VCCS PROJECT CODE: CVCC 260-B0260-042 MR20023

DATE: FEBRUARY 13, 2026

COMM. NO. 20301.03

3506 WARDS ROAD, LYNCHBURG, VA 24502

T1

REPLACE ROOF BEDFORD HALL

VICINITY MAP LOCATION MAP

PROJECT

SITE

PROJECT

SITE

NORTH

NORTH

Architecture Engineering Planning InteriorsSF

C S.

co m

ROANOKE OFFICE (CORPORATE) CHARLOTTE OFFICE

305 SOUTH JEFFERSON STREET

ROANOKE, VA 24011-2003

800.873.2788

1927 SOUTH TRYON STREET, SUITE 207

CHARLOTTE, NC 28203

704.372.7327

LOUISVILLE OFFICE

2115 LEXINGTON ROAD, SUITE 100

LOUISVILLE, KY 40206

502.414.4545

PHILADELPHIA OFFICE

1777 SENTRY PARKWAY WEST

VEVA 17, SUITE 220

BLUE BELL, PA 19422

610.825.1288

DRAWING INDEX

COVER SHEET

T1 COVER SHEET

ARCHITECTURE

A0.0 PROJECT DATA, SYMBOLS AND ABBREVIATIONS

AD1.1 ROOF PLAN - DEMOLITION

A1.1 ROOF PLAN

A6.1 SECTIONS AND DETAILS

MECHANICAL

M1.1 ROOF PLAN - HVAC

ELECTRICAL

E0.0 ELECTRICAL SYMBOL LEGEND & ABBREVIATIONS

E1.1 ROOF PLAN - ELECTRICAL

PROJECT DESCRIPTION

DESIGN CRITERIA

PROJECT INFORMATION

THE EXISTING BEDFORD HALL WAS MOST RECENTLY REROOFED IN 1994. THE ROOF CONSISTS OF AN APPROXIMATELY 12,310 SF BALLASTED SINGLE-PLY EPDM ROOF OVER A BUILT-UP ASPHALT ROOF WITH GRAVEL OVER A SLOPED STEEL DECK. THE PROJECT INCLUDES DEMOLITION OF EXISTING ROOFING, INSULATION, DRAINS, AND OTHER MISCELLANEOUS ROOFTOP ELEMENTS AS INDICATED. ABANDONED ROOF OPENINGS WILL BE INFILLED AS PART OF THE WORK AND NEW ROOFING, INSULATION, DRAINS, CURBS, ROOF SPECIALTIES AND ACCESSORIES WILL BE PROVIDED AS PART OF THE WORK. AN EXISTING LIGHTNING PROTECTION SYSTEM WILL BE REMOVED AND REINSTALLED. WORK WILL REQUIRE INCIDENTAL

MECHANICAL AND ELECTRICAL WORK, AND ASBESTOS ABATEMENT.

2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC) PARTS I, II & III

2021 VIRGINIA CONSTRUCTION (VCC) (ADOPTS IBC 2021 WITH AMENDMENTS): VUSBC PART I

2021 VIRIGINA EXISTING BUILDING CODE (VEBC) (ADOPTS IEBC 2021 WITH AMENDMENTS): VUSBC PART II

2021 VIRGINIA PROPERTY MAINTENANCE CODE: VUSBC PART III

2021 VIRGINIA PLUMBING CODE (ADOPTS IPC 2021 WITH AMENDMENTS)

2021 VIRGINIA MECHANICAL CODE (ADOPTS IMC 2021 WITH AMENDMENTS)

2021 VIRGINIA ENERGY CONSERVATION CODE (VECC) (ADOPTS IECC 2021 WITH AMENDMENTS)

2020 NPFA 70, NATIONAL ELECTRICAL CODE (NEC)

2025 CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL 2025 (CPSM), REV 0 issued 03/17/25

ADA90-Title II (2010 ASAD Chapter 2 for Scoping, ICC A117.1-2017 Chapters 1 and 3 thru 11 for Technical Requirements).

BUILDING TYPE*: CLASSROOM / OFFICE SPACE / CAFE / LIBRARY

CONSTRUCTION TYPE*: 2B

USE GROUPS: NON-SEPARATED MIXED OCCUPANCY

A-3 ASSEMBLY

B - BUSINESS (EDUCATIONAL OCCUPANCY FOR

STUDENTS ABOVE THE 12TH GRADE)

ULTIMATE DESIGN WIND SPEED 115 MPH

WIND EXPOSURE CATEGORY EXPOSURE B

TOTAL ROOF AREA 12,310 SF

*INFORMATION TAKEN FROM CENTRAL VIRGINIA COMMUNITY COLLEGE BEDFORD HALL

RENOVATION EXISTING WORKING DRAWINGS DATED 2008.

ASBESTOS DISCLOSURE STATEMENT

LEAD MATERIALS DISCLOSURE STATEMENT

NO ASBESTOS CONTAINING MATERIALS SHALL BE USED ON THIS PROJECT.

AN ASBESTOS INSPECTION WAS PERFORMED AND ACM WAS FOUND GENERALLY IN THE AREA INDICATED.

THE ASBESTOS INSPECTION REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS.

ASBESTOS-CONTAINING BUILDING MATERIALS SHALL NOT BE DISTURBED IN THIS WORK EXCEPT WHERE SPECIFICALLY INDICATED AND REQUIRED. WHERE SUCH ACTIONS ARE REQUIRED, THE CONTRACTOR SHALL HAVE THE ACM REMOVED BY A LICENSED ASBESTOS CONTRACTOR USING APPROVED PROCEDURES AS SPECIFIED.

THE WORK REQUIRED FOR ASBESTOS ABATEMENT IS PERMITTED WITHIN THE OVERALL BUILDING PERMIT ISSUED. THE ACM THAT IS TO REMAIN AND THE NEW NON-ASBESTOS CONTAINING MATERIAL SHALL BE LABELED ACCORDINGLY. THE ASBESTOS ABATEMENT CONTRACTOR SHALL MARK UP THE RECORD DRAWINGS RESULTING FROM ITS WORK TO INCLUDE AREAS WHERE ASBESTOS WAS ABATED, AREAS WHERE ASBESTOS WAS ENCAPSULATED, AND AREAS WHERE ACM EXIST BUT WERE LEFT IN PLACE. THE GENERAL CONTRACTOR

SHALL REVIEW AND CERTIFY THE LOCATIONS WHERE ACM WAS ABATED, AREAS WHERE ACM WAS

ENCAPSULATED, AND AREAS WHERE ACM WAS LEFT IN PLACE AS MARKED ON THE RECORD DRAWINGS AND

WILL PROVIDE THE DRAWINGS TO THE ARCHITECT.

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.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR THE PROTECTION OF HIS PERSONNEL AND THE ENVIRONMENT DURING RENOVATION/DEMOLITION ACTIVITIES.

TESTING OF DEMOLITION DEBRIS (TCLP'S) TO DETERMINE ITS DISPOSITION AS HAZARDOUS WASTE AND ITS PROPER DISPOSAL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. RESULTS OF SUCH TESTS AND WASTE MANIFESTS SHALL BE PROVIDED TO THE OWNER AT COMPLETION OF THE PROJECT. IF METAL DEMOLITION COMPONENTS ARE RECYCLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO THE RECYCLER

THAT THE COMPONENTS UTILIZE LEAD BASED PAINT.

HIGH PERFORMANCE BUILDINGS ACT

IN ACCORDANCE 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.

VIRGINIA ENERGY CONSERVATION CODE

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

WITH VECC SECTIONS C402 THROUGHH C405 AND C408.

POINTS OF CONTACT

Paul Shope, RA, VCCO, LEED BD-C (804) 819-4914 pshope@vccs.edu

John Rocha Jr. FACILITIES MANAGER CVCC (540) 529-0563 rochaj@centralvirginia.edu

02/13/2026 02/13/2026

Chios Walker

PLAN NORTH

Equipment Not In Contract

Equipment Number

Matchline

Center Line

Plan Spot Elevation

Glass Type

Window Type

Storefront Type

Revision Number

Toilet Accessories

Partition Information

Door Information

Room Information

North Symbol

Column Grid Line

Plan Note

Plan Detail Reference

Enlarged Plan Reference

Plan & Vertical Section Reference

Section Detail Reference

ARCHITECTURAL SHEET NUMBERING SERIES

ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS ARCHITECTURAL SYMBOLS

ARCHITECTURAL DEMOLITION

FLOOR PLANS, ROOF PLAN

REFLECTED CEILING PLANS

A8.

A9.

A6.

A7.

A4.

A5.

A3.

AD1.

A1.

A2.

WALL SECTIONS,

INTERIOR DETAILS,

VERTICAL CIRCULATION

SPECIAL CONSTRUCTION

AND EXTERIOR DETAILS

ELEVATIONS, SECTIONS

ENLARGED PLANS

SCHEDULES

EXTERIOR ELEVATIONS,

BUILDING SECTIONS

A0. GENERAL INFORMATION,

FIRE PROTECTION PLANS

SF2

A

UNLESS NOTED OTHERWISE

VEST

W/O

WHL CHR

W/

TRN

TYP

UNO

TOW

TLT

TOJ

TOM

TOS

VESTIBULE

WHEELCHAIR

WITHOUT

WITH

TOP OF JOIST

TOP OF MASONRY

TOP OF STEEL

TOP OF WALL

TRAINING

TYPICAL

TOILET

RECPT

SPEC

STOR

STRUCT

RM

RO

SHT

SCHED

PT

R

RE

OC

OD

RECEPTION

SCHEDULED

STRUCTURAL

ROUGH OPENING

SPECIFICATION

STORAGE

ROOM

SHEET

ON CENTER

OUTSIDE DIAMETER

PRESSURE TREATED

RADIUS

REFER

CONCRETE MASONRY UNIT

FIRE RETARDANT TREATED

LP

NA

NIC

MO

NTS

MACH

MAINT

MECH

ISOL

J.C.

