19482 Giles County Administrative Board Room - Design-Build RFP Bridging Documents 2026-02-13.pdf

PDF 4 MB Posted Mar 31, 2026

Attached to: Giles County Administrative Board Room Relocation GCIDA
Solicitation number: DBB-117052
Issued by: Franklin County, Virginia

About this file

Written by GovTribe AI · Apr 6, 2026

This is a Design-Build Request for Proposal (RFP) bridging document prepared for the Giles County Board of Supervisors in Pearisburg, Virginia, detailing the renovation of approximately 3,100 to 3,234 square feet of the former Giles County Hospital to accommodate the relocation of the county's administrative board room. The project scope includes construction of a new board room with 100+ seat capacity and dais, an executive conference room, two additional conference rooms, public toilets, and storage rooms. The renovation will feature light-gauge metal stud framing with painted gypsum wallboard, carpet tile flooring in the board room with luxury vinyl tile throughout remaining areas, solid core wood doors in hollow metal frames for interior locations and insulated galvanized hollow metal doors for exterior locations, and 24-inch by 24-inch suspended acoustical panel ceilings except in the board room where the existing ceiling will be painted. The project must comply with 2021 Virginia Existing Building Code, 2021 Virginia Construction Code, 2017 ICC/ANSI A117.1 accessibility standards, 2021 Virginia Mechanical and Plumbing Codes, 2020 NFPA 70 National Electrical Code, and 2010 ADA Standards. The building is classified as Construction Type IIB with mixed-use occupancy (Business and Assembly A-3), is fully sprinklered, and requires modifications to the existing fire sprinkler system, HVAC systems, and electrical infrastructure to serve the new floor plan layout.

The project documentation establishes that the existing building occupancy load totals 161 persons across designated spaces, with the board room accommodating the majority of occupants. The design includes ADA-compliant accessibility features throughout, including accessible lavatories with sensor-operated fixtures, accessible countertops, grab bars, and door approach clearances meeting current accessibility standards. The renovation requires selective demolition of existing partitions, HVAC equipment, and portions of exterior walls to accommodate new door openings, with all asbestos-containing materials and lead-based paints prohibited. A 1-ton ductless split system and 12.5-ton ground-mounted packaged unit with demand control ventilation, economizer, and smoke detection are specified for HVAC, along with VAV boxes with hot water reheat. New plumbing infrastructure includes ADA-compliant wall-hung lavatories with hardwired sensor faucets and floor-mounted flush valve water closets. The electrical design calls for a new 225-ampere panelboard (LA1) fed from the existing main switchboard, with lighting controls incorporating occupancy and vacancy sensors, emergency lighting, fire alarm devices matching the existing Siemens system, and television provisions throughout the space. The bridging documents were issued on February 13, 2026, as preliminary design guidance for the design-build team.

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PROJECT DESCRIPTION:

THE GILES COUNTY BOARD OF SUPERVISORS INTENDS TO RENOVATE A PORTION OF

THE FORMER GILES COUNTY HOSPITAL TO ACCOMMODATE THE RELOCATION OF THE

COUNTY'S EXISTING ADMINISTRATIVE BOARD ROOM FROM ITS CURRENT LOCATION.

THE AREA OF RENOVATION IS APPROXIMATELY 3,100 SQ. FT. AND WILL INCLUDE THE

BOARD ROOM, EXECUTIVE CONFERENCE ROOM, TWO ADDITIONAL CONFERENCE

ROOMS, PUBLIC TOILETS, AND STORAGE ROOMS.

CODES & REGULATIONS

2021 VIRGINIA EXISTING BUILDING CODE, (VEBC)

2021 VIRGINIA CONSTRUCTION CODE (VCC), PART 1 OF THE VIRGINIA UNIFORM

STATEWIDE BUILDING CODE (VUSBC)

2017 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2021 VIRGINIA MECHANICAL CODE

2021 VIRGINIA PLUMBING CODE

2020 NFPA 70 NATIONAL ELECTRICAL CODE

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADAAG)

KENTUCKY

TENNESSEE

NORTH CAROLINA

VIRGINIA

WEST

VIRGINIA

WASHINGTON

D.C.

NASHVILLE

FRANKFORT

CHARLESTON

RICHMOND

RALEIGHKNOXVILLE

CHATTANOOGA

ASHEVILLE

CHARLOTTE

ROANOKE

BLUEFIELD

TAZEWELL

ABINGDON

BRISTOL

DUFFIELD

HARLAN

NORTON

RICHLANDS

GRUNDY

PRINCETON

LEXINGTON

PEARISBURG

GILES COUNTY BOARD OF SUPERVISORS

PREPARED FOR

PROJECT LOCATIONPROJECT LOCATION

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VICINITY MAP

726 Auburn Avenue

Radford, Virginia 24141

P: (540) 633-1897, F: (540) 633-1896 www.T-L.com

EST. 1956 LOCATION MAP

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02/13/2026

PROJECT NO.: 19482

02/13/2026

ISSUED AS BRIDGING DOCUMENTS

CWB

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RELOCATION OF GILES COUNTY

ADMINISTRATIVE BOARD ROOM

1 TAYLOR AVE, PEARISBURG, VA 24134

SHEET INDEX

SHEET NAME SHEET NUMBER

GENERAL

TITLE SHEET G001

LIFE SAFETY

LIFE SAFETY DATA & PROJECT INFORMATION LS100

LIFE SAFETY FLOOR PLAN LS101

ARCHITECTURAL

GENERAL NOTES, LEGENDS, ABBREVIATIONS & ARCHITECTURAL SPECIFICATIONS A001

DEMOLITION FLOOR PLAN AD101

NEW WORK FLOOR PLAN A101

REFLECTED CEILING PLAN A104

ENLARGED PLANS A401

BOARD ROOM CASEWORK A402

INTERIOR ELEVATIONS A403

DOOR SCHEDULE, NOTES, & LEGENDS A601

FINISH SCHEDULE, PARTITION TYPES, NOTES, & LEGENDS A701

MECHANICAL

FIRST FLOOR PLAN M100

ELECTRICAL

GENERAL NOTES, LEGENDS, & ABBREVIATIONS E001

LIGHTING PLAN E101

POWER PLAN E102

COMMUNICATION PLAN E103

DETAILS E501

ONE-LINE DIAGRAM E601

SCHEDULES E701

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ADMINISTRATIVE BOARD ROOMROOM ROOMROOM ROOMROOM

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GILES COUNTY INDUSTRIAL

DEVELOPMENT AUTHORITY (GCIDA)

BUILDING AREA SUMMARY

CODE BUILDING AREA (RENOVATED AREA):

GROSS BUILDING AREA (RENOVATED AREA):

3,234 SF

3,076 SF

CODES & REGULATIONS

2021 VIRGINIA EXISTING BUILDING CODE, (VEBC)

2021 VIRGINIA CONSTRUCTION CODE (VCC), PART 1 OF THE VIRGINIA UNIFORM

STATEWIDE BUILDING CODE (VUSBC)

2017 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2021 VIRGINIA MECHANICAL CODE

2021 VIRGINIA PLUMBING CODE

2020 NFPA 70 NATIONAL ELECTRICAL CODE

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADAAG)

FIRE-RESISTANCE RATING

REQUIREMENTS

BUILDING ELEMENT

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING

ELEMENTS (HOURS)

FIRE RATING

(EXCERPT FROM VCC TABLE 601, UON)

BEARING WALLS

EXTERIOR

INTERIOR

0 HR

CONSTRUCTION TYPE: IIB

PRIMARY STRUCTURAL FRAME 0 HR

NONBEARING WALLS & PARTITIONS

EXTERIOR (VUSBC TABLE 602) 0 HR

NONBEARING WALLS & PARTITIONS

INTERIOR 0 HR

FLOOR CONSTRUCTION & SECONDARY MEMBERS 0 HR

ROOF CONSTRUCTION & SECONDARY MEMBERS 0 HR

BUILDING ELEMENT FIRE RATING

MISCELLANEOUS FIRE-RESISTANCE RATING REQUIREMENTS

CORRIDORS (VCC TABLE 1020.2) 0 HR

GENERAL INFORMATION

RENOVATIONS REQUIRED TO ACCOMMODATE THE RELOCATION OF GILES

COUNTY'S ADMINISTRATIVE BOARD ROOM

SCOPE:

CONSTRUCTION CLASSIFICATION:

CONSTRUCTION TYPE: IIB (PER ORIGINAL CONSTRUCTION DRAWINGS)

EXISTING BUILDING IS FULLY SPRINKLERED

OCCUPANCY:

DESCRIPTION: MIXED-USE, NON-SEPARATED

OCCUPANCY CLASSIFICATION: BUSINESS (B) & ASSEMBLY (A-3)

MAXIMUM TRAVEL DISTANCES:

EXIT ACCESS TRAVEL DISTANCE (VCC TABLE 1017.2):

DEAD ENDS (VCC 1020.5):

250 FT MAX

20 FT MAX

INTERIOR FINISH REQUIREMENTS:

CORRIDOR WALLS & CEILINGS (VCC TABLE 803.13):

-CLASS C

FLOORS (VCC 804.4.2):

-CLASS II

FLAME SPREAD INDEX 76-200

SMOKE-DEVELOPED INDEX 0-450

ROOM & ENCLOSED SPACE WALLS & CEILINGS (VCC TABLE 803.13):

-CLASS C

FLAME SPREAD INDEX 76-200

SMOKE-DEVELOPED INDEX 0-450

CRITICAL RADIANT FLUX NOT LESS THAN 0.22 WATTS/CM

ASBESTOS CONTAINING MATERIALS AND/OR PAINTS CONTAINING LEAD SHALL

NOT BE USED IN ANY FORM ON THE PROJECT.

