Danville-Pittsylvania County Community Services245 Hairston StreetDANVILLE, VIRGINIA 24540

T-1 COVER SHEET AND PROJECT INFORMATIONT-2 CODE COMPLIANCE, ABBREVIATIONS & SYMBOLS

D-1 FIRST FLOOR PLAN - DEMOLITIOND-2 SECOND FLOOR - DEMOLITION

A1-1 FIRST FLOOR PLAN - NEW WORKA1-2 SECOND FLOOR PLAN - NEW WORKA2-1 DOOR SCHEDULES AND TYPICAL DETAILS

MPD-1 FIRST FLOOR PLAN - MECHANICAL & PLUMBING DEMOLITIONMPD-2 SECOND FLOOR PLAN - MECHANICAL & PLUMBING DEMOLITIONMP1-1 FIRST FLOOR PLAN - MECHANICAL & PLUMBINGMP1-2 SECOND FLOOR PLAN - MECHANICAL & PLUMBINGMP2-1 OUTLINE SPECIFICATIONS AND SCHEDULES

ED-1 EXISTING FIRE ALARM DEMO - FIRST FLOORED-2 EXISTING FIRE ALARM DEMO - SECOND FLOORE1-1 REVISED FIRE ALARM - FIRST FLOORE1-2 REVISED FIRE ALARM - SECOND FLOORE1-3 SPECIFICATIONS & FIRE ALARM DETAILS

DATE:

COMMISSION No.

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

OWNER

HUGHES ASSOCIATES ARCHITECTS & ENGINEERS, PC656 ELM AVE. SWROANOKE, VIRGINIA 24016540.342.4002PROJECT MANAGER: Jeff Parkhilljparkhill@HughesAE.com

ARCHITECT

T-1SHEET

AR C H I T E CT

Lic. No. 3933

04/19/2016

COVER SHEETPROJECTINFO.

15046

APRIL 19, 2016

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VICINITY MAPNOT TO SCALE

SHEET LIST

PROJECT LOCATION

CONVERSION OF KEEN STREET EIGHT BEDWAIVER RESIDENTIAL GROUP HOME TOAN INTERMEDIATE CARE FACILITYNUMBER: IFB2016ConvertKeenSt

DANVILLE - PITTSYLVANIACOMMUNITY SERVICES505 Keen Street, Danville, VirginiaApril 19, 2016

NUMBER:IFB2016ConvertKeenSt

T-2

CODECOMPLIANCEABBREVIA-TIONS &SYMBOLS

APRIL 19, 2016

15075

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

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LIST OF ABBREVIATIONS

A1-1A1-1.1

A1-1.1A1-1

A1-1A1-1.1

4

104

A

4

DRAWING SYMBOLS

ELEVATION

SECTIONCUT

INTERIORELEVATION

SHEET WHERE ELEV. APPEARSDETAIL NO.SHEET WHERE ELEV. WAS TAKEN

DEMO. NOTE ORTOILET ACCESSORY

DOOR TAG

WINDOW TAG

REVISION NO.

PARTITION TYPE 1

A1-1.1A1-1

ENLARGEDDETAIL ORPLAN

MATERIAL SYMBOLS

EARTH

POROUS FILL(STONE ORGRAVEL)

CAST-IN PLACECONCRETE

CONCRETEMASONRYUNITS

BRICK

STEEL

FINISHWOOD

PLYWOOD

BATTINSULATION

RIGID INSUL.

EIFS/EPS

GYPSUMWALL BOARD

CODE COMPLIANCEGENERAL BUILDING INFORMATIONBUILDING ADDRESS: 505 KEEN ST DANVILLE VAJURISDICTION: CITY OF DANVILLETAX MAP OR PARCEL NO.: N/AZONING: NABUILDING IS LOCATED IN HISTORIC DISTRICT NO YESBUILDING IS LOCATED IN A FLOOD PLAIN (SEE CIVIL) NO YESBUILDING WAS BUILT PRIOR TO 1977 NO YES

(ASBESTOS REPORT SUBMITTED) NO YES N/ABUILDING IS CURRENTLY ACCESSIBLE PER CHAPTER 11 NO YES

ADDITIONAL DRAWINGS TO BE SUBMITTED AT A LATER DATE: FIRE SPRINKLERS FIRE ALARMS

APPLICABLE BUILDING CODES:2012 VIRGINIA CONSTRUCTION CODE (IBC)2012 VIRGINIA RESIDENTIAL CODE2012 VIRGINIA REHABILITATION CODE2012 VIRGINIA ENERGY CONSERVATION CODE2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES2000 LIFE SAFETY CODE - NFPA 101

TYPE OF WORKNEW BUILDING SHELL BUILDING ADDITIONEXISTING BUILDING RENOVATION INT. ALTERATION RECONSTRUCTION

REPAIR CHANGE OF USEREHABILITATION LEVEL 1 LEVEL 2 LEVEL 3

OCCUPANCY INFORMATIONPRIMARY OCCUPANCIES: (USE GROUP IN PROJECT AREA IS A-3; B USE GROUP IS NOT AFFECTED.)ASSEMBLY A-1 A-2 A-3 A-4 A-5B - BUSINESSE- EDUCATIONFACTORY: F-1 F-2HIGH-HAZARD H-1 H-2 H-3 H-4 H-5INSTITUTIONAL I-1 I-2 I-3 I-4 I-2 COND. 1 I-2 COND. 2MERCANTILERESIDENTIAL R-1 R-2 R-3 R-4STORAGE S-1 S-2U - UTILITY

OTHER USES:ACCESSORY USES: NONE PERCENTAGE OF OVERALL AREA: 0%INCIDENTAL USES: NONE

LIFE SAFETYRENOVATION IS NOT EXTENSIVE AND THE BUILDING CONFIGURATION REMAINS UNCHANGED. ALL EXISTING EXIT LOCATIONSCLEARANCES AND CAPACITIES REMAIN THE SAME. ALL EXISTING EXIT SIGNAGE IS TO REMAIN. ALL EGRESS TRAVEL ROUTHESAND DISTANCES REMAIN THE SAME AND ARE UNCHANGED.

SPECIAL OCCUPANCIES402 COVERED OR OPEN MALL 403 HIGH RISE 404 ATRIUM 405 UNDERGROUND406 MOTOR VEHICLE PRIVATE GARAGE PUBLIC GARAGE407 GROUP I-2 408 GROUP I-3 409 PROJECTION 410 STAGE/PLATFORM413 COMBUSTIBLE STORAGE 414 HAZ-MAT 419 LIVE/WORK 422 AMBULATORY CARE

MIXED OCCUPANCY SEPARATED NON-SEPARATED

SEPARATED OCCUPANCY ACTUAL AREA OF OCCUPANCY A + ACTUAL AREA OF OCCUPANCY B <=1 ALLOWABLE AREA OF OCCUPANCY A ALLOWABLE AREA OF OCCUPANCY B

BUILDING DATACONSTRUCTION TYPE:

I-A I-B II-A II-B III-A III-B IV HT V-A V-BMIXED CONSTRUCTION NO YES TYPES

SPRINKLERS NO YES LIMITED AREA NFPA 13 NFPA 13R

BUILDING HEIGHT 31.5 FEET 2 STORIESBASEMENT NO YESMEZZANINE NO YESHIGH RISE NO YES

GROSS BUILDING AREAFLOOR EXISTING (SQ. FT.) NEW (SQ. FT.) SUB-TOTALGROUND/FIRST 5,245 0 5,245SECOND 5,085 0 5,085

BUILDING AREA CALCULATIONS

STORYNO.