LOC

HR

IL

INT

ID

LOW POINT

MECHANICAL

MAINTENANCE

MASONRY OPENING

NOT APPLICABLE

NOT IN CONTRACT

NOT TO SCALE

MACHINE

ISOLATION

INSIDE DIAMETER

INDEPENDENT LIVING

LIMITS OF CONSTRUCTION

JANITOR CLOSET

HOUR

INTERIOR

EXIST

GWB

GALV

HP

EXT

FL

FRT

ELEC

ELEV

EQ

EQUIP

EL

DIA

EJ

EB

EXISTING

EXTERIOR

GALVANIZED

GYPSUM WALL BOARD

HIGH POINT

FLOOR

DIAMETER

ELECTRICAL

ELEVATOR

EQUIPMENT

ELEVATION

EXPANSION JOINT

EXPANSION BOLT

EQUAL

CONC

CW

CONF

CONT

CONTR

CI

CMU

CJ

ARCH

BLDG

BR

AB

ALT

AFF

ADD

CAST IRON

CONCRETE

CASEWORK

CONFERENCE

CONTINUOUS

CONTRACTOR

CONTROL JOINT

ADDENDUM

ALTERNATE

BEDROOM

ABOVE FINISH FLOOR

ARCHITECTURAL

ANCHOR BOLT

BUILDING

FEC FIRE EXTINGUISHER CABINET

FIBERGLASS REINFORCED POLYESTERFRP

OH OPPOSITE HAND

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

EPS EXTRUDED POLYSTYRENE

SA SELF-ADHERING

EWC ELECTRIC WATER COOLER

F FILLER

CORR CORRIDOR

SIM SIMILAR

HORZ HORIZONTAL

DEFS DIRECT APPLIED EXTERIOR FINISH SYSTEM

CR CHAIR RAIL

CG CORNER GUARD

HR HANDRAIL

DWG DRAWING

RES RESIDENT

VIF VERIFY IN FIELD

MTD MOUNTED

WRB WEATHER RESISTANT BARRIER

Curtain Wall TypeCW2

Elevation: Multiple Elevation

COLUMN NUMBER

PARTITION TYPE

FIRE RATING

(IF APPLICABLE)

INDICATES ACOUSTIC

INSULATION

(IF APPLICABLE)

XX

OPENING NUMBER

RE: SPECIFICATIONS

FOR HARDWARE SET

DOOR MARK

(IF DIFFERENT FROM

OPENING NUMBER)

ROOM NAME

ROOM NUMBER

INDICATES

DIRECTION

OF CUT

SECTION

NUMBER

SHEET NUMBER DRAWN

INDICATES

DIRECTION

OF CUT

DETAIL

NUMBER

DETAIL NUMBER

DETAIL NUMBER

DETAIL NUMBER

SHEET NUMBER

DRAWN

"CW" PREFIX

GLASS TYPE

NUMBER

"SF" PREFIX

N.I.C.

NOTE: THESE ARE STANDARD SYMBOLS AND ALL SYMBOLS

NOTED ON THIS SHEET MAY NOT APPLY.

NOTE: THESE ARE STANDARD SHEET SERIES NUMBERS AND

ALL SHEET SERIES NOTED ON THIS SHEET MAY NOT APPLY.

89.2

CL

Room name

SIM

A6.1A1.1

SIM

A6.1A1.1

SIM

A6.1A1.1

A6.1A1.1

A6.1A1.1

WINDOW TYPE

A101

112 3

MATCHLINE A

RE: A101

S A1

Wood Blocking

Sand, Cement, Grout

Gypsum Wall Board

Glass

Plywood

Batt Insulation

Rigid Insulation

Finish Wood

Concrete Masonry Units

Steel

Brick

Cast-in-place Concrete

Porous Fill (Stone Or Gravel)

Earth

New Construction

Dimension Line

Building Elevation

Limits Of Construction

1'-2" 6' - 0" FINISH FACE

OF PARTITION

NOTE: THESE ARE STANDARD SYMBOLS AND ALL SYMBOLS

NOTED ON THIS SHEET MAY NOT APPLY.

Name

Elevation

L.O.C.

-RFI 004

Supplemental Drawing Reference Number

T20 "T" PREFIX

SHEET NUMBER TAKEN

SHEET NUMBER DRAWN

SHEET NUMBER TAKEN

SHEET NUMBER DRAWN

SHEET NUMBER TAKEN

SHEET NUMBER DRAWN

SHEET NUMBER TAKEN

Architecture Engineering Planning Interiors

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

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COMM. NO.

SHEET

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REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

FEBRUARY 13, 2026

REPLACE ROOF

BEDFORD HALL

JBW

20301.03

PROJECT CODE: CVCC 260-B0260-042 MR20023

2/13/2026

10:05:56 AM

Autodesk Docs://20301.03 - VCCS - Re-Roof Bedford Hall Building at DCC (2025)/20301.03- VCCS- RE-ROOF BEDFORD HALL BUILDING CVCC- ARCH.rvt

JBW

JAW

PROJECT DATA,

SYMBOLS AND

ABBREVIATIONS

A0.0

1. BEFORE WORK HAS BEGUN, CONTRACTORS SHALL MAKE A THOROUGH SURVEY OF THE BUILDING AND NOTIFY THE OWNER IN WRITING OF ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE SHOWN ON THE DRAWINGS. FAILURE BY THE CONTRACTOR TO HAVE ACQUAINTED HIMSELF WITH AVAILABLE INFORMATION CONCERNING EXISTING CONDITIONS SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITIES OF PERFORMANCE OF WORK IN ACCORDANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY THE ARCHITECT IN WRITING OF ANY WORK DESCRIBED IN THE CONTRACT

DOCUMENTS WHICH CANNOT BE PERFORMED DUE TO EXISTING CONDITIONS.

3. PROTECT FROM DAMAGE ALL MATERIALS TO REMAIN.

4. DEMOLITION WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO THOSE ITEMS NOTED. OTHER ITEMS OF A MINOR NATURE WHICH MAY EXIST BUT ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS ARE TO BE REMOVED AS REQUIRED, TO PROVIDE ACCESS AND ALLOW

ALTERATION OR NEW WORK TO PROCEED.

5. NOT ALL MECHANICAL, ELECTRICAL AND PLUMBING, EQUIPMENT WHICH IS REQUIRED TO BE REMOVED IS SHOWN. CONTRACTOR SHALL REMOVE ALL SUCH EQUIPMENT WHICH WILL INTERFERE WITH NEW CONSTRUCTION. EQUIPMENT WHICH WILL NO LONGER BE USED (EG.

PIPES, CONDUITS AND DUCTS) SHALL BE REMOVED COMPLETELY BACK TO THE POINT OF SERVICE AND CAPPED OR PLUGGED. ALSO SEE

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION NOTES.

6. IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED BY THE GENERAL CONTRACTOR, INCLUDING BUT NOT LIMITED TO MATERIALS CONTAINING ASBESTOS, LEAD PAINT, ETC., WORK IS TO BE STOPPED AND THE ARCHITECT IMMEDIATELY NOTIFIED.

7. AREAS NOT SCHEDULED FOR DEMOLITION WHICH BECOME DAMAGED SHALL BE REPAIRED TO MATCH ADJACENT SURFACE THICKNESS, FINISH AND TEXTURE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL SHORING AND BRACING NECESSARY TO PROTECT EXISTING CONSTRUCTION TO REMAIN. CONTRACTOR SHALL PROVIDE SUITABLE SHORING AND BRACING AS REQUIRED TO SUPPORT LOADS IMPOSED OR RESULTING

FROM DEMOLITION WORK.

GENERAL DEMOLITION NOTES

Architecture Engineering Planning Interiors

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

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DRAWING TITLE

APPROVED BY

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NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

FEBRUARY 13, 2026

REPLACE ROOF

BEDFORD HALL

DEMOLITION NOTES

JBW

20301.03

PROJECT CODE: CVCC 260-B0260-042 MR20023

2/13/2026

10:05:56 AM

Autodesk Docs://20301.03 - VCCS - Re-Roof Bedford Hall Building at DCC (2025)/20301.03- VCCS- RE-ROOF BEDFORD HALL BUILDING CVCC- ARCH.rvt

JBW

JAW

ROOF PLAN -

DEMOLITION

AD1.1

1/8" = 1'-0"AD1.1

ROOF PLAN - DEMOLITION1

8 DISCONNECT AND PROTECT EXISTING ROOF TOP MECHANICAL UNIT

AS REQUIRED IN PREPARATION TO RAISE AND PLACE ON NEW

CURB, RE: MECHANICAL DWGS.

11 REMOVE AND DISPOSE OF EXISTING SUPPORT FOR PREVIOUSLY

REMOVED ROOF TOP MECHANICAL UNIT.

10 REMOVE EXISTING SKYLIGHT IN PREPARATION FOR INFILL

CONSTRUCTION, RE: ROOF PLAN.

12 REMOVE AND DISPOSE OF EXISTING WALK PAD.

1 REMOVE EXISTING ROOFING SYSTEM IN PREPARATION FOR

INSTALLATION OF NEW ROOFING AND INSULATION, RE: ROOF PLAN.

EXISTING ROOFING SYSTEM CONSISTS OF BALLASTED SINGLE-PLY

EPDM ON 1.5" ISOBOARD ON BUR WITH GRAVEL ON 2" PERLITE ON

ASPHALTIC VAPOR BARRIER ON SLOPED STEEL DECK. STEEL DECK

TO REMAIN.

5 REMOVE AND PROTECT EXISTING ROOF HATCH IN PREPARATION

FOR REINSTALLATION ON NEW CURB, RE: ROOF PLAN.

2 REMOVE EXISTING ROOF DRAIN IN ITS ENTIRETY INCLUDING

FLASHING, CLAMPING RINGS, DRAIN BOLTS, AND DOMES IN

PREPARATION FOR INSTALLATION OF NEW ROOF DRAIN, RE: ROOF

PLAN.

6 EXISTING CHIMNEY TO REMAIN.

7 EXISTING VENT PIPE TO REMAIN.

3 REMOVE EXISTING OVERFLOW SCUPPER IN PREPARATION FOR

INSTALLATION OF NEW OVERFLOW SCUPPER IN SAME LOCATION,

RE: ROOF PLAN.

9 REMOVE EXISTING METAL COPING AT PARAPET IN PREPARATION

FOR INSTALLATION OF NEW METAL COPING, RE: ROOF PLAN.

4 REMOVE AND PROTECT EXISTING FAN IN PREPARATION FOR

REINSTALLATION ON NEW CURB, RE: ROOF PLAN.

1.

2.

3.

REMOVE AND DISPOSE OF EXISTING ROOF CURBS INCLUDED

ASSOCIATED MEMBRANE FLASHING AT ALL MECHANICAL

EQUIPMENT SCHEDULED FOR REMOVAL.