EXIT ENCLOSURES & EXIT PASSAGEWAYS (VCC TABLE 803.13):

-CLASS B

FLAME SPREAD INDEX 26-75

SMOKE-DEVELOPED INDEX 0-450

ALTERATIONS ARE CLASSIFIED AS LEVEL 2

300 FT MAX

50 FT MAX

ASSEMBLY (A)

BUSINESS (B)

MEANS OF EGRESS

LEVEL 1 PROVIDED

NUMBER OF EXITS

REQUIRED

(VCC SECTION 1006.3.1)

EGRESS CAPACITY (.15"/OCC)

108.25"44"

(VCC 1005.3.2, EXCEPTION)

OCCUPANCY LOAD SUMMARY

TOTAL 161

FUNCTION OF SPACE

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

SF/OCCUPANT

300 GROSS

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT

ROOMS

(EXCERPT FROM VCC TABLE 1004.5)

ASSEMBLY WITHOUT FIXED SEATS

CONCENTRATED (CHAIRS ONLY-NOT FIXED)

STANDING SPACE

UNCONCENTRATED (TABLES & CHAIRS)

150 GROSS

7 NET

5 NET

15 NET

BUSINESS

LIBRARY

50 GROSSLOCKER ROOMS

200 GROSSPARKING GARAGES

200 GROSSRESIDENTIAL

50 NETREADING ROOMS

100 GROSSSTACK AREA

500 GROSSWAREHOUSES

40 NETCOURTROOMS-OTHER THAN FIXED SEATING AREAS

500 GROSSSTAGES & PLATFORMS

EDUCATIONAL (K-12)

CLASSROOM AREA

SHOPS & OTHER VOCATIONAL ROOM AREAS

20 NET

50 NET

50 GROSSEXERCISE ROOMS

200 GROSSKITCHENS (COMMERCIAL)

REFER TO LIFE SAFETY DRAWING FOR OCCUPANT LOAD BREAKDOWN

CALCULATED PER VUSBC TABLE 1004.5 OR ACTUAL NUMBER OF OCCUPANTS

SCHEDULED, WHICHEVER IS GREATER

FRONT APPROACH - PULL SIDE

MIN

18"

FRONT APPROACH - PUSH SIDE NEW BUILDINGS

*IF BOTH CLOSER AND LATCH ARE PROVIDED

12" MIN *

HINGE APPROACH - PULL SIDE

MIN

36"

HINGE APPROACH - PULL SIDE

MIN

42"

HINGE APPROACH - PUSH SIDE

MIN

22"

LATCH APPROACH - PULL SIDE

*54" MINIMUM IF CLOSER IS PROVIDED

MIN

24"

LATCH APPROACH - PUSH SIDE

*48" MINIMUM IF CLOSER IS PROVIDED

MIN

24"

FRONT APPROACH - PUSH SIDE EXISTING BUILDINGS

*IF BOTH CLOSER AND LATCH ARE PROVIDED

12" MIN *

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1/4" = 1'-0"

DOOR APPROACH 2017 ICC A117.1 404.2.3.2

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GENERAL LIFE SAFETY NOTES:

1. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF EXIT LIGHTS, EMERGENCY LIGHTS, AND FIRE

ALARM SYSTEM.

2. MOUNT FIRE EXTINGUISHER CABINETS AND BRACKET-MOUNT EXTINGUISHERS WITH CENTERLINE OF

CABINET DOOR PULL OR EXTINGUISHER ACTUATOR AT 4'-0" AFF.

3. WHERE OCCUPANT LOAD OF SPACES IS INDICATED WITH WORK "ACTUAL", THE OCCUPANT LOAD OF

SUCH SPACE SHALL BE POSTED AT THE DIRECTION OF THE LOCAL BUILDING OFFICIAL.

102 113

127'-1"

36 SF

323 SF

470 SF

296 SF

1,189 SF

ACTUAL

65 SF

39 SF

(ABC)

SRC

SMC

RECESSED CABINET

SEMI-RECESSED CABINET

SURFACE MOUNTED

BRACKET MOUNTED

ABC

CO2

DRY CHEMICAL

WET CHEMICAL

KITCHEN

CARBON DIOXIDE

FIRE EXTINGUISHER MOUNTING: FIRE EXTINGUISHER TYPE:

TYPE

MOUNTING

FIRE EXTINGUISHER LEGEND

EGRESS PATHDISTANCE

OCCUPANCY LOAD DESIGNATION

AREA (SF)

LIFE SAFETY LEGEND

BUSINESS (GROUP B) - GROSS AREA EXTENT

ASSEMBLY (GROUP A-3) - GROSS AREA EXTENT

EGRESS DOOR CAPACITY###

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5'-4" 10'-8"0 21'-4"

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WORK AREA

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A101A

CONSTRUCTION NOTE DESIGNATION

TOILET & BATH ACCESSORY DESIGNATION

A101

ROOM NAME

PARTITION TYPE DESIGNATION

NEW CONSTRUCTION

EXISTING CONSTRUCTION

EXISTING TO BE DEMOLISHED

DOOR/OPENING NUMBER DESIGNATION

ROOM NUMBER DESIGNATION

FLOOR LEVEL

SUFFIX AT MULTIPLE

DOOR/OPENING LOCATIONS

DOOR/OPENING NUMBER

BUILDING AREA

ROOM NUMBER

BUILDING AREA

FLOOR LEVEL

DEMOLITION NOTE DESIGNATION

E00 WINDOW TYPE DESIGNATION

(E=EXTERIOR / I=INTERIOR)

1 REVISION NUMBER DESIGNATION

A101A101

1 SIM

SECTION CUT DESIGNATION

(DETAIL DESIGNATION SIMILAR)

NUMBER INDICATES

SECTION OR DETAIL

SHEET NUMBER WHERE

SECTION OR DETAIL IS

DRAWN

SHEET NUMBER WHERE

SECTION OR DETAIL IS

TAKEN

ELEVATION DESIGNATION

SIM A101

A101

SIM1

A101

NUMBER INDICATES ELEVATION

SHEET NUMBER WHERE

ELEVATION IS TAKEN

SHEET NUMBER WHERE

ELEVATION IS DRAWN

INTERIOR

ELEVATION

EXTERIOR

ELEVATION

MATCHLINE

0'-0"

SPOT ELEVATION

00 COLUMN LINE/HEAD

DATUM LINE

LEVEL

0'-0"

AREA 'A'

KEY PLAN AREA

ARCHITECTURAL LEGEND

XX-00

OPENING FRAME DESIGNATION

NUMBER

MATERIAL

AREA 'B'

A101, A102...

ADDITIONAL

SHEET

REFERENCES

ROOM SIGNAGE DESIGNATION

CONCRETE

MASONRY UNIT

CONCRETE

STONE VENEER

FACE BRICK

GYPSUM WALLBOARD

METAL/WOOD STUD

INSULATION - BATT

INSULATION - RIGID

STEEL

CAVITY DRAINAGE

MATERIAL

FINISH CARPENTRY

EARTH

GRAVEL

PLYWOOD

GROUT

INSULATION - SPRAY

ROUGH CARPENTRY

BLOCKING

ALUMINUM

MATERIAL LEGEND

GENERAL CONSTRUCTION NOTES:

1. ALL WORK SHALL BE PERFORMED IN OBSERVANCE OF LOCAL, STATE, AND FEDERAL CODES AND

REGULATIONS.

2. EXISTING CONDITIONS SHOWN HEREIN WERE TAKEN FROM SITE OBSERVATIONS AND COMPLETE

OR PARTIAL SETS OF ORIGINAL DESIGN DRAWINGS WHEN MADE AVAILABLE. ANY

DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL BUILT CONDITIONS ARE TO BE

REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.

3. LOOSE FURNISHINGS, APPLIANCES, AND EQUIPMENT ARE NOT INCLUDED WITHIN THIS

PROJECT'S SCOPE (NIC), UNLESS OTHERWISE NOTED.

4. DO NOT "SCALE" DRAWINGS. USE DIMENSIONAL INFORMATION PROVIDED ONLY. FOR

DIMENSIONS NOT SHOWN OR IN QUESTION, CONTRACTOR SHALL REQUEST CLARIFICATION

FROM ARCHITECT PRIOR TO PROCEEDING.

5. ALL DIMENSIONS ARE MEASURED TO FACE OF METAL AND/OR WOOD STUDS OR MASONRY

CONSTRUCTION UNLESS OTHERWISE NOTED.

6. ALL DIMENSIONS NOTED AS "CLEAR," ARE FROM FACE OF FINISH TO FACE OF FINISH.

7. PROVIDE CONCEALED FIRE-RETARDANT TREATED WOOD BLOCKING AT LOCATIONS OF WALL-

MOUNTED EQUIPMENT, CASEWORK, SHELVING, AND TOILET ACCESSORIES.

8. ALL SIDEWALKS LOCATED ALONG ACCESSIBLE ROUTE SHALL HAVE A 5% MAXIMUM SLOPE

UNLESS OTHERWISE INDICATED AS A RAMP.

9. REFER TO ENLARGED FLOOR PLANS FOR PARTITION TYPES, DIMENSIONS, AND RELEVANT

CONSTRUCTION RELATED FEATURES AND EQUIPMENT IN THOSE AREAS.

10. ALL INTERIOR PARTITIONS ARE PARTITION TYPE 'A1' (UON).

11. ALL DOORS LOCATED IN STUD PARTITIONS ARE TO BE LOCATED 4" FROM AN ADJACENT WALL TO

THE BACK OF THE FRAME OR CENTERED BETWEEN 2 ADJACENT WALLS UNLESS OTHERWISE

NOTED.

