A

SAWCUT

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4454 IDEA CENTER BOULEVARD

DAYTON, OH 45430-1500

937.461.5660

1 2 3 4 5 6 7

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DRAWN BY:

CHECKED BY:

HNA

WSP

10015069.02 06/17/2026

- V

IRG

INI

T B

UIL

DIN

K, V

7 N

. M

. S

V A

TIO

HUGH N. ADCOCK, JR.

Lic. No. 015231

06/17/2026

HAZMAT GENERAL

NOTES & PHOTOS

H-001

A. A HAZARDOUS MATERIALS INSPECTION WAS PERFORMED. THE SURVEY/INSPECTION REPORT IS PROVIDED IN THE SPECIFICATIONS/CONTRACT DOCUMENT. THE WORK WILL REQUIRE THE REMOVAL OF KNOWN ASBESTOS-CONTAINING MATERIALS (ACM). DESTRUCTIVE ACTIVITIES SUCH AS BREAKING INTO WALLS, CEILINGS AND FLOORS WERE NOT PERFORMED IN ORDER TO LOCATE MATERIALS. THEREFORE, IF DURING THE WORK SUSPECT MATERIALS ARE UNCOVERED, NOTIFY THE CONTRACTING OFFICER AND STOP

WORK UNTIL THE MATERIAL IS PROPERLY IDENTIFIED AND ADDRESSED.

B. THE PHOTOGRAPHS ON SHEET H-001 REPRESENT THE BUILDING DURING THE INSPECTION IN OCTOBER 2025. SINCE THEN DEMOLITION ACTIVITIES HAVE TAKEN PLACE IN THE BUILDING. PHOTOGRAPHS ON SHEET H-002 REPRESENT THE BUILDING DURING THE INSPECTION IN JULY 2026.

C. THE CONTRACT DOCUMENTS REPRESENT CONDITIONS WITHIN THE FACILITY AT THE TIME OF THE INITIAL FIELD INVESTIGATION. REFER TO REPORT TO DETERMINE THOSE CONDITIONS. SHOULD CONDITIONS EXISTS OTHER THAN THOSE INDICATED IN THE REPORT, CONSULT THE CONTRACTING OFFICER FOR VERIFICATION.

D. CONTRACTOR MUST VISIT THE SITE TO ASCERTAIN THE EXACT NATURE AND LOCATION OF THE WORK INCLUDING THE WORK OR COST THEREOF.

E. CONTRACTOR MUST COORDINATE ALL ASPECTS OF THE WORK WITH OTHER TRADES. SEE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DEMOLITION

DRAWINGS.

F. REMOVE ACM IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 00 "ASBESTOS REMEDIATION." ACM BLACK MASTIC IS EXPECTED TO BE ENCOUNTERED BENEATH All FLOORING MATERIALS. REMOVE ALL ACM IN ACCORDANCE WITH 29 CFR 1926.1101. FOR BIDDING PURPOSES ASSUME THE FOLLOWING ESTIMATED ACM QUANTITIES: (A) EXTERIOR LIGHT WELL WINDOW GLAZING PUTTY (100 LF), (B) GREEN 12-INCH FLOOR TILE WITH TAN MASTIC AND RESIDUAL BLACK MASTIC (227 SF), (C) RESIDUAL BLACK MASTIC ASSOCIATED WITH CARPET, RESILIENT FLOORING AND FLOOR LEVELING COMPOUND (16,554 SF), (D) BLACK SEALANT AND SILVER PAINT ON LIGHT WELL BASE FLASHING (50 EACH), (E) BLACK MASTIC ON METAL HVAC DUCTS (5,104 SF), (F) EXTERIOR ASBESTOS CEMENT CEILING PANELS (767 SF), (G) FIRE DOORS (10 EA), (H) ACM WATERPROOFING AT EXTERIOR LINTELS AND WALL REPAIRS (375 SF), (I) ROOFTOP PARAPET WALL FLASHING (2,500 SF).

G. EXISTING PAINT WITHIN THE STRUCTURE HAS BEEN DETERMINED TO CONTAIN CONCENTRATIONS ABOVE THE LABORATORY'S MINIMUM DETECTION LIMIT OF THE FOLLOWING METALS: LEAD, CADMIUM AND CHROMIUM. EXTERIOR PAINTED SURFACES ARE LEAD-BASED PAINT. PERFORM RENOVATION WORK IN ACCORDANCE WITH SPECIFICATION SECTION 02 83 00 "LEAD REMEDIATION". CONSTRUCTION STANDARDS ESTABLISHED BY OSHA FOR CHROMIUM, CADMIUM AND LEAD ARE; CHROMIUM, 29 CFR 1926.1126;

CADMIUM, 29 CFR 1926.1127 AND LEAD, 29 CFR 1926.62

H. TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) TESTING ON EXISTING PAINTED BUILDING MATERIALS, WHEN DEMOLISHED AS COMPONENTS OF AN ASSEMBLY TYPICALLY RETURN RESULTS CLASSIFYING THE WASTE AS NONHAZARDOUS. PAINTED MATERIAL REMOVED IN THE FORM OF STRIPPING, BLASTING, SCRAPING OR OTHER METHODS THAT REMOVE THE PAINT COATING FROM THE EXISTING SUBSTRATE, OR PRODUCES A WASTE RESULTING PRIMARILY OF PAINT MATERIAL, MAY RESULT IN WASTE CLASSIFIED AS HAZARDOUS. THE CONTRACTOR MUST COORDINATE THE WORK PROCEDURES TO CHARACTERIZE THE ANTICIPATED WASTE STREAM. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CHARACTERIZATION AND DISPOSAL OF WASTE GENERATED FROM THE WORK.

I. ALL LIGHT BALLASTS WITHOUT "NON PCB" MARKINGS AND ALL FLUORESCENT LIGHT TUBES MUST BE REMOVED IN ACCORDANCE WITH SPECIFICATION SECTION 02 84 16. FOR BIDDING PURPOSES, ASSUME 100 BALLASTS CONTAIN PCB's AND ALL FLUORESCENT LIGHT TUBES CONTAIN MERCURY VAPOR. COORDINATE WASTE DISPOSAL AND

ACCUMULATION WITH THE OWNER PRIOR TO WASTE GENERATION ACTIVITIES.

J. DISASSEMBLE, REMOVE, AND INSPECT DOORS TO BE REMOVED TO DETERMINE ASBESTOS CONTENT. THE INSPECTION MUST BE PERFORMED BY A VIRGINIA LICENSED ASBESTOS INSPECTOR. REMOVE, HANDLE, AND DISPOSE OF ASBESTOS DOORS IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 00. NON-ASBESTOS DOORS MUST BE DISPOSED OF AS REGULAR CONSTRUCTION WASTE. FOR BIDDING PURPOSES, ASSUME 10 ASBESTOS-CONTAINING DOORS EXIST (TOTAL FOR PROJECT).

K. EMERGENCY LIGHTING IN THE BUILDING CONTAIN BATTERIES. ALL BATTERIES MUST BE MANAGED IN ACCORDANCE WITH THE VIRGINIA SOLID WASTE MANAGEMENT

REGULATIONS.

L. REMOVE MOLD ON THE INTERIOR BRICK WALLS FOLLOWING THE EPA PROTOCOLS DESCRIBED ON THE EPA WEBSITE AND IN THEIR "MOLD REMEDIATION IN SCHOOLS AND COMMERCIAL BUILDINGS" GUIDE. IF THE MOLD IS TO BE REMEDIATED BY REMOVING THE MOLD IMPACTED BRICK WALL, CREATE AN EXTERIOR REGULATED AREA BY PLACING A MINIMUM OF 2-LAYERS OF 6-MIL POLY OVER THE INTERIOR EXPOSED BRICK WALL TO PREVENT MOLD SPORES FROM BEING RELEASED INSIDE THE BUILDING. REMOVE THE BRICKS FROM THE EXTERIOR SIDE OF THE WALL. SUPPORT THE WALL AS REQUIRED. MOLD REMEDIATION MUST BE PERFORMED BY A QUALIFIED CONTRACTOR WITH MORE THAN 5 YEARS MOLD REMEDIATION EXPERIENCE. ESTIMATED QUANTITY OF VISUAL MOLD GROWTH ON THE INTERIOR EXPOSED SOUTH BRICK WALL WAS APPROXIMATELY 25

SF.

M. MANAGE ALL WASTE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS INCLUDING 40 CFR 261 AND 40 CFR 262. COMPLY WITH ALL ENVIRONMENTAL

REQUIREMENTS.

(H-001 - H-103)

PHOTOGRAPH LOCATION.

KEY TO SYMBOLS

REFERENCE PHOTOGRAPH NOTES

1. WEST FACING VIEW OF THE BUILDING ENTRANCE STOREFRONT. THE CEILING IS AN ASBESTOS CEMENT PANEL.

2. SECOND FLOOR ROOM WHERE THE ROOF ACCESS LADDER IS LOCATED. THE FLOOR TILE MASTIC WAS ACM.

3. CARPET WITH TAN ON THE 2ND FLOOR OVER RESIDUAL ACM BLACK MASTIC.

4. 12-INCH MULTICOLOR FLOOR TILE AND TAN MASTIC OVER RESIDUAL ACM BLACK MASTIC.

5. 12-INCH WHITE FLOOR TILE AND TAN MASTIC OVER RESIDUAL ACM BLACK MASTIC.