USEGROUP

BLDG AREA PERSTORY (ACTUAL)

TABLE 503ALLOWABLEAREA

FRONTAGEINCREASE

SPRINKLERINCREASE

TOTALALLOWABLE

RATIO OFACTUAL TOALLOWABLE

REQUIREDSEPARATION RATING

2 R-4 5245 7000 0 0 7000 100%

BUILDING HEIGHT MODIFICATION CALCULATIONSALLOWABLE HEIGHT (TABLE 503) - 55'-0"/2 STORIESACTUAL HEIGHT 24'-0"/2 STORIES

BUILDING AREA MODIFICATION CALCULATIONSFRONTAGE INCREASES FROM SECTION 506.2 ARE COMPUTED THUS:

PERIMETER FRONTING ON PUBLIC WAY OR OPEN SPACE NATOTAL BUILDING PERIMETER NARATIO (F/P) NA

MINIMUM WIDTH OF PUBLIC WAY NAPERCENT OF FRONTAGE INCREASE If = 100 [(F/P) - 0.25] X W/30 = 75 %

SPRINKLER INCREASE: 0%

FIRE RESISTANCE RATING REQUIREMENTS (HOURS)

BUILDING ELEMENT REQ.RATING

RATINGPROVIDED

DETAIL ANDSHEET NO.

DESIGN NO. OFRATED ASSEMBLY

PRIMARY STRUCTURAL FRAME 0 0 - -EXTERIOR BEARING WALLS 0 0 - -INTERIOR BEARING WALLS 0 0 - -NON-BEARING WALLS & PARTITIONS (EXTERIOR) 0 0 - -NON-BEARING WALLS & PARTITIONS (INTERIOR) 0 0 - -FLOOR CEILING ASSEMBLY 0 0 - -COLUMNS SUPPORTING FLOORS 0 0 - -ROOF CONSTRUCTION, INCLUDING BEAMS &JOISTS 0 0 - -ROOF/CEILING ASSEMBLY 0 0 - -SHAFTS -VERTICAL EXIT ENCLOSURES 1 2 EXISTING -OTHER SHAFTS 0 0 EXISTING -CORRIDOR SEPARATION 1 1 EXISTING -OCCUPANCY SEPARATION 0 0 - -PARTY/FIRE WALL SEPARATION 0 0 - -INCIDENTAL USE SEPARATION 0 0 - -DWELLING/SLEEPING UNIT SEPARATION 0 0 - -TENANT SEPARATION 0 0 - -SMOKE BARRIER SEPARATION 1 1 EXISTING -

EXIT REQUIREMENTS

FLOOR, ROOM AND/OR SPACEDESIGNATION

MIN.NO.EXITSREQ.

NO.PROVIDED

ALLOW.TRAVELDISTANCE

ACTUALTRAVELDISTANCE

REQ.DISTANCEBET/EXITDOORS

ACTUALDISTANCEBET/EXITDOORS

RESIDENTIAL 2 2 200 110 55 110

OCCUPANT LOAD CALCULATION

USE GROUPAND/OR SPACEDESIGNATION

AREA(S.F.)

AREAPEROCCUP.

NO. OFOCCUP.

EGRESSWIDTHPER OCC.OFSTAIRS(1005)

REQ.WIDTHOFSTAIRS

WIDTHOFSTAIRSPROV'D

EGRESSWIDTHPER OCC.OTHERELEMS(1005)

REQ.WIDTHOFOTHERELEMS.

WIDTHOFOTHERELEMS.PROV'D.

RESIDENTIAL A-4 5245 200 SF 26 .3 7.8 44 0.2 5.2 69

LIFE SAFETY SYSTEM REQUIREMENTS REQUIRED PROVIDED

EMERGENCY LIGHTING NO YES NO YESEXIT SIGNS NO YES NO YESFIRE ALARM NO YES NO YESSMOKE DETECTION NO YES NO YESPANIC HARDWARE NO YES NO YES

PLUMBING FIXTURE REQUIREMENTS

OCCUPANCYWATERCLOSETS(MALE)

WATERCLOSETS(FEMALE)

URINALSLAVS.(MALE)

LAVS.(FEMALE)

SHOWERTUBS

DRINKINGFOUNTAIN

SERVICESINKS

RESIDENTIAL A-4 1 PER 20 1 PER 20 1 PER 10 1 PER 100 1

TOTAL REQUIRED 2 2 2 1 1

TOTAL PROVIDED 4 5 0 9 2 1

PLAN SYMBOLS

AR C H I T E CT

Lic. No. 3933

04/19/2016

D-1

FIRST FLOORPLAN -DEMOLITION

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

DJP

15046

APRIL 19, 2016

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NUMBER:IFB2016ConvertKeenSt

AR C H I T E CT

Lic. No. 3933

05/12/2016

FIRST FLOOR PLAN - DEMOLITIONSCALE: 1/4" = 1'-0"

GENERAL DEMOLITION NOTES CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF ALL DEMOLITION DEBRIS ANDMATERIAL DURING PROJECT DEMOLITION AND CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR HAZARDOUS MATERIAL TESTING IF HE SUSPECTSHAZARDOUS MATERIAL IS PRESENT. TEST RESULTS SHALL BE FORWARDED TO OWNER TOREVIEW AND DECIDE ON HOW TO PROCEED.

CONTRACTOR SHALL FIELD VERIFY LOAD BEARING WALLS PRIOR TO REMOVING ANY PORTIONOF ANY WALL. ANY LOAD BEARING WALL THAT IS TO BE REMOVED OR MODIFIED SHALL HAVETEMPORARY FRAMED SUPPORT WALLS ON EACH SIDE PRIOR TO REMOVAL.

REMOVE ALL EXISTING SMOKE DETECTOR DEVICES, PATCH CEILING OR WALL BACK TO MATCHADJACENT SURFACES AFTER REMOVAL.

NORTH

2' 4'0 8'

DEMO NOTES SAWCUT AREA IN FLOOR SLAB FOR DRAIN PIPING, SEE PLUMBING DEMO ON SHEET MPD-1.

REMOVE WALL

REMOVE PORTION OF WALL, COORDINATE WITH NEW WORK.

REMOVE DOOR AND WOOD FRAME, INSTALL A ONE HOUR RATED HOLLOW METAL FRAME ANDRE-HANG EXISTING DOOR ON NEW H.M. FRAME. (SEE ALTERNATE ON #1 ON SHEET A1-1)

PREPARE ALL WOOD WAINSCOT FOR PAINTING. PREP WAINSCOTING PER THE PAINTMANUFACTURERS SPECIFIC INSTRUCTIONS.