12. ALL DOORS LOCATED IN MASONRY CONSTRUCTION ARE TO BE LOCATED 8" FROM AN ADJACENT

WALL OR CENTERED BETWEEN 2 ADJACENT WALLS UNLESS OTHERWISE NOTED.

13. PROVIDE MINIMUM 1'-6" CLEAR ON PULL SIDE OF DOORS BETWEEN JAMB AND INTERSECTING

WALL ON LATCH SIDE OF DOOR. PROVIDE 1'-0" CLEAR ON PUSH SIDE OF DOOR BETWEEN JAMB

AND INTERSECTING WALL ON LATCH SIDE OF DOOR FOR ALL DOORS WITH BOTH A LATCH AND A

CLOSER.

14. REFER TO ENLARGED FLOOR PLANS FOR PARTITION TYPES, DIMENSIONS, AND RELEVANT

CONSTRUCTION RELATED FEATURES AND EQUIPMENT IN THOSE AREAS.

15. PROVIDE SEALANT AT FULL PERIMETER OF ALL NEW OPENINGS AND PENETRATIONS AT EACH

SIDE, TYP.

16. REFER TO DRAWINGS LS100 FOR REQUIRED ACCESSIBLE CLEARANCES AT APPROACHES TO

DOORS FROM EACH SIDE.

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OCCURS WHERE ARE INDICATED ON DRAWINGS.#

GENERAL DEMOLITION NOTES:

1. ANY DISCREPANCIES BETWEEN ITEMS NOTED FOR DEMOLITION AND ACTUAL FIELD CONDITIONS

ARE TO BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF DEMOLITION.

2. DO NOT REMOVE OR DEMOLISH ANY LOAD-BEARING BUILDING ELEMENTS WITHOUT FIRST

CONTACTING THE ARCHITECT/STRUCTURAL ENGINEER.

3. REMOVE AND/OR CAP OFF ANY MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS

CONTAINED WITHIN CONSTRUCTION SCHEDULED TO BE REMOVED. CAP OFF BEHIND FACE OF

EXISTING WALLS INDICATED TO REMAIN OR BELOW THE FLOOR SLAB. COORDINATE THESE

REQUIREMENTS WITH MECHANICAL, PLUMBING, AND ELECTRICAL REQUIREMENTS.

4. LEGALLY DISPOSE OF ALL MATERIALS ASSOCIATED WITH SELECTIVE DEMOLITION WORK UNLESS

OTHERWISE NOTED TO BE PROVIDED TO OWNER OR SALVAGED FOR REUSE.

5. COORDINATE ANY REQUIRED TEMPORARY UTILITY OR SERVICE SHUT-OFF WITH OWNER AND

OTHER REQUIREMENTS FOUND IN THE CONTRACT DOCUMENTS.

6. REMOVE FROM WITHIN WORK AREA ALL EXISTING HVAC DUCTWORK AND EQUIPMENT AND

ELECTRICAL CONDUITS AND DEVICES UNLESS SPECIFICALLY STATED TO REMAIN PER THE

MECHANICAL AND ELECTRICAL DRAWINGS.

7. THE EXISTING FIRE PROTECTION SYSTEM TO REMAIN AND BE REDESIGNED TO SERVE THE NEW

FLOOR PLAN ARRANGEMENT.

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SPECIFIC DEMOLITION NOTES

1 REMOVE PORTION OF EXISTING EXTERIOR WALL AS REQUIRED TO ACCOMMODATE

NEW DOOR AND FRAME

2 REMOVE EXISTING PARTITION FRAMING COMPLETE

3 REMOVE EXISTING HVAC UNIT COMPLETE

4 SAW CUT EXISTING CONC SLAB AS REQUIRED TO ALLOW FOR INSTALLATION OF

NEW SANITARY PIPING AND ROUGH-IN. COORDINATE WITH PLUMBING DWGS.

5 REMOVE EXISTING HM DOOR AND FRAME COMPLETE

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

2' 4'0 8'

SCALE: 1/4" = 1'-0"AD101

1 DEMOLITION PLAN

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P u rp o se o f D o cu m e n t

Is su e

KEY PLAN

SCALE: NTS

WORK AREA

BRIDGING DOCUMENT

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OCCURS WHERE ARE INDICATED ON DRAWINGS.#

EXECUTIVE CONFERENCE

STORAGE

BOS MTG ROOM

IT ROOM

STOR

CONFERENCE/STORAGE

CONFERENCE

STORAGE

W. TLT

M. TLT

COFFEE

UP +6"

A403

A101

REF

CORRIDOR

VEST

103 101A

102 113

101B

104C104B

104A

A101 A402

A101 A401

A403

A101

A403

A101

7'-6" +/- 5'-3 1/2" +/- 9'-0" 5'-3 1/2" +/- 23'-3" +/-

CLEAR

7'-0"

5'-0"

2' -0

-1

21'-10" +/-5'-0"

-3

RAMP

CONNECT NEW TO OLD SANITARY

ALIGN PARTITION FRAMING

W/ EXISTING COLUMN FACE

ALIGN

2 2 2 2

NOTES:

1. EPOXY GROUT DOWELS INTO EXISTING S.O.G. W/ HILTI HIT-RE 500

V3 ADHESIVE ANCHORING SYSTEM,

2. COMPACT FILL AND STONE UNDER EXISTING S.O.G. WHERE

EXISTING STONE AND SUBGRADE SLUFF FROM UNDER EXISTING

SLAB. CONTROLLED LOW-STRENGTH MATERIAL MAY BE USED AT

CONTRACTOR'S OPTION IN LIEU OF COMPACTED FILL AND STONE.

3. REPAIR OR REPLACE VAPOR BARRIER WHERE OCCURS.

TO INSTALL UTILITIES

MIN. WITH REQ'D4 1/2" TYP

NEW S.O.G THICKNESS AND

ELEVATION TO MATCH EXIST. S.O.G.

#3@12" DOWELS, SEE NOTE 1

NEW 6" VDOT #21 STONE

COMPACTED. SEE NOTE 2

UTILITY

SAW CUT EXIST. S.O.G. 1 1/2" DEEP ON

EACH SIDE OF SLAB TO BE DEMOLISHED

EXIST. S.O.G.

EXIST. POROUS FILL

EXIST. SUBGRADE

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

2' 4'0 8'

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19482

02/13/2026CONSTRUCTION NOTES

1 PROVIDE NEW 4" CONC FLOOR INFILL WHERE EXISTING CONCRETE FLOOR SLAB WAS

REMOVED FOR INSTALLATION OF NEW SANITARY WASTE PIPING. REFER TO DETAIL THIS

DRAWING.

2 RETAIN EXISTING METAL WALL STUD FRAMING LOCATED ALONG PERIMETER EXTERIOR

WALLS OF WORK AREA. ADD FOIL FACED BATT INSULATION (R-19) AND REPAIR FRAMING AS

REQUIRED. FINISH WALL WITH 5/8" GWB AND PROVIDE A LEVEL 4 FINISH.

3 PROVIDE AN ACCESSIBLE RAMP LEADING FROM DOOR NO. 104A TO THE NEAREST EXISTING

SIDEWALK. THE RAMP SHALL MEET ALL REQUIREMENTS OF THE ADA AND AS LISTED BELOW.

SCALE: 1/4" = 1'-0"A101

1 NEW WORK PLAN

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Is su e

a. MAXIMUM SLOPE SHALL BE 1 UNIT VERTICAL FOR EACH 12 UNITS HORIZONTAL.

b. MAXIMUM SINGLE RAMP RUN SHALL BE 30'-0" WITH A MAXIMUM RISE OF 30". EACH

RAMP RUN SHALL BE SEPARATED BY A LANDING.

c. PROVIDE A 5'-0" BY 5'-0" LANDING AT BOTH THE TOP AND BOTTOM OF THE RAMP.

PROVIDE REQUIRED CLEARANCES AT THE TOP LANDING WHERE ADJACENT TO A

DOOR.

d. MINIMUM CLEAR WIDTH OF RAMP BETWEEN HANDRAILS SHALL BE 36".

e. LANDING LENGTHS PARALLEL TO RAMP RUN SHALL BE 60" IN LENGTH.

f. RAMP EDGE PROTECTION SHALL BE PROVIDED BY EITHER EXTENDED FLOOR OR

GROUND SURFACE OR BY CURB OR BARRIER EDGE PROTECTION. TYPICAL DETAIL - S.O.G REPAIR KEY PLAN

SCALE: NTS

WORK AREA

BRIDGING DOCUMENT

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REFLECTED CEILING LEGEND:

LAY-IN LIGHT

SURFACED MOUNTED LIGHT

PENDANT LIGHT (UON)

GYPSUM CEILING

24"x24" SUSPENDED ACOUSTICAL PANEL CEILING

PENDANT LIGHT (UON)

CAN LIGHT

AIR DEVICES-SUPPLY

AIR DEVICES-RETURN

AIR DEVICES-EXHAUST

SPRINKLER HEAD

EXIT SIGN

EQ EQ EQ EQ

SPRINKLER HEAD OR OTHER

CEILING MOUNTED DEVICE

RECESSED CAN LIGHT

OCCURS WHERE ARE INDICATED ON DRAWINGS.C#

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

2' 4'0 8'3/4" = 1'-0"

TYP CEILING MOUNTED FIXTURE LOCATION

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CEILING NOTES

SCALE: 1/4" = 1'-0"A104

1 REFLECTED CEILING PLAN

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15" MIN

M A

DRINKING

FOUNTAIN

M A

16" - 18"

