IFB 158125 - DRAWINGS (05-04-23).pdf

LOCATION MAP:

BUILDING B1

CLEVELAND AVE

POAGE LANE

HARRISON AVE HARRISON AVE

B R

A N

D A

V E

B R

A X

T O

N A

V E

CRYSTAL DR

B R

IT

T

A N

Y L

N

C R

A

IG

A V

E

C R

A

IG

A V

E

C A

R E

Y A

V E

AREAS OF WORKMAIN FLOOR

| expect a difference |

C O

M M

O N

W E

ALTH OF

V

I

R G

I N

I A

ARCHITECT

Lic. No. 012264

TIM A. COLLEY

SUITE 200 200 N. MAIN STREET

BLACKSBURG, VA . 24060

DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

IFB # 158125

FORMATTED FOR

A 24" X 36" PRINT

AGENCY APPROVAL

P. 540.953.2724 F. 540.953.2725

CONSULTANT

PROJECT CODE 501-B2501-021

PREPARED BY:

22 LUCK AVENUE SW

ROANOKE, VA 24011

P. 540.952.9651

SUITE 200 200 N. MAIN STREET

BLACKSBURG, VA 24060

P: 540.953.2724(ARCH)

F: 540.953.2725

CONTACT: TIM COLLEY . AIA

INFO@COLLEYARCH.COM

T1

COVER SHEET

05 . 04 . 2023

BUILDING B1 TOILET

RENOVATION

RENOVATIONS TO

ECH

SALEM DISTRICT HEAD QUARTERS 731 HARRISON

AVENUE SALEM, VA 24153

05 . 04 . 2023

RENOVATIONS TO

731 HARRISON AVENUE

SALEM, VA 24153

TOILETS IN BUILDING B1 AT THE SALEM DISTRICT

HEADQUARTERS

SHEET INDEX

T1 COVER SHEET

T2 GENERAL NOTES + INFORMATION

LS1 LIFE SAFETY & BUILDING CODE DATA

A1.1 DEMO PLANS

A1.2 NEW WORK PLANS

A2.1 SECTIONS, DETAILS, FINISH PLANS & SCHEDULES

P1.1 PLUMBING DEMO PLANS

P1.2 PLUMBING NEW WORK PLANS

P2.1 PLUMBING SCHEDULES

M1.1 MECHANICAL DEMO PLANS

M1.2 MECHANICAL NEW WORK PLANS

M2.1 MECHANICAL DETAILS

M3.1 MECHANICAL SCHEDULES

E1.1 ELECTRICAL DEMO PLANS

E1.2 ELECTRICAL NEW WORK PLANS

E2.1 ELECTRICAL SCHEDULES AND NOTES

KEY PLAN:

FAACS: #2000025

PROJECT CODE: 501-B2501-021

IFB # 158125

THE REMOVAL OF THE ASBESTOS-CONTAINING MATERIAL IS INTEGRAL TO THE

SCOPE OF THIS PROJECT AND WILL BE COORDINATED, DIRECTED AND SUPERVISED

BY THE GENERAL CONTRACTOR AS PART OF THE CONTRACT WORK. THE GENERAL

CONTRACTOR IS RESPONSIBLE FOR HIRING THE ASBESTOS REMOVAL

CONTRACTOR. THE MONITOR REQUIRED FOR THE ASBESTOS REMOVAL IS

SUPPLIED BY VDOT AND SHALL BE CONTACTED AND COORDINATED BY THE

GENERAL CONTRACTOR.

ASBESTOS NOTE: AN INSPECTION TO IDENTIFY ASBESTOS-CONTAINING MATERIALS

HAS BEEN CONDUCTED AND CAN BE FOUND AS PART OF APPENDIX A TO THE

PROJECT SPECIFICATIONS. THE ASBESTOS-CONTAINING MATERIALS IDENTIFIED IN

THE REPORT WILL BE REMOVED BY A VIRGINIA LICENSED ASBESTOS ABATEMENT

CONTRACTOR HIRED BY THE GENERAL CONTRACTOR PRIOR TO ANY OTHER WORK

BEING CONDUCTED IN THIS AREA. SHOULD THE GENERAL CONTRACTOR ACCESS

ANY MATERIAL SUSPECTED OF CONTAINING ASBESTOS NOT IDENTIFIED IN THESE

REPORTS, HE SHALL STOP WORK IN THE IMMEDIATE AREA AND NOTIFY THE OWNER

(VDOT).

THE REMOVAL OF ASBESTOS MATERIALS IS NOT TO BE CONDUCTED WITHOUT THE

OWNERS ASBESTOS PROJECT MONITOR BEING ON-SITE.

ASBESTOS NOTE:

AN INSPECTION TO IDENTIFY LEAD COATED BUILDING COMPONENTS HAS BEEN

CONDUCTED AND CAN BE FOUND AS PART OF APPENDIX A TO THE ASBESTOS

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 ARE TO BE RECYCLED

WHENEVER POSSIBLE.

COLLEY ARCHITECTS ASSUMES NO RESPONSIBILITY FOR THE ADEQUACY OR

ACCURACY OF THE ASBESTOS AND LEAD INSPECTION REPORTS CONTAINED IN THE

CONTRACT DOCUMENTS AS THIS INFORMATION WAS PREPARED BY VDOT. THE

CONTRACTOR SHALL ADDRESS ANY RELATED QUESTIONS TO THE VDOT

REPRESENTATIVE.

LEAD COATING NOTE:

IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT, THE BUILDING IS

EXEMPT FROM COMPLIANCE BECAUSE THE RENOVATED BUILDING AREA IS NOT

GREATER THAN 5,000 GROSS SQUARE FEET.

HIGH PERFORMANCE BUILDING ACT NOTE:

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

BUILDING SHALL COMPLY WITH VECC SECTIONS C402 THROUGH C405 AND C408.

VIRGINIA ENERGY CONSERVATION CODE NOTE:

SEE SHEET LS1 FOR BUILDING CODE DATA

05 . 04 . 2023

REVISIONS DATE

C O

M M

O N

W

EALTH OF

V I

R G

I N

I A

ARCHITECT

Lic. No. 012264

TIM A. COLLEY

SUITE 200 200 N. MAIN STREET

BLACKSBURG, VA . 24060

DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

IFB # 158125

FORMATTED FOR

A 24" X 36" PRINT

AGENCY APPROVAL

P. 540.953.2724 F. 540.953.2725

CONSULTANT

PROJECT CODE 501-B2501-021

T2

GENERAL NOTES +

INFORMATION

05 . 04 . 2023

BUILDING B1 TOILET

RENOVATION

RENOVATIONS TO

ECH

05 . 04 . 2023

SALEM DISTRICT HEAD QUARTERS 731 HARRISON

AVENUE SALEM, VA 24153

ACT

ADJ

AFF

AHU

ALT

ALUM

APPR

AVG

AWP

BD

BLDG

BLK

BOT

BRK

BTWN

CAB

CJ

CLG

CLOS

CLR

CMU

COL

CONC

CONT

CTL

CT

DEMO

DEPT

DF

DIAG

DIM

DN

DWG

EA

EIFS

ELEC

EPS

EQ

EQUIP

EXIST

EXT

FD

FF

FLR

FLUR

FRP

FRT

FT

FURR

GA

GAL

GALV

GB

GC

GFCMU

GL

GWB

GYP

HBD

HDR

HM

HR

HT

HVAC

HW

IN

INFO

INST

INSUL

INT

KIT

LAM

LAV

LBS

LF

LVR

MAT'L

MAX

MECH

MFR

MIN

MIR

MISC

MTL

NIC

NO

NOM

NTS

OC

OFCI

PC

PERF

PLAM

PLYWD

PNL

PREFAB

PREFIN

PREP

PT

QT

QTY

RB

RD

REF

REFG

REQD

RM

RT

SIM

SPEC

SQ

SS

STD

STL

STOR

SUSP

THK

TYP

UON

VAC

VB

VCT

VEST

WB

WC

WGL

WH

W/O

WSCT

WT

AT

ACOUSTICAL CEILING TILE

ADJUSTABLE

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

APPROXIMATE

AVERAGE

ACOUSTICAL WALL PANEL

BOARD

BUILDING

BLOCK

BOTTOM

BRICK

BETWEEN

CABINET

CONTROL JOINT

CEILING

CLOSET

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

CARPET TILE

CERAMIC TILE

DEMOLISH, DEMOLITION

DEPARTMENT

DRINKING FOUNTAIN

DIAGONAL

DIMENSION

DOWN

DRAWING

EACH

EXTERIOR INSULATION

AND FINISH SYSTEM

ELECTRICAL

EXPANDED POLYSTYRENE

EQUAL

EQUIPMENT

EXISTING

EXTERIOR

FLOOR DRAIN

FINISHED FLOOR

FLUORESCENT

FIBERGLASS REINFORCED

PLASTIC

FIRE RETARDANT TREATED

FOOT, FEET

FURRING

GAUGE

GALLON

GALVANIZED

GRAB BAR

GENERAL CONTRACTOR

GROUND FACE CONCRETE

MASONRY UNIT

GLASS

GYPSUM WALL BOARD

GYPSUM

HARDBOARD

HEADER

HOLLOW

HOUR

HEIGHT

HEATING, VENTILATING,

AIR CONDITIONING

HOT WATER

INCH

INFORMATION

INSTALLATION

INSULATION

INTERIOR

KITCHEN

LAMINATE

LAVATORY

POUNDS

LINEAR FOOT/FEET

LOUVER

MATERIAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MIRROR

MISCELLANEOUS

METAL

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER

OWNER FURNISHED

CONTRACTOR INSTALL

PRECAST

PERFORATED

PLASTIC LAMINATE

PLYWOOD

PANEL

PREFABRICATED

PREFINISHED

PREPARE

PAINT

QUARRY TILE

QUANTITY

RUBBER BASE

ROOF DRAIN

REFERENCE

REFRIGERATOR

REQUIRED

ROOM

RUBBER TILE

SIMILAR

SPECIFICATION

SQUARE

STAINLESS STEEL

STANDARD

STEEL

STORAGE

SUSPENDED

THICKNESS

TYPICAL

UNLESS OTHERWISE NOTED

VACUUM

VAPOR BARRIER/

VINYL BASE

VINYL COMPOSITION

TILE

VESTIBULE

WOOD BASE

WATER CLOSET

WIRE GLASS

WATER HEATER

WITHOUT

WAINSCOT

WEIGHT

ABBREVIATIONS GENERAL NOTES

DISPOSAL OF MATERIALS

1. CONTRACTOR DISPOSE OF ALL MATERIALS PROPERLY AND IN ACCORDANCE WITH

ALL LAWS AND REGULATIONS.