REMOVE EXISTING WALL GRILLE, REPLACE AND INSTALL A NEW GRILLE EQUIPPED WITH A ONEHOUR RATED FIRE DAMPER ASSEMBLY. PATCH, REPAIR AND PAINT WALL SURFACE FLUSH ANDSMOOTH ONCE NEW GRILLE AND DAMPER ARE INSTALLED.

REMOVE CEILING AS REQUIRED, COORDINATE WITH NEW WORK.

REMOVE BATHROOM ACCESSORY AND RETURN TO OWNER.

REMOVE CEILING AS REQUIRED TO ACCESS SPRINKLER PIPING FOR INSTALLATION OF FLOWDETECTION SWITCH ON SPRINKLER PIPE SUPPLYING THE HEADS.(SEE ALTERNATE # 2 ON SHEET A1-1)

REMOVE VCT TILE, CLEAN AND REMOVE ALL MASTIC ADHESIVE FROM FLOOR SLAB AND PREPFOR NEW WORK.

REMOVE DOOR, SALVAGE AND RETURN TO OWNER.

1

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5

6

7

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9

10

11

1

MAY 12 20161

MARCH 06 20172

D-2

SECONDFLOOR PLAN -DEMOLITION

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

DJP

15046

APRIL 19, 2016

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NUMBER:IFB2016ConvertKeenSt

AR C H I T E CT

Lic. No. 3933

05/12/2016

SECOND FLOOR PLAN - DEMOLTIONSCALE: 1/4" = 1'-0"

NORTH GENERAL DEMOLITION NOTES CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF ALL DEMOLITION DEBRIS ANDMATERIAL DURING PROJECT DEMOLITION AND CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR HAZARDOUS MATERIAL TESTING IF HE SUSPECTSHAZARDOUS MATERIAL IS PRESENT. TEST RESULTS SHALL BE FORWARDED TO OWNER TOREVIEW AND DECIDE ON HOW TO PROCEED.

CONTRACTOR SHALL FIELD VERIFY LOAD BEARING WALLS PRIOR TO REMOVING ANY PORTIONOF ANY WALL. ANY LOAD BEARING WALL THAT IS TO BE REMOVED OR MODIFIED SHALL HAVETEMPORARY FRAMED SUPPORT WALLS ON EACH SIDE PRIOR TO REMOVAL.

REMOVE ALL EXISTING SMOKE DETECTOR DEVICES, PATCH CEILING OR WALL BACK TO MATCHADJACENT SURFACES AFTER REMOVAL.

2' 4'0 8'

DEMO NOTES SAWCUT FLOOR SLAB FOR DRAIN PIPING, COORDINATE WITH NEW PLUMBING WORK.

REMOVE WALL

REMOVE PORTION OF WALL, COORDINATE WITH NEW WORK.

REMOVE DOOR AND WOOD FRAME, INSTALL A ONE HOUR RATED HOLLOW METAL FRAME ANDRE-HANG EXISTING DOOR ON NEW H.M. FRAME. (SEE ALTERNATE #1 ON SHEET A1-2)

PREPARE ALL WOOD WAINSCOT FOR PAINTING. PREP WAINSCOTING PER THE PAINTMANUFACTURERS SPECIFIC INSTRUCTIONS.

REMOVE EXISTING WALL GRILLE, REPLACE AND INSTALL A NEW GRILLE EQUIPPED WITH A ONEHOUR RATED FIRE DAMPER ASSEMBLY. PATCH, REPAIR AND PAINT WALL SURFACE FLUSH ANDSMOOTH ONCE NEW GRILLE AND DAMPER ARE INSTALLED.

REMOVE CEILING AS REQUIRED, COORDINATE WITH NEW WORK.

REMOVE BATHROOM ACCESSORY AND RETURN TO OWNER.

REMOVE CEILING AS REQUIRED TO ACCESS SPRINKLER PIPING FOR INSTALLATION OF FLOWDETECTION SWITCH ON SPRINKLER PIPE SUPPLYING THE HEADS.(SEE ALTERNATE #2 ON SHEET A1-2).

NOT USED.

REMOVE DOOR, SALVAGE AND RETURN TO OWNER.

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9

10

11

MARCH 06 20172

A1-1

FIRST FLOORPLAN - NEWWORK

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

DJP

15046

APRIL 19, 2016

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NUMBER:IFB2016ConvertKeenSt

AR C H I T E CT

Lic. No. 3933

05/12/2016

FIRST FLOOR PLAN - NEW WORKSCALE: 1/4" = 1'-0"

NORTH

GENERAL NOTES SEE ELECTRICAL DRAWINGS FOR FIRE ALARM AND SMOKE DETECTOR CHANGES AND WORK.

ALL NEW WALL SURFACES SHALL BE PRIMED AND PAINTED.

ALL JOINTS SEAMS AND GAPS WHERE TWO MATERIALS MEET SHALL BE SEALED WITH CAULKING

ALL WALL, CEILING AND FLOOR AREAS THAT REQUIRE BEING DISTURBED, MODIFIED, CUT ORPARTIALLY REMOVED DURING CONSTRUCTION SHALL BE PATCHED BACK FLUSH AND PAINTED TOMATCH EXISTING ADJACENT WALL SURFACES.

EXISTING BUILDING PARTIALLY SPRINKLERED

FIRST FLOOR = 5,245 S.F.SECOND FLOOR = 5,085 S.F.

TOTAL FOR BUILDING 10,330 S.F.

NEW WORK NOTES ONE HOUR RATED WALL WITH ONE HOUR RATED DOOR AND FRAME.

ONE HOUR SHAFT WALL SYSTEM ON EXISTING MASONRY WALL - (SEE ALTERNATE #2).

DOORS TO BEDROOMS AND CORRIDORS SHALL BE 20 MINUTE RATED, HUNG ON HOLLOW METALFRAMES AND EQUIPPED WITH A CLOSER AND LATCHSET.

PAINT WAINSCOTING PANELING AND WAINSCOT TRIM WITH INTUMESCENT PAINT.

FRAME AND PATCH WALL TO BE FLUSH AND SMOOTH WITH ADJACENT EXISTING WALL SURFACES.

VCT FLOOR TILE, COLOR AND PATTERN SHALL BE SELECTED BY OWNER.

RUBBER BASE, COLOR AND STYLE SHALL BE SELECTED BY OWNER.

PATCH FLOOR AND CEILING BACK AS REQUIRED AT NEW WALLS AND WHERE UTILITIES WEREINSTALLED, NEW CEILING SHALL BE FLUSH WITH ADJACENT SURFACES AND MATCH IN TEXTUREAND COLOR.

PATCH AND PAINT WALL AND OR CEILING WHERE DISTURBED FLUSH TO MATCH EXISTINGADJACENT SURFACE.

INSTALL NEW GRILLE EQUIPPED WITH A ONE HOUR RATED FIRE DAMPER ASSEMBLY. PATCH,REPAIR AND PAINT WALL SURFACE FLUSH AND SMOOTH ONCE NEW GRILLE AND DAMPER AREINSTALLED.

BLOCKING AS REQUIRED FOR GRAB BARS.

