Att.J.23R1_-_Drawings_and_Specifications.pdf

HC

RA M P U P : 5 "

RA M P U P : 3 "

RA

M P

U P:

RA

M P

U P:

0"

HC

STAIR #8 STAIR #9

STAIR #7STAIR #6

STAIR #5STAIR #4STAIR #3

STAIR #1

STAIR #2

GA

GC

GL

GFI

GYP BD

gage, gauge general contract(or) glass, glazing ground fault interrupter gypsum wall board

NAT

NRC

NOM

N

NIC

NTS

natural noise reduction coefficient nominal north not in contract not to scale

OC

OPG

OPP

OA

OH

on center(s) opening opposite overall overhead

FAB

FT

FIN

FFE

FFL

FA

FE

FEC

FHS

FLR

FLUOR

FH

FS

FW

FBO

FBT

FUT

fabric feet, foot finish(ed) finished floor elevation finished floor line fire alarm fire extinguisher fire extinguisher cab.

fire hose station/ fire standpipe floor(ing) fluorescent full height full size full width furnished by others furnished by tenant future

PNT

PNL

PAR

PBD

PTN

PED

PLAM

PWD

PT

POL

P/D/T

PFAB

PFIN

PREP

paint(ed) panel parallel particle board partition pedestal plastic laminate plywood point polished power/data/telephone prefabricate(d) prefinished preparation

QT quarry tile angle at centerline number plate round/phase (elec.)

AFF

ACT

ADJ

A/C

ALT

above finished floor acoustical tile adjacent air conditioning alternate

BLK

BLKG

block blocking

CPT

CLG

CT

CLR

COL

CONC

CMU

CONST

CONT

carpet(ed) ceiling ceramic tile clear(ance) column concrete concrete masonry unit construction continuous or continue

DTL

DIAG

DIAM

DIM

DIV

DBL

DN

DWR

DWG

detail diagonal diameter dimension division double down drawer drawing

EA

E

ELEC

EL

ELEV

EMER

ENCL

EQ

EQPT

EST

EXH

EXIST.

EXP

EXT

each east electric(al) elevation elevator emergency enclose(ure) equal equipment estimate exhaust existing exposed exterior

HDW

HWD

HDR

HTG

HVAC

HT

HC

hardware hardwood header heating heating/ventilating/ air conditioning height hollow core

JC

JT

JB

janitor's closet joint junction box

KD

KO

knock down knock out

LBS

LAM

LAV

L

LT

LF

LG

pounds laminate(d) lavatory length light linear feet long

IN

INCL

INFO

ID

INST

INT

inch include(d), (ing) information inside diameter install(ed), (ation) interior

HM

HOR

hollow metal horizontal

MFR

MAS

MAX

MED

MET

MEZZ

MWK

MIN

MISC

MOD

MLDG

MTD

manufacture(r) masonry maximum medium metal mezzanine millwork minimum miscellaneous modular molding, moulding mount(ed), (ing)

RAD

REC

REF

REQ

RES

RA

REV

RH

RM

RO

R radius recessed reference require(d) resilient return air revision(s), revised right hand room rough opening riser

SCH

SEC

SEP CIR

SHT

SIM

SC

STC

S

SPKR

SPEC

SQ

SF

SS

STD

STL

SUS

SYS

schedule section separate circuit sheet similar solid core sound transmission class south speaker specification(s) square square feet stainless steel standard steel suspended system

TKBD

TEL

THK

T

TOS

TYP

tackboard telephone thick(ness) tread top of slab typical

UNF

UNO

VFY

VIF

VERT

VWC

VT

V unfinished unless noted otherwise verify verify in field vertical vinyl wall covering vinyl tile volt wainscoat wall to wall wall hung water closet watt weight west width, wide with without wood

WSCT

WTW

WH

WC

W

WT

W W W/ W/O

WD

ɸ

STANDARD ABBREVIATIONS

HIDDEN LINES OR ITEMS ABOVE

CENTERLINES, PROJECTED LINES

NOT IN CONTRACT (NIC)

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

NEW CEILING-HIGH PARTITION

NEW PARTITION TO SLAB OR

STRUCTURE ABOVE

KEYPLAN

The District of Columbia Courts Capital Projects and Facilities Management Division 616 H. Street N.W.,Suite 622 Washington, D.C. 20001 Phone: 202.879.2801

Client

THE DISTRICT OF COLUMBIA COURTS

400 SOUTH MAPLE AVENUE, SUITE 230

Falls Church, VA 22046

Phone: 703.884.0030

Construction Management

MARKON SOLUTIONS

PROJECT TEAM

1505 Prince Street Suite 200 Alexandria, VA 22314 Phone: 703.836.9600

Architect IBI GROUP, Virginia

1130 Connecticut Ave. NW.Suite 750 Washington, D.C. 20036-3915

Phone: 202.296.6583

MEP Consultant

LORING CONSULTING ENGINEERS

1201 Lee Jackson Memorial Highway, Suite 215 Fairfax, VA 22033

Phone: 703.251.2800

Fire Suppression Consultant Jensen Hughes

USE GROUP

CONSTRUCTION TYPE

HEIGHT/NO. STORIES:

HIGH RISE/ATRIUM:

FULLY SPRINKLERED:

SMOKE EVACUATION:

EFFECTED FLOOR AREA (GROSS):

OCCUPANT LOAD (TABULAR)

NO. OF EGRESS STAIRS

STAIR WIDTH PER RUN

MINIMUM SEPARATION BETWEEN STAIRS

ACTUAL SEPARATION BETWEEN STAIRS

MIXED USE

TYPE 1B, IBC 2000

6 STORIES ABOVE GRADE

YES

PARTIAL

NO

4571 SF.

BUSINESS: NONE

44"

200'

N/A

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

N/A

NO CHANGE

EXISTING BUILDING PROPOSED ALTERATION

PROJECT DATA/ CODE ANALYSIS

PARTITION REFERENCE

VICINITY MAP

H. CARL MOULTRIE COURTHOUSE

MUNICIPAL BUILDING 4T

H

ST

RE

ET

5T H

ST

RE

ET

6T H

ST

RE

ET

C STREET

D STREET

INDIANA AVE

STANDARD DRAWING SYMBOLS

LINE TYPE REFERENCE

NO

RT

H

NO

RT

H

PROJECT AREA

Elevation Reference

Top of Steel El: 10'-0" AFF

Description of Mark

Elevation Reference Dimension

Elevation Reference

Drawing Number

Sheet Number

Section Reference

Drawing Number

Sheet Number

Door Number Reference

Door Number Note: Where multiple suites are part of the Scope, refer to Door Schedule for full Door Number.

Blocking Reference

Indicates side(s) of partition to receive wood blocking for wall mounted eqpt. or furniture.

If no dimension is given, blocking extends full width of indicated partition.

B

Room Name & Number Reference

Room Number

210A

Column Grid Reference

Column Grid Reference Number

Partition Type

Partition Reference

A000

A

1A

Furnishing Reference

Keynote Reference

Terrazzo Base

Detail Reference

Finish Reference

Ax.xx

Drawing Number

Sheet Number

TYP.

Starting Point & Stopping Point

AK-01

TYP.

Keynote Reference Number (Prefix may vary)

XXX Item Reference for Millwork, Furniture, ETC...

x-1 Finish Type

Finish Reference

1 Revision Number

Hatching Reference

Not In Contract (NIC)

Gyp. Bd. Ceiling

New Millwork

NO

RT

H

PR

O

JE

CT

TI

TL

E

SH

EE

T

Date:

Scale:

Checked by:

Planned By:

Drawn by:

Do Not Scale this Drawing Contractors to Verify Dimensions on Site c

IB

I G ro up Pl ot te d:

This drawing and the design shown hereon are the property of IBI Group formally Gruzen Samton. The reproduction, copying, or other use of the drawing without their written consent is prohibited and any infringement will be subject to legal action.