M A

FLUSH VALVE

LEVER AT OPEN

SIDE OF STALL

FACE OF SIDE

WALL

FLUSH VALVE LEVER AT

OPEN SIDE OF STALL

FACE OF SIDE

WALL

LAVATORY

WATER CLOSET URINAL

1'-3" MIN

15" MIN

M A

X 5

M A

C A

O W

W A

M A

MIRROR SOAP DISPENSER TRASH

RECEPTACLE

MOP/BROOM

HOLDER

COAT/ROBE

HOOK

DIAPER

CHANGING

STATION

SHOWER CURTAIN

ROD

PAPER TOWEL

DISPENSER

M A

SEMI-RECESSED

HAND DRYER

CHANGING TABLE

SURFACE IN FOLD-OUT

POSITION

REFLECTIVE

SURFACE

2'-7"

3 3/4" MAX

SANITARY NAPKIN

DISPOSAL

SHOWER

ELEVATION

CONTROL WALL

36" MIN 5 3/4"

1"42" MIN

1'-0 1/4" MAX

39" - 41"

FACE OF

REAR WALL

FACE OF

SIDE WALL

1'-4"

GRAB BARS

24" MIN 12" MIN

7" - 9"

TOILET TISSUE

DISPENSER

M A

1'-5"

SHOWER

ELEVATION

SIDE WALL

SHOWER CONTROL

AND HANDSHOWER

LOCATION

16" MIN

27" MAX

M A

GENERAL NOTES:

1. TOILET ACCESSORY ITEMS ARE INDICATED ON DRAWINGS BY

2. REFER TO CASEWORK ELEVATIONS ON SHEET A403 FOR ADDITIONAL TOILET

ACCESSORIES REQUIRED AS PART OF WORK.

3. GRAB BARS AND ACCESSORIES SHALL BE MOUNTED IN ACCORDANCE WITH

2017 ICC/ANSI A117.1.

4. REFER TO SPEC SECTION 102800 - "TOILET, BATH, AND LAUNDRY

ACCESSORIES" ON DRAWING A001 FOR ACCESSORY TECHNICAL

REQUIREMENTS AND DESCRIPTION.

5. PROVIDE UNDER LAVATORY PROTECTIVE PIPE COVER AT EACH WALL HUNG

LAVATORY.

6. ACTUAL DIMENSIONS MAY VARY WITH APPROVED MANUFACTURER.

COORDINATE ALL REVISIONS AS REQUIRED.

OCCURS WHERE ARE INDICATED ON DRAWINGS.00

W. TLT

M. TLT

040301 09

040301

CHASE

8'-0"

-1

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

2' 4'0 8'

1/4" = 1'-0"

PLUMBING FIXTURES MOUNTING SCHEDULE

1/4" = 1'-0"

TOILET ACCESSORIES MOUNTING SCHEDULE

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TOILET ACCESSORY LEGEND

DESCRIPTION NUMBER PROVIDED/INSTALLED

42" HORIZONTAL GRAB BAR 01

32" HORIZONTAL GRAB BAR 02

18" VERTICAL GRAB BAR 03

TOILET TISSUE DISPENSER 04

SOAP DISPENSER 05

18" x 36" FRAMED MIRROR UNIT 07

SANITARY NAPKIN DISPOSAL UNIT 09

PAPER TOWEL DISPENSER 11

COAT HOOK 12

SCALE: 1/2" = 1'-0"A101 A401

1 ENLARGED PLAN

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

1' 2'0 4'

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A402

UP +6"

104B

'A'

A R

6"RAMP UP

+6"

2'-6"

6'-0"4'-0"

-4

A R

TOW +3'-6"

METAL SUPPORT

BRACE, TYP. OF 4

CABLE GROMMETS, TYP OF 5

5'-0" 2'-0"

SPEAKER'S PODIUM

(PORTABLE)

A402A402

A402

C L

O F

D A

DIAS FLOOR

0'-6"6"

EXISTING FLOOR LEVEL

5"3'-6"

24'-4" +/-

GWB

WOOD TRIM ON 5/8" GWB PANEL, TYP.

TOE SPACE

16'-6" +/- 5"

FIN FLOOR

0'-0"

2'-5"

WOOD TRIM ON

3/4" FINISH

PLYWOOD, TYP.

SLOPED TOP W/

PENCIL STOP

ADJUSTABLE SHELF

FIN FLOOR

0'-0"

2'-0"

WOOD TRIM ON

3/4" FINISH

PLYWOOD, TYP.

TOE SPACE AT

FRONT ONLY

SLOPED TOP W/

PENCIL STOP

FIN FLOOR

0'-0"

2'-5"

TOE SPACE AT

FRONT ONLY

WOOD TRIM ON

3/4" FINISH

PLYWOOD, TYP.

3'-0"

2'-7"5"

EXISTING CONCRETE FLOOR SLAB

6" 2X6 BAND BOARD

2X4 SILL

2X6 WOOD FRAMING AT 1'-4" OC

1/2" PLYWOOD SUBFLOOR

QR 75

ELECTRICAL STUB-OUTS, SEE ELECTRICAL

SHEETS FOR EXACT LOCATIONS

2X4 BLOCKING

EDGEBANDED CABINET GRADE FIN.

METAL SUPPORT BRACE AT 3'-0" OC

AS INDICATED

ELECTRICAL

RACEWAY

2X6 FRAMING AT 1'-4" OC

SCOTIA 75

SOLID SURFACE COUNTERTOP

WOOD NOSING, TYP.

MISC. FIN TRIM

N12

SOLID SURFACE INLAY

2X4 TOP PLATE

N12

SCOTIA 75

S4S STOCK

BC 125 AT

PERIMETER

2X NAILER AS

REQUIRED

WD 2X6 PROFILE

AS REQUIRED

5/8" GWB PANEL

S4S STOCK

TOE BOARD

QR 75 WOOD TRIM PROFILE NUMBERS REFERENCE THE "WOOD MOULDING CATALOG - STANDARD PROFILES"

AS PUBLISHED BY

TILO INDUSTRIES, 2738 BUFFALO ROAD, LEWISBURG, PA 17837

TELEPHONE: 570.524.9990, FAX: 570.524.9991, EMAIL: SALES@TILOINDUSTRIES.COM

ALL WOOD TRIM PROFILES SHALL BE PAINT GRADE POPLAR

BC 125 SCOTIA 75

QR 75

N 12

S4 S

C K

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SCALE: 1/2" = 1'-0"A101 A402

1 ENLARGED PLAN

SCALE: 1/2" = 1'-0"A402 A402

3 CASEWORK ELEVATION

SCALE: 1/2" = 1'-0"A402 A402

4 CASEWORK ELEVATION

SCALE: 1/2" = 1'-0"A402 A402

5 CASEWORK ELEVATION

SCALE: 1/2" = 1'-0"A402 A402

6 CASEWORK ELEVATION

SCALE: 3" = 1'-0"A402 A402

2 CASEWORK SECTION WOOD TRIM PROFILES

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3'-0" 2'-6" 2'-6" 3'-0" 3'-0"

17'-0"

3'-0"

5 TYP

A403A403

PLAS LAM WALL CABINETS

PLAS LAM BASE CABINETS

RUBBER BASE

SOLID SURFACE COUNTERTOP

4" BACKSPLASH

3'-6" 3'-6"

7'-0"

3'-6" 3'-6"

7'-0"

PLAS LAM WALL CABINET

ADJUSTABLE SHELVES

4" BACKSPLASH

SOLID SURFACE COUNTERTOP

PLAS LAM BASE CABINET

RUBBER BASE

FILLER 3'-0" 3'-0" FILLER

3'-0" 3'-0" FILLERFILLER

6'-4"

PLAS LAM WALL CABINET

ADJUSTABLE SHELVES

4" BACKSPLASH

SOLID SURFACE COUNTERTOP

PLAS LAM BASE CABINET

RUBBER BASE

4"x3/4" BACKSPLASH

SOLID SURFACE

COUNTERTOP

3/4" MDF, TYP EACH

SIDE OF BRACKET

3/4" MDF PANEL SUPPORT

BRACKETS CENTERED BETWEEN

SINKS AT 2'-6" ON CENTER MAX

20"H REMOVABLE ACCESS PANEL

CENTERED BELOW EACH SINK.

SECURE WITH 4 NO 10 WAFER-

HEAD FASTENERS, 1 IN EACH

CORNER OF PANEL

A D

A R

2'-1"

ADA REQ MIN

4"x3/4" BACKSPLASH

PLASTIC LAMINATE

COUNTERTOP

WIRE PULL HANDLES

DRAWER ON SLIDES

PLASTIC LAMINATE CLAD BASE

CABINET WHERE INDICATED

ON ENLARGED PLANS

ADJUSTABLE SHELVES AND

RECESSED STANDARDS

1'-0"

O N

4"WALL BASE

BLOCKING AT

1'-4" ON CENTER

2'-0"

1'-10" 0'-2"

PLASTIC LAMINATE CLAD WALL

CABINET WHERE INDICATED ON

ENLARGED PLANS

ADJUSTABLE SHELVES AND

RECESSED STANDARDS

O N

2'-1"

SIDE SPLASH AT WALL

RETURN

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SCALE: 1/2" = 1'-0"A101 A403

1 CASEWORK ELEVATION

SCALE: 1/2" = 1'-0"A101 A403

2 CASEWORK ELEVATION

SCALE: 1/2" = 1'-0"A101 A403

3 CASEWORK ELEVATION

SCALE: 1 1/2" = 1'-0"A403 A403

5 TYP ACCESSIBLE COUNTERTOP SECTION

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SCALE: 1 1/2" = 1'-0"A403

4 TYPICAL CABINET SECTION

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GENERAL DOOR NOTES:

1. PROVIDE CONTINUOUS BEAD OF SEALANT AT PERIMETER OF EACH SIDE OF OPENING

FRAME.