1

2

3

4

INTERIOR ELEVATIONSCALE: 3/8" = 1'-0"

A1-1.1A1-1

A1-1.1A1-1

2' 4'0 8'

5

6

7

8

ALTERNATE NOTES ALTERNATE #1

REMOVE AND RE-INSTALL EXISTING DOORS IN NEW HOLLOW METAL FRAMES COORDINATED WITHEXISTING HINGE AND LATCH LOCATIONS IN LIEU OF PROVIDING NEW RATED DOORS ASSCHEDULED.

ALTERNATE #2

PROVIDE FIRE SPRINKLER SYSTEM FLOW DETECTION SENSOR SWITCH DEVICES TO BECOMPATIBLE WITH AND CONNECTED TO THE FIRE ALARM SYSTEM IN LIEU OF THE INSTALLING THESHAFT WALL SYSTEM.

9

10

11

A1-1.1A1-1

SIM

ILAR

MAY 12 2016

1

1

MARCH 06 20172

A1-2

SECONDFLOOR PLAN -NEW WORK

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

DJP

15046

APRIL 19, 2016

CON

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NUMBER:IFB2016ConvertKeenSt

AR C H I T E CT

Lic. No. 3933

05/12/2016

SECOND FLOOR PLAN - NEW WORKSCALE: 1/4" = 1'-0"

NORTH

2' 4'0 8'

ALTERNATE NOTES ALTERNATE #1

REMOVE AND RE-INSTALL EXISTING DOORS IN NEW HOLLOW METAL FRAMES COORDINATED WITHEXISTING HINGE AND LATCH LOCATIONS IN LIEU OF PROVIDING NEW RATED DOORS ASSCHEDULED.

ALTERNATE #2

PROVIDE FIRE SPRINKLER SYSTEM FLOW DETECTION SENSOR SWITCH DEVICES TO BECOMPATIBLE WITH AND CONNECTED TO THE FIRE ALARM SYSTEM IN LIEU OF THE INSTALLING THESHAFT WALL SYSTEM.

GENERAL NOTES SEE ELECTRICAL DRAWINGS FOR FIRE ALARM AND SMOKE DETECTOR CHANGES AND WORK.

ALL NEW WALL SURFACES SHALL BE PRIMED AND PAINTED.

ALL JOINTS SEAMS AND GAPS WHERE TWO MATERIALS MEET SHALL BE SEALED WITH CAULKING

ALL WALL, CEILING AND FLOOR AREAS THAT REQUIRE BEING DISTURBED, MODIFIED, CUT ORPARTIALLY REMOVED DURING CONSTRUCTION SHALL BE PATCHED BACK FLUSH AND PAINTED TOMATCH EXISTING ADJACENT WALL SURFACES.

NEW WORK NOTES ONE HOUR RATED WALL WITH ONE HOUR RATED DOOR AND FRAME.

ONE HOUR SHAFT WALL SYSTEM ON EXISTING MASONRY WALL - (SEE ALTERNATE #2).

DOORS TO BEDROOMS AND CORRIDORS SHALL BE 20 MINUTE RATED, HUNG ON HOLLOW METALFRAMES AND EQUIPPED WITH A CLOSER AND LATCHSET.

PAINT WAINSCOTING PANELING AND WAINSCOT TRIM WITH INTUMESCENT PAINT.

FRAME AND PATCH WALL TO BE FLUSH AND SMOOTH WITH ADJACENT EXISTING WALL SURFACES.

VCT FLOOR TILE, COLOR AND PATTERN SHALL BE SELECTED BY OWNER.

RUBBER BASE, COLOR AND STYLE SHALL BE SELECTED BY OWNER.

PATCH FLOOR AND CEILING BACK AS REQUIRED AT NEW WALLS AND WHERE UTILITIES WEREINSTALLED, NEW CEILING SHALL BE FLUSH WITH ADJACENT SURFACES AND MATCH IN TEXTUREAND COLOR.

PATCH AND PAINT WALL AND OR CEILING WHERE DISTURBED FLUSH TO MATCH EXISTINGADJACENT SURFACE.

INSTALL NEW GRILLE EQUIPPED WITH A ONE HOUR RATED FIRE DAMPER ASSEMBLY. PATCH,REPAIR AND PAINT WALL SURFACE FLUSH AND SMOOTH ONCE NEW GRILLE AND DAMPER AREINSTALLED.

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MARCH 06 20172

A2-1

DOORSCHEDULESAND TYPICALDETAILS

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

DJP

15046

APRIL 19, 2016

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NUMBER:IFB2016ConvertKeenSt

AR C H I T E CT

Lic. No. 3933

05/12/2016

REMARKSHDWRAT'GFIRE

T'HOLDDETAIL

MATR'LTYPE

FRAME

SIZE LOUVERGLASSFINISHTYPEMATR'L

THICK.HEIGHTWIDTH

MARK

DOOR

FIRST FLOOR

J. H. S.OR U.C.

111 1 3/4"6'-8"3'-0"

DOOR SCHEDULE

130

131

1 3/4"6'-8"3'-0"

1 3/4"6'-8"2'-8"

DOOR HARDWARE SCHEDULESET NO. 1

SET NO. 2

QTY. INTERIOR - PASSAGE LATCHSETNON FIRE RATED

3 4 12"x4 12" BALL BEARING HINGES SILENCERS

1 EA. WALL STOP

1 3/4"6'-8"2'-8"129

F-1

F-1

F-1

F-1

NAT

NAT

NAT

NATNAT

WOOD

WOOD

WOOD

WOOD

A

A

A

A

--

--

--

--

--

--

--

-- H. METAL

H. METAL

H. METAL

H. METAL

INTERIOR - PRIVACY LOCKSETNON FIRE RATED

3 4 12"x4 12" BALL BEARING HINGESSILENCERS

SET NO. 3 INTERIOR - PRIVACY LOCKSETFIRE RATED

3 4 12"x4 12" BALL BEARING HINGES1 CLOSER

SILENCERS

21 - -

21 - -

21 - -

21 - -

SET NO. 4 INTERIOR - LOCKSETFIRE RATED

3 4 12"x4 12" BALL BEARING HINGES1 CLOSER

SILENCERS

3

2

1

1

NOTES:

ONLY DOORS AFFECTED BY THE CONTRACT HAVE BEEN LISTED IN THE DOOR SCHEDULE.

FIELD VERIFY EXISTING DOOR SIZE PRIOR TO REUSING EXISTING DOOR AND OR FRAME.

1.

2.

1 3/4"6'-8"2'-8"109 F-1NATWOOD A -- -- H. METAL 21 - - 1

110 1 3/4"6'-8"2'-8" F-1NATNATWOOD A -- -- H. METAL 21 - - 1

MAY 12 20161

MARCH 06 20172

MP1-1

FIRST FLOORPLAN -MECHANICAL& PLUMBING

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

DJP

15046

APRIL 19, 2016

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AR C H I T E CT

Lic. No. 3933

05/12/2016

FIRST FLOOR PLAN - MECH & PLUMBINGSCALE: 1/4" = 1'-0"

NORTH

NEW WORK NOTES NEW PLUMBING FIXTURE - SEE FIXTURE SCHEDULE.

