2-26-278 IFB Courthouse Sheets - Posted.pdf

PDF 10 MB Posted Sep 28, 2026

Attached to: Bank Building Renovation & Courthouse Restrooms
Solicitation number: 26-278
Issued by: Harford County, Maryland

About this file

Written by GovTribe AI · Sep 29, 2026

Bank Building Renovation & Courthouse Restrooms Project

This is a project specification and construction document set for Harford County, Maryland's Bank Building Renovation & Courthouse Restrooms project, involving the Harford County Department of Public Works - Capital Works and located at 12 Office Street (M&T Bank renovation) and 20 West Courtland Street (Circuit Courthouse). The project encompasses renovation of an existing bank building for the State's Attorney Office and the addition of two single-occupancy, staff restrooms on the first floor of the Circuit Courthouse. This is classified as a Level 2 Alteration under the International Existing Building Code, affecting less than 1% of the 92,400 square foot building (150 square feet of work area). The scope includes demolition of existing office space, construction of new partition walls, installation of plumbing and HVAC systems, flooring, wall finishes, doors, hardware, electrical connections, and accessible restroom fixtures. The project incorporates ADA compliance requirements, fire-rated assembly construction, and coordination with existing building systems. Permit/bid/construction submission date is 08/28/2026.

The construction documents include comprehensive architectural, mechanical, plumbing, and electrical drawings prepared by Manns Woodward Studios (Architect), with structural engineering by Morabito Consultants, MEP engineering by BKM, and dated through April 22, 2026 (Revision B). Project compliance is required under the 2021 International Building Code, 2021 International Existing Building Code, 2021 International Energy Conservation Code, State of Maryland Fire Prevention Code, Maryland Accessibility Code, 2023 National Electric Code, and 2021 International Plumbing Code. The project specifies finishes including ceramic tile flooring and base, wall tile, gypsum wall board ceilings, accessible grab bars, mirrors, dispensers, and stainless steel grab bars per Bobrick specifications. Specific mechanical requirements include new exhaust fans, ductwork connections to existing risers, and plumbing fixtures including wall-mounted lavatories, floor-mounted water closets with flush valves, and floor drains with trap priming lines. The contractor is responsible for all demolition, existing condition verification, temporary bracing and support, site coordination with occupied courthouse operations, utility outages (minimum 72-hour notice), and maintaining HVAC service to unaffected areas during construction phasing.

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File	Type	Posted
1-26-278 IFB - Posted.pdf	PDF	Sep 28, 2026
4-26-278 IFB Bank Building Sheets - Posted.pdf	PDF	Sep 28, 2026
3-26-278 IFB Technical Specifications - Posted.pdf	PDF	Sep 28, 2026

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PROJECT LOCATION

SYMBOLS

& - AND

@ - AT

- DIAMETER

- SQUARE

AB - ANCHOR BOLT

ABV - ABOVE

ACOUST - ACOUSTICAL

ACT - ACOUSTIC CEILING TILE

AFF - ABOVE FINISH FLOOR

AHJ - AUTHORITY HAVING

JURISDICTION

ALUM - ALUMINUM

AP - ACCESS PANEL

APPROX - APPROXIMATELY

ARCH - ARCHITECTURAL

B.C. - BOTTOM CHORD

BLK - BLOCK

BLDG - BUILDING

BLKG - BLOCKING

BLKHD - BULKHEAD

BM - BEAM

B.O. - BOTTOM OF

BOD - BASIS OF DESIGN

BOT - BOTTOM

B.R. - BULLET RESISTANT

BRNG - BEARING

C - CENTER LINE

CFCI - CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFOI - CONTRACTOR FURNISHED,

OWNER INSTALLED

CFLS - COUNTER FLASHING

CJ - CONTROL JOINT

CL - CLOSET

CLG - CEILING

CMU - CONCRETE MASONRY UNIT

CND - CONDUIT

COL. - COLUMN

COOR - COORDINATE

CONC - CONCRETE

CONSTR - CONSTRUCTION

CONT - CONTINUOUS

C.T. / CT - CERAMIC TILE

CPT - CARPET / CARPET TILE

CTSK - COUNTERSUNK

CU - CUBIC

CU FT - CUBIC FOOT

CU YD - CUBIC YARD

D - DEEP / DEPTH

DEG - DEGREE

DIA - DIAMETER

DIM - DIMENSION

DL - DEAD LOAD

DMPR - DAMPER

DN - DOWN

DR - DOOR

DS - DOWNSPOUT

DTL - DETAIL

DWG - DRAWING

EA - EACH

EIFS - EXTERIOR INSULATON AND

FINISHING SYSTEM

ELEC - ELECTRICAL

EL - ELEVATION

ELEV - ELEVATION

ELMA - ELEVATOR MACHINE ROOM

EJ - EXPANSION JOINT

ENT - ENTRANCE, ENTRY

EQ - EQUAL

EST - ESTIMATE

ETR - EXISTING TO REMAIN

EW - EACH WAY

EXST - EXISTING

EXT - EXTERIOR

EXP - EXPOSED

EXP JT - EXPANSION JOINT

F - FAHRENHEIT

FD - FLOOR DRAIN

F.E. - FIRE EXTINGUISHER

F.E.C. - FIRE EXTINGUISHER CABINET

FF - FINISHED FLOOR

FF EL - FINISHED FLOOR ELEVATION

FG - FINISHED GRADE

FHY - FIRE HYDRANT

FDC - FIRE DEPARTMENT

CONNECTION

FIN - FINISH

FIN FL - FINISHED FLOOR

FL - FLOOR

FLEX - FLEXIBLE

FLUOR - FLUORESCENT

FND - FOUNDATION

FPM - FEET PER MINUTE

FRT - FIRE RETARDANT

TREATED

FSK - FOIL SCRIM KRAFT

FT - FEET, FOOT

FT - FLOOR TRANSITION

FTG - FOOTING

GA - GAGE, GAUGE

GALV - GALVANIZED

GL - GLASS, GLAZING

GND - GROUND

GRTG - GRATING

GWB - GYPSUM WALL BOARD

H - HIGH / HEIGHT

HC - HANDICAPPED

HD - HEAD

HM - HOLLOW METAL

HORIZ - HORIZONTAL

HR - HOUR

HT - HEIGHT

ID - INSIDE DIAMETER

IN - INCH

INFO - INFORMATION

INSUL - INSULATION

JB - JUNCTION BOX

JM - JAMB

JST - JOIST

JT - JOINT

LG - LONG

LL - LIVE LOAD

LSC - LIFE SAFETY CODE

LTG - LIGHTING

MACH - MACHINE

MAT'L - MATERIAL

MAX - MAXIMUM

MBT - MARBLE THRESHOLD

MECH - MECH

MEP - MECHANICAL /

ELECTRICAL /

PLUMBING

MFGR - MANUFACTURER

MH - MANHOLE

MIN - MINIMUM

MO - MASONRY OPENING

MSNRY - MASONRY

M.T. - METAL THRESHOLD

MTL - METAL

MTD - MOUNTED

NA - NOT APPLICABLE

NIC - NOT IN CONTRACT

NO - NUMBER

NTS - NOT TO SCALE

O/C - ON CENTER

OD - OUTSIDE DIAMETER

OFCI - OWNER FURNISHED,

CONTRACTOR INSTALLED

OFOI - OWNER FURNISHED,

OWNER INSTALLED

OPNG - OPENING

OPP - OPPOSITE

OPP HND - OPPOSITE HAND

OV - OVER

OVHD - OVERHEAD

P.LAM - PLASTIC LAMINATE

PLY - PLYWOOD

PLYWD - PLYWOOD

PNLBD - PANELBOARD

PNT/ PT - PAINT

POLYISO - POLYISOCYANURATE

PRESS - PRESSURE

PROJ - PROJECT

PROP - PROPERTY

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PT - PRESSURE TREATED

PTD - PAINTED

PVC - POLYVINYL CHLORIDE

PVMT - PAVEMENT

PWT - PREFABRICATED WOOD

TRUSS

R - RADIUS

RCP - REFLECTED CEILING PLAN

REINF - REINFORCING,

REINFORCED

RES - RESINOUS

REQD - REQUIRED

REV - REVISION

RGD - RIGID

RM - ROOM

RO - ROUGH OPENING

RST - REINFORCING STEEL

SB - SMART BOARD

SCHED - SCHEDULE

SD - STORM DRAIN

SECT - SECTION

SF - SQUARE FOOT

SI - SQUARE INCH

SIM - SIMILAR

SLP - SLOPE

SPCL - SPECIAL

SPEC - SPECIFICATIONS

SPLY - SUPPLY

SQ - SQUARE

SS - STAINLESS STEEL

ST - STREET

STD - STANDARD

STL - STEEL

STOR - STORAGE

STRUCT - STRUCTURAL

SURF - SURFACE

SUSP - SUSPENDED

SW - SWITCH

SYS - SYSTEM

T & B - TOP AND BOTTOM

T.B. - TACK BOARD

T.B.D. - TO BE DETERMINED

TEMP - TEMPERATURE

THK - THICK

THRES - THRESHOLD

T&G - TONGUE & GROOVE

T0 - TOP OF

TOB - TOP OF BEARING POINT

TOC - TOP OF CONCRETE

TOF - TOP OF FOOTING

TOM - TOP OF MASONRY

TOP - TOP OF PAVEMENT, PARAPET

TOS - TOP OF STEEL

TRTD - TREATED

T.S. - TRANSITION STRIP

TYP - TYPICAL

UGND - UNDERGROUND

UL - UNDERWRITERS LAB

UNO - UNLESS NOTED OTHERWISE

UON - UNLESS OTHERWISE NOTED

VB - VAPOR BARRIER

VCT - VINYL COMPOSITION TILE

VERT - VERTICAL

VIF - VERIFY IN FIELD

VOL - VOLUME

W - WIDE / WIDTH

W/ - WITH

W/0 - WITHOUT

W.B. - WHITEBOARD

WD - WOOD

WR - WATER RESISTANT

WTRPRF - WATERPROOF

WWF - WELDED WIRE FABRIC

WWM - WELDED WIRE MESH

THIS LIST OF ABBREVIATIONS IS A GUIDE TO ABBREVIATIONS WHICH MAY BE USED IN THESE DOCUMENTS.

