Attachment_D_-_Amend_2_Design_in_Development_Docs.pdf

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Probate Division Interior Improvements, 515 5th Street, NW Third Floor
Solicitation number
CPFMD-17-0825
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Amendment 0002 - Attachment D - Design in Development Docs

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Architect of Record:

IBI Group of Virginia, Inc.

1505 Prince Street, Suite 200 Alexandria Va, 22314 703-836-9600 POC: Valeri Vanchieri, Associate - Lead Designer

Sanda Iliescu, Project Architect Peter Boccia, Associate, Technical Director

Client:

The District of Columbia Courts Capital Projects and Facilities Management Division 616 H Street, NW, Suite 622 Washington, DC 20001 202-879-2801 POC: Judith Hill, Project Manager Judith.Hill@dcsc.gov | Office: 202 879-2871

Partition Type

Furnishing References

Keynote Reference

Finish Reference

Revision Reference

Detail Reference

Room Number Reference

Partition Reference Column Grid Reference

Elevation Reference

Top of Steel El: 10'-0" AFF

Column Grid Reference Number

Drawing Number

Sheet Number

Finish Type

Keynote Reference Number (Prefix may vary) x-1

Revision Number

Room Number

Description of Mark

Elevation Reference Dimension

Item Reference for Millwork, Furniture, Equipment, etc.

Elevation Reference

Drawing Number

Sheet Number

Section Reference

Drawing Number

Sheet Number

Door Number Reference

Door Number

Blocking Reference

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

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.

Not in Contract (NIC)

Hidden Lines or Items Above

Centerlines, Projected Lines

Partition Reference

Existing Partition to Remain

Existing Partition to be Demolished

New Ceilng-High Partition

Slab High Partition

Hatching Reference

Linetype Reference

AK-01

A.101

B

Millwork

Signage Note: See Sign Plan x X

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

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

CONS

T

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

HO

R 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

GA

GC

GL

GFI

GYP

BD

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

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

NO

RT

H

F Street

National Building Museum

E Street

5t h

St re et

4t h

St re et

Judiciary Square

National Law Enforcement

Officer's Memorial 515 5th Street

510 4th Street

MJudiciary Square Metro Station

Probate Division 3rd Floor

Probate

131 SF

OFFICE 316C: 2

125 SF

316B: 3 1590 SF

OPEN OFFICE 316

A: 1

462 SF

WAITING 315: 4 1496 SF

OPEN OFFICE

314A: 5

148 SF

PUBBLIC

CORRIDOR 318a:

6 1735 SF

Area: 7

157 SF

Area: 8

OPEN OFFICE

304A

OFFICE

304G

A

17' - 6"

53' - 0"

9'

STAIR #3

3_3

STAIR #5

3_5

STAIR #4

3_4

B

18' - 6"

9' - 6"

13' - 0"

8'

C

35' - 4"

7' - 8"

D

20' - 6"

51' - 0"

9'

2013 DCMR 12

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL PLUMBING CODE

2012 INTERNATIONAL FIRE CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

2012 INTERNATIONAL EXISTING BUILDING CODE

PROJECT AREA = 5,824 SF

SCOPE OF WORK: RENOVATE 5,824 SF OFFICE SPACE INSIDE AT THE THIRD FLOOR OF AN EXISTING BUILDING LOCATED AT 515 5TH STREET NW, WASHINGTON DC. THE RENOVATION INCLUDES REORGANIZING EXISTING SYSTEM FURNITURE AND NEW FINISHES.

EXISTING BUILDING TYPE IB CONSTRUCTION

EXISTING BUILDING 3 STORIES + BASEMENT.

YEAR OF CONSTRUCTION: 1938

BUILDING'S STRUCTURAL FRAME: PROTECTED STEEL/ POSSIBLY CLASS 2 FIRE PROTECTED STRUCTURE 1938 BUILDING CODE

BUILDING IS SPRINKLERED.

BUILDING OCCUPANCY: MIXED USE B, A-3, S-2

AREA OF RENOVATION OCCUPANCY: B

TOTAL OCCUPANCY LOAD = 58 OCCUPANTS

REQUIRED NUMBER OF EXITS : 2 (SECTION 1015 IBC)

NUMBER OF EXITS PROVIDED : 3

EXIT ACCESS TRAVEL DISTANCE MAXIMUM ALLOWED = 300FT FOR FULLY SPRINKLERED BUILDINGS

EXIT ACCESS TRAVEL DISTANCE MAXIMUM PROVIDED = 121FT

SYMBOL KEY

FE FIRE EXTINGUISHER

1. THIS DRAWING IS FOR FIRE AND LIFE SAFETY PURPOSES ONLY.

2. MAXIMUM TRAVEL DISTANCE NOT TO EXCEED 300'

3. SEE REFLECTED CEILING PLAN FOR EXIT LIGHT LOCATIONS.

PATH OF TRAVEL

NOTES

1 HR PARTITION

2 HR PARTITION

XX

XXX

ACTUAL NUMBER OF OCCUPANTS USING THE DOOR

MAXIMUM EGRESS CAPACITY OF THE DOOR

XX OCC OCCUPANCY LOAD

PR

O

JE

CT

TI

TL

E

SH

EE

T

Date:

Checked by:

Planned By:

Drawn by:

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

R U

Z E

N S

A M

T O

N a rc hi te ct s llp

Pl ot te d:

515 5th Street NW Washington DC Building A

DESIGN INTENT ONLY

NOT FOR

CONSTRUCTION

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

Accepted By:

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

SU

BM

IS

SI

O N

RE

V

IS

IO

N S

ISSUED FOR DATE

NO. DESCRIPTION DATE BY

K

EY

PL

A

N A

RC

H

IT

EC

T

E N

G

IN

EE

R

N A

M E

L

O G

O

APPROVALS DATE

Design Intent Documents for Interior Improvement to:

Location:

CL

IE

N T

N A

M E

L

O G

O A

PP

RO

V A

L

ST

A M

P

IBI GROUP

Architects, Planners & Interior Designers 1505 Prince Street - Suite 200 Alexandria VA 22314-2852 USA tel 703 836 9600 fax 703.836.2484 ibigroup.com

Pr oje ct Ti tle

Cl ien t N am e

Bu ild ing A dd res s

De sig n I nt en t D oc um en ts for In ter ior

Im pr ov em en t t o:

8/

/2

:1 3:

A

M

BIM 360://2153 - DC Courts/515 5th St_3_Probate.rvt

08/18/2017

A000115.2153

Cover Sheet

Probate Division, Third Floor, Rooms 304, 314, 315, 316, 318

515 5th Street (Building A) Washington DC, NW 20001

Probate Division, Third Floor, Rooms 304, 314, 315, 316, 318 515 5th Street (Building A) Washington DC, NW 20001

Di str ict of

C olu m bia

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

5 5 th St re et

(B uil din g A

W as hin gto n D

C, N

W

Pr ob ate D ivi sio n, Th ird F loo r, Ro om s 3

, 3

, 3

, 3

, 3

Sheet: Revision:

No. Title 1 2 3 4 5 6 7 8

A0001 Cover Sheet A0002 General Notes A0003 Schedules/ Standard Details A0004 Door Schedule, Details A0005 Phasing Plans A0006 Phasing Plans A0007 Demolition Plans A0008 Floor Plans A0009 Finish Plan A0010 Power and Data Plan A0011 Details A0012 Details A0013 Intake Counter Details A0014 Existing Furniture Plan A0015 Furniture Plan

Project Team

Index of DrawingsStandard Drawing Symbols

Abbreviations

Start Path of Travel EXIT

A 117' - 0" Stair #3 B 95' - 8" Stair #3 C 108' - 0" Stair #5 D 121' - 0" Stair #4

Key Plan - Judiciary Square

Life Safety Plan

DESIGN INTENT (50%) REVIEW AND PRICING 08/18/2017

Life Safety Symbols

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 IS 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 NATURAL 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. PROVIDE LEVEL 4 FINISH FOR ALL GYPSUM BOARD SURFACES IN PREPARATION FOR APPLICATION OF NEW FINISHES, INCLUDING EXISTING

SURFACES THAT ARE TO BE PAINTED.

7. APPLY ONE PRIMER COAT AND TWO FINISH COATS ON SURFACES TO BE PAINTED.

8. 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.

9. 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.

10. 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.

SUBMIT A COPY OF THE INSTALLATION INSTRUCTIONS SHALL BE SUBMITTED TO THE ARCHITECT AND THE OWNER.

11. COORDINATE THE SCHEDULED RESILIENT FLOOR LAYOUT FITTING AND SEAM LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.

12. PROVIDE AND INSTALL THE SCHEDULED RESILIENT WALL BASE AS STYLE COVE BASE WITH TOP-SET TOE IN AREAS SCHEDULED TO RECEIVE

RESILIENT FLOORING. BASE SHALL HAVE PREMOLDED INSIDE AND OUTSIDE CORNERS.

13. REFER TO DOOR AND HARDWARE SCHEDULE FOR DESIGNATED FINISHES OF DOORS AND FRAMES.

14. ALL ELECTRICAL SWITCHES, OUTLETS AND COVER PLATES SHALL BE A PAINTABLE FINISH. COORDINATE THE COLOR/FINISH OF ALL ELECTRICAL

SWITCHES, OUTLETS AND COVER PLATES WITH ARCHITECT. SUBMIT SAMPLES FOR APPROVAL.

15. INSTALL SCHEDULED CARPET TILE AS INDICATED IN FLOOR PLANS. CONTRACTOR TO PROVIDE A DRY LAY FOR REVIEW IN FIELD BY ARCHITECT.

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.

4. INSTALL ALL FIXTURES AND WIRE THOSE REQUIRED TO BE CONNECTED TO EMERGENCY CIRCUITS AND EXIT LIGHTS, BASED ON APPLICABLE CODES AND REVISE FINAL LOCATION, SUBJECT TO THE FINAL REVIEW OF THE ARCHITECT.

5. FURNISH AND INSTALL IN QUANTITY AND TYPE ALL LIGHT BULBS 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.

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 WHERE REQUIRED FOR ALL CEILING MOUNTED LUMINARIES WHICH IS DESIGNED FOR USE IN THE CEILING

WHERE IT OCCURS.

8. FIXTURES ON SUSPENDED CEILING SHALL BE SUPPORTED FROM THE FLOOR ABOVE BY MEANS OF A MINIMUM OF TWO CHAINS PER

FIXTURE; EACH CHAIN CAPABLE OF SUPPORTING 100 LBS.

9. 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.

1. FIXTURES, LAMPS AND RELATED DEVICES FURNISHED UNDER THIS CONTRACT SHALL CARRY THE APPROVAL LABEL OF UL OR ETL FOR THE

SPECIFIC APPLICATION IN WHICH THEY ARE USED.

2. UNLESS OTHERWISE INDICATED, ALL FLUORESCENT LAMP BALLASTS SHALL BE ELECTRONIC TYPE. DIMMING BALLASTS AND BALLASTS FOR USE WITH DAYLIGHT-HARVESTING SHALL BE COMPATIBLE WITH THE CONTROL SYSTEM THAT WILL BE OPERATING THEM, PER THE ELECTRICAL

ENGINEER.

3. LED DIMMING DRIVERS SHALL BE COMPATIBLE WITH THE CONTROL SYSTEM THAT WILL BE OPERATING THEM, AS SPECIFIED BY THE

ELECTRICAL ENGINEER.

4. UNLESS OTHERWISE NOTED, FLUORESCENT LAMP DESIGNATIONS ARE FOR LAMPS BY OSRAM/SYLVANIA. LAMPS OF EQUIVALENT CHARACTERISTICS WITH EQUAL OR BETTER PERFORMANCE CHARACTERISTICS FROM PHILIPS LIGHTING AND GENERAL ELECTRIC ARE

ACCEPTABLE ALTERNATIVES.

5. CONFIRM THAT FIXTURE VOLTAGES AND FIXTURE CEILING TRIMS ARE COMPATIBLE WITH THEIR APPLICATION PRIOR TO ORDERING FIXTURES.

6. CONTRACTOR SHALL SUPPLY, FOR REVIEW BY THE ARCHITECT AND/OR LIGHTING CONSULTANT, ONE WORKING SAMPLE (120V), WITH CORD AND PLUG, OF EACH LED FIXTURE VARIETY IN THE FINAL SPECIFICATIONS. IF THE FIXTURE IS TO BE DIMMED, A FUNCTIONAL DIMMER OF THE SAME TYPE AS THE INTENDED CONTROL SYSTEM SHALL BE SUPPLIED WITH THE FIXTURE SAMPLE, SO THE DIMMING RESPONSE CAN BE TESTED AND DEMONSTRATED. CONTRACTOR TO PROVIDE UPDATED LIGHTING "FACTS SHEET" FOR EACH LED PRODUCT.

7. FURNISH AND INSTALL THE CORRECT SIZE OF SECONDARY WIRING FROM REMOTE TRANSFORMERS, DRIVERS, AND/OR REMOTE BALLASTS AS

REQUIRED TO KEEP VOLTAGE DROP IN THE SECONDARY WIRING BELOW 3% OF RATED VOLTAGE.

8. PROVIDE LABOR AND EQUIPMENT FOR FOCUSING OF ADJUSTABLE FIXTURES AND PRESETTING OF LIGHTING CONTROL SYSTEMS. FOCUSING AND PRESETTING SHALL BE DONE IN THE PRESENCE OF THE DESIGN PROFESSIONAL. FOCUS LIGHTING AFTER DARK IF DIRECTED BY THE OWNER'S REPRESENTATIVE. PROVIDE AT LEAST ONE DAY OF A FACTORY-TRAINED AND CERTIFIED TECHNICIAN TO PROVIDE WARRANTY START UP AND PROGRAMMING FOR ALL LIGHTING CONTROL SYSTEMS AND PROGRAMMABLE LIGHTING FIXTURES.