NEW ROLL IN SHOWER - SEE FIXTURE SCHEDULE.

EXTEND, RE-WORK AND CONNECT NEW DRAIN & VENT PIPING TO EXISTING DRAIN & VENT ASREQUIRED. FIELD VERIFY BEST ROUTE PRIOR TO ROUGH-IN.

EXTEND, RE-WORK AND CONNECT HOT & COLD SUPPLY PIPING TO EXISTING HOT & COLD ASREQUIRED. FIELD VERIFY BEST ROUTE PRIOR TO ROUGH-IN.

NEW SPRINKLER PIPE FLOW SWITCH DEVICE FOR FIRE ALARM SYSTEM. (ALTERNATE)

NEW GRILLE WITH 1 HOUR RATED FIRE DAMPER.

COORDINATE VENT PIPING PATH UP THROUGH EXISTING CHASE. COORDINATE ALTERNATE ROUTEWITH OTHER TRADES AS REQUIRED.

GENERAL NOTES SEE OUTLINE SPECIFICATIONS ON SHEET MP2-1 FOR PLUMBING REQUIREMENTS.

SEE OUTLINE SPECIFICATIONS ON SHEET MP2-1 FOR HVAC REQUIREMENTS.

1

2

3

4

5

PARTIAL PLAN - SUPPLY PIPINGSCALE: 1/4" = 1'-0"

NORTH

6

PARTIAL PLAN - ELECTRICALSCALE: 1/4" = 1'-0"

NORTH

7

PARTIAL PLAN - SUPPLY PIPINGSCALE: 1/4" = 1'-0"

NORTH

PARTIAL PLAN - ELECTRICALSCALE: 1/4" = 1'-0"

NORTH

1

1

MAY 12 20161

1

MP1-2

SECONDFLOOR PLAN -MECHANICAL& PLUMBING

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

DJP

15046

APRIL 19, 2016

CON

VERS

ION

OF

KEEN

STR

EET

EIGH

T BE

DRO

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WAI

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IA

AR C H I T E CT

Lic. No. 3933

05/12/2016

SECOND FLOOR PLAN - MECH & PLUMBINGSCALE: 1/8" = 1'-0"

NORTH

NEW WORK NOTES NEW PLUMBING FIXTURE - SEE FIXTURE SCHEDULE.

NEW ROLL IN SHOWER - SEE FIXTURE SCHEDULE.

EXTEND, RE-WORK AND CONNECT NEW DRAIN & VENT PIPING TO EXISTING DRAIN & VENT ASREQUIRED. FIELD VERIFY BEST ROUTE PRIOR TO ROUGH-IN.

EXTEND, RE-WORK AND CONNECT HOT & COLD SUPPLY PIPING TO EXISTING HOT & COLD ASREQUIRED. FIELD VERIFY BEST ROUTE PRIOR TO ROUGH-IN.

NEW SPRINKLER PIPE FLOW SWITCH DEVICE FOR FIRE ALARM SYSTEM.

NEW GRILLE WITH 1 HOUR RATED FIRE DAMPER.

COORDINATE VENT PIPING PATH UP THROUGH EXISTING CHASE. COORDINATE ALTERNATE ROUTEWITH OTHER TRADES AS REQUIRED.

CONNECT NEW VENT PIPE TO NEAREST EXISTING VENT PIPE IF POSSIBLE, OTHERWISE PROVIDENEW VENT PIPE PENETRATION THRU ROOF WITH WEATHERPROOF VENT FLASHING BOOT.

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MP2-1

OUTLINESPECS ANDSCHEDULES

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

DJP

15046

APRIL 19, 2016

CON

VERS

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OF

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EIGH

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AR C H I T E CT

Lic. No. 3933

05/12/2016

PLUMBING OUTLINE SPECIFICATIONS ALL WORK SHALL COMPLY WITH THE 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE.

PLUMBING EQUIPMENT, MATERIALS AND LABOR SHALL ALL INCLUDE A MINIMUM WARRANTYPERIOD OF ONE (1) YEAR.

DRAWINGS INDICATE GENERAL LAYOUT OF PIPING AND EQUIPMENT. COORDINATE INSTALLATIONWITH OTHER TRADES AND PROVIDE ADDITIONAL FITTINGS, OFFSETS AND TRANSITIONS ASREQUIRED. SEE ARCHITECTURAL DRAWINGS FOR CRITICAL INSTALLATION DIMENSIONS.

FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BID, FABRICATION OR ORDERING OFEQUIPMENT. VERIFY SITE CONDITIONS INCLUDING LOCATION FOR CONNECTIONS OF WATER ANDSANITARY WASTER PIPING.

MOST EXISTING PIPING IS NOT SHOWN ON THESE DRAWINGS. WHERE EXISTING PIPING IS SHOWN, ITIS FOR INFORMATION PURPOSES ONLY. ACTUAL LOCATION OF EXISTING PIPE MAY VARY FROMWHAT IS SHOWN. VERIFY EXISTING CONSTRUCTION IN THE FIELD PRIOR TO BIDDING ANDCOMMENCING CONSTRUCTION. IF EXISTING PIPES ARE SMALLER THAN INDICATED SIZE, NOTIFYTHE A&E IMMEDIATELY.

THE EXISTING BUILDING WILL BE OCCUPIED DURING THE ENTIRE PERIOD OF CONSTRUCTIONCOORDINATE ALL WORK WITH THE OWNER IN ORDER TO MINIMIZE DISRUPTION OF THE USE OF THEEXISTING BUILDING. ALL ELECTRICAL AND PLUMBING UTILITY SERVICE INTERRUPTIONS ANDOUTAGES SHALL BE COORDINATED AND SCHEDULED WITH OWNER PRIOR TO OUTAGE.

IN ADDITION TO DEMOLITION WORK INDICATED, PROVIDE MISCELLANEOUS SELECTIVEDEMOLITION OF EXISTING CONSTRUCTION AS REQUIRED FOR PROPER INSTALLATION OF THEPROPOSED CONSTRUCTION. REMOVE ALL COMPONENTS WHICH ARE NOT REQUIRED FOR THEPROPOSED CONSTRUCTION INCLUDING HANGERS, ANCHORS, MOUNTING BRACKETS AND OTHERMISCELLANEOUS COMPONENTS. THESE DRAWINGS DO NOT PURPORT TO SHOW ALLMISCELLANEOUS DEMOLITION.

COORDINATE ALL WORK WITH FIRE RATED ASSEMBLIES. PROVIDE FIRESTOPPING AT WALL ANDFLOOR PENETRATIONS OF RATED WALL AND FLOOR ASSEMBLIES.

PROVIDE ALL MISCELLANEOUS COMPONENTS REQUIRED FOR A COMPLETE AND PROPERINSTALLATION, WHETHER OR NOT THESE COMPONENTS ARE SPECIFIED HEREIN.