Accepted By:

Capital Projects and Facilities Management Officer Contracting Officer District of Columbia Courts

SUBMISSION

RE

V

IS

IO

N S

ISSUED FOR DATE

NO. DESCRIPTION DATE BY

KEY PLAN

Pr oje ct Ti tle

A

RC

H

IT

EC

T

E

N G

IN

EE

R N

A M

E

L O

G O

Cl ien t N am e

APPROVALS DATE

Co ns tru cti on D oc um en ts for In ter ior

Im pr ov em en t t o:

Construction Documents for Interior Improvement to:

Location:

IBI

GROUP

IBI Group 1505 Prince Street, Suite 200 Alexandria VA 22314 United States tel 703 836 9600 fax 703.836.2484

HEALTH UNIT

09/13/2016

5T H

S T

RE

ET

6T H

S T

RE

ET

D STREET

C STREET

INDIANA AVE

H.CARL MOULTRIE

COURTHOUSE

MUNICIPAL

BUILDING

As indicated

9/ 6/

:3

0:

P M

BIM 360://2153 - DC Courts/HCMC_C Health Unit (IBIny).rvt

TYRONE HARLEY

JOSEPH ILARDI

Designer

A00002153-B.26

Di str ict of

C olu m bia

C ou rts Ca pi ta l P ro jec t a nd F ac ilit ies M an ag em en t D ivi sio n

COVER SHEET

ISSUE FOR PERMIT 12.12.16

H. Carl Moultrie I Courthouse Health Unit

H.

C ar l M ou ltr ie I C ou rth ou se

He alt h U nit

District of Columbia Courts Capital Project and Facilities

Management Division

ARCHITECTURAL INDEX OF DRAWINGS

Sheet Number Sheet Name

A0000 COVER SHEET X

A0001 GENERAL NOTES X

A0002 DOOR SCHEDULE & DETAILS X

A0003 PARTITION TYPES X

A0004 DEMOLITION PLAN X

A0005 REFLECTIVE CEILING DEMOLITION PLAN X

A0006 FLOOR PLAN X

A0007 REFLECTED CEILING PLAN X

A0008 POWER, DATA & TELEPHONE LOCATION PLAN X

A0008_B TELECOM & ELECTRICAL CLOSET LOCATION DIAGRAM AND GENERAL NOTES X

A0009 SWITCHING PLAN X

A0010 FINISH PLAN X

A0011 FURNITURE PLAN X

A0012 ENLARGED PANTRY PLAN, DETAILS, ELEVATIONS & SECTIONS X

A0013 ENLARGED RESTROOM PLAN DETAILS, ELEVATIONS & SECTIONS X

A0014 CEILING DETAILS X

A0015 WAITING ROOM MILLWORK COUNTER & GLAZING DETAILS X

A0016 ENLARGED EXAM ROOM & LACTATION ROOM DETAILS & ELEVATIONS X

A0017 MISCELLANEOUS DETAILS X

A0018 STORAGE ROOM SECTION & DETAILS X

A0019 PROGRAMMING PLAN AND SCHEDULE X

A0020 SIGNAGE PLAN, TYP. ELEVATIONS AND SCHEDULE X

District of Columbia Courts:

H.Carl Moultrie I Courthouse - C- Level 500 Indiana Avenue, Washington, D.C. 20001

ELECTRICAL INDEX OF DRAWINGS

Sheet

Number Sheet Name

E0000 ELECTRICAL COVER SHEET X

E0001 ELECTRICAL DEMOLITION PLANS X

E0002 ELECTRICAL FLOOR PLANS X

E0003 ELECTRICAL FIRE ALARM PLAN X

E0004 ELECTRICAL RISER DIAGRAM, DETAIL & SCHEDULES X

MECHANICAL INDEX OF DRAWINGS

Sheet

Number Sheet Name

M0000 MECHANICAL COVER SHEET X

M0001 MECHANICAL DEMOLITION AND NEW WORK FLOOR PLANS X

M0002 MECHANICAL SCHEDULES X

M0003 MECHANICAL DETAILS X

PLUMBING INDEX OF DRAWINGS

Sheet

Number Sheet Name

P000 PLUMBING COVER SHEET, NOTES & SCHEDULES X

P001 PLUMBING DEMOLITION & NEW WORK FLOOR PLANS X

P002 PLUMBING SCHEDULES, DETAILS & RISER DIAGRAM X

FIRE PROTECTION INDEX OF DRAWINGS

Sheet

Number Sheet Name

F001 FIRE SUPPRESSION DEMOLITION PLAN X

F002 FIRE SUPPRESSION NEW WORK PLAN X

ISSUE FOR CONSTRUCTION 09.05.17

Usable site area 1175 sf

1. See the Reflected Ceiling Plan for ceiling heights.

2. Unless indicated otherwise by the drawings, center all suspended ceilings in the space or spaces in which they occur such that the width of the perimeter tiles is greater than one-half of the width of a standard tile.

3. Unless noted otherwise, locate all new switches at 45" A.F.F. to center line of switch(is) in accordance with the ADA accessibility guidelines. All new switch locations to be as indicated by the engineering drawings.

4. Furnish and install in quantity and type all light fixtures together with all materials incidental thereto, as shown on the reflected ceiling plan, UNO. Locations of any item not shown or specifically located on the reflected ceiling plans shall be field coordinated with the Architect prior to installation.

5. Install multiple switch groupings in common gang boxes with barriers and common copperplates.

6. Coordinate the installation and verify the required location of any/all supplemental mechanical, electrical, or plumbing equipment. Furnish and install any required supplemental structure which may be required for the support of said equipment whether specifically noted in plan or not.

7. Supply finish trim for all ceiling mounted luminaries which is designed for use in the ceiling where it occurs.

8. Coordinate with light fixtures specifications and cut sheets for proper installation in the designated ceiling.

9. Fixtures on suspended ceiling shall be supported from the floor above by means of a minimum of 4 chains/wires per fixture; each chain capable of supporting 100 lbs.

10. Install all fixtures and wire fixtures to be connected to emergency circuits and exit lights based on applicable codes.

11. Mount ceiling recessed luminaires and devices as close to the center of ceiling tiles unless noted otherwise. Where conditions make it impractical or impossible to center a luminaire or device, notify and coordinate any such occurrences with the

Architect prior to the installation of said devices or any materials that are incidental thereto.

12. Perform selective demolition as required for the modification/installation of equipment and devices whether specifically noted in plan or not. Return the surrounding surfaces and substructure to "like-new" condition or replace as required to provide a suitable substrate for new finishes.

General Reflected Ceiling Notes

1. Install all wall mounted P/D/T devices vertically at 18" A.F.F. to centerline unless noted otherwise on the plans.

2. Electrical work and materials shall be in compliance with the National Electrical Code and all other related codes in use by the governing government agency(ies) at the time of construction. In the event of a conflict between the aforementioned requirements, the more restrictive shall apply.

3. All mounting heights indicated are to the centerline(s) of outlet(s), device(s) or equipment unless noted otherwise.

4. Outlets, or other devices, which are mounted on opposite sides of partitions shall not be mounted back to back.

5. Where core drilling is required, use (GPR) Ground Penetrating Radar for concrete slab to verify that the location to be drilled is free of obstructions. Report findings of the (GPR) to CM/PM and Architect prior to commencing the work.

6. Coordinate with Architect and CM/PM/vendor/Tyco for the provision and installation requirements for security.

General Power/Data/Telephone Notes

1. All finishes shall be applied in conformance with the manufacturer's recommendations and instructions. A copy of the recommendations and instructions shall be submitted to the designer prior to the installation of materials.

2. Unless otherwise noted, all paint, painting and priming for wallcovering's and wallpaper are to be furnished and installed by the contractor.

3. All changes in floor material and colors shall occur at the centerline of doorways unless noted otherwise.

4. Paint all unfinished materials, grilles, registers, etc, to match adjacent walls. Materials with a factory finish, such as anodized aluminum, shall be left in their natural finish unless otherwise noted by the construction documents.

5. See Reflected Ceiling Plans for ceiling finishes.

6. Prepare floor for installation of finishes in accordance with the manufacturer's specifications and recommendations. Remove all foreign matter, grease, wax, paint, oil, adhesives, dirt, etc. Cracks, holes and depressions should be filled with flashing compound or latex patch material. Cut off any protruding objects and grind smooth to level with the floor surface.