ARCHITECTURAL

PLUMBING / MECHANICAL / ELECTRICAL DEMOLITION

DESIGN STANDARDS ACRONYMS:

VUSBC VIRGINIA UNIFORM STATEWIDE BUILDING CODE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AGA AMERICAN GAS ASSOCIATION

AMCA AIR MOVEMENT AND CONTROL ASSOCIATION

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ARI AIR-CONDITIONING AND REFRIGERATION INSTITUTE

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATING AND AIR

CONDITIONING ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS

ASSE AMERICAN SOCIETY OF SANITARY ENGINEERING

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS

MCA MECHANICAL CONTRACTORS ASSOCIATION

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

PDI PLUMBING AND DRAINAGE INSTITUTE

SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS

NATIONAL ASSOCIATION

UL UNDERWRITERS LABORATORIES, INC.

1. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO SUBMITTING A BID.

2. DIMENSIONS SHOWN ARE FROM FACE OF EXISTING CONSTRUCTION TO FACE OF EXISTING

CONSTRUCTION. NEW CONSTRUCTION DIMENSIONS ARE TO FINISH FACE UON.

3. MATCH THICKNESS OF NEW AND COMPLETED/EXISTING CONSTRUCTION.

4. PATCH AND REPAIR ALL EXISTING DAMAGED SURFACES WITH SIMILAR MATERIALS TO MATCH NEW

WORK, INCLUDING LEVEL OF FINISH.

5. THE OWNER SHALL BE RESPONSIBLE FOR THE FINAL SELECTION OF ALL FIXTURES, FINISHES, PATTERNS, COLORS, AND STYLES FROM THE FULL RANGE OF MANUFACTURER'S AVAILABLE STANDARDS.

6. COORDINATE WITH OWNER THE EXACT TYPE AND FINISHED LOCATION OF ANY EQUIPMENT, FIXTURES, ACCESSORIES, OUTLETS, SWITCHES, ETC.

7. WOOD PRODUCTS SHALL BE FROM SUSTAINABLE SOURCES, SUCH AS FSC CERTIFIED WOOD OR

REGIONALLY HARVESTED OR MANUFACTURED WOOD FROM ABUNDANT SPECIES. WOOD PRODUCTS

SHALL BE FREE OF UREA-FORMALDEHYDE BINDERS, COPPER OR ARSENIC.

1. CONTRACTOR MUST FAMILIARIZE THEMSELVES WITH THE PROJECT SITE PRIOR TO SUBMITTING THEIR

BID.

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND ACCESSORIES FOR WORK INDICATED HEREIN, UNLESS NOTED OTHERWISE. WORK SHALL BE COMPLETE AND IN ACCORDANCE WITH THE

CONSTRUCTION DOCUMENTS, MANUFACTURER'S RECOMMENDATIONS, GENERALLY ACCEPTED

INDUSTRY STANDARDS OF WORKMANSHIP AND CARE, AND AS REQUIRED FOR A FINISHED INSTALLATION

AND TO OBTAIN A CERTIFICATE OF OCCUPANCY.

3. SUBMITTALS ARE REVIEWED ONLY AS TO GENERAL CONFORMITY WITH DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.

CORRECTIONS AND/OR COMMENTS MADE AS PART OF THIS SUBMITTAL REVIEW DO NOT RELIEVE THE

CONTRACTOR OF RESPONSIBILITY FROM CONFORMANCE WITH THE CONTRACT DOCUMENTS,

APPLICABLE CODES, AND LAWS - ALL OF WHICH HAVE PRIORITY OVER SPECIFIC SUBMITTAL. THE DESIGN PROFESSIONAL DOES NOT WARRANT OR REPRESENT THAT THE INFORMATION WITHIN THE SUBMITTAL IS EITHER ACCURATE OR COMPLETE. SOLE RESPONSIBILITY FOR CORRECT DESIGN, DETAILS, AND DIMENSIONS SHALL REMAIN WITH THE PARTY PROVIDING THE SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, QUANTITIES, AND PERFORMANCE REQUIREMENTS TO BE CONFIRMED AND CORRELATED AT THE JOB SITE; FOR ALL INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE TECHNIQUES OF CONSTRUCTION; FOR ALL COORDINATION OF THE WORK OF ALL TRADES; FOR ASSURING CONSISTENCY WITH THE CONTRACT DOCUMENTS; AND

FOR PERFORMING THE WORK IN A SAFE AND SATISFACTORY MANNER.

4. EXISTING SQUARE FOOTAGES, DIMENSIONS, TYPES/LOCATIONS OF FIRE-RESISTANCE RATED ASSEMBLIES, AND SIZES/LOCATIONS OF EXISTING EQUIPMENT ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL SITE CONDITIONS PRIOR TO SUBMITTING A BID. IF

CONDITIONS IN FIELD DIFFER FROM THOSE SHOWN, NOTIFY OWNER/ARCHITECT IMMEDIATELY.

5. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, SEQUENCING, SITE

SAFETY, AND SECURITY FOR THE DURATION OF THE PROJECT.

6. CONTRACTOR SHALL VERIFY THE AVAILABILITY OF EXISTING FACILITIES AND UTILITIES AT THE PROJECT SITE PRIOR TO SUBMITTING A BID. COSTS ASSOCIATED WITH THE USE OF EXISTING UTILITIES SHALL BE

THE CONTRACTOR'S RESPONSIBILITY.

7. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK WITH THE OWNER'S ACTIVITIES AND OTHER TRADES INVOLVED WITH WORK AT THE PROJECT SITE. CONTRACTOR SHALL COORDINATE WORK INCLUDING BUT NOT LIMITED TO ADDITION TO/MODIFICATION OF EXISTING MECHANICAL, ELECTRICAL, PLUMBING AS REQUIRED FOR A FINISHED AND FULLY FUNCTIONAL INSTALLATION.

8. IF A CONFLICT BETWEEN CONSTRUCTION DOCUMENTS, CODE REQUIREMENTS, AND/OR

MANUFACTURER'S DATA SHOULD ARISE, THE MORE STRINGENT SHALL PREVAIL.

9. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OF STRUCTURAL MEMBERS AND EXISTING & TEMPORARY STRUCTURES AS REQUIRED FOR THE DURATION OF THE WORK. IF CONDITIONS IN FIELD

DIFFER FROM THOSE SHOWN, NOTIFY ARCHITECT/ENGINEER IMMEDIATELY.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP AND REMOVAL OF DEBRIS FROM SITE.

11. CONTRACTOR SHALL ENFORCE THE USE OF PERSONAL PROTECTIVE EQUIPMENT AS REQUIRED BY

OSHA FOR INDUSTRIAL HIGH NOISE AREAS.

12. CONTRACTOR'S PERSONNEL SHALL CONDUCT THEMSELVES PROPERLY & MAINTAIN PROPER ATTIRE AT

ALL TIMES.

13. NO ASBESTOS CONTAINING MATERIALS SHALL BE USED IN THE COURSE OF THIS WORK.

14. CONTRACTOR SHALL PROTECT COMPLETED WORK FROM DAMAGE FROM ADJACENT ACTIVITIES OR

INCLEMENT WEATHER AT ALL TIMES. ITEMS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT

CONTRACTOR'S EXPENSE & TO SATISFACTION OF OWNER.

15. CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE FOR OWNER REVIEW AS STIPULATED IN THE

GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT INCLUDED IN THE PROJECT MANUAL.

16. ALL AREAS ADJOINING WORK AREA TO BE PROTECTED DURING DEMOLITION WORK. CONTRACTOR

RESPONSIBLE TO REPAIR, REPLACE AND RESTORE ANY DAMAGE RESULTING FROM WORK TO THE

SATISFACTION OF OWNER, AND AT NO ADDITIONAL EXPENSE TO THE OWNER.

17. ALL NEW & EXIST. GLAZING IN AREAS OF SCOPE OF WORK SHALL BE PROFESSIONALLY CLEANED ON ALL

SIDES. CLEANLINESS OF GLAZING TO BE MAINTAINED THROUGH SUBSTANTIAL COMPLETION.

18. CONTRACTOR NOT TO SCALE DRAWINGS FOR LOCATIONS OF ANY NEW ELECTRICAL FIXTURES, OUTLETS, SWITCHES, AND PLUMBING FIXTURES.

19. PRIOR TO ANY CORE DRILLING, CONTRACTOR SHALL PROPERLY SURVEY THE EXISTING FLOOR USING X- RAY, GPR, OR OTHER ACCEPTABLE METHOD TO LOCATE REBAR, STRUCTURAL MEMBERS, IN-SLAB UTILITIES, OR OTHER IN-SLAB OBSTRUCTIONS. ALL CORES TO BE RETAINED & PROVIDED TO THE BUILDING OFFICIAL FOR INSPECTION. NOTIFY THE PROJECT MANAGER AND BUILDING OFFICIAL IF ANY

REBAR IS CUT OR DAMAGED. ANY STRUCTURAL REMEDIATION REQUIRED DUE TO CONTRACTOR'S

NEGLIGENCE SHALL BE PERFORMED BY CONTRACTOR AT NO ADDITIONAL CHARGE TO THE OWNER.

20. CONTRACTOR SHALL LABEL ALL CONCEALED FIRE WALLS, VERTICAL FIRE SEPARATION ASSEMBLIES, FIRE BARRIERS, FIRE PARTITIONS AND SMOKE BARRIERS ON ASSEMBLIES ABOVE CEILINGS AND ON

INSIDE SURFACES OF ALL CEILING ACCESS DOORS PROVIDING ACCESS TO SUCH FIRE RATED

ASSEMBLIES. REFERENCE DRAWINGS FOR ASSEMBLY RATING DESIGNATIONS AND TYPES. ALL

LETTERING TO BE IN A CONTRASTING AND HIGHLY VISIBLE COLOR TO SURFACE, 3 IN. TALL (1 INCH MIN.)

CAPITAL CASE, AND PROVIDED AT HORIZONTAL INTERVALS OF NO MORE THAN 8 FEET.

GENERAL:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR LABOR, MATERIALS, EQUIPMENT, ANCHORAGE TO

STRUCTURE, AND CONNECTIONS REQUIRED FOR THE INSTALLATION OF A COMPLETE AND FUNCTIONAL

SYSTEM.

2. CONTRACTOR SHALL COORDINATE WORK WITH THE INSTALLED WORK OF OTHER TRADES.

3. VERIFY "ROUGH-IN" LOCATIONS WITH OWNER PRIOR TO FINAL INSTALLATION.

4. PIPING, DUCTWORK, AND OTHER EQUIPMENT SHALL BE SUPPORTED BY OR ANCHORED TO THE BUILDING STRUCTURE. NON-STRUCTURAL CEILING CONSTRUCTION, NEW OR EXISTING, SHALL NOT BE USED FOR

ANCHORING ANY WORK.

