260610_VIB Charlottesville Elevator Addition Drawings_Bid Submission - R1 1.pdf

EXISTING TO REMAIN

EXISTING TO BE DEMOLISHED

NEW CONSTRUCTION

PROJECT LOCATION

INTERSTATE 64

LONG ST

R

IV

A N N A R

IV

E R

E HIGH ST

M O

N T

IC

E

LL

O

A V E

RI

D G E

S T

W M

AIN ST

N

MONTICELLO AVE

CARLTON AVE

M O

N T

IC

E

LLO

R D

BELMONT AVE

LEO

N A R D R

D

BAINBRIDGE S

T

PROJECT LOCATION

N

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G0.01e

Cover Sheet

1102 Monticello Road Charlottesville, VA 22902

APPLICABLE CODES

THE BUILDING CODE AUTHORITY IS THE VIRGINIA DEPARTMENT OF GENERAL

SERVICES (DGS), DIVISION OF ENGINEERING AND BUILDINGS (DEB).

THE BUILDING CODE FOR THIS PROJECT IS THE VIRGINIA UNIFORM STATEWIDE

BUILDING CODE (VUSBC) 2021 EDITION, EFFECTIVE JANUARY 18, 2024. ALL WORK

SHALL CONFORM TO THE BUILDING CODE.

ALL WORK SHALL CONFORM TO THE 2021 VIRGINIA CONSTRUCTION CODE

INCLUDING VCC CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION AND THE 2021

INTERNATIONAL FIRE CODE CHAPTER 33 FIRE SAFETY DURING CONSTRUCTION AND

DEMOLITION.

THE PROJECT IS CLASSIFIED AS A CHAPTER 8 ADDITION AND CHAPTER 6

ALTERATION OF THE VIRGINIA EXISTING BUILDING CODE (VEBC) 2021 EDITION.

THE BUILDING IS DESIGNATED UNDER THE CONSTRUCTION AND PROFESSIONAL

SERVICES MANUAL (CPSM) 2025 EDITION, REVISION 0.

THE ACCESSIBILITY CODE FOR THIS PROJECT IS THE ADA STANDARDS FOR

ACCESSIBLE DESIGN (ASAD) 2010 EDITION EXCEPT WHEN IN CONFLICT WITH ANSI

A117.1-2017 AS CLARIFIED IN SECTION 4.2.2 OF THE CPSM 2024 EDITION.

THE FIRE CODES FOR THIS PROJECT ARE THE VIRGINIA STATEWIDE FIRE PREVENTION

CODE 2021 EDITION.

CODE SUMMARY

ORIGINAL YEAR BUILT

LAST MAJOR RENOVATION/ADDITION:

LAST MAJOR RENOVATION BUILDING CODE::

USE & OCCUPANCY CLASSIFICATION:

CONSTRUCTION TYPE:

SPRINKLERED:

FIRE ALARM:

EXISTING BUILDING AREA:

EXISTING BUILDING HEIGHT:

PROJECT AREA:

EXISTING ELEVATOR TYPE:

NEW FRIEGHT ELEVATOR TYPE:

BOCA 1996

NON-SEPARATED MIXED USE BUSINESS (B) AND

STORAGE (S-1). SEPARATED MIXED USE FACTORY (F-1)

1B

YES

YES

68,658 SF

46.15' (5 STORIES INCLUDING BASMENT & SUB

BASEMNET

1,902 SF

HYDRAULIC

HYDRAULIC

LOCATION MAP

PHASING

General

G0.01e Cover Sheet

G0.02e Symbols, Materials, Abbreviations, & Project Information

G0.03e Temporary Construction Details

G1.01e Egress, Occupancy & Fire Resistance Rating Plan

G1.02e Egress, Occupancy and Fire Resistance Rating Plan

G2.01e UL Details

G2.02e UL Details

G2.03e UL Details

G2.04e UL Details

G2.05e UL Details

G2.06e UL Details

G2.07e Boring Logs

Civil

C400e Site Plan

C401e Details

Architectural

AD1.01e Partial Demolition Floor Plans

AD3.01e Demolition Floor Sections

A1.01e Partial Floor Plans

A1.02e Partial Floor Plans and Elevator Elevations

A2.01e Freight Elevator Elevations

A3.01e Elevator Infill Sections

A4.01e Enlarged Freight Elevator Plans and Sections

A4.02e Enlarged Freight Elevator Details

A4.03e Enlarged Freight Elevator Details

Structural

S0.01e Structural Notes

S0.02e Structural Notes

S1.01e Sub-Basement Foundation Plan

S1.02e Basement Framing & Foundation Plan

S1.03e First Floor Framing & Foundation Plan

S1.04e Second Floor Framing Plan

S1.05e Third Floor Framing Plan

S1.06e Roof Framing

S3.01e Sections and Details

S5.01e Typical Details

Mechanical

M0.01e General Notes, Symbols and Abbreviations

MD1.01e Partial Mechanical Demolition Plans

M1.01e Partial Mechanical Plans

M6.01e Mechanical Schedules

M7.01e Mechanical Details and Controls

Plumbing

P0.01e General Notes, Symbols and Abbreviations

P1.01e Partial Plumbing Plans, Riser Diagram, Schedule and Details

Electrical

E0.01e General Notes, Symbols and Abbreviations

ED1.01e Partial Electrical Demolition Plan

ED1.02e Partial Electrical Demolition Plan

SHEET INDEX

THE PROJECT CONSISTS OF THE CONSTRUCTION OF A FREIGHT ELEVATOR AT THE VIRGINIA INDUSTRIES FOR THE BLIND (VIB) FACILITY IN CHARLOTTESVILLE, VIRGINIA. ONCE THE NEW ELEVATOR IS OPERATIONAL, THE EXISTING FREIGHT ELEVATOR SHALL BE REMOVED AND THE CONCRETE FLOOR INFILLED. THE BUILDING

SHALL REMAIN OCCUPIED AND OPERATIONAL AT ALL TIMES.

DESCRIPTION OF WORK

ASBESTOS DISCLOSURE STATEMENT

LEAD-BASED PAINT DISCLOSURE STATEMENT

Renovate the VIB Facility in Charlottesville Freight Elevator Addition

Department for the Blind and Vision Impaired (DBVI)

HIGH PERFORMANCE BUILDING ACT STATEMENT

VECC COMPLIANCE STATEMENT

A MASS NOTIFICATION SYSTEM IS NOT REQUIRED AND WILL NOT BE PROVIDED.

MASS NOTIFICATION SYSTEM STATEMENT

THE EMERGENCY COMMUNICATIONS SYSTEM WILL BE MONITORED BY A THIRD PARTY MONITORING

COMPANY AS IS CURRENTLY IN PLACE.

EMERGENCY COMMUNICATIONS STATEMENT

IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE BUILDING SHALL COMPLY WITH

VECC SECTIONS C402 THROUGH C405 AND C408.

AN ASBESTOS INSPECTION WAS PERFORMED AND NO ACM WAS FOUND. THE ASBESTOS INSPECTION

REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS.

AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS BEEN CONDUCTED AND CAN BE FOUND IN THE PROJECT SPECIFICATIONS. THIS REPORT IS PROVIDED FOR THE CONTRACTOR’S USE AND MAY NOT BE ALL INCLUSIVE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE

EXTENT POSSIBLE.

BUILDING AREAS

EXISTING ADDITION TOTAL

SUB-BASEMENT: 5,580 SF 232 SF 5,818 SF

BASEMENT: 21,350 SF 232 SF 21,588 SF

FIRST FLOOR: 18,996 SF 232 SF 19,234 SF

SECOND FLOOR: 11,193 SF 232 SF 11,431 SF

THIRD FLOOR: 11,193 SF 232 SF 11, 431 SF

PENTHOUSE FLOOR: 346 SF 346 SF

TOTAL AREA: 68,658 SF 1,160 SF 69,848 SF

IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE COST OF THE RENOVATIONS DOES NOT EXCEED 50% OF THE VALUE OF THE BUILDING.

VICINITY MAP

Architect

Cole & Denny Architects 333 N. Fairfax St., Suite 300 Alexandria VA, 22314

Setty & Associates IMEG PSI, Intertek 3040 Williams Drive, Suite 600 Fairfax, VA 22031

MPE & Fire Protection Engineers Structural Engineers

Structura Inc.

1414 Prince Street, Suite 200 Alexandria, VA 22314

Civil & Landscape Engineers

9900 Main Street, Fourth Floor Fairfax, VA 22031

Geotechnical Engineer

2930 Eskridge Road Fairfax, VA 22031

P.C. No. 702-18581-002

PER VUSBC

SUB-PROJECTS:

THE PROJECT TITLED RENOVATE THE VIB FACILITY IN CHARLOTTESVILLE FREIGHT ELEVATOR

ADDITION (PC No.:702-18581-002) IS A SUB-PROJECT TO THE PROJECT TITLED RENOVATE THE VIB FACILITY IN CHARLOTTESVILLE (PC No.: 702-18581-000), WHICH SHALL BE BID AND

SUBMITTED SEPARATELY.