ABBREVIATIONS NOT LISTED MAY ALSO BE USED.

COMMON ABBREVIATIONS

CORRELATION AND INTENT OF THE

CONTRACT DOCUMENTS

THE INTENT OF THE CONSTRUCTION DRAWINGS AND THE CONSTRUCTION SPECIFICATIONS/PROJECT MANUAL IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE

WORK BY THE CONTRACTOR. THE CONSTRUCTION DRAWINGS AND THE CONSTRUCTION

SPECIFICATIONS/PROJECT MANUAL ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL; PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE

EXTENT CONSISTENT WITH THE CONSTRUCTION DRAWINGS AND THE CONSTRUCTION

SPECIFICATIONS/PROJECT MANUAL AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INDICATED/INTENDED RESULTS. IN THE CASE OF INCONSISTENCIES BETWEEN THE CONSTRUCTION DRAWINGS AND THE CONSTRUCTION SPECIFICATIONS/PROJECT MANUAL OR WITHIN EITHER DOCUMENT NOT CLARIFIED BY ADDENDUM, THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL BE

PROVIDED IN ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION.

SECTION PATTERN

BRICK

CMU MASONRY

CONCRETE

POROUS FILL

PLYWOOD

RIGID INSULATION

BATT INSULATION

DESCRIPTION

EARTH

GYPSUM BOARD

END GRAIN LUMBER

WOOD BLOCK OR SHIM

FINISH WOOD

KEY TO MATERIALS

ARCHITECT

MANNS WOODWARD STUDIOS

10839-D PHILADELPHIA ROAD

WHITE MARSH MARYLAND 21162

PHONE: 410-344-1460

FAX: 443-403-2460

PROJECT TEAM

STRUCTURAL ENGINEER

MORABITO CONSULTANTS

652 RIDGEBROOK ROAD, SUITE 1700

SPARKS, MARYLAND 21152

CONTACT: DANA ELLEBERGER, PE

PHONE: 410-773-0244 (DIRECT)

MEP ENGINEER

BKM

6300 BLAIR HILL LANE, SUITE 400

BALTIMORE, MARYLAND 21209

CONTACT: IAN SWEENEY, PE

PHONE: 443-632-1252 (DIRECT)

E-MAIL: ISWEENEY@BKMA.COM

OWNER

HARFORD COUNTY

DPW - CAPITAL WORKS

220 S MAIN STREET

BEL AIR, MD 21014

CIVIL ENGINEER

SPECIALITY CONSULTANT

EQ-XX SPECIALTY EQUIPMENT TAG

COLUMN LINE

DESIGNATION

TAG

LEVEL ELEVATION TAG

NORTH ARROW TAG

ROOM NAME &

NUMBER TAG

DETAIL / DRAWING

TITLE TAG

PARTITION TAG

WINDOW TAG

SLOPE ANNOTATION

SPOT ELEVATION TAG

SECTION TAG

CALLOUT / DETAIL

00.0

ELEVATION TAG

0'-0"

1 A

A101

SPECIFIC NOTE

DRAWING TITLE

DRAWING SCALE

0'-0"

REFERENCE

A101

MATERIAL TAG

T = TRUE NORTH

P = PROJECT NORTH

TAG

DOOR TAG

30.00 24.00 84.00

CASEWORK TAG

DESCRIPTION

CABINET DEPTH

CABINET HEIGHTCABINET

WIDTH

NUMBER OF

SHELVES

AS OUTLINED IN THE ARCHITECTURAL

WOODWORK INSTITUTE (AWI)

STANDARDS

CASEWORK

SERIES

ROOM

DEMOLITION

NEW

CONSTRUCTION

SYMBOLS & TAGS LEGEND

CLG-12

1'-0"

CEILING TAG

TYPE

HEIGHT

U 100A

MINIMUM CLEAR CABINET DEPTH

DIMENSION = DEPTH LESS 1"

HARFORD COUNTY, MD

26-278 BANK BUILDING RENOVATION & COURTHOUSE RESTROOMS

20 WEST COURTLAND STREET, BEL AIR, MD 21014

PERMIT/BID/CONSTRUCTION 08/28/2026

NOT TO SCALE

VICINITY MAP

DRAWING INDEX

SHEET

NUMBER SHEET NAME

GENERAL / CODE

V2-G000 COVER SHEET

V2-G001 CODE ANALYSIS & DIAGRAM

V2-G010 TYPICAL ACCESSIBILITY GUIDELINES

OVERALL INFORMATION

V2-A001 OVERALL INFORMATION

ARCHITECTURAL

V2-A101 FLOOR PLANS

V2-A103 ENLARGED PLANS, FINISHES & INT. ELEVATIONS

V2-A600 DOOR AND SIGNAGE INFORMATION

V2-A800 RCPS, CEILING TYPES, & NOTES

MECHANICAL

V2-M001 MECHANICAL LEGEND, ABBREVIATIONS & GENERAL

NOTES

V2-M101 FIRST FLOOR DUCTWORK PLAN - NEW WORK

V2-M201 MECHANICAL DETAILS AND SCHEDULES

PLUMBING

V2-P001 PLUMBING LEGEND, ABBREVIATIONS & GENERAL NOTES

V2-P101 FIRST FLOOR PLUMBING PLAN - NEW WORK

V2-P201 PLUMBING DETAILS AND SCHEDULES

ELECTRICAL

V2-E001 ELECTRICAL LEGEND, ABBREVIATIONS, GENERAL NOTES

V2-E101 FIRST FLOOR PLAN ELECTRICAL - NEW WORK

SHEET NUMBER:

ORIGINAL ISSUE DATE:

SHEET REVISION SCHEDULE:

SUBMISSION:

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

DULY LICENSED PROFESSIONAL ARCHITECT UNDER

THE LAWS OF THE STATE OF MARYLAND.

LICENSE NUMBER: #15505

EXPIRATION DATE: 8-18-2026

SEAL:

ALL DRAWINGS ARE PROTECTED BY FEDERAL COPYRIGHT BY MANNS WOODWARD STUDIOS, INC. AND CAN NOT BE REPRODUCED OR MODIFIED IN ANY MANNER WITHOUT WRITTEN PERMISSION. DOCUMENTS MAY NOT BE USED IN PART OR WHOLE TO DEVELOP THE DESIGN OF ANOTHER BUILDING WITHOUT EXPRESS WRITTEN PERMISSION BY MANNS WOODWARD STUDIOS.

410-344-1460

INFO@MWSARCH.COM

WWW.MWSARCH.COM

S T U D I O S

8098 SANDPIPER CIR, SUITE H

NOTTINGHAM, MD 21236

ARCHITECTURE + INTERIOR DESIGN

CONSULTANT:

9/ /2 9:

LAST PROJECT REVISION: No B | 04/22/26

V2-G000

COVER SHEET

08/28/2026

PROJECT NUMBER: 23-194

PERMIT/BID/CONSTRUCTION

H A

C O U N

M D

-2 B A N K B U

G R

O V A

O N

C O U

H O U

O O M S

T C O U

N D S

T, B

M D

REVISION SCHEDULE

No. DATE DESCRIPTION

A 04/09/26 PERMIT COMMENT RESPOINSES

B 04/22/26 PERMIT COMMENTS

No. DATE A 04/09/26 B 04/22/26

Reviewed For Code Compliance

These plans have been reviewed for code compliance to the applicable provisions of Chapter 82 of the Harford County Code and, when applicable, the Maryland Accessibility Code. Harford County Code is currently based on the 2021 versions of the IBC, IRC and IECC.

Electric, mechanical and plumbing reviews have not been performed at this time.

The approval of these plans shall not grant authority to violate any state or local laws. Construction must be in accordance with approved plans or approved amendments thereto. All agency comments should be reviewed and understood prior to commencing work.

Approved By; Cody J. Davis, Senior Plans Examiner 04/27/2026

AREA NOT IN SCOPE

EXISTING

EXIT STAIR

EXISTING

EXIT STAIR

EXIT

AREA NOT IN SCOPE

DE-1

DEAD

END

DE-2

DEAD

END

ASSUMEDASSUMED2 HR2 HR

EXISTING MASONRYEXISTING MASONRY

ASSUMEDASSUMED2 HR2 HR

EXISTING MASONRYEXISTING MASONRY

90MIN.

CODE ANALYSISCODE ANALYSIS - SUMMARY

PROJECTPROJECT

HARFORD COUNTY

CIRCUIT COURTHOUSE

RESTROOM RENOVATION

PROJECT DESCRIPTIONPROJECT DESCRIPTION

THIS PROJECT IS A RENOVATION TO THE EXISTING COURTHOUSE. THE PROPOSED PROJECT IS TO ADD TO SINGLE USER STAFF RESTROOMS ON THE 1ST FLOOR/MAIN LEVEL. THE RESTROOMS WILL OVERTAKE PORTIONS OF CURRENTLY OCCUPIED OFFICE SPACE.

THIS PROJECT IS A LEVEL 2 ALTERATION PER THE EXISTING BUILDING CODE CONSISTING OF AN ALTERATION TO THE EXISTING SPACE THAT IS LESS THAN 50% OF THE EXISTING BUILDING. THE EXISTING BUILDING’S USE, OCCUPANCIES, AND LEVEL OF FIRE

SAFETY/EGRESSING WILL REMAIN AS IT EXISTS.