REMOVE AND DISPOSE OF EXISTING ROOF SLEEVES INCLUDING

ASSOCIATED MEMBRANE FLASHING AT MECHANICAL DUCT AND

PIPE PENETRATIONS.

IT IS THE INTENT THAT ALL ROOF MOUNTED EQUIPMENT BE RAISED

AND PROVIDED WITH NEW CURB AS REQ'D TO ACHEIVE A MINIMUM 8"

HIGH FLASHING CONDITION AS INDICATED ON DRAWINGS. MECHANICAL

AND ELECTRICAL DEVICES SHALL BE DISCONNECTED & RECONNECTED

TO ACCOMMODATE NEW MOUNTING CONDITION, INCLUDING

DUCTWORK & ELECTRICAL EXTENSIONS & ANY REQ'D PLUMBING VENT

ADJUSTMENTS.

0' 4' 8' 16'

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

13 SELECTIVELY REMOVE METAL DECK @ STRUCTURE FOR

GUARDRAIL ATTACHMENT, COORDINATE W/ NEW WORK

GENERAL NOTES

RIDGE = +5.7"

LP = +5.7"

LP = +5.7"

LP = +5.7"

LP = +5.7"

LP = +5.7"

LP = +5.7"

114' - 0" VIF

8'

- 0 " V

IF

8'

- 0 " V

IF

6'

- 0 " V

IF

30' - 0" VIF 54' - 0" VIF 30' - 0" VIF

114' - 0" VIF

10 10

A6.1

A6.1

A6.14

A6.1

A6.1

A6.1

A6.18

A6.18

A6.18

A6.18

A6.1 8

A6.1 8

A6.1 8

A6.1 8

A6.1

10' - 0"

HP = +7.8"HP = +7.8"

HP = +13.2"

HP = +13.6"

HP = +13.2

HP = +7.8"

HP = +13.6"

0"

HP = +8.36" HP = +8.36"

LP = +5.7"

LP = +5.7"

LP = +5.7"

LP = +5.7"

A6.1

8' - 0"

VIF

9' - 9 1/2"

CENTER PEDESTAL ON

STL JOIST BELOW (TYP)

CENTER PEDESTAL ON

STL JOIST BELOW (TYP)

VIF

5' - 3 1/2"

3' - 9"

OFFSET PEDESTAL 1" FROM

OF W14 BEAM BELOW

3'

- 9

VI

F 4'

- 1

VI

F

2'

- 0

1' - 6"

45.00°

VI

F

4'

- 1

1 1 /2"

VI

F

4'

- 1

1'

- 1

CENTER PEDESTAL ON

STL JOIST BELOW (TYP)

TYP.

30.00°

8'

- 9

2' - 0"

8'

- 9

2' - 0"

Architecture Engineering Planning Interiors

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

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REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

FEBRUARY 13, 2026

REPLACE ROOF

BEDFORD HALL

PLAN NOTES

GENERAL NOTES

JBW

20301.03

PROJECT CODE: CVCC 260-B0260-042 MR20023

2/13/2026

10:05:56 AM

Autodesk Docs://20301.03 - VCCS - Re-Roof Bedford Hall Building at DCC (2025)/20301.03- VCCS- RE-ROOF BEDFORD HALL BUILDING CVCC- ARCH.rvt

JBW

JAW/JDK

ROOF PLAN

A1.1

1/8" = 1'-0"A1.1

ROOF PLAN1

2 PROVIDE 4" ROOF DRAIN PER SPECIFICATIONS AT EXISTING LEADER

LOCATION. L.P. = +5.7"

8 RAISE EXISTING ROOF TOP MECHANICAL UNIT AND PLACE ON NEW

CURB, RE: 3A6.1 AND MECHANICAL DRAWINGS.

9 PROVIDE METAL COPING AT PARAPET, RE: 1A6.1.

4 REINSTALL EXISTING FAN ON NEW CURB, RE: 3A6.1. PROVIDE

GUARDRAIL SYSTEM ATTACHED TO BUILDING STRUCTURE AT ALL

LOCATIONS WITHIN 10' OF ROOF EDGE.

6 EXISTING CHIMNEY TO REMAIN. PROVIDE SURFACE MOUNTED

FLASHING PER 7A6.1.

5 REINSTALL EXISTING ROOF HATCH ON NEW CURB, RE: 3A6.1.

PROVIDE HATCH MANUFACTURERS STANDARD SAFETY RAILING

SYSTEM MOUNTED TO HATCH WITH SELF LATCHING GATE. INSTALL

SELF-LATCHING LADDER SAFETY POST. EQUIPMENT & INSTALLATION

SHALL BE IN COMPLIANCE WITH 29 CFR 1910.23.

7 EXISTING VENT PIPE TO REMAIN, RE: 6A6.1.

1.

2.

3.

4.

5.

EXISTING ROOF STRUCTURE IS SLOPED 1/4" PER FOOT FROM CENTER

RIDGE TOWARD ROOF DRAINS AS INDICATED ON ROOF PLAN.

CONTRACTOR TO TEST FOR PONDING WATER AND MAKE

ADJUSTMENTS PER MANUFACTURER'S RECOMMENDATIONS.

LP: LOW POINT DIM = TOP OF INSUL COVER BOARD ABOVE MTL DECK.

HP: HIGH POINT DIM = TOP OF INSUL COVER BOARD ABOVE MTL DECK.

PROVIDE 2 LAYERS OF 2.6" MIN. POLYISOCYANURATE INSULATION

THICKNESS, JOINTS STAGGERED BOTH DIRECTIONS, WITH 1/2" HD

POLYISO COVER BOARD FOR TOTAL LP THICKNESS OF 5.7".

INSULATION THICKNESS GIVEN ASSUMES R-5.7 PER 1" THICKNESS.

CONTRACTOR SHALL ADJUST INSULATION THICKNESS AS REQ'D

BASED ON MINIMUM R-30 REQUIRED AT LOW POINT.

ROOF DRAIN LOCATIONS INDICATED ARE BASED UPON EXISTING

DRAWINGS. CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS PRIOR

TO SHOP DRAWING PREPARATION.

1 PROVIDE NEW FULLY ADHERED EPDM MEMBRANE ROOFING ON

POLYISOCYANURATE INSULATION PER SPECIFICATIONS. SEE

GENERAL NOTES THIS SHEET AND DETAILS ON SHEET A6.1.

3 EXISTING SCUPPER, RE: 8A6.1.

0' 4' 8' 16'

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

10 PROVIDE CRICKETS SLOPED IN DIRECTION INDICATED ON PLAN,

INSULATION TAPERED @ 1/2" PER FOOT. MIN. THICKNESS IS 1/2"

11 PROVIDE WALKWAY PADS PER SPECIFICATIONS.

GENERAL NOTES

12 INFILL EXISTING SKYLIGHT OPENING

13 INSTALL PERMANENT SAFETY GUARDRAIL AS SPECIFIED, MOUNTED

TO ROOF STRUCTURE, SEE 12/A6.1. VERIFY BOLT LOCATIONS ARE

CLEAR OF PANEL POINTS ON BAR JOISTS.

N

14 OVERFLOW CHANNEL THRU TAPERED INSULATION. SEE 9/A6.1

MI

N8"

PREFABRICATED METAL CURB

2X WOOD NAILER

COUNTER FLASHING

INSULATION

2X WOOD NAILERS

MEMBRANE FLASHING ON

FLASHING CEMENT

FULLY ADHERED MEMBRANE

ROOFING SYSTEM

1/2" COVER BOARD ON RIGID

INSULATION ON EXIST DECK

TOP OF DECK

TOP OF COVER BOARD

CANT STRIP

FULLY ADHERED MEMBRANE

ROOFING SYSTEM

MEMBRANE FLASHING

STRAINER

1/2" HD COVER BOARD ON RIGID

POLYISO INSUL.

DECK CLAMP

EXIST TOP OF MASONRY - VIF

EXIST TOP OF DECK - VIF

H.P. BEYOND = +5.7"

PREFABRICATED,PREFIN. METAL

COPING w/ CONCEALED SPLICE

PLATES ON PT 2X WOOD NAILER

WRAP EPDM ROOFING MEMBRANE

UP PARAPET & OVER PT WD NAILER

EXISTING SLOPED STRUCTURE

EXISTING METAL DECK

NEW 4" ROOF DRAIN AS SPEC'D

EXISTING ROOF LEADER

3' - 0" VIF

12" 1/4"

7 1 /4"

EXISTING MASONRY WALL

H. P. OF CRICKET BEYOND

CANT STRIP CONTIN.

EXISTING PLUMBING VENT

STACK

MEMBRANE FLASHING ON

FLASHING CEMENT

FULLY ADHERED MEMBRANE

ROOFING SYSTEM

1/2" COVER BOARD ON

RIGID INSULATION

LEAD FLASHING

ROLL LEAD FLASHING

APPROX. 1" INTO PIPE

TOP OF DECK

TOP OF COVER BOARD

NOTE:

THE TOP OF VENT ABOVE THE ROOF MEMBRANE SHALL BE EQUAL TO:

THE BALANCED SNOW LOAD PER ASCE 7, CH. 7, PLUS 4",

OR THE MIN. HEIGHT PRESCRIBED BY THE ROOFING MANUF., PLUS 4",

OR TWELVE (12) INCHES, WHICHEVER IS GREATEST.

8" M

IN

TOP OF DECK

1/2" COVER BOARD ON

RIGID INSULATION ON

EXISTING DECK

FULLY ADHERED MEMBRANE ROOFING SYSTEM

MEMBRANE BASE FLASHING

2X WOOD NAILER

2X CANT STRIP ATTACHED TO CURB

COUNTERFLASHING

FLASHING RECEIVER

SHEET METAL ENCLOSURE

TOP OF COVER BOARD

5.7

" M

AX

8"

M

IN

EXISTING MASONRY CHIMNEY

FULLY ADHERED MEMBRANE ROOFING

SYSTEM

MEMBRANE FLASHING ON FLASHING

CEMENT

METAL COUNTER FLASHING

METAL REGLET

SEALANT

1/2" COVER BOARD ON RIGID

INSULATION ON EXISTING DECK

TOP OF DECK

TOP OF COVER BOARD

CANT STRIP

EXIST TOP OF MASONRY

EXIST TOP OF DECK = +0"

A6.1

EXISTING STRUCTURE

EXISTING MASONRY

WALL

FULLY ADHERED MEMBRANE

ROOFING ON 1/2" COVER

BOARD ON RIGID INSULATION

H.P. = +5.7"

EXIST TOP OF MASONRY

EXIST TOP OF DECK

H.P. = +5.7"

FULLY ADHERED EPDM

MEMBRANE ROOFING

ON 1/2" HD POLYISO

COVER BOARD ON

RIGID POLYISO INSUL.