“CONTACT VIRGINIA 811 AT 811, 1-800-552-7001, OR HTTPS://WWW.VA811.COM NO LESS THAN 72 HOURS PRIOR TO EXCAVATION AND DO NOT DISTURB THE SOIL UNTIL DIG TICKET HAS BEEN PROCESSED.

DIG NOTICE

FIRE-RESISTANCE RATING REQUIREMENTS

FOR BUILDING ELEMENTS (HOURS)

2021 VUBSC CONSTRUCTION TYPE 1B

PRIMARY STRUCTURAL FRAME 2

BEARING WALLS

EXTERIOR 2

INTERIOR 2

NON BEARING WALLS AND PARTITIONS

EXTERIOR 1

INTERIOR 0

FLOOR CONSTRUCTION AND ASSOCIATED

SECONDARY MEMBERS 2

ROOF CONSTRUCTION AND ASSOCIATED

SECONDARY MEMBERS 1

2021 VCC Table 601

ON AUGUST 2ND, 2024, THE DEPARTMENT FOR BLIND AND VISUALLY IMPAIRED (DBVI) RECIEVED

FINAL APPROVAL FROM THE ART AND ARCHITECTURAL REVIEW BOARD (AARB).

AARB

ED5.01e Partial Electrical Power Riser Diagram - Demolition

E1.01e Partial Electrical Lighting Plan - Sub Basement, Basement and First Floor Plan

E1.02e Partial Electrical Lighting Plan - Second, Third, and Roof Plan

E2.01e Partial Electrical Power and FA Plan - Basement and Sub Basement Floor Plan

E2.02e Partial Electrical Power Plan - Third and Roof Plan

E3.01e Partial Fire Alarm Plan - Sub Basement and Basement Plan

E3.02e Partial Fire Alarm Plan - First and Second Floor Plan

E3.03e Partial Fire Alarm Plan - Third Floor Plan

E5.01e Partial Electrical Power Riser Diagram - New

E5.02e Partial Fire Alarm Riser Diagram and Fire Alarm Operational Matrix

E6.01e Electrical Schedules

E6.02e Electrical Panel Schedules

E7.01e Electrical Details

Fire Protection

F0.01e General Notes, Symbols, and Abbreviations

FD1.01e Partial Fire Protection Demolition Plans

F1.01e Partial Fire Protection Plans

F1.02e Partial Fire Protection Plans and Detail

DELEGATED DESIGN LIST

DELEGATED DESIGN ITEMS SHALL BE DESIGNED BY A CERTIFIED DESIGN PROFESSIONAL LICENCE IN

THE COMMONWEALTH OF VIRGINIA. SHOP DRAWINGS AND SUBMITTALS SHALL BE SIGNED AND

SEALED IN ACCORDANCE WITH THE PROJECT MANUAL. THIS PROJECT INCLUDES THE FOLLOWING

DELEGATED DESIGN ITEMS:

1. FIRE SUPPRESSION*

2. FIRE ALARM*

3. BOLTED & WELDED CONNECTIONS

4. DUCT HANGERS

5. PIPE HANGERS

6. COMMON STEEL STRUCTURAL CONNECTIONS

7. LIGHT GAUGE STEEL

* INDICATES SYSTEMS WITH SHOP DRAWING / APPROVAL BY THE STATE BUILDING OFFICIAL AFTER

THE A/E REVIEWS AND APPROVES THE SHOP DRAWINGS

No. Revision Date

EARTH

GRANULAR FILL

CONCRETE

BRICK

CMU

GROUT

STEEL

WOOD LUMBER

FINISH LUMBER

PLYWOOD

GYPSUM WALLBOARD

BATT INSULATION

RIGID INSULATION

SEALANT

SEALANT & BACKER ROD

SEALANT & COMPRESSIBLE

MATERIAL

ROOM NAME &

NUMBER

PARTITION TYPE

DOOR TYPE

# WINDOW TYPE

LEVEL MARKER

KEYNOTE

SECTION REFERENCE

SECTION NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

SHEET NUMBER WHERE

DETAIL IS REFERENCED

FROM

DETAIL REFERENCE

DETAIL NUMBER

SHEET NUMBER

WHERE SECTION IS

REFERENCED FROM

SHEET NUMBER WHERE

SECTION IS LOCATED

ELEVATION REFERENCE

ELEVATION NUMBER

SHEET NUMBER WHERE

ELEVATION IS REFERENCED

FROM SHEET NUMBER WHERE

ELEVATION IS LOCATED

INTERIOR ELEVATION

ELEVATION NUMBER

SHEET NUMBER WHERE

ELEVATION IS LOCATED

SECTION NUMBER

SHEET NUMBER WHERE

SECTION IS LOCATED

Name

NAME

BORING B-2

BORING B-1

TRIBUTARY ROOF

DRAIN AREA

ROOF DRAIN CALCULATIONS

SIZE OF

EX ROOF DRAIN

NO. OF ROOF

DRAINS

AREA CAPACITY

PER ROOF DRAIN

TOTAL AREA

CAPACITY

TRIBUTARY

ROOF AREA

ADD. TRIBUTARY

ROOF AREA

NEW TOTAL TRIBUTARY

ROOF AREA

4" 3 3,070 SF 9,210 SF 5,636 SF 272 SF 5,908 SF

FIRE-RESISTANCE THROUGH

PENETRATION NOTES

1. THROUGH PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS SHALL BE INSTALLED IN ACCORDANCE WITH

VCC SECTION 714.4.1, EXCEPTION 1:

IN CONCRETE OR MASONRY WALLS WHERE THE PENETRATING ITEM IS A MAXIMUM 6-INCH NOMINAL

DIAMETER AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE

INCHES, CONCRETE, GROUT OR MORTAR IS PERMITTED WHERE INSTALLED THE FULL THICKNESS OF THE

WALL OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE-RESISTANCE RATING.

2. THROUGH PENETRATIONS IN FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES SHALL BE INSTALLED IN

ACCORDANCE WITH VCC SECTION 714.5.1, EXCEPTION 2:

PENETRATIONS IN A SINGLE CONCRETE FLOOR BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS WITH A MAXIMUM 6-INCH NOMINAL DIAMETER, PROVIDED THAT THE CONCRETE, GROUT OR MORTAR IS INSTALLED THE FULL THICKNESS OF THE FLOOR OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE-RESISTANCE RATING. THE PENETRATING ITEMS SHALL NOT BE LIMITED TO THE PENETRATION OF A SINGLE CONCRETE FLOOR, PROVIDED THAT THE AREA OF THE OPENING THROUGH EACH FLOOR DOES

NOT EXCEED 144 SQUARE INCHES.

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G0.02e

Symbols, Materials, Abbreviations, & Project Information

MATERIALSDRAWING SYMBOLS ABBREVIATIONS

# NUMBER

& AND

@ AT

ACP ACOUSTICAL CEILING PANEL

AFF ABOVE FINISH FLOOR

ALT ALTERNATIVE

ALUM ALUMINUM

ASTM AMERICAN SOCIETY OF TESTING &

MATERIALS

BD BUILDING

BOT BOTTOM

CJ CONTROL JOINT

CLG CEILING

CLOS CLOSET

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DS DOWNSPOUT

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISHING SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EXIST EXISTING

EXT EXTERIOR

FE FIRE EXTINGUISHER

FRT FIRE RETARDANT TREATED

FT FEET/FOOT

GA GAUGE

GALV GALVANIZED

GWB GYPSUM WALL BOARD

HDWR HARDWARE

HM HOLLOW METAL

HR HOUR

IN INCH

INSUL INSULATION

INT INTERIOR

JAN JANITOR'S CLOSET

JT JOINT

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

OC ON CENTER

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLYWD PLYWOOD

PT PRESSURE TREATED

PTD PAINTED

PVC POLYVINYL CHLORIDE

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RM ROOM

SCW SOLID CORE WOOD

SF SQUARE FOOT/FEET

SIM SIMILAR

SST STAINLESS STEEL

STOR STORAGE

STRUCT STRUCTURAL

THRU THROUGH

TOS TOP OF STEEL

TYP TYPICAL

UL UNDERWRITER'S LABORATORIES

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITE TILE

VEST VESTIBULE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W/ WITH

WD WOOD

1/32" = 1'-0"A2.01 G0.02e

1 GEOTECHNICAL BORING LOCATIONS

0' 20' 40' 60'

SCALE: 1/32" = 1'-0"

2021 VCC CONCRETE MASONRY WALL THICKNESS

1T

BASE

EXISTING STRUCTURE

ABOVE

ACOUSTICAL SEALANT

4 7/8"

3 5/8" METAL STUDS

@ 24" O.C. MAX

5/8" GYPSUM WALL

BOARD

1 HR PARTITION PER

UL-419.