THE EXISTING COURTHOUSE IS UN-SPRINKLERED

EXISTING COURTHOUSE HAS A FIRE ALARM

APPLICABLE CODESAPPLICABLE CODES

2021 International Building Code 2021 International Mechanical Code 2021 International Existing Building Code 2021 International Energy Conservation Code State of Maryland Fire Prevention Code, COMAR 29.06.01

2024 NFPA 101

Maryland Building Rehabilitation Code COMAR 09.12.58 COMAR .09.12.53 Maryland Accessibility Code 2023 National Electric Code 2021 International Plumbing Code 2021 International Fuel Gas Code

SQUARE FOOTAGESQUARE FOOTAGE

TOTAL EXISTING BUILDING = 92,400 SF

3RD FLOOR: 19,400 SF

2ND FLOOR: 19,400 SF

1ST FLOOR: 19,400 SF

BASEMENT LEVEL A: 13,000 SF

BASEMENT LEVEL B: 10,600 SF

BASEMENT LEVEL C: 10,600 SF

WORK AREA: 150 SF WHICH IS LESS THAN 1%

OF BUILDING SF

COMPLIANCE METHOD - IEBC 601COMPLIANCE METHOD - IEBC 601

LEVEL 2 ALTERATION - THIS ALTERATION IS LESS THAN 50% OF THE BUILDING AREA.

603.1 - SHALL COMPLY WITH CHAPTERS 7 & 8.

BUILDING ELEMENTS & MATERIALS - IEBC 702BUILDING ELEMENTS & MATERIALS - IEBC 702

ALL NEW WORK WILL COMPLY WITH THE REQUIREMENTS OF

THE APPLICABLE CODES NOTED ABOVE

ENERGY CONSERVATION - IEBC 707/809ENERGY CONSERVATION - IEBC 707/809

ALTERATIONS SHALL CONFORM TO THE NEW CONSTRUCTION

CODE REQUIREMENTS.

ALL NEW CONSTRUCTION WILL COMPLY WITH THE

REQUIREMENTS OF THE IBC WITH EXCEPTIONS THAT NEWLY

INSTALLED ELECTRICAL EQUIPMENT SHALL COMPLY WITH NFPA

70, DEAD END CORRIDORS SHALL COMPLY WITH IEBC 805.6, AND

THE MIN. CEILING HEIGHT SHALL BE 7'-0".

COMPLIANCE - IEBC 801.4COMPLIANCE - IEBC 801.4

USE GROUP: B – BUSINESS (UNCHANGED)

CONST. TYPE: II-B (UNCHANGED)

SPRINKLER: NO (UNCHANGED)

FIRE ALARM: YES (UNCHANGED)

EXISTING INFORMATIONEXISTING INFORMATION

GENERAL CODE PLAN NOTES

1 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND

SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE

PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND

PERMANENTLY IDENTIFIED AS REQUIRED BY IBC 703.7

1/16" = 1'-0"1 CODE PLAN

SHEET NUMBER:

ORIGINAL ISSUE DATE:

SHEET REVISION SCHEDULE:

SUBMISSION:

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

SEAL:

410-344-1460

INFO@MWSARCH.COM

WWW.MWSARCH.COM

S T U D I O S

8098 SANDPIPER CIR, SUITE H

NOTTINGHAM, MD 21236

/2 9:

LAST PROJECT REVISION: No B | 04/22/26

V2-G001

CODE ANALYSIS & DIAGRAM

08/28/2026

PROJECT NUMBER: 23-194

PERMIT/BID/CONSTRUCTION

H A

O U

-2

B A

N K

B U

O V

O N

O U

O O

M S

T C

O U

N D

T, B

CODE DISTANCES

PATH ID LENGTH

DEAD END

DE-1 19'-0"

DE-2 19'-0"

P T

No. DATE A 04/09/26 B 04/22/26

" M

18" MIN.

PULL SIDE

" M

PUSH SIDE

NOTE: x = 12" IF DOOR HAS BOTH A CLOSER AND LATCH.

(a)

Front Approaches - Swinging Doors

PULL SIDE

" M

PUSH SIDE

NOTE: y = 48" MINIMUM IF DOOR HAS BOTH A CLOSER AND LATCH.(b)

Hinge Side Approaches - Swinging Doors

X Y

NOTE: X = 36" MIN IF Y = 60"

S = 42" MIN IF Y = 54"

" M

24" MIN.

PULL SIDE

" M

PUSH SIDE

NOTE: y = 48" MINIMUM IF DOOR HAS CLOSER.

NOTE: y = 54" MINIMUM IF DOOR HAS CLOSER

24" MIN.

48" MIN. 48" MIN.

Two Hinged Doors in Series

22" MIN.

48" MIN

(d) Doorways without Doors

" M

22" MIN. 42

" M

24" MIN.

Front Approach Side Approach Pocket or Hinge Approach Stop or Latch Approach

18" MIN.60

" M

" 12" MIN.

" M

(e) Recessed Doors and Gates

Pull Side Push Side Push Side with Closer and Latch

30" MIN.

" M

CLEAR FLOOR SPACE

" M

48" MIN.

FREE STANDING FOUNTAIN OR COOLER

MAX

15" MIN

59"

60 INCH - DIAMETER SPACE

12" MIN. 36" MIN. 12" MIN.

" M

T - SHAPED SPACE FOR 180 DEGREE TURNS

9" M

17" - 19"

" M

ALLOWABLE PROTRUSIONS INTO

WHEELCHAIR SPACE

" M

6" MAX.

8" MIN.

36"

48" MIN.

" M

back co nt ro l w al l se at w al l

" M

60" MIN.

" M

si de si de

27" MAX.

lav

15"-16"

22"-23"

2" M

3" MAX. 14

BACK CONTROL WALL

" M

SIDE BACK (LONG) SIDE

NOTE: SHOWER HEAD AND CONTROL AREA MAY BE ON BACK (LONG) WALL (AS SHOWN)

OR ON EITHER SIDE WALL.

SS1

CR1

3" M

MAX

15"

MAX

15"

SHOWERHEAD AND

CONTROL AREA

SHOWERHEAD

AND CONTROL

AREA

GB1

18"

GB1

GB2

GB1

GB6

UPDN

PLAN EXTENSION AT BOTTOM OF RUN EXTENSION AT TOP OF RUN

12"

12" MIN. 12" MIN.

ELEVATION

" M

. C

36" MIN. CLEAR

" M

60" MIN.

LANDING

RAMP & LANDING

TREAD DEPTH

" M

MIRROR

20" X 40"

TOILET

PAPER

DISP.

LIQUID

SOAP

DISPENSER

SANITARY

NAPKIN

DISPOSAL

ELECTRIC

HAND

DRYER

PAPER

TOWEL

DISPENSER

COAT HOOK

/ ROBE

HOOK

TOWEL

BAR

MIRROR -

FULL

HEIGHT

NOTE: ALL CONTROLS SHALL NOT EXTEND ABOVE 48" FOR

FRONT APPROACH & 54" FOR SIDE APPROACH. (SEE REACH

RANGE DIAGRAMS.)

NOTE: NOT ALL ITEMS SHOWN MAY BE USED IN

THIS BUILDING.

FINISH FLOOR

DRINKING

FOUNTAIN

(H.C.)

MOP

HOLDER/

SHELF

DRINKING

FOUNTAIN

RECESSED

MOUNT

BABY

CHANGING

STATION

" M

48"

HIGH FORWARD REACH LIMIT (FRONT APPROACH)

48"

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

48"

NOTE: WHEN X IS >20 INCHES MAX, Y SHALL BE 48 INCHES MAX

WHEN X IS 20-25 INCHES MAX, Y SHALL BE 44 INCHES MAX

" M

30"

HIGH & LOW SIDE REACH LIMITS

10" MAX.

" M

30"

" M

SIDE REACH

FRONT APPROACH

30"

SIDE APPROACH

48"

24" MAX

56" MIN.

" M

.4" M

" M

4" MAX. 32" MIN.

ALTERNATE

DOOR

LOCATION

42" MIN. LATCH

APPROACH ONLY,

OTHER APPROACHES

48" MIN. 59" MIN.

W/ WALL MOUNTED W.C.

W/ FLOOR MOUNTED W.C.

56" MIN.

" M

59" MIN.

W/ WALL MOUNTED W.C.

W/ FLOOR MOUNTED W.C.

36" MIN.

CLEAR

FLOOR

SPACE

STANDARD STALL STANDARD STALL ( END OF ROW)

REAR WALL OF STANDARD STALL

SIDE WALLS

" M

CLEAR

FLOOR

SPACE

60" MIN.

" M

9" M

8" MIN. (KNEE CLEARANCE)

17" MIN. (DEPTH)

6" MAX. (TOE CLEARANCE)

" M

LAVATORY CLEARANCES

17" MIN.

48" MIN.

" M

. CLEAR

FLOOR

SPACE

19" MAX.