6. METAL HVAC DUCT OBSERVED ABOVE THE SUSPENDED ACOUSTICAL CEILING. THE BLACK MASTIC ON THE HVAC DUCT IS ACM.

7. MERCURY CONTAINING THERMOSTAT OBSERVED ON THE 1ST FLOOR.

8. CARPET OBSERVED ON THE 1ST FLOOR. RESIDUAL ACM BLACK MASTIC WAS LOCATED BENEATH THE CARPET.

9. ACM 12-INCH FLOOR TILE AND MASTIC.

10. CARPET WITH RESIDUYAL ACM BLACK MASTIC.

11. LIGHT WELL ON THE ROOF. THE WINDOW GLAZING PUTTY IS ACM.

12. LIGHT WELL WITH BASE FLASHING. THE BLACK MASTIC AND SILVER PAINT ON THE BASE FLASHING ARE ACM.

HAZMAT GENERAL NOTES

RESIDUAL ACM MASTIC

BENEATH CARPET ON

2ND FLOOR

ACM BLACK MASTIC ON

METAL HVAC DUCT (TYP.)

12-INCH FLOOR TILE

WITH RESIDUAL ACM

BLACK MASTIC

H-101SCALE:

REFERENCE PHOTO - NOTE 1A1 NO SCALE H-102SCALE:

REFERENCE PHOTO - NOTE 2A2 NO SCALE H-101SCALE:

REFERENCE PHOTO - NOTE 3A3 NO SCALE

H-101SCALE:

REFERENCE PHOTO - NOTE 4B1 NO SCALE H-101SCALE:

REFERENCE PHOTO - NOTE 5B2 NO SCALE H-101SCALE:

REFERENCE PHOTO - NOTE 6B3 NO SCALE

H-101SCALE:

REFERENCE PHOTO - NOTE 7C1 NO SCALE H-101SCALE:

REFERENCE PHOTO - NOTE 8C2 NO SCALE H-101SCALE:

REFERENCE PHOTO - NOTE 9C3 NO SCALE

H-101SCALE:

REFERENCE PHOTO - NOTE 10D1 NO SCALE H-102SCALE:

REFERENCE PHOTO - NOTE 11D2 NO SCALE H-102SCALE:

REFERENCE PHOTO - NOTE 12D3 NO SCALE

ACM FLOOR TILE

& MASTIC

ACM LIGHT WELL

WINDOW GLAZING

PUTTY

ACM CEILING

PANELS

BLACK MASTIC AND

SILVER PAINT ON BASE

FLASHING IS ACM

12-INCH MULTICOLOR

FLOOR TILE AND TAN

MASTIC OVER

RESIDUAL ACM BLACK

MASTIC

12-INCH MULTICOLOR

FLOOR TILE AND TAN

MASTIC OVER

RESIDUAL ACM BLACK

MASTIC

CARPET OVER

RESIDUAL ACM BLACK

MASTIC

(H-001)

8/2

4/2

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4454 IDEA CENTER BOULEVARD

DAYTON, OH 45430-1500

937.461.5660

1 2 3 4 5 6 7

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DRAWN BY:

CHECKED BY:

HNA

WSP

10015069.02 06/17/2026

- V

IRG

INI

T B

UIL

DIN

K, V

7 N

. M

. S

V A

TIO

HUGH N. ADCOCK, JR.

Lic. No. 015231

06/17/2026

HAZMAT PHOTOS 2

H-002

1. SEE H-001 FOR HAZARDOUS MATERIAL GENERAL NOTES.

2. CONTRACTOR MUST COORDINATE ALL ASPECTS OF THE WORK WITH OTHER TRADES. SEE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DEMOLITION

DRAWINGS.

(H-001 - H-103)

PHOTOGRAPH LOCATION.

KEY TO SYMBOLS

REFERENCE PHOTOGRAPH NOTES

1. LEAD SHEET ASSOCIATED WITH A PREVIOUS X-RAY ROOM.

2. MOLD IDENTIFIED BEHIND PLASTER LATH WALL AT ONE EXPOSED INTERIOR LOCATION ON THE FIRST FLOOR.

3. RESIDUAL ACM BLACK MASTIC/SEALANT ON CMU WALL.

4. TYPICAL VIEW OF THE FIRST FLOOR AFTER INTERIOR DEMOLITION ACTIVITIES. THIS IS THE EXISTING CONDITION ON THE FIRST FLOOR OF THE BUILDING.

5. EXTERIOR VIEW OF A WIDOW ON THE EAST SIDE OF THE BUILDING. WATERPROOFING ENCOUNTERED IN THE WALL CAVITY IS ASSUMED TO BE ACM.

HAZMAT GENERAL NOTES

H-101SCALE:

REFERENCE PHOTO - NOTE 1A1 NO SCALE H-101SCALE:

REFERENCE PHOTO - NOTE 2A2 NO SCALE H-101SCALE:

REFERENCE PHOTO - NOTE 3A3 NO SCALE

LEAD SHEET MOLD ON

INTERIOR

BRICK WALL

RESIDUAL ACM MASTIC

ON WALL NEAR

STAIRWAY

(H-002)

H-101SCALE:

REFERENCE PHOTO - NOTE 4B1 NO SCALE H-101SCALE:

REFERENCE PHOTO - NOTE 5B2 NO SCALE

TYPICAL WINDOW LINTEL TO BE

REPLACED. WALL CAVITY

WATERPROOFING IS ASSUMED

TO BE ACM.

8/2

4/2

W S

AD201

STORAGE / JAN

SHAFT

MECHANICAL

ELEC

STORAGE

COMM

TOILET

CLO

VESTIBULE

TOILET TOILET

ELEC

STORAGE

STAIR

STAIR RAMP

SPRINKLERELEV

NEIGHBORING BUILDING

TYP

1 2 3 4 5 6

STAIR

TYP

TYP TYP

P-105

TYP

3 3

66666

1,2

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4454 IDEA CENTER BOULEVARD

DAYTON, OH 45430-1500

937.461.5660

1 2 3 4 5 6 7

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DRAWN BY:

CHECKED BY:

HNA

WSP

10015069.02 06/17/2026

- V

IRG

INI

T B

UIL

DIN

K, V

7 N

. M

. S

V A

TIO

HUGH N. ADCOCK, JR.

Lic. No. 015231

06/17/2026

FIRST FLOOR PLAN

- HAZMAT REMOVAL

H-101

SHEET KEYNOTESGENERAL SHEET NOTES

1. SEE H-001 FOR HAZARDOUS MATERIAL GENERAL NOTES.

2. CONTRACTOR MUST COORDINATE ALL ASPECTS OF THE WORK WITH OTHER

TRADES. SEE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND

ELECTRICAL DEMOLITION DRAWINGS.

THESE KEYNOTES APPLY IN ALL SPACES THROUGHOUT THE

BUILDING UNLESS OTHERWISE NOTED.

(H-001 - H-102)

PHOTOGRAPH LOCATION

KEY TO SYMBOLS(H-101 ONLY) (H-001 - H-102)XX

XXX

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

FIRST FLOOR PLAN - HAZMAT REMOVAL

1. REMOVE ALL FLOOR FINISHES AND RESIDUAL FLOOR MASTIC AS ACM.

2. REMOVE ACM BLACK MASTIC ON METAL HVAC DUCTS.

3. REMOVE ASBESTOS CEMENT PANEL AS REQUIRED TO COMPLETE THE WORK.

4. REMOVE MOLD FROM BRICK SURFACE FOLLOWING EPA PROTOCOL FOR BUILDINGS. SEE HAZMAT GENERAL NOTE L ON

SHEET H-001.

5. REMOVE RESIDUAL ACM BLACK MASTIC/SEALANT ON CMU WALL.

6. REMOVE ACM WATERPROOFING IN WALL CAVITY TO SUPPORT EXTERIOR WALL REPAIRS AND LINTEL REPLACEMENT.

7. REMOVE AND RECYCLE LEAD SHEET ON WALL.

1 2

A1 H-001

B1 H-001

B2 H-001

B3 H-001 C1

H-001

C2 H-001

C3 H-001

D1 H-001

B1 H-002 A1

H-002

A2 H-002

A3 H-002

B2 H-002

8/2

4/2

COMPUTER

COMM

COMM/DATATRAINING B

TRAINING A

OPEN OFFICE

CORRIDOR

OFFICE

BREAK

STORAGE

MENS TOILET

WOMEN TOILET

RESOURCE LAB

OFFICE

BREAK

CONFERENCE

OFFICE ADMIN

JAN

STAIR

CORRIDOR

YOUTH OFFICE

WATER

HEATER

OFFICE

OFFICE RECEPTION

OFFICEOFFICEOFFICEOFFICEOFFICEOFFICE

OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE

OFFICE OFFICE OFFICE OFFICE OFFICE

OFFICEOFFICEOFFICE

OFFICEOFFICEOFFICEOFFICEOFFICEOFFICEOFFICE

OFFICE

SUPPLY

COPY

CORRIDOR

TRAINING

OFFICE

WAITING

TESTING LAB

SEMINAR

WAITING

STORAGESTORAGE

STORAGE

SEC

SUPPLY

TLT

STAIR

CONFERENCE

OFFICE

OFFICEELEV

STORAGE

CORRIDOR

CORRIDOR LOBBY

CORRIDOR

STAIR

1 2 3 4 5 6

1,2

1,2 1,2

1,2

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4454 IDEA CENTER BOULEVARD

DAYTON, OH 45430-1500

937.461.5660

1 2 3 4 5 6 7

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DRAWN BY:

CHECKED BY:

HNA

WSP

10015069.02 06/17/2026

- V

IRG

INI

T B

UIL

DIN

K, V

7 N

. M

. S

V A

TIO

HUGH N. ADCOCK, JR.