E

D

7 8 9 104a 6

STORAGE

MATERIAL

LIFTEXIST 2-HOUR

OVERHEAD

CEILING DOOR

CONSTRUCTION

BARRIER

TEMPORARY WAREHOUSE EGRESS

DURING CONSTRUCTION.

TEMPORARILY OPEN AND DISABLE

OVERHEAD DOOR FOR TEMP

EGRESS

EXISTING CANOPY

EXISTING FENCE

AREA OF

CONSTRUCTION

D

N 1 HOUR TEMPORARY

EXTERIOR WALL PER

ESR 174845 MIN TEMPORARY

DOOR. PROVIDE EXIT

SIGNAGE

TEMPORARY MANUF ADA

COMPLIANT ALUM STAIR

TEMPORARILY CLOSE

EXTERIOR DOOR AND

RELOCATE EXIT SIGNAGE

TO TEMP. EGRESS

45 MIN

TEMPORARY

DOOR

1 HOUR TEMPORARY

CONSTRUCTION BARRIER

AT BASEMENT AND SUB-

BASEMENT

1 HOUR TEMPORARY

CONSTRUCTION BARRIER

AT EACH FLOOR

1T1T 1T

REMOVE DOCK LEVELER

AND INFILL WITH TEMP

FLOORING & DELEGATED

DESIGN LIGHT GAUGE MTL

STRUCTURE

G0.03eG0.03e

6a

G

3b 4a 6

EXPANSION JOINT

FREIGHT

ELEVATOR

1 HOUR TEMPORARY

CONSTRUCTION

BARRIER AT EACH

FLOOR

45 MIN

TEMPORARY

DOOR

1T

1T

1T

1T

6b

6c

6a

TEMPORARY MANUF ADA

COMPLIANT ALUM STAIR &

LANDING - DELEGATED

DESIGN

LIGHT GAUGE MTL FRAMING @ 12" OC

45 MIN. TEMP HM DOOR &

FRAME

PRECAST CONC STRUCTURAL

FLOOR PANEL FLUSH WITH EXIST

WAREHOUSE FLOOR

EXTRUDED ALUM ADA COMPLIANT

THRESHOLD SET IN SEALANT

ALUM FLASHING

6" MTL STUD

EXIST. STL ANGLE

4" EIFS

AIR BARRIER

5/8" TYPE X GYPSUM BD

LIGHT GAUGE MTL FRAMING

LEDGER BEYOND, ALL SIDES

4" EIFS

AIR BARRIER

5/8" TYPE X GYPSUM BD

ALUM FLASHING

6" MTL STUD

4" EIFS

AIR BARRIER

5/8" TYPE X GYPSUM BD

R-19 BATT INSULATION

5/8" TYPE X GYPSUM BD

R-19 BATT INSULATION

5/8" TYPE X GYPSUM BD

4" MAX

" R

IS

ER

M

AX

" H

AN

D

RA

IL

" G

U

AR

D

'-0

12" HANDRAIL EXTENSION

11" TREAD MIN 12" HANDRAIL EXT

TEMPORARY MANUF ADA

COMPLIANT ALUM STAIR &

LANDING - DELEGATED

DESIGN

THE FACILITY MANUFACTURES PRODUCTS SUCH AS MATTRESSES AND OTHER

TEXTILE GOODS FOR THE VIRGINIA INDUSTRIES FOR THE BLIND AND THE

MAJORITY OF THE EMPLOYEES ARE VISUALLY IMPAIRED. THE CONTRACTOR

SHALL NOT LEAVE TOOLS, EQUIPMENT OR MATERIALS IN ANY LOCATION

WHERE THEY COULD CAUSE A HAZARD.

THE BUILDING SHALL REMAIN OCCUPIED AND OPERATIONAL THROUGHOUT

CONSTRUCTION. THE SPRINKLER AND FIRE ALARM SYSTEMS MUST REMAIN

OPERATIONAL AT ALL TIMES.

THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING, MAINTAINING,

REMOVING ALL CONSTRUCTION BARRIERS. ALL FINISHES MUST BE REPAIRED

TO THEIR PRE-CONSTRUCTION CONDITION AT THE CONCLUSION OF THE

WORK.

THE CONTRACTOR SHALL SCHEDULE ALL WORK WITH THE OWNER. GENERAL

PHASING OF THE WORK SHALL OF THE WORK SHALL BE AS FOLLOWS:

PHASE 1: CONSTRUCT TEMPORARY BARRIERS FOR REMOVAL OF EXISTING

LIFT BETWEEN SUB-BASEMENT AND BASEMENT AND THE CONSTRUCTION OF

NEW FRIGHT ELEVATOR. CONSTRUCT TEMPORARY EXIT AT LOADING DOCK.

PHASE 2: CONSTRUCT NEW FREIGHT ELEVATOR AND COMMISSION AND

INFILL SLAB AT REMOVED MATERIAL LIFT. NOTE, THE NEW FRIGHT ELEVATOR

MUST BE FULLY OPERATIONAL PRIOR TO PROCEEDING TO THE NEXT PHASE.

PHASE 3: REMOVE TEMPORARY CONSTRUCTION BARRIERS, STAIRS AND

EXISTING WAREHOUSE EGRESS.

PHASE 4: CONSTRUCT TEMPORARY CONSTRUCTION BARRIERS AT EXISTING

FRIGHT ELEVATOR

PHASE 5: REMOVE EXISTING FREIGHT ELEVATOR AND EQUIPMENT.

PHASE 6: INFILL EXISTING SLAB OPENING.

PHASE 7: REMOVE TEMPORARY CONSTRUCTION BARRIERS AND RESTORE ALL

FINISHES TO PRE-CONSTRUCTION CONDITION.

CONSTRUCTION PHASING NOTES

1/8" = 1'-0"A2.01 G0.03e

2 TEMPORARY EGRESS AND CONSTRUCTION BARRIER PLAN

1/8" = 1'-0"A2.01 G0.03e

1 TEMP CONSTRUCTION BARRIER PLAN LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G0.03e

Temporary Construction Details

5'0' 10' 20'

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

N

1 1/2" = 1'-0"G0.03e G0.03e

3 TEMP DOOR THRESHOLD DETAIL

TEMPORARY CONSTRUCTION NOTES

1. CONTRACTOR SHALL REMOVE THE EXISTING DOCK LEVELER, BUMPERS, AND OVERHEAD DOOR FROM

LOADING DOCK BAY 1 IN ORDER TO CONSTRUCT THE TEMPORARY EGRESS.

2. THE CONSTRACTOR SHALL INSTALL A 1-HR EXTERIOR TEMPORARY WALL IN ACCORDANCE TO

ESR-1748 AND PROVIDE A TEMPORARY STAIR FOR EGRESS.

3. AT THE CONCLUSION OF CONSTRUCTION AND AFTER EXISTING EGRESS IS RESTORED THE

CONTRACTOR SHALL INSTALL A NEW DOCK LEVELER, BUMPERS, AND OVERHEAD DOOR IN LOADING DOCK

BAY 1.

1/2" = 1'-0"G0.03e G0.03e

4 LOADING DOCK TEMP EGRESS STAIR

X XX X X

X X

X

X X

X XX

1-HR FIRE BARRIER

EGRESS STARTING POINT

POINT AT WHICH A CHOICE OF

TWO EXITS BECOMES AVAILABLE

REMAINING TRAVEL DISTANCE

(REMAINING TRAVEL DISTANCE +

COMMON PATH OF TRAVEL

<250' FOR "S", AND "F-1" OCCUPANCIES

<300' FOR "B" OCCUPANCY).

COMMON PATH OF TRAVEL

<100' FOR "B", "F", AND "S" OCCUPANCIES)

EGRESS LEGEND

2-HR FIRE BARRIER

NOTE: EGRESS SHOWN POST-CONSTRUCTION

SB01

STORAGE

SB10

ELEV EQUIP

RM

SB11

MECHANICAL

ROOM

SB05

TOILET

ROOM

SB08

JAN

CLOS

SB01A

MAINTENANCE

SHOP

MATERIAL

LIFT

SB09

ELEV

LOBBY

S2

STAIR

S3

STAIR

ELEV

FREIGHT

ELEVATOR

18'

72'

45'

30'

29'-4"

56'

UP

UP

UP

STORAGE

ELEC

ROOM

MECHANICAL

RM

WMN'S

TLT

MEN'S

TLT

JAN

CLOS

STORAGE

WAREHOUSE

OFFICE

LIFT

UP

DN UP

S1

STAIR

S3

STAIR

S2

STAIR

FREIGHT

ELEVATOR

ELEV

57'-6"

57'-7"

137'-11"

6' 103'-1"

95'-3" 36'

ELEV

LOBBY

91'-8"

22'-3"

95'99'-9"

8'-6" 10'-4"