7. Inspect floor construction and surfaces to receive new finishes and promptly notify the Architect of any defects in the substrate that affect the work so that they may be corrected before the start of the work. Proceeding with the work shall be deemed as acceptance by the Contractor of the floor areas and he shall be responsible thereafter for the installation of the work

8. Install flooring materials within the allowable temperature range as stated by the manufacturer's installation instructions. All flooring material shall be delivered to the site in time to acclimate to conditions prior to installation. A copy of the installation instructions shall be submitted to the architect and the owner.

General Finish Notes

Unless otherwise indicated by the Construction Documents, all new items of construction are to be furnished and installed by the Contractor and/or his subcontractors. The terms "Furnish", "Install", "Provide", and any derivations thereof used in the

Construction Documents, are directing the Contractor to both furnish and install any given item and its incidental materials unless otherwise noted.

The Work includes, but is not necessarily limited to, the following:

1. The erection of temporary acoustical, dust proof partitions separating the area of the Work from the existing adjacent public areas

2. The demolition and disposal of all existing materials and constructs, together with all materials incidental thereto, as indicated by the Construction Documents. Said materials and constructs include, but are not necessarily limited to:

a. Acoustical ceiling tiles, suspension grid, and hanger wire,

b. Partitions, doors, frames & hardware

c. Exit SIGNAGE and other ceiling mounted devices,

d. Carpet and base materials,

e. Limited demolition outside of the Project Area as may be necessary for the completion of the Work

Related matters include:

f. Verify with CM/PM as to whether existing light fixtures are to be stored for the courts future use or whether they are to be discarded.

g. Coordinate with CM/PM/ Courts Vendor, TYCO Security, for the removal of any existing security devices.

h. Coordinate with CM/PM for the removal of any security equipment or furnishings not covered by TYCO security

Refer to the Engineering drawings for information on additional items to be removed.

3. The cleaning and preparation of surfaces to receive new finishes or constructs as indicated by the Construction documents.

Preparation shall be in accordance with the recommendations and specifications of the respective manufacturer.

4. The installation of new work as indicated by the Engineering Documents.

5. The installation of ceiling bulkheads and support framing.

6. The repair and refinishing of existing doors for reuse.

7. The erection of new gypsum board partitions.

8. The installation of all doors and hardware.

9. The installation of all finishes and accessories as indicated by the Construction Documents.

10. The installation of all millwork as indicated by the Construction Documents.

11. The installation of suspended ceiling grid assemblies & acoustical tiles.

12. The installation of all light fixtures and other ceiling mounted devices indicated by the Construction Documents together with all materials incidental thereto.

13. The installation of all fire and life safety devices as indicated by the Construction Documents.

14. The repair and/or replacement of existing construction to remain that was removed for the installation of work or which was damaged as a result of the work.

15. The installation of fire and safety devices as indicated by construction documents.

16. The installation of automatic sprinkler system to accommodate the proposed layout.

17. Coordination of the work courts audio-visual and the provision of rough-in work that may be required whether specifically noted in plan or not.

18. Coordination of work of the courts furniture vendor and the provision of any electrical connection services that they may require.

19. Contractor shall be responsible for coordination of work with all Courts vendors, including phone, data and cabling.

General Description of the Work

1. Codes and Regulations: Conform to codes and regulations currently in force by the District of Columbia and the US Marshals service. Said documents include, but are not limited to, the following:

a. 2012 International Building Code

b. 2012 International Fire Prevention Code

c. 2012 DCMR DC Building Code

d. ANSI 117.1 2003 Edition

e. Americans with Disabilities ACT Accessible Guidelines.

Where a conflict occurs in or between the aforementioned codes and regulations, the stricter shall apply unless otherwise indicated or agreed upon.

2. Due to the small scale of the drawings and the instability of the reproduction process, do not scale these drawings. Field verify any dimensions deemed, or noted as being, critical.

3. Verify all dimensions and existing conditions at job site and advise the Architect of any discrepancies, additions, deletions and/or alterations in any or all conditions before proceeding with any phase of the work.

4. Unless noted otherwise, all dimensions are from finish face to finish face.

5. Furnish and install fire retardant treated wood blocking as required at all locations for the proper and secure installation of all wall mounted equipment or millwork whether specifically noted in the drawings or not.

6. Where electrical and plumbing fixtures, or other related equipment, occur in millwork, provide cut-outs, rough-ins and stub-ins for these items and coordinate the work to assure proper location and installation.

7. Provide firestopping/safing material as required to maintain the fire-rating of floor, wall and ceiling assemblies whether specifically noted in plan or not. This applies to existing as well as new penetrations.

8. Provide demolition to the minimum extent required for the installation of fire alarm, sprinkler, MEP and telecommunications work. Coordinate with each of the respective trades and consultants and verify the extent of the work required. Unless noted otherwise, existing finishes and equipment in the designated areas are to remain and should be disturbed only to the minimum extent to perform the work. Repair or replace finishes that are damaged as a result of work to match surrounding conditions

9. Millwork:

a. Fabricate and install all millwork indicated in the Construction Documents in accordance with the specifications and provisions of the "Architectural Woodwork Quality Standards", 8th Edition, as published by the Architectural Woodwork

Institute, for Custom cabinets.

b. Refer to the Finish Schedule for the color selections.

General Architectural Notes

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Date:

Scale:

Checked by:

Planned By:

Drawn by:

Do Not Scale this Drawing Contractors to Verify Dimensions on Site c

IB

I G ro up Pl ot te d:

This drawing and the design shown hereon are the property of IBI Group formally Gruzen Samton. The reproduction, copying, or other use of the drawing without their written consent is prohibited and any infringement will be subject to legal action.

Accepted By:

Capital Projects and Facilities Management Officer Contracting Officer District of Columbia Courts

SUBMISSION

RE

V

IS

IO

N S

ISSUED FOR DATE

NO. DESCRIPTION DATE BY

A

RC

H

IT

EC

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E

N G

IN

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R N

A M

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L O

G O

APPROVALS DATE

Location:

IBI

GROUP

IBI Group 1505 Prince Street, Suite 200 Alexandria VA 22314 United States tel 703 836 9600 fax 703.836.2484

HEALTH UNIT

09/13/16

PR

O

JE

CT

KEY PLAN

Pr oje ct Ti tle

Cl ien t N am e

Co ns tru cti on D oc um en ts for In ter ior

Im pr ov em en t t o:

5T H

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6T H

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D STREET

C STREET

INDIANA AVE

H.CARL MOULTRIE

COURTHOUSE

MUNICIPAL

BUILDING

ISSUE FOR CONSTRUCTION 09.05.17

1/8" = 1'-0"

9/ 6/

:3

0:

P M

BIM 360://2153 - DC Courts/HCMC_C Health Unit (IBIny).rvt

TYRONE HARLEY

JOSEPH ILARDI

Designer

A00012153-B.26

GENERAL NOTES

ISSUE FOR PERMIT 12.12.16

District of Columbia Courts Capital Project and Facilities

Management Division

Di str ict of

C olu m bia

C ou rts Ca pi ta l P ro jec t a nd F ac ilit ies M an ag em en t D ivi sio n

H.

C ar l M ou ltr ie I C ou rth ou se

He alt h U nit

DOOR SCHEDULE

DOOR

NO.:

DOOR FRAME HARDWARE

SIZE DESCRIPTION

TYPE FIN. SET #

GENERAL DOOR &

HARDWARE

REMARKSW H T MAT'L TYPE FIN.

GENERAL DOOR &

HARDWARE

NOTES

HARDWARE

SET

MODIFIERS

X

Hardware Set #1 General Usage Description:

No: Description: Qty: Manufacturer: Model: Finish: Remarks:

Hardware Set #2 General Usage Description:

No.: Description: Qty: Manufacturer: Model: Finish: Remarks:

Hardware Set #3

General Usage Description:

No.: Description: Qty: Manufacturer: Model: Finish: Remarks:

Hardware Set #4 General Usage Description:

Hardware Set Modifiers General Usage Description:

No.: Description: Qty: Manufacturer: Model: Finish: Remarks:

Standard Door Types

Standard Frame Types

SE

E

SC

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SEE

SCHEDULE

Typical Single Door

FLUSH SINGLE LEAF

DOOR -FOR FINISH REFER TO

GENERAL DOOR & HARDWARE

REMARKS #8 & #9 THIS SHEET.