5. SYSTEMS AND ACCESSORIES SHALL BE INSTALLED IN A NEAT MANNER CONSISTENT WITH INDUSTRY

STANDARDS OF QUALITY AND CARE.

6. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY & ALL PIPES, CONDUIT, ELECTRICAL OR OTHER INFRASTRUCTURE ITEMS AS A RESULT OF THEIR BEING UNCOVERED DURING EXECUTION OF THE WORK.

PLUMBING:

1. PLUMBING DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2018 EDITION OF THE

VIRGINIA PLUMBING CODE (VPC), INCLUDING REFERENCED CODES AND STANDARDS.

2. PLUMBING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS, AND FIELD CONDITIONS PRIOR TO

INSTALLATION.

3. CONTRACTOR SHALL COORDINATE WATER SHUTOFF WITH VDOT PROJECT MANAGER & VDOT UTILITIES

FOR INSTALLATION OF VALVES. NOTIFY OWNER 3 DAYS IN ADVANCE.

4. UPON COMPLETION OF WORK, PLUMBING CONTRACTOR SHALL CONDUCT A TEST. IN THE PRESENCE OF OWNER/ARCHITECT WITH ALL EQUIPMENT AND CONTROLS IN NORMAL OPERATING POSITION. THE SYSTEM SHALL OPERATE QUIETLY & PROPERLY. ADJUSTMENTS AND CORRECTIONS SHALL BE MADE

UNTIL SATISFACTORY OPERATION IS ACHIEVED.

MECHANICAL:

1. MECHANICAL DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2018 EDITION OF THE

VIRGINIA MECHANICAL CODE (VMC), INCLUDING REFERENCED CODES AND STANDARDS.

2. MECHANICAL EQUIPMENT LOCATIONS SHOWN FOR DESIGN INTENT ONLY. CONTRACTOR SHALL VERIFY

ALL DIMENSIONS, LOCATIONS, AND FIELD CONDITIONS PRIOR TO INSTALLATION.

3. SHOP DRAWINGS TO BE PROVIDED FOR APPROVAL FOR ALL DUCTWORK.

ELECTRICAL:

1. COORDINATE WITH ARCHITECT THE EXACT LOCATION OF ANY FIXTURES, ACCESSORIES, OUTLETS, SWITCHES, ETC. PRIOR TO INSTALLATION.

2. ELECTRICAL DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2017 EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), INCLUDING REFERENCED CODES AND STANDARDS, UTILITY

COMPANY REGULATIONS.

3. ELECTRICAL EQUIPMENT LOCATIONS SHOWN FOR DESIGN INTENT ONLY. CONTRACTOR SHALL VERIFY

ALL DIMENSIONS, LOCATIONS, AND FIELD CONDITIONS PRIOR TO INSTALLATION.

4. ALL NON-LED LIGHT FIXTURES SHALL BE INSTALLED WITH LAMPS. PROVIDE 10%, BUT NOT LESS THAN

FIVE (5), ADDITIONAL LAMPS FOR EACH FIXTURE TYPE FOR FUTURE USE.

5. PROVIDE MEANS OF EGRESS LIGHTING AS INDICATED. MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT FLOOR LEVEL. AN EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL ILLUMINATE EXIT ACCESS CORRIDORS, PASSAGEWAYS, AISLES, AND PORTION OF EXTERIOR EXIT DISCHARGE IMMEDIATELY

ADJACENT TO EXIT DISCHARGE DOORWAYS..

1. EXISTING DIMENSIONS, SQUARE FOOTAGES, AND SIZES/LOCATION OF EXISTING EQUIPMENT ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS PRIOR TO SUBMITTING A BID. IF

CONDITIONS IN FIELD DIFFER FROM THOSE SHOWN, NOTIFY OWNER/ARCHITECT IMMEDIATELY.

2. CONTRACTOR SHALL VERIFY THE AVAILABILITY OF EXISTING FACILITIES AND UTILITIES AT THE PROJECT SITE PRIOR TO SUBMITTING A BID. COSTS ASSOCIATED WITH THE USE OF EXISTING UTILITIES SHALL BE

THE CONTRACTOR'S RESPONSIBILITY.

3. CONTRACTOR SHALL NOTIFY ALL UTILITIES, INCLUDING BUT NOT LIMITED TO WATER/ SEWER, ELECTRIC, GAS, TELEPHONE, HAVING SERVICE CONNECTIONS TO THE EXISTING BUILDING PRIOR TO DEMOLITION TO ENSURE THAT ANY EQUIPMENT HAS BEEN PROPERLY REMOVED, UNPLUGGED, CAPPED/PLUGGED, OR SEALED AS REQUIRED FOR DEMOLITION AND/OR NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL, CAPPING/PLUGGING, AND SEALING OF SERVICES REMAINING IN WORK AREAS AS

REQUIRED FOR DEMOLITION AND/OR NEW WORK.

4. REMOVE EXISTING ITEMS/MATERIALS TO SUBSTRATE AS INDICATED AND REQUIRED FOR NEW WORK.

5. REMOVE DEMOLISHED MATERIALS FROM SITE DAILY AFTER ALLOWING OWNER FIRST RIGHT OF REFUSAL

FOR ANY SALVAGEABLE MATERIALS.

6. COORDINATE DEMOLITION AND ITEMS TO BE REMOVED WITH NEW WORK AND ITEMS TO BE REPLACED OR

RELOCATED.

7. EXISTING ITEMS TO BE RELOCATED/REINSTALLED SHALL BE REMOVED, STORED, AND PROTECTED BY CONTRACTOR DURING DEMOLITION ACTIVITIES AS REQUIRED FOR REINSTALLATION. ITEMS DAMAGED BY

CONTRACTOR SHALL BE REPLACED WITH EQUAL ITEMS APPROVED BY THE OWNER AND AT

CONTRACTOR'S EXPENSE.

8. EXISTING ITEMS AND ADJACENT CONSTRUCTION TO REMAIN IN AREAS OF WORK SHALL BE PROTECTED

DURING DEMOLITION ACTIVITIES. ITEMS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT

CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE OWNER.

9. PATCH AND REPAIR ANY DAMAGED EXISTING SURFACES TO REMAIN WITH SIMILAR MATERIALS AND AS

REQUIRED TO MATCH NEW WORK.

10. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OF STRUCTURAL MEMBERS AND

EXISTING/TEMPORARY STRUCTURES, AND PROVIDE ADDITIONAL SHORING DURING DEMOLITION OF

EXISTING WALLS, ETC. AS REQUIRED FOR THE DURATION OF THE PROJECT.

11. NO EXISTING STRUCTURAL MEMBERS ARE TO BE CUT, PENETRATED, OR OTHERWISE ALTERED WITHOUT

PRIOR WRITTEN APPROVAL OF ARCHITECT/ENGINEER.

12. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION AND STORAGE OF NON-FIXED EQUIPMENT AND FURNISHINGS, INCLUDING FURNITURE, PRIOR TO THE START OF WORK, UNLESS OTHERWISE

INDICATED.

A. THE SITE WILL BE IN USE FOR THE DURATION OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK WITH OWNER'S ACTIVITIES AND OTHER TRADES INVOLVED WITH WORK AT THE PROJECT SITE. DISRUPTIVE ACTIVITIES TO BE COORDINATED WITH VDOT PROJECT MANAGER.

13. CONTRACTOR SHALL PROVIDE AND MAINTAIN CLEAR PATHS OF EGRESS FOR THE DURATION OF THE

WORK.

14. ANY REQUIRED MECHANICAL, ELECTRICAL, AND PLUMBING DEMOLITION TO BE PERFORMED IN, OR AFFECTING THE USE OF, ADJACENT SPACES IN THE BUILDING SHALL BE COORDINATED WITH THE OWNER PRIOR TO THE START OF WORK. A MINIMUM OF FIVE (5) DAYS NOTICE IS REQUIRED PRIOR TO ANY UTILITY

SHUTDOWN.

15. MAINTAIN WORKING CONDITION OF ANY EXISTING EMERGENCY & FIRE ALARM SYSTEMS AND

COMPONENTS FOR THE DURATION OF THE WORK.

16. ALL ROOMS & AREAS ADJOINING WORK AREA, INCLUDING ABOVE AND BELOW AREAS OF WORK, TO BE

PROTECTED DURING DEMOLITION WORK. CONTRACTOR RESPONSIBLE TO REPAIR, REPLACE AND

RESTORE AT THEIR OWN EXPENSE ANY DAMAGE RESULTING FROM WORK AND TO THE SATISFACTION OF

OWNER.

CLOSE OUT DOCUMENTS

1. CONTRACTOR SHALL PROVIDE ONE (1) COMPREHENSIVE SET OF ELECTRONIC (PDF) AS-BUILT DRAWINGS

DOCUMENTING IN RED ALL AS-BUILT CONDITIONS. AS-BUILT DRAWINGS MARKUPS SHALL BE CLEARLY LEGIBLE ON THE ORIGINAL, APPROVED AND STAMPED CONTRACT DOCUMENTS, AND MAINTAINED IN GOOD ORDER AND GOOD CONDITION. MARKUPS TO INCLUDE ALL REPRESENTED DISCIPLINES ON THEIR SPECIFIC SHEETS. AS-BUILT DRAWINGS TO INCLUDE, BUT NOT LIMITED TO, ALL DEVIATIONS FROM CONTRACT DOCUMENT LAYOUTS; LOCATIONS & QUANTITIES OF PIPING, UTILITIES, DEVICES, FIXTURES, ETC.; SPECIFICATIONS, ETC.; RATED ASSEMBLIES, FIRE DAMPERS, ETC.; RFI'S, CHANGE ORDERS, ETC.

2. CONTRACTOR TO PROVIDE OWNER WITH ELECTRONIC (PDF) DOCUMENTS OF ALL REQUIRED OPERATION AND MAINTENANCE (O&M) MANUALS PRIOR TO PROJECT COMPLETION. MANUALS SHALL INCLUDE, BUT NOT LIMITED TO, ALL APPROVED SUBMITTAL ITEMS, APPROVED SHOP DRAWINGS, RFI'S W/ ANSWERS, FINAL TAB REPORTS & OTHER ITEMS APPROPRIATE FOR A COMPREHENSIVE REFERENCE DOCUMENT FOR

THE LIFE OF THE BUILDING AREA, ETC. O&M SHALL INCLUDE:

A. COVER PAGE WITH PROJECT TITLE, PROJECT NUMBER, GENERAL CONTRACTOR, DATE MANUALS

PROVIDED.