Lic. No. 015231

06/17/2026

SECOND FLOOR

PLAN - HAZMAT

REMOVAL

H-102

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

SECOND FLOOR PLAN - HAZMAT REMOVAL

SHEET KEYNOTESGENERAL SHEET NOTES

1. SEE H-001 FOR HAZARDOUS MATERIAL GENERAL NOTES.

2. CONTRACTOR MUST COORDINATE ALL ASPECTS OF THE WORK WITH OTHER

TRADES. SEE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND

ELECTRICAL DEMOLITION DRAWINGS.

THESE KEYNOTES APPLY IN ALL SPACES THROUGHOUT THE BUILDING

UNLESS OTHERWISE NOTED.

(H-001 - H-103)

PHOTOGRAPH LOCATION

KEY TO SYMBOLS(H-102) (H-001 - H-103)XX

XXX1. REMOVE ALL FLOOR FINISHES AND RESIDUAL BLACK FLOOR MAST AS ACM.

2. REMOVE ACM BLACK MASTIC ON METAL HVAC DUCTS.

1 2

A2 H-102

A3 H-102

8/2

4/2

3- 6, RE

A A

DOWEL TO EXTEND DOWN

TO T.O. FTG. ELEV. FILL

CELLS SOLID W/ GROUT

EXIST. CMU WALL

CONTRACTOR SHALL

"TEETH-IN" CMU INTO EXIST.

WALL. (CMU TO MATCH

EXIST. FILL SOLID W/ GROUT

AND PROVIDE (1)-#5 BAR

FOR VERT. REINF.

1/2"Ø x 6" LONG ADHESIVE

ANCHOR, EA. SIDE OF WEB

3/16 4

EXIST. CONC. FTG. (F.V.)

FILL CELL SOLID W/

GROUT, TYP.

3/8"x7" 1/2"x7 1/2" BRG. PLATE

3/4" NON-SHRINK GROUT

1/2" PEJ

#4 DOWELS AT 24"o/c

(MIN. EMBED. = 6")

#4 CONT.

CONC. SLAB INFILL,

REFER TO PLAN

CONC. SLAB INFILL,

REFER TO PLAN

TO PLAN

REFER

1' - 3 5/8"

REFER TO PLAN

B.O. STL. LINTEL

ELEV., REFER TO

ARCH. DWGS.

PROVIDE CMU INFILL,

EA. SIDE OF WEB (NOT

SHOWN FOR CLARITY)

LINTEL BEAM AND

PLATE, REFER TO PLAN

8" 1/2"

SECTION A-A

EXIST. CMU WALL

NOTCH CMU TO

INSERT REINF. BAR

CONTRACTOR SHALL "TEETH-

IN" CMU INTO EXIST. WALL

(CMU TO MATCH EXIST.) FILL

SOLID W/ GROUT AND PROVIDE

(1)-#5 BAR FOR VERT. REINF.

F.V.

EXIST. FNDN.

WALL AND FTG.

#4 DOWELS

(MIN. EMBED. = 6")

#4 CONT.

T.O. SLAB

ELEV.= (0'-0")

EXIST. CONC. SLAB

WALL BEYOND

EXIST. CONC. SLAB

CONC. SLAB INFILL,

REFER TO PLAN

FILL SOLID W/ GROUT AS

REQD. FOR INSTALLATION

OF DOWELS

1/2"

SECTION B-B

F.V.

LINTEL BEAM, REFER TO PLAN

STL. PLATE, REFER TO PLAN

EXIST. CMU TO REMAIN

PROVIDE CMU FACE

SHELL TO MATCH EXIST.,

TYP. BOTH SIDES

B.O. STL. LINTEL

ELEV., REFER TO

ARCH. DWGS.

3/16 2-6

NOTE:

REFER TO STRUCTURAL STL. NOTE 7

REGARDING THE PAINTING OF STL. LINTEL.

1/2"

NOTE:

ALL CEMENT USED MUST CONFORM TO THE LATEST ASTM SPECIFICATIONS C 150, TYPE 3. ONLY ONE

(1) BRAND OF PORTLAND CEMENT WILL BE USED IN ANY ONE STRUCTURE. CONCRETE MIXTURE

MUST BE DESIGNED TO PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 3 DAYS.

EXIST. SLAB TO REMAINPROVIDE NEW 10 MIL VAPOR

BARRIER BELOW SLAB INFILL

PROVIDE #5 x 8" LONG DOWEL

AT 2'-0" O.C., 4" INTO EXIST.

CONC. SLAB AND EPOXY W/

HILTI HY200 EPOXY

COORD. W/ ARCH. DWGS.

CLEAN SURFACE OF EXIST.

SLAB AND PAINT W/

BONDING COMPOUND PRIOR

TO POURING NEW CONC.

EXIST. CONC. TO BE

SQUARE AND SOUND

E Q

SLAB-ON-GRADE INFILL TO

MATCH EXIST. THICKNESS

REINF. W/ 6x6-W1.4xW1.4 WWR

OVER 10 MIL POLYETHYLENE

VAPOR BARRIER AND 4" OF

POROUS FILL MATERIAL. MATCH

TOP OF EXIST. SLAB ELEV.

COMPACT EXIST. SUBGRADE

TO 95% DRY DENSITY IN

ACCORDANCE W/ ASTM D698

8"8" PROVIDE #5 x 8" LONG DOWEL AT 2'-0"o/c, 4" INTO

EXIST. CONC. SLAB AND

EPOXY W/ HILTI HY200 EPOXY

EXIST. CONC. SLAB

MTL. STUD WALL,

REFER TO ARCH. DWGS.

MASONRY WALL,

REFER TO PLAN

CONC. THICKENED

SLAB, REFER TO PLAN

ACI

ADDIT.

AISC

ARCH.

ASTM

AWS

BLDG.

B.O.

BOTT.

BRG.

CLR.

CMU

COL.

CONC.

CONN.

CONT.

COORD.

DBL.

DEMO.

DET.

DIA.

DIAG.

DWGS.

EA.

E.F.

E.W.

ELEV.

EMBED.

EQ.

EXIST.

EXP.

F.F.

F.F.E.

FIN.

FLR.

FNDN.

FTG.

F.V.

GA.

GALV.

HORIZ.

INFO.

KSI

LBS.

LLH

LLV

LT.

L.W.

MANUF.

MAS.

MAX.

MIN.

MECH.

MTL.

o/c

OPNG.

OPP.

PEJ

PROJ.

PSF

PSI

REINF.

REM.

REQ'D.

RTU

SCHED.

SECT.

SIM.

STD.

STL.

STRUCT.

S.W.

THK.

T.O.

TYP.

U.O.N.

VERT.

W.P.

WT.

WWR

ABBREVIATION LEGEND

AMERICAN CONCRETE INSTITUTE

ADDITION/ADDITIONAL

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ARCHITECTURAL

AMERICAN STANDARD FOR TESTING OF MATERIALS

AMERICAN WELDING SOCIETY

BUILDING

BOTTOM OF

BOTTOM

BEARING

CENTERLINE

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECT/CONNECTION

CONTINUE/CONTINUOUS

COORDINATE

DOUBLE

DEMOLISH/DEMOLITION

DETAIL

DIAMETER

DIAGONAL

DRAWINGS

EACH

EACH FACE

EACH WAY

ELEVATION

EMBEDDED/EMBEDMENT

EQUAL/EQUALLY

EXISTING

EXPANSION

FINISHED FLOOR

FINISHED FLOOR ELEVATION

FINISHED

FLOOR

FOUNDATION

FOOTING

FIELD VERIFY

GAGE

GALVANIZED

HORIZONTAL

INFORMATION

KIPS PER SQUARE INCH

POUNDS

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIGHT

LONG WAY

MANUFACTURER

MASONRY

MAXIMUM

MINIMUM

MECHANICAL

METAL

ON CENTER

OPENING

OPPOSITE

PREMOLDED EXPANSION JOINT

PLATE

PROJECTION

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REINFORCED/REINFORCING

REMAINDER

REQUIRED

ROOF TOP UNIT

SLAB BEAM

SCHEDULE

SECTION

SIMILAR

STANDARD

STEEL

STRUCTURAL

SHORT WAY

THICK

TOP OF

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

WORKING POINT

WEIGHT

WELDED WIRE REINFORCEMENT

WITH

STRUCTURAL SYMBOLS

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

WALL SECTION TAG

SECTION NUMBER

SHEET WHERE DRAWN

KEYNOTE TAG

KEYNOTE NUMBER

(+0.0')

(+0'-0")

ELEVATION CALLOUT

ELEVATION TARGET

E Q

4' -0

95% COMPACTED

STRUCTURAL FILL

#4 SMOOTH DOWEL x 1'-6" LONG DRILLED AND EPOXIED AT 16"o/c

ON ALL (4)-SIDES

4" THICK CONC. FLOOR SLAB REINFORCED

W/ 6x6-W1.4xW1.4 WWR OVER 10 MIL

POLYETHYLENE VAPOR BARRIER

95% COMPACTED

STRUCTURAL FILL

DEMOLISH EXIST.