1A- (WD) WOOD DOOR

2" 2"

2"

SE

E

SC

HE

DU

LE

SEE SCHEDULE

Single Leaf Hollow Metal Door Frame

SIM NEW HOLLOW METAL FRAME

TYPICAL DETAIL TAGS, SEE STANDARD

FRAME DETAIL ON THIS SHEET

DETAIL TAG "1" FOR DOOR

1.00D & 1.00E

Standard Frame Details

A. Supply all frames, doors & hardware and install in accordance with manufacturers, specifications (See also Finish Plan for finishes) and with the Americans with Disabilities Accessibilities guidelines (ADAAG). In the event of a conflict, ADAAG shall govern unless otherwise noted, B. Install all new hardware in new door and new frames in accordance with manufacturers specifications, using proper templates and instructions.

C. All fire door assemblies shall be labeled by an approved Agency.

Labeled assemblies shall be in conformance with applicable codes.

See Schedule for labeled doors.

D. Maximum undercut on all doors shall be 1/2" AFF unless noted otherwise

E. Coordinate card reader, electric strike, remote door release button and video intercom installation with CM/PM, Architect, and Tyco prior to shop drawing submittal for doors and hardware.

F. ALPHANUMERIC SUBSCRIPT Listed Below indicates Standard Door Threshold Detail used at door indicated in schedule.

F-1 ceramic tile to carpet, F-2 Resilent Floor to carpet, F-3 exposed concrete to carpet, F-4 carpet to carpet

Fire-rated door/frame assembly, 1-1/2 hours 'B' LABEL

Wood faced B-label door assmebly

Indicated equipment by TYCO Security- coordinate with vendor and provide conduit and junction boxes as req'd per coordination.

provide hold open on closer

Refer to architecture standard details for additional information

Contractor shall coordinate final hardware order with architect and CM/PM representative prior to placing order

Provide strike reinforcement as required

Corridor Door Red Oak ; Plain Sliced with factory transparent finish to match Marshfield Toast 28-95. Refer Project Manual for additional information and finish schedule for Frame paint color.

Interior Doors Red Oak ; Plain Sliced with factory transparent finish to custom match Architects sample - Haworth Medium Cherry VC-U. Refer Project Manual for additional information and finish schedule for Frame paint color.

General Door & Hardware Notes General Door & Hardware Remarks

1.

2.

3.

4.

5.

6.

7.

8.

9.

Standard Door Placement

Standard Door Thresholds

1/ 2"

M

AX

VARIESVARIES

1/ 2'

FLOOR SLABFLOOR SLAB

SCHEDULED

DOOR

SCHEDULED CARPET

SCHEDULED

RESILIENT FLOOR.

DOOR FRAME

(BEYOND)

VINYL THRESHOLD

DOOR FRAME

(BEYOND)

SCHEDULED

DOOR

SCHEDULED

CARPET

SCHEDULED TILE

MARBLE THRESHOLD

1/4'' THICK

SETTING BED

WATERPROOFING

MEMBRANE

F2 VCT to Carpet ThresholdF1 Ceramic Tile to Carpet Thresold 1/

2"

M

AX

VARIES

FLOOR SLAB

SCHEDULED

DOOR

SCHEDULED CARPET

DOOR FRAME

(BEYOND)

NOTE:

ALIGN CENTERLINE OF SCHEDULED FLOORING

WITH CENTERLINE OF DOOR WHEN PRODUCTS

PHYSICAL CHARACTERISTICS VARY

F3 Carpet to Carpet Threshold

18"

MIN.

6"

1 Standard Door Placement w/ In-Swing Door

12"

MIN

6"

2 Standard Door Placement w/ Out-Swing Door

1 Typical Jamb Detail @ Hollow Metal Frame

DI

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DU

LE

2''

/1 6'

9/

1/ 2'

VA

RI

ES

NOTE: PROVIDE HINGE &

STRIKE REINFORCING

16 GA. HOLLOW METAL DOOR

JAMB-HEAD SIM

SCHEDULED DOOR

JAMB ANCHORS MIN 3

ANCHORS / SIDE

GYP. BD. SHEATING

METAL STUD

1.01

1.02

1.03

1.04

HINGES

OFFICE LOCKSET W/ PUSH BUTTON

SILENCERS

FLOOR MTD. STOP

1.5PR.

STANLEY

CORBIN RUSSWIN

IVES

IVES

FBB199-4.5X4.5

CL3351-PZD

SR64

FS438

US32D SATIN. STAIN

626- SATIN. CHROM

US26D

GREY

2.01

2.02

2.03

HINGES

OFFICE LOCKSET W/PUSH BUTTON

SILENCERS

1.5 PR

STANLEY

CORBIN RUSSWIN

IVES

FBB199-4.5X4.5

CL3351-PZD

SR64

FLOOR MTD. STOP 12.04 IVES FS438

US32D

GREY

US2D

3.01

3.02

HINGES

STOREFRONT LOCKSET:

1.5PR

STANLEY

CORBIN RUSSWIN

FBB199-4.5X4.5

CL3357-PZD

US26D

US26D

C326H

C01

C04

C05

C07

C08

C09

3'-0'' 3'-0''

3'-0''

3'-0'' 3'-0''

3'-0''

3'-0'' 7'-0''

7'-0''

7'-0''

7'-0''

7'-0''

7'-0''

7'-0'' 13/4''

13/4''

13/4''

13/4''

13/4''

13/4''

13/4''

SCWD

SCWD

SCWD

SCWD

SCWD

SCWD

SCWD

STAIN

STAIN

STAIN

STAIN

STAIN

STAIN

STAIN

MTL

MTL

MTL

MTL

MTL

MTL

MTL

PAINT

PAINT

PAINT

PAINT

PAINT

PAINT

PAINT

COORD. MTD W/ ARCHITECT

626- SATIN. CHROM

COORD. MTD W/ ARCHITECT

3.03

3.04

SILENCERS

FLOOR MTD. STOP

IVES SR64

IVES FS438

GREY

US2D COORD. MTD W/ ARCHITECT

A

A

C D E E F-1 1 2 3 4 6 7 8 F-4

F-2

F-2 F-2

F-1

F-4

C03 3'-0'' 7'-0'' 13/4'' SCWD 1 STAIN MTL PAINT

B F

F-2

6 9

6 9

6 9

6 9

6 9

6 9

6 9

A

B

C

D

E

F

OVERHEAD SURFACE MTD. CLOSER.

ELECTRIC ADA DOOR OPERATOR

ELECRIC STRIKE/CARD/READER

ELECTRIC REMOTE RELEASE BUTTON

SECURITY VIDEO INTERCOM

PUSH PLATE REQUEST TO ENTER/EXIT

DORMA

DORMA

SDC DOOR CONTROL

SDC DOOR CONTROL

TS 93N

ED700

413NU

482A4U

ALUM 689

204-R1

BLUE INFILL

FURNISHED AND INSTALL BY G.C.

FURNISHED AND INSTALL BY G.C.

FURNISHED AND INSTALL BY G.C.

FURNISHED AND INSTALL BY G.C.

FURNISHED AND INSTALL BY TYCO

FURNISHED AND INSTALL BY TYCO

ALIGN WITH FRAME

5/ 8'

1'

RE

TU

RN

T

RI

M

1/

2'

10 1/2''

SCHEDULED PARTITION

J.L. INDUSTRIES 101/2'' X 24''

X 6'' FIRE RATED TUB OR

APPROVED EQUAL

5/8'' FRT PLYWD. BLOCKING-

BOTH SIDES, TYP.

J.L. INDUSTRIES "COSMIC 10E"

MULTIPURPOSE FIRE EXTINGUISHER

OR APPROVED EQUAL

J.L. INDUSTRIES F.E. CABINET TRIM

WITH SATIN ALUM. FINISH -"

ACADEMY" MODEL #C1027V10 OR

APPROVED EQUAL

FIRE EXTINGUISHER CABINET DETAIL

Scale: NTS

3/4'' PLYWOOD FIRE RETARDANT

SHEATHING SCRIBE TO EXISTING

MTL JAMB. CAULK AROUND AS REQ'D

1 1/2'' OWENS CORNING XPS RIGID FOAM

INSULATION IN CAVITY BETWEEN

EXISTING WOOD DOOR AND PLYWOOD

SHEATHING. CAULK ALL AROUND AS REQ'D

PUBLIC CORRIDOR THIS SIDE

HEALTH UNIT SPACE THIS SIDE

EXISTING PARTITION

TYPICAL SCHEDULE GYP. BD. PARTITION

REFER TO ARCHITECTURAL FLOOR PLAN

SHEET A0006 & PARTITION TAPES ON

SHEET A0003 FOR ADD INFO.