9. PROVIDE THE FOLLOWING WITH BID:

A. THE TOTAL QUANTITY OF EACH LIGHT BULB TYPE WITH THE PRICE EXTENSION FOR THAT QUANTITY.

10. WITHIN 21 DAYS OF CONTRACT AWARD, FURNISH SUBMITTALS FOR ALL SPECIFIED LIGHTING FIXTURES FOR REVIEW BY THE DESIGN PROFESSIONAL. THE SUBMITTALS SHALL INCLUDE LUMINAIRE CATALOG CUTS INDICATING THE FOLLOWING:

A. MANUFACTURER'S NAME AND COMPLETE CATALOG NUMBER

B. FIXTURE TYPE, DIMENSIONS AND FINISH

C. FIXTURE PHOTOMETRIC TEST DATA FROM AN INDEPENDENT TEST LABORATORY

D. FIXTURE ACCESSORIES, WHEN SPECIFIED

E. LAMP TYPE, QUANTITY, WATTAGE, LUMEN OUTPUT, RATED LIFE, COLOR TEMPERATURE, COLOR RENDERING INDEX AND BEAM SPREAD

AS APPLICABLE

F. BALLAST TYPE AND FIXTURE VOLTAGE

11. SUBMITTALS FOR LIGHTING FIXTURES MOUNTED WITHIN ARCHITECTURAL COVES OR CASEWORK, AND FOR NON-STANDARD OR CUSTOM FIXTURES, SHALL ALSO INCLUDE SCALED DRAWINGS SHOWING THE LAYOUT AND DIMENSIONS OF ALL FIXTURE COMPONENTS AND

ACCESSORIES, THE METHOD OF INSTALLATION, AND A COMPLETE BILL OF MATERIALS.

1. INSTALLATION OF ALL COURTS TELECOMMUNICATIONS/CABLING SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING REGULATIONS, CODES, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE LATEST VERSION.

• ANSI/NFPA 70; NATIONAL ELECTRICAL CODE

• ANSI/TIA 455-78-B OPTICAL FIBERS-PART 1-40: MEASUREMENT METHODS AND TEST PROCEDURES

• ANSI/TIA-598-C OPTICAL FIBER CABLE COLOR CODING

• ANSI/TIA 526-7 OPTICAL POWER LOSS MEASUREMENTS OF INSTALLED SINGLE-MODE FIBER CABLE PLANT

• ANSI/TIA 526-14-A OPTICAL POWER LOSS MEASUREMENTS OF THE INSTALLED MULTIMODE FIBER CABLE PLANT

• ANSI/TIA 606-A ADMINISTRATION STANDARDS FOR THE TELECOMMUNICATIONS INFRASTRUCTURE OF COMMERCIAL BUILDINGS

• ANSI/J-STD 607-A COMMERCIAL BUILDING GROUNDING (EARTHING) AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS

• ANSI/TIA 569-B ANSI/TIA 568-B COMMERCIAL BUILDING STANDARDS FOR TELECOMMUNICATIONS PATHWAYS AND SPACES TIA/TSB 140

ADDITIONAL GUIDELINES FOR FIELD-TESTING LENGTH, LOSS AND POLARITY OF OPTICAL FIBER CABLING SYSTEMS.

a. INSTALLERS SHOULD ALWAYS FOLLOW THE NESC, NEC, APPLICABLE STATE AND LOCAL REGULATORY CODES, MANUFACTURER'S INSTRUCTION, AND THE DISTRICT OF COLUMBIA COURTS CABLE & WIRE MANAGEMENT PROCEDURES MANUAL WHEN INSTALLING

TELECOMMUNICATION CABLING PRODUCTS AND SYSTEMS.

2. PRIOR TO BEGINNING ANY WORK, SECURE NECESSARY PERMITS OR CLEARANCES FROM THE AUTHORITIES HAVING JURISDICTION. PROVIDE ALL LABOR AND MATERIALS FOR A COMPLETE INSTALLATION. WORK SHALL BE ONLY EXECUTED BY EXPERIENCED AND QUALIFIED PERSONS WHO ARE

CERTIFIED IN THE JURISDICTION WHERE THE PROJECT IS LOCATED.

3. THE CONTINUITY OF ALL EXISTING CABLING IDENTIFIED AND INDICATED TO REMAIN SHALL BE MAINTAINED U.O.N. ALL CABLE, WIRE CONDUIT, OR OTHER COMPONENTS THAT ARE DESIGNATED TO BE DECOMMISSIONED SHOULD BE REMOVED. COORDINATE FULL SCOPE OF WORK WITH CM/PM CPFMD AND COURT'S IT AND/OR TELECOMMUNICATION REPRESENTATIVES PRIOR TO COMMENCING ANY WORK.

4. THE POWER DATA & TELEPHONE PLANS ARE DIAGRAMMATIC ONLY. COORDINATE ALL TELECOMMUNICATIONS EQUIPMENT, CABLING REQUIREMENTS, TELECOMMUNICATION CLOSET LOCATIONS AND INSTALLATION WITH CM/PM CPFMD AND COURT'S IT AND/OR

TELECOMMUNICATION REPRESENTATIVES.

5. ALL EQUIPMENT SHALL BE "UL" LABELED U.O.N.

6. CONTRACTOR SHALL COORDINATE THE SCHEDULING OF ALL WORK WITH CM/PM AND ALLOW SUFFICIENT TIME FOR COORDINATION OF EXISTING

BUILDING ACTIVITIES WITH THE CONSTRUCTION SCOPE OF WORK.

7. TELECOMMUNICATION CABLING SHALL BE TAGGED AT EACH END AND TERMINATED IN ACCORDANCE WITH THE COURTS CABLE & WIRE

MANAGEMENT PROCEDURES MANUAL

8. QUAINTLY OF DROPS MAY NOT BE INDICATED FOR ALL LOCATIONS, NOTE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL CABLING NECESSARY FOR THE PROPER FUNCTION OF EQUIPMENT, DEVICES, ETC. REFER TO ARCHITECTURAL / ENGINEERING DRAWINGS FOR RECEPTACLE LOCATIONS. ALL WORK THAT CONNECTS/TERMINATES TO AN EXISTING BUILDING SYSTEM SHALL BE COORDINATED WITH CM/PM, CPFMD AND COURT'S IT AND OR TELECOMMUNICATION REPRESENTATIVES.

9. CONTRACTOR SHALL NOTE FOR ALL CABLE TRAY PLANNING AND INSTALLATION OF CABLE TRAY SHALL BE INSTALLED IN ACCORDANCE WITH GUIDELINES AND RECOMMENDATIONS CONTAINED WITHIN NECA/BICSI 568-2006 (STANDARD FOR INSTALLING COMMERCIAL BUILDING TELECOMMUNICATION CABLE-ANSI). CONTRACTOR TO CONSULT THE DISTRICT OF COLUMBIA COURTS CABLE & WIRE MANAGEMENT PROCEDURES

MANUAL FOR FLEXTRAY SYSTEM CUT SHEETS AND TECHNICAL SPECIFICATION.