CONT. STL. BRG. PLATE

EXIST. CONC.

SLAB TO REMAIN

OFHTLAE

N O M M O

A I

N I

MARCOS FREEMAN

Lic. No. 041296

P R O F

E S

S I ONA L EN

G I N

E E R

MDG

STRUCTURAL

ENGINEERS

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

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SUITE 125

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SHEET NAME:

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10015069.02

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TYPICAL DETAILS AND

ABBREVIATIONS

S-002

J. DELA CRUZ

M. FREEMAN

06/17/26

G O

D W

O T

B U

Y O

F S

U F

F O

, V

N . M

S T

. S U

F F

O L

K V

NOT TO SCALE

TYPICAL OPENING AT MASONRY WALL DETAILS

NOT TO SCALE

TYPICAL SLAB INFILL DETAIL

NOT TO SCALE

TYPICAL THICKENED CONCRETE SLAB DETAIL

A d d e n d u m

NOT TO SCALE

EXISTING FLOOR PIT INFILL DETAIL

6/17/2026

1TYP.

NEIGHBORING BUILDING

L-1 L-1 L-1 L-1 L-1 L-1

L-

1TYP.

1 TYP.

3 4

1 2 3 4 5 6

12'-6"

1'-0" 4 '-4 "

2'-0"

1. COORDINATE ALL OPENINGS AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS NOT SHOWN.

3. L-X DENOTES A LINTEL TYPE. REFER TO SCHEDULE, SECTIONS, AND DETAILS.

FIRST FLOOR PLAN NOTES:

1. EXISTING MASONRY WALL.

2. DEMOLISH EXISTING LOOSE STEEL BRICK SHELF ANGLE AND REPLACE WITH NEW CONTINUOUS, GALVANIZED L4x3 1/2x5/16 STEEL ANGLE WITH 8" MINIMUM BEARING AT EACH END. REFER TO TYPICAL DETAIL ON SHEET S-003 FOR

ADDITIONAL INFORMATION.

3. 8" DEEP CONCRETE THICKENED SLAB REINFORCED WITH (3)-#4, CONTINUOUS. REFER TO TYPICAL DETAIL ON SHEET S-002.

4. 10" CMU WALL REINFORCED WITH #4 AT 8" ON CENTER, GROUTED SOLID. REFER TO WALL BRACING DETAILS ON SHEET S-003.

5. CONCRETE SLAB INFILL TO MATCH EXISTING. REFER TO TYPICAL DETAIL ON SHEET S-002 FOR ADDITIONAL INFORMATION.

6. INFILL EXISTING ABANDONED ESCALATOR PIT. REFER TO DETAIL ON SHEET S-002.

FIRST FLOOR PLAN KEY NOTES :X

LINTEL SCHEDULE

L-1 W8x21 W/ CONT. 5/16" BOTT. PLATE

L-2 W16x26 W/ CONT. 5/16" BOTT. PLATE

OFHTLAE

N O M M O

A I

N I

MARCOS FREEMAN

Lic. No. 041296

P R O F

E S

S I ONA L EN

G I N

E E R

MDG

STRUCTURAL

ENGINEERS

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

1 2 3 4 5 6

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DRAWN BY:

CHECKED BY:

U A

N C

E S

C H

E D

M B

C R

N O

V A

10015069.02

A ut od es k D oc s:

//S uf fo lk

V A

C ity P ro je ct s

H U

B _B

/2 5-

G od w in

-V irg in ia n P ilo t_

P h

I R en o_ S

T R

U C

T _R

.r vt

FIRST FLOOR PLAN - NEW

WORK

S-101

J. DELA CRUZ

M. FREEMAN

06/17/26

G O

D W

O T

B U

Y O

F S

U F

F O

, V

N . M

S T

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F F

O L

K V

PLAN

NORTH

GRAPHIC SCALE:

NOTE:

IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE MUST BE USED.

4' 8' 16' 32'0'

1/8" =1'-0"

1/8" = 1'-0"

FIRST FLOOR PLAN - NEW WORK

A d d e n d u m

6/17/2026

4SA

3-5/8" METAL STUD AT 16" OC WITH 5/8" GWB ON EACH SIDE WITH CONTINUOUS 3-1/2" SOUND

ATTENUATION BATTS. EXTEND PARTITION METAL STUD AND GWB TO DECK ABOVE.

5/ 8"

8" 5/

CEILING AS SCHEDULED

ONE LAYER 5/8" GYPSUM BOARD ON

EACH SIDE (GWB SHALL BE

MOISTURE RESISTANT AT ALL TOILET

AND SHOWER ROOM LOCATIONS

WITHOUT TILE)

3-1/2" ACOUSTICAL BATT

INSULATION, UNO

BASE, AS SCHEDULED

FINSHED FLOOR, REFER TO

FINISH FLOOR SCHEDULE

STRUCTURE ABOVE, REFER

TO STRUCTURAL DRAWINGS

4" DEFLECTION TRACK SECURED

TO DECK.

CONTINUOUS SEALANT, BOTH SIDES.

PROVIDE SMOKE OR FIRE RESISTANT

SEALANT WHEN REQUIRED

3-5/8" METAL STUD @ 16" OC, UNO

NOTE: MAINTAIN CONTINUITY OF RATED

ASSEMBLY FOR ALL PENETRATIONS

SERIES

SECTION VIEW

PLAN VIEW

SECTION @ FLOOR

SECTION @ CEILING

METAL STUD BOTTOM TRACK

4SB

3-5/8" METAL STUD AT 16" OC WITH 5/8" GWB ON ONE SIDE WITH CONTINUOUS 3-1/2" ACOUSTICAL

ATTENUATION BATTS. EXTEND PARTITION METAL STUD AND GWB TO DECK ABOVE.

CONTINUOUS SEALANT, BOTH SIDES.

PROVIDE SMOKE OR FIRE RESISTANT

SEALANT WHEN REQUIRED

4SC

3-5/8" METAL STUD AT 16" OC WITH 5/8" GWB ON EACH SIDE WITH CONTINUOUS 3-1/2" SOUND

ATTENUATION BATTS. EXTEND PARTITION METAL STUD AND GYPSUM BOARD 6" ABOVE FINISH

CEILING, MINIMUM.

5/ 8"

8" 5/

CEILING AS SCHEDULED

ONE LAYER 5/8" GYPSUM BOARD ON

EACH SIDE (GWB SHALL BE

MOISTURE RESISTANT AT ALL TOILET

AND SHOWER ROOM LOCATIONS

WITHOUT TILE)

3-1/2" ACOUSTICAL BATT

INSULATION, UNO

BASE, AS SCHEDULED

FINSHED FLOOR, REFER TO

FINISH FLOOR SCHEDULE

STRUCTURE ABOVE, REFER

TO STRUCTURAL DRAWINGS

CONTINUOUS SEALANT, BOTH SIDES.

PROVIDE SMOKE OR FIRE RESISTANT

SEALANT WHEN REQUIRED

6" M

3-5/8" METAL STUD @ 16" OC, UNO

NOTE: MAINTAIN CONTINUITY OF RATED

ASSEMBLY FOR ALL PENETRATIONS

SERIES

SECTION VIEW

PLAN VIEW

SECTION @ FLOOR

SECTION @ CEILING

METAL STUD BOTTOM TRACK

3-1/2" ACOUSTICAL BATT

INSULATION EXTENDED 36" ON

EACH SIDE

PROVIDE DIAGANOL BRACING AT

32" OC., ALTERNATING BRACING

SIDES

2SA

2-1/2" METAL STUD AT 16" OC WITH 5/8" GWB ON ONE SIDE WITH CONTINUOUS 2-1/2" SOUND

ATTENUATION BATTS. EXTEND PARTITION METAL STUD AND GYPSUM BOARD 6" ABOVE FINISH

CEILING, MINIMUM.

2" 5/

CEILING AS SCHEDULED

ONE LAYER 5/8" GYPSUM BOARD ON

ONE SIDE (GWB SHALL BE MOISTURE

RESISTANT AT ALL TOILET AND

SHOWER ROOM LOCATIONS

WITHOUT TILE)

2-1/2" ACOUSTICAL BATT

INSULATION, UNO

BASE, AS SCHEDULED

FINSHED FLOOR, REFER TO

FINISH FLOOR SCHEDULE

STRUCTURE ABOVE, REFER

TO STRUCTURAL DRAWINGS

CONTINUOUS SEALANT, ONE SIDE.

PROVIDE SMOKE OR FIRE RESISTANT

SEALANT WHEN REQUIRED

6" M

2-1/2" METAL STUD @ 16" O.C., UNO

NOTE: MAINTAIN CONTINUITY OF RATED

ASSEMBLY FOR ALL PENETRATIONS

SERIES

SECTION VIEW

PLAN VIEW

SECTION @ FLOOR

SECTION @ CEILING

METAL STUD BOTTOM TRACK

3-1/2" ACOUSTICAL BATT

INSULATION EXTENDED 36" ON

ONE SIDE

PROVIDE DIAGANOL BRACING AT

32" O.C., ALTERNATING BRACING

SIDES

6SA

6" METAL STUD AT 16" OC WITH 5/8" GWB ON EACH SIDE WITH CONTINUOUS 3-1/2" SOUND

ATTENUATION BATTS. EXTEND PARTITION METAL STUD AND GWB TO DECK ABOVE.