EXISTING BLOCKING

EXISTING NAILER

EXISTING MASONRY

PT 2X WD NAILER

PREFABRICATED, PREFIN.

METAL COPING WITH

CONCEALED SPLICE PLATES

GALV METAL

ANCHOR CLIP, TYPICAL

3"

CANT STRIP CONTIN.

WRAP EPDM ROOFING

MEMBRANE UP PARAPET

& OVER PT WD NAILER

2.6

2.6

1/2

4"

EXIST TOP OF MASONRY - VIF

EXIST TOP OF DECK - VIF

EXISTING SLOPED STRUCTURE

EXISTING MASONRY

WALL

FULLY ADHERED MEMBRANE

ROOFING ON 1/2" HD POLYISO

COVER BD ON POLYISO INSUL.

H.P. BEYOND = +5.7"

EXIST BOTTOM OF

SCUPPER OPENING - VIF

PREFABRICATED, PREFIN.

.050" ALUM THRU-WALL

SCUPPER - SIZE TO FIT EXIST

OPENING

SLOPE TO EXISTING

SCUPPER AS REQ'D

LINE OF ROOF BEYOND

EXISTING METAL DECK

PREFABRICATED, PREFIN.

METAL COPING w/

CONCEALED SPLICE

PLATES ON PT 2X WOOD

NAILER

WRAP EPDM ROOFING MEMBRANE

UP PARAPET & OVER PT WD NAILER

4"

12"5/16"

OVERFLOW CHANNEL, CREST INSUL. @ 2"

ABOVE ROOF DRAIN INLET ELEVATION

5.2

12" 1/4"

CANT STRIP BEYOND

EXISTING MASONRY

WALL

PREFABRICATED,

PREFINISHED THRU-WALL

.050" ALUM SCUPPER -

SIZE TO FIT EXIST OPENING

PREFABRICATED,

PREFINISHED METAL COPING

COVER ON PT 2X WOOD NAILER

EXIST TOP OF MASONRY - VIF

EXIST BOTTOM OF

SCUPPER OPENING - VIF

A6.1

4" M

IN

EXISTING TOP OF STRUCTURE

FULLY ADHERED EPDM MEMBRANE ROOFING

EXISTING STRUCTURE SLOPED 1/4" PER 1'-0"

EXISTING METAL DECK

2 LAYERS OF 2.6" POLISOCYANURATE

INSUL., JOINTS STAGGERED, R - 30

1/2" HD POLYISO COVER BOARD

EXISTING TOP OF DECK = +0"

+5.7"

EXISTING TOP OF STRUCTURE

FULLY ADHERED MEMBRANE ROOFING

EXISTING STRUCTURE

SLOPED 1/4" PER 1'-0"

EXISTING NARROW RIB METAL DECK

2" NOM. WELDED PIPE PEDESTAL w 3" x 6" x 3/8"

MOUNTING PLATES, BOTTOM PLATE TO MATCH

JOIST SLOPE (1/4" : 12"). HOT DIP GALVANIZED

AFTER FAB. COORD. WITH GUARDRAIL LAYOUT &

APPROVED SHOP DWGS.

1/2" HD POLYISO COVER BD ON 2 LAYERS

OF 2.6" POLYISOCYANURATE INSUL.

ATTACH PEDESTAL TO STEEL JOISTS WITH BOLTS

THRU GAP BETWEEN TOP CHORD MEMBERS.

LENGTHEN PLATE TO STRADDLE PANEL POINT IF

NECESSARY DUE TO CONFLICT.

DO NOT CAUSE DAMAGE TO JOISTS.

EPDM MEMBRANE FLASHING ON

FLASHING CEMENT WITH SS CLAMPING

COLLAR, SEALANT AT ALL EDGES

4" M

IN

CAST ALUM. POST FLANGE BOLTED TO

GALVANIZED PIPE PEDESTAL

EXISTING METAL DECK = +0"

1 1/2"

FIELD VERIFY AT CRICKET

+5.7"

1 1/2" SQ x 1/4" PLATE WASHER TYP.

1/2" DIAM. BOLTS WITH NUT, LOCK & FLAT WASHERS

(3/8" DIAM. BOLTS AT SMALL JOIST @ ROOF HATCH.)

91.

19°

1.9" OD ALUMINUM PIPE

NOTE:

TOP OF GUARDRAIL TO BE 42" ABOVE ROOF WALKING

SURFACE. MID RAIL TO BE CENTERED BETWEEN ROOF

SURFACE AND TOP RAIL. 1/16" NYLON OR TEFLON SPACER TO PREVENT

GALVANIC CORROSION, TYPICAL

FULLY ADHERED MEMBRANE ROOFING ON

1/2" HD POLYISO COVER BOARD

EXISTING STRUCTURE

SLOPED 1/4" PER 12"

EXISTING

METAL DECK

2 LAYERS OF 2.6" POLYISOCYANURATE

INSUL., JOINTS STAGGERED, R-30

METAL DECK - MATCH

EXISTING SIZE AND GAUGE

3' - 0" INFILL OPENING

NEW L2x2x1/4 ALL

FOUR SIDES OF

EXISTING

OPENING, TYP.

EXISTING STEEL

ANGLE AROUND

OPENING

PERIMETER, TYP.

1/8 1-12

Architecture Engineering Planning Interiors

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

:PROJECT ENGINEER

OF

DRAWING

COMM. NO.

SHEET

DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

FEBRUARY 13, 2026

REPLACE ROOF

BEDFORD HALL

JBW

20301.03

PROJECT CODE: CVCC 260-B0260-042 MR20023

2/13/2026

10:05:56 AM

Autodesk Docs://20301.03 - VCCS - Re-Roof Bedford Hall Building at DCC (2025)/20301.03- VCCS- RE-ROOF BEDFORD HALL BUILDING CVCC- ARCH.rvt

JBW

JAW

SECTIONS AND

DETAILS

A6.1

1 1/2" = 1'-0"A1.1 A6.1

3 PREFABRICATED CURB

1 1/2" = 1'-0"A1.1 A6.1

4 SECTION AT ROOF DRAIN

1 1/2" = 1'-0"A1.1 A6.1

6 SECT. @ TYP. PLUMBING VENT

1 1/2" = 1'-0"A6.1

5 SECTION @ TYP. DOGHOUSE

1 1/2" = 1'-0"A1.1 A6.1

7 SURFACE MOUNTED FLASHING

1 1/2" = 1'-0"A1.1 A6.1

1 SECT. AT TYP. PARAPET

3" = 1'-0"A6.1 A6.1

2 TYPICAL PARAPET

1 1/2" = 1'-0"A6.1 A6.1

9 SECT. @ OVERFLOW SCUPPER

1 1/2" = 1'-0"A1.1 A6.1

8 TYPICAL SCUPPER ELEVATION

3" = 1'-0"A6.1

10 ROOF ASSEMBLY DETAIL TYP.

3" = 1'-0"A6.1

SECT. @ GUARDRAIL

ATTACHMENT

1 1/2" = 1'-0"A1.1 A6.1

11 SECTION AT SKYLIGHT INFILL

ROOF TO BE RAISED FROM CURRENT ROOF HEIGHT.

REMOVE AND REINSTALL EXISTING ROOFTOP UNIT AT NEW

ROOF HEIGHT WITH NEW CURB. NEW CURB TO BE

INSTALLED 14" ABOVE NEW ROOF. PROVIDE NEW SUPPLY

AND RETURN DUCTS TO CONNECT TO EXISTING

DUCTWORK. PROVIDE REFRIGERANT LINE EXTENSIONS AS

NECESSARY. PROVIDE CONDENSATE LINE EXTENSIONS AS

NECESSARY.

DUCTS CONNECTED TO ROOFTOP UNIT:

a. PRESSURE CLASS: POSITIVE OR NEGATIVE 3-INCH WG.

b. MINIMUM SMACNA SEAL CLASS: A.

c. SMACNA LEAKAGE CLASS FOR RECTANGULAR: 8.

EXISTING ROOFTOP UNIT

ROOF TO BE RAISED FROM CURRENT ROOF HEIGHT.

REMOVE AND REINSTALL EXISTING EXHAUST FAN AT NEW

ROOF HEIGHT WITH NEW CURB. NEW CURB TO BE INSTALLED

AT 14" ABOVE NEW ROOF. PROVIDE NEW EXHAUST DUCTS TO

CONNECT WITH EXISTING DUCTWORK.

DUCTS CONNECTED TO EXHAUST FAN:

a. PRESSURE CLASS: POSITIVE OR NEGATIVE 2-INCH WG.

b. MINIMUM SMACNA SEAL CLASS: A.

c. SMACNA LEAKAGE CLASS FOR RECTANGULAR: 12.

ROOF TO BE RAISED FROM CURRENT ROOF HEIGHT.

REMOVE AND REINSTALL EXISTING EXHAUST FAN AT NEW

ROOF HEIGHT WITH NEW CURB. NEW CURB TO BE INSTALLED

AT 14" ABOVE NEW ROOF. PROVIDE NEW EXHAUST DUCTS TO

CONNECT WITH EXISTING DUCTWORK.

DUCTS CONNECTED TO EXHAUST FAN:

a. PRESSURE CLASS: POSITIVE OR NEGATIVE 2-INCH WG.

b. MINIMUM SMACNA SEAL CLASS: A.

c. SMACNA LEAKAGE CLASS FOR RECTANGULAR: 12.

EXISTING EXHAUST FAN

EXISTING EXHAUST FAN

1.

2.

3.

A.

B.

C.

D.

E.

4.

GENERAL: ALL WORK SHALL BE INSTALLED TO CONFORM TO ALL REQUIREMENTS OF ALL REGULATORY AGENCIES HAVING JURISDICTION. THIS SHALL INCLUDE LOCAL, STATE AND FEDERAL AUTHORITIES. OBTAIN PERMITS AND PAY ALL REQUIRED FEES FOR WORK SPECIFIED AS PART OF THE HVAC PORTION OF THIS

PROJECT.