SECURE DOOR TO JAMB WITH (3) PAIR

OF GALVANIZED STEEL ANGLE BRACKETS

3 1/2'' X 1 1/4'' X 1/8'' THK. (TYP)

NOTE: EXISTING DOOR FRAME &

HARDWARE TO REMAIN IN PLACE

EXCEPT LEVER. REMOVE LEVER FROM

ROOM SIDE AND PIN/SECURE LEVER IN

PLACE ON CORRIDOR SIDE TO

MAINTAIN CONTINUITY OF AESTHETIC.

NO

RT

H

TI

TL

E

SH

EE

T

Date:

Scale:

Checked by:

Planned By:

Drawn by:

Do Not Scale this Drawing Contractors to Verify Dimensions on Site c

IB

I G ro up Pl ot te d:

This drawing and the design shown hereon are the property of IBI Group formally Gruzen Samton. The reproduction, copying, or other use of the drawing without their written consent is prohibited and any infringement will be subject to legal action.

Accepted By:

Capital Projects and Facilities Management Officer Contracting Officer District of Columbia Courts

SUBMISSION

RE

V

IS

IO

N S

ISSUED FOR DATE

NO. DESCRIPTION DATE BY

A

RC

H

IT

EC

T

E

N G

IN

EE

R N

A M

E

L O

G O

APPROVALS DATE

Location:

IBI

GROUP

IBI Group 1505 Prince Street, Suite 200 Alexandria VA 22314 United States tel 703 836 9600 fax 703.836.2484

HEALTH UNIT

09/13/16

PR

O

JE

CT

KEY PLAN

Pr oje ct Ti tle

Cl ien t N am e

Co ns tru cti on D oc um en ts for In ter ior

Im pr ov em en t t o:

5T H

S T

RE

ET

6T H

S T

RE

ET

D STREET

C STREET

INDIANA AVE

H.CARL MOULTRIE

COURTHOUSE

MUNICIPAL

BUILDING

ISSUE FOR CONSTRUCTION 09.05.17

As indicated

9/ 6/

:3

0:

P M

BIM 360://2153 - DC Courts/HCMC_C Health Unit (IBIny).rvt

Checker

Author Designer

A00022153-B.26

DOOR SCHEDULE & DETAILS

ISSUE FOR PERMIT 12.12.16

District of Columbia Courts Capital Project and Facilities

Management Division

Di str ict of

C olu m bia

C ou rts Ca pi ta l P ro jec t a nd F ac ilit ies M an ag em en t D ivi sio n

H.

C ar l M ou ltr ie I C ou rth ou se

He alt h U nit

Scale : 1/8" = 1'-0" 2 Typical Closure Detail @ Existing Door to remaim

CONTINUOUS STEEL RUNNERS (TOP & BOTTOM)

6' ' M

IN

SEE RCP

STEEL STUDS

1 LAYER OF 5/8'' TYPE X GYP. BD. ROOM SIDE (TYP.)

FULL HEIGHT 3 1/2'' SOUND ATTENUATION BLANKET (SAB)

FOR BASE & FLOOR FINISHES, SEE ROOM FINISH SCHEDULE

TOP OF SLAB OR DECK

INTERIOR PARTITION

WITH 2 1/2'', 20 GA STEEL STUDS 16'' O.C. MAX. & 5/8'' GWB

SCHED. PARTITION

1. REFER TO ARCHITECTURAL PLAN FOR THE LOCATIONS OF PARTITION TYPES HEREIN INDICATED.

2. PROVIDE 5/8" WATER RESISTANT GWB IN LIEU OF 5/8" GWB AT ALL WALLS WITH CERAMIC TILES.

3. PROVIDE SEALANT AROUND ALL WALL PENETRATIONS, SUCH AS ELECTRICAL BOXES, ETC., WITH SOUND

ATTENUATION TO PREVENT NOISE TRANSFER. PROVIDE FIRE-RATED ACOUSTICAL SEALANT AT ALL FIRE-RATED PARTITIONS

4. PROVIDE BRACE AT STUDS ABOVE CEILING TO MEET DEFLECTION REQUIREMENT L/360.

5. REINFORCE AND BRACE WALLS AS REQUIRED TO SUPPORT THE INSTALLATION OF WALL MOUNTED TOILET AND KITCHEN EQUIPMENT, CABINETRY, AND SHELVING WHETHER SPECIFICALLY INDICATED BY THE DRAWINGS OR NOT.

6. CONFIRM THE GAUGES REQUIRED FOR COLD ROLLED STEEL FRAMING MEMBERS IN RELATION TO THEIR APPLICATION AND/OR JUNCTION AND INCREASE THE GAUGES INDICATED BY THE PARTITION TYPES IF REQUIRED.

THE CONTRACTOR SHALL NOT DECREASE THE GAUGES OF MEMBERS WITHOUT THE PRIOR WRITTEN CONSENT OF

THE ARCHITECT AND THE OWNER.

7. ALL FIRE RATED PARTITIONS SHALL FIT TIGHT AGAINST STRUCTURE.

8. PROVIDE NON-COMBUSTIBLE FIRE STOPPING MATERIAL AND SEAL AROUND PENETRATIONS IN FLOOR AND

PARTITIONS IN ORDER TO PROVIDE REQUIRED FIRE SEPARATION.

9. ALL VERTICAL PIPES AND DUCTS IN SPACES SHALL BE FURRED AND FINISHED IN THE SAME MATERIAL AS

THE ADJACENT WALL OR COLUMN WHETHER INDICATED OR NOT ON THE ARCHITECTURAL DRAWINGS.

10. ALL GWB PROVIDED FOR ALL NEW PARTITIONS SHALL BE FIRE RATED, TYPE X GWB.

11. REFER TO DRAWING 3 ON SHEET PH1.1 FOR 2 HR. FIRE RATED CEILING DETAIL

NOTES:

1. WHERE INDICATED BY THE ARCHITECTURAL FLOOR PLAN, BLOCKING SHALL EXTEND

FROM FLOOR TO CEILING.

VERT. FIRE-RETARDANT TREATED

WOOD BLOCKING (TYP.)

GYPSUM BOARD

METAL STUD

SOUND ATTENUATION BLANKET

Partition Notes

Typical Blocking Detail

CONTINUOUS STEEL RUNNERS

(TOP & BOTTOM)

STEEL STUD CROSS BRACING

LOCATED VERTICALLY @ 4'-0"

O.C. MAX.; USE SAME TYPE AS

PARTITION STUD

FULL HEIGHT 3 1/2" SOUND

ATTENUATION BLANKET (SAB)

SCHEDULED CERAMIC TILE

FINISH REFER TO FINISH

PLAN A0010

PIPE SLEEVES & OPENINGS SHALL

BE EXTENDED 1" ABOVE SLAB OR

DECK & FIRESTOPPED

WITH 2 1/2", 20 GA. STEEL STUDS, 16" O.C. MAX.

MAX. HEIGHT = 17'-6" (5 PSF, L/240); 15'-6" (5 PSF, L/360)

STC RATING W/ 3 1/2" SAB = 52

DIMENSION VARIES

SEE PLAN

FILL FLUTES WITH FIRMLY

PACKED SAFING TO MEET

PARTITION CRITERIA

CONTINUOUS

ACOUSTICAL SEALANT

TO BOTH SIDES OF

STEEL RUNNERS

(TOP & BOTTOM)

TWO LAYERS OF 5/8" TYPE X GWB

EACH SIDE TYP. REFER TO TYPE 3

PARTITION

16 GA. PLATE 8" LONG MIN.

SHOT IN ANCHORS (2) PER ANGLE:

ANGLES RATED FOR 500LB TOTAL SHEER

FORCE

TYPICAL PLUMBING CHASE PARTITION

REFER TO RCP FOR TYPE

CONTINUOUS ACOUSTICAL SEALANT

TO BOTH SIDES OF STEEL

RUNNERS (TOP & BOTTOM)

CONTINUOUS 2 1/2'' STEEL RUNNERS

(TOP & BOTTOM) TYP. EACH SIDE

CONTINUOUS L BEAD, TAPE &

COMPOUND

TWO LAYERS OF 5/8" TYPE X

GWB EACH SIDE, TYP.