DN

MANUFACTURING

AREA

SUPERVISOR

OFFICE

ELEV

LOBBY

WMN'S

TLT

MEN'S

TLT

JAN

CLOS

S1

STAIR

S2

STAIR

S3

STAIR

UPDN

UP

DN UP

OFFICE 131

OFFICE

OFFICE

OFFICE

COPY

ROOM

MAIL

ROOM

CONFERENCE

RM

WAITING

OFFICE

TOILET

CLOSET

OFFICE

JANITOR

KITCHEN

W TLT

M-TLT 116

BREAK

ROOM

NETWORK

CLOS

ELEC

RM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

VESTIBULE 233 GSF

136 A

CORRIDOR

FREIGHT

ELEVATOR

ELEV

137'-2"

6'

95'-2" 36'

60'-4"

9'-9"

61'-2"

21'-10"

67'-5"

UP

DN

EXISTING

ROOF

EXISTING

CANOPY

OCCUPANCY LEGEND

FUNCTION OF SPACE OCC. LOAD FACTOR

ASSEMBLY AREAS,

UNCONCENTRATED

15 NSF

PER 2021 VCC TABLE 1004.5

BUSINESS AREAS 150 GSF

ACCESSORY STORAGE AREAS &

MECHANICAL EQUIPMENT ROOM

300 GSF

500 GSFWAREHOUSES

100 GSFINDUSTRIAL

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G1.01e

Egress, Occupancy & Fire Resistance Rating Plan

OCCUPANCY AND PLUMBING FIXTURE CALCULATIONS

1/16" = 1'-0"A2.01 G1.01e

1 SUB-BASEMENT FLOOR EGRESS PLAN

1/16" = 1'-0"A2.01 G1.01e

2 BASEMENT FLOOR EGRESS PLAN

1/16" = 1'-0"A2.01 G1.01e

3 FIRST FLOOR EGRESS PLAN

0' 10' 20' 30'

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

N

1-HR FIRE BARRIER

EGRESS STARTING POINT

POINT AT WHICH A CHOICE OF

TWO EXITS BECOMES AVAILABLE

REMAINING TRAVEL DISTANCE

(REMAINING TRAVEL DISTANCE +

COMMON PATH OF TRAVEL

<250' FOR "S", AND "F-1" OCCUPANCIES

<300' FOR "B" OCCUPANCY).

COMMON PATH OF TRAVEL

<100' FOR "B", "F", AND "S" OCCUPANCIES)

EGRESS LEGEND

2-HR FIRE BARRIER

NOTE: EGRESS SHOWN POST-CONSTRUCTION

OCCUPANCY LEGEND

FUNCTION OF SPACE OCC. LOAD FACTOR

ASSEMBLY AREAS,

UNCONCENTRATED

15 NSF

PER 2021 VCC TABLE 1004.5

BUSINESS AREAS 150 GSF

ACCESSORY STORAGE AREAS &

MECHANICAL EQUIPMENT ROOM

300 GSF

500 GSFWAREHOUSES

ASSEMBLY AREAS,

STANDING

5 NSF

100 GSFINDUSTRIAL

VEST

PRODUCTION

UPDN

UP

DN UP

DN

129'-4"

37'-8"

WMN'S

TLT

JAN

CLOS

MEN'S

TLT

ELEV

LOBBY

ELEV

FREIGHT

ELEVATOR

S1

STAIR

STAIR

#3

STAIR

#2

303 A

OFFICE

EXISTING

ROOF

EXISTING

ROOF

DN

54'-7"

4'-6"

65'-8"

EXISTING

ROOF

STORAGE

PENTHOUSE

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF FREIGHT

ELEVATOR

WMN'S

TLT

JAN

CLOS

MEN'S

TLT

UPDN

UP

DN UP

TICK

PRODUCTION

VEST

PRODUCTION

ELEV

LOBBY

ELEV

FREIGHT

ELEVATOR

S1

STAIR

S2

STAIR

S3

STAIR

128'-10"

3'-8" 74'-8" 45'-6"

DN

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

THE FACILITY MANUFACTURES PRODUCTS SUCH AS MATTRESSES AND OTHER

TEXTILE GOODS FOR THE VIRGINIA INDUSTRIES FOR THE BLIND AND THE

MAJORITY OF THE EMPLOYEES ARE VISUALLY IMPAIRED. THE CONTRACTOR

SHALL NOT LEAVE TOOLS, EQUIPMENT OR MATERIALS IN ANY LOCATION

WHERE THEY COULD CAUSE A HAZARD.

THE BUILDING SHALL REMAIN OCCUPIED AND OPERATIONAL THROUGHOUT

CONSTRUCTION. THE SPRINKLER AND FIRE ALARM SYSTEMS MUST REMAIN

OPERATIONAL AT ALL TIMES.

THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING, MAINTAINING,

REMOVING ALL CONSTRUCTION BARRIERS. ALL FINISHES MUST BE REPAIRED

TO THEIR PRE-CONSTRUCTION CONDITION AT THE CONCLUSION OF THE

WORK.

THE CONTRACTOR SHALL SCHEDULE ALL WORK WITH THE OWNER. GENERAL

PHASING OF THE WORK SHALL OF THE WORK SHALL BE AS FOLLOWS:

PHASE 1: CONSTRUCT TEMPORARY BARRIERS FOR REMOVAL OF EXISTING

LIFT BETWEEN SUB-BASEMENT AND BASEMENT AND THE CONSTRUCTION OF

NEW FRIGHT ELEVATOR. CONSTRUCT TEMPORARY EXIT AT LOADING DOCK.

PHASE 2: CONSTRUCT NEW FREIGHT ELEVATOR AND COMMISSION AND

INFILL SLAB AT REMOVED MATERIAL LIFT. NOTE, THE NEW FRIGHT ELEVATOR

MUST BE FULLY OPERATIONAL PRIOR TO PROCEEDING TO THE NEXT PHASE.

PHASE 3: REMOVE TEMPORARY CONSTRUCTION BARRIERS, STAIRS AND

EXISTING WAREHOUSE EGRESS.

PHASE 4: CONSTRUCT TEMPORARY CONSTRUCTION BARRIERS AT EXISTING

FRIGHT ELEVATOR

PHASE 5: REMOVE EXISTING FREIGHT ELEVATOR AND EQUIPMENT.

PHASE 6: INFILL EXISTING SLAB OPENING.

PHASE 7: REMOVE TEMPORARY CONSTRUCTION BARRIERS AND RESTORE ALL

FINISHES TO PRE-CONSTRUCTION CONDITION.

CONSTRUCTION PHASING NOTES

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G1.02e

Egress, Occupancy and Fire Resistance Rating Plan

1/16" = 1'-0"A2.01 G1.02e

2 THIRD FLOOR EGRESS PLAN

1/16" = 1'-0"A2.01 G1.02e

3 ROOF EGRESS PLAN

1/16" = 1'-0"A2.01 G1.02e

1 SECOND FLOOR EGRESS PLAN

0' 10' 20' 30'

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

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G2.01e

UL Details

UL DESIGN D916

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G2.02e

UL Details

UL DESIGN D916, CONTINUED

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G2.03e

UL Details

UL DESIGN P801

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G2.04e

UL Details

UL DESIGN F-A-1218

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G2.05e

UL Details

ESR 1748

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G2.06e

UL Details

ESR 1748

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

G2.07e

Boring Logs

18" RCP

" R

CP

18" RCP

" R

CP

15" RCP

6" PVC 6" PVC 6" PVC

6" PVC

6" PIPE

6" PIPE

6" PIPE

4" PVC

6" PIPE

4"

PIP

E

4" PIPE

VI

RG

IN

IA

S

TA

TE

G

RI

D

NO

RT

H

NA

D

E:11490600 N:3896000

E:11490600 N:3895800

E:11491000 N:3896000

E:11491000 N:3896200

M O

NT

IC

EL

LO

R O

AD

BRAINBRIDGE STREET

LE

O

NA

RD

S

TR

EE

T

EXISTING BUILDING

1102 Monticello Road

EX. FF = 472.48

EX. BF = 463.32

464 46

466 46

478480

PROPOSED ELEVATOR

" R

CP

18" RCP

" R

CP

REMOVE PORTION OF

EXISTING 18" STORM

SEWER

X X X X X X X

TOP=468.25

INV OUT = 462.87

TOP=468.26

INV IN = 462.58

INV OUT = 462.48

TOP=466.90

INV IN = 461.87

INV OUT = 461.77

TOP=467.17

INV IN = 461.46

INV OUT = 461.36

68.32 67.54

67.39 68.08

A

B

C

CLEANOUT

TOP=467.06

INV = 460.00

CLEANOUT

TOP=467.12

INV = 459.76

CLEANOUT

TOP=464.43

INV = 459.16

INV IN = 458.75

8" HDPE

8" HDPE

8" HDPE

PROP. 8" HDPE PIPE

SYSTEM TO CONNECT

ELEVATOR FOUNDATION

DRAIN TO EX. STORM

SEWER

10 402020 0

GRAPHIC SCALE

1" = 20'