FLEXIBLE DUCT CONNECTIONS: PROVIDE FLEXIBLE DUCT CONNECTIONS WHEREVER DUCTWORK CONNECTS TO GAS FURNACE. CONSTRUCT FLEXIBLE CONNECTIONS OF NEOPRENE-COATED FLAMEPROOF FABRIC CRIMPED INTO DUCT FLANGES FOR ATTACHMENT TO DUCT AND EQUIPMENT. MAKE AIRTIGHT JOINT.

PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR THERMAL, AXIAL, TRANSVERSE, AND TORSIONAL MOVEMENT, AND ALSO CAPABLE OF ABSORBING VIBRATIONS OF CONNECTED EQUIPMENT. FLEXIBLE CONNECTIONS ON HEATING AND COOLING AIR SYSTEMS SHALL BE INSULATED TYPE WITH 1" THICK FIBERGLASS INSULATION IN-FILL. PROVIDE FLEXIBLE CONNECTIONS BY DURO DYNE CORP.; OR VENTFABRICS, INC.

SHEET METAL: GALVANIZED SHEET STEEL COMPLYING WITH ASTM A 527, LOCK FORMING QUALITY; WITH G 90 ZINC COATING IN ACCORDANCE WITH ASTM A 525;

AND MILL PHOSPHATIZED FOR PAINTING IN EXPOSED LOCATIONS.

SHOP FABRICATE DUCTWORK IN 4, 5, 8, 10 OR 12-FT LENGTHS, UNLESS REQUIRED TO COMPLETE RUNS. PREASSEMBLE WORK IN SHOP TO GREATEST EXTENT POSSIBLE, SO AS TO MINIMIZE FIELD ASSEMBLY OF SYSTEMS. DISASSEMBLE SYSTEMS ONLY TO EXTENT NECESSARY FOR SHIPPING AND HANDLING. MATCH-

MARK SECTIONS FOR REASSEMBLY AND COORDINATED INSTALLATION.

SHOP FABRICATE DUCTWORK OF GAUGES AND REINFORCEMENT COMPLYING WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS".

FABRICATE DUCT FITTINGS TO MATCH ADJOINING DUCTS. LOW PRESSURE 90º ELBOWS MAY BE SQUARE TYPE WITH TURNING VANES OR LONG RADIUS TYPE AT THE DISCRETION OF THE CONTRACTOR. ELBOWS IN ROUND AND FLAT OVAL DUCTWORK SHALL BE RADIUS TYPE ONLY. FABRICATE RADIUS TYPE ELBOWS WITH CENTER-LINE RADIUS EQUAL TO ONE AND ONE-HALF TIMES THE ASSOCIATED DUCT WIDTH; AND FABRICATE TO INCLUDE TURNING VANES IN ELBOWS WHERE SHORTER RADIUS IS NECESSARY. LIMIT ANGULAR TRANSITIONS TO 30º FOR CONTRACTING AND EXPANDING TAPERS.

FABRICATE DUCTWORK WITH ACCESSORIES INSTALLED DURING FABRICATION TO THE GREATEST EXTENT POSSIBLE.

ALL SHOP BUILT WORK MAY, AS A CONTRACTOR OPTION, BE ASSEMBLED USING A SYSTEM OF FACTORY-FABRICATED FRAMES, CLIPS, CLEATS, GASKETS, CONNECTORS, ACCESS PANELS, HANGERS, SUPPORTS, ETC. AS MANUFACTURED BY DUCTMATE INDUSTRIES, INC.

DUCT INSULATION SHALL BE FLEXIBLE FIBERGLASS BLANKET TYPE INSULATION, MINIMUM 0.75 LB. DENSITY, HAVING A MINIMUM “K” RATING OF 0.29 AT 75°F MEAN TEMPERATURE; VAPOR BARRIER SHALL BE COMBINATION ALUMINUM FOIL REINFORCED WITH GLASS FIBER YARN MESH AND LAMINATED TO 40 LB FLAME RETARDANT KRAFT PAPER HAVING A 2 INCH TAB. ALL RIGID SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED WITH MINIMUM 3.5 ” THICK DUCT INSULATION, PENDING CONTRACTOR VERIFICATION THAT THE FINAL INSULATION THICKNESS WILL MEET THE REQUIREMENTS OF THE ENERGY CODE. RETURN DUCTWORK LOCATED IN THE MECHANICAL ROOMS ONLY SHALL BE EXTERNALLY INSULATED WITH MINIMUM 2.5 ” THICK DUCT INSULATION. INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER ’S RECOMMENDATIONS WITH ALL SEAMS AND JOINTS VAPOR SEALED.

SPECIFICATIONS

SUPPORT

DUCT FROM

TOP OF CURB

SEAL WATERTIGHT

ROOF CURB

(8" ABOVE MIN. HIGH POINT)

GASKET MATERIAL

FURNISHED WITH

ROOF CURB ROOF TOP HEAT PUMP UNIT

SECURE FLASHING TO

CURB NAILER STRIP (TYP)

FLASHING

INSULATED ROOF CURB

1" RIGID BOARD INSULATION

2 LAYERS OF 5/8" FIRE RATED

GYPSUM WALL BOARD WITH

STAGGERD TAPE JOINTS

NOTES:

1. ALL ROOF FLASHING SHALL BE PER ROOF

MANUFACTURER'S RECOMMENDATIONS.

2. ROOF CURB SHALL BE INSTALLED PER ROOF CURB

MANUFACTURER'S RECOMMENDATIONS AND 8" ABOVE

MINIMUM HIGH ROOF HIGH POINT.

DUCT OPENING (MAX. 1" GAP) FILL VOID

WITH FIBERGLASS INSULATION AND

SEAL WITH BACKER ROD AND SILICONE

SEALANT

SEAL AROUND CURB INSIDE PERIMETER WITH

SILCONE SEALANT

EXISTING ROOF CURB

ROOF STRUCTURE

Architecture Engineering Planning Interiors

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

:PROJECT ENGINEER

OF

DRAWING

COMM. NO.

SHEET

DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

FEBRUARY 13, 2026

REPLACE ROOF

BEDFORD HALL

JBW

20301.03

PROJECT CODE: CVCC 260-B0260-042 MR20023

2/17/2026

2:28:04 PM

Autodesk Docs://20301.03 - VCCS - Re-Roof Bedford Hall Building at DCC (2025)/20301.03- VCCS- RE-ROOF BEDFORD HALL BUILDING CVCC- MECH.rvt

Checker

CYL

ROOF PLAN - HVAC

M1.1

CYL

1/8" = 1'-0"M1.1

ROOF PLAN - HVAC1

12" = 1'-0"M1.1

DUCTWORK ROOF PENETRATION3

12" = 1'-0"M1.1

ROOFTOP UNIT ROOF CURB4

02/13/2026

1. THESE ARE STANDARD SYMBOLS AND MAY NOT ALL APPEAR ON THE

PROJECT DRAWINGS. HOWEVER, WHEREVER THIS SYMBOL

APPEARS ON THE PROJECT DRAWINGS, THE ITEM SHALL BE

FURNISHED AND INSTALLED.

2. UNLESS NOTED OTHERWISE, MOUNTING HEIGHTS ARE FROM

FINISHED FLOOR TO CENTERLINE OF OUTLET. WHERE THE

MOUNTING HEIGHT INDICATED ON PLAN IS DIFFERENT FROM THE

LEGEND, THE PLAN TAKES PREDEDENT.

3. INSTALL RECEPTACLE AND TELEPHONE OUTLET BOXES (OR OTHER

OUTLET BOXES SUCH AS TV, COMPUTER, ETC.) 6" APART (EDGE TO

EDGE) WHERE SHOWN SIDE BY SIDE ON WALL.

4. SEE ELECTRICAL ABBREVIATIONS FOR ALPHABETIC SUBSCRIPT

WITH SYMBOL, UNO.

5. ARROW(S) INDICATE DIRECTION OF MAXIMUM LIGHT DISTRIBUTION.

6. " " = LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT.

7. INSTALL DETECTOR BETWEEN 0'-4" AND 1'-0" DOWN FROM THE

CEILING TO THE TOP OF THE DETECTOR, UNO.

8. REFER TO THE OTHER ABBREVATION LISTS ELSEWHERE IN THESE

DOCUMENTS FOR ABBREVIATIONS NOT LISTED HERE.

9. FIRE ALARM VISUAL DEVICE (STAND-ALONE OR INTEGRAL STROBE)

SHALL BE LOCATED 80 INCHES TO THE BOTTOM ABOVE OF HIGHEST

FLOOR LEVEL WITHIN THE SPACE OR 6" TO THE TOP BELOW CEILING,

WHICHEVER IS LOWER.

PLAN NOTE DESIGNATION.1

1 KITCHEN EQUIPMENT DESIGNATION.

JUNCTION BOX, WALL.J2'-0"

ELEVATIONS - ELECTRICAL & FIRE ALARM DEVICES

4"

NO SCALE

DOOR WIDTH LESS 3"

6"

5'-0" MAX TO EXIT DOOR

4"

4"

" M

A X

3'-0" MIN

6"

SIDE WALL

48" MAX (ADA)

42" MIN/54" MAX (NFPA)

NFPA 72 LATEST

ENFORCED EDITION

CEILING

NOTE: MEASUREMENTS SHOWN

ARE TO CLOSEST EDGE OF

THE DETECTOR

A/C SUPPLY

OR RETURN

DIFFUSER

80" (ADA)

80" MIN/96" MAX (NFPA)

NFPA 72 LATEST

ENFORCED EDITION

SYNCRONIZE MORE THAN

TWO APPLIANCES IN ANY

FIELD OF VIEW.