B. TABLE OF CONTENTS W/ CATEGORIES FOR ARCHITECTURAL, PLUMBING, MECHANICAL & ELECTRICAL

ITEMS. TABLE OF CONTENTS SHALL BE SEARCHABLE.

C. TABBED SEPARATIONS FOR EACH CATEGORY. TABBED SECTIONS TO INCLUDE MANUFACTURER CUT

SHEETS FOR ALL FIXTURES, DEVICES, CONTROLS, ACCESSORIES, FINISHES,

ADHESIVES/MORTARS/GROUTS.

3. CONTRACTOR SHALL PROVIDE OWNER WITH COMPLETED CO-13 AFFIDAVIT OF PAYMENT OF CLAIMS, DGS-30-136 (CO-13.2) CERTIFICATE OF COMPLETION BY CONTRACTOR, DGS-30-140 (CO-13.2a)

CERTIFICATE OF PARTIAL OR SUBSTANTIAL COMPLETION BY CONTRACTOR.

4. CONTRACTOR SHALL PROVIDE ADDITIONAL ATTIC STOCK OF FINISH MATERIALS FOR FUTURE USE AND ONE (1) COMPREHENSIVE ATTIC STOCK LIST AS STIPULATED BELOW. ALL ATTIC STOCK MATERIALS AND THE ATTIC STOCK LIST SHALL BE DELIVERED TO OWNER AT ONE TIME AND SHALL BE SIGNED BY GENERAL CONTRACTOR AND PROJECT MANAGER AT THAT TIME OF DELIVERY AND RECEIPT. ATTIC STOCK LIST SHALL INDICATE DESCRIPTIONS AND REQUIRED QUANTITIES OF MATERIALS LISTED BELOW:

A. ONE (1) GAL OF EACH PAINT, STAIN, & POLYURETHANE TYPE, COLOR, & FINISH.

B. FULL TILES OF CERAMIC & PORCELAIN FINISHES EQUAL TO AT LEAST FIVE PERCENT (5%) OF EACH

TYPE, SIZE, & COLOR, BUT NOT LESS THAN FIVE (5) FULL TILES OF EACH TYPE, SIZE, & COLOR.

C. FULL TILES OF FLOORING FINISHES EQUAL TO AT LEAST FIVE PERCENT (5%) OF EACH TYPE, SIZE &

COLOR, BUT NOT LESS THAN FIVE (5) FULL TILES OF EACH TYPE, SIZE, & COLOR.

D. FULL WIDTH OF ROLLED GOODS OF FLOORING FINISHES EQUAL TO AT LEAST FIVE PERCENT (5%) OF

EACH TYPE, SIZE & COLOR, BUT NOT LESS THAN SIX FEET (6 FT.) IN LENGTH OF FULL WIDTH OF EACH

ROLLED GOOD.

E. FIVE PERCENT (5%) MINIMUM OF EACH RUBBER BASE SIZE, TYPE & COLOR, BUT NOT LESS THAN TEN

(10) CONTINUOUS LINEAR FEET OF EACH SIZE, TYPE & COLOR.

F. FIVE PERCENT (5%) MINIMUM OF EACH ROOFING SHINGLE, TYPE & COLOR.

GENERAL NOTES GENERAL NOTES

1 HR. FIRE RATED PARTITION

LEGEND

2 HR. FIRE RATED PARTITION

PATH OF TRAVEL

AREA OF WORK

URINAL DRINKING

FOUNTAIN

FIRE

EXT.

HAND - DRYER

1 1/4" ROUND

GRAB BARS, 1 1/2"

CLEAR OFF WALL

R E

F L E

C T

IV

E

S U

R F

A C

E

M A

X A

F F

T O

11" MIN

MIRRORS NOT

AT LAVATORY

MIRROR

(REFLECTIVE

SURFACE)

M

IN

URINAL DRINKING

FOUNTAIN

FIRE

EXT.

SRF MNT

MOP

HOLDER

SEAT COVER

DISPENSER

BABY

CHANGING

STATION

HAND - DRYER

1 1/4" ROUND

GRAB BARS, 1 1/2"

CLEAR OFF WALL

TOILET PAPER

DISPENSER

COAT/ TOWEL

HOOKS

CLEAR

30" MIN

FRONT

APPROACH

SHELVES

WITHIN TOILET

COMPARTMENTS

17" MIN

11" MIN 6" MAX

25" MAX

48" MIN

CLEAR FRONT

APPROACH

SOAP

DISPENSER

NAPKIN DISPOSAL MIRRORS NOT

AT LAVATORY

MIRROR

(REFLECTIVE

SURFACE)

M A

X 7

M

IN

A F

F

M

IN

M A

X

T O

O P

N G

M A

X

M A

X

M

IN

T O

S P

O U

T

M A

X

M A

X

M A

X

36" MAX

24" MIN12" MIN

42" MIN 1

M

IN

7" - 9"

12" MAX

M

IN 8"

54" MIN

39" - 41"

/8

1' - 8 3/8" "

FIXTURES ALLOWED IN THIS AREA

60" MIN NO OTHER

TOILET PAPER

DISPENSER

/2

M

IN

ABOVE GRAB BAR

GRAB BAR

BELOW

GRAB BAR

TOILET PAPER

DISPENSER

/2

M

IN

M

IN

M

IN

M A

X

PLAN

FRONT

APPROACH

PARALLEL APPROACH

PLAN

/2

M

IN

M A

X

M

IN

TOWEL

DISPEN./

DISPOSE

M

IN

PROVIDE

SUPPLY PIPE &

WASTE PIPE

DRAIN

PROTECTION

PER ASAD 606.5

FIXTURES ALLOWED IN THIS AREA

59" MIN NO OTHER

1 1/4" ROUND

GRAB BARS, 1 1/2"

CLEAR OFF WALL

TOILET PAPER

DISPENSER

1 1/4" ROUND

GRAB BARS, 1 1/2"

CLEAR OFF WALL

TOILET PAPER

DISPENSER

36" MAX

24" MIN12" MIN

42" MIN 1

M

IN

7" - 9"

FIXTURES ALLOWED IN THIS AREA

56" MIN NO OTHER

12" MAX

54" MIN

39" - 41"

FIXTURES ALLOWED IN THIS AREA

60" MIN NO OTHER

FLOOR MOUNTED WATER CLOSET WALL MOUNTED WATER CLOSET

MIRROR

LAVATORY

MAIN FLOOR

TRAVEL DISTANCE = 64'

TRAVEL DISTANCE = 42'

TRAVEL DISTANCE = 62'

JAN. CLOSET

WOMEN'S

RESTROOM

UNISEX

RESTROOM

EXISTING SHOWER WILL BE

DECOMMISSIONED BY OWNER

PHASE 1

PHASE 2

C O

M M

O N

W

EALTH OF

V I

R G

I N

I A

ARCHITECT

Lic. No. 012264

TIM A. COLLEY

SUITE 200 200 N. MAIN STREET

BLACKSBURG, VA . 24060

DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

IFB # 158125

FORMATTED FOR

A 24" X 36" PRINT

AGENCY APPROVAL

P. 540.953.2724 F. 540.953.2725

CONSULTANT

PROJECT CODE 501-B2501-021

LS1

LIFE SAFETY &

BUILDING CODE DATA

05 . 04 . 2023

BUILDING B1 TOILET

RENOVATION

RENOVATIONS TO

ECH

05 . 04 . 2023

SALEM DISTRICT HEAD QUARTERS 731 HARRISON

AVENUE SALEM, VA 24153

BUILDING & PROJECT CODE DATALIFE SAFETY

PROJECT DATA

REFERENCE CODES:

BUILDING NAME:

FAACS NUMBER:

SCOPE OF WORK:

BUILDING OCCUPANCY USE GROUP:

ZONING:

OCCUPANT LOAD AREA OF WORK:

CONSTRUCTION TYPE:

STORIES:

FLOOR AREA, GROSS:

FIRE SUPPRESSION:

FIRE ALARMS:

FIRE EXTINGUISHER:

MAX TRAVEL DISTANCE:

NUMBER OF EXIT DOORS:

CORRIDOR RATING:

• 2018 VIRGINIA CONSTRUCTION CODE: PART I OF THE VUSBC (2018 VCC)

• 2018 VIRGINIA EXISTING BUILDING CODE (2018 VEBC)

• 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (2018 VUSBC) AS

REFERENCED BY VEBC

• 2018 VIRGINIA STATEWIDE FIRE PREVENTION CODE (VSFPC)

• 2018 INTERNATIONAL FIRE CODE (IFC) AS REFERENCED BY THE VIRGINIA CODES

• 2016 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

• 2017 NFPA 70 NATIONAL ELECTRICAL CODE

• 2016 NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES

• 2018 VIRGINIA MECHANICAL CODE (VMC)

• 2018 VIRGINIA PLUMBING CODE (VPC)

• 2018 VIRGINIA ENERGY CONSERVATION CODE (2018 VECC)

• 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN – 9/15/2010 (2010 ASAD)

• CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL: (CPSM 2022, REV 1 -

2/14/2023)

BUILDING B1

2000025

RENOVATION OF EXISTING RESTROOMS, LEVEL 2 ALTERATION

BUSINESS, USE GROUP B / MODERATE-HAZARD STORAGE, GROUP S-1

LM

THIS RENOVATION IS LIMITED TO RESTROOMS

3B

7,375 SF BUSINESS / 25,885 SF STORAGE = 33,260 SF GROSS

NO, NOT REQUIRED

YES, EXISTING - WORK IS LIMITED TO RENOVATED AREA ONLY

NO, NOT REQUIRED

42', 62', & 64' FROM AREAS OF RENOVATION, NOT CHANGED

2, NOT CHANGED

1 HOUR

0 16 24 328

1/8" = 1' - 0"N

MOUNTING HEIGHTS

PLUMBING FIXTURE COUNT

BASED ON 2018 VCC SECTION 29 TABLE 403.1

B OCCUPANT LOAD: 71 OCCUPANTS = 36 MALE & 35 FEMALE

S-1 OCCUPANT LOAD: 96 OCCUPANTS = 48 MALE & 48 FEMALE

THE EXISTING RESTROOMS ARE NOT ACCESSIBLE, RESTROOMS IN SCOPE OF WORK ARE BEING BROUGHT UP TO ADA ACCESSIBLE STANDARDS.

ALL EXISTING STRUCTURAL MEMBERS ARE TO REMAIN.

REFERENCE CODES:

ORIGINAL BUILDING CONSTRUCTED:

OCCUPANCY CLASS:

CONSTRUCTION TYPE:

BUILDING AREA, GROSS:

BUILDING DATA

VIRGINIA FIRE SAFETY REGULATIONS PART ONE

BETWEEN 1958-1965

GROUP D

SEMI-FIREPROOF

33,260 SQ. FT.