10. EXISTING FIRE ALARM SYSTEM SHALL REMAIN IN OPERATION DURING CONSTRUCTION IN EXISTING BUILDING. WITH WRITTEN APPROVAL FROM THE FIRE MARSHALL AND THE OWNER, EXISTING FIRE ALARM DEVICES IN THE AREA OF CONSTRUCTION MAY BE DISCONNECTED FROM SERVICES DURING CONTRACTOR'S WORKING HOURS. WHEN THE CONTRACTOR IS FINISHED FOR THE DAY, THE FIRE ALARM DEVICES SHALL BE RECONNECTED AND BACK IN OPERATION. FIRE ALARM DEVICES MUST BE COVERED OR OTHERWISE PROTECTED FROM DUST AND DEBRIS DURING CONSTRUCTION.

11. ALL FIRE ALARM WORK SHALL BE PERFORMED BY THE BASE BUILDING FIRE ALARM CONTRACTOR. GENERAL CONTRACTOR SHALL OBTAIN THE

SERVICES OF THE BASE BUILDING FIRE ALARM CONTRACTOR.

12. PROVIDE EMPTY CONDUIT WITH PULL STRING FOR ALL SECURITY DEVICES UP TO THE SECURITY JUNCTION BOXES/TROUGHS. COORDINATE CONDUIT SIZE AND EXACT LOCATION OF ALL SECURITY DEVICES WITH SECURITY VENDOR/TYCO, CM/PM & ARCHITECT PRIOR TO INSTALL.

1. UNLESS OTHERWISE INDICATED BY THE CONSTRUCTION DOCUMENTS,ALL ITEMS OF CONSTRUCTION ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR

AND/ OR HIS SUBCONTRACTORS.

2. WHEN REFERRED TO IN THE CONSTRUCTION DOCUMENTS THE TERM "DC COURTS" AND/ OR "OWNER" SHALL REFER THE DISTRICT OF COLUMBIA COURTS CAPITAL PROJECTS AND FACILITIES MANAGEMENT DIVISION (CPFMD) AND/ OR THEIR APPROUVED REPRESENTATIVES, UNLESS NOTED OTHERWISE.

3. WHEN REFERRED TO IN THE CONSTRUCTION DOCUMENTS THE TERM "WORK" SHALL REFER TO THE PERFORMANCE AND/ OR COORDINATION OF WORK RELATED TO INTERIOR FIT-OUT OF THE PROJECT INCLUDING ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND AUDIO-VISUAL DISCIPLINES.

4. WHEN REFERRED TO IN THE CONSTRUCTION DOCUMENTS THE TERM "FURNISH", "INSTALL", "PROVIDE" AND ANY FORM OF DIRECTION THEREOF USED IN THE CONSTRUCTION DOCUMENTS, ARE DIRECTING THE CONTRACTOR TO BOTH FURNISH AND INSTALL ANY GIVEN ITEM AND ITS INCIDENTAL MATERIALS, UNLESS NOTED

OTHERWISE.

5. THE WORK INCLUDES BUT IS NOT NECESARELY LIMITED TO THE FOLLOWING. THIS LIST IS SOLELY FOR THE GENERAL INDICATION OF ITEMS INVOLVED IN THE WORK. IT IS IN NO PARTICULAR ORDER AND IT IS NOT MEANT TO BE A SUGGESTED SEQUENCING.

6. THE REMOVAL OF EXISTING LIGHTFIXTURES AS INDICATED BY THE CONSTRUCTION DOCUMENTS.

7. 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. PARTITIONS,

B. ACOUSTICAL CEILING TILES, SUSPENSION GRID, AND HANGER WIRE,

C. EXIT SIGNAGE AND OTHER CEILING MOUNTED DEVICES,

D. CARPET AND BASE MATERIALS,

E. SELECTIVE CONCRETE FLOOR SLAB DEMOLITION,

F. LIMITED DEMOLITION OUTSIDE OF THE PROJECT AREA AS MAY BE NECESSARY FOR THE COMPLETION OF THE WORK.

G. DOOR + FRAME ASSEMBLIES UNLESS NOTED TO BE REUSED,

8. 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.

9. THE INSTALLATION OF NEW WORK AS INDICATED BY THE CONSTRUCTION DOCUMENTS.

10. THE INSTALLATION OF CEILING BULKHEADS AND SUPPORT FRAMING.

11. THE ERECTION OF NEW GYPSUM BOARD PARTITIONS AND CEILING ASSEMBLIES.

12. THE INSTALLATION OF ALL STOREFRONT, DOORS AND HARDWARE.

13. THE INSTALLATION OF ALL FINISHES AND ACCESSORIES AS INDICATED BY THE CONSTRUCTION DOCUMENTS.

14. THE INSTALLATION OF ALL MILLWORK AS INDICATED BY THE CONSTRUCTION DOCUMENTS TOGEATHER WITH NECESSARY BLOCKING FOR SUPPORT.

15. THE INSTALLATION OF SUSPENDED ACOUSTICAL ASSEMBLIES.

16. THE INSTALLATION OR REINSTALLATION OF ALL LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES INDICATED BY THE CONSTRUCTION DOCUMENTS

TOGETHER WITH ALL MATERIALS INCIDENTAL THERETO.

17. THE RECONFIGURATION OF THE EXISTING AUTOMATIC SPRINKLER SYSTEM TO ACCOMMODATE THE PROPOSED LAYOUT.

18. THE INSTALLATION OF ALL FIRE AND LIFE SAFETY DEVICES AS INDICATED BY THE CONSTRUCTION DOCUMENTS AS REQUIRED BY CODE.

19. COORDINATION OF WORK WITH THE DC COURTS SECURITY VENDOR AND THE PROVISION OF ROUGH-IN WORK THAT THEY MAY REQUIRE, WHETHER SPECIFICALLY

NOTED IN PLAN OR NOT.

20. 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.

21. FURNISH AND INSTALL AUDIO/VISUAL EQUIPMENT AS SPECIFIED, WITH PROVISION OF ANY ELECTRICAL, DATA CONNECTION SERVICES THAT MAY BE REQUIRED TO

FACILITATE A COMPLETE AND PROPER FUNCTION OF EQUIPMENT, DEVICES, ETC.

22. COORDINATION OF WORK WITH CM/PM PROVISION OF ANY EXISTING FF&E TIEMS AS SPECIFIED IN DOCUMENTS FOR RELOCATION OR DESPOSAL .

23. COORDINATION OF WORK REQUIRED TO FURNISH AND INSTALL FF&E ITEMS, IN QUANTITY AND TYPE, TOGETHER WITH ALL MATERIALS INCIDENTAL THERETO, WITH VENDORS, INSTALLERS, AND THE PROVISION OF ANY ELECTRICAL, DATA OR TELEPHONE CONNECTION SERVICES THAT MAY BE REQUIRED TO FACILITATE A COMPLETE SCOPE OF WORK WHETHER INDICATED IN DOCUMENTS OR NOT. NOTE PROVISION FOR ANY ITEM NOT SHOWN OR SPECIFICALLY INDICATED IN

DOCUMENTS SHALL BE COORDINATED WITH CM/PM AND ARCHITECT PRIOR TO INSTALLATION.