2. PROVIDE DOORS WITH A 3/4" UNDERCUT (UON).

3. INSTALL GLAZED OPENINGS WITH REMOVABLE GLAZING STOP ON SIDE OPPOSITE

PUBLIC OCCUPIED AREAS UNLESS OTHERWISE INDICATED.

4. SERVICE AND LUBRICATE ALL EXISTING DOOR HARDWARE.

5. KEY EACH NEW DOOR LOCK PER OWNER'S INSTRUCTION AND TIE TO BUILDING'S

EXISTING MASTER KEY SYSTEM.

6. ALL FINISH DOOR HARDWARE TO BE DESIGNED BY AN ARCHITECTURAL HARDWARE

CONSULTANT (AHC). PROVIDE ALL HARDWARE COMPONENTS REQUIRED FOR

COMPLETE OPENING FUNCTION AND PERFORMANCE.

DOOR SCHEDULE LEGEND

HM HOLLOW METAL

GHM GALVANIZED HOLLOW METAL

IG-1 1" INSULATED LOW-E GLASS

G-1 1/4" TEMPERED FLOAT GLASS

WD WOOD

DOOR SCHEDULE REMARKS:

REFER TO DOOR SCHEDULE FOR REMARK LOCATIONS.

1. FIELD MODIFY EACH LEAF OF EXISTING PAIR OF DOORS TO RECEIVE A NEW

NARROW LITE VISION KIT.

2. PROVIDE NEW WEATHERSTRIPPING AT FULL HEAD AND JAMB PERIMETER

WITH NEW DOOR SWEEP AND ADA THRESHOLD.

3. PROVIDE INSULATED GALVANIZED HOLLOW METAL DOOR AND FRAME.

PER SCHED

S C

G N

NOTE: REFER TO DOOR SCHEDULE FOR DOOR MATERIAL REQUIREMENTS.

PER SCHED

S C

PER SCHED

S C

100 SQ IN MAX

PER SCHED

S C

SEE FRAME TYPE 5/8"

3/8"

S C

2" 2"

PER

SCHED 2"

S C

PER

SCHED 2"

1 2

S C

PER SCHEDULE

REFER TO PLAN

FOR PARTITION TYPE

SEALANT JOINT AT

PERIMETER EACH SIDE

METAL STUD BOX HEADER

HM FRAME

PROVIDE MINIMUM

3 JAMB ANCHORS

EACH SIDE

SEALANT JOINT AT

PERIMETER EACH SIDE

STUDS AT JAMBS EACH

SIDE. EXTEND FULL HEIGHT

OF STRUCTURE

P A

N T

O P

F O

HM FRAME

EXISTING EXT. WALL

10" +/-

ALUM. THRES. SET IN

FULL BED OF SEALANT

HM DOOR FRAME

MIN. 3 JAMB

ANCHORS EA SIDE

NEW DBL STUDS AT JAMBS

EXTEND FULL HGT OF STRUCT.

NEW 5/8" GWB

NEW BATT INSUL (R-19)

EXIST. METAL STUD FRAMING

EXISTING FACE BRICK

SEALANT JOINT AT

PERIMETER EA. SIDE

EXISTING EXT. WALL

10" +/-

EXISTING FACE BRICK

NEW WALL FLASHING

NEW 4"X4" LOOSE STL

LINTEL WITH MIN. 8"

BEARING EACH SIDE

SEALANT JOINT AT

PERIMETER EA. SIDE

EXIST. METAL STUD

FRAMING

NEW BATT INSUL (R-19)

NEW 5/8" GWB

NEW METAL STUD

BOX HEADER

HM DOOR FRAME

DOOR SCHEDULE

MARK

OPENING SIZE DOOR FRAME DETAILS

REMARKS

NO OF

LEAFS WIDTH HEIGHT MATERIAL THICKNESS TYPE

RATING

(MIN) LOUVER GLAZING HDW SET NO TYPE MATERIAL DEPTH PROFILE HEAD JAMB

101A 2 6'-0" 7'-0" EXIST 1 3/4" F - - G-1 EXIST - EXIST EXIST EXIST EXIST EXIST 1

101B 2 6'-0" 7'-0" WD 1 3/4" F - - G-1 PR EXIT DEV - HM 6" 1 H1 J1

102 1 3'-0" 7'-0" WD 1 3/4" F - - - STOREROOM - HM 6" 1 H1 J1

103 1 3'-0" 7'-0" EXIST 1 3/4" F - - - EXIST - EXIST EXIST EXIST EXIST EXIST

104A 1 3'-0" 7'-0" GHM 1 3/4" N - - IG-1 RIM EXIT DEV 2 GHM 8" 2 H2 J2 3

104B 1 3'-0" 7'-0" WD 1 3/4" F - - - OFFICE - HM 6" 1 H1 J1

104C 1 3'-0" 7'-0" WD 1 3/4" F - - - OFFICE - HM 6" 1 H1 J1

105 1 3'-0" 7'-0" WD 1 3/4" N - - G-1 RIM EXIT DEV - HM 6" 1 H1 J1

107 1 3'-0" 7'-0" WD 1 3/4" F - - - PRIVACY - HM 6" 1 H1 J1

108 1 3'-0" 7'-0" WD 1 3/4" F - - - PRIVACY - HM 6" 1 H1 J1

109 1 3'-0" 7'-0" WD 1 3/4" N - - G-1 OFFICE - HM 6" 1 H1 J1

110 1 3'-0" 7'-0" WD 1 3/4" F - - - STOREROOM - HM 6" 1 H1 J1

111 1 3'-0" 7'-0" GHM 1 3/4" N - - IG-1 RIM EXIT DEV - GHM 8" 2 H2 J2 2

112 1 3'-0" 7'-0" WD 1 3/4" N - - G-1 OFFICE - HM 6" 1 H1 J1

113 1 3'-0" 7'-0" WD 1 3/4" F - - - STOREROOM - HM 6" 1 H1 J1

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

2' 4'0 8'

1/4" = 1'-0"

DOOR TYPES

3" = 1'-0"

FRAME PROFILES

1/4" = 1'-0"

FRAME TYPES

SCALE: 3" = 1'-0"

2" 4"0 8"

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DOOR HEAD AND JAMB CONDITIONS

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EXIST EXIST EXIST

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EXIST

SCALE: 3" = 1'-0"

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

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GENERAL FINISH NOTES:

1. TRANSITION BETWEEN DIFFERENT FLOOR FINISH MATERIALS OR COLORS SHALL BE

PROVIDED UNDER CENTERLINE OF DOORS UNLESS OTHERWISE NOTED.

2. PAINT ALL HOLLOW METAL DOORS AND FRAMES, STEEL PIPE

HANDRAILS/GUARDRAILS, AND ALL OTHER MISCELLANEOUS FERROUS METALS.

3. PROVIDE MOISTURE- AND MOLD-RESISTANT GWB AT ALL LAVATORY, SINK, TOILET,

AND WET AREAS.

FINISH SCHEDULE LEGEND

EXP EXPOSED CONSTRUCTION

PNT PAINTED FINISH (REFER TO PARTITION TYPES FOR SUBSTRATE)

ACT ACOUSTIC CEILING TILE

S CONC SEALED CONCRETE

LV LUXURY VINYL PLANK AND/OR TILE

RUBBER 4-INCH RUBBER WALLBASE

CPT CARPET

GENERAL PARTITION NOTES:

1. ALL INTERIOR PARTITIONS ARE PARTITION TYPE 'A1' (UON).

2. EXTEND GWB AND FURRING (WHERE APPLICABLE) TO UNDERSIDE OF DECK IN

SPACES NOT SCHEDULED TO RECEIVE FINISH CEILING. OTHERWISE,

TERMINATE GWB 6-INCH ABOVE FINISHED CEILING HEIGHT.

3. ALL STUDS AND FURRING USED FOR NON-STRUCTURAL INTERIOR PARTITIONS

ARE TO BE 25 GA (UON).

4. ALL METAL STUDS AT DOOR JAMBS AND BEHIND WALL-MOUNTED SINKS ARE

TO BE 20 GA.

5. PROVIDE 5/8-INCH MOISTURE- AND MOLD-RESISTANT GWB IN LIEU OF

STANDARD GWB AT JANITOR'S CLOSETS, LAVATORY SPACES, TLT/SHOWER

SPACES, LOCKER ROOMS AND OTHER WET WALLS.

NON-RATED PARTITION

TYPE

STUD

SIZE

3 5/8"

PART

THICK

4 7/8"

SOUND ATTN

BLANKET

6" M

H S

C H

FIN FLR

UNDERSIDE OF

DECK/STRUCTURE

DEFLECTION TRACK

CEILING, REFER TO

FINISH SCHEDULE

SOUND ATTENUATION

BLANKET (SEE SCHEDULE

BELOW)

1-LAYER OF 5/8" GWB

EACH SIDE

ACOUSTICAL SEALANT

METAL STUD AT 16" ON CENTER

(SEE SCHEDULE BELOW)

A2 3 5/8" 4 1/4" 3" (NOTE 1)

NOTE 1: OMIT GWB ON CHASE (CONCEALED) SIDE.