NFPA 72 LATEST ENFORCED EDITION

REFER TO SYMBOL LEGEND ON THIS SHEET FOR EXACT HEIGHT OF DEVICES INDICATED.1

1 1

ELECTRICAL ABBREVIATIONS

ELEC SYMBOL LEGEND

(NOTE 2) (NOTES 3 & 4)

(NOTE 1)

(NOTE 2) (NOTES 3 & 4)

LUMINAIRE TYPE DESIGNATION.1

ELECTRIC WATER COOLEREWC

SCC SHORT CIRCUIT CURRENT

IG

IMC

INC

INTERMEDIATE METAL CONDUIT

INCANDESCENT

ISOLATED GROUND

GF OR

FLUORFLUOR

HPF

HZ

IC

HW

HPS

HTR

HP

HID

HOA

HG

H

GND

FC

GEN

GFI

FXTRFXTR

FSSFSS

FACPFACP

FDR

FA

EXIST

EXT

HIGH INTENSITY DISCHARGE

HORSEPOWER OR HEAT PUMP

HIGH PRESSURE SODIUM

INTERCOM OR INTERRUPTING

HIGH POWER FACTOR

HAND-OFF-AUTOMATIC

HOT WATER

CAPACITY

HERTZ

HEATER

HORIZONTAL

HOSPITAL GRADE

GROUND

FUSIBLE SAFETY SWITCHFUSIBLE SAFETY SWITCH

FIRE ALARM CONTROL PANELFIRE ALARM CONTROL PANEL

FOOTCANDLE

GENERATOR

FLUORESCENTFLUORESCENT

GROUND FAULT

FIXTUREFIXTURE

EXISTING

EXTERIOR

FIRE ALARM

FEEDER

WP WEATHERPROOF

TRANSFORMER

TRANSFER

XFMR

XFER

TC TIME CLOCK

VOLT-AMPERE

UNDERGROUND

WATT OR WIRE

VOLT-AMPERE REACTIVE

UNLESS NOTED OTHERWISE

VOLT

VOLTMETER

W

VM

V

VAR

VA

UNDERFLOOR

TYPICAL

TELEVISION

TELEPHONE

UG

UNO

UF

TYP

TV

TEL

MOTOR OPERATED SMOKE DAMPER

SURGE SUPPRESSOR/

ISOLATED GROUND

SYMMETRICAL

SWITCHBOARD

SURFACE RACEWAY

SOLID NEUTRAL

SURFACE METAL RACEWAY

STR STARTER

SWITCHGEAR

SWITCH

SYM

S/N

SWGR

SWBD

SW

SECONDARY

SPEAKERSPKR

SS

SR

SDR

SEC

SMR

COMB

EMER

E OR

ENG

ER

EQUIP

EP

ENCL

EMT

EML

EM

EMN

ELEC

EL

CTRL

DC

DR

DISC

CW

CU

COND

CONT

CT

CONN

CND

CNTR

EXIST REMOVED AND

RELOCATED TO THIS POSITION

EXISTING TO BE RELOCATED

EXISTING TO BE REMOVED

EXISTING TO BE REMOVED

ELECTRICAL METALLIC TUBING

AND NEW INSTALLED

EXISTING TO REMAIN

EQUIPMENT

ENCLOSURE

EXPLOSIONPROOF

ENGINE

EMERGENCY

ELECTRIC(AL)

DOOR RELEASE SERVICE

CURRENT TRANSFORMER

CONTROL

DISCONNECT

DIRECT CURRENT

COLD WATER

COPPER

CONTACTOR

CONNECTION

CONDUCTOR

COMBINATION

CENTER

CONDUIT

BRKR

ASYM

AMP

AWG

CATV

CCTV

CF

CKT

CLG

CB

CAB

CA

BD

BEL

AM

ATS

AMPL

AIC

AL

AFF

ABV

AFD

AC

ACB

A OR

AMERICAN WIRE GAGE

COMPACT FLUORESCENT

CLOSED CIRCUIT TELEVISION

COMMUNITY ANTENNA

TELEVISION OR CABLE

CIRCUIT BREAKER

TELEVISION

CIRCUIT

CEILING

BUS DUCT

BREAKER

CABINET

CABLE

BELOW

ADJUSTABLE FREQUENCY DRIVE

ABOVE FINISHED FLOOR

ALTERNATING CURRENT

ABOVE COUNTER BACKSPLASH

AMPERES INTERRUPTING CAPACITY

AUTOMATIC TRANSFER SWITCH

AMMETER

ALUMINUM

AMPLIFIER

ASYMMETRICAL

ABOVE

AMPERE

MS

PBS PUSHBUTTON STATION

PANELBOARD

POLYVINYL CHLORIDE

RIGID STEEL CONDUIT

POTENTIAL TRANSFORMER

RECEPTACLE

QUANTITY

RECPT

RSC

QTY

POWER

PANEL

PHASE

PRIMARY

PT

PVC

PWR

PRI

PNLBD

PH( )

PNL

PULL BOX OR PUSHBUTTON

MOUNTED OR MOUNTING

MAGNETIC STARTER

MERCURY VAPOR

NON-FUSIBLE SAFETY SWITCH

NATIONAL ELECTRICAL CODE

NFSS

OVERHEAD

POLE

NUMBER

PB

P

OH

NO

NEUTRAL

METER

NEUT

NEC

MTG

MV

MTR

LTG LIGHTING

MOTOR/GENERATOR

MAIN LUGS ONLY

THOUSAND CIRCULAR MILS

MOTOR CONTROL CENTER

METAL HALIDE OR MOUNTING

MOTOR OPERATED DAMPER

MASTER ANTENNA TELEVISION

MAIN CIRCUIT BREAKER

MOTOR

MOD

MOT

MLO

MCM

M/G

MH

HEIGHT

LUMENS

MANUAL

MAGNETIC

MAN

MATV

MCC

MCB

MAG

LUM

JUNCTION BOX

LIGHTNING ARRESTER

LOW PRESSURE SODIUM

KILOWATT-HOUR

KILOVOLT-AMPERE

KILOVOLT-AMPERE REACTIVE

KILOWATT

KWH

LPS

LA

KVAR

KW

KVA

INITIAL

KILOVOLT

KNOCKOUT

JB

KO

KV

INIT

(NOTE 8)

DB DOOR BELL

DS DOOR SWITCH

GD GARAGE DOOR

C COUNTERTOP

ERC ELEVATOR RECALL

ELEV ELEVATION/ELEVATOR

UNDERWRITERS' LABORATORIESUL

HGT

HEIGHT

REFRIGERATORREFRIG

BOTT BOTTOM

DIM DIMENSION

MINIMUMMIN

DWG DRAWING

AFCI ARC FAULT CIRCUIT INTERRUPTER

LOADCENTERLC

MTG. HGT. SYMBOL

DESCRIPTION

GENERAL

MTG. HGT. SYMBOL

DESCRIPTION

POWER

SPEAKER/VISUAL &

VISUAL DEVICES

FIRE

PHONE

JACK

MANUAL PULL

STATION MAGNETIC DOOR

HOLDER

LIGHT

SWITCH(ES)

TELEDATA OUTLET

VERTICALLY

ORIENTED, UNO.

ADDITIONAL LIGHT SWITCHES AS REQUIRED

ON DRAWINGS IN TWO, THREE, FOUR, OR

MORE GANG BOXES

WALL OUTLETS VERTICALLY ORIENTED WITH

GROUND SLOT UP, UNO

FINISHED FLOOR

CONCEALED 1/2" EC TO JB IN

ACCESSIBLE LOCATION AT ALL

EXTERIOR DOORS.

DOOR TRIM

ACCEPTED HERE

NEVER HERE

WALL MOUNTED

SMOKE/HEAT

DETECTOR

CEILING MOUNTED

SMOKE/HEAT DETECTOR

DUPLEX GROUND FAULT CIRCUIT INTERUPTER RECEPTACLE, WALL. ALPHA-NUMERIC SUBSCRIPT

WHERE SHOWN, INDICATES CIRCUITS (TYPICAL FOR ALL RECEPTACLES).

2'-0"

"AF" = ARC FAULT CIRCUIT INTERRUPTER DEVICE

"E" = EMERGENCY DEVICE

"WP" = WEATHERPROOF DEVICE

"U" = USB DEVICE

"C" = MOUNT BOTTOM 0'-1" ABOVE BACKSPLASH/COUNTER

"T" = TAMPER RESISTANT DEVICE

(NOTE 2) (NOTES 3 & 4)

WALL MOUNTED LUMINAIRE. (NOTE 6)

MTG. HGT. SYMBOL

DESCRIPTION

LIGHTING

• 2021 VIRGINIA CONSTRUCTION CODE

• 2020 VIRGINIA ELECTRICAL CODE

• 2020 NFPA 780 - STANDARD FOR THE INSTALLATION OF

LIGHTNING PROTECTION SYSTEMS

• 2025 STATE OF VIRGINIA CPSM, REVISION 0

CODE SUMMARY

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

PERFORM WORK IN ACCORDANCE WITH THE CODES AND STANDARDS SHOWN IN THE CODE SUMMARY THIS SHEET.

FIELD VERIFY DIMENSIONS AND ELEVATIONS IN THE AREA OF WORK PRIOR TO THE START OF WORK.

MODIFICATIONS TO THESE DOCUMENTS DUE TO UNFORESEEN FIELD CONDITIONS MUST BE APPROVED BY THE ENGINEER OF RECORD AND INDICATED ON THE AS-BUILT

DRAWINGS.

PROVIDE NEW EQUIPMENT LISTED AND LABELED FOR ITS INTENDED USE UNLESS INSTRUCTED OTHERWISE.

SEAL PENETRATIONS OF FIRE RATED CONSTRUCTION WITH U.L. APPROVED FIRE STOPPING MATERIAL TO RESTORE THE ORIGINAL FIRE RESISTANCE RATING OF THE

PENETRATED CONSTRUCTION.

WHERE PROVIDED. EQUIPMENT MODEL NUMBERS INDICATE THE BASIS OF DESIGN EQUIPMENT. PRODUCTS FROM LISTED APPROVED EQUAL MANUFACTURERS ARE ACCEPTABLE.

THESE DOCUMENTS CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. THE TERM "PROVIDE" MEANS "FURNISHED AND INSTALLED COMPLETE AND READY FOR USE." COORDINATE EXACT LOCATIONS OF DEVICES WITH EQUIPMENT VENDORS PRIOR TO INSTALLATION.

PROVIDE EQUIPMENT GROUNDING CONDUCTIOR FOR EACH CIRCUIT INDICATED IN PANEL SCHEDULES.

PROVIDE NYLON PULL STRING IN EMPTY CONDUITS.

LABEL JUNCTION BOXES, DISCONNECT SWITCHES AND RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER.

DISCONNECT SWITCH LABELS SHALL BE SELF-ADHESIVE LAMINATED ACRYLIC OR MELAMINE PLASTIC. SIGNS SHALL WHITE WITH BLACK LETTERING SIMILAR TO EXISTING

EQUIPMENT LABELS.

PRIOR TO FINAL ACCEPTANCE; CLEAN DEVICES, DEVICE PLATES, CABINETS, LUMINAIRES, AND OTHER EQUIPMENT PROVIDED UNDER THIS CONTRACT; ENSURE THAT PANEL DIRECTORIES ARE REVISED AND/OR COMPLETED AND IN PLACE; AND THAT MARKING AND IDENTIFICATION OF COMPONENT IS COMPLETE.