CLEAR FLOOR SPACE AT LAVATORIES

GB4

GB5

GB4

GB5

42" MIN. 12"

16" - 18"

7" - 9" CL

42" MIN. 12" MAX

" M

39" - 41"

GB1

39" - 41"

GB1 18

" M

GB1

DISPENSER

OUTLET

LOCATION

NOT TO SCALE

DOOR CLEARANCES (TYPICAL)

NOT TO SCALE

DRINKING FOUNTAINS (TYPICAL)

NOT TO SCALE

FLOOR CLEARANCES (TYPICAL)

NOT TO SCALE

SHOWERS (TYPICAL)

NOT TO SCALE

STAIR & RAMP CLEARANCES (TYPICAL)

NOT TO SCALE

TYPICAL ACCESSIBLE MOUNTING HEIGHTS

NOT TO SCALE

REACH RANGES & APPROACHES (TYPICAL)

NOT TO SCALE

TOILET ROOM CLEARANCES (TYPICAL)

GB1

GB2

GB3

GB4

GB5

GB6

CR1

SS1

GRAB BAR - 18"

GRAB BAR - 24"

GRAB BAR - 30"

GRAB BAR - 36"

GRAB BAR - 42"

GRAB BAR - 48"

SHOWER CURTAIN ROD

FOLDING SHOWER SEAT

TAG FIXTURE/ACCESSORY

SHEET NUMBER:

ORIGINAL ISSUE DATE:

SHEET REVISION SCHEDULE:

SUBMISSION:

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

SEAL:

410-344-1460

INFO@MWSARCH.COM

WWW.MWSARCH.COM

S T U D I O S

8098 SANDPIPER CIR, SUITE H

NOTTINGHAM, MD 21236

/2 9:

LAST PROJECT REVISION: No B | 04/22/26

V2-G010

TYPICAL ACCESSIBILITY GUIDELINES

08/28/2026

PROJECT NUMBER: 23-194

PERMIT/BID/CONSTRUCTION

H A

O U

-2

B A

N K

B U

O V

O N

O U

O O

M S

T C

O U

N D

T, B

No. DATE

AREA NOT IN SCOPE

SCOPE OF WORK AREA -

NEW RESTROOM 1

SCOPE OF WORK AREA -

NEW RESTROOM 2

PARTITION TYPE DETAILS

3 5/8" METAL STUD

5/8" 3 5/8" 5/8"

5/8" GWB EACH SIDE

4 7/8"

6" METAL STUD

5/8" 6" 5/8"

5/8" GWB EACH SIDE

7 1/4"

6" METAL STUD @ 16"

O.C.

5/8" GWB

6" 5/8"

6 5/8"

ACOUSTICAL BATT

INSULATION, SEE PLANS

FOR LOCATION

ACOUSTICAL BATT

INSULATION, SEE PLANS

FOR LOCATION

ACOUSTICAL BATT

INSULATION, SEE PLANS

FOR LOCATION

SHEET NUMBER:

ORIGINAL ISSUE DATE:

SHEET REVISION SCHEDULE:

SUBMISSION:

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

SEAL:

410-344-1460

INFO@MWSARCH.COM

WWW.MWSARCH.COM

S T U D I O S

8098 SANDPIPER CIR, SUITE H

NOTTINGHAM, MD 21236

/2 9:

LAST PROJECT REVISION: No B | 04/22/26

V2-A001

OVERALL INFORMATION

08/28/2026

PROJECT NUMBER: 23-194

PERMIT/BID/CONSTRUCTION

H A

C O U N

M D

-2 B A N K B U

G R

O V A

O N

C O U

H O U

O O M S

T C O U

N D S

T, B

M D

1/16" = 1'-0"1 KEY PLAN

GENERAL DEMOLITION NOTES

1 ALL BIDDERS SHALL MAKE THEMSELVES FAMILIAR WITH THE EXISTING PROJECT CONDITIONS PRIOR TO SUBMITTING A BID. THIS IS

INCLUSIVE OF CONDITIONS ABOVE ACCESIBLE CEILINGS TO DETERMINE WORKING CONDITIONS.

2 PRIOR TO THE PERFORMANCE OF ANY DEMOLITION WORK THE CONTRACTOR SHALL MAKE THEMSELVES FAMILIAR WITH THE

EXISTING CONDITIONS OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING, PROVIDING, INSTALLING, AND

MAINTAINING ALL TEMPORARY SUPPORT AND BRACING REQUIRED TO COMPLETE THE WORK.

3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS, DIMENSIONS, CONSTRUCTION ASSEMBLIES AND THE LIKE PRIOR TO FABRICATING, INSTALLING, OR PURCHASING ANY NEW WORK. DETAILS INDICATING EXISTING MATERIALS OF CONDITIONS MAY BE SHOWN WITHIN THE DOCUMENTS BUT ARE NOT INTENDED TO FULLY DEFINE EXISTING CONDITIONS.

4 DEMOLITION WORK MAY BE INDICATED THROUGHOUT THE CONTRACT DOCUMENTS. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO REVIEW ALL DOCUMENTS FOR ADDITIONAL DEMOLITION WORK.

5 IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN SAFE WORKING CONDITIONS THROUGHOUT THE CONSTRUCTION SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS AS REQUIRED TO PROTECT PERSONS AND PROPERTY AND OTHERWISE

MAINTAIN SAFE WORKING CONDITIONS.

6 THE CONTRACTOR SHALL MAINTAIN A CLEAR, CLEAN, USEABLE CONSTRUCTION SITE THROUGH DAILY CLEANUP OF WORK AREAS.

7 THE OWNER SHALL BE MAINTAINING OCCUPANCY OF THE SITE AND PORTIONS OF THE BUILDING DURING THE CONSTRUCTION

PROCESS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE OWNER'S PERSONNEL THROUGHOUT THE CONSTRUCTION TO MINIMIZE, TO THE GREATEST EXTENT POSSIBLE, ANY DISRUPTIONS IN THE OWNER'S WORKING PROCEDURES.

THE PHASING OF THE PROJECT SHALL BE DETERMINED BY THE CONTRACTOR AND SHALL NOT BE REASON FOR ADDITIONAL FEES.

ADDITIONALLY, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER A MINIMUM OF 72 HOURS PRIOR TO ANY DISRUPTION

OF SERVICES/UTILITIES REQUIRED TO COMPLETE THE WORK.

8 THE CONTRACTOR SHALL PROVIDE TEMPORARY DUST AND DEBRIS BARRIERS BETWEEN AREAS TO REMAIN IN OPERATION AND WORK AREAS. BARRIERS SHALL BE PROVIDED AT, BUT NOT LIMITED TO HVAC SUPPLY AND RETURN OPENINGS, TRANSFER VENTS, EXHAUST VENTS, AND OTHER SUCH OPENINGS. BARRIERS SHALL BE A MINIMUM OF 10 MIL PLASTIC SHEETING SECURED AND SEALED TO EXISTING CONSTRUCTION AND/OR TEMPORARY FRAMING. PLASTIC SHEETING SHALL BE OVERLAPPED A MINIMUM OF 12" AND

TAPED BOTH SIDES.

9 THE CONTRACTOR SHALL PROVIDE PROTECTION FROM THE WEATHER FOR PORTIONS OF EXISTING CONSTRUCTION THAT ARE TO REMAIN OCCUPIED OR USEABLE BY THE OWNER OR TO AREAS THAT CONTAIN ITEMS TO REMAIN THAT WILL BE DAMAGED BY

WEATHER.

10 ALL ITEMS INDICATED TO BE REMOVED AND/OR DEMOLISHED SHALL REMAIN THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL REVIEW WITH THE OWNER IF ANY ITEMS TO BE REMOVED AND/OR DEMOLISHED ARE TO BE RETAINED BY THE OWNER PRIOR TO ANY DEMOLITION WORK BEING PERFORMED. ALL ITEMS TO BE RETAINED BY THE OWNER SHALL BE REMOVED BY THE CONTRACTOR AND DELIVERED TO THE OWNER IN THE CONDITION FOUND PRIOR TO ANY WORK BEING PERFORMED. ALL OTHER ITEMS INDICATED TO BE REMOVED AND/OR DEMOLISHED SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR IN A LAWFUL

MANNER.

11 THE CONTRACTOR SHALL REPLACE OR REPAIR ANY ITEMS DAMAGED BY THE CONTRACTOR OR ANY OF ITS AGENTS TO A MINIMUM CONDITION MATCHING THE ITEMS' CONDITION AT THE START OF CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

12 THE CONTRACTOR SHALL REPAIR ANY MATERIALS, SYSTEMS, OR FINISHES WITHIN OR OUTSIDE OF THE GENERAL WORK AREA THAT ARE REQUIRED TO BE DISTURBED TO COMPLETE THE ENTIRE SCOPE OF WORK ASSOCIATED WITH BUILDING SYSTEM CONNECTIVITY.

13 THE CONTRACTOR SHALL PREPARE ALL SURFACES AFFECTED BY DEMOLITION OPERATIONS TO RECEIVE NEW WORK AS BOTH INDICATED WITHIN THESE DRAWINGS AND SPECIFICATIONS/PROJECT MANUAL AND AS RECOMMENDED BY THE MANUFACTURERS'

WRITTEN INSTRUCTIONS FOR THE INSTALLATION OF EACH RESPECTIVE PRODUCT.

14 THE CONTRACTOR SHALL REMOVE EXISTING FINISHES AS INDICATED THROUGHOUT THE CONTRACT DOCUMENTS AND ENSURE THAT SUBSTRATE CONDITIONS ARE SMOOTH AND IN SATISFACTORY CONDITION TO RECEIVE NEW WORK.

15 THE CONTRACTOR SHALL REMOVE ALL ANCHORS, FASTENERS, WALL HANGERS, AND MISCELLANEOUS EXTRUSIONS AND APPURTENANCES OF ITEMS BOTH NO LONGER INSTALLED AND ITEMS REMOVED THROUGH DEMOLITION PROCEDURES.

16 THE CONTRACTOR SHALL COORDINATE ANY SAW CUTS WITHIN THE EXISTING SLABS WITHIN THE NEW WORK AREA AS REQUIRED TO INSTALL NEW ELECTRICAL CONDUIT, PLUMBING, AND/OR STRUCTURAL ELEMENTS. CONTRACTOR SHALL COORDINATE SIZE, LOCATION, AND DEPTH WITH THE FULL SET OF DOCUMENTS. REPLACE AND REPAIR CONCRETE AND FLASH AS REQUIRED TO CREATE

A FLUSH SUBSTRATE AFTER COMPLETION OF WORK TASKS.