OCCUPANCY CALCULATIONS

THE BELOW OCCUPANT LOADS ARE FOR

THE FIRST FLOOR ONLY.

BUSINESS (B): SF OCC

MAIN LEVEL

1 OCC / 100 SF 4,317 44

1 OCC / 15 SF 392 27

TOTAL 4,709 71

STORAGE (S-1):

MAIN LEVEL

1 OCC / 300 SF 28,505 96

TOTAL ALL OCCUPANCIES 167

FIXTURES

REQUIRED EXISTING

EXISTING

TO REMAIN NEW

TOTAL

PROVIDED

M F M F M F M F UNISEX M F UNISEX

WATER CLOSETS

- B OCCPANCY 1.44 1.40

- S OCCUPANCY 0.48 0.48

TOTAL 2 2 7 3 5 0 0 2 1 5 2 1

LAVATORIES

- B OCCUPANCY 0.90 0.88

- S OCCUPANCY 0.48 0.48

TOTAL 2 2* 5** 2 4** 0 0 1 1 4 1* 1*

DRINKING

FOUNTAINS

AS

EXISTS

AS

EXISTS

SERVICE SINKS 1 0 0 1 1

*VPC SECTION 403.1.2 ALLOWS FOR FIXTURE COUNTS TO BE "BASED ON THE AGGREGATE OF

ANY COMBINATION OF SINGLE-USER OR SEPARATE FACILITIES."

**BASED ON 4 FAUCETS AT EXISTING MULTI-USER ROUND LAVATORY.

GENERAL:

1. THE BUILDING IS TO REMAIN OPEN AND OPERABLE DURING ENTIRE CONSTRUCTION TIME

FRAME. CONSTRUCTION IS TO OCCUR IN 2 PHASES OF CONSTRUCTION -- SEE LIFE SAFETY PLAN

FOR PHASING AREAS. THE CONTRACTOR IS TO COORDINATE CONSTRUCTION PHASING WITH

OWNER.

2. CONTRACTOR TO PROVIDE A 1-HR RATED (UL U419 OR EQUAL) TEMPORARY DUST PARTITION TO

LIMIT DUST & DIRT MIGRATION TO AREAS NOT UNDER THE CONTROL OF THE CONTRACTOR.

COORDINATE FINAL PARTITION LOCATIONS W/ ARCHITECT & OWNER. - DO NOT ATTACH

TEMPORARY WALLS TO FLOOR OR CEILING

• CONTRACTOR SHALL REPAIR ANY DAMAGE DUE TO DUST PARTITION WALL TO

SURROUNDING EXIST. SURFACES AND FINISHES TO MATCH EXISTING ADJACENT SURFACES.

• DOORS TO BE 3' - 0" WIDTH W/ SELF CLOSING DEVICES AND A MIN 45-MINUTE RATING.

• ALTERNATE DUST CONTROL METHODS SHALL BE COORDINATED WITH THE OWNER.

3. CONTRACTOR SHALL PROVIDE AND MAINTAIN CLEAR PATHS OF EGRESS FOR THE DURATION OF

THE WORK.

4. CONTRACTOR SHALL MAINTAIN THE FIRE ALARM SYSTEM FOR THE DURATION OF THE WORK.

COORDIANTE ANY LIMITED DOWN TIMES WITH THE OWNER AND PROVIDE A FIRE WATCH.

5. CONTRACTOR TO MAINTAIN EMERGENCY EGRESS FROM EXISTING BUILDINGS.

6. THE OWNER WILL WORK WITH THE CONTRACTOR TO FINALIZE THE BEST COURSE OF ACTION

FOR THE PHASING PLAN.

CONSTRUCTION PHASING NOTES

PHASE 1:

1. RESTROOM 103

PHASE 2:

2. RESTROOM 101

3. JANITOR 102

A1.1A1.1

A1.1---

A1.1 ---

2&53&6

1&4

PHASE 2

PHASE 2PHASE 1

1. EXIST FLOORING TILE & GROUT TO BE REMOVED TO CONC

SLAB. PREP FOR NEW WORK.

2. REMOVE EXISTING WALL TILE & GROUT BACK TO CMU

WALL. PREP FOR NEW WORK.

3. EXIST TOILET PARTITIONS TO BE REMOVED. PREP FOR

NEW WORK.

4. EXIST PLUMBING FIXTURES TO BE REMOVED.

- SEE PLUMBING

5. DEMO EXIST WALL AND BULKHEAD. DEMO ALL PIPING &

CONDUIT IN WALLS. PATCH & PREP WALLS, FLOORS, &

CEILINGS FOR NEW WORK.

- SEE PLUMBING & ELECTRICAL

6. EXIST WALL TO BE REMOVED WHERE INDICATED.

7. REMOVE EXIST DOOR, FRAME, AND HARDWARE. PREP FOR

NEW WORK.

8. EXIST SHOWER STEP AND SHOWER INSERT TO BE

REMOVED.

- SEE PLUMBING

9. SCRAPE & PREP GYPSUM BOARD TO RECEIVE NEW FINISH.

10. REMOVE EXIST TOILET ACCESSORIES. PATCH AND PREP

FOR NEW WORK.

11. EXIST LIGHT FIXTURES TO BE REMOVED WHERE

INDICATED. PATCH AND PREP GYP BD CEILING FOR NEW

WORK.

- SEE ELECTRICAL

12. REMOVE EXIST WOOD FINISH AND ASSOCIATED ADHESIVES

& ATTACHMENTS BACK TO CMU WALL WHERE INDICATED.

SALVAGE ENOUGH TO REUSE TO PATCH NEW DOORS 101 &

102.

13. DEMO EXIST WALL BASE WHERE INDICATED.

14. DEMO EXIST CROWN MOULDING TRIM WHERE INDICATED.

15. DEMO EXIST COUNTERTOP AND CABINETRY. PREP FOR

NEW WORK.

16. DEMO EXIST WALL FINISH BACK TO EXIST CMU. PREP FOR

NEW WORK.

17. EXISTING MECH VENTS TO BE REMOVED.

- SEE MECHANICAL

18. DEMO EXIST ACT CEILING GRID AND TILES. REMOVE ALL

EXIST. DEBRIS, RESIDUES, HANGERS AND ASSOCIATED

HARDWARE. PREP FOR NEW CEILING.

19. REMOVE EXIST WALL MOUNTED FIRE ALARM FIXTURE AND

MOUNT ON NEW FINISH. REMOVE EXISTING EMERGENCY

LIGHTS.

- SEE ELECTRICAL

20. REMOVE EXIST FINISH BACK TO CMU WHERE INDICATED.

- SEE JAMB AND ELEVATION DETAIL

21. APPROXIMATE AREA OF SAW CUTTING. CONTRACTOR TO

SAW CUT AS NECESSARY FOR NEW WORK.

- SEE PLUMBING

22. THE CONTRACTOR IS TO HAVE THE ACM REMOVED BY A

LICENSED ASBESTOS CONTRACTOR USING APPROVED

PROCEDURES AS SPECIFIED TO COMPLETELY REMOVE THE

EXISTING CEILING TILE AND ASBESTOS ADHESIVE (HOCKEY

PUCKS) ABOVE THE EXIST ACT CEILING IN RESTROOM 2 & 3.

- SEE APPENDIX A

KEYED DEMOLITION NOTES XGENERAL WORK NOTES

APPLY TO ALL SHEETS & PHASES OF THE WORK.

A. ALL NEW & EXIST. SURFACES TO REMAIN ARE TO BE FREE OF ALL EXIST. OR NEW

BUILD-UPS, DRIPS, ETC. TO PROVIDE A SMOOTH, PROFESSIONAL APPEARANCE.

B. UNLESS OTHERWISE NOTED, ALL EXIST, ABANDONED DUCT WORK, PIPING, AND

EQUIPMENT SHALL BE REMOVED. ALL DUCTS AND PIPES SHALL BE CAPPED BEHIND

FINISH SURFACES. WHERE THIS OCCURS WITHIN EXIST SURFACES THAT ARE LEFT

EXPOSED IN THE FINISHED WORK, THESE SURFACES SHALL BE PATCHED WITH NEW

MATERIALS TO MATCH AND BLEND WITH EXISTING.

C. PROTECT ALL EXIST SURFACES & FINISHES THAT ARE TO REMAIN IN THE FINISHED

WORK. PREP SURFACES AS REQ'D FOR NEW FINISHES AS SCHEDULED.

D. WHEREVER ANY SURFACE THAT IS LEFT EXPOSED IN THE FINISHED WORK AND IS

NEWLY EXPOSED, CUT, SOILED, OR OTHERWISE DAMAGED AS PART OF THIS WORK IT

SHALL BE PATCHED WITH NEW MATERIALS TO MATCH AND BLEND INTO THE EXISTING.

E. ALL EXIST OR NEWLY EXPOSED SURFACES REMAINING IN THE FINISHED WORK SHALL

BE PATCHED AND PREPPED WITH NEW MATERIALS AS REQ'D TO RECEIVE NEW WORK

AND FINISHES AS SHOWN AND AS SCHEDULED.

F. PATCH ALL EXIST WALLS, FLOORS, CEILINGS, AND/OR OTHER SURFACES TO MATCH

SURROUNDING WORK WHERE ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR

PLUMBING ITEM OR EQUIPMENT IS REMOVED FROM THAT SURFACE AND THE WALL OR

SURFACE REMAINS EXPOSED IN THE FINISHED WORK.

G. REFER TO PLUMBING, MECHANICAL & ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION. FULLY COORDINATE DEMO & NEW WORK WITH ALL OTHER DISCIPLINES.

H. PROVIDE AV DATA & ELECTRICAL ROUGH-IN TO ACCOMMODATE ALL EQUIPMENT.

- SEE ELECTRICAL

I. PROVIDE & INSTALL NEW LIGHT FIXTURES.

- SEE ELECTRICAL

DEMO LEGEND

EXISTING TO DEMO

EXISTING TO REMAIN

APPROXIMATE AREA OF EXISTING

SLAB TO DEMO FOR PLUMBING

- SEE PLUMBING

CEILING HEIGHT A.F.F.