5/ 8"

6" 5/

CEILING AS SCHEDULED

ONE LAYER 5/8" GYPSUM BOARD ON

EACH SIDE (GWB SHALL BE

MOISTURE RESISTANT AT ALL TOILET

AND SHOWER ROOM LOCATIONS

WITHOUT TILE)

3-1/2" ACOUSTICAL BATT

INSULATION, UNO

BASE, AS SCHEDULED

FINSHED FLOOR, REFER TO

FINISH FLOOR SCHEDULE

STRUCTURE ABOVE, REFER

TO STRUCTURAL DRAWINGS

4" DEFLECTION TRACK SECURED

TO DECK.

CONTINUOUS SEALANT, BOTH SIDES.

PROVIDE SMOKE OR FIRE RESISTANT

SEALANT WHEN REQUIRED

6" M

6" METAL STUD @ 16" OC, UNO

NOTE: MAINTAIN CONTINUITY OF RATED

ASSEMBLY FOR ALL PENETRATIONS

SERIES

SECTION VIEW

PLAN VIEW

SECTION @ FLOOR

SECTION @ CEILING

METAL STUD BOTTOM TRACK

CONTINUOUS SEALANT, BOTH SIDES.

PROVIDE SMOKE OR FIRE RESISTANT

SEALANT WHEN REQUIRED

10MA

10" CMU WITH 1" SOUND ISOLATION AIR GAP AND 3-5/8" METAL STUD AT 16" OC WITH

CONTINUOUS 3-1/2" SOUND ATTENUATION BATTS. EXTEND CMU, METAL STUD PARTITION AND

GWB TO DECK ABOVE.

1" S

O U

N D

O N

8" 5/

ONE LAYER 5/8" GYPSUM BOARD

ON ONE SIDE

3-1/2" ACOUSTICAL BATT

INSULATION, UNO

BASE AS SCHEDULED, BOTH

SIDES

FINSHED FLOOR, REFER TO

FINISH SCHEDULE

EXISTING STRUCTURE ABOVE

4" DEFLECTION TRACK

SECURED TO DECK.

CONTINUOUS ACOUSTICAL SEALANT,

BOTH SIDES. PROVIDE SMOKE OR

FIRE RESISTANT SEALANT WHEN

REQUIRED

3-5/8" METAL STUD @ 16" OC, UNO

NOTE: MAINTAIN CONTINUITY OF RATED

ASSEMBLY FOR ALL PENETRATIONS

10M

SERIES

SECTION VIEW

PLAN VIEW

SECTION @ FLOOR

SECTION @ CEILING

METAL STUD BOTTOM TRACK

POLICE WELLNESSCOMMONWEALTH ATTORNEY OFFICES

9-5/8" CMU, PAINTED

CEILING AS SCHEDULED

1" SOUND ISOLATION AIR GAP

ACOUSTIC SEALANT

ACOUSTIC BACKER ROD AND

SEALANT

EXISTING CONCRETE

SLAB

THICKENED SLAB. SEE

STRUCTURAL

ACOUSTIC MINERAL WOOL

INSULATION

FOAM JOINT FILLER

SHAFTWALL SYTEM FROM CLARK DIETRICH; 1" SHAFTLINER PANEL ON SHAFT SIDE, 4" C-T STUD

@ 16" OC AND ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON OPPOSITE SIDE.

5/ 8"

4" 1"

ONE LAYER 5/8" GYPSUM BOARD

TYPE 'X' ON NON SHAFT SIDE

FINSHED FLOOR, REFER TO

FINISH FLOOR SCHEDULE

STRUCTURE ABOVE, REFER

TO STRUCTURAL DRAWINGS

4" DEFLECTION TRACK SECURED

TO DECK.

FIRE STOPPING SEALANT PER U.L.

SYSTEM #HW-S-001 CONTINUOUS,

BOTH SIDES

4" C-H STUDS @ 16" OC, UNO

1 HOUR FIRE RATED DESIGN UL #U415

SERIES

SECTION VIEW

PLAN VIEW

SECTION @ FLOOR

SECTION @ CEILING

METAL STUD BOTTOM TRACK

1" GYPSUM LINER PANEL

FIRE STOPPING SEALANT PER U.L.

SYSTEM #HW-S-001 CONTINUOUS AT

UNDERSIDE OF STRUCTURE, BOTH

SIDES

1SA

1-5/8" METAL STUD AT 16" OC WITH 5/8" GWB ON ONE SIDE WITH CONTINUOUS 2-1/2" SOUND

ATTENUATION BATTS. EXTEND PARTITION METAL STUD AND GYPSUM BOARD 6" ABOVE FINISH

CEILING, MINIMUM.

2" 5/

CEILING AS SCHEDULED

ONE LAYER 5/8" GYPSUM BOARD ON

ONE SIDE (GWB SHALL BE MOISTURE

RESISTANT AT ALL TOILET AND

SHOWER ROOM LOCATIONS

WITHOUT TILE)

ACOUSTICAL BATT INSULATION,

UNO

BASE, AS SCHEDULED

FINSHED FLOOR, REFER TO

FINISH FLOOR SCHEDULE

STRUCTURE ABOVE, REFER

TO STRUCTURAL DRAWINGS

CONTINUOUS SEALANT, ONE SIDE.

PROVIDE SMOKE OR FIRE RESISTANT

SEALANT WHEN REQUIRED

6" M

1-5/8" METAL STUD @ 16" O.C., UNO

NOTE: MAINTAIN CONTINUITY OF RATED

ASSEMBLY FOR ALL PENETRATIONS

SERIES

SECTION VIEW

PLAN VIEW

SECTION @ FLOOR

METAL STUD BOTTOM TRACK

DEFLECTION TRACK SECURED

TO DECK.

CONTINUOUS SEALANT, BOTH SIDES.

PROVIDE SMOKE OR FIRE RESISTANT

SEALANT WHEN REQUIRED

SECTION @ CEILING

EXISTING WALL CONSTRUCTION

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

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SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

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SHEET NAME:

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DATE ISSUED:

SHEET NO:

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CHECKED BY:

U A

N C

E S

C H

E D

M B

C R

10015069.02 ut od es k D oc s:

//S uf fo lk

V A

C ity P ro je ct s

H U

B _B

/G od w in

-V irg in ia n P ilo t_

R en o_ A

R C

H _R

.r vt

PARTITION TYPES

A-002

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

D W

O T

B U

Y O

F S

U F

F O

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N . M

S T

. S U

F F

V A

R E

N O

V A

D E

N D

U M

D E

N D

U M

/24 /20

Lic. No. 013830

JASON A. MILLER

O C

OHTAE

N O M

A HCRDE

ERT

CET

8:53:32

06/18/2026 Lic. No. 0401013830

06/17/2026

AD201

AD201D1

AD201

AD201 D5

STORAGE / JAN

SHAFT

MECHANICAL

ELEC

STORAGE

COMM

TOILET

CLO

VESTIBULE

TOILET TOILET

ELEC

STORAGE

STAIR

STAIR RAMP D04

D03

D06

D07

SPRINKLER

ELEV

NEIGHBORING BUILDING

D18

D20

D07

D07 D07 D07

D23

TYP

D23

D20

D52D29

D35

1 2 3 4 5 6

D36 D41

D45

3' - 2 1/2"

8 3/4"

D19

STAIR

D19

AD301

21' - 6" 4' - 8" 10' - 6" 6' - 0" 7' - 1" 6' - 0" 6' - 11" 6' - 0" 7' - 11" 4' - 8" 4' - 9" 4' - 8"

D62

TYP

D62

TYP

D62

TYP

D62

TYP

D32

D02

D77

D05

D78

D05D79

D79

TYP

69' - 11 1/2"

D79

VIF

5' - 0 3/4"

D41

D36

D83 D83

D84

D82

D83 D84

D84

D85D85

D85

D86

D85

D87

EXISTING DOOR & FRAME TO REMAIN

EXISTING DOOR & FRAME TO BE

DEMOLISHED

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE

DEMOLISHED

NOT IN SCOPE

1. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF

ALL DISCREPANCIES PRIOR TO STARTING WORK.

2. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE DISTURBED BY THE

CONTRACTOR'S OPERATIONS SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING

ADJACENT MATERIALS SO THAT REPAIR IS IMPERCEPTIBLE.

3. REMOVE CHAIR RAILING, CROWN MOLDING AND OTHER DECORATIVE WOOD MOLDING.

4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OTHER DISCIPLINE

DEMOLITION SCOPE OF WORK.

5. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO

ACCUMULATE ON-SITE. TRANSPORT DEMOLISHED MATERIALS AND LEGALLY DISPOSE OF THEM.

6. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING

CONSTRUCTION AND CONSTRUCTION DOCUMENTS.

7. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING AS REQUIRED FOR ALL

DEMOLITION AND NEW WORK. IF ANY DAMAGE OCCURS TO THE EXISTING BUILDING OR NEW

CONSTRUCTION AS A RESULT OF IMPROPER OR INADEQUATE SHORING OR BRACING, THE

CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIR AND/ OR REPLACEMENT OF

DAMAGED AREAS. DAMAGED AREAS SHALL INCLUDE BUT NOT BE LIMITED TO STRUCTURE,

WINDOWS, FINISHES, EQUIPMENT, AND FURNISHINGS.