GENERAL PROJECT NOTES

1 THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE PROJECT.

2 THE CONTRACTOR SHALL EXAMINE ALL CONTRACT DOCUMENTS AND ALL SPECIFICATIONS AND DRAWINGS FOR THE PROJECT, INCLUDING THOSE THAT MAY PRIMARILY PERTAIN TO

WORK THAT THE CONTRACTOR NORMALLY DOES NOT PERFORM WITH ITS OWN FORCES. THE CONTRACTOR SHALL USE ALL OF THE PROJECT DRAWINGS AND SPECIFICATIONS FOR A COMPLETE UNDERSTANDING OF THE PROJECT AND ITS WORK, TO DETERMINE THE TYPE OF CONSTRUCTION AND SYSTEMS, FOR COORDINATION, TO DETERMINE WHAT OTHER WORK MAY BE INVOLVED THROUGHOUT, TO ANTICIPATE AND NOTIFY OTHERS WHEN THEIR COORDINATED EFFORTS WILL BE REQUIRED, AND ALL OTHER RELEVANT MATTERS

RELATED TO THE PROJECT AND ITS WORK.

3 IF THERE IS ANY INCONSISTENCY IN THE QUALITY OR QUANTITY OF THE WORK REQUIRED UNDER THE CONTRACT DOCUMENTS, THEN THE CONTRACTOR SHALL (1) IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF SUCH INCONSISTENCY AND (2) PROVIDE THE BETTER QUALITY OF OR GREATER QUANTITY OF WORK OR MATERIALS, UNLESS OTHERWISE ORDERED IN WRITING BY THE OWNER. COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS. THE CONTRACT DOCUMENTS GENERALLY SET FORTH THE BASIS AND ANALYSIS OF DESIGN, AND THE CONTRACTOR SHALL OBTAIN SUCH INFORMATION AS MAY BE NECESSARY TO SATISFACTORILY PERFORM AND COMPLETE THE WORK.

4 THE ARCHITECTURAL DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS WHICH, WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE INDEX OF DRAWINGS AND WITHIN THE SPECIFICATIONS. THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO THE DRAWINGS OF ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUB-CONTRACTORS, TRADES, AND SUPPLIERS WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION AND TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTORS, SUPPLIERS, AND VENDORS BASED ON THE ENTIRE SET OF THESE DOCUMENTS. NO ADDITIONAL COMPENSATION WILL BE DUE TO A CONTRACTOR FOR ANY ISSUES AS A RESULT OF ANY USE OF AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS.

5 AT WALLS WITH SOUND ATTENUATION BLANKETS, CONTRACTOR SHALL SEAL DOOR FRAMES, GLAZED OPENING FRAMES, INTERSECTIONS, AND OTHER PENETRATIONS WITH

ACOUSTICAL SEALANT.

6 VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT, OR BY OTHERS. UNLESS NOTED OTHERWISE, ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

7 CUTTING INTO NEW WORK OF OTHER TRADES SHALL BE DONE BY THE TRADE REQUIRING THE CUTTING. ALL CUTTING SHALL BE DONE IN A NEAT MANNER USING SAWS WHERE POSSIBLE. ALL PATCHING AND PAINTING REQUIRED AS A RESULT OF THIS CUTTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE ADEQUATE TEMPORARY SUPPORT FOR WORK BEING CUT AND PATCHED TO PREVENT FAILURE. DO NOT ENDANGER OTHER WORK. PROVIDE ADEQUATE PROTECTION OF OTHER WORK DURING CUTTING AND

PATCHING TO PREVENT DAMAGE.

8 PROPERLY PREPARE ALL SURFACES FOR NEW FINISHES. PATCH WITH SEAMS WHICH ARE DURABLE AND AS INVISIBLE AS POSSIBLE. COMPLY WITH SPECIFIC TOLERANCES FOR THE TYPE

OF WORK BEING DONE.

9 ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE SEALED WITH PROPER/APPROVED THROUGH PENETRATION FIRE STOP SYSTEM AS RECOGNIZED BY AND LISTED WITH

NATIONALLY AND ACCEPTED TESTING LABORATORIES.

10 OBTAIN ARCHITECT'S SPECIFIC APPROVAL PRIOR TO DEVIATING FROM THE CONTRACT DOCUMENTS. THE ARCHITECT'S RESPONSIBILITY IS LIMITED TO THE ITEMS SHOWN ON THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO COMPLY WITH STANDARD BUILDING AND CONSTRUCTION PRACTICES AND MANUFACTURER'S RECOMMENDATIONS FOR ALL ITEMS NOT SPECIFICALLY INDICATED AND DETAILED ON THE DRAWINGS. FOLLOW THE BEST TRADE PRACTICES AND ENGINEERING FOR THE ITEMS NOT

SPECIFICALLY DETAILED AND INDICATED.

11 ALL PARTS OF THE WORK, INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC, MUST COMPLY WITH THE MINIMUM REQUIREMENTS OF THE GOVERNING REGULATIONS OF ALL FEDERAL, STATE, DISTRICT, AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AS WELL AS THOSE GREATER REQUIREMENTS INDICATED BY THE CONTRACT DOCUMENTS. NO PART OF THE CONTRACT DOCUMENTS MAY BE CONSTRUED TO REQUIRE OR PERMIT WORK CONTRARY TO A GOVERNING REGULATION.

12 THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL INDICATE ON THESE DRAWINGS ALL APPROVED CHANGES TO THE WORK. THIS SET OF DRAWINGS SHALL BE TURNED OVER TO THE OWNER/CLIENT WHEN THE PROJECT IS COMPLETE.

13 THE BUILDING HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE DEMOLITION, ERECTION PROCEDURES, SEQUENCE, AND TO ENSURE THE STABILITY OF ITS COMPONENTS AND PARTS, AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE CONNECTIONS DURING ERECTION. THIS INCLUDES THE ADDITION OF ANY GUYS, SHORING, SHEETING OR TEMPORARY BRACING AND TIE-DOWNS THAT MIGHT BE NECESSARY. SUCH MATERIALS ARE NOT SHOWN ON THE DRAWINGS. IF APPLIED, THEY SHALL BE REMOVED AS CONDITIONS PERMIT, AND SHALL REMAIN THE CONTRACTOR'S

PROPERTY.

14 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL GRADING, MECHANICAL, AND ELECTRICAL PERMITS, AND ALL OTHER RELATED PERMITS REQUIRED TO COMPLETE THE WORK. ALL PLUMBING, ELECTRICAL & MECHANICAL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED BUILDING CODE AND SHALL BE SUBJECT TO FIELD

INSPECTION BY THE AGENCIES HAVING JURISDICTION.

15 MANNS WOODWARD STUDIOS, INC. HAS NO EXPERTISE IN, AND TAKES NO RESPONSIBILITY FOR, CONSTRUCTION MEANS AND METHODS OR JOB SITE SAFETY DURING CONSTRUCTION. PROCESSING AND/OR APPROVING SUBMITTALS MADE BY THE CONTRACTOR CONTAINING INFORMATION RELATED TO CONSTRUCTION METHODS, OR SAFETY ISSUES, OR PARTICIPATION IN MEETINGS WHERE SUCH ISSUES MIGHT BE DISCUSSED. IT SHALL NOT BE CONSTRUED AS VOLUNTARY ASSUMPTION BY MANNS WOODWARD STUDIOS, INC. OR ANY RESPONSIBILITY FOR SAFETY PROCEDURES. IT IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING CONSTRUCTION. MANNS WOODWARD STUDIOS, INC. DOES NOT ENGAGE IN, AND DOES NOT SUPERVISE THE CONSTRUCTION PROCESS.

16 THESE DRAWINGS ARE THE PROPERTY OF MANNS WOODWARD STUDIOS, INC. AND MAY NOT BE MODIFIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. REPRODUCTIONS OF THE DRAWINGS MUST BEAR THE NAME OF THE ARCHITECT AND PROJECT LOCATION. THESE DRAWINGS ARE FULLY PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS; ANY

INFRINGEMENT WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW.

17 ALL DEVICES INCLUDING SWITCHES, PLATES, THERMOSTATS, CONTROL PANELS, ETC. SHALL BE COORDINATED BY THE CONTRACTOR BASED UPON THE FOLLOWING CRITERIA: A.

DEVICES LOCATED WITHIN 36" OF EACH OTHER HORIZONTALLY (IN PLAN VIEW) OF EACH OTHER SHALL BE INSTALLED SUCH THAT THE TOPS OF ALL DEVICES ARE ALIGNED OR THE CENTERLINE OF DEVICES ARE MAINTAINED. B. DEVICES LOCATED VERTICALLY (TWO OR MORE STACKED DEVICES) SHALL BE INSTALLED SUCH THAT THE CENTERLINES ARE MAINTAINED.

SEE DIAGRAMS FOR REFERENCE. ADA REACH HEIGHTS AND DEVICE REQUIREMENTS PER CODE SUPERCEDE THIS NOTE AND WHERE IN CONFLICT SHALL REQUIRE COORDINATION AND

APPROVAL FROM THE ARCHITECT.

GENERAL PARTITION NOTES

1 PROVIDE FIBERGLASS REINFORCED MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL EQUIPMENT ROOMS, JANITOR'S CLOSETS, RESTROOMS, KITCHENS AND OTHER WET AREAS. PROVIDE FIBERGLASS REINFORCED MOISTURE RESISTANT WALL BOARD IN ALL OTHER

AREAS WITHIN 8'-0" OF WATER SOURCE.

2 CONTRACTOR SHALL PROVIDE BLOCKING AND NAILERS AS REQUIRED TO SUPPORT ALL NEW WORK, INCLUDING ITEMS TO BE PROVIDED

AND/OR INSTALLED BY OWNER.