FINISH SCHEDULE

ROOM NO ROOM NAME FLOOR BASE

WALLS CEILING

REMARKSNORTH EAST SOUTH WEST MATERIAL HEIGHT

101 VEST CPT RUBBER PNT PNT PNT PNT ACT 8'-0"

102 IT ROOM LVT RUBBER PNT PNT PNT PNT EXP (PAINTED) 10'-0"

103 STORAGE LVT RUBBER PNT PNT PNT PNT EXP 10'-0"

104 EXECUTIVE CONFERENCE CPT RUBBER PNT PNT PNT PNT ACT 8'-0"

105 BOS MTG ROOM CPT RUBBER PNT PNT PNT PNT EXP (PAINTED) 10'-0"

106 CORRIDOR LVT RUBBER PNT PNT PNT PNT ACT 8'-0"

107 M. TLT LVT RUBBER PNT PNT PNT PNT ACT 8'-0"

108 W. TLT LVT RUBBER PNT PNT PNT PNT ACT 8'-0"

109 CONFERENCE LVT RUBBER PNT PNT PNT PNT ACT 8'-0"

110 STORAGE LVT RUBBER PNT PNT PNT PNT EXP (PAINTED) 10'-0"

111 CORRIDOR LVT RUBBER PNT PNT PNT PNT ACT 8'-0"

112 CONFERENCE/STORAGE LVT RUBBER PNT PNT PNT PNT ACT 8'-0"

113 STOR LVT RUBBER PNT PNT PNT PNT EXP (PAINTED) 10'-0"

1 1/2" = 1'-0"

PARTITION TYPES

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

4" 8"0 1'-4"

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EXP (PAINTED) 10'-0"9'-9" +/-

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EXECUTIVE

CONFERENCE

STORAGE

BOS MTG ROOM

IT ROOM

STOR

CONFERENCE/STORAGE

CONFERENCE

STORAGE

W. TLT

M. TLT

CEILING EXHAUST FAN EQUAL

TO GREENHECK SP-A90, 70

CFM WITH VIBRATION

ISOLATORS, BACKDRAFT

DAMPER, SPEED CONTROL,

6" DUCT UP TO ROOF CAP,

CONTROLLED BY LIGHT

SWITCH

T C

CARBON DIOXIDE SENSOR FOR

DEMAND CONTROL VENTILATION

1-TON DUCTLESS SPLIT

SYSTEM OVER DOOR

12.5 TON GROUND MOUNTED PACKAGED UNIT, 1305 CFM OUTSIDE AIR

(HOT-WATER, CHILLED WATER) WITH DEMAND CONTROL VENTILATION,

ECONOMIZER, POWER EXHAUST, SMOKE DETECTOR IN RETURN DUCT ON

4" HIGH ROOF CURB

RANGE HOOD WITH STAINLESS STEEL FINISH, EQUAL TO

BROAN-NUTONE MODEL BCSQ-130SS DUCTED TO THE EXTERIOR

CONNECT TO EXISTING

HOT WATER AND CHILLED

WATER DISTRIBUTION SYSTEM

VAV BOX WITH HOT

WATER REHEAT, TYP

VAV-

FLOOR CLEANOUT

TRENCH AND BACKFILL FOR NEW SEWER LINE

CONNECT TO EXISTING SEWER LINE

ROUTE NEW HOT AND COLD WATER LINES TO

EXISTING HOT AND COLD WATER LINES IN

WATER SERVICE ENTRANCE ROOM

ADA WALL HUNG LAVATORY AND HARDWIRED SENSOR

FAUCET WITH TRAP WRAP AND SUPPLY WRAPS

ADA WALL HUNG LAVATORY AND HARDWIRED SENSOR

FAUCET WITH TRAP WRAP AND SUPPLY WRAPS

ADA FLOOR MOUNTED FLUSH VALVE WATER CLOSET

WITH ELONGATED OPEN FRONT SEAT, HARDWIRED

SENSOR OPERATED FLUSH VALVE WITH OVERRIDE BUTTON

ADA FLOOR MOUNTED FLUSH VALVE WATER CLOSET

WITH ELONGATED OPEN FRONT SEAT, HARDWIRED

SENSOR OPERATED FLUSH VALVE WITH OVERRIDE BUTTON

ADA STAINLESS STEEL

UNDERMOUNT SINK WITH

FAUCET WITH WRIST BLADE

HANDLES

1/2"

1-1/4"

1/2"

1-1/4"

3/4"

1-1/4"

RAISE EXISTING P-TRAP

AND SEWER PIPING

FROM SECOND FLOOR

AS HIGH AS POSSIBLE

3" VTR

1/2" 1/2"

1-1/2"

1-1/4"

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

4' 8'0 16'

1/8" = 1'-0"

HVAC PLAN - FIRST FLOOR - NEW WORK

NOTES:

1. DEMO EXISTING UNIT HEATER AND HYDRONIC PIPING IN THIS AREA.

2. EXISTING PACKAGED UNIT SIZE IS BASED ON SQUARE FOOTAGE. DURING DESIGN,

ACTUAL UNIT SIZE WILL BE DETERMINED BASED ON HVAC LOAD CALCULATIONS.

3. PACKAGED UNIT AND VAV BOXES SHALL HAVE BACNET CARDS FOR CONNECTION TO

EXISTING ALLERTON CONTROLS BAS SYSTEM.

NOTES:

1. DEMO EXISTING SPRINKLER HEADS IN THIS AREA.

2. PROVIDE NEW SPRINKLER HEAD LAYOUT PER NFPA 13; ORDINARY HAZARD GROUP 1 IN

BREAKROOM AND LIGHT HAZARD ELSEWHERE

1/8" = 1'-0"

PLUMBING PLAN - FIRST FLOOR - NEW WORK

MECHANICAL SPECIFICATIONS

A. PERMIT FOR ALL MECHANICAL WORK SHALL BE OBTAINED BY A

CONTRACTOR LICENSED IN WYTHEVILLE, VIRGINIA. ALL WORK SHAL BE

PERFORMED BY THIS CONTRACTOR.

B. COORDINATE WITH OTHER TRADES IN ORDER TO INSTALL ALL SYSTEMS

IN THE BEST ARRANGEMENT.

C. ALL EQUIPMENT SHALL BE FURNISHED, INSTALLED AND ADJUSTED

COMPLETE AND READY FOR USE.

A. ALL MECHANICAL EQUIPMENT SHALL BE IDENTIFIED WITH BLACK

BAKE-LITE TAGS WITH 3/4" HIGH WHITE LETTERS.

B. ALL GAS PIPING SHALL BE PAINTED YELLOW AND TAGGED WITH LABELS

AT 10 FT. INTERVALS AS MANUFACTURED BY SETON.

A. ALL PIPING SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO

THE BUILDING WALLS.

B. PROVIDE DIELECTRIC UNIONS AT CONNECTIONS BETWEEN DISSIMILAR

METALS.

C. REFRIGERANT PIPING SHALL BE ACR COPPER WITH WROUGHT COPPER

FITTINGS CONNECTED WITH SILVER SOLDER.

D. COOLING CONDENSATE DRIP PIPING SHALL BE TYPE "M" COPPER OR

PVC PIPE.

A. WHERE PIPES ARE SUSPENDED, CLEVIS TYPE HANGERS SHALL BE

USED. HANGERS SHALL BE CONSTRUCTED OF STAINLESS STEEL, BE

SIZED TO ACCOMMODATE PIPE AND INSULATION WHERE APPLICABLE,

AND BE DESIGNED TO ALLOW VERTICAL ADJUSTMENT.

B. WHERE INSULATED PIPES PASS THRU HANGERS, SHIELDS SHALL BE

PROVIDED TO PROTECT THE INSULATION. SHIELDS SHALL HAVE BOTTOM

TABS FOR SECURING TO HANGERS.

A. COOLING COIL DRIP PIPING SHALL BE INSULATED WITH 1" THICK

ELASTOMERIC PIPE INSULATION.

B. REFRIGERANT PIPING SHALL BE INSULATED WITH 1" THICK ELASTOMERIC

PIPE INSULATION.

C. RECTANGULAR SUPPLY AND RETURN DUCTS SHALL BE INSULATED WITH

2.2-INCH INSULATION, UNLESS NOTED OTHERWISE.

D. ROUND SUPPLY AND RETURN AIR DUCTS SHALL BE INSULATED WITH

2-INCH THICK FIBERGLASS BLANKET WITH VAPOR BARRIER FOIL.

E. DUCT SIZES INDICATED ARE METAL SIZES.

A. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN

ACCORDANCE WITH SMACNA.

B. ALL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL.

ALL ELBOWS SHALL HAVE TURNING VANES.

A. TEST AND ADJUST EACH SYSTEM TO THE SPECIFIED QUANTITY OF

SUPPLY, RETURN, OUTSIDE AIR AND EXHAUST AIR.

B. TEST AND ADJUST EACH AIR DEVICE TO WITHIN 10% OF DESIGN.

GENERAL

IDENTIFICATION

PIPING

HANGERS AND SUPPORTS

INSULATION

DUCTWORK

TEST AND BALANCE

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VAV BOX SCHEDULE

MARK COOLING

MAX CFM

COOLING

MIN CFM

HEATING

MAX CFM

HEATING

MIN CFM

HOT WATER FLOW

RATE, GPM

VAV-1

VAV-2A

VAV-2B

VAV-3

VAV-4

1.38

1.24

1.98

2.46

Issue Date02/13/2026

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Issue Date

4/ 8/

A M

Da te

/T im e:

Fi le N am e:

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E001

N O

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D, A N

O N

1. ALL NOTES, SYMBOLS AND ABBREVIATIONS MAY NOT BE APPLICABLE TO THIS PROJECT.

2. COMPLY WITH THE FOLLOWING CODES PERTAINING TO THIS PROJECT:

2.1. NATIONAL ELECTRIC CODE/ NFPA 70: NEC, 2020

2.2. VIRGINIA ENERGY CODE: VECC 2021

2.3. VIRGINIA UNIFORM STATEWIDE BUILDING CODE: VUSBC, 2021

2.4. ADA STANDARDS FOR ACCESSIBLE DESIGN, ASAD, TITLE II REGULATIONS, 06/24/2024

3. CONTRACTORS SHALL VISIT SITE TO FAMILIARIZE THEMSELVES WITH CONDITIONS TO BE MET IN THE EXECUTION OF THE WORK UNDER THIS CONTRACT. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY CHANGES THAT MAY BE

REQUIRED DUE TO EXISTING SITE CONDITIONS.