DIFFUSER

- SEE MECHANICAL

EXHAUST

- SEE MECHANICALVANITY LIGHT FIXTURE

- SEE ELECTRICAL

LIGHT FIXTURE

- SEE ELECTRICAL

WOMENS RESTROOM

5 4

MENS RESTROOM

7 3

9 21

WOMENS RESTROOM

8' - 1"8' - 1"

8' - 1"

8' - 1"+/-

EXIST

EXIST

EXIST

EXIST

55 11

7' - 10"+/-

EXIST

S L O

P E

D S

L O

P E

D

7' - 9"

7' - 9"+/-

EXIST

EXIST

C O

M M

O N

W

EALTH OF

V I

R G

I N

I A

ARCHITECT

Lic. No. 012264

TIM A. COLLEY

SUITE 200 200 N. MAIN STREET

BLACKSBURG, VA . 24060

DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

IFB # 158125

FORMATTED FOR

A 24" X 36" PRINT

AGENCY APPROVAL

P. 540.953.2724 F. 540.953.2725

CONSULTANT

PROJECT CODE 501-B2501-021

A1.1

DEMO PLANS

05 . 04 . 2023

BUILDING B1 TOILET

RENOVATION

RENOVATIONS TO

ECH

05 . 04 . 2023

SALEM DISTRICT HEAD QUARTERS 731 HARRISON

AVENUE SALEM, VA 24153

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

1 DEMO FLOOR PLAN - RESTROOM 1

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

2 DEMO FLOOR PLAN - RESTROOM 2

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

3 DEMO FLOOR PLAN - RESTROOM 3

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

4 DEMO RCP - RESTROOM 1

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

5 DEMO RCP - RESTROOM 2

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

6 DEMO RCP - RESTROOM 3

A1.1 A1.1

1&4

3&6 2&5

A1.1 A1.1

A1.1 A1.1

KEY PLAN

FIRST FLOOR PLAN N

0 4 6 82

1/2" = 1' - 0"

S

1. PROVIDE & INSTALL PLUMBING FIXTURES.

- SEE PLUMBING

2. PROVIDE & INSTALL NEW TOILET PARTITIONS.

3. PROVIDE & INSTALL NEW 2X2 ACT CEILING GRID AND

NEW TILES.

4. PROVIDE & INSTALL NEW TOILET ACCESSORIES

INDICATED ON THE TOILET ACCESSORIES

SCHEDULE. INSTALL VDOT PROVIDED TOILET

ACCESSORIES AS INDICATED.

5. PROVIDE & INSTALL NEW TILE FLOORING WHERE

INDICATED.

- SEE FINISH SCHEDULE

6. PRIME & PAINT CEILING/WALL SURFACE WHERE

INDICATED.

7. PROVIDE & INSTALL NEW LIGHT FIXTURES &

MECHANICAL DIFFUSERS.

- SEE ELECTRICAL & MECHANICAL

8. USE SALVAGED WOOD PANELS TO PATCH

PREVIOUSLY LOCATED DOORS 101 & 102 AS

REQUIRED. PROVIDE FURRING STRIPS AS

REQUIRED.

9. SKIM COAT CMU, PRIME & PAINT WHERE INDICATED.

PROVIDE NEW 1X SPF CORNER TRIM & NEW

RESILIENT BASE AND FLOORING TO MATCH

EXISTING. SEE JAMB DETAIL, ELEVATION, &

SECTION.

10. NOT USED

11. REFORM NEW CONCRETE SLAB WHERE SAW CUT.

- SEE PLUMBING & CONCRETE CONNECTION DETAIL

12. PROVIDE & INSTALL NEW FLOOR DRAIN.

- SEE PLUMBING AND FLOOR DRAIN DETAIL

KEYED NEW WORK NOTES X

/8

/8

/4

3/4"3/4" 1' - 10" 6' - 8" 1' - 5"

UNISEX

RESTROOM

BC

CH

SD

M

GB

TP

ND

PT

C2

B

B

A2.1A1.2

A1.2A2.1

2' - 8"

E Q

E Q

3/4" 2"

/4

/4

/4

/4

/4

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

C L E

A R

/4

/8

/8

/4

WOMEN'S

RESTROOM

5' - 0"

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

PT

GB

M SD

TPND

TP

ND

3' - 4" 1' - 6" 1" 4' - 11 1/2" 3/4"

C2 B

C1

B

30" DR

36" DR

/8

/8

/4

B

A1.2A2.1

E Q

E Q

A2.1A1.2

A1.2

7/ A2.1 1' - 2"1' - 2"

E Q

E Q

3' - 0"

BC

8' - 1"+/-

EXIST

7E

Q E

Q

EQ EQ

2' - 0" FROM CL 2' - 0" FROM CL

ALIGN W/ EXIST

S L O

P E

D

7' - 10"3

EQ EQ

ALIGN ACT GRID TO SLOPING CLG

ALIGN W/ EXIST

7' - 9"

EQ EQ

E Q

E Q

A1.2---

A1.2 ---

A1.2 ---

PHASE 2

PHASE 2PHASE 1

CEILING HEIGHT A.F.F.

DIFFUSER

- SEE MECHANICAL

EXHAUST

- SEE MECHANICAL

LEGEND

VANITY LIGHT FIXTURE

- SEE ELECTRICAL

LIGHT FIXTURE

- SEE ELECTRICAL

NEW CONSTRUCTION

EXISTING TO REMAIN

S OCCUPANCY SENSOR

LIGHT FIXTURE W/ BATTERY

BACKUP

- SEE ELECTRICAL

APPROXIMATE AREA OF

NEW CONCRETE SLAB

- SEE PLUMBING

A WALL TYPE

- SEE A2.1

1/ A101

ELEVATION

A1.0

JAN. CLOSET

MOP SINK

A

A

A

A

1 MH

A1.2A2.1

A2.1A1.2

E Q

E Q

2' - 4 1/2" 4' - 8"

GENERAL WORK NOTES

APPLY TO ALL SHEETS & PHASES OF THE WORK.

A. ALL NEW & EXIST. SURFACES TO REMAIN ARE TO BE FREE OF ALL EXIST. OR NEW

BUILD-UPS, DRIPS, ETC. TO PROVIDE A SMOOTH, PROFESSIONAL APPEARANCE.

B. UNLESS OTHERWISE NOTED, ALL EXIST, ABANDONED DUCT WORK, PIPING, AND

EQUIPMENT SHALL BE REMOVED. ALL DUCTS AND PIPES SHALL BE CAPPED BEHIND

FINISH SURFACES. WHERE THIS OCCURS WITHIN EXIST SURFACES THAT ARE LEFT

EXPOSED IN THE FINISHED WORK, THESE SURFACES SHALL BE PATCHED WITH NEW

MATERIALS TO MATCH AND BLEND WITH EXISTING.

C. PROTECT ALL EXIST SURFACES & FINISHES THAT ARE TO REMAIN IN THE FINISHED

WORK. PREP SURFACES AS REQ'D FOR NEW FINISHES AS SCHEDULED.

D. WHEREVER ANY SURFACE THAT IS LEFT EXPOSED IN THE FINISHED WORK AND IS

NEWLY EXPOSED, CUT, SOILED, OR OTHERWISE DAMAGED AS PART OF THIS WORK IT

SHALL BE PATCHED WITH NEW MATERIALS TO MATCH AND BLEND INTO THE EXISTING.

E. ALL EXIST OR NEWLY EXPOSED SURFACES REMAINING IN THE FINISHED WORK SHALL

BE PATCHED AND PREPPED WITH NEW MATERIALS AS REQ'D TO RECEIVE NEW WORK

AND FINISHES AS SHOWN AND AS SCHEDULED.

F. PATCH ALL EXIST WALLS, FLOORS, CEILINGS, AND/OR OTHER SURFACES TO MATCH

SURROUNDING WORK WHERE ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR

PLUMBING ITEM OR EQUIPMENT IS REMOVED FROM THAT SURFACE AND THE WALL OR

SURFACE REMAINS EXPOSED IN THE FINISHED WORK.

G. REFER TO PLUMBING, MECHANICAL & ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION. FULLY COORDINATE DEMO & NEW WORK WITH ALL OTHER DISCIPLINES.

H. PROVIDE AV DATA & ELECTRICAL ROUGH-IN TO ACCOMMODATE ALL EQUIPMENT.

- SEE ELECTRICAL

I. PROVIDE & INSTALL NEW LIGHT FIXTURES.

- SEE ELECTRICAL

C O

M M

O N

W

EALTH OF

V I

R G

I N

I A

ARCHITECT

Lic. No. 012264

TIM A. COLLEY

SUITE 200 200 N. MAIN STREET

BLACKSBURG, VA . 24060

DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

IFB # 158125

FORMATTED FOR

A 24" X 36" PRINT

AGENCY APPROVAL

P. 540.953.2724 F. 540.953.2725

CONSULTANT

PROJECT CODE 501-B2501-021

A1.2

NEW WORK PLANS

05 . 04 . 2023

BUILDING B1 TOILET

RENOVATION

RENOVATIONS TO

ECH

05 . 04 . 2023

SALEM DISTRICT HEAD QUARTERS 731 HARRISON

AVENUE SALEM, VA 24153

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

1 NEW FLOOR PLAN - RESTROOM 1

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

3 NEW FLOOR PLAN - RESTROOM 3

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

4 NEW RCP - RESTROOM 1

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

5 NEW RCP - JAN CLOSET

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

6 NEW RCP - RESTROOM 3 A1.2 A1.2 A1.2 A1.2

A1.2 A1.2

1&4

3&6 2&5FIRST FLOOR PLAN

KEY PLAN

N

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

2 NEW FLOOR PLAN - JAN CLOSET

0 4 6 82

1/2" = 1' - 0"

EXIST CMU WALL

A

WALL TYPES

ACT CEILING WHERE

APPLICABLE, SEE RCP

GLUE & SCREW 5/8"

HIGH IMPACT GYP BD

TO EXIST CMU WALL,

LEVEL 4 FINISH, PRIME

& PAINT ABOVE FRP

CAULK FRP JOINT

AT FLOOR

STRUCTURE OR EXIST

GYP BD CEILING

FRP OVER GYP BD

UP TO 4' AFF

EXIST CMU WALL

B

PORCELAIN TILE &

MORTAR OVER

EXIST CMU, EXTEND

TILE 4" ABOVE ACT

CLG OR TO EXIST

GYP CLG

EXIST CMU WALL

C

PORCELAIN TILE &

MORTAR OVER 1/2"

CEMENT BACKER BOARD

18 GA MIN, 3-5/8"

METAL STUDS @

16" OC

18 GA MIN, 2-1/2"

METAL STUDS @

16" OC

C2

C1

BASE PORCELAIN

TILE - SEE TYPICAL

WALL PATTERN

BASE PORCELAIN

TILE - SEE TYPICAL

WALL PATTERN

3/4"

5/8"

CAULK FRP END

JOINT

S E

E D

O O

R S

C H

E D

U L E

2"

SEE DOOR

SCHEDULE 2"

WELDED

HOLLOW

METAL

FRAME

DOOR TYPES

FRAME TYPES

A

F-1

EXIST WALL PANEL

EXIST CMU WALL

NEW HM FRAME

NEW ADA

GRANITE

THRESHOLD,

SEE THRESHOLD

DETAIL

NEW TILE, SEE FINISH SCHEDULE

TOOTH-IN NEW CMU TO MATCH

EXIST THICKNESS, SEE TOOTH-IN

DETAIL

/4

SKIM COAT CMU & PAINT

NEW 1X SPF WOOD TRIM, PRIME &

PAINT

1' - 2"

T O

V E

R

IF

Y

/4

C O

N T

R A

C T

O R

PROVIDE NEW FURRING STRIP

/4

EXIST. CONC.. FLOOR SLAB TO

REMAIN

NEW FLOOR DRAIN (TYP.)