3 PROVIDE CONCRETE BACKER BOARD IN LIEU OF GYPSUM WALL BOARD WHERE TILE FINISH IS INDICATED.

4 INTERIOR METAL STUD FRAMING AND EXTERIOR FURRING/MISCELLANEOUS FRAMING, UNLESS NOTED OTHERWISE, SHALL BE A MINIMUM

OF 20 GAUGE THICKNESS AND SHALL BE SPACED 16 INCHES ON CENTER. METAL STUD PROVIDER/INSTALLER SHALL BE RESPONSIBLE FOR THE DELEGATED DESIGN AND FINAL ENGINEERING OF ALL METAL STUD FRAMING COMPONENTS INCLUDING BUT NOT LIMITED TO SOFFITS, BULKHEADS, PARTITIONS, FURRING, CEILINGS, AND MISCELLANEOUS FRAMING/BLOCKING REQUIRED TO SUPPORT AND COMPLETE THE WORK. METAL STUD PROVIDER/INSTALLER/DESIGNER SHALL PROVIDE METAL STUDS IN WIDTHS INDICATED. METAL STUD DESIGNER SHALL FIRST INCREASE METAL STUD THICKNESS, SECOND DECREASE METAL STUD SPACING TO 12 INCHES ON CENTER, AND THIRD INCREASE STUD WIDTH WHERE ADJUSTING STUD THICKNESS AND SPACING ARE INSUFFICIENT TO COMPLY WITH REQUIREMENTS.

5 MOISTURE RESISTANT GYPSUM WALL BOARD SHALL BE UTILIZED IN ALL AREAS WHERE GYPSUM WALL BOARD IS TO BE DIRECTLY ADHERED TO CONCRETE OR MASONRY SURFACES IN INTERIOR APPLICATIONS. SUBSTRATE SHALL BE CLEANED AS REQUIRED AND FREE OF DUST, DEBRIS, AND MOISTURE PRIOR TO ADHESION AND FINISHING.

6 CONSTRUCTION OF RATED WALL ASSEMBLIES SHALL BE STRICTLY ADHERED TO IN ACCORDANCE WITH UL AND/OR GYPSUM ASSEMBLY

SPECIFICATIONS. REFER TO CODE PLANS FOR ADDITIONAL INFORMATION.

SCHEDULE - INTERIOR PARTITION & WALL TYPE

MARK WIDTH DESCRIPTION

FIRE RATING

STC

RATINGRATING

ASSEMBLY

REF

P5 6 5/8" 6" METAL STUD W/ 5/8" GWB ONE SIDE UP TO 12'-0" AFF

P7 4 7/8" 3-5/8" METAL STUD W/ 5/8" GYPSUM WALL BOARD EACH SIDE UP TO 12'-0" AFF

P8 7 1/4" 6" METAL STUD W/ 5/8" GYPSUM WALL BOARD EACH SIDE UP TO 12'-0" AFF

P T

No. DATE

RESTROOM

V2-A103

BB-A

AA-A

V2-A1038

V2-A1039

V2-A103

EXISTING WALL TO REMAIN

EXISTING CONSTRUCTION TO BE

DEMOLISHED (SEE DEMO PLANS)

NEW WALL/PARTITION

PLAN LEGEND

AREA NOT IN SCOPE

1/4" = 1'-0"2 FIRST FLOOR PLAN

SHEET NUMBER:

ORIGINAL ISSUE DATE:

SHEET REVISION SCHEDULE:

SUBMISSION:

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

SEAL:

410-344-1460

INFO@MWSARCH.COM

WWW.MWSARCH.COM

S T U D I O S

8098 SANDPIPER CIR, SUITE H

NOTTINGHAM, MD 21236

/2 9:

LAST PROJECT REVISION: No B | 04/22/26

V2-A101

FLOOR PLANS

08/28/2026

PROJECT NUMBER: 23-194

PERMIT/BID/CONSTRUCTION

H A

C O U N

M D

-2 B A N K B U

G R

O V A

O N

C O U

H O U

O O M S

T C O U

N D S

T, B

M D

1/4" = 1'-0"1 FIRST FLOOR DEMOLTION PLAN

P T

GENERAL PLAN NOTES

1 G.C. SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. REPORT ANY

DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK.

2 ALL DOOR JAMBS IN METAL STUD WALL SHALL BE A MINIMUM OF 4" FROM ADJACENT / PERPENDICULAR WALLS UNLESS NOTED

OTHERWISE.

LEGEND - KEYNOTE LEGEND

KEY NOTE

1 REMOVE EXISTING MASONARY W/ PLASTER FINISH ABD ALL ASSOCIATED APPURTENANCES IN THEIR ENTIRETY, FOR NEW

OPENING.

2 REMOVE EXISTING CARPET FLOOR FINISH, FLOOR BASE, WALL FINISHES, AND ALL ASSOCIATED APPURTENANCES IN THEIR

ENTIRETY.

3 LOCATION OF TEMPORARY CONSTRUCTION PARTITION.

4 DEMOLISH PORTION OF FLOOR FOR NEW PLUMBING.

No. DATE

RESTROOM

1/ 4"

6' -8

7/ 8"

4 7/8" 8'-1 1/2"

V2-A103

OPP/SIM

AA-A

GB5

TD1

SN1

GB4

CT-1

1'-5" 8 1/8"

LD1

V2-A1038

PT1

GB1

1' -8 "P5

1'-6"

RESTROOM

7/ 8"

6' -8

5/ 8"

4 7/8" 8'-1 1/2"

V2-A103

CT-1

GB4

LD1

GB5

SN1

TD1

BB-A

CL1'-6"

V2-A1039

V2-A103

PT1

CL 1'-5" 8 1/8"

1' -8

B-1

P-1

FIRST FLOOR

B-1

GB1

GB5

CLCL

1'-0" 2'-0"

TD1

SN1

FIRST FLOOR

GB4

MR1CT-2

B-1

PT1

B-1

P-2

CT-2

10"

LD1

BB-A

P-1

FIRST FLOOR

EXISTING EXPOSED WAFFLE

SLAB TO REMAIN

'-0

CLG-1

8'-10"

P7 P8

V2-A103 11V2-A103

Sim

3 5/8" STRUCTURAL

METAL STUD @ 16" O.C.

MIN. W/(1) ROW OF

BRIDGING MID-SPAN

13'-2"

11'-0"

MAX.

8" Ø

OF SLAB ONLY

PENETRATION

IN THIN PART

8"Ø MAX CORE WITHOUT SLAB

REINFORCING

HOLES MAY ONLY BE CORED IN

THIN PART OF SLAB - NO

PENETRATIONS IN WAFFLE RIBS

IS PERMITTED

R M

N O

N S

CLG-1

8'-10"

9'-0"

10'-2"

3 5/8" STRUCTURAL METAL

JOISTS/STUD @ 16" O.C. MIN.

w/ (1) ROW OF BRIDGING MID-

SPAN

P-1, FIELD PAINT

FIRST FLOOR

P-1

AA-A

B-2

EXISTING DRYWALL REVEAL

FIRST FLOOR

BB-AEX122IIII

P-1

B-2

FIRST FLOOR

NEW TILE BASE, TYP.

NEW WALL TILE, TYP.

EXISTING WALL

EXISTING SLABNEW FLOOR TILE, TYP.

EXISTING WAFFLE SLAB

NEW GWB CEILING

ASSEMBLY, TYP.

MATCH WITH

EXISTING BASE, TYP.

SHEET NUMBER:

ORIGINAL ISSUE DATE:

SHEET REVISION SCHEDULE:

SUBMISSION:

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

SEAL:

410-344-1460

INFO@MWSARCH.COM

WWW.MWSARCH.COM

S T U D I O S

8098 SANDPIPER CIR, SUITE H

NOTTINGHAM, MD 21236

/2 9:

LAST PROJECT REVISION: No B | 04/22/26

V2-A103

ENLARGED PLANS, FINISHES & INT.

ELEVATIONS

08/28/2026

PROJECT NUMBER: 23-194

PERMIT/BID/CONSTRUCTION

H A

C O U N

M D

-2 B A N K B U

G R

O V A

O N

C O U

H O U

O O M S

T C O U

N D S

T, B

M D

1/4" = 1'-0"1 ENLARGED PLAN - TOILET AA

1/4" = 1'-0"2 ENLARGED PLAN - TOILET BB

1/4" = 1'-0"5 BB TOILET - SOUTH

1/4" = 1'-0"6 BB TOILET - WEST

1/4" = 1'-0"3 BB TOILET - NORTH

1/4" = 1'-0"4 BB TOILET - EAST

1/4" = 1'-0"7 TOILET ROOM SECTION

3/4" = 1'-0"10 WAFFLE SLAB PLUMBING PENETRATION DETAIL

SCHEDULE - TOILET ROOM ACCESSORIES

MARK DESCRIPTION BOD MANUFACTURER BOD MODEL COMMENTS

GB1 18" GRAB BAR BOBRICK B-5806-18

GB4 36" GRAB BAR BOBRICK B-5806-36

GB5 42" GRAB BAR BOBRICK B-5806-42

LD1 LIQUID SOAP DISPENSER PURELL ES8

MR1 20" x 40" CHANNEL FRAME MIRROR AMERICAN SPECIALTIES 0620

PT1 MANUAL PAPER TOWEL DISPENSER SCOTT 46253

SN1 SURFACE MOUNTED SANITARY WASTE RECEPTACLE GRAINGER 1ECK9

TD1 TWIN TOILET PAPER DISPENSER IN-SIGHT DISPENSERS 09608

SCHEDULE - FINISHES

ROOM INFORMATION

FLOOR FINISH BASE

WALL FINISH CEILING

FINISH REMARKSRM # ROOM NAME NORTH SOUTH EAST WEST

AA RESTROOM CT-2 B-1 P-1/CT-1 P-1/CT-1 P-1/CT-1 P-1/CT-1 GYPSUM

BB RESTROOM CT-2 B-1 P-1/CT-1 P-1/CT-1 P-1/CT-1 P-1/CT-1 GYPSUM

SCHEDULE - MATERIAL FINISH KEY

FINISH MARK DESCRIPTION BOD MANUFACTURER BOD MODEL/PRODUCT LINE BOD COMMENTS

B-1 6" CERAMIC TILE COVE BASE FLORIDATILE SERENDIPITY - FATE WARM GRAY GROUT - LATICRETE - 45 RAVEN

B-2 MATCH EXISTING BASE MATCH EXISTING MATCH EXISTING

CT-1 2" x 2" CERAMIC TILE FLORIDATILE SERENDIPITY - FATE WARM GRAY FLOOR TILE - GROUT - LATICRETE - 45 RAVEN CT-2 12" x 24" CERAMIC TILE ARCHITESSA DISTRICT - SILVER HONED WALL TILE - GROUNT - LATICRETE - 97 IRON