04/18/2026

C400e

SITE PLAN

Consultants

703.684.5994

333 North Fairfax Street Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902 une 10, 2026

22017.03

No. Revision Date

06/10/2026

J

C401e

DETAILS

Consultants

703.684.5994

333 North Fairfax Street Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902 une 10, 2026

22017.03

No. Revision Date

06/10/2026

J

X X

X

SD

SD

7 8

G

STORAGE

D-5

D-4

FREIGHT

ELEVATOR

3b 4a

D-3

D-6

EXPANSION JOINT

MATERIAL

LIFT2-HOUR

OVERHEAD

CEILING DOOR

AD3.01eAD1.01e

AD3.01eAD1.01e

AD3.01eAD1.01e

AD3.01eAD1.01e

D-8

D-7

EQ

VIF

14'-8" EQ

7 8 9

G

D-5

D-4

3b 4a

D-6

WAREHOUSE ROOF

FREIGHT

ELEVATOR

EXPANSION JOINT

AD3.01eAD1.01e

AD3.01eAD1.01e

D-4

AD3.01eAD1.01e

D-7

EQ

VIF

14'-8" EQ

7 8 9

G

SB01A

MAINTENANCE

SHOP

SB01

STORAGE

MATERIAL

LIFT

D-1

X X

X

4a 6

X X

D-3

AD3.01eAD1.01e

EXIST FENCE

TO REMAIN

D-2

AD3.01eAD1.01e

EXIST FENCE

TO REMAIN

EQ

VIF

14'-8" EQ

G

VEST

PRODUCTION

3b 4a 6

D-6

EXPANSION JOINT

OFFICE

D-4

D-5

AD3.01eAD1.01e

AD3.01eAD1.01e

D-4

FREIGHT

ELEVATOR

AD3.01eAD1.01e

EQ

VIF

14'-8" EQ

7 8 9

G

3b 4a 6

EXPANSION JOINT

STORAGE

MOP

WINDING

D-6

D-5

AD3.01eAD1.01e

AD3.01eAD1.01e

D-4

FREIGHT

ELEVATOR

D-4

AD3.01eAD1.01e

EQ

VIF

14'-8" EQ

N

AREA OF WORK

F

8 9

G

OPEN TO

BELOW

PENTHOUSE

3b 4a 6

AD3.01eAD1.01e

D-9

EQ

VIF

14'-8" EQ

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

AD1.01e

Partial Demolition Floor Plans

1/8" = 1'-0"A2.01 AD1.01e

2 PARTIAL BASEMENT DEMOLITION PLAN

GENERAL DEMOLITION NOTES

1. ALL EXISTING DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED.

2. REQUIRED DEMOLITION SHALL NOT BE LIMITED TO THAT PORTION ON THE

PLANS, BUT SHALL INCLUDE ALL NECESSARY WORK (OR INCIDENTAL THERE TO)

TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

3. REMOVE FLOOR, WALL, AND CEILING FINISHES AND CONSTRUCTION AS

INDICATED.

4. REPAIR EXISTING CONSTRUCTION TO REMAIN WHERE MECHANICAL, PLUMBING,

FIRE PROTECTION, AND ELECTRICAL WORK IS REMOVED TO MATCH EXISTING

CONSTRUCTION. WHERE MASONRY IS EXPOSED, TOOTH-IN NEW WORK WITH

FULL-SIZE MASONRY UNITS.

5. PREPARE REMAINING SPACE TO RECEIVE NEW CONSTRUCTION. PATCH ALL AREAS

INCLUDING BUT NOT LIMITED TO ROOFS, WALLS, FLOORING, AND SLABS. ALL

PATCH WORK TO MATCH EXISTING.

5'0' 10' 20'

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

N

1/8" = 1'-0"A2.01 AD1.01e

3 PARTIAL FIRST FLOOR DEMOLITION PLAN

1/8" = 1'-0"A2.01 AD1.01e

1 PARTIAL SUB BASEMENT DEMOLITION FLOOR PLAN

1/8" = 1'-0"A2.01 AD1.01e

4 PARTIAL SECOND FLOOR DEMOLITION PLAN

1/8" = 1'-0"A2.01 AD1.01e

5 PARTIAL THIRD FLOOR DEMOLITION PLAN

KEY DEMOLITION NOTES

1/8" = 1'-0"A2.01 AD1.01e

6 PARTIAL ROOF DEMOLITION PLAN

D-1 EXCAVATE AND REMOVE PORTION OF EXISTING FOUNDATION WALL TO

ACCOMODATE NEW ELEVATOR - SHORE - SEE STRUCT

D-2 REMOVE EXISTING CHAIN LINK FENCE & GATE

D-3 REMOVE EXISTING MATERIAL LIFT - SEE ELEC

D-4 REMOVE EXISTING MASONRY ELEVATOR ELEVATOR SHAFT WALL - SHORE -

SEE STRUCT

D-5 REMOVE EXISTING WINDOW AND EXTERIOR WALL. CONSISTING OF EIFS

AND BRICK - SHORE - SEE STRUCT

D-6 REMOVE ALL EXISTING FREIGHT ELEVATOR COMPONENTS, INCLUDUNG BUT

NOT LIMITED TO CAB, RAILS, PISTON, HOIST BEAM, CALL BUTTONS, AND

DOORS.

D-7 SHORE & UNDERPIN CANOPY FOUNDATION, SEE STRUCT

D-9 REMOVE ROOFING, FASCIA, & BLOCKING DOWN TO STRUCTURAL DECK

FIRST FLOOR

483' - 5 3/4"

SECOND FLOOR

494' - 5 3/4"

THIRD FLOOR

505' - 2 3/4"

TOP OF EXIST ROOF SLAB

519' - 8 3/4"

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

H G

PENTHOUSE ROOF

529' - 8 3/4"

AD3.01eAD1.01e

REMOVE FREIGHT

ELEVATOR SHAFT

REMOVE FREIGHT

ELEVATOR SHAFT

REMOVE FREIGHT

ELEVATOR SHAFT

REMOVE FREIGHT ELEVATOR

SHAFT, EQUIPMENT, AND

COMPONENTS

ROOF ACCESS LADDER

PENTHOUSE

REMOVE

HOIST BEAM

FIRST FLOOR

483' - 5 3/4"

SECOND FLOOR

494' - 5 3/4"

THIRD FLOOR

505' - 2 3/4"

TOP OF EXIST ROOF SLAB

519' - 8 3/4"

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

4 5

PENTHOUSE ROOF

529' - 8 3/4"

3b 4a

AD3.01eAD1.01e

REMOVE FREIGHT ELEVATOR

SHAFT WALLS, TYP

PENTHOUSE

EXIST CONCRETE BEAM

EXIST LOAD BEARING

MASONRY WALL

REMOVE ALL FREIGHT ELEVATOR

EQUIPMENT AND COMPONENTS

INCLUDING DOORS, JAMBS,

CABS, AND RAILS, TYP

EXIST CONCRETE BEAM

EXIST LOAD BEARING

MASONRY WALL

EXIST CONCRETE BEAM

EXIST LOAD BEARING

MASONRY WALL

EXIST CONCRETE BEAM

EXIST LOAD BEARING

MASONRY WALL

FREIGHT

ELEVATOR

REMOVE

MASONRY

REMOVE EXIST ELEVATOR

EQUIPMENT

ABANDON JACK COLLAR

AND PATCH HOLE

FIRST FLOOR

483' - 5 3/4"

SECOND FLOOR

494' - 5 3/4"

THIRD FLOOR

505' - 2 3/4"

TOP OF EXIST ROOF SLAB

519' - 8 3/4"

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

CONC ELEV PIT

459' - 5 3/4"

REMOVE

FOUNDATION WALL -

SHORE - SEE STRUCT

REMOVE MASONRY

WALL - SHORE - SEE

STRUCT

REMOVE WINDOW

REMOVE MASONRY

WALL - SHORE - SEE

STRUCT

REMOVE WINDOW

REMOVE MASONRY

WALL BELOW

WINDOW - SHORE -

SEE STRUCT

REMOVE WINDOW

REMOVE MASONRY

WALL BELOW

WINDOW - SHORE -

SEE STRUCT

REMOVE WINDOW

REMOVE COPING &

PARAPET. MAINTAIN

BUILDING IN A WATER

TIGHT CONDITION

THROUGH

CONSTRUCTION

REMOVE EIFS

REMOVE EIFS

REMOVE EIFS

REMOVE EIFS

REMOVE PORTION

OF FOOTING - SEE

STRUCT

REMOVE PAVING AND

EXCAVATE - SEE CIVIL

REMOVE MASONRY -

SHORE - SEE STRUCT

SIM.