4. PROVIDE INCREASED CONDUCTOR SIZES FOR 120/208 BRANCH CIRCUITS AS FOLLOWS UNO:

CIRCUIT BREAKER 0-100 FT. 100-200 FT. 200-300 FT. OVER 300 FT.

SIZE LENGTH LENGTH LENGTH LENGTH

20 AMP 12 AWG 10 AWG 6 AWG 4 AWG

30 AMP 10 AWG 8 AWG 4 AWG 3 AWG

5. ALL EMPTY CONDUIT RUNS IN EXCESS OF 10 FEET SHALL BE PROVIDED WITH A PULLWIRE.

6. DO NOT SHARE NEUTRALS.

7. RECESSED DEVICES MAY BE ADJUSTED TO MATCH MASONRY COURSES IF APPLICABLE. MOUNT ALL BOXES TRUE AND

PLUMB. ADJUSTED MOUNTING HEIGHTS SHALL REMAIN WITHIN ADA REQUIREMENTS.

8. MOUNT RECEPTACLES AT 20" AFF TO TOP, UNLESS OTHERWISE NOTED. ADJUST TO MATCH MASONRY COURSES IF

APPLICABLE WITHIN CODE REQUIREMENTS. MOUNT ALL BOXES TRUE AND PLUMB.

9. RECEPTACLES, SWITCHES, THERMOSTATS, AND OTHER SIMILAR ITEMS SHALL ALIGN VERTICALLY OR HORIZONTALLY WITH

EACH OTHER, WITH THE STRUCTURE AND OTHER FEATURES THEREOF WHEN IT APPEARS OBVIOUS AND LOGICAL THAT THEY SHOULD. THE ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE GENERAL CONSTRUCTION SUPERINTENDENT REGARDING THIS REQUIREMENT AND ALSO FOR THE LOCATION OF EQUIPMENT, DOOR SWINGS, BLOCK COURSING, ALIGNMENT OF THIS AND OTHER SIMILAR FEATURES BEFORE ROUGHING-IN FOR THESE COMPONENTS. ADJUSTED

MOUNTING HEIGHTS SHALL REMAIN WITHIN ADA REQUIREMENTS.

10. THE MANUFACTURER AND MODEL NUMBER SHOWN ON THE LIGHT FIXTURE SCHEDULE INDICATES THE TYPE, CONSTRUCTION, STYLE, QUALITY AND STANDARD OF PERFORMANCE REQUIRED. OTHER MANUFACTURERS WITH EQUAL

PRODUCTS ARE ACCEPTABLE UPON A/E APPROVAL.

11. COORDINATE LIGHTING LAYOUT WITH ARCHITECTURAL CEILING GRID: THE ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF CEILING SYSTEM WITH THE GENERAL CONTRACTOR TO INSURE THAT ALL LIGHTING FIXTURES ARE COMPATIBLE WITH THE CEILING SYSTEM BEING INSTALLED, LIGHTING FIXTURES SHALL NOT BE ORDERED UNTIL THE TYPE OF CEILING

HAS BEEN VERIFIED.

12. CONTRACTOR SHALL VERIFY THAT ALL DOOR SWINGS ARE CORRECT BEFORE ROUGHING IN LIGHT SWITCH OUTLETS.

LIGHT SWITCHES SHALL NOT BE LESS THAN 3 NOR MORE THAN 12 INCHES FROM DOOR TRIM.

13. SUSPENDED LIGHTING FIXTURES SHALL NOT BE SUPPORTED FROM MAIN CHANNELS OR TEES OF CEILING SUSPENSION SYSTEM, SUPPORT FIXTURES INDEPENDENTLY OF CEILING MATERIALS BY BUILDING STRUCTURE.

14. LAY-IN FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY BUILDING STRUCTURE.

15. EXIT SIGNS SHALL NOT BE INSTALLED AS TO BLOCK FIRE ALARM VISUAL DEVICES. MOUNT WALL MOUNTED EXIT SIGNS

LOCATED ABOVE DOORS, 6-INCHES TO THE BOTTOM OF SIGN FROM TOP OF DOOR FRAME.

16. MOUNT ALL PULL STATIONS 48" AFF TO TOP. MOUNT ALL HORN/STROBES, STROBES AND REMOTE ALARM INDICATORS

SUCH THAT THE TOP OF LENS IS 80" TO 96" AFF, IF 80" AFF IS NOT POSSIBLE, MOUNT TOP OF LENS A MINIMUM OF 6" BELOW CEILING. MOUNT ALL BOXES TRUE AND PLUMB. COORDINATE LOCATION OF FAN CONTROL RELAY WITH MECHANICAL CONTRACTOR. PROVIDE DUCT DETECTORS TO MECHANICAL CONTRACTOR FOR MOUNTING. ALL WIRING BY

THE ELECTRICAL CONTRACTOR. MOUNT ALL BOXES TRUE AND PLUMB.

17. MOUNT ALL WALL MOUNTED TELEPHONE/DATA OUTLETS AT 20" AFF TO TOP, UNLESS OTHERWISE NOTED. ADJUST TO MATCH MASONRY COURSES IF APPLICABLE. FOR WALL MOUNT, PROVIDE A TWO GANG BOX, EXTRA DEEP WITH 2X4 REDUCER PLATE. PROVIDE A 2" CONDUIT AND STUB ABOVE ACCESSIBLE CEILING. TERMINATE CONDUIT ABOVE CEILING WITH INSULATED BUSHING. INSTALL PULL WIRE. ADJUSTED MOUNTING HEIGHTS SHALL REMAIN WITHIN ADA

REQUIREMENTS. ROUGH-IN ONLY SYSTEM, CABLING AND DEVICE BY OTHERS.

18. ALL CONSTRUCTION DESIGN IS BASED ON EXISTING OWNER PROVIDED DRAWINGS AND FIELD INVESTIGATION. THE

CONTRACTOR SHALL VERIFY ALL ASPECTS IN THE FIELD BEFORE STARTING WORK.

19. LOCATIONS OF LINES AND EQUIPMENT SHALL BE DETERMINED FROM ACTUAL FIELD CONDITIONS. THE OUTLINES OF THE CONSTRUCTION SHOWN ON THE ELECTRICAL DRAWINGS ARE INTENDED ONLY AS A GUIDE TO INDICATE RELATIVE LOCATIONS OF THE WORK. REFER TO THE APPLICABLE DRAWINGS OF OTHER TRADES AND THE EQUIPMENT SUPPLIER'S

INSTALLATION DRAWINGS FOR EXACT LOCATIONS AND ARRANGEMENTS.

20. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND PROPER RELATION OF THEIR WORK TO THE FACILITY STRUCTURES AND TO THE WORK OF OTHER TRADES. NO ADDITIONAL COMPENSATION NOR EXTENSION OF COMPLETION TIME WILL BE GRANTED FOR EXTRA WORK CAUSED BY THE LACK OF COORDINATION.

21. COORDINATE WITH MECHANICAL ON EXACT LOCATION AND ELECTRICAL CONNECTION REQUIREMENTS FOR HVAC

EQUIPMENT PROVIDED.

22. ELECTRICAL REQUIREMENTS FOR HVAC EQUIPMENT ARE FOR HVAC EQUIPMENT SPECIFIED. IF SUBSTITUTE HVAC EQUIPMENT IS SUPPLIED, CONTRACTOR IS RESPONSIBLE FOR MODIFICATIONS AND/OR ADDITIONS TO ELECTRICAL

REQUIREMENTS OF HVAC EQUIPMENT SUPPLIED.

23. DUE TO DIFFERENCES IN VARIOUS MANUFACTURER'S EQUIPMENT CONNECTIONS AND MOTOR CURRENTS, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THEIR INSTALLATION WITH THAT EQUIPMENT ACTUALLY FURNISHED AND

SHALL VERIFY THE CORRECT SIZES AND DETAILS OF INSTALLATION BEFORE ROUGHING IN.

24. THE CORRECT NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE

SYSTEM WHETHER INDICATED ON DRAWINGS OR NOT.

25. LABEL SERVICE SWITCHBOARD/PANEL WITH AVAILABLE FAULT CURRENT IN ACCORDANCE WITH NEC ARTICLE 110.9, 110.10, AND 110.24.

26. LABEL SWITCHBOARDS AND PANELS WITH SOURCE OF POWER IN ACCORDANCE WITH NEC ARTICLE 408.4(B).

27. FOR ALL PANELS MODIFIED IN UNFINISHED SPACED: A 2" WIDE YELLOW LINE SHALL BE PAINTED ON ALL CONCRETE

FLOORS IN ELECTRICAL ROOMS AND CLOSETS INDICATING THE ELECTRICAL WORKING SPACE AROUND ELECTRICAL EQUIPMENT AS DEFINED BY THE NEC. THE DEFINED SPACE SHALL BE 30" WIDE (OR THE WIDTH OF THE ACTUAL EQUIPMENT, WHICHEVER IS GREATER) X 36" DEEP FOR ALL EQUIPMENT LESS THAN 600V TO GROUND. STENCIL "NO STORAGE-ELECTRICAL WORKING SPACE" IN 2" HIGH YELLOW LETTERS CENTERED IN THE SPACE OUTLINED AREA.