FULL HEIGHT 3 1/2" SOUND

ATTENUATION BLANKET (SAB)

FOR BASE & FLOOR

FINISHES, SEE ROOM FINISH SCHEDULE

TOP OF SLAB OR DECK

UNDERSIDE OF FLOOR DECK ABOVE

CONTINUOUS ACOUSTICAL

SEALANT TO BOTH SIDES

OF STEEL RUNNERS (TOP &

BOTTOM)

CONCRETE SLAB

GYP. BD. CEILING. REFER

TO RCP

CONSTRUCT IN ACCORDANCE WITH UL ASSEMBLY V403

USE 3 5/8", 20 GA. STEEL STUDS, 16" O.C. MAX.

MAX. HEIGHT = 15'-8"(5 PSF, L/240); 13'-7"(5 PSF, L/360),

STC RATING WITH 3" SAB = 49

2 HR. RATED INTERIOR PARTITION

NOMINAL 6"

ACTUAL 6 1/8"

SHOT IN ANCHORS (2) PER ANGLE:

ANGLES RATED FOR 500lb. TOTAL

SHEER FORCE

FILL FLUTES WITH

FIRMLY PACKED SAFING

TO MEET PARTITION

CRITERIA

ONE LAYER OF 5/8" TYPE X GWB

EACH SIDE, TYP.

FULL HEIGHT 3 1/2" SOUND

ATTENUATION BLANKET (SAB)

FOR BASE & FLOOR

FINISHES, SEE ROOM FINISH SCHEDULE

TOP OF SLAB OR DECK

SEE RCP

WITH 3 5/8", 2O GA. STEEL STUDS 16" O.C. MAX. & 5/8"

GWB NO FIRE RATING

TYPICAL INTERIOR PARTITION2

NOMINAL 5"

ACTUAL 4 7/8"

6" M

IN

NO FIRE RATING, WITH 3 5/8", 20 GA. STEEL STUDS, 16" O.C. MAX.

MAX. HEIGHT = 15'-8"(5 PSF, L/240); 13'-7"(5 PSF, L/360),

STC RATING WITH 3" SAB = 49

STEEL STUD RUNNER

STL. STUDS

16 GA. PLATE 8" LONG MIN.

STEEL STUD RUNNER

FILL FLUTES WITH FIRMLY

PACKED SAFING TO MEET

PARTITION CRITERIA

CONTINUOUS ACOUSTICAL

SEALANT TO BOTH SIDES OF

STEEL RUNNERS (TOP & BOTTOM)

RETAINING ANGLE FASTENER

ATTACHED TO RUNNER

20 GA METAL SLIP RUNNER

TRACK MEMBER SIZE AS

REQUIRED

TYPICAL INTERIOR PARTITION

NOMINAL 5"

ACTUAL 4 7/8"

SHOT-IN ANCHORS (2) PER ANGLE:

ANGLES RATED FOR 500lb. TOTAL

SHEER FORCE

SEE RCP

ONE LAYER OF 5/8" TYPE X

GWB EACH SIDE, TYP. U.O.N.

FOR WALL BASE AND

FLOOR FINISHES, SEE

ROOM FINISH

SCHEDULE

FULL-HEIGHT 3" SOUND

ATTENUATION BLANKET

(SAB)

ONE LAYER OF 5/8"

DUROCK BRAND CEMENT BOARD ROOM

SIDE ONLY. @ ADA RESTROOM ONLY

EXISTING CONCRETE

SLAB

RCP FOR THIS SIDE G.C.

COORDINATE WITH CM/PM

FACE OF EXISTING ADJACENT PARTITION

STEEL STUD CROSS BRACING LOCATED

VERTICALLY @ 4'-0'' O.C. MAX.: USE SAME TYPE

AS PARTITION STUD

CONCRETE SLAB

SHOT IN ANCHORS (2) PER ANGLE:

ANGLES RATED FOR 500lb. TOTAL

SHEER FORCE

FILL FLUTES WITH

FIRMLY PACKED SAFING

TO MEET PARTITION

CRITERIA

HEALTH UNIT ROOM SIDEADJACENT SPACE SIDE

ONE LAYER OF 5/8"

DUROCK BRAND CEMENT BOARD ON

ROOM SIDE OF STEEL STUDS @ ADA

RESTROOM ONLY

16 GA. PLATE 8" LONG MIN.

STEEL STUD RUNNER

FILL FLUTES WITH FIRMLY

PACKED SAFING TO MEET

PARTITION CRITERIA

RETAINING ANGLE FASTENER

ATTACHED TO RUNNER

20 GA METAL SLIP RUNNER

TRACK MEMBER SIZE AS

REQUIRED

SHOT-IN ANCHORS (2) PER ANGLE:

ANGLES RATED FOR 500lb. TOTAL

SHEER FORCE

EXISTING CONCRETE

SLAB

EXISTING PARTITION

NO

RT

H

TI

TL

E

SH

EE

T

Date:

Scale:

Checked by:

Planned By:

Drawn by:

Do Not Scale this Drawing Contractors to Verify Dimensions on Site c

IB

I G ro up Pl ot te d:

This drawing and the design shown hereon are the property of IBI Group formally Gruzen Samton. The reproduction, copying, or other use of the drawing without their written consent is prohibited and any infringement will be subject to legal action.

Accepted By:

Capital Projects and Facilities Management Officer Contracting Officer District of Columbia Courts

SUBMISSION

RE

V

IS

IO

N S

ISSUED FOR DATE

NO. DESCRIPTION DATE BY

A

RC

H

IT

EC

T

E

N G

IN

EE

R N

A M

E

L O

G O

APPROVALS DATE

Location:

IBI

GROUP

IBI Group 1505 Prince Street, Suite 200 Alexandria VA 22314 United States tel 703 836 9600 fax 703.836.2484

HEALTH UNIT

09/13/16

PR

O

JE

CT

KEY PLAN

Pr oje ct Ti tle

Cl ien t N am e

Co ns tru cti on D oc um en ts for In ter ior

Im pr ov em en t t o:

5T H

S T

RE

ET

6T H

S T

RE

ET

D STREET

C STREET

INDIANA AVE

H.CARL MOULTRIE

COURTHOUSE

MUNICIPAL

BUILDING

ISSUE FOR CONSTRUCTION 09.05.17

3/32" = 1'-0"

9/ 6/

:3

0:

P M

BIM 360://2153 - DC Courts/HCMC_C Health Unit (IBIny).rvt

TYRONE HARLEY

JOSEPH ILARDI

Designer

A00032153-B.26

PARTITION TYPES

ISSUE FOR PERMIT 12.12.16

District of Columbia Courts Capital Project and Facilities

Management Division

Di str ict of

C olu m bia

C ou rts Ca pi ta l P ro jec t a nd F ac ilit ies M an ag em en t D ivi sio n

H.

C ar l M ou ltr ie I C ou rth ou se

He alt h U nit

ETR

ETR

ETR D7

F

97.1 8.8

D6

5' - 2"

V.I.F. W/ ARCHITECT PRIOR TO COMMENCING WORK

16' - 4 1/8"

ADK-01

ADK-02

ADK-01

ADK-05

ADK-05

ADK-01

ADK-02

ADK-10

ADK-09

ADK-11

ADK-05

ADK-01

ADK-01

ADK-06

ADK-03

ADK-04

ADK-07

ADK-04

ADK-07

ADK-04

ADK-07

ADK-28

ADK-29

ADK-29

EXISTING PUBLIC AREA

TO REMAIN (N.I.C.)

EXISTING PUBLIC AREA

TO REMAIN (N.I.C.)