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

REMOVE LIFT AND

ALL ASSCOCIATED

EQUIPMENT

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

AD3.01e

Demolition Floor Sections

1/4" = 1'-0"AD1.01e AD3.01e

1 DEMO EXIST ELEVATOR NORTH SECTION

1/4" = 1'-0"AD1.01e AD3.01e

2 DEMO EXIST ELEVATOR EAST SECTION

1/4" = 1'-0"AD1.01e AD3.01e

3 DEMOLITION EXTERIOR WALL SECTION

1/4" = 1'-0"AD1.01e AD3.01e

MATERIAL LIFT

DEMOLITION SECTION

X X

X

X

7 8 9

H

G

SB01

STORAGE

CHAIN LINK

FENCE

4a

E2

FRIEGHT

ELEVATOR

A1.01e A4.01e

A2.01eA1.01e

A2.01eA1.01e

A2.01eA1.01e

SB10

ELEV EQUIP

RM

SB10A

FREIGHT ELEV

EQUIP RM

A1.02e

Sim

SB01A

MAINTENANCE

SHOP

A

'-0

2'-10" 6'-4" 3'-5 5/8"

INFILL CONCRETE

FLOOR - SEE STRUCT

A3.01eA1.01e

LOCKABLE

GATE WITH

FREE EGRESS

EQ

VIF

14'-8" EQ

'-0

/8

4 3/8"

'-0

1'-0" 1'-0"

4 3/8"

A1.01e A3.01e

7 8 9 10

H

G

STORAGE

ELEC

ROOM

UP

3b 4a

EXPANSION

JOINT

E2

FREIGHT

ELEVATOR

A2.01eA1.01e

A2.01eA1.01e

A2.01eA1.01e

A1.02e

Sim

PRIME & PAINT

CONCRETE FLOOR

INFILL - SEE STRUCT

INFILL CONCRETE

FLOOR - SEE STRUCT

A1.01e A4.01e

A3.01eA1.01e

A3.01eA1.01e

A3.01eA1.01e

CONDENSERS

ON MFGR'S

STAND - SEE

MECH

EXIST FENCE

ENCLOUSURE

EXIST

COOLING

TOWER

EQ

VIF

14'-8" EQ

BALLARDS

7 8 9

H

G

3b 4a 6

EXPANSION

JOINT

E2

FRIEGHT

ELEVATOR

A2.01eA1.01e

A2.01eA1.01e

A2.01eA1.01e

A1.01e A1.02e

A3.01eA1.01e

A3.01eA1.01e

A1.02e

RESTORE CANOPY -

SEE 2/G0.02e

EQ

VIF

14'-8" EQ

'-0

PRIME & PAINT

CONCRETE FLOOR

INFILL - SEE STRUCT

'-0

8" CMU

PRECAST BOND

BEAM LINTEL - SEE

STRUCT

HM FRAME

CONTINUOUS PERIMETER

SEALANT, EA SIDE

HM DOOR

HM FRAME BEYOND

2 1/2"

HM FRAME

MASONRY ANCHORS -

3 PER JAMB

HM DOOR

CONTINUOUS PERIMETER

SEALANT EACH SIDE

8" CMU

HM DOOR

HM FRAME BEYOND

A1.01e5 /

A1.01e4 /

A1.01e6 /

2" 6'-0" 2"

'-0

A

8" CMU

RESILIENT BASE ON

BOTH SIDES

EXISTING

STRUCTURE

ABOVE

7 5/8"

N

AREA OF WORK

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

A1.01e

Partial Floor Plans

N

5'0' 10' 20'

SCALE: 1/8" = 1'-0"1/8" = 1'-0"A2.01 A1.01e

1 PARTIAL SUB BASEMENT FLOOR PLAN

1/8" = 1'-0"A2.01 A1.01e

2 PARTIAL BASEMENT FLOOR PLAN

1/8" = 1'-0"A2.01 A1.01e

3 PARTIAL FIRST FLOOR PLAN

1 1/2" = 1'-0"A1.01e

7 PARTITION TYPE

1 1/2" = 1'-0"A1.01e A1.01e

5 JAMB DETAIL

1 1/2" = 1'-0"A1.01e A1.01e

4 HEAD DETAIL

1 1/2" = 1'-0"A1.01e A1.01e

6 THRESHOLD DETAIL

GENERAL NEW CONSTRUCTION NOTES

1. DIMENSIONS ARE TO FINISH FACE OF CONSTRUCTION UNLESS OTHERWISE NOTED.

2. TOOTH IN MASONRY WHERE ALTERING OR REPARING EXISTING MASONRY.

3. PAINTED SURFACES SHALL INCLUDE ENTIRE WALLS TO CORNERS.

4. WHERE EXISTING LIFE & ELEVATOR ACCESSORIES ARE REMOVED, PATCH WITH FULL SIZE MASONRY

UNITS, PRIME & PAINT TO MATCH EXISTING.

5. PRIME AND PAINT EXPOSED INTERIOR SHAFT WALLS TO REMAIN TO MATCH ADJACENT SURFACES.

DOOR TYPES

7 8 9

H

G

VEST

PRODUCTION

3b 4a

EXPANSION

JOINT

E2

FRIEGHT

ELEVATOR

OFFICE

A2.01eA1.01e

A2.01eA1.01e

A2.01eA1.01e

A1.01e A4.01e

A3.01eA1.01e

A3.01eA1.01e

A1.02e

Sim

EQ

VIF

14'-8" EQ

'-0

PRIME & PAINT

CONCRETE FLOOR

INFILL - SEE STRUCT

7 8 9

H

G

STORAGE

3b 4a 6

EXPANSION

JOINT

E2

FREIGHT

ELEVATOR

A2.01eA1.01e

A2.01eA1.01e

A2.01eA1.01e

A1.01e A4.01e

A1.02e

Sim

MOP WINDING

A3.01eA1.01e

A3.01eA1.01e

EQ

VIF

14'-8" EQ

PRIME & PAINT

CONCRETE FLOOR

INFILL - SEE STRUCT

7 8 9

H

G

3b 4a 6

A2.01eA1.01e

A2.01eA1.01e

A2.01eA1.01e

OPEN TO

BELOW

A

ROOF AREA

PENTHOUSE

A1.02e A4.01e

A3.01eA1.01e

A3.01eA1.01e

8 9

3" 10'-0" 3"

3/8" RECTANGULAR WIRE

MESH, SINGLE SECTION

SLIDE UP POWER

OPERATED SS GATE W/

SAFETY EDGE SENSOR

'-0

MASONRY WALL TO MATCH EXIST

PAINT ENTIRE WALL

FREIGHT ELEVATOR

BIPARTING LANDING DOOR

BEYOND

EMER GENCY

ELEVATOR

OPERA TOR

USE

STA IRWAY

I N CASE

OF FIRE

FIRE SVC BYPASS

EMERGENCY INSTRUCTIONS

PLACARD

HALL PUSHBUTTON STATION -

CENTERED 42" AFF BETWEEN

CALL BUTTONS

WA RN IN G

FIRE SVC BYPASS

EMERGENCY INSTRUCTIONS

PLACARD

" O

C

RAISED AND BRAILLE FLOOR

INDICATOR - EA JAMB HALL LANTERN W/

DIRECTIONAL SIGNAL &

POSITION INDICATOR

" O

C

N

AREA OF WORK

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

A1.02e

Partial Floor Plans and Elevator Elevations

1/8" = 1'-0"A2.01 A1.02e

1 PARTIAL SECOND FLOOR PLAN

1/8" = 1'-0"A1.01e A1.02e

2 PARTIAL THIRD FLOOR PLAN

1/8" = 1'-0"A2.01 A1.02e

3 ROOF PLAN

5'0' 10' 20'

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

1/4" = 1'-0"A1.01e A1.02e

5 ELEVATION ELEVATOR GATE

N

EXISTING ROOFING

TO REMAIN

1. DIMENSIONS ARE TO FINISH FACE OF CONSTRUCTION UNLESS OTHERWISE NOTED.

2. TOOTH IN MASONRY WHERE ALTERING OR REPARING EXISTING MASONRY.

3. PAINTED SURFACES SHALL INCLUDE ENTIRE WALLS TO CORNERS.

4. WHERE EXISTING LIFE & ELEVATOR ACCESSORIES ARE REMOVED, PATCH WITH FULL SIZE MASONRY

UNITS, PRIME & PAINT TO MATCH EXISTING.

5. PRIME AND PAINT EXPOSED INTERIOR SHAFT WALLS TO REMAIN TO MATCH ADJACENT SURFACES.

GENERAL NEW CONSTRUCTION NOTES

SECOND FLOOR

494' - 5 3/4"

THIRD FLOOR

505' - 2 3/4"

TOP OF EXIST ROOF SLAB

519' - 8 3/4"

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

A4.01eA2.01e

EIFS

EXISTING WINDOW -

TYP

CONC FOUNDATION -

SEE STRUCT

MANUFACTURED

METAL COPING

CONC FOUNDATION -

SEE STRUCT

ASPHALT PAVING

EXISTING EIFS -

TYP

CONC ELEV PIT

459' - 5 3/4"

TOP OF MASONRY

524' - 4 3/4"

CONDENSERS ON

MFR'S STAND-

SEE MECH

RELIEF LOUVER -

SEE MECH

2'-0" 11'-10" 2'-0"

LAMBS TOUNGE

DRAINAGE W/

INSECT SCREEN

PC SPLASH

BLOCK

BOLLARDS

A2.01e A4.02e

A4.02eA2.01e

FIRST FLOOR

483' - 5 3/4"

SECOND FLOOR

494' - 5 3/4"

THIRD FLOOR

505' - 2 3/4"

TOP OF EXIST ROOF SLAB

519' - 8 3/4"

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

A4.01eA2.01e

4" EIFS, R-16 MIN.