MOUNT ALL EQUIPMENT PLUMB AND LEVEL WITH SUBSTANTIAL FASTENERS SUITABLE FOR THELOAD. ALL COMPONENTS SHALL BE RIGIDLY ANCHORED FOR LONG LIFE UNDER HARD USE.

SANITARY WASTE AND VENT PIPING THAT IS ABOVE GROUND SHALL BE A SCHEDULE 40 DWVPVC, ASTM D2665 WITH SOLVENT WELDED JOINTS MADE WITH ASTM D2564 SOLVENT CEMENT.

PROVIDE CLEANOUTS FOR SANITARY AND ROOF LEADER PIPING AS REQUIRED BY CODE, AT 90DEGREE ELBOWS AND AT BASE OF STACKS.

ISOLATION VALVES FOR DOMESTIC WATER SUPPLY PIPING SHALL BE BALL VALVES, MSS SP-110,CLASS 150 WITH LEVER HANDLE.

METAL ACCESS PANELS SHALL BE PROVIDED AT ALL LOCATIONS WHERE SHUT-OFF VALVES AREINSTALLED BUT WOULD NOT BE ACCESSIBLE ONCE CONSTRUCTION IS COMPLETE, PAINT ACCESSPANEL TO MATCH WALL.

PLUMBING FIXTURES SHALL BE WHITE VITREOUS CHINA UNLESS INDICATED OTHERWISE AND SHALLBE IN COMPLIANCE WITH ASME A112.19.2 AND MEET ADA REQUIREMENTS WHERE REQUIREDINSTALL PER MANUFACTURERS INSTRUCTIONS AND CAULK TO WALL AND FLOOR SURFACES WITHCOLOR TO MATCH FIXTURE.

PROVIDE CHROME ESCUTCHEONS AT PIPE PENETRATIONS OF WALLS AND FLOORS. EXPOSEDTRIMS AND FIXTURE SUPPLY PIPES SHALL BE POLISHED CHROMIUM PLATED FINISH.

PERFORM TESTING OF WATER, SANITARY AND VENT PIPING PER VIRGINIA PLUMBING CODE.DISINFECT WATER SUPPLY PIPING PER LOCAL HEALTH DEPARTMENT REQUIREMENTS. PROVIDEALL NECESSARY TESTS AND COORDINATE INSPECTIONS AND APPROVAL PER LOCALREQUIREMENTS.

SPRINKLER SYSTEM DEVICES SUCH AS THE FLOW SWITCH SHALL BE COORDINATED WITH FIREALARM SYSTEM. CONTRACTOR SHALL VERIFY THAT PROVIDED FLOW SWITCH IS COMPATIBLEWITH THE PROVIDED FIRE ALARM SYSTEM.

PIPE TURNING UP

PIPE TURNING DOWN

SANITARY LINE

HOT WATER SUPPLY

COLD WATER SUPPLY

DESCRIPTION

SYMBOL LEGENDSYMBOL

SANITARY VENT

VALVE

CLEAN OUT

TEE OFF BOTTOM OF LINE

CO

WALL CLEAN OUTCO

CONNECT TO EXISTING

PLUMBING

MECHANICAL OUTLINE SPECIFICATIONS ALL WORK SHALL COMPLY WITH THE 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE.

DRAWINGS INDICATE GENERAL LAYOUT OF PIPING, DUCTWORK AND EQUIPMENT. CONTRACTORSHALL INVESTIGATE ALL STRUCTURAL, ELECTRICAL AND FINISH CONDITIONS THAT COULDPOTENTIALLY AFFECT THE WORK AND SHALL ARRANGE THE MECHANICAL WORK ACCORDINGLY.PROVIDE ADDITIONAL FITTINGS, OFFSETS AND TRANSITIONS AS REQUIRED TO PROPERLYCOMPLETE THE NECESSARY WORK, WHETHER OR NOT SUCH COMPONENTS ARE INDICATED ONTHE DRAWINGS.

FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BID, FABRICATION OR ORDERING OFEQUIPMENT.

IN ADDITION TO DEMOLITION WORK INDICATED, PROVIDE MISCELLANEOUS SELECTIVEDEMOLITION OF EXISTING CONSTRUCTION AS REQUIRED FOR PROPER INSTALLATION OF THEPROPOSED NEW DEVICES, COMPONENTS AND EQUIPMENT. REMOVE ALL COMPONENTS WHICHARE NOT REQUIRED FOR THE PROPOSED NEW WORK INCLUDING HANGERS, ANCHORS, MOUNTINGBRACKETS AND OTHER MISCELLANEOUS COMPONENTS. THESE DRAWINGS DO NOT PURPORT TOSHOW ALL MISCELLANEOUS DEMOLITION.

COORDINATE ALL WORK WITH FIRE RATED ASSEMBLIES. PROVIDE FIRESTOPPING AT WALLPENETRATIONS OF RATED WALL ASSEMBLIES.

PROVIDE ALL MISCELLANEOUS COMPONENTS REQUIRED FOR A COMPLETE AND PROPERINSTALLATION, WHETHER OR NOT THESE COMPONENTS ARE SPECIFIED HEREIN.

FLEXIBLE DUCTWORK SHALL HAVE STEEL WIRE HELIX REINFORCEMENT, CONTINUOUS INNER LINER,R6 (R8 FOR ATTICS) FIBERGLASS INSULATION AND OUTER JACKET TO COMPLY WITH UL 181,CLASS 1. DIAMETER OF FLEX DUCT SHALL MATCH DIFFUSER INLET SIZE. SUPPORT EVERY FOUR(4) FEET WITH A MAXIMUM OF 1" SWAG. MAXIMUM LENGTH OF ANY FLEX DUCT SHALL NOT EXCEEDEIGHT (8) FEET.

FIRE DAMPERS SHALL BE 1 HOUR RATED AS INDICATED ON THE PLANS, UL LISTED, STYLE B OUTOF AIRSTREAM, DYNAMIC TYPE. PROVIDE INSULATED DUCT ACCESS DOOR ADJACENT TO ALLDAMPERS. COORDINATE MOUNTING ANGLES AND SLEEVE LENGTH WITH RATED WALLCONSTRUCTION AND INSTALL PER MANUFACTURERS UL INSTALLATION INSTRUCTIONS. PROVIDEOUT-OF-WALL STYLE FIRE DAMPERS AND MOUNTING ANGLES WHERE REQUIRED.

PLUMBING EQUIPMENT SCHEDULE& CAT. NO.