ADK-07

ADK-03

V.I.F. W/ ARCHITECT PRIOR

TO COMMENCING WORK

ADK-30

ADK-01 Remove all existing partitions indicated as required coordinate work of other trades.

ADK-02 Remove existing gypsum board partition, metal studs, runner track as indicated on plan

ADK-03

ADK-04

Remove existing door, frame and masonry partition assemblies at this location.

Contractor shall salvage all doors and hollow metal frames. Coordinate with CM and PM.

ADK-05 All partitions indicated to remain shall be stripped of all existing finish materials such as wall covering, carpet, rubber base & gyp. bd. etc.

ADK-06

ADK-07 Remove all existing receptacles, switches and all other miscellaneous devices, as required. Refer to electrical engineering documents for additional scope of work.

ADK-09

Existing door to remain. Refer to new scope of work for this area.

ADK-11

ADK-14

ADK-16

ADK-17

ADK-10 Height of new opening shall be 7'-8'' aff. or to align with existing bulkhead at fire doors.

ARCHITECTURAL DEMOLITION KEYNOTES

Contractor shall remove all existing flooring material, adhesive subfloor coatings, including curing compounds and other substance that are in compatible with adhesives and that contain soap, wax, oil or silicone and prepare substrates indicated to receive the new scheduled flooring material.

Contractor shall remove existing plumbing fixtures along with all exiting toilet partitions, piping, hangers support indicated. refer to engineering drawing documents for additional scope of work.

ADK-08

Contractor shall coordinate location of new opening in existing partition with architect and cm/pm in filed prior to cutting opening.

The intent of these drawings is to provide general guidelines for the selective demolition of portions of Architectural, Mechanical, Electrical and Piping systems serving this area while maintaining continuous operation of the systems serving other floors. Note the contractor is obligated to examine the plans. Any observed discrepancies between the drawings and field conditions shall be called to the attention of the Architect immediately requesting clarification so that the matter may be resolved prior to submission of bids. Note by submission of bid, the Contractor shall acknowledge acceptance of these documents as an adequate definition of the scope of work and extra cost claims on inadequacy of documents will not be considered.

Before submitting a proposal, all contractors shall visit the premises, familiarize themselves with existing conditions, and satisfy themselves as to the nature and scope of the work and the difficulties that attend its successful execution and completion of the work as indicated in the documents.

All work on this project shall be performed in accordance with the latest applicable codes and regulations.

The work detailed on these plans is based on previously prepared base building drawings where existing field condition are different than shown. The contractor shall advise the Architect of discrepancies which will affect the proposed work prior to beginning of any work.

Symbols shown on Legend define type of items only. Contractor is responsible for researching drawings for exact construction materials or quantities of each.

All work demolished shall be removed from the premises everyday, except items indicated to be reused or returned to the owner.

Contractor shall verify all points of disconnect before commencing any electrical and telecom demolition work, and coordinate with the building security data, telephone and communications systems provider and CM/PM prior to disconnect.

Where opening occur in existing fire-rated areas or partitions due to removal of conduit, ductwork, piping, etc. and/or where existing fire stopping has been removed, Contractor to provide temporary closure as required.

Remove existing wall construction, together with all materials incidental thereto, and dispose of as directed by the CM/PM. Carefully protect existing items to remain throughout the course of the Work. Repair or replace any damaged items as a result of the Work so as to be indistinguishable from "Like-new" conditions.

Demolish and remove all interior existing electrical systems and installation in the area designated for demolition and retain the system components that may support and serve the existing building structure without interruption and compromising the operations. Any interruption and/or outage to services shall be coordinated with the owner's representative Architect and the owners vendor for Tyco security.

Contractor to refer to engineers documents for electrical demolition requirements.

Contractor shall not cut/remove any fire protection signal or equipment unless otherwise noted, contractor shall coordinate this work with CM/PM prior to commencing any work.

Contractor shall note that he/she is responsible to protect and seal all existing to remain ducts/vents during demolition and construction.

ADK-12

Not used

Not used

ADK-13

ADK-15 Not used

Not used

ADK-18

ADK-19

ADK-20

ADK-21

ADK-22

ADK-23

ADK-24

ADK-25

ADK-26

ADK-27

GC to carefully remove the existing travertine tiles from area indicated and salvage them for reuse and return the remaining tiles to CPFMD. Coordinate with Architect and CM/PM prior to commencing any work.

ADK-28

GC to protect existing travertine tiles that remain on adjacent wall surface areas indicated round new wall opening. Coordinate with Architect in the field prior to demolition.

ADK-29

GC to refer to signage documents for scope of work in this area. Coordinate with Architect and CM/PM in the field prior to start of work in this area.

ADK-30

NO

RT

H

NO

RT

H

TI

TL

E

SH

EE

T

Date:

Scale:

Checked by:

Planned By:

Drawn by:

Do Not Scale this Drawing Contractors to Verify Dimensions on Site c

IB

I G ro up Pl ot te d:

This drawing and the design shown hereon are the property of IBI Group formally Gruzen Samton. The reproduction, copying, or other use of the drawing without their written consent is prohibited and any infringement will be subject to legal action.

Accepted By:

Capital Projects and Facilities Management Officer Contracting Officer District of Columbia Courts

SUBMISSION

RE

V

IS

IO

N S

ISSUED FOR DATE

NO. DESCRIPTION DATE BY

A

RC

H

IT

EC

T

E

N G

IN

EE

R N

A M

E

L O

G O

APPROVALS DATE

Location:

IBI

GROUP

IBI Group 1505 Prince Street, Suite 200 Alexandria VA 22314 United States tel 703 836 9600 fax 703.836.2484

HEALTH UNIT

09/13/16

KEYPLAN

PR

O

JE

CT

KEY PLAN

Pr oje ct Ti tle

Cl ien t N am e

Co ns tru cti on D oc um en ts for In ter ior

Im pr ov em en t t o:

5T H

S T

RE

ET

6T H

S T

RE

ET

D STREET

C STREET

INDIANA AVE

H.CARL MOULTRIE

COURTHOUSE

MUNICIPAL

BUILDING

PROJECT AREA

ISSUE FOR CONSTRUCTION 09.05.17

As indicated

9/ 6/

:3

0:

P M

BIM 360://2153 - DC Courts/HCMC_C Health Unit (IBIny).rvt

Checker

Author Designer

A00042153-B.26

DEMOLITION PLAN

ISSUE FOR PERMIT 12.12.16

District of Columbia Courts Capital Project and Facilities

Management Division

Di str ict of

C olu m bia

C ou rts Ca pi ta l P ro jec t a nd F ac ilit ies M an ag em en t D ivi sio n

H.

C ar l M ou ltr ie I C ou rth ou se

He alt h U nit

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

1 ARCHITECTURAL DEMOLITION PLAN

1 Revision 1 Date 1

7.9

E

D7

F

97.1 8.8

D6

ADK-01

ADK-04

ADK-05

ADK-01

ADK-04

ADK-05

ADK-03

ADK-01

ADK-03

ADK-01

ADK-04

ADK-05

ADK-03

EXISTING PUBLIC AREA

TO REMAIN (N.I.C.)

EXISTING PUBLIC AREA

TO REMAIN (N.I.C.)

ADK-02

EXISTING MONITORS W/ DOCKET

INFORMATION TO REMAIN

DEMOLITION REFLECTED CEILING AND GENERAL NOTES

ADK-01

ADK-02

ADK-03

ADK-04

ADK-05

ADK-06

ADK-07

DISCONNECT AND REMOVE EXISTING LIGHT FIXTURES, DIFFUSERS, EXIT SIGNS

AND OTHER CEILING/WALL MOUNTED DEVICES, TOGETHER WITH ALL MATERIALS

INCIDENTAL THERETO, AND DISPOSE OF AS DIRECTED BY CM/PM. COORDINATE

REMOVAL OF SECURITY AND FIRE ALARM EQUIPMENT WITH CM/PM, TYCO COURT

AND COURTS FIRE ALARM VENDOR .

REMOVE EXISTING GYP. BD. CEILING ASSEMBLY, TOGETHER WITH ALL MATERIAL

INCIDENTAL THERETO, AND DISPOSE OF AS DIRECTED BY OWNER.