CONC FOUNDATION - SEE

STRUCT

CONC FOUNDATION -

SEE STRUCT

ASPHALT PAVING

CONC ELEV PIT

459' - 5 3/4"

TOP OF MASONRY

524' - 4 3/4"

MANUFACTURED

METAL COPING

2'-0" 11'-9 7/8" 2'-0"

6" EIFS, R-20 MIN.

A4.02eA2.01e

FIRST FLOOR

483' - 5 3/4"

SECOND FLOOR

494' - 5 3/4"

THIRD FLOOR

505' - 2 3/4"

TOP OF EXIST ROOF SLAB

519' - 8 3/4"

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

A4.01eA2.01e

MANUFACTURED

METAL COPING

ASPHALT PAVING

CONC FOUNDATION -

SEE STRUCT

CONC ELEV PIT

459' - 5 3/4"

TOP OF MASONRY

524' - 4 3/4"

CONC FOUNDATION -

SEE STRUCT

2'-0" 11'-9 7/8" 2'-0"

4" EIFS, R-16 MIN.

6" EIFS, R-20 MIN.

PC SPLASH BLOCK

LAMBS TOUNGE SUMP

DISHCHARGE W/ INSECT SCREEN

A4.02eA2.01e

AREA OF WORK

N

1/4" = 1'-0"A1.01e A2.01e

3 ELEVATION ELEVATOR EAST

1/4" = 1'-0"A1.01e A2.01e

1 ELEVATION ELEVATOR NORTH

1/4" = 1'-0"A1.01e A2.01e

2 ELEVATION ELEVATOR WEST

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

A2.01e

Freight Elevator Elevations

0' 1' 2' 4'6"

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

SECOND FLOOR

494' - 5 3/4"

THIRD FLOOR

505' - 2 3/4"

TOP OF EXIST ROOF SLAB

519' - 8 3/4"

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

PENTHOUSE ROOF

529' - 8 3/4"

3b 4a

A3.01eA1.01e

PRIME & PAINT

2HR CONCRETE

FLOOR PER UL

D-916 - SEE STRUCT

PRIME & PAINT

2HR CONCRETE

FLOOR PER UL

D-916 - SEE STRUCT

PRIME & PAINT

2HR CONCRETE

FLOOR PER UL

D-916 - SEE STRUCT

EXIST CONCRETE BEAM

EXIST LOAD BEARING

MASONRY WALL

EXIST CONCRETE BEAM

EXIST LOAD BEARING

MASONRY WALL

EXIST CONCRETE BEAM

EXIST LOAD BEARING

MASONRY WALL

EXIST CONCRETE BEAM

EXIST LOAD BEARING

MASONRY WALL

PRIME & PAINT

2HR CONCRETE

FLOOR - SEE STRUCT

VAPOR BARRIER

STONE

HG

A3.01eA1.01e

PRIME & PAINT

2HR CONCRETE

FLOOR PER UL

D-916 - SEE STRUCT

PRIME & PAINT

2HR CONCRETE

FLOOR PER UL

D-916 - SEE STRUCT

PRIME & PAINT

2HR CONCRETE

FLOOR PER UL

D-916 - SEE STRUCT

PRIME & PAINT

2HR CONCRETE

FLOOR - SEE STRUCT

ROOF ACCESS LADDER

VAPOR BARRIER

STONE

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

CONC ELEV PIT

459' - 5 3/4"

PRIME & PAINT

2HR CONCRETE

FLOOR PER UL

D-916 - SEE STRUCT

PRIME & PAINT

2HR CONCRETE

FLOOR - SEE STRUCT

AC-2 HYDRAULIC

PUMP

CONTROLLER

PANEL "N"

ELEV CAB LIGHT DISC.

ELEV CAB COMM DISC.

MDP DISC.

T

1/4" = 1'-0"A1.01e A3.01e

2 ELEVATOR INFILL EAST SECTION

1/4" = 1'-0"A1.01e A3.01e

3 ELEVATOR INFILL NORTH SECTION

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

A3.01e

Elevator Infill Sections

1/4" = 1'-0"A1.01e A3.01e

1 LIFT INFILL NORTH SECTION

1/2" = 1'-0"A1.01e A3.01e

4 ENLARGED ELEV MACHINE RM

A4.01eA2.01e

A4.01eA2.01e

CAST IN PLACE CONC

FOUNDATION WALL

CONC UNDERPINNING - SEE

STRUCT

EXIST CONC FOUNDATION

WALL

SUMP PUMP & OIL

MINDER - SEE PLUMB

ELEVATOR GUIDE RAIL

CYLINDER & PISTON

ELEVATOR PIT LADDER

ELEVATOR CAB

FOOTPRINT

CAST IN PLACE CONC

FOOTING BELOW - SEE

STRUCT

1'-0" 15'-5 1/8" 1'-0"

'-0

14'-8"

FACE OF CMU ABOVE,

TYP

1'-0" TYP

SUMP DISCHARGE

PIPING - SEE PLUMB

FIRST FLOOR

483' - 5 3/4"

SECOND FLOOR

494' - 5 3/4"

THIRD FLOOR

505' - 2 3/4"

TOP OF EXIST ROOF SLAB

519' - 8 3/4"

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

8 9

A4.01eA2.01e

VAPOR BARRIER

8" CMU

METAL ROOF DECK - 1 HR

SPRAY FIRE PROOFING

ROOFING MEMBRANE

TAPERED RIGID INSULATION

MFR MTL COPING

ASPHALT PAVING

COMPACTED STONE

COMPACTED EARTH

FOUNDATION WATER

PROOFING

DRAINAGE BOARD

FOUNDATION

DRAIN - SEE CIVIL

VAPOR BARRIER

CONC ELEV PIT

459' - 5 3/4"

TOP OF MASONRY

524' - 4 3/4"

A4.01e A4.02e

A4.01e A4.02e

SIM. SIM.

A2.01e A4.02e

FREIGHT

ELEVATOR

CAB

HOIST BEAM - SEE STRUCT

EXHAUST FAN

ELEVATOR OVERRUN,

VERIFY WITH FREIGHT

ELEVATOR MFR

EXTEND CANOPY FOOTING AND

EXTEND ELEVATOR FOOTOING,

SEE STRUCT

EXIST CANOPY COLUMN

CYLINDER & PISTON

ELEVATOR GUIDE RAIL

STORM SEWER - SEE CIVIL

STORM SEWER -

SEE CIVIL

6" EIFS, R-24 MIN

4" EIFS, R-16 MIN

15'-0"

FOUNDATION DRAIN - SEE

CIVIL

EIFS PILASTER BEYOND

LAMBS TOUNGE DRAINAGE

W/ INSECT SCREEN

PC SPLASH BLOCK

A4.01e A4.02e

A4.01e A4.02e

FIRST FLOOR

483' - 5 3/4"

SECOND FLOOR

494' - 5 3/4"

THIRD FLOOR

505' - 2 3/4"

TOP OF EXIST ROOF SLAB

519' - 8 3/4"

BASEMENT

472' - 5 3/4"

SUB-BASEMENT

463' - 3 3/4"

A4.01eA2.01e

ROOFING MEMBRANE

TAPERED RIGID INSULATION

EXIST PIER FOUNDATION

EXIST FOUNDATION

UNDERPINNING - SEE STRUCT

CONC ELEV PIT

459' - 5 3/4"

TOP OF MASONRY

524' - 4 3/4"

A4.01e A4.03e

A4.01e A4.03e

A4.01e A4.02e

A4.01e A4.02e

FREIGHT

ELEVATOR

CAB

A4.01e ---

SUMP - SEE PLUMB

VAPOR BARRIER

FOUNDATION WATER

PROOFING

SCUPPER & SPLASH BLOCK

ELEVATOR OVERRUN,

VERIFY WITH FREIGHT

ELEVATOR MFR

8" CMU

4" EIFS,

R-16 MIN

ELEVATOR GUIDE RAIL

BIPARTING LANDING DOOR

ELEVATOR PIT LADDER

CYLINDER & PISTON

EXHAUST FAN

METAL ROOF DECK - 1 HR SPRAY

FIRE PROOFING

HOIST BEAM - SEE STRUCT

MFR MTL

COPING

3/8" RECTANGULAR WIRE

MESH SINGLE SECTION

SLIDE UP POWER OPERATED

SS GATE W/ SAFETY EDGE

SENSOR

STORM SEWER -

SEE CIVIL

'-0

'-3

C

EL

AR

'-2

C

LE

AR

'-0

C

LE

AR

'-0

C

LE

AR

'-0

A4.01e A4.03e

A4.01e A4.03e

C

LE

AR

'-0

'-0

'-6

'-9

'-0

'-0

'-9

'-5

'-1

16'-2"