P-1 FIELD PAINT SHERWIN WILLIAMS SW7029 AGREEABLE GREY - EGGSHELL

P-2 TRIM PAINT SHERWIN WILLIAMS SW 7005 PURE WHITE

1 1/2" = 1'-0"11 SOFFIT DETAIL

1/4" = 1'-0"8 EXTERIOR RESTROOM AA - WEST

1/4" = 1'-0"9 EXTERIOR RESTROOM BB - WEST

1 1/2" = 1'-0"12 EXISTING WALL SECTION DETAIL

No. DATE

VARIES

1. SEE DOOR SCHEDULE FOR ACTUAL PANEL DIMENSIONS.

HOLLOW METAL STANDARD

FRAME

JAMB VARIES JAMB VARIES

PANEL(S) WIDTH VARIES

(S ) H

OVERALL WIDTH VARIES

L H

HM ST

1.) SEE DOOR SCHEDULE FOR FRAME DIMENSION VARIABLES

STANDARD

FRAME

5' -0

TACTILE

SURFACE

" M

DOUBLE

DOOR

FRAME

5' -0

TACTILE

SURFACE

" M

SIDE LITE

FRAME

5' -0

TACTILE

SURFACE

" M

. PROVIDE A BLANK GLASS

BACKUP ON OPPOSITE SIDE

OF THE GLASS EXACTLY

BEHIND THE SIGN

PROVIDE SIGNAGE AT ALL OF THE FOLLOWING LOCATIONS:

ADA COMPLIANT IDENTIFICATION ROOM SIGNAGE WITH REMOVABLE INSERT AT ALL ROOMS OTHER THAN MECHANICAL ROOMS AND TOILET ROOMS.

SIGNS SHALL INDICATE ROOM NUMBER AND PROVIDE REMOVABLE INSERT FOR ROOM NAMES.

ADA COMPLIANT IDENTIFICATION ROOM SIGNAGE AT MECHANICAL ROOMS AND TOILET ROOMS. SINGLE OCCUPANT TOILET ROOMS SHALL BE IDENTIFIED AS UNI-SEX. SINGLE OCCUPANT TOILET ROOMS WITH CHANGING STATIONS SHALL BE IDENTIFIED AS FAMILY RESTOOMS.

ADA COMPLIANT IDENTIFICATION EXIT SIGNAGE AT ALL DOORS LEADING TO RATED EXITS.

ADA COMPLIANT IDENTIFICATION FLOOR LEVEL SIGNAGE AT ALL FLOOR LANDINGS OF STAIRS AND RAMPS.

ADA COMPLAINT INFORMATIONAL SIGNAGE AT ALL AED STATIONS AND FIRE EXTINGUISHERS.

ADA COMPLIANT INFORMATIONAL SIGNAGE INDICATING THE MAXIMUM OCCUPANCY OF ALL ASSEMBLY SPACES.

ADA COMPLIANT INFORMATIONAL SIGNAGE SHALL BE PROVIDED AT ALL ELEVATORS.

CONTINUOUS SEALANT

BOTH SIDES, TYPICAL

H.M. FRAME, PAINTED

DH-1

DJ-1

EXISTING MASONRY WALL

TO REMAIN

7 3/4"

5/8" GWB EACH SIDE

EQ 3 5/8"

2 3/8"

1 3/4" EQ

CORNER BEAD, BOTH SIDES,

FLOAT SMOOTH, TYPICAL

H.M. FRAME, PAINTED

EXISTING MASONRY WALL

TO REMAIN

7 3/4"

5/8" GWB

3 5/8" 2 3/8"

1 3/4" EQ

1/2"

CORNER BEAD, FLOAT

SMOOTH, TYPICAL

TILE BACKER BOARD WALL TILE, TYP.

V.I.F.

9 1/4"

SCHLUTER

TRIM, TYP.

V.I.F.

9 3/8"

C L 1"

2" 5/ 8"

C L

5/ 8"

2" 1"

TH-1TH-1

CARPET - PORCELAIN TILE

EXISTING CARPET

DOOR PANEL

PORCELAIN TILE

DOOR FRAME

ADA MARBLE

THRESHOLD, TYP.

SCHEDULE - DOOR

MARK

DOOR PANEL FRAME DETAILS RATINGS

HARDWARE COMMENTSSIZE TYPE THICKNESS MATERIAL FINISH FRAME TYPE

SIZE SUMMARY

FRAME PROFILE

SUMMARY

MATERIAL FINISH HEAD JAMB THRESHOLD STC

FIRE

(MINUTES)

OVERALL

HEIGHT

OVERALL

WIDTH HEAD JAMB

AA-A 3'-0" x 8'-5" PANEL : F 1 3/4" SCWD STAIN TO MATCH EXISTING HM ST 8'-7" 3'-4" 2" 2" HM PAINT TO MATCH EXISTING DH-1 DJ-1 TH-1 90 24 BB-A 3'-0" x 8'-5" PANEL : F 1 3/4" SCWD STAIN TO MATCH EXISTING HM ST 8'-7" 3'-4" 2" 2" HM PAINT TO MATCH EXISTING DH-1 DJ-1 TH-1 90 24

DOOR PANEL TYPE FRAME TYPE

SHEET NUMBER:

ORIGINAL ISSUE DATE:

SHEET REVISION SCHEDULE:

SUBMISSION:

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

SEAL:

410-344-1460

INFO@MWSARCH.COM

WWW.MWSARCH.COM

S T U D I O S

8098 SANDPIPER CIR, SUITE H

NOTTINGHAM, MD 21236

/2 9:

LAST PROJECT REVISION: No B | 04/22/26

V2-A600

DOOR AND SIGNAGE INFORMATION

08/28/2026

PROJECT NUMBER: 23-194

PERMIT/BID/CONSTRUCTION

H A

C O U N

M D

-2 B A N K B U

G R

O V A

O N

C O U

H O U

O O M S

T C O U

N D S

T, B

M D

SCHEDULE - DOOR HARDWARE

SET

No. HW DESCRIPTION HW FUNCTION NARRATIVE 24 COURTHOUSE TOILET CARD READER TO BE USED BY AUTHORIZED PERSONS TO GAIN ENTRY FROM THE PUSH SIDE OF THE OPENING.

CARD READER TO BE USED TO UNLOCKED THE PUSH SIDE LEVER OF THE ELECTRIFIED PRIVACY.

PROJECTING THE DEADBOLT BY USE OF THE PUSH SIDE CYLINDER OR PULL SIDE TURNPIECE OF THE ELECTRIFIED

PRIVACY SET WILL DEACTIVATE THE CARD READER.

RETRACTING THE DEADBOLT BY USE OF THE PUSH SIDE CYLINDER, PULL SIDE TURNPIECE OR ROATATING THE PULL

SIDE LEVER OF THE ELECTRIFIED PRIVACY SET WILL ACTIVATE THE CARD READER.

CARD READER CANNOT BE DEACTIVATED UNLESS THE DOOR IS IN THE CLOSED POSITION.

PULL SIDE LEVER OF THE ELECTRIFIED PRIVACY SET ALWAYS FREE FOR IMMEDIATE EGRESS.

GENERAL DOOR NOTES

1 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING OPENINGS/MODIFIED OPENINGS PRIOR TO FABRICATION

OF DOORS AND FRAMES.

2 DETAILS MAY VARY AT EACH DOOR. VERIFY EACH CONDITION IN FIELD.

3 SEE PARTITION SCHEDULE, FLOOR PLAN, AND STRUCTURAL DRAWINGS FOR CONSTRUCTION OF WALLS

AND PARTITIONS.

4 ALL DOORS SHALL BE SET WITHIN OPENINGS TO ENSURE ADA APPROACH COMPLIANCE AS INDICATED

ON SHEET A0.3.

5 AT WALLS WITH SOUND ATTENUATION BLANKETS, CONTRACTOR SHALL SEAL DOOR FRAMES, GLAZED

OPENING FRAMES, INTERSECTIONS, AND OTHER PENETRATIONS WITH ACOUSTICAL SEALANT.

6 DOOR HARDWARE SHALL BE ADA COMPLIANT

NOT TO SCALE

ADA SIGNAGE MOUNTING LOCATIONS

1 1/2" = 1'-0"

DOOR DETAILS

3" = 1'-0"

THRESHOLD DETAILS

No. DATE x12x11x10 x13 xF xH xJ xM x14

OPEN TO ABOVE

NO DEMO

OPEN TO ABOVE

NO DEMO

13'-2"

11'-0"

13'-2"

11'-0" x12x11x10 x13 xF xH xJ xM x14

CLG-1

8'-10"

CLG-1

8'-10"

RESTROOM

CLCL

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

C L C L

1' -8

3' -4

1' -8

CLCL

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

C L C L

1' -8

3' -4

1' -8

EXISTING WALL TO REMAIN

EXISTING CONSTRUCTION TO BE

DEMOLISHED (SEE DEMO PLANS)

NEW WALL/PARTITION

PLAN LEGEND

AREA NOT IN SCOPE

CEILING TYPE DETAILS

CLG-1

5/8" GWB, PAINTED, TYP.