- SEE PLUMBING

NOTE: ALL FLOOR TILE, SCHLUTER KERDI PLIABLE WATERPROOFING AS BASIS

OF DESIGN. ALL GROUTS AS BASIS OF DESIGN TO BE MAPEI KERAPOXY EPOXY

GROUT. SCHLUTER KERDI PLIABLE WATERPROOFING MEMBRANE AS BASIS OF

DESIGN TO EXTEND UP WALLS BEHIND BASE.

SCHLUTER KERDI PLIABLE WATERPROOFING MEMBRANE AS BASIS OF DESIGN

TO BE INSTALLED PER 2018 TCNA (TILE COUNCIL OF NORTH AMERICA), ANSI, &

MANUFACTURER'S GUIDELINES.

TYP. WALL TYP. DRAIN TYP. FLOOR

SS ESCUTCHEON PLATE (TYP.)

PORCELAIN TILE & MORTAR OVER

WALL, EXTEND TILE 4" ABOVE ACT

CLG OR TO EXIST GYP CLG

WATERPROOFING MEMBRANE TO

EXTEND UP WALL 8" MIN. A.F.F.

- MEMBRANE THICKNESS TO BE MIN.

50 MIL WET FILM THICKNESS

FLOOR TILE

CONTINUOUS WATERPROOFING

MEMBRANE

SETTING BEDS

WATERPROOFING MEMBRANE BASIS OF

DESIGN TO BE SCHLUTER KERDI.

MEMBRANE TO BE APPLIED

CONTINUOUSLY TO COVER ENTIRE

FLOOR AREA AND TO BE AN INTEGRAL

COMPONENT OF THE FLOOR TILE &

SETTING BED SYSTEM AND INTEGRATE

PROPERLY WITH MORTAR, GROUT AND

ALL OTHER COMPONENT MATERIALS.

ALIGN

RESTROOM THIN SET FLOOR TILE,

SETTING BEDS & CONTINUOUS

WATERPROOFING MEMBRANE OVER

FLOOR SLAB (TYP.)

SETTING BED AS REQ'D.

FLOOR SLAB BELOW

DOOR

DOOR FRAME BEYOND

1:2 MAX. SLOPE FOR

COMPLIANT THRESHOLD

/2

M

A X

M A

X

/4

V

E R

T

/4

M A

X

GRANITE THRESHOLD

NEW ADA GRANITE THRESHOLD,

SEE THRESHOLD DETAIL

NEW DOOR SLAB

NEW HM FRAME

7"

NEW TILE OR GWB, SEE FINISH

SCHEDULE

NEW LINTEL

- SEE LINTEL SCHEDULE

NEW TILE FLOOR, SEE FINISH

SCHEDULE

EXIST WALL PANEL, PATCH WITH

WALL PANEL FROM RESTROOM 2

AS REQUIRED AND PRIME & PAINT

TO MATCH EXIST

CONTRACTOR TO VERIFY

10 3/4"

NEW ADA GRANITE THRESHOLD,

SEE THRESHOLD DETAIL

NEW HM FRAME

NEW TILE OR GWB, SEE FINISH

SCHEDULE

EXIST CMU WALL

EXIST WALL PANEL, PATCH WITH

WALL PANEL FROM RESTROOM 2

AS REQUIRED AND PRIME & PAINT

TO MATCH EXIST

TOOTH-IN NEW CMU TO MATCH

EXIST THICKNESS, SEE TOOTH-IN

DETAIL

7"

TO VERIFY

10 3/4" CONTRACTOR

7 3/4"

NEW ADA GRANITE THRESHOLD,

SEE THRESHOLD DETAIL

NEW DOOR SLAB

NEW TILE FLOOR, SEE FINISH

SCHEDULE

NEW HM FRAME

NEW WALL TILE, SEE

FINISH SCHEDULE

EXIST CMU WALL

EXIST WALL PANEL BEYOND

TO VERIFY

+/- 2 1/4" CONTRACTOR

CONTRACTOR TO VERIFY

11 1/4"

SKIM COAT EXIST CMU,

PRIME & PAINT

NEW 1X SPF WOOD TRIM, PRIME &

PAINT

PROVIDE NEW FURRING STRIP

NEW LINTEL

- SEE LINTEL SCHEDULE

TOOTH-IN NEW CMU

AS REQ'D AT DOOR

JAMBS; MATCH EXIST

CMU THICKNESS

NEW HM FRAME

EXIST CMU WALL

NEW LINTEL BEARING A MIN OF 8"

EACH SIDE

- SEE LINTEL SCHEDULE

1' - 2"1' - 2"

REMOVE FINISHES BACK

TO CMU

TOOTH-IN CMU TO FILL

IN PREVIOUS LOCATION

OF DOOR - SEE TOOTH-

IN DETAIL

NEW DOOR, SEE DOOR

SCHEDULE

HM FRAME

NEW RESILIENT BASE TO

MATCH ADJACENT COLOR

AND SIZE

SKIM COAT EXIST CMU &

PAINT

PATCH EXIST FLOORING

AS REQD

NEW 1X SPF WOOD TRIM,

PAINTED - PROVIDE NEW

FURRING STRIP BACKING

JAN. CLOSET

BEGIN 12"X12" FLOOR

TILE AT THE TILE

INDICATED IN GRAY

NEW ADA GRANITE

THRESHOLD, SEE

THRESHOLD DETAIL

UNISEX

RESTROOM

BEGIN 12"X12" FLOOR

TILE AT THE TILE

INDICATED IN GRAY

NEW ADA GRANITE

THRESHOLD, SEE

THRESHOLD DETAIL

WOMEN'S

RESTROOM

BEGIN 12"X12" FLOOR

TILE AT THE TILE

INDICATED IN GRAY

NEW ADA GRANITE

THRESHOLD, SEE

THRESHOLD DETAIL

ACCENT 6"X6" WALL

TILE, TILE #3

6"X12" WALL TILE BASE, TILE #2

6"X6" WALL TILE, TILE #1

EXTEND WALL TILE #1

UP TO CLG

EXIST CONC SLAB

NEW 4" MIN CONC SLAB

COMPRESSIVE

STRENGTH 4500 PSI MIN

4" MIN COMPACTED

GRAVEL FILL

ALIGN

#4 REBAR W/ YIELD STRENGTH

GRADE 60 PER ASTM A615 SET IN

EPOXY INTO EXIST SLAB @ 16" O.C.

E Q

E Q

8" MIN 8" MIN

VAPOR RETARDER (OMIT

IF NOT PRESENT IN EXIST)

LINTEL SCHEDULE

ROUGH

OPENING

TYPE

48" WIDE

MAX

48" WIDE

MAX

MAX 6" SOLID MASONRY

CONCRETE LINTEL

W/ 1 #3 REBAR AT BOTTOM

SIZE

8" SOLID MASONRY

CONCRETE LINTEL

W/ 2 #3 REBARS AT BOTTOM

NOTES:

1. PROVIDE MINIMUM 8" BEARING ON SOLID GROUTED MASONRY AT

EACH END OF ALL LINTELS.

2. VERIFY AND MATCH MASONRY WIDTHS OF EXIST WALLS.

3. SEE SPECIFICATIONS.

4. SEE TOOTH-IN CMU DETAIL ON THIS SHEET.

C O

M M

O N

W

EALTH OF

V I

R G

I N

I A

ARCHITECT

Lic. No. 012264

TIM A. COLLEY

SUITE 200 200 N. MAIN STREET

BLACKSBURG, VA . 24060

DATE

SCALE

DRAWN

JOB

SHEET

AS NOTED

IFB # 158125

FORMATTED FOR

A 24" X 36" PRINT

AGENCY APPROVAL

P. 540.953.2724 F. 540.953.2725

CONSULTANT

PROJECT CODE 501-B2501-021

A2.1

SECTIONS, DETAILS,

FINISH PLANS &

SCHEDULES

05 . 04 . 2023

BUILDING B1 TOILET

RENOVATION

RENOVATIONS TO

ECH

05 . 04 . 2023

SALEM DISTRICT HEAD QUARTERS 731 HARRISON

AVENUE SALEM, VA 24153

1" = 1'-0"A2.1A2.1A1.2

5 DOOR 103 JAMB DETAIL

1 1/2" = 1'-0"A2.1A2.1

11 DETAIL - TILE FLOOR DRAIN

1 1/2" = 1'-0"A2.1A2.1

6 DETAIL - THRESHOLD

1" = 1'-0"A2.1A2.1A1.2

1 DOORS 101 & 102 SECTION

1" = 1'-0"A2.1A2.1A1.2

4 DOORS 101 & 102 JAMB DETAIL

1" = 1'-0"A2.1A2.1A1.2

2 DOOR 103 SECTION

1/2" = 1'-0"A2.1A2.1

3 TOOTH-IN CMU DETAIL

TOILET ACCESSORY SCHEDULE

MARK ITEM COUNT REMARKS FURNISHED BY INSTALLED BY

BC BABY CHANGING STATION 2 CONTRACTOR CONTRACTOR

CH COAT HOOK 1 CONTRACTOR CONTRACTOR

GB 18, 24, 36 GRAB BARS 2 1 1/2" DIA. CONTRACTOR CONTRACTOR

M MIRROR 2 24" X 36" CONTRACTOR CONTRACTOR

MH MOP HOLDER 1 6' - 0" AFF CONTRACTOR CONTRACTOR

ND SANITARY NAPKIN DISPOSAL 3 CONTRACTOR CONTRACTOR

PT PAPER TOWEL DISPENSER 2 VDOT CONTRACTOR

SD SOAP DISPENSER 2 VDOT CONTRACTOR

TP TOILET PAPER DISPENSER 3 CONTRACTOR CONTRACTOR

SEE TOILET ELEV. - SHEET LS1 FOR MOUNTING HEIGHTS

PROVIDE BLOCKING AS REQ'D

DOOR SCHEDULE

DOOR

NO.