8. REMOVE ALL EXISTING FLOOR COVERINGS, CERAMIC TILE, VCT AND RUBBER WALL BASE

THROUGHOUT THE RENOVATION AREA. ANTICIPATE ± 11,900 SF OF VCT, ± 5,700 OF CARPET

9. REMOVE FIBER REINFORCED PLASTIC CLADDING THROUGHOUT RENOVATION AREA. 4

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

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SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DRAWN BY:

CHECKED BY:

U A

N C

E S

C H

E D

M B

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//S uf fo lk

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OVERALL FIRST FLOOR

PLAN - DEMOLITION

AD101

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

D W

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1/8" = 1'-0" B1

OVERALL FIRST FLOOR PLAN - DEMOLITION

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

PLAN NORTH

24'16'8'4'0

1/8"=1'-0"

GRAPHIC SCALE

D02 REMOVE HM DOOR, FRAME AND HARDWARE

D03 REMOVE OVERHEAD STEEL COILING DOOR, FRAME, AND TRACK

D04 REMOVE ADA RAMP AND RAILINGS

D05 REMOVE METAL STUD AND GYPSUM BOARD PARTITION

D06 REMOVE HM DOOR AND FRAME. PREPARE OPENING FOR NEW ALUM STOREFRONT WINDOW.

D07 REMOVE WALL CONSTRUCTION FOR NEW WORK OPENINGS

D18 REMOVE EXISTING CMU WALL

D19 REMOVE TREAD / RISER / AND LANDING FINISHES AND PREPARE SURFACES FOR NEW FINISHES.

D20 REMOVE PLUMBING FIXTURES, GRAB BARS AND TOILET ACCESSORIES

D23 REMOVE WINDOW BLINDS AND DECORATIVE CURTAINS

D29 REMOVE MASONRY AND GWB WRAPPED CHIMNEY FLUE DOWN TO FIRST FLOOR SLAB, COMPLETE

D32 REMOVE (E) ALUM STOREFRONT DOOR AND HARDWARE

D35 DEMOLISH BRICK FOR NEW WORK LINTEL REPLACEMENT. SEE ELEVATIONS AND STRUCTURAL DRAWINGS

D36 SAW CUT SLAB 3" DEEP FULL LENGTH OF NEW PARTITION FOR VIBRATION AND SOUND CONTROL TO OFFICES. SEE

NEW WORK FLOOR PLAN FOR NEW PARTITION LOCATION.

D41 REMOVE GWB AND METAL STUD CHASE. SEE PLUMBING DRAWINGS

D45 REMOVE DUMBWAITER COMPLETE

D52 REMOVE EXISTING MASONRY AND GWB WRAPPED LIGHT WELL DOWN TO FIRST FLOOR SLAB; COMPLETE

D62 REPAIR WALL PENETRATIONS LEFT AFTER REMOVAL OF VENTS AND PIPES. REMOVE DAMAGED BRICKS AS REQUIRED

AND INFILL WITH BRICK AND MORTAR TO MATCH EXISTING WALL. SEE MECHANICAL DRAWINGS

D77 DEMOLISH AND REPLACE STORM PIPE DRAIN

D78 REMOVE INTERIOR CONCRETE RAMP

D79 REMOVE ELECTRIC PANEL. SEE ELECTRICAL DRAWINGS

D82 SEE TYPICAL DEMO COLUMN DETAIL D2, SHEET A-501

D83 SEE TYPICAL DEMO COLUMN DETAIL D3, SHEET A-501

D84 SEE TYPICAL DEMO COLUMN DETAIL D4, SHEET A-501

D85 SEE TYPICAL DEMO COLUMN DETAIL D5, SHEET A-501

D86 EXISTING STEEL COLUMN

D87 SEE TYPICAL DEMO COLUMN DETAIL C4, SHEET A-501

D E

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Lic. No. 013830

JASON A. MILLER

O C

OHTAE

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CET

8:53:32

06/18/2026

1 2 3

4 5 6

D47

AD301

D52 D29

D57

D66

D42

AD301

D66

D01

D28

D01

D05

D80

D80D80

D80

D81

A5.1

AD301

D88

1. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY

ARCHITECT OF ALL DISCREPANCIES PRIOR TO STARTING WORK.

2. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE

DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED AND

REPAIRED TO MATCH EXISTING ADJACENT MATERIALS SO THAT REPAIR IS

IMPERCEPTIBLE.

3. REFER TO MEP DRAWINGS FOR OTHER DISCIPLINE DEMOLITION SCOPE OF

WORK.

4. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW

DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. TRANSPORT DEMOLISHED

MATERIALS AND LEGALLY DISPOSE OF THEM.

5. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN

EXISTING CONSTRUCTION AND CONSTRUCTION DOCUMENTS.

6. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING AS

REQUIRED FOR ALL DEMOLITION AND NEW WORK. IF ANY DAMAGE OCCURS

TO THE EXISTING BUILDING OR NEW CONSTRUCTION AS A RESULT OF

IMPROPER OR INADEQUATE SHORING OR BRACING, THE CONTRACTOR SHALL

ASSUME FULL RESPONSIBILITY FOR REPAIR AND/ OR REPLACEMENT OF

DAMAGED AREAS. DAMAGED AREAS SHALL INCLUDE BUT NOT BE LIMITED TO

STRUCTURE, WINDOWS, FINISHES, EQUIPMENT, AND FURNISHINGS.

7. REMOVE ALL SUSPENDED CEILING AND ASSOCIATED LIGHTS, SUPPLIES,

EXHAUST AND RETURNS WHERE SHOWN AS BEING DEMOLISHED.

EXISTING GYPSUM CEILING TO REMAIN

EXISTING CEILING GRID AND TILE TO BE DEMOLISHED

EXISTING HVAC SUPPLY, RETURN DIFFUSERS AND EXHAUSTS

TO BE DEMOLISHED, REFER TO HVAC DRAWINGS

EXISTING LIGHT FIXTURES TO BE DEMOLISHED, REFER TO

ELECTRICAL DRAWINGS

NOT IN SCOPE

EXISTING PLASTER ON METAL LATHE CEILING TO BE DEMOLISHED

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

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SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DRAWN BY:

CHECKED BY:

U A

N C

E S

C H

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//S uf fo lk

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OVERALL FIRST FLOOR

REFLECTED CEILING PLAN

- DEMOLITION

AD111

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

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1/8" = 1'-0" B1

FIRST FLOOR REFLECTED CEILING PLAN - DEMOLITION

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

PLAN NORTH

24'16'8'4'0

1/8"=1'-0"

GRAPHIC SCALE

D01 REMOVE FABRIC AWNING SYSTEM

D05 REMOVE METAL STUD AND GYPSUM BOARD PARTITION

D28 REMOVE METAL LOUVER AWNING SYSTEM

D29 REMOVE MASONRY AND GWB WRAPPED CHIMNEY FLUE DOWN TO FIRST

FLOOR SLAB, COMPLETE

D42 REMOVE EXTERIOR LIGHTING FIXTURES. SEE ELECTRICAL DRAWINGS

D47 REMOVE WALL HEATER. SEE MECHANICAL DRAWINGS

D52 REMOVE EXISTING MASONRY AND GWB WRAPPED LIGHT WELL DOWN TO

FIRST FLOOR SLAB; COMPLETE

D57 REMOVE EXTERIOR SIGNAGE AND STEM COMPLETE

D66 REMOVE EXTERIOR CEILING TILES. SEE HAZMAT DRAWINGS FOR MORE

INFORMATION

D80 REMOVE CEILING FINISH

D81 REMOVE WATER HEATER AND SOFTENER. SEE PLUMBING DRAWINGS

D88 REMOVE DUCTS. SEE MECHANICAL DRAWINGS

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Lic. No. 013830

JASON A. MILLER

O C

OHTAE

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8:53:32

06/18/2026

E E

A-201

A-201D2

A-201

A-201 D5

D34

LIGHT

WELL

CHIMNEY

FLUE

UNIT #21

UNIT #22

UNIT #23

UNIT #27

UNIT #26

UNIT #25

(E)EF

AD501

AD501 D3

AD501D5

(E)RD

(E)RD (E)RD (E)RD

(E)RD

(E)S/CH

(E)S

(E)RD

A-522

(E)S/CH

A-522

SIM. A5

A-522

TYP. AT CAPPED CURBS

D75

D49

D58

D50

D75

D49

D75

D58

D52

D29

D75

E10

D58

D49

D58

E10

E11

D58

D49D54

A-523

(E)VTR

D60

D49

D60

D59

CORE SAMPLE #1:

4.25"D: TPO MEMBRANE, 1/2" STYROFOAM,

1/2" GRAVEL, FLOOD COAT, 3" FIBERBOARD

CORE SAMPLE #2:

2.25"D: TPO MEMBRANE, 1/2" STYROFOAM,

1/2" GRAVEL, FLOOD COAT, 1.25" FIBERBOARD

CORE SAMPLE #3:

4.25"D: TPO MEMBRANE, 1/2" STYROFOAM,

1/2" GRAVEL, FLOOD COAT, 3" FIBERBOARD

D60

E09

D55

D68

(E)S/CH

D70

D67

D69

D68

AD501

HIGH

D71

D72

D30

D58

1. EXISTING ROOF SYSTEM (SINGLE-PLY MEMBRANE, 1/2" STYROFOAM, 1/2" GRAVEL, 1-3" FIBER BOARD WITH BITUMINOUS FLOOD COAT) TO BE DEMOLISHED DOWN TO EXISTING METAL DECK. ANY MOISTURE DAMAGED METAL DECK UNCOVERED SHALL BE EVALUATED BY THE STRUCTURAL ENGINEER OF RECORD FOR APPROPRIATE REMEDIATION OR REPLACEMENT MEASURES.