EQUIPMENT MANUFACTURERDESCRIPTION NOTES AND REMARKSS/W VENT C.W. H.W.& CAT. NO.PIPING CONNECTIONS IN

WC-1

LAV-1 OVAL LAVATORY SINK AMERICAN STANDARD FAUCET #7385.004, O.5GPM AERATOR, GRID STRAINER, ANGLE SUPPLIES

SH-1 COMFORT DESIGNSROLL-IN SHOWER

4" 2" 1/2" -LOW FLOW TANK TYPE WATER

CLOSET - ADAAMERICAN STANDARD ELONGATED, 1.6GPF, PROVIDE WITH CHURCH

SEAT #295C

MV-1 - - 1/2" 1/2"THERMOSTATIC MIXING VALVE

TS-1 TUB / SHOWER

AMERICAN STANDARD

AND STOPS, TRUEBRO ADA PIPE INSUALTION KIT

WATTS L111 UNDER SINK

INCLUDE WITH: FULL WOOD BACKING (FWB), L-BAR(LS), VERICAL BAR (VS), FOLD DOWN SEAT (PH),CURTAIN ROD (CRS) WITH CURTAIN (CVW), MIXINGVALVE (PB), HAND HELD SHOWER ASSEMBLY (HH)

COMFORT DESIGNS INCLUDE WITH: WALL REINFORCENT (TC), GRAB BAR(VS), CURTAIN ROD (CRS) WITH CURTAIN (CVW)MIXING VALVE (PB), HAND HELD SHOWER ASSEMBLY(HH) ANITMICROBIAL OPTION (SS)

AND ANITMICROBIAL OPTION (SS)

NOTES:

CONTRACTOR SHALL PROVIDE EXACT FIXTURES OR ACCESSORIES LISTED IN THE SCHEDULE. ANY SUBSTITUTIONS TO BE CONSIDERED SHALL BE SUBMITTED TO THEARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING.

COMFORT DESIGNS CONTACT INFO:800-443-7269comfortdesignsbathware.comLOCAL REP:REPSOURCE - MidAtlantic804-550-0025Steve Preas

C0 FLOOR CLEAN OUT 4" - - -ZURN CO-2451NICKEL BRONZE ADJUSTABLEHEAD ASSEMBLY

ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITHTHE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE, ANDTHE 2012 INTERNATIONAL BUILDING CODE.

THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIAL,AND LABOR TO SATISFY A COMPLETE AND WORKING SYSTEMWHETHER SPECIFIED OR IMPLIED.

THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICA-TIONS AND PAY ANY AND ALL FEES AS REQUIRED.

CIRCUIT HOME RUNS ARE DIAGRAMMATICALLY SHOWN ON THEDRAWINGS. FINAL ROUTING OF THE CONDUITS SHALL BE DET-ERMINED BY THE ELECTRICAL CONTRACTOR. CONTRACTOR TO

FIELD MOUNTED DEVICES SUCH AS SWITCHES AND RECEPTACLESETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION. SWITCHESSHALL BE LOCATED @ 48" ABOVE FINISHED FLOOR, RECEPTACLESSHALL BE @ 18" ABOVE FINISHED FLOOR AND COUNTERTOP GFCI RECEPTACLES SHALL BE @ 48" ABOVE FINISHED FLOOR.

CIRCUIT WIRING SHALL BE 12/2 MC CABLE WITH GROUND FOR ALL20 AMP CIRCUITS AND 14/2 MC CABLE WITH GROUND FOR ALL 15AMP CIRCUITS. CONTRACTOR SHALL VERIFY EXISTING CIRCUIT SIZEPRIOR TO MODIFYING AND ADDING DECICES.

CIRCUITS MORE THAN 75 FEET IN LENGTH SHALL BE MADE WITH #10 AWG OR LARGER AS REQUIRED TO LIMIT VOLTAGEDROP OF THE FEEDER AND BRANCH CIRCUITS UNDER 5 PERCENT.

THE TYPE OF CONDUIT SHALL BE AS FOLLOWS FOR ALL FEEDERSAND DISTRIBUTION CIRCUITS, UNLESS OTHERWISE SPECIFIED.

APPLICATION TYPE OF CONDUIT

FROM PANELS TO HVAC EQUIPMENTBRANCH CIRCUITS EMT OR MC CABLE

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL GROUNDINGSYSTEMS (AS REQUIRED) IN ACCORDANCE WITH THE 2014 NATIONALELECTRIC CODE.

ALL ELECTRIC MATERIALS AND EQUIPMENT FOR THE PROJECTSHALL BE NEW AND U.L. OR EQUALLY APPROVED.

SUBMIT TO THE OWNER CERTIFICATES OF INSPECTIONS IN DUPLICATEFROM THE AUTHORITY HAVING JURISDICTION UPON COMPLETION.

ALL RECEPTACLES INSTALLED IN BATHROOMS, KITCHENS, OR WITHIN6 FEET OF LAVATORY SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION.

ALL RECEPTACLES SHALL BE GROUNDING TYPE UNLESS OTHERWISE NOTED.

NEW EQUIPMENT WITH OWNERS AGENTS.CONTRACTOR TO CONFIRM EXACT LOCATION OF EXISTING AND

ALL ELECTRICAL WORK FOR NEW EQUIPMENT SHALL BE COORDINATEDWITH THE EQUIPMENT VENDOR PRIOR TO ROUGH-IN.

LIGHT FIXTURE SUBMITTALS FOR A/E APPROVAL ON SUBSTITUTES. NEW LIGHTING TO BE AS SCHEDULED OR APPROVED EQUAL. PROVIDE

ELECTRICAL OUTLINE SPECIFICATIONS

9.

10.

11.

12.

13.

14.

15.

16.

ROUTE CONDUIT AND WIRING IN A NEAT EFFICIENT MANNER.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING NEW PANEL DIRECTORIESFOR ALL PANELS WHERE CIRCUITS ARE DERIVED. CONTRACTOR TO

17.

CONFIRM PANEL CIRCUIT DESCRIPTIONS FOR EXISTING CIRCUITS.

EMT

1.

2.

3.

4.

5.

6.

7.

8.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CIRCUITSTHAT ARE DISTURBED OR RECONFIGURED. CONTRACTOR SHALL VERIFY

18.

LOAD AND CAPACITY FOR ALL DISTURBED CIRCUITS PRIOR TO MODIFYING.

LIGHT FIXTURE SCHEDULE

ROUND SURFACE MOUNT FIXTURE WITH TWIXT OFF GLOBE, MATCH EXISTING, FIELDVERIFY MANUFACTURER AND MODEL #.

WALL MOUNT FIXTURE - FIXTURE SHALL BE SELECTED BY OWNER.

6" RECESSED CAN LIGHT WITH SHOWER TRIM.

A

C

B

SPRINKLER FLOW SWITCH

MPD-1

FIRST FLOORPLAN -MECHANICAL& PLUMBINGDEMOLITION

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

DJP

15046

APRIL 19, 2016

CON

VERS

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OF

KEEN

STR

EET

EIGH

T BE

DRO

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WAI

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DAN

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AR C H I T E CT

Lic. No. 3933

05/12/2016

FIRST FLOOR PLAN - DEMOLITIONSCALE: 1/4" = 1'-0"

GENERAL DEMOLITION NOTES CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF ALL DEMOLITION DEBRIS ANDMATERIAL DURING PROJECT DEMOLITION AND CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR HAZARDOUS MATERIAL TESTING IF HE SUSPECTSHAZARDOUS MATERIAL IS PRESENT. TEST RESULTS SHALL BE FORWARDED TO OWNER TOREVIEW AND DECIDE ON HOW TO PROCEED.