28. PROVIDE LABELS FOR BRANCH CIRCUITS WITH SPACE AND ROOM NUMBERS THAT THE CIRCUIT FEEDS TO FOR EXISTING SWITCHBOARDS, MCC, AND PANEL BOARDS THAT ARE MODIFIED AS A PART OF THIS PROJECT IN ACCORDANCE WITH NEC

408.4. ALL PANEL SCHEDULES WHERE EQUIPMENT HAS BEEN MODIFIED AS A PART OF THIS PROJECT SHALL BE UPDATED WITH A TYPED SCHEDULE. SUBMIT UPDATED PANEL SCHEDULE FOR APPROVAL TO THE ENGINEER OF RECORD PRIOR TO

FINAL INSPECTION. PROVIDE ALL REVISIONS DURING CONSTRUCTION IN AS-BUILT PLANS.

WALL MOUNTED EXIT SIGN. SHADING INDICATES FACE AND ARROWS INDICATE

DIRECTIONAL ARROWS WHERE SHOWN. SEE LIGHT FIXTURE SCHEDULE.

WALL MOUNTED LIGHT FIXTURE, TYPE AS INDICATED. SEE LIGHT FIXTURE SCHEDULE. NL INDICATES

UNSWITCHED NIGHT LIGHT.

RECESSED/SURFACE MOUNTED LIGHT FIXTURE, TYPE AS INDICATED. SEE LIGHT FIXTURE

SCHEDULE.

SHADING OR "EM" DENOTES FIXTURE WITH INTEGRAL EMERGENCY BATTERY FOR

EMERGENCY EGRESS LIGHTING. INTEGRAL BATTERY WHERE USED SHALL BE POWERED

AT ALL TIMES. WHERE FIXTURES INDICATED TO BE SWITCHED, PROVIDE EMERGENCY

SHUNT RELAY TO TURN FIXTURE ON WITH THE LOSS OF POWER REGARDLESS OF

SWITCH POSITION. SEE LIGHT FIXTURE SCHEDULE.

CIRCULAR DOWNLIGHT, TYPE AS INDICATED. SEE LIGHT FIXTURE SCHEDULE.

CEILING MOUNTED EXIT SIGN. SHADING INDICATES FACE AND ARROWS INDICATE

DIRECTIONAL ARROWS WHERE SHOWN. SEE LIGHT FIXTURE SCHEDULE.

LIGHT SWITCH, SINGLE POLE DEVICE, 20 AMP, 120/277 VOLT, FLUSH MOUNT 48" AFF TO TOP OF

BOX. "D" INDICATES DIMMER SWITCH.

LIGHT SWITCH, SINGLE POLE DEVICE, 20 AMP, 120/277 VOLT, SURFACE MOUNT 48" AFF TO TOP OF

BOX. "D" INDICATES DIMMER SWITCH.

LIGHT SWITCH, SINGLE POLE DEVICE WITH INTEGRAL OCCUPANCY SENSOR, 20 AMP, 120/277

VOLT, FLUSH MOUNT 48" AFF TO TOP OF BOX. "OS" INDICATES OCCUPANCY SENSOR. "VS"

INDICATES VACANCY SENSOR.

CEILING MOUNTED SENSOR "OS" INDICATES OCCUPANCY SENSOR. "VS" INDICATES VACANCY

SENSOR. "PC" INDICATES ANALOG PHOTOCELL LIGHT-LEVEL SENSOR.

120 V, 20 AMP, DUPLEX CONVENIENCE RECEPTACLE, FLUSH MOUNT 20" AFF TO

TOP OF BOX, NEMA 5-20R. "GFI" INDICATES GROUND FAULT INTERRUPTION

TYPE. "WP" INDICATES WEATHER PROOF WHILE CLOSED COVER.

120 V, 20 AMP, DUPLEX CONVENIENCE RECEPTACLE, FLUSH MOUNT 48" AFF

TO TOP OF BOX, OR 6" ABOVE COUNTERTOP OR BACKSPLASH AS APPLICABLE

TO TOP OF BOX. "GFI" INDICATES GROUND FAULT INTERRUPTION TYPE. "WP"

INDICATES WEATHER PROOF WHILE CLOSED COVER.

120 V, 20 AMP, DUPLEX CONVENIENCE RECEPTACLE, SURFACE MOUNT BOX 20"

AFF TO TOP OF BOX, NEMA 5-20R.

120 V, 20 AMP, DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R FLUSH MOUNT 48" AFF TO TOP

OF BOX OR 6" ABOVE COUNTERTOP OR BACKSPLASH AS POSSIBLE. SINGLE COVER PLATE.

FLOOR BOX FOR POWER AND DATA FOR ACCESS FLOOR. TYPE AS INDICATED ON PLANS.

CEILING JUNCTION BOX FOR POWER AND DATA

SPECIAL PURPOSE RECEPTACLE, FLUSH MOUNT. TYPE AS INDICATED ON PLANS.

JUNCTION BOX / PULL BOX

ELECTRIC MOTOR, HP/KW, VOLTAGE, AND PHASE AS INDICATED

MAGNETIC MOTOR STARTER WITH OVERLOADS & DISCONNECT SWITCH

MANUAL MOTOR STARTER WITH OVERLOAD PROTECTION, SURFACE MOUNT

SAFETY SWITCH, HEAVY DUTY, FUSIBLE OR NON-FUSIBLE, POLES AS

REQUIRED, "F" INDICATES FUSIBLE.

DUAL DATA/TELEPHONE OUTLET. MOUNT AT 20" AFF TO TOP, UNO. PROVIDE A TWO GANG BOX, EXTRA DEEP WITH 2x4 REDUCER PLATE. PROVIDE A 2" CONDUIT TO ABOVE ACCESSIBLE CEILING, TERMINATE ABOVE CEILING WITH INSULATED BUSHING. "C" INDICATES 48" AFF OR 6" ABOVE COUNTER TO TOP OF BOX. ROUGH-IN ONLY SYSTEM, CABLING AND DEVICE BY OTHERS. "TV" INDICATES MOUNTED 60" AFF OR

AS DIRECTED BY OWNER FOR USE WITH TELEVISION.

3/4"X4'X8' PLYWOOD TELEPHONE/DATA BACKBOARD, PAINTED WITH FIRE RESISTANT PAINT. PROVIDE GROUND BAR ON BACKBOARD. PROVIDE #6 GROUNDING CONDUCTOR CONNECTION BETWEEN EQUIPMENT

CONDUITS AND GROUND BAR.

PANEL BOARD, NEW. DASHED LINE INDICATES NEC REQUIRED CLEARANCE.

A, AMP AMPERE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AWG AMERICAN WIRE GAUGE

BKR BREAKER

C CONDUIT

CCTV CLOSED CIRCUIT TELEVISION

CT CURRENT TRANSFORMER

CU COPPER

EF EXHAUST FAN

EM EMERGENCY

EUH ELECTRIC UNIT HEATER

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EX EXISTING TO REMAIN

FA FIRE ALARM

FT FEET

GEC GROUND ELECTRODE CONDUCTOR

GFI, GFCI GROUND FAULT (CIRCUIT) INTERRUPTER

GND, G GROUND

HP HORSEPOWER

HSP HAND STARTER WITH PILOT LIGHT

HVAC HEATING, VENTILATION AND AIR CONDITIONING

JB JUNCTION BOX

KVA KILOVOLT AMPERE

KW KILOWATT

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MLO MAIN LUG ONLY

MM MILLIMETER

MSB MAIN SWITCHBOARD

N NEUTRAL

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL MANUF. ASSOC.

NL NIGHT LIGHT

OL OVERLOAD

PB PUSHBUTTON MOMENTARY CONTACT SWITCH

PC PHOTOELECTRIC CELL

PNL PANEL

RGS RIGID GALVANIZED STEEL CONDUIT

RTU ROOF TOP UNIT

SWB SWITCHBOARD

TC TIME CLOCK

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

TW TEST WELL

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLT

WC WATER COOLER

WG WIRE GUARD

WP WEATHERPROOF

XFMR TRANSFORMER

CIRCUIT HOME RUN AND CONNECTION TO DEVICE (PANEL A, CIRCUIT #1), ARROW HEADS

INDICATE NUMBER OF CIRCUITS. PANEL DESIGNATION AS INDICATED. BRANCH CONDUCTORS

ARE #12 AWG COPPER IN 3/4" RACEWAY MINIMUM, UNO. DASHED LINE DENOTES

UNDERGROUND OR UNDER FLOOR CIRCUITS.

LEGENDGENERAL ELECTRICAL NOTES

PANEL BOARD, EXISTING. DASHED LINE INDICATES NEC REQUIRED CLEARANCE.

TRANSFORMER, NAME AS INDICATED

CARD READER, FLUSH MOUNTED AT 48" TO TOP UNO.

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

DUCT DETECTOR

FIRE ALARM MANUAL PULL STATION. FLUSH MOUNT 48" AFF TO TOP OF BOX.

VIDEO CAMERA, MOUNT 8'-0" AFF, UNO. PROVIDE A TWO GANG BOX, EXTRA DEEP WITH 2X4 REDUCER PLATE.

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

File details come from the government source that posted it. Updated Apr 1, 2026.