1. THE INTENT OF THESE DRAWINGS IS TO PROVIDE GENERAL GUIDELINES FOR THE SELECTIVE DEMOLITION OF PORTIONS OF ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PIPING SYSTEMS SERVING THE BUILDING. NOTE THAT 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 THAT BY SUBMISSION OF BID THE CONTRACTOR SHALL ACKNOWLEDGE ACCEPTANCE OF THESE DOCUMENTS AS ADEQUATE DEFINITION OF THE SCOPE OF WORK AND EXTRA COST CLAIMS ON INADEQUACY OF THE

DOCUMENTS WILL NOT BE CONSIDERED.

2. 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.

3. ALL WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE CODES AND REGULATIONS.

4. CODES AND REGULATIONS: CONFORM TO CODES AND REGULATIONS CURRENTLY IN FORCE BY THE DISTRICT OF COLUMBIA. SAID DOCUMENTS INCLUDE, BUT

ARE NOT LIMITED TO, THE FOLLOWING:

A. 2012 INTERNATIONAL BUILDING CODE

B. 2012 INTERNATIONAL FIRE PREVENTION CODE

C. 2013 DCMR 12 BUILDING CODE REGULATIONS

D. 2015 ARCHITECTURAL BARRIERS ACT STANDARDS

5. THE WORK DETAILED ON THESE PLANS IS BASED ON PREVIOUSLY PREPARED BASE BUILDING DRAWINGS WHERE EXISTING FIELD CONDITIONS MAY BE DIFFERENT THAN SHOWN. ADVISE THE ARCHITECT OF DISCREPANCIES WHICH WILL AFFECT THE PROPOSED WORK PRIOR TO BEGINNING ANY WORK.

6. SYMBOLS SHOWN ON LEGEND DEFINE TYPE OF ITEMS ONLY. CONTRACTOR IS RESPONSIBLE FOR RESEARCHING DRAWINGS FOR EXACT CONSTRUCTION

MATERIALS OR QUANTITIES OF EACH.

7. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EVERY DAY, EXCEPT ITEMS INDICATED TO BE REUSED OR RETURNED TO THE OWNER. REFER TO SPECIFICATION SECTION 02 4119 SELECTIVE DEMOLITION - SELECTIVE DEMOLITION SCHEDULE.

8. 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.

9. WHERE OPENINGS 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, PROVIDE TEMPORARY CLOSURE AS REQUIRED.

10. WHERE A CONFLICT OCCURS IN OR BETWEEN THE AFOREMENTIONED CODES AND REGULATIONS, THE STRICTER SHALL APPLY UNLESS OTHERWISE INDICATED OR

AGREED UPON.

11. 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.

12. 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.

13. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE.

14. 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.

15. 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.

16. 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. REFER TO SPECIFICATION SECTION 07 8413 PENETRATION

FIRESTOPPING.

17. 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.

18. WHERE CORE DRILLING IS REQUIRED, ANALYZE THE CONCRETE SLAB USING EITHER XRAY OR GPR METHODS IN ORDER TO VERIFY THAT THE LOCATION TO BE DRILLED IS FREE OF OBSTRUCTIONS. REPORT FINDINGS TO THE OWNER PRIOR TO COMMENCING THE WORK.

19. 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", LATEST EDITION, AS PUBLISHED BY THE ARCHITECTURAL WOODWORK

INSTITUTE, FOR CUSTOM CABINETS.

B. REFER TO THE FINISH SCHEDULE FOR THE COLOR SELECTION OF PLASTIC LAMINATES (PLAM) AND SOLID SURFACE MATERIALS.

20. PROVIDE SAMPLES, SPECIFICATION SHEETS AND/OR PRODUCT DATA FOR ALL SCHEDULED ITEMS. PREPARE COMPREHENSIVE LIST OF ALL SUBMITTALS AT THE

START OF THE PROJECT FOR REVIEW BY ARCHITECT.

21. PROVIDE AND INSTALL NEW SPRAY-ON FIREPROOFING TO MATCH COLUMNS, ETC. AT LOCATIONS WHERE EXISTING FIREPROOFING WAS REMOVED DUE TO DEMOLITION OR NEW CONSTRUCTION. COORDINATE WITH ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF ANY WORK. PROVIDE AN ALLOWANCE FOR REPLACEMENT OF 2000SF OF FIREPROOFING AND A UNIT PRICE FOR ADJUSTMENTS.

22. WHERE NEW GYPSUM BOARD CONSTRUCTION ABUTS EXISTING CONSTRUCTION, COLUMNS, PARTITIONS, ETC., ALIGN NEW TRACK WITH EXISTING ADJACENT SURFACE AND CONTINUE A NEW LAYER OF THE SCHEDULED GYPSUM WALL BOARD ACROSS EXISTING SURFACE FOR A SMOOTH CONTINUOUS SURFACE.

23. ARCHITECT TO REVIEW CHALK LINES OF ALL NEW SCHEDULED PARTITIONS IN WRITING PRIOR TO THE SECURING OF ANY METAL TRACK RUNNER OR SETTING

OF ANY NON-BEARING CONCRETE MASONRY UNITS.

24. REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION.

25. PREPARE ALL EXISTING PARTITIONS WITHIN PROJECT SCOPE TO RECEIVE THE NEW SCHEDULED FINISH IN ACCORDANCE WITH MANUFACTURERS'

SPECIFICATIONS.

26. PROVIDE AND INSTALL NEW SPRAY-ON FIREPROOFING TO MATCH COLUMNS, ETC. AT LOCATIONS WHERE EXISTING FIREPROOFING WAS REMOVED DUE TO DEMOLITION OR NEW CONSTRUCTION. COORDINATE WITH ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF ANY WORK. PROVIDE AN ALLOWANCE FOR REPLACEMENT OF 2000SF OF FIREPROOFING AND A UNIT PRICE FOR ADJUSTMENTS.

27. WHERE NEW GYPSUM BOARD CONSTRUCTION ABUTS EXISTING CONSTRUCTION, COLUMNS, PARTITIONS, ETC., ALIGN NEW TRACK WITH EXISTING ADJACENT SURFACE AND CONTINUE A NEW LAYER OF THE SCHEDULED GYPSUM WALL BOARD ACROSS EXISTING SURFACE FOR A SMOOTH CONTINUOUS SURFACE.

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. INSTALL MULTIPLE SWITCH GROUPINGS IN COMMON GANG BOXES WITH BARRIERS AND COMMON COVERPLATES.

6. COORDINATE WITH DC COURTS FOR THE PROVISION AND INSTALLATION REQUIREMENTS FOR SECURITY EQUIPMENT.

Probate

1. HAZARDOUS MATERIALS ARE NOT PART OF THE SCOPE OF THESE DRAWINGS. CONTRACTOR AGREES TO INDEMNIFY, HOLD HARMLESS AND DEFEND OWNER AND ARCHITECT FROM CLAIMS, DAMAGES, LOSSES, COSTS, EXPENSES, AND LIABILITIES ARISING OUT OF OR RESULTING FROM THE PRESENCE, UNCOVERING OR RELEASE OF SUSPECTED OR CONFIRMED HAZARDOUS MATERIALS TO THE EXTENT CAUSED BY THE NEGLIGENCE OF, OR FAILURE TO COMPLY WITH, THE TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR OR ANYONE FOR WHOM THE CONTRACTOR IS RESPONSIBLE.