REPAIR OF REPLACE, AND AT NO ADDITIONAL COST, ITEMS DAMAGED DURING THE COURSE OF THE WORK.

REPLACE AND RETEST DEFECTIVE WIRING, DEVICES, AND EQUIPMENT THAT IS ENCOUNTERED DURING THE COURSE OF TESTING.

MAKE FINAL CONNECTIONS TO DEVICES AND EQUIPMENT FURNISHED BY OTHER TRADES.

ABBREVIATIONS ARE SHOWN FOR REFERENCE ONLY AND MAY NOT BE USED IN DRAWING PACKAGE.

SYMBOLS ARE SHOWN FOR REFERENCE ONLY AND MAY NOT BE USED IN DRAWING PACKAGE.

IN ACCORDANCE WITH NEC 300.7, PROVIDE REQUIRED SEALING WHERE PORTIONS OF A RACEWAY OR SLEEVE ARE KNOWN TO BE SUBJECTED TO DIFFERENT TEMPERATURES.

WHERE PASSING FROM THE INTERIOR TO THE EXTERIOR OF A BUILDING, THE RACEWAY OR SLEEVE SHALL BE FILLED WITH AN APPROVED MATERIAL TO PREVENT THE

CIRCULATION OF WARM AIR TO A COLDER SECTION OF THE RACEWAY OR SLEEVE.

ALL CONDUCTORS, RACEWAYS AND CABLES SHALL BE CONCEALED IN CEILING OR WALLS IN FINISHED SPACES.

ALL RACEWAYS RUNNING THROUGH BUILDING EXPANSION JOINTS SHALL BE EQUIPPED WITH EXPANSION FITTINGS.

PROVIDE REVISED TYPED PANELBOARD SCHEDULES TO REPLACE EXISTING PANELBOARD SCHEDULES ONCE ALL CIRCUIT REVISIONS HAVE BEEN MADE.

BASE ELECTRICAL REQUIREMENTS

PROVIDE ALL NECESSARY ITEMS FOR A COMPLETE INSTALLATION OF ELECTRICALLY OPERATED EQUIPMENT, AS INDICATED ON THE DRAWINGS. ARRANGE EQUIPMENT AS INDICATED, AND MAKE DEVIATIONS ONLY WHERE NECESSARY TO AVOID INTERFERENCE. ALL ELECTRICAL WORK SHALL BE PERFORMED BY, OR UNDER THE SUPERVISION OF

AN ELECTRICIAN LICENSED TO WORK IN THE COMMONWEALTH OF VIRGINIA.

CONDUITS

EXCEPT AS NOTED BELOW, ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (MINIMUM SIZE 3/4"). SUPPORT CONDUITS EVERY EIGHT FEET, WITHIN 3 FEET OF TERMINATIONS, AND WITHIN ONE FOOT OF ANY CHANGE IN DIRECTION. CONDUIT SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO WALLS OR STRUCTURAL

MEMBERS. RIGHT ANGLE TURNS SHALL CONSIST OF SYMMETRICAL BENDS OR FITTINGS.

MC CABLE MAY BE USED IN SIZES #12AWG AND #10AWG IN THE FOLLOWING APPLICATIONS:

-VERTICAL AND HORIZONTAL RUNS TO AND BETWEEN DEVICES IN NEW FURRED OR OTHER HOLLOW WALL CONSTRUCTION

-WHERE FISHED TO DEVICES IN EXISTING HOLLOW WALL CONSTRUCTION

-AS THE LAST SIX FEET OF CONNECTIONS TO LIGHT FIXTURES IN ACCESSIBLE CEILINGS (FIXTURE WHIPS)

MC CABLE MAY NOT BE USED:

-FOR FEEDERS

-IN HORIZONTAL RUNS ABOVE ACCESSIBLE CEILING EXCEPT AS NOTED ABOVE

-IN A CONNECTION TO MACHINERY

-IN EXPOSED APPLICATIONS

-IN AWG SIZES GREATER THAN #10

MC CABLE MUST ORIGINATE AT A JUNCTION BOX CONNECTED TO UPSTREAM EMT OR RIGID CONDUIT WIRING METHODS.

FOR CONNECTIONS TO MOTORS, EQUIPMENT SUBJECT TO VIBRATION, NOISE TRANSMISSION, OR MOVEMENT, PROVIDE FLEXIBLE METAL CONDUIT (MINIMUM SIZE 3/4"). IN DAMP

OR WET APPLICATIONS, USE LIQUID TIGHT FLEXIBLE METALLIC CONDUIT (LFMC).

PULL AND JUNCTION BOXES

ALL BOXES SHALL BE CONSTRUCTED OF SHEET METAL, NEMA 1 ENCLOSURE FOR INTERIOR USE, 14 GAUGE GALVANIZED STEEL.

POWER CONDUCTORS

ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN INSULATION, RATED FOR 75 DEGREES CELSIUS OR ABOVE. FORM AND TIE ALL WIRING IN PANELBOARDS AT SIX INCH INTERVALS. IDENTIFY ALL BRANCH CIRCUIT WIRING AT ALL POINTS OF ACCESS. PROVIDE CIRCUITS WITH INDIVIDUAL NEUTRALS. DERATE CONDUCTOR AMPACITY, IN

ACCORDANCE WITH WITH NEC, FOR MULTIPLE CONDUCTORS IN A CONDUIT.

WIRING DEVICES

ALL DEVICES SHALL BE RATED AT 20 AMP MINIMUM. LABEL ALL RECEPTACLES WITH CIRCUIT AND PANEL DESIGNATION. RECETPACLE DEVICE SHALL BE GREY COLOR WITH

STAINLESS STEEL COVER PLATE TO MATCH EXISTING DEVICES.

DISCONNECT SWITCHES

ALL DISCONNECTS SHALL BE HEAVY DUTY RATED.

GROUNDING AND BONDING

PROVIDE INSULATED EQUIPMENT GROUNDING CONDUCTORS WIITH ALL FEEDERS AND BRANCH CIRCUITS.

SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS

PROVIDE STEEL SLOTTED SUPPORT SYSTEMS. SUPPORTS SHALL BE GALVANIZED STEEL 1-5/8" CHANNEL, HOT DIPPED GALVANIZED AFTER FABRICATION.

CONDUIT SUPPORT DEVICES SHALL BE STEEL HANGERS, CLAMPS, AND ASSOCIATED FITTINGS, DESIGNED FOR TYPES AND SIZES OF RACEWAY TO BE SUPPORTED.

SPECIFICATIONS:

Architecture Engineering Planning Interiors

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

:PROJECT ENGINEER

OF

DRAWING

COMM. NO.

SHEET

DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

FEBRUARY 13, 2026

REPLACE ROOF

BEDFORD HALL

GENERAL NOTES

JBW

REBID SET

20301.03

PROJECT CODE: CVCC 260-B0260-042 MR20023

2/16/2026

3:12:24 PM

Autodesk Docs://20301.03 - VCCS - Re-Roof Bedford Hall Building at DCC (2025)/20301.03- VCCS- RE-ROOF BEDFORD HALL BUILDING CVCC- ELEC.rvt

JBW

MAR

ELECTRICAL SYMBOL

LEGEND &

ABBREVIATIONS

E0.0

CIW

SHEET LIST

SHEET

NUMBER SHEET NAME

E0.0 ELECTRICAL SYMBOL LEGEND & ABBREVIATIONS

E1.1 ROOF PLAN - ELECTRICAL

BEFORE WORK IS COMMENCED, CONTRACTORS SHALL MAKE A THOROUGH SURVEY OF THE

FACILITY AND NOTIFY THE OWNER IN WRITING OF ANY DISCREPANCIES BETWEEN THE EXISTING

CONDITIONS AND THOSE SHOWN ON THE DRAWINGS. FAILURE BY THE CONTRACTOR TO HAVE

ACQUAINTED HIMSELF WITH AVAILABLE INFORMATION CONCERNING EXISTING CONDITIONS SHALL

NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

THIS DRAWING WAS PREPARED WITH LIMITED FIELD MEASUREMENTS AND MAY NOT FULLY

REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND

NOTIFY THE ARCHITECT IN WRITING OF ANY WORK DESCRIBED IN THE CONTRACT DOCUMENTS

WHICH CANNOT BE PERFORMED DUE TO EXISTING CONDITIONS.

EXISTING EXIT DOORS, ACCESS TO EXITS AND FIRE PROTECTION SHALL BE MAINTAINED DURING

DEMOLITION. ALL FIRE PROTECTION, ACCESS AND EXITS SHALL BE OPERATIONAL AFTER

COMPLETION OF DEMOLITION WORK.

VERIFY WITH OWNER FINAL DISPOSITION OF ALL ELECTRICAL EQUIPMENT TO BE REMOVED. ITEMS

TO BE SALVAGED FOR OWNER SHALL BE COLLECTED AND STORED AT OWNER DESIGNATED

LOCATION WITHIN THE BUILDING FOR REMOVAL BY OWNER. ITEMS REFUSED BY THE OWNER SHALL

BE REMOVED BY THE CONTRACTOR AND BE PROPERLY DISPOSED OF OFF-SITE WITHIN FIVE

WORKING DAYS.

PROTECT FROM DAMAGE ALL MATERIALS TO REMAIN. ANY WORK DAMAGED DURING

CONSTRUCTION SHALL BE RESTORED TO MATCH CONDITION PRIOR TO CONSTRUCTION.

DEMOLITION WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO THOSE ITEMS NOTED. OTHER ITEMS OF A MINOR NATURE MAY EXIST WHICH ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS ARE TO BE REMOVED AS REQUIRED, TO PROVIDE ACCESS AND ALLOW ALTERATION OR NEW WORK

TO PROCEED.

CONTRACTOR SHALL USE CAUTION WHEN PERFORMING DEMOLITION AT OR NEAR FIRE-RATED

ASSEMBLIES SCHEDULED TO REMAIN SO AS NOT TO DISRUPT THE INTEGRITY OF THE FIRE RATING

AND SHALL REPAIR ANY DAMAGE TO THOSE TO INSURE CONTINUOUS RATING AS REQUIRED.

NOT ALL ELECTRICAL EQUIPMENT WHICH IS REQUIRED TO BE REMOVED IS SHOWN. CONTRACTOR

SHALL REMOVE ALL SUCH EQUIPMENT WHICH WILL INTERFERE WITH NEW CONSTRUCTION.