2. EXISTING PARAPET ROOF FLASHING MEMBRANE SHALL BE REMOVED IN IT'S ENTIRETY (TOP OF BLOCKING AND VERTICAL WALL.

3. EXISTING PARAPET BLOCKING SHALL BE REMOVED AND REPLACED. THE CONDITION OF THE EXISTING BLOCKING SHALL BE

EVALUATED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO REMOVAL/REPLACEMENT.

4. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO

STARTING WORK.

5. CONTRACTOR TO CLEAN AREAS ADJACENT TO DEMOLITION AREA OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION

OPERATIONS.

6. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. TRANSPORT / REMOVE FROM SITE ALL DEMOLISHED MATERIALS AND

LEGALLY DISPOSE OF THEM ACCORDING TO ALL STATE, FEDERAL AND EPA REQUIREMENTS.

7. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING CONSTRUCTION AND CONSTRUCTION

DOCUMENTS

8. ALL ROOFTOP MECHANICAL, ELECTRICAL AND/OR PLUMBING EQUIPMENT SHOWN FOR REFERENCE ONLY. REFER TO MEP

DOCUMENTS FOR SPECIFIC DESIGN INFO.

9. CONTRACTOR SHALL PROTECT ALL EXISTING MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT LOCATED BELOW THE

ROOF DECK FROM WELDING ACTIVES IN THE EVENT THAT PORTIONS OF THE EXISTING ROOF DECK NEEDS REPLACEMENT.

10. CONTRACTOR TO PROVIDE ABOVE CEILING CLEANING AT COMPLETION OF WORK, IN THE EVENT THAT PORTIONS OF THE

EXISTING ROOF DECK NEEDS REPLACEMENT.

11. ALL INSULATION SHALL BE TAPERED AT 1/4" PER FOOT. MINIMUM INSULATION THICKNESS SHALL BE 1.5"D.

12. DOWNSPOUTS TO BE REPLACED ARE APPROXIMATELY 30' IN HEIGHT.

13. REMOVE AND REPLACE ALL DAMAGED OR MISSING CEILING TILES ON THE SECOND FLOOR WHERE REFRIGERANT PIPING WAS

REMOVED. SEE MECHANICAL DRAWINGS FOR PIPING LOCATION.

14. REMOVE AND REPLACE ALL DAMAGED OR MISSING CEILING TILES ON THE SECOND FLOOR WHERE RAIN LEADERS WERE

MODIFIED. SEE MECHANICAL DRAWINGS.

REMOVE EXISTING ROOF DRAIN(E)RD

(E)S/CH

REMOVE EXSITING THRU-WALL SCUPPER, ALUMINUM

CONDUCTOR HEAD AND ALUMINUM DOWNSPOUT (± 14'-0")

EXISTING HEAT PUMP,

REFER TO MECHANICAL DRAWINGS

EXISTING EXHAUST FAN, REFER TO

MECHANICAL DRAWINGS

(E)EF

REMOVE EXISTING ROOF HATCH

(E)S REMOVE EXSITING THRU-WALL EMERGENCY SCUPPER

(E)VTR EXISTING VENT THRU-ROOF

EXISTING AIR HANDLING UNIT,

REFER TO MECHANICAL DRAWINGS X CORE SAMPLE LOCATION

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

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PROJECT NO:

DATE ISSUED:

SHEET NO:

DRAWN BY:

CHECKED BY:

U A

N C

E S

C H

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//S uf fo lk

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R en o_ A

R C

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OVERALL ROOF PLAN -

DEMOLITION

AD121

A. GENUNG

M. MIJAL

J. MILLER

06/17/2026

G O

D W

O T

B U

Y O

F S

U F

F O

, V

N . M

S T

. S U

F F

V A

R E

N O

V A

24'16'8'4'0

1/8"=1'-0"

GRAPHIC SCALE

127 EXISTING MECHANICAL CURB TO BE RAISED AT THIS MECHANICAL UNIT. REFER TO DETAIL A2/A-525

D29 REMOVE MASONRY AND GWB WRAPPED CHIMNEY FLUE DOWN TO FIRST FLOOR SLAB, COMPLETE

D30 REMOVE (E) TPO OVER BUR MEMBRANE ROOFING SYSTEM AND INSULATION DOWN TO METAL DECK

D34 REMOVE TPO ROOFING AND MTL DECK FOR NEW ROOF HATCH. SEE NEW ROOF PLANS

D49 REMOVE EXISTING CAPPED CURB DOWN TO METAL DECK

D50 REMOVE EXISTING ROOF DRAIN

D52 REMOVE EXISTING MASONRY AND GWB WRAPPED LIGHT WELL DOWN TO FIRST FLOOR SLAB; COMPLETE

D54 REMOVE EXISTING ROOF HATCH; COMPLETE

D55 REMOVE EXISTING PITCH POCKET

D58 REMOVE EXISTING CAPPED CURB AND STRUCTURAL RAIL; COMPLETE

D59 REMOVE EXISTING METAL COPING AND PARAPET MEMBRANE TYP.

D60 REMOVE EXISTING HEAT PUMP, REFER TO MECHANICAL DRAWINGS

D67 REMOVE EXISTING SCUPPER BOX AND WOOD BLOCKING AND PREPARE OPENING FOR MASONRY INFILL

D68 REMOVE EXISTING MASONRY AND PREPARE OPENING FOR SCUPPER BOX AND PRESSURE TREATED WOOD BLOCKING INSTALLATION. ALIGN NEW WORK

SCUPPER PORT WITH NEW WORK INSULATION HEIGHT

D69 REMOVE EXISTING DOWNSPOUT, SCUPPER BOX, CONDUCTOR HEAD, WOOD BLOCKING AND PREPARE OPENING FOR MASONRY INFILL

D70 REMOVE EXISTING DOWNSPOUT, SCUPPER BOX, CONDUCTOR HEAD, WOOD BLOCKING AND ANY ADDITIONAL MASONRY REQUIRED TO ALIGN NEW WORK

SCUPPER PORT WITH NEW WORK INSULATION HEIGHT

D71 REMOVE EXISTING PIPING PENETRATION

D72 REMOVE EXISTING ATTIC VENT

D75 DEMOLISH EXISTING RTU. SEE MECHANICAL DRAWINGS

E09 EXISTING MECHANICAL CURB

E10 EXISTING RTU UNIT, SEE MECHANICAL DRAWINGS

E11 EXISTING ELEVATOR PENTHOUSE MASONRY ENCLOSURE

1/8" = 1'-0" B2

OVERALL ROOF DEMOLITION PLAN

GENERAL SHEET NOTES: SHEET KEYNOTES: LEGEND:

PLAN NORTH

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Lic. No. 013830

JASON A. MILLER

O C

OHTAE

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A HCRDE

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CET

8:53:32

06/18/2026

FIRST FLOOR

0' - 0"

SECOND FLOOR

15' - 0"

E01 D04

The Virginian-Pilot

E03

E05

D26D26 D46

T.O. DECK

29' - 4 3/4"

D65D65

D65

D57

D32D02 D02

FIRST FLOOR

0' - 0"

SECOND FLOOR

15' - 0"

NEIGHBORING BUILDING

D01

T.O. DECK

29' - 4 3/4"

D02

FIRST FLOOR

0' - 0"

SECOND FLOOR

15' - 0"

NEIGHBORING BUILDING2'

21' - 6" 4' - 8" 10' - 6" 6' - 0" 7' - 1" 6' - 0" 6' - 11" 6' - 0" 7' - 11" 4' - 8" 4' - 9" 4' - 8"

E03

A-551

T.O. DECK

29' - 4 3/4"

D11

TYP

E15 E15 E15

D01D01

E01

D28

D06

D03

D07

D02

D11

D14

D27

D01

E04E04E04

E03

D42

D42 D42

E06

D11

D44 3' - 4"

8" 3'

D61

D29

D70

D69

D70

D74

D77

EXISTING BRICK TO REMAIN

EXISTING BRICK TO BE DEMOLISHED

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

1 2 3 4 5 6

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DRAWN BY:

CHECKED BY:

U A

N C

E S

C H

E D

M B

C R

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//S uf fo lk

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BUILDING ELEVATIONS -

DEMOLITION

AD201

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

G O

D W

O T

B U

Y O

F S

U F

F O

, V

N . M

S T

. S U

F F

V A

R E

N O

V A

LEGEND:SHEET KEYNOTES:GENERAL SHEET NOTES:

1/8" = 1'-0" D1

EAST ELEVATION - DEMOLITION

1/8" = 1'-0" C1

NORTH ELEVATION - DEMOLITION

1/8" = 1'-0" B1

SOUTH ELEVATION - DEMOLITION

1/8" = 1'-0" D5

WEST ELEVATION - DEMOLITION

D01 REMOVE FABRIC AWNING SYSTEM

D02 REMOVE HM DOOR, FRAME AND HARDWARE

D03 REMOVE OVERHEAD STEEL COILING DOOR, FRAME, AND TRACK

D04 REMOVE ADA RAMP AND RAILINGS

D06 REMOVE HM DOOR AND FRAME. PREPARE OPENING FOR NEW ALUM STOREFRONT

WINDOW.