2. IF HAZARDOUS MATERIALS ARE ENCOUNTERED AT THE SITE OF THE WORK OR IN THE PERFORMANCE OF THE WORK, CONTRACTOR SHALL STOP WORK IN THE AREA OF HAZARDOUS MATERIALS AND IMMEDIATELY NOTIFY THE OWNER. CONTRACTOR SHALL BAR ALL PERSONS FROM ENTERING THE AFFECTED AREA AND TAKE ALL NECESSARY STEPS TO MINIMIZE THE RISKS TO EMPLOYEES AND OTHERS FROM SUCH HAZARDOUS MATERIALS. CONTRACTOR AND OWNER SHALL MEET TO IDENTIFY THE ENTIRETY OF THE AFFECTED AREA AND REVIEW CONTAINMENT AND REMEDIAL ACTION. IT IS UNDERSTOOD THAT OWNER MAY EMPLOY CONTRACTOR OR SEPARATE CONTRACTOR(S) TO REMOVE, REMEDIATE OR RENDER HARMLESS HAZARDOUS MATERIALS ENCOUNTERED AT THE SITE OR IN THE PERFORMANCE OF THE

WORK.

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Pl ot te d:

515 5th Street NW Washington DC Building A

DESIGN INTENT ONLY

NOT FOR

CONSTRUCTION

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

Accepted By:

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

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IBI GROUP

Architects, Planners & Interior Designers 1505 Prince Street - Suite 200 Alexandria VA 22314-2852 USA tel 703 836 9600 fax 703.836.2484 ibigroup.com

Pr oje ct Ti tle

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BIM 360://2153 - DC Courts/515 5th St_3_Probate.rvt

08/18/2017

A000215.2153

General Notes

Probate Division, Third Floor, Rooms 304, 314, 315, 316, 318 515 5th Street (Building A) Washington DC, NW 20001

Di str ict of

C olu m bia

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

5 5 th St re et

(B uil din g A

W as hin gto n D

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Pr ob ate D ivi sio n, Th ird Fl oo r, Ro om s 3

, 3

, 3

6, General Notes

General Reflected Ceiling Plan Notes

General Lighting Notes

General Telecommunication Cabling Notes

General Description of Work

General Architectural Notes

General Power, Data and Telephone Notes

Hazardous Materials

SCALE:SCALE:SCALE:SCALE:SCALE:

3 5/8", 18 GA. STEEL STUDS @

16" O.C. MAX.

LINE OF SCHEDULED CEILING

SEE REFLECTED CEILING PLAN

SOUND ATTENUATION BLANKET

SCHEDULED FLOOR

FINISH

ACOUSTICAL SEALANT - BOTH SIDES

CONTINUOUS FLOOR TRACK,

FASTENERS @ 24" O.C. MIN.

SCHEDULED BASE

3E Partition Type

Fire Rating/Test #: N/A

STC Rating: 49-51

Partition Thickness: 4 7/8"

Stud Thickness: 3 5/8"

SAFB Insulation Thickness: 3 1/2"

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Description: Slab High with SAFB

BOTTOM OF STRUCTURE

TOP OF STEEL STUD

CONTINUOUS SLOTTED STEEL

TRACK (SEE TYPICAL TOP

RUNNER DETAILS)

0' - 4 7/8"

1 LAYER OF 5/8" FIRE RATED GWB -

TYPE X (EACH SIDE)

3 1/2" SOUND ATTENUATION FIRE

BLANKETS

Pa rt iti on

N ot es

3 5/8", 18 GA. STEEL STUDS @

16" O.C. MAX.

BOTTOM OF STRUCTURE

CONTINUOUS SLOTTED STEEL

TRACK (SEE TYPICAL TOP RUNNER

DETAILS)

LINE OF SCHEDULED CEILING

SEE REFLECTED CEILING PLAN

SOUND ATTENUATION BLANKET

SCHEDULED FLOOR

FINISH

BACKER ROD & ACOUSTICAL

SEALANT

CONTINUOUS FLOOR TRACK,

FASTENERS @ 24" O.C. MIN.

SCHEDULED BASE

1K Partition Type

Fire Rating/Test #: N/A

STC Rating: TBD

Partition Thickness: 4 1/4"

Stud Thickness: 3 5/8" SAFB Insulation Thickness: 3 1/2"

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Description: Slab High with SAFB - 1 Layer of GWB, One Side Only

TOP OF STEEL STUD

0' - 4 1/4"

1 LAYER OF 5/8" FIRE RATED GWB -

TYPE X

3 1/2" SOUND ATTENUATION FIRE

BLANKETS

NOTES:

1. ALL STUDS ARE SPACED 16" O.C. MAX.

2. ALL STUDS SHALL BE "C" STUDS W/ 1/4" FLANGE MIN.

3. DENOTES SHELVING OR CABINETRY

4 IN NO CASE SHALL DOUBLE STUDS @ SIDES OF OPENINGS BE CUT FOR DUCTWORK OR OTHER MECHANICAL SYSTEMS

UNDERSIDE OF SLAB,

FLOOR, OR ROOF DECK

CEILING LINE

2" WIDE 22 GA. MTL. STRAP

22 GA. MTL. TOP

TRACK (TYP

U.N.O.)

22 GA. BOTTOM

TRACK (TYP)

FLOOR LINE

MOUNTING DETAIL

ABOVE CEILING OPENING LARGE ABOVE CEILING OPENING

LARGE BELOW

CEILING OPENING

BELOW

CEILING OPENING

DOUBLE DOOR

OPENING

DOOR

OPENING

DOUBLE STUDS DOUBLE STUDS

AT WALL MOUNTED

ARCHITECTURAL CABINETS/

MILLWORK/ ATTACHED

SHELVING

D

C

D

A

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E A

A

B

20 GA. STUDS 4' - 6" MAX 8' - 6" MAX 4' - 6" MAX 4' - 6" MAX 8' - 6" MAX 8' - 6" MAX

3'

2"

7'

3"

DOUBLE 20 GA.

MTL. STUDS

22 GA. MTL.

TRACK AT FLOOR

1" X 22 GA. MTL.

STRAP PLATES AT

3'-6" O.C. EA. SIDE

22 GA. MTL. SILL

BELOW TRACK

DOUBLE 20

GA. MTL. STUDS

20 GA. MTL.

TRACK AT FLOOR

1" X 22 GA.

MTL. STRAP

PLATES AT

3'-6" O.C. EA.