CONTRACTOR SHALL FIELD VERIFY LOAD BEARING WALLS PRIOR TO REMOVING ANY PORTIONOF ANY WALL. ANY LOAD BEARING WALL THAT IS TO BE REMOVED OR MODIFIED SHALL HAVETEMPORARY FRAMED SUPPORT WALLS ON EACH SIDE PRIOR TO REMOVAL.

NORTH

DEMO NOTES CONTRACTOR SHALL COORDINATE LOCATION OF SAWCUT FOR PATH OF NEW PLUMBING.

REMOVE PLUMBING FIXTURE AND ALL ASSOCIATED PIPING AND HARDWARE.

CAP OR REMOVE EXISTING DRAIN PIPE AND SUPPLY LINES TO PROVIDE A WATER TIGHTTERMINATION BELOW FLOOR OR BACK TO WALL THAT REMAINS. INSTALL METAL ACCESS DOORAT ALL TERMINATIONS AS REQUIRED.

REMOVE DRAIN PIPING AS REQUIRED AND PREPARE FOR NEW CONNECTIONS.

REMOVE SUPPLY PIPING AS REQUIRED AND PREPARE FOR NEW CONNECTIONS.

SALVAGE EXISTING PLUMBING FIXTURE AND RETURN TO OWNER.

REMOVE RECEPTACLE AND CONDUIT, PREPARE CIRCUIT TO BE RELOCATED

COORDINATE WALL OPENING FOR INSTALLATION OF NEW VENT PIPE.

1

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4

5

6

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8

1

1

MAY 12 20161

MPD-2

SECONDFLOOR PLAN -MECHANICAL& PLUMBINGDEMOLITION

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 6 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

MTR

DJP

15046

APRIL 19, 2016

CON

VERS

ION

OF

KEEN

STR

EET

EIGH

T BE

DRO

OM

WAI

VER

DAN

VILL

E - P

ITTS

YLVA

NIA

COM

MU

NIT

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RVIC

ESDA

NVI

LLE,

VIR

GIN

IA

AR C H I T E CT

Lic. No. 3933

05/12/2016

SECOND FLOOR PLAN - DEMOLTIONSCALE: 1/4" = 1'-0"

NORTH

GENERAL DEMOLITION NOTES CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF ALL DEMOLITION DEBRIS ANDMATERIAL DURING PROJECT DEMOLITION AND CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR HAZARDOUS MATERIAL TESTING IF HE SUSPECTSHAZARDOUS MATERIAL IS PRESENT. TEST RESULTS SHALL BE FORWARDED TO OWNER TOREVIEW AND DECIDE ON HOW TO PROCEED.

CONTRACTOR SHALL FIELD VERIFY LOAD BEARING WALLS PRIOR TO REMOVING ANY PORTIONOF ANY WALL. ANY LOAD BEARING WALL THAT IS TO BE REMOVED OR MODIFIED SHALL HAVETEMPORARY FRAMED SUPPORT WALLS ON EACH SIDE PRIOR TO REMOVAL.

DEMO NOTES CONTRACTOR SHALL COORDINATE LOCATION OF SAWCUT FOR PATH OF NEW PLUMBING.

REMOVE PLUMBING FIXTURE AND ALL ASSOCIATED PIPING AND HARDWARE.

CAP OR REMOVE EXISTING DRAIN PIPE AND SUPPLY LINES TO PROVIDE A WATER TIGHTTERMINATION BELOW FLOOR OR BACK TO WALL THAT REMAINS. INSTALL METAL ACCESS DOORAT ALL TERMINATIONS AS REQUIRED.

REMOVE DRAIN PIPING AS REQUIRED AND PREPARE FOR NEW CONNECTIONS.

REMOVE SUPPLY PIPING AS REQUIRED AND PREPARE FOR NEW CONNECTIONS.

SALVAGE EXISTING PLUMBING FIXTURE AND RETURN TO OWNER.

REMOVE RECEPTACLE AND CONDUIT, PREPARE CIRCUIT TO BE RELOCATED

COORDINATE WALL OPENING FOR INSTALLATION OF NEW VENT PIPE.

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Plumbing DWV connections Isometric SK-1COMM NO.SUBJECT:

15046

DATE:

PROJECT: DPCS Conversion fo Keen St. Waiver ResidentialGroup Home To An Intermediate Care Facility

SKETCH:

August 17, 2016

DWV CONNECTIONS ISOMETRICNO SCALE: SCHEMATIC

CONNECTIONS AT BATH 130

Plumbing DWV connections Isometric SK-1.1COMM NO.SUBJECT:

15046

DATE:

PROJECT: DPCS Conversion fo Keen St. Waiver ResidentialGroup Home To An Intermediate Care Facility

SKETCH:

August 17, 2016

DWV CONNECTIONS ISOMETRICNO SCALE: SCHEMATIC

CONNECTIONS AT BATH 111

ED-1

EXISTINGFIRE ALARMFIRST FLOOR

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 5 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

WBB

WBB/DJP

15046

APRIL 19, 2016

REVI

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ROCKY MOUNT, VA 24151PH 540-493-0313 FAX 540-483-0356

P.O. BOX 186

W. BOYCE BLANCHARDLIC. NO. 25678

19 APR, 2016

CON

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EXISTING FIRE ALARM 1ST FLOOR

1

1

MAY 12, 20161

ED-2

EXISTINGFIRE ALARMSECONDFLOOR

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 5 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

WBB

WBB/DJP

15046

APRIL 19, 2016

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ROCKY MOUNT, VA 24151PH 540-493-0313 FAX 540-483-0356

P.O. BOX 186

W. BOYCE BLANCHARDLIC. NO. 25678

19 APR, 2016

CON

VERS

ION

OF

KEEN

STR

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EXISTING FIRE ALARM 2ND FLOOR

E1-1

REVISEDFIRE ALARMFIRST FLOOR

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 5 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

WBB

WBB/DJP

15046

APRIL 19, 2016

REVI

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4016

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& E

NG

INEE

RS

ROCKY MOUNT, VA 24151PH 540-493-0313 FAX 540-483-0356

P.O. BOX 186

W. BOYCE BLANCHARDLIC. NO. 25678

19 APR, 2016

CON

VERS

ION

OF

KEEN

STR

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EIGH

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REVISEDFIRE ALARMSECONDFLOOR

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

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© C O P Y R I G H T 2 0 1 5 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

WBB

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15046

APRIL 19, 2016

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19 APR, 2016

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SPECIFICATIONS& FIRE ALARMDETAILS

DRAWN BY:

DATE:

CHECKED BY:

COMMISSION No.

SHEET

© C O P Y R I G H T 2 0 1 5 HUGHES ASSOCIATES ARCHITECTS & ENGINEERS

A PROFESSIONAL CORPORATION

WBB

WBB/DJP

15046

APRIL 19, 2016

REVI

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NG

INEE

RS

ROCKY MOUNT, VA 24151PH 540-493-0313 FAX 540-483-0356

P.O. BOX 186

W. BOYCE BLANCHARDLIC. NO. 25678

19 APR, 2016

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FIRE ALARM SYSTEM RISER DIAGRAM

FIRE ALARM DEVICE MOUNTING HEIGHTS

FIRE ALARM SYSTEM ACTION MATRIX