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING ACOUSTICAL TILE AND

CEILING SUSPENSION ASSEMBLY AND GYP. BD. CEILINGS AND SUPPORT SYSTEMS AS

INDICATED.

ALL EXPOSED WIRING, SWITCHES AND METAL CONDUITS NOT BEING REUSED SHALL

BE REMOVED UNLESS OTHERWISE NOTED. CONTRACTOR SHALL COORDINATE WORK

OF OTHER TRADES.

CONTRACTOR SHALL REFER TO ENGINEERING DOCS FOR REMOVAL OF EXISTING

CLING MOUNTED HVAC DIFFUSERS, GRILLES AND DUCTWORK.

CONTRACTOR SHALL CLOSE DUCT OPENING AS REQ'D. REFER TO ENGINEERING

DOCS. FOR ADD. INFO.

PURSUANT TO ARCHITECTURAL/ENGINEERING DOCS. CONTRACTOR SHALL PROVIDE

DEMOLITION TO THE MINIMUM EXTENT REQ'D FOR THE FACILITATION AND

COMPLETENESS OF PROPOSED SCOPE OF WORK WETHER ILLUSTRATED IN

CONSTRUCTION DOCS. OR NOT AND COORDINATE WITH ARCHITECT/ COURTS

REPRESENTATIVE PRIOR TO COMMENCEMENT OF ANY WORK.

ADK-08

ADK-09

THE DEMOLITION SHOWN SHALL BE CONSIDERED ONLY AS A GUIDE AND NOT

INTENDED TO SHOW EVERY SINGLE ITEM IN THE SCOPE OF WORK. ACTUAL FIELD

CONDITIONS WILL DETERMINE THE PRECISE WORK TO BE DONE.

SHOULD ANY QUESTIONS ARISE AS TO WHETHER OR NOT ANY PIPING,

EQUIPMENT/DEVICE,DUCTWORK, OR OTHER ITAM SHALL BE REMOVED OR REMAIN

AS PRESENTLY INSTALLED, THE CONTRACTOR SHALL REQUEST IN WRITING

CLARIFICATION FROM THE ARCHITECT.

CONTRACTOR SHALL FURNISH AND INSTALL A SYSTEM OF TEMPORARY LIGHTS

THROUGHOUT CONTRACT AREA AS REQUIRED.

NO

RT

H

NO

RT

H

TI

TL

E

SH

EE

T

Date:

Scale:

Checked by:

Planned By:

Drawn by:

Do Not Scale this Drawing Contractors to Verify Dimensions on Site c

IB

I G ro up Pl ot te d:

This drawing and the design shown hereon are the property of IBI Group formally Gruzen Samton. The reproduction, copying, or other use of the drawing without their written consent is prohibited and any infringement will be subject to legal action.

Accepted By:

Capital Projects and Facilities Management Officer Contracting Officer District of Columbia Courts

SUBMISSION

RE

V

IS

IO

N S

ISSUED FOR DATE

NO. DESCRIPTION DATE BY

A

RC

H

IT

EC

T

E

N G

IN

EE

R N

A M

E

L O

G O

APPROVALS DATE

Location:

IBI

GROUP

IBI Group 1505 Prince Street, Suite 200 Alexandria VA 22314 United States tel 703 836 9600 fax 703.836.2484

HEALTH UNIT

09/13/16

KEYPLAN

PR

O

JE

CT

KEY PLAN

Pr oje ct Ti tle

Cl ien t N am e

Co ns tru cti on D oc um en ts for In ter ior

Im pr ov em en t t o:

5T H

S T

RE

ET

6T H

S T

RE

ET

D STREET

C STREET

INDIANA AVE

H.CARL MOULTRIE

COURTHOUSE

MUNICIPAL

BUILDING

PROJECT AREA

ISSUE FOR CONSTRUCTION 09.05.17

As indicated

9/ 6/

:3

0:

P M

BIM 360://2153 - DC Courts/HCMC_C Health Unit (IBIny).rvt

Checker

Author Designer

A00052153-B.26

REFLECTIVE CEILING DEMOLITION

PLAN

ISSUE FOR PERMIT 12.12.16

District of Columbia Courts Capital Project and Facilities

Management Division

Di str ict of

C olu m bia

C ou rts Ca pi ta l P ro jec t a nd F ac ilit ies M an ag em en t D ivi sio n

H.

C ar l M ou ltr ie I C ou rth ou se

He alt h U nit

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

1 REFLECTED CEILING DEMOLITION PLAN

R

EF

R

EF

SUPPLY STORAGE

C08 OFFICE

C09

WAITING ROOM

C01

OPEN OFFICE

C02

EXAM ROOM

C03

LACTATION RM

C04

EXAM ROOM

C05

PANTRY

C06

ADA RESTROOM

C07

5'

0"

CL

EQ EQ

8'

5"

16' - 9 3/4"10' - 10 1/2"10' - 4 1/2"

0"

11' - 6"

C04C05 C03

C01C09

C07

C08

C326H

/2

5'

0" 3'

1/ 8"

7.9

E

BROCHURE RACK

D7

F

97.1

TEL. CLOSET

C-G

PUBLIC CORRIDOR

C.10.10

Existing Monitors with Docket Information To Remain

8.8

8' - 7 1/4"

CL

1' - 6"

CL

1' - 6"

6' - 9 7/8"

EXISTING PUBLIC

AREA TO REMAIN

(N.I.C.)

EXISTING PUBLIC

AREA TO REMAIN

(N.I.C.)

V.I.F.

52' - 5"

7'

12' - 7"

5' - 2"

V.

I.F

/8

A0015 1A0018

A0013

A0012

A0016

AK-18

AK-20 AK-19

AK-16

AK-04

AK-06

AK-23

AK-09

AK-10

AK-04

AK-09

2' - 0"

AK-09

AK-04

AK-09

AK-04

AK-09

AK-04

AK-16

AK-14

AK-09

AK-04

FEC

16' - 4 1/8"

V.I.F.

6' - 6"

V.

I.F

3'

2"

HO

LD

1'

1"

A0002

ET

R

ET

R

ET

R

ET

R

ET

R

ET

R

ETR

AK-09

AK-24

AK-01 Align

AK-02 Not in contract

AK-03 Where new gypsum board construction abuts existing construction. Columns, partitions, pilasters, etc. Align new stud track with existing adjacent surface and continue a new layer of the scheduled gypsum wall board across existing surface for a smooth continuous surface. Architect to approve all chalk lines for partition layout prior to securing metal track runner at all partition types.

AK-04 All hatched areas indicated on this plan shall imply new millwork.

Contractor should refer to appropriate documents for scope. Refer to floor plan legend.

AK-05 Not Used

AK-06

AK-07 Architect to approve chalk lines of all new scheduled partition in writing prior to the securing of any metal track runner, or setting any non-bearing concrete masonry units.

AK-08 Millworker contractor shall verify loading dock, freight elevator and all path of travel from point of entry through path of travel points of installation prior to shop drawing production.

AK-09 Contractor shall coordinate, provide and install metal grounds steel supports, wood blocking, bridging etc that are embedded dinto scheduled gypsum board partition for support of items mtd. to all wall surface that relate to other trades.

AK-10

AK-12 Not used

AK-13 Existing automatic external defibrillator (sed) device as secure corridor C.10.11

AK-14 Contractor shall provide and install new spray-on fireproofing that was removed due to demolition that meets original fire proection plan in area of new construction scope of work. Coordinate with architect and CM/PM prior to commencement of any work.

AK-15 Contractor shall refer to enlarged plan for add. info.

AK-16 Contractor shall provide and install control joints as follows at construction changes within plane of scheduled partition or ceiling, where partition exceeds 30' in length. furred partition run all control joints shall be filled with a pliable caulk and finished as scheduled.

AK-18 Existing wall surface finish to remain unless otherwise noted.

AK-20

AK-21

AK-22

AK-23

AK-11 For door information, refer to architectural specification documents and door schedule drawing sheet A0002.

AK-17 Not used

AK-19

ARCHITECTURAL KEYNOTES & GENERAL NOTES

Contractor shall furnish and install frameless pass-thru windows with 1/4'' thick clear tempered glass. Pass-thru unit config. shall be sliding type with two panel concealed top hung with clamp on roller assemblies. Sized to fit final opening/field conditions.