6" EIFS,

R-24 MIN

VAPOR

BARRIER

'-0

"2'-0"

FOUNDATION DRAIN

TO ELEVATOR SUMP

SUMP DRAINAGE

PIPING - SEE PLUMB

1/2"/1FT CRICKET

1/2"/1FT CRICKET

8 9

A4.01eA2.01e

A4.01eA2.01e

A2.01eA1.01e 3

A2.01eA1.01e

A2.01eA1.01e

SCUPPER & 4"x4"

DOWNSPOUT

MFR MTL COPING

1/2"/FT CRICKET, TYP

FULLY ADHERED ROOFING

MEMBRANE OVER TAPERED

INSULATION

CONC SPLASH BLOCK

EXHAUST FAN - SEE

MECH

/4

F T S

LO

P E

1'-4"

WALL MOUNTED TIE-

OFF ANCHOR, TYP

EXIST CANOPY

BELOW

EXIST PARAPET EXIST PARAPET

EQ EQ

1/2"/FT CRICKET, TYP

A4.02eA4.01e

8 9

A4.01eA2.01e

A4.01eA2.01e

A2.01eA1.01e

A2.01eA1.01e

4" EIFS, R-16 MIN.

8" CMU

A4.01e A4.02e

FREIGHT

ELEVATOR

CAB

EXIST EIFS

7" 14'-8" 7"

ELEVATOR GUIDE RAIL

'-0

2'-0" 2'-0"

'-0

'-0

'-0

1'-0" 2'-4"

CLEAR

10'-0" 2'-4" 1'-0"

FACE OF EIFS

BELOW, TYP0"

6" EIFS, R-20 MIN.

2HR FIRE BARRIER

2"

N

AREA OF WORK

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

A4.01e

Enlarged Freight Elevator Plans and Sections

0' 1' 2' 4'6"

SCALE: 1/2" = 1'-0"1/4" = 1'-0"A1.01e A4.01e

4 ELEVATOR PIT FLOOR PLAN

1/4" = 1'-0"A2.01e A4.01e

5 SHAFT SECTION

1/4" = 1'-0"A2.01e A4.01e

6 SHAFT SECTION

1/4" = 1'-0"A1.02e A4.01e

1 ELEVATOR ROOF PLAN

1/4" = 1'-0"A1.01e A4.01e

2 ENLARGED ELEVATOR PLAN TYP

N

N

TOP OF EXIST ROOF SLAB

519' - 8 3/4"

TOP OF MASONRY

524' - 4 3/4"

MFR MTL COPING

TERMINATION BAR & SEALANT

TAPERED RIGID

INSULATION

METAL ROOF

DECK 1 HR

SPRAY FIRE

PROOFING

THRU WALL SCUPPER

ROOFING

MEMBRANE

TAPERED RIGID INSULATION

MEMBRANE ROOFING

EXIST CONC BEAM

MEMBRANE PROTECTION LAYER

MTL RECEIVER &

COUNTERFLASHING

ALUM SCUPPER

CONDUCTOR HEAD

4" X 4" ALUM

DOWNSPOUT

BOND BEAM -

SEE STRUCT

1/2" GYPSUM BD

3 5/8" METAL STUD

ELEV DOOR FRAME

CONC SPLASH BLOCK

8" 8

4" EIFS, R-16 MIN

PRECAST CONC LINTEL - SEE STRUCT

1"

AIR BARRIER

STEEL ANGLE -

1 HR SPRAY

FIRE PROOFING,

SEE STRUCT

EXIST MASONRY BEYOND

TOP OF MASONRY

524' - 4 3/4"

METAL ROOF DECK -1 HR SPRAY FIRE PROOFING

TAPERED RIGID INSULATION

PARAPET BEYOND

CMU, SEE STRUCT

DRIP EDGE

WD

BLOCKING MEMBRANE ROOFING

MEMBRANE FLASHING

MFR MTL COPING

MFR CONTINUOUS

ATTACHMENT CLEAT

BOND BEAM, SEE STRUCT

'-0

'-6

2" 7 5/8"

'-3

AIR BARRIER

EIFS PILASTER

BEYOND

DRIP EDGE

STEEL ANGLE 1 HR SPRAY FIRE PROOFING,SEE STRUCT

2"

6" EIFS, R-20 MIN.

ELEVATOR

GUIDE RAIL

7 5/8"

ALIGN W/ EXIST FIRST

FLOOR WINDOW SILL

4"

4" EIFS, R-16 MIN.

AIR BARRIER

EIFS PILASTER

BEYOND

BOND BEAM -

SEE STRUCT

V

IF

'-3

/8

6"

EIFS

EXIST EIFS

EXIST BRICK

MASONRY

CONC INFILL

ELEV DOOR FRAME

BY ELEV MFR

ELEV DOOR

BACKER ROD & SEALANT

/8

1/2" GYPSUM BD

AIR BARRIER

3 5/8" MTL STUD @ 16"

OC MAX

REPLACE BRICK TO MATCH EXIST &

PAINT ENTIRE WALL- SEE FINISH

SCHEDULE

V

IF

V

AR

RI

ES

'-0

'-2

7" 6" 7"

'-6

CONCRETE FILL-

ROUND TOP &

PAINT

6" STL PIPE

BOLLARD FILLED

W/ CONC & PAINT

CONC FOOTING -

SEE STRUCT

ASPHALT PAVING

MFR FAN CURB

RIGID INSULATION

ROOFING MEMBRANE

WELDED SEAM

MEMBRANE FLASHING

EXHAUST FAN

MTL DECK 1 HR

SPRAY FIRE

PROOFING

STEEL ANGLE - 1

HR SPRAY FIRE

PROOFING, SEE

STRUCT

SUB-BASEMENT

463' - 3 3/4"

CONC ELEV PIT

459' - 5 3/4"

ASPHALT

PAVING

FLUID

APPLIED

VAPOR

BARRIER

FOUNDATION

DRAIN

DRAINAGE

BOARD

VAPOR BARRIER

FOUNDATION

WATER

PROOFING

END

TERMINATION

DRIP EDGE

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

LAE

WN

O M

M O

OF

I

NI

G

RI

H V

E C TCRA

LOUIS M.

BARBIERI JR.

Lic. No. 16266

T

C

A

IH T

Consultants

703.684.5994

333 North Fairfax Street

Alexandria, Virginia 22314

Seal

Key Plan

Drawing

Revisions

Date

Project No.

Sheet No.

Bid Submission 6/10/2026

Submission Set coleanddenny.com

Permit Electronic Approval Stamp

Renovate the VIB Facility in Charlottesville Freight Elevator Addition P.C. No.:702-18581-002

1102 Monticello Road Charlottesville, VA 22902

06/10/26

June 10, 2026

22017.03

A4.02e

Enlarged Freight Elevator Details

1 1/2" = 1'-0"A4.01e A4.02e

1 ELEVATOR PARAPET DETAIL

1 1/2" = 1'-0"A4.01e A4.02e

2 ELEVATOR PARAPET DETAIL

1" = 1'-0"A2.01e A4.02e

4 EIFS DETAIL

1 1/2" = 1'-0"A4.01e A4.02e

3 ELEVATOR JAMB DETAIL

0' 1' 2'6"

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

0' 6" 1' 2'

SCALE: 1" = 1'-0"

3/4" = 1'-0"A2.01e A4.02e

5 BOLLARD DETAIL

1" = 1'-0"A4.01e A4.02e

6 MECH CURB EQUIP DETAIL

1/2" = 1'-0"A4.01e A4.02e

7 FOUNDATION DTL

THIRD FLOOR

505' - 2 3/4"

EXISTING

CONC BEAM

ELEV HM DOOR

CONC SLAB

EXTENSION

CMU

PRECAST LINTEL

METAL STUDS

1/2" GYPSUM BD

ELEV DOOR FRAME

BY ELEV MFR

ELEV DOOR FRAME

BY ELEV MFR

SEE STRUCT FOR BOND

BEAM LOCATIONS, TYP.

SECOND FLOOR

494' - 5 3/4"

EXISTING

CONC BEAM

METAL STUDS

1/2" GYPSUM BD

ELEV DOOR FRAME

BY ELEV MFR

ELEV DOOR FRAME

BY ELEV MFR

"ELEV HM DOOR

PRECAST LINTEL

CONC SLAB

EXTENSION

SEE STRUCT FOR

BOND BEAM

LOCATIONS, TYP.

BASEMENT

472' - 5 3/4"

EXISTING

CONC BEAM

CONC SLAB

EXTENSION

PRECAST LINTEL

ELEV DOOR FRAME

BY ELEV MFR

ELEV DOOR FRAME

BY ELEV MFR

ELEV HM DOOR