SIDE

20 GA. MTL.

TRACK

CLIP ANGLE -

20 GA. X 1 1/2"

X 1 1/2"" X 3"

FOR 3 5/8"

STUDS AND 5"

FOR 6" STUDS

EA. SIDE

20 GA. MTL.

TRACK

A Double Door/Large Opening HeaderB Large Opening Jamb StudsC Door Opening HeaderD Door Opening Jamb StudsE Opening Header

CLIP ANGLE -

20 GA. X 1 1/2"

X 1 1/2"" X 3"

FOR 3 5/8"

STUDS AND 5"

FOR 6" STUDS

EA. SIDE

CLIP ANGLE -

20 GA. X 1 1/2"

X 1 1/2"" X 3"

FOR 3 5/8"

STUDS AND 5"

FOR 6" STUDS

EA. SIDE

CLIP ANGLE -

20 GA. X 1 1/2"

X 1 1/2"" X 3"

FOR 3 5/8"

STUDS AND 5"

FOR 6" STUDS

EA. SIDE

6A Partition Type

Fire Rating/Test #: N/A

STC Rating: TBD

Partition Thickness: 7 1/4"

Stud Thickness: 6"

SAFB Insulation Thickness: 6"

Description: Slab High with SAFB

SCHEDULED FLOOR

FINISH

ACOUSTICAL SEALANT -

BOTH SIDES

CONTINUOUS FLOOR TRACK,

FASTENERS @ 24" O.C. MIN.

SCHEDULED BASE

LINE OF SCHEDULED CEILING

SEE REFLECTED CEILING PLAN

6", 18 GA. STEEL STUDS

16" O.C. MAX.

BOTTOM OF STRUCTURE

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TOP OF STEEL STUD

CONTINUOUS SLOTTED STEEL

TRACK (SEE TYPICAL TOP

RUNNER DETAILS)

1 LAYER OF 5/8" FIRE RATED GWB -

TYPE X (EACH SIDE)

6" SOUND ATTENUATION FIRE

BLANKETS

0' - 7 1/4"

Pa rt iti on

N ot es

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

INDICATED.

2. PROVIDE 5/8" CEMENTITIOUS BACKER BOARD IN LIEU OF 5/8" GWB AT ALL PARTITIONS

INDICATED TO RECEIVE WITH CERAMIC OR STONE TILES.

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. CROSS-BRACE ALL CHASE WALLS

SHALL TO ADJACENT WALL AND PROVIDE A MINIMUM OF 1 1/2" OF SOUND ATTENUATION

BLANKETS.

3. PROVIDE STEEL STUD BRACING AS REQUIRED AT STUDS ABOVE CEILING TO MEET

DEFLECTION REQUIREMENT - L/240 FOR STANDARD GWB WALLS, L/360 FOR WALLS WITH

TILE OR STONE FINISH.

REINFORCE BRACE AND PROVIDE BLOCKING IN 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.

4. CONFIRM THE GAUGES REQUIRED FOR COLD ROLLED STEEL FRAMING MEMBERS IN

RELATION TO THEIR APPLICATION AND/OR FUNCTION 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.

5. ALL FIRE RATED PARTITIONS SHALL FIT TIGHT AGAINST OVERHEAD STRUCTURE.

6. PROVIDE NONCOMBUSTIBLE FIRE STOPPING MATERIAL AND SEAL AROUND PENETRATIONS

IN FLOOR AND PARTITIONS IN ORDER TO PROVIDE REQUIRED FIRE SEPARATION.

7. FUR AND FINISH ALL VERTICAL PIPES AND DUCTS IN THE SAME MATERIAL AS THE

ADJACENT WALL OR COLUMN WHETHER INDICATED OR NOT ON THE ARCHITECTURAL

DRAWINGS.

8. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD USED IN THIS PROJECT SHALL BE FIRE

RESISTANT.

Probate

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Scale:

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Planned By:

Drawn by:

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

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A M

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N a rc hi te ct s llp

Pl ot te d:

515 5th Street NW Washington DC Building A

DESIGN INTENT ONLY

NOT FOR

CONSTRUCTION

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

Accepted By:

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

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ISSUED FOR DATE

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Location:

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IBI GROUP

Architects, Planners & Interior Designers 1505 Prince Street - Suite 200 Alexandria VA 22314-2852 USA tel 703 836 9600 fax 703.836.2484 ibigroup.com

Pr oje ct Ti tle

Cl ien t N am e

Bu ild ing A dd res s

As indicated

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BIM 360://2153 - DC Courts/515 5th St_3_Probate.rvt

08/18/17

A000315.2153

Schedules/ Standard Details

Probate Division, Third Floor, Rooms 304, 314, 315, 316, 318 515 5th Street (Building A) Washington DC, NW 20001

Di str ict of

C olu m bia

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

5 5 th St re et

(B uil din g A

W as hin gto n D

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Pr ob ate D ivi sio n, Th ird Fl oo r, Ro om s 3

, 3

, 3

6, Scale : 1/4" = 1'-0" 3 Partitions Framing Elevations

Partition Types

Scale : 3" = 1'-0" 4 Partitions Framing Details

Partition Notes

3' - 9"

7'

5"

1/

2"

4 1/2"

1/

2"

5' - 0"

1' - 8" 3' - 4"

7'

0"

3' - 0"

7'

0"

6'

3' - 0"

FRAME TYPE A FRAME TYPE B DOOR TYPE 1 DOOR TYPE 2

A0004

A0004

A0004

A0004

A0004

VI

F

1/

4"

0' - 4 5/8"

EXISTING WOOD TRIM TO

BE REUSED FROM

RELOCATED DOOR

EXISTING WOOD DOOR

FRAME TO BE REUSED

FROM RELOCATED DOOR

EXISTING WOOD DOOR TO

BE REUSED

WOOD TRIM PROFILE AND

SIZE TO MATCH EXISTING

WOOD BLOCKING

EXISTING WOOD TRIM TO BE

REUSED FROM RELOCATED

DOOR

EXISTING WOOD DOOR

FRAME TO BE REUSED

FROM RELOCATED DOOR

EXISTING WOOD DOOR TO

BE REUSED

WOOD TRIM TO MATCH

EXISTING

WOOD BLOCKING

5/8" TYPE "X" GYPSUM

BOARD ON BOTH SIDES OF

6" X 18 GA METAL STUDS

5 1/2" SOUND

ATTENUATION BATT

INSULATION

0'

1/

4" 0'

5"

PARTITION TYPE 6A, SEE PARTITIONS SCHEDULE.

EXISTING RELOCATED STOREFRONT SYSTEM.

SEALANT AND BACKER ROD

WOOD SHIM

WOOD BLOCKING

Probate

PARTITION TYPE 6A, SEE PARTITIONS SCHEDULE.

EXISTING RELOCATED STOREFRONT SYSTEM.