D07 REMOVE WALL CONSTRUCTION FOR NEW WORK OPENINGS

D11 TOOTH-OUT EXISTING BRICK VENEER AS REQUIRED FOR NEW WORK OPENING,

TYP

D14 REPAIR VENT

D26 REMOVE BRICK FOR NEW SHELF ANGLE. SEE STRUCTURAL

D27 REMOVE ALUM STOREFRONT DOOR AND HARDWARE FOR REPLACEMENT

D28 REMOVE METAL LOUVER AWNING SYSTEM

D29 REMOVE MASONRY AND GWB WRAPPED CHIMNEY FLUE DOWN TO FIRST FLOOR

SLAB, COMPLETE

D32 REMOVE (E) ALUM STOREFRONT DOOR AND HARDWARE

D42 REMOVE EXTERIOR LIGHTING FIXTURES. SEE ELECTRICAL DRAWINGS

D44 REMOVE LOUVER. SEE MECHANICAL DRAWINGS

D46 REMOVE "VIRGINIAN-PILOT" SIGN AND REPAIR AS REQUIRED TO MATCH ADJACENT

FINISH. FILL MOUNTING PENETRATIONS WITH MATCHING MORTAR FILL

D57 REMOVE EXTERIOR SIGNAGE AND STEM COMPLETE

D61 REMOVE EXHAUST FAN. SEE MECHANICAL DRAWINGS

D65 REMOVE EXTERIOR SIGNAGE COMPLETE

D69 REMOVE EXISTING DOWNSPOUT, SCUPPER BOX, CONDUCTOR HEAD, WOOD

BLOCKING AND PREPARE OPENING FOR MASONRY INFILL

D70 REMOVE EXISTING DOWNSPOUT, SCUPPER BOX, CONDUCTOR HEAD, WOOD

BLOCKING AND ANY ADDITIONAL MASONRY REQUIRED TO ALIGN NEW WORK

SCUPPER PORT WITH NEW WORK INSULATION HEIGHT

D74 DEMOLISH INTERNAL ROOF DRAIN PIPING FOR REPLACEMENT. SEE NEW

CONSTRUCTION BUILDING ELEVATIONS

D77 DEMOLISH AND REPLACE STORM PIPE DRAIN

E01 EXISTING ALUMINUM STOREFRONT ENTRANCE DOOR AND GLAZING

E03 EXISTING ROOF LINE

E04 EXISTING ALUMINUM STOREFRONT WINDOWS

E05 EXISTING DOUBLE HUNG WINDOWS, TYP

E06 EXISTING ACCESS DOOR

E15 EXISTING CMU AND BRICK INFILL

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Lic. No. 013830

JASON A. MILLER

O C

OHTAE

N O M

A HCRDE

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CET

8:53:32

06/18/2026

REMOVE EXISTING HOLLOW

METAL DOOR, FRAME

AND HARDWARE COMPLETE

REMOVE EXISTING BRICK VENEER

REMOVE EXISTING 8" CMU

EXISTING 8" CMU

EXISTING BRICK VENEER

REMOVE EXISTING FURRING

REMOVE EXISTING 5/8" GWB

FIRST FLOOR

0' - 0"

EXSTING BRICK VENEER

EXISTING CMU

EXISTING INTERIOR BRICK

REMOVE EXISTING HOLLOW

METAL DOOR, FRAME

AND HARDWARE COMPLETE

EXISTING INTERIOR STAIRS

FIRST FLOOR

0' - 0"

REMOVE EXISTING 8" CMU

EXISTING 8" CMU

REMOVE EXISTING PLASTER ON METAL

LATHE

EXISTING 8" CMU

EXISTING CANOPY STRUCTURE

EXISTING CANOPY ROOFING SYSTEM

EXISTING CANOPY FASCIA

EXISTING BRICK VENEER ON METAL STUD

WALL

REMOVE EXISTING METAL

SOFFIT PANEL SYSTEM,

INCLUDING ANY NON-

STRUCTURAL FRAMING

COMPONENTS

8' - 0" ±

FIRST FLOOR

0' - 0"

REMOVE EXISTING BRICK VENEER

EXISTING 8" BRICK VENEER

REMOVE EXISTING METAL LATHE AND PLASTER

EXISTING 8" BRICK VENEER

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

1 2 3 4 5 6

SHEET NAME:

PROJECT NO:

DATE ISSUED:

SHEET NO:

DRAWN BY:

CHECKED BY:

U A

N C

E S

C H

E D

M B

C R

T ut od es k D oc s:

//S uf fo lk

V A

C ity P ro je ct s

H U

B _B

/G od w in

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R en o_ A

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H _R

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WALL SECTIONS -

DEMOLITION

AD301

A. GENUNG

MIJAL / MILLER

K. BARKER

06/17/2026

G O

D W

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B U

Y O

F S

U F

F O

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N . M

S T

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F F

V A

R E

N O

V A

1" = 1'-0" A1

WALL SECTION

1" = 1'-0"

WALL SECTION

1" = 1'-0" A5

WALL SECTION

1" = 1'-0" D1

CANOPY DETAIL - DEMOLITION

D E

N D

U M

D E

N D

U M

1" = 1'-0" A5.1

WALL SECTION

/24

Lic. No. 013830

JASON A. MILLER

O C

OHTAE

N O M

A HCRDE

ERT

CET

8:53:32

06/18/2026

A-403

A-401

A-402

SARGEANT

HEAD POLICE

OFFICER - TRAINING

COORD.

VESTIBULE

LOBBY

VICTIM WITNESS

CONFERENCE

STAIR 1

STOR

CONFERENCE

108VICTIM WITNESS

DIRECTOR

109TLT

CORRIDOR

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

DEPUTY CA

CHIEF DEPUTY CA

ADA TLT

TLT

STAFF

ENTRY

CONFERENCE

HEAD CW ATTORNEY

OFFICE

130 131

CHIEF

ADMIN

MANAGER

ASISSTANT CW

ATTORNEY

SUPERVISOR

ASSISTANT CW

ATTORNY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

ASSISTANT CW

ATTORNEY

CEASE FIRE CA

ASSISTANT CW

ATTORNEY

STORAGE

CHIEF

INVESTIGATOR

SUITE

CORRIDOR

CONFERENCE

BREAK ROOM

ASSITANT CW

ATTORNEY

POLICE

WELLNESS

ELEC

STORAGE

STAIR 3

173 167

MENS

SHOWER

WOMENS

SHOWER

CORRIDOR

STORAGE

COMM/DATA

/ELEC

STORAGE

ELEV

CHIEF ANIMAL

CONTROL OFFICER

JANITOR

TLT

ADA TLT

STORAGE

POLICE DEPT. OPEN

OFFICE

BREAK

SPRINKLER

VICTIM WITNESS

SUITE

COMMONWEALTH

ATTORNEY OPEN

OFFICE

A-404

116A

147A

A-404

B117 0A

170B

129A

CLOSET

A-402

14' - 0 9/16" ±16' - 8 1/2"27' - 2"5' - 10"16' - 11 3/4"5' - 6" 12' - 8 1/4"

10' - 10"10' - 10"10' - 10"9' - 0"10' - 10"20' - 11"

4' - 10" 10' - 0" 13' - 0" 12' - 11 3/4" 12' - 11 3/4" 12' - 11 3/4" 10' - 10" 10' - 10" 10' - 10" 10' - 10" 10' - 10"

G N

4SA

EQEQ

4SA

10' - 10"

10' - 10"10' - 10"10' - 11" A

G N

ALIGN

12' - 4"

A-201

A-201D2

A-201

A-201 D5

4SA

ALIGN

10' - 4" 10' - 4" 5' - 6" 14' - 0" 21' - 4" 22' - 5 3/4" 6' - 0"

3/ 4"

0" 5'

SF1 SF1SF1SF1

SF1SF1SF1SF1SF1

SF7

SF1 SF1

SF8

5' - 8" 14' - 8" 7' - 3" 9' - 6" 6' - 11" 9 5/8" 15' - 4" 5' - 6" 6' - 3" 10' - 8 3/4"

ALIGN

SF2

SF3SF4

SF10

SF9

SF5

SF6

G N

NEIGHBORING BUILDING

A-301

4SA

SF12 SF11 SF11 SF11 SF12 SF12

SHAFT

A-406B1

4" 2'

STORAGE

COPY AREA

CONFERENCE

COPY

CORRIDOR

SF1

CORRIDOR

COPY AREA

ALIGN

A-406C1

A-406

SIM

A-406

SIM

A-406

SIM

A-406

SIM

ALIGN

ADA TLT

4SB

4SA

SF1SF1

MOTHERS

ROOM

STORAGE

SF1

111 111111111111111

STAIR 2

1 2 3 4 5 6

A-502

4SA

106B

EX173

4SA

112B

10MA

3' - 5"

10"

A-502

4' - 10 1/2"1' - 10 1/2"

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 Sep 9, 2026.