3 5/8" METAL STUD @

16" OC, TYP.

EXISTING STRUCTURE

ABOVE

NO HANGING WIRES

SHEET NUMBER:

ORIGINAL ISSUE DATE:

SHEET REVISION SCHEDULE:

SUBMISSION:

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

SEAL:

410-344-1460

INFO@MWSARCH.COM

WWW.MWSARCH.COM

S T U D I O S

8098 SANDPIPER CIR, SUITE H

NOTTINGHAM, MD 21236

/2 9:

LAST PROJECT REVISION: No B | 04/22/26

V2-A800

RCPS, CEILING TYPES, & NOTES

08/28/2026

PROJECT NUMBER: 23-194

PERMIT/BID/CONSTRUCTION

H A

C O U N

M D

-2 B A N K B U

G R

O V A

O N

C O U

H O U

O O M S

T C O U

N D S

T, B

M D

GENERAL CEILING NOTES

1 CONTRACTOR SHALL COORDINATE FINAL FIELD LOCATION OF ALL EXIT SIGNS AND EMERGENCY LIGHTING WITH ARCHITECT PRIOR TO ROUGH-IN, TYP.

2 WHERE CEILINGS ARE EXPOSED ALL TIES, CABLES, AND SUPPORTS FOR CLOUDS, ELECTRICAL, MECHNICAL EQUIPMENT AND OTHER APPURTENANCES SHALL BE

INSTALLED IN A NEAT, ORGANIZED AND WORKMAN LIKE MANNER. VISIBLE TIES SHALL BE PLUMB/TRUE/SQUARE TO ELEMENTS, TIGHTLY WRAPPED, WITH EXCESS

WIRE NEATLY CUT.

3 CONTRACTOR SHALL COORDINATE THE COLOR AND FINISH OF ALL CEILING MOUNTED EQUIPMENT SUCH AS DIFFUSERS, RETURNS, SPEAKERS, ETC. WITH THE

ARCHITECT TO ENSURE THERE ARE NO STARK CONTRASTING COLORS.

4 WHERE ACT GRID LAYOUT AT EDGE CONDITIONS FOR 2X2 TILES REQUIRE TILES TO BE CUT TO LESS THAN 3", UTILIZE A 2X4 TILE IN LIEU OF THE 2X2 TILE. OMIT CILING GRID CROSS MEMBERS AS REQUIRED. NO TILE SHALL EXCEED 27" OR BE LESS THAN 3" AT PERIMETER CONDITIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE GRID MAINS AS REQUIRED TO ACHIEVE THIS DESIGN INTENT.

SCHEDULE - CEILING TYPES

MARK DESCRIPTION

BOD

MANUFACTURER BOD MODEL COMMENTS

CLG-1 5/8" GWB ON 3 5/8" METAL STUDS @ 16" O.C. N/A N/A

1/4" = 1'-0"1 FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN

1/4" = 1'-0"2 FIRST FLOOR REFLECTED CEILING PLAN

P T

RCP EQUIPMENT LEGENDRCP EQUIPMENT LEGEND

EXHAUST FAN LOCATION

RECESSED DOWNLIGHT LOCATION

No. DATE

1. THE MECHANICAL AND PLUMBING CONTRACT DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE SCOPE AND THE GENERAL ARRANGEMENT OF THE SYSTEMS. WHERE APPLICABLE THE FOLLOWING NOTES SHALL APPLY TO ALL

MECHANICAL (HVAC, PLUMBING, PIPING AND FIRE PROTECTION) SYSTEMS.

2. THOUGH SOME DUCTWORK AND PIPING OFFSETS AND TRANSITIONS ARE INDICATED, IT IS NOT THE INTENT OF THE DRAWINGS TO SHOW ALL OFFSETS AND TRANSITIONS REQUIRED. THE CONTRACTOR SHALL FULLY COORDINATE THE MECHANICAL WORK WITHIN ITSELF AND WITH THE WORK OF ALL OTHER TRADES TO PROVIDE COMPLETE AND OPERABLE

SYSTEMS WITHOUT INTERFERENCES.

3. DEMOLISH ALL SYSTEMS AND EQUIPMENT INDICATED TO BE REMOVED BY DRAWINGS OR NOTES. WHERE EXISTING SYSTEMS ARE TO REMAIN IN USE, REMOVE ALL UNUSED PORTIONS OF THE SYSTEMS TO A POINT AS CLOSE TO THE REMAINING SYSTEMS AS POSSIBLE AND CAP WITH MATERIALS AND CONSTRUCTION MATCHING THE REMAINING SYSTEMS'

CUT END.

4. PROVIDE APPROVED FIRE STOPPING MATERIAL AROUND ALL DUCTWORK AND PIPING PENETRATIONS (NEW AND EXISTING) THROUGH FIRE RATED FLOORS AND WALLS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIRE RATED FLOORS AND WALLS. PROVIDE FIRE DAMPERS AT ALL DUCT PENETRATIONS THROUGH FLOORS AND FIRE RATED

WALLS AND FIRE/SMOKE DAMPERS AT ALL PENETRATIONS THROUGH SHAFT ENCLOSURES.

5. SUPPORT ALL EQUIPMENT (I.E. AHU'S, HEATERS, FANS, AIR TERMINAL UNITS, ETC.) FROM STRUCTURE WITH SPECIFIED

VIBRATION ISOLATION.

6. PROVIDE ACCESS PANELS WHERE REQUIRED FOR ADEQUATE ACCESS TO ALL CONCEALED EQUIPMENT, VALVES, DAMPERS AND CONTROLS.

7. ALL DUCT SIZES REFER TO INTERNAL FREE AREA. REFER TO DRAWINGS AND SPECIFICATIONS FOR INTERNAL INSULATION

AND SOUND LINING PRIOR TO FABRICATION.

8. ALL DUCTWORK SHALL BE CONSTRUCTED OF RIGID SHEET METAL UNLESS OTHERWISE NOTED.

9. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATIONS AND BORDER TYPES WITH ARCHITECTURAL REFLECTED

CEILING PLAN.

10. INSTALL DUCTWORK AND PIPING MAINS TIGHT TO UNDERSIDE OF STRUCTURE UNLESS OTHERWISE INDICATED.

11. REFER TO MECHANICAL DETAILS FOR TYPICAL EQUIPMENT CONNECTIONS.

12. PIPING CONNECTIONS TO HEATING AND COOLING COILS SHALL BE MADE TO PROVIDE COUNTER FLOW BETWEEN WATER

AND AIR.

13. PROVIDE CONDENSATE DRAIN PIPING FROM EACH AIR HANDLING UNIT TO NEAREST FLOOR DRAIN. PROVIDE CLEAN OUT

AT EACH ELBOW. SIZE PER MANUFACTURER.

14. AIR CONDITIONING (A/C) CONDENSATE PIPING SHALL BE EXTENDED FROM ALL A/C CONDENSATE SOURCE EQUIPMENT (AHU'S, FAN COIL UNITS, UNIT VENTILATORS, SPLIT SYSTEM A/C UNITS, ETC.) AND CONNECTED TO THE NEAREST STORM

WATER PIPE/DRAIN LOCATION. SIZE PER MANUFACTURER.

15. REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATION OF DUCT PENETRATIONS THRU ROOF. PROVIDE DUCT

TRANSITIONS AT ROOF FOR ALL ROOF MOUNTED EQUIPMENT.

16. PATCH AND SEAL ALL REMAINING OPENINGS (NEW AND EXISTING) THROUGH FLOORS, CEILINGS, WALLS, AND ROOF RESULTING FROM DEMOLITION OR NEW WORK WITH MATERIALS AND FINISHES TO MATCH EXISTING CONSTRUCTION AND

FIRE RATING.

17. AS AN INTEGRAL PART OF THESE DOCUMENTS, THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

18. PRIOR TO THE BALANCING OF SYSTEMS BY THE AABC CERTIFIED BALANCING CONTRACTOR, ALL HIGH PRESSURE AND LOW PRESSURE SYSTEMS SHALL BE TESTED BY THE MECHANICAL CONTRACTOR FOR DUCT LEAKAGE. DUCT LEAKAGE SHALL NOT EXCEED 1% FOR A DURATION OF TEN (10) MINUTES. SEE SPECIFICATIONS FOR ADDITIONAL TESTING CRITERIA.

INSULATION MATERIALS SHALL NOT BE APPLIED UNTIL SYSTEMS HAVE BEEN WITNESSED, DOCUMENTED AND SUBMITTED TO MEET THE ABOVE TESTING REQUIREMENTS. REFER SPECIFICATIONS FOR SYSTEMS INDICATED AS LOW PRESSURE OR HIGH PRESSURE. THE BALANCE CONTRACTOR SHALL WITNESS AND CERTIFY ALL DUCT PRESSURE TESTS.

19. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A TESTING AGENCY TO PLAN AND IMPLEMENT AN INDOOR AIR QUALITY CONSTRUCTION MANAGEMENT PLAN PER THE REQUIREMENTS OF THE INTERNATIONAL GREEN CONSTRUCTION

CODE.

20. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO THE BEGINNING OF ANY WORK.

FAILURE TO VISIT THE SITE SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM ANY RESPONSIBILITY.

21. CONTRACTOR SHALL USE CARE WHEN PERFORMING SELECTIVE DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO BUILDING FINISHES, EQUIPMENT, FURNITURE, STRUCTURE, AND MECHANICAL/ELECTRICAL SYSTEMS AND EQUIPMENT. SHOULD ANY DAMAGE OCCUR THE CONTRACTOR SHALL RESTORE DAMAGED AREA/ITEMS TO ORIGINAL

CONDITION TO MEET THE OWNER'S…

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