EQUIPMENT WHICH WILL NO LONGER BE USED (E.G. PIPES, CONDUITS AND DUCTS) SHALL BE

REMOVED COMPLETELY BACK TO THE POINT OF SERVICE TO BE REUSED AND CAPPED OR

PLUGGED AS INDICATED ON ELECTRICAL DRAWINGS.

REFER TO ARCHITECTURAL DEMO DRAWINGS TO DETERMINE EXTENT OF DEMOLITION. DASHED

LINES INDICATE WALLS TO BE REMOVED. WHERE DASHED LINES ARE SHOWN, EXCEPT WHERE

OTHERWISE SHOWN OR NOTED ON DRAWINGS.

ALL EXISTING ELECTRICAL EQUIPMENT AND MATERIAL IN AREAS TO BE REMODELED/ALTERED

SHALL BE REMOVED WHERE THEY INTERFERE WITH NEW CONSTRUCTION AND/OR INTERFERE

WITH PROPOSED USAGE OF SPACE BY OWNER.

THIS DEMOLITION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO THE FOLLOWING:

REMOVE ALL LIGHTING FIXTURES, SWITCHES, AND ASSOCIATED WIRING BACK TO THE POINT OF

SERVICE AS REQUIRED TO FIT SCHEME OF NEW WORK.

REMOVE ALL ELECTRICAL DEVICES, COVERPLATES, OUTLET BOXES, CONDUITS AND ASSOCIATED

WIRING BACK TO THE POINT OF SERVICE TO FIT SCHEME OF NEW WORK.

REMOVE ALL PANELBOARDS, CONDUITS AND ASSOCIATED WIRING BACK TO POINT OF SERVICE TO

FIT SCHEME OF NEW WORK.

REMOVE ALL ELECTRICAL ITEMS ASSOCIATED WITH MECHANICAL EQUIPMENT BEING DEMOLISHED.

REMOVE ALL MOTOR STARTERS, DISCONNECT SWITCHES AND ASSOCIATED WIRING BACK TO

POINT OF SERVICE TO FIT SCHEME OF NEW WORK.

REMOVE ALL FIRE ALARM DEVICES, CONDUITS AND ASSOCIATED WIRING BACK TO THE POINT OF

SERVICE AS REQUIRED TO FIT SCHEME OF NEW WORK.

REMOVE ALL LOW VOLTAGE SYSTEMS AS REQUIRED TO FIT SCHEME OF NEW WORK.

WHERE CONDUIT ASSOCIATED WITH AN ITEM TO BE REMOVED IS IN AN INACCESSIBLE AREA, SUCH AS ENCASED IN CONCRETE, THE INACCESSIBLE CONDUIT ONLY SHALL BE ABANDONED IN PLACE.

ALL WIRING SHALL BE REMOVED AND CONDUIT SHALL BE CUT OFF FLUSH AND FINISHED OVER

WITH A MATERIAL TO MATCH EXISTING.\

IN REMODELED/ALTERED AREAS ANY FEEDERS, CONDUITS, BRANCH CIRCUITS, SIGNAL,

TELEPHONE OR OTHER LOW VOLTAGE SYSTEMS, ETC. PASSING THROUGH THE REMODELED AREAS

TO SERVE (OR BE SERVED FROM EXISTING ADJACENT, REMOTE OR SURROUNDING AREA THAT ARE TO REMAIN) SHALL BE RETAINED AND KEPT OPERATIONAL AND SHALL BE REROUTED IN ALL CASES

WHERE THEY INTERFERE WITH ANY NEW WORK.

WHERE DEVICES ARE OMITTED FROM PRESENT BRANCH CIRCUITS, THE REMAINING DEVICES

SHALL BE REWIRED AS REQUIRED.

ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS TO BE FAMILIARIZED

WITH EXTENT OF REMODELING WORK AND MORE SPECIFICALLY NOTE WHERE NEW PARTITIONING

IS BEING INSTALLED, WHERE EXISTING PARTITIONING IS BEING REMOVED AND WHERE CEILINGS

ARE BEING REMOVED AND/OR REPLACED.

PROVIDE FLOOR AND WALL PENETRATIONS AS REQUIRED FOR NEW MECHANICAL AND ELECTRICAL

WORK.

PORTIONS OF THE BUILDING WILL BE OCCUPIED DURING THIS RENOVATION. THE GENERAL

CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROVIDE FOR THE PROTECTION AND

SAFETY OF THE BUILDINGS OCCUPANTS.

IF ANY SUSPECT HAZARDOUS MATERIALS ARE ENCOUNTERED BY CONTRACTOR, INCLUDING BUT

NOT LIMITED TO MATERIALS CONTAINING ASBESTOS, LEAD PAINT, ETC, WORK IS TO BE STOPPED IN

THE AREA WHERE SUCH MATERIALS WERE FOUND AND THE OWNER IMMEDIATELY NOTIFIED IN

WRITING. THE REMOVAL OF HAZARDOUS MATERIALS WILL BE THE OWNER'S RESPONSIBILITY.

RELOCATE EXISTING SECURITY, FIRE ALARM AND TELEPHONE EQUIPMENT AS NECESSARY TO

CONDUCT NORMAL OPERATIONS IN A REMOTE LOCATION DURING CONSTRUCTION OF THIS PHASE.

1.

2.

3.

4.

5.

6.

7.

8.

8A.

8B.

8C.

8D.

8E.

8F.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

GENERAL DEMOLITION NOTES

cwallace Snapshot

SECTION A-A(1

2"

) M A

X

(1 8"

) M A

X

2-GANG,

NEMA 3R JUNCTION BOX

WITH THREADED HUBS

RIGID STEEL CONDUIT FOR

WIRING

RIGID STEEL CONDUIT FOR

SUPPORT PER N.E.C.ART.

"WHILE-IN-USE" WP

COVER(S) &

RECEPTACLE(S)

ROOF PENETRATION. FLASH AND SEAL PER

SPECIFICATION SECTIONS 076200 AND 079200.

COORDINATE INSTALLATION WITH ROOF INSTALLER.

A

A

EXISTING FAN

EXISTING

ROOF DRAIN

EXISTING

ROOF DRAIN

EXISTING

ROOF DRAIN

EXISTING

ROOF DRAIN

EXISTING

ROOF DRAIN

EXISTING

ROOF DRAIN

EXISTING FAN

EXISTING FAN

EXISTING FAN

EXISTING

ROOF HATCH

EXISTING

CHIMNEY

EXISTING VENT

PIPE

EXISTING

VENT PIPE

EXISTING

VENT PIPE

EXISTING

VENT PIPE

EXISTING

VENT PIPE

EXISTING

MECHANICAL UNIT

EXISTING

LIGHTNING

PROTECTION

SYSTEM (TYP)

EXISTING AIR

TERMINAL (TYP)

WP

EXISTING

CONDUIT

50' - 0" MAX

EXISTING FAN

EXISTING

ROOF DRAIN

EXISTING

ROOF DRAIN

EXISTING

ROOF DRAIN

EXISTING

ROOF DRAIN

EXISTING

ROOF DRAIN

EXISTING

ROOF DRAIN

EXISTING FAN

EXISTING FAN

EXISTING FAN

EXISTING

ROOF HATCH

EXISTING

CHIMNEY

EXISTING VENT

PIPE

EXISTING

VENT PIPE

EXISTING

VENT PIPE

EXISTING

VENT PIPE

EXISTING

VENT PIPE

EXISTING

MECHANICAL UNIT

EXISTING

LIGHTNING

PROTECTION

SYSTEM (TYP)

EXISTING AIR

TERMINAL (TYP)

WP

EXISTING

CONDUIT

6 6

• 2021 VIRGINIA CONSTRUCTION CODE

• 2020 VIRGINIA ELECTRICAL CODE

• 2020 NFPA 780 - STANDARD FOR THE INSTALLATION OF

LIGHTNING PROTECTION SYSTEMS

• 2025 STATE OF VIRGINIA CPSM, REVISION 0

CODE SUMMARY

Architecture Engineering Planning Interiors

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

:PROJECT ENGINEER

OF

DRAWING

COMM. NO.

SHEET

DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

FEBRUARY 13, 2026

REPLACE ROOF

BEDFORD HALL

PLAN NOTES

GENERAL NOTES

JBW

REBID SET

20301.03

PROJECT CODE: CVCC 260-B0260-042 MR20023

2/16/2026

3:12:24 PM

Autodesk Docs://20301.03 - VCCS - Re-Roof Bedford Hall Building at DCC (2025)/20301.03- VCCS- RE-ROOF BEDFORD HALL BUILDING CVCC- ELEC.rvt

JBW

MAR

ROOF PLAN -

ELECTRICAL

E1.1

CIW

1 DISCONNECT EXISTING MECHANICAL EQUIPMENT.

REMOVE POWER CONNECTION FROM EXISTING

MECHANICAL EQUIPMENT AND CAP OFF IN JUNCTION

BOX. AFTER NEW ROOF IS INSTALLED, RECONNECT

EXISTING MECHANICAL EQUIPMENT FROM EXISTING

POWER FROM CAPPED OFF JUNCTION BOX.

DISCONNECT AND REMOVE EXISTING SURFACE

MOUNTED CONDUIT. REINSTALL BELOW ROOF ONCE

EXISTING ROOF HAS BEEN REMOVED. COORDINATE

WITH EXISTING STRUCTURE TO MAINTAIN SIMILAR

ROUTING.

REMOVE EXISTING ROOF TOP RECEPTACLE AND

INSTALL NEW HEAVY GRADE, GREY 20A, GFCI WEATHER

RESISTANT RECEPTACLE IN WEATHERPROOF

ENCLOSURE.

EXISTING ROOF PENETRATION. MAINTAIN EXISTING

CIRCUIT AND COORDINATE WITH ROOF RE-

INSTALLATION.

DISCONNECT AND REMOVE EXISTING ROOF

PENETRATION AS WELL AS ASSOCIATED CONDUIT AND

WIRING TO BELOW NEW ROOF.

REMOVE EXISTING LIGHTNING PROTECTION

CONDUCTOR AND ASSOCIATED AIR TERMINALS.

PROVIDE NEW LIGHTNING PROTECTION CONDUCTOR

AND ASSOCIATED TERMINALS AS INDICATED.

LIGHTNING PROTECTION SHALL NOT BE INSTALLED

PENETRATI…