DOOR

FRAME

MAT'L. JAMB/HDR HD'W. REMARKSTYPE W H T MAT'L.

GLAZIN

G

101 A 3' - 0" 6' - 8" 0' - 1 3/4" WD -- HM SEE DETAIL H-2 20 MIN. FIRE DR

102 A 3' - 0" 6' - 8" 0' - 1 3/4" WD -- HM SEE DETAIL H-1 20 MIN. FIRE DR

103 A 3' - 0" 6' - 8" 0' - 1 3/4" WD -- HM SEE DETAIL H-2 20 MIN. FIRE DR

FINISH SCHEDULE

ROOM NO. ROOM NAME AREA

FLOOR

FINISH

BASE

MATERIAL

WALL CEILING

MATERIAL FINISH MATERIAL HEIGHT

101 UNISEX

RESTROOM

75 SF PORCELAIN

TILE

-- PORCELAIN TILE -- EXIST GYP BD EXIST +/- 8' - 1"

102 JAN. CLOSET 110 SF PORCELAIN

TILE

-- GWB / FRP UP

TO 4'

PAINT 2X2 ACT ALIGN W/ EXIST +/- 7' - 10"

103 WOMEN'S

RESTROOM

100 SF PORCELAIN

TILE

-- PORCELAIN TILE -- 2X2 ACT ALIGN W/ EXIST +/- 7' - 9"

3/8" = 1'-0"A2.1A2.1A1.2

7 DOOR 103 ELEVATION

1/4" = 1'-0"A2.1A2.1

12 FINISH PLAN - JAN CLOSET

1/4" = 1'-0"A2.1A2.1

9 FINISH PLAN - RR 1

1/4" = 1'-0"A2.1A2.1

13 FINISH PLAN - RESTROOM 3

3/8" = 1'-0"A2.1A2.1

8 TYP WALL TILE PATTERN

1" = 1'-0"A2.1A2.1

10 DTL - SLAB CONNECTION

21 3

WOMEN'S

RESTROOM

1 2

MEN'S

RESTROOM

DEMO RESTROOM TWO KEYED NOTES

1 REMOVE WATER CLOSET AND ALL RELATED APPURTENANCES. PLUG

SEWER BELOW SLAB, CAP VENT AND COLD WATER LINE OVERHEAD

INTO CEILING SPACE.

REMOVE URINAL AND ALL RELATED APPURTENANCES. CONTRACTOR

SHALL PLUG, CAP AND COVER WATER, SEWER AND VENT LINES IN WALL

FOR FUTURE FIXTURES.

REMOVE LAVATORY AND ALL RELATED APPURTENCES. PLUG SEWER

BELOW SLAB, CAP VENT AND COLD WATER LINE OVERHEAD INTO

CEILING SPACE.

DEMO RESTROOM THREE KEYED NOTES

1 REMOVE WATER CLOSET AND ALL RELATED APPURTENANCES. PLUG

SEWER BELOW SLAB, CAP VENT LINE OVERHEAD INTO CEILING SPACE

AND CAP WATER LINE IN WALL.

CONTRACTOR SHALL REPLACE WATER CLOSET IN THIS AREA. REFER

PLUMBING PLAN FOR NEW LOCATOIN . RESTORE OR REPLACE WATER

SUPPLY PIPING AS NECESSARY TO MANUFACTURER'S ORIGINAL

CONDITION, INCLUDING ALL HARDWARE AND SEALS AS REQUIRED FOR

SATISFACTORY OPERATION AND COMPLETENESS. THIS ALSO SHALL

INCLUDE CLEANING THE EXTERIOR OF ALL EXPOSED PIPING TO LIKE

NEW CONDITION.

REMOVE LAVATORY AND ALL RELATED APPURTENCES. CONTRACTOR

SHALL PLUG, CAP AND COVER WATER, SEWER AND VENT LINES IN WALL

FOR FUTURE FIXTURES.

DEMO RESTROOM ONE KEYED NOTES

1 REMOVE LAVATORY AND ALL RELATED APPURTENANCES. CONTRACTOR SHALL

PLUG, CAP AND COVER WATER, SEWER AND VENT LINES IN WALL FOR FUTURE

FIXTURES.

REMOVE WATER CLOSET AND ALL RELATED APPURTENANCES. PLUG SEWER

BELOW SLAB, CAP VENT AND COLD WATER LINE OVERHEAD INTO CEILING

SPACE.

REMOVE SHOWER AND ALL RELATED APPURTENCES. CONTRACTOR SHALL

PLUG, CAP AND COVER WATER, SEWER AND VENT LINES IN WALL FOR FUTURE

FIXTURES.

1.ALL WORK, METHODS AND INSTALLATIONS INVOLVED IN THE PLUMBING DESIGN SHALL BE IN ACCORDANCE WITH THE CITY BUILDING CODE, INSPECTION REGULATIONS AND ALL OTHER OFFICIALS

HAVING JURISDICTION.

2.ALL SANITARY PIPING 3" AND LARGER ROUTED AT 1/8" SLOPE PER FOOT UNLESS OTHERWISE NOTED.

ALL PIPE LESS THAN 3" SHALL BE ROUTED AT 1/4" SLOPE PER FOOT.

3.EACH VENT SHALL TERMINATE VERTICALLY NOT LESS THAN 6" ABOVE ROOF, MAINTAIN MINIMUM 10'-0" DISTANCE BETWEEN VENT TERMINALS THROUGH ROOF AND ALL FRESH AIR INTAKES, AND A MINIMUM

5'-0" FROM ANY EXTERIOR WALL.

4.CONTRACTOR TO FIELD VERIFY AS NECESSARY THE EXACT ROUTING AND SIZES OF ALL PIPING.

5.PROVIDE A TWO-WAY CLEANOUT AT CIVILS POINT OF CONNECTION.

6.CONTRACTOR SHALL COORDINATE ROUTING OF PIPING BELOW SLAB WITH COLUMN FOOTINGS,

GRADE BEAMS, UNDERGROUND PLUMBING AND ELECTRICAL UTILITIES, AND OTHER SUB-SURFACE

BUILDING ELEMENTS.

7.CONTRACTOR SHALL COORDINATE ROUTING OF PIPING IN CEILING SPACES WITH MECHANICAL AND ELECTRICAL EQUIPMENT, DUCTWORK AND CONDUIT. SHOULD A CONFLICT OCCUR THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO INSTALLING AN ALTERNATE PIPING PLAN.

8.COORDINATE ALL FIXTURE AND EQUIPMENT LOCATIONS AND CONNECTION REQUIREMENTS WITH

LATEST ARCHITECTURAL DRAWINGS AND SPECIFICATIONS PRIOR TO ANY ROUGH-INS.

9.DO NOT ROUGH-IN FROM THESE DRAWINGS. REFER TO LATEST ARCHITECTURAL DRAWINGS FOR

DIMENSIONED LOCATIONS.

10.PRIOR TO BEGINNING CONSTRUCTION, COORDINATE BUILDING BACKFLOW PREVENTION

REQUIREMENTS WITH THE LOCAL AUTHORITY HAVING JURISDICTION AND PROVIDE AS DIRECTED.

11.WITHIN THE EXISTING BUILDING, EXISTING WATER, WASTE AND VENT SERVICES ARE TO BE MODIFIED AS REQUIRED AND REUSED FOR THE INSTALLATION OF NEW AND/OR RELOCATED PLUMBING FIXTURES.

REFER TO PLUMBING FLOOR PLANS FOR POINTS OF CONNECTION.

12.WITHIN THE EXISTING BUILDING, SAWCUT AND REMOVE EXISTING FLOOR SLAB AS REQUIRED TO PROVIDE NEW AND/OR RELOCATED PLUMBING FIXTURES, CLEANOUTS, AND UNDERSLAB WASTE AND

VENT PIPING. PATCH AND REFINISH FLOOR TO MATCH EXISTING.

13.IN AREAS WHERE THE FLOOR SLAB IS REMOVED, CONTRACTOR SHALL ALSO REMOVE UNDERSLAB

WASTE AND VENT PIPING WHICH SERVES FIXTURES DESIGNATED FOR REMOVAL. PRIOR TO ANY

REMOVAL, FIELD VERIFY THAT LINES TO BE REMOVED DO NOT SERVE ANY EXISTING FIXTURES TO

REMAIN OR NEW FIXTURES TO BE INSTALLED.

14.IN AREAS WHERE THE FLOOR SLAB IS NOT REMOVED, CONTRACTOR SHALL ABANDON IN PLACE ANY UNDERSLAB WASTE AND VENT PIPING NO LONGER NEEDED, UNLESS THE PIPING MUST BE REMOVED

TO ACCOMMODATE NEW CONSTRUCTION. IF NEW WORK DOES NOT NECESSITATE THEIR REMOVAL,

CUT AND PLUG SUCH LINES BELOW SLAB, AND PATCH FLOOR TO MATCH EXISTING.

15.FIELD VERIFY EXACT LOCATION, SIZE, DEPTH, DIRECTION OF FLOW, CAPACITY, PIPE MATERIAL AND CONDITION OF EXISTING WASTE PIPING PRIOR TO BEGINNING CONSTRUCTION. ENSURE THAT PROPER

CONNECTIONS TO AND EXTENSION OF SUCH UTILITIES CAN BE MADE.

16.WASTE LINES TO BE RE-USED OR RECONNECTED TO SHALL BE THOROUGHLY RODDED OUT AND

FLUSHED TO ENSURE THEY ARE FREE FROM BLOCKAGES.

17.CONTRACTOR TO COORDINATE ALL REMODEL WORK WITH THE WORK OF OTHER TRADES TO AVOID

CONFLICTS AND TO MINIMIZE INTERRUPTION OF SERVICES.

18.THE PROPER INSTALLATION OF NEW FIXTURES AND THE PROPER CONTINUED OPERATION OF

EXISTING FIXTURES TO REMAIN SHALL DETERMINE THE EXTENT AND NATURE OF PLUMBING REMODEL

WORK.

19.THERE SHALL BE NO PLUMBING FIXTURES OR EQUIPMENT, PIPING, VALVES, CARRIERS OR

ASSOCIATED DEVICES/APPURTENANCES TO REMAIN IN THE BUILDING UNLESS SPECIFICALLY NOTED

OTHERWISE IN THE DOCUMENTS.

21.CONTRACTOR SHALL CHECK ALL LOCATIONS, MEASUREMENTS, DEPTHS, AND REPORT ANY

DISCREPANCIES FOR CORRECTION BEFORE DEMOLITION.

22. THESE CONSTRUCTION DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY REFLECT THE ACTUAL DIMENSIONS.