SEALANT AND BACKER ROD

WOOD SHIM

0'

1/

2"

WOOD BLOCKING

RELOCATED STOREFRONT SYSTEM/ SIDELIGHT JAMB

RELOCATED STOREFRONT DOOR

0'

5"

0' - 2 1/2"

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Scale:

Checked by:

Planned By:

Drawn by:

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

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Pl ot te d:

515 5th Street NW Washington DC Building A

DESIGN INTENT ONLY

NOT FOR

CONSTRUCTION

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

Accepted By:

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

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ISSUED FOR DATE

NO. DESCRIPTION DATE BY

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APPROVALS DATE

Location:

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IBI GROUP

Architects, Planners & Interior Designers 1505 Prince Street - Suite 200 Alexandria VA 22314-2852 USA tel 703 836 9600 fax 703.836.2484 ibigroup.com

Pr oje ct Ti tle

Cl ien t N am e

Bu ild ing A dd res s

As indicated

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BIM 360://2153 - DC Courts/515 5th St_3_Probate.rvt

07/27/17

A000415.2153

Door Schedule, Details

Probate Division, Third Floor, Rooms 304, 314, 315, 316, 318 515 5th Street (Building A) Washington DC, NW 20001

Di str ict of

C olu m bia

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

5 5 th St re et

(B uil din g A

W as hin gto n D

C, N

W

Pr ob ate D ivi sio n, Th ird Fl oo r, Ro om s 3

, 3

, 3

6, DOOR NO.

Actual Model Door Size & Type DOOR FRAME HARDWARE

REMARKSWidth Height Thickness

DESCRIPTION

TYPE MAT'L FIN. SET # MODIFIERTYPE MAT'L FIN.

314 3' - 0" 7' - 0" 1 3/4" TYPE 1 WOOD STAIN A WOOD STAIN

315 3' - 0" 7' - 0" 1 3/4" TYPE 1 WOOD STAIN A WOOD STAIN

316D 3' - 0" 7' - 0" 1 3/4" TYPE 1 WOOD STAIN A WOOD STAIN

318A 3' - 0" 6' - 9 1/2" TYPE 2 ALUM/ GLASS P-2 B ALUM P-2

318B 3' - 0" 7' - 0" 1 3/4" TYPE 1 WOOD STAIN A WOOD STAIN

Scale : 1/2" = 1'-0" 1 Door and Frame Types

Scale : 3" = 1'-0" 2 Door Jamb Detail - Wood Trim

Scale : 3" = 1'-0" 3 Door Head Detail - Wood Trim

Scale : 3" = 1'-0" 6 Storefront Jamb

Scale : 3" = 1'-0" 5 Storefront Head

Scale : 3" = 1'-0" 4 Door Jamb Detail at Sidelight

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

PHASE 4 SELF HELP CENTER AND WAITING ROOM PHASE 5 OPERATIONS

SWING SPACE SUITE 319

A0006

A0006

A0006

A0006

A0006

A0006 5A

ELEV. #1

3_10

ELEV. #3

3_11

ELEV. #2

3_12

ELEV. #4

3_13

STAIR #5

3_5

PROBATE

HEARING

319C

ELEV. #6

3_9

STAIR #3

3_3

STAIR #4

3_4

ELEV. #5

3_8

ELEC. CLOSET

CLOSET

NORTH

Probate

Not in Contract (NIC)

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Scale:

Checked by:

Planned By:

Drawn by:

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

R U

Z E

N S

A M

T O

N a rc hi te ct s llp

Pl ot te d:

515 5th Street NW Washington DC Building A

DESIGN INTENT ONLY

NOT FOR

CONSTRUCTION

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

Accepted By:

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

SU

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IS

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ISSUED FOR DATE

NO. DESCRIPTION DATE BY

K

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APPROVALS DATE

Location:

CL

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IBI GROUP

Architects, Planners & Interior Designers 1505 Prince Street - Suite 200 Alexandria VA 22314-2852 USA tel 703 836 9600 fax 703.836.2484 ibigroup.com

Pr oje ct Ti tle

Cl ien t N am e

Bu ild ing A dd res s

As indicated

8/

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BIM 360://2153 - DC Courts/515 5th St_3_Probate.rvt

08/18/17

A000515.2153

Phasing Plans

Probate Division, Third Floor, Rooms 304, 314, 315, 316, 318 515 5th Street (Building A) Washington DC, NW 20001

Di str ict of

C olu m bia

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

5 5 th St re et

(B uil din g A

W as hin gto n D

C, N

W

Pr ob ate D ivi sio n, Th ird Fl oo r, Ro om s 3

, 3

, 3

6, Scale : 1/8" = 1'-0" 1 Level 3 - Probate Renovations Floor Plan Phasing Mapping

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

2H

E

E.1

F

109.1 9.2 9.5 9.6

TEMPORARY

PARTITION

E

E.1

F

11 12 13 14

SUBPHASE 5B

SUBPHASE 5A

TEMPORARY

PARTITION

PROBATE

HEARING

319C

PUBLIC CORR.

319A

ROBING

319E

E

E.1

F

11 12 13 14

SUBPHASE 5B

SUBPHASE 5A

Probate

PR

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Scale:

Checked by:

Planned By:

Drawn by:

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

R U

Z E

N S

A M

T O

N a rc hi te ct s llp

Pl ot te d:

515 5th Street NW Washington DC Building A

DESIGN INTENT ONLY

NOT FOR

CONSTRUCTION

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

Accepted By:

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

SU

BM

IS

SI

O N

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ISSUED FOR DATE

NO. DESCRIPTION DATE BY

K

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A

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N A

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APPROVALS DATE

Location:

CL

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M E

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O G

O A

PP

RO

V A

L

ST

A M

P

IBI GROUP

Architects, Planners & Interior Designers 1505 Prince Street - Suite 200 Alexandria VA 22314-2852 USA tel 703 836 9600 fax 703.836.2484 ibigroup.com

Pr oje ct Ti tle

Cl ien t N am e

Bu ild ing A dd res s

As indicated

8/

/2

:1 3:

A

M

BIM 360://2153 - DC Courts/515 5th St_3_Probate.rvt

08/18/17

A000615.2153

Phasing Plans

Probate Division, Third Floor, Rooms 304, 314, 315, 316, 318 515 5th Street (Building A) Washington DC, NW 20001

Di str ict of

C olu m bia

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

5 5 th St re et

(B uil din g A

W as hin gto n D

C, N

W

Pr ob ate D ivi sio n, Th ird Fl oo r, Ro om s 3

, 3

, 3

6, Scale : 1/8" = 1'-0" 1 Partial Floor Plan Phase 1 Temporary Intake / Room 314A

Scale : 1/8" = 1'-0" 2 Partial Floor Plan Phase 2 Intake/ Room 315

Scale : 1/8" = 1'-0" 3 Partial Floor Plan Phase 3 Operations/ 314A

Scale : 1/8" = 1'-0" 4 Partial Floor Plan Phase 4 Self Help Center and Waiting Room/ Room 316A

Scale : 1/8" = 1'-0" 5A Partial Floor Plan Phase 5A Operations/ Room 304

Scale : 1/8" = 1'-0" 6 Partial Floor Plan -Swing Space 319

1) Temporary Intake in Room 314: Install temporary partition to screen off area of construction. Build new drywall surround and move entry door from Public Corridor in Operations Room 314. Install power poles and power, data and telephone connections for stations, staff copier and public copier. Install wiremold for power, data and telephone connections at public computer stations in existing marble vestibules. Install blocking, power and data in two locations for digital messaging system on corridor wall. Provide power for and install existing digital number display on temporary partition. Existing lighting, ceiling and finishes to remain in place.

2) Intake Room 315: Existing systems furniture computer stations to remain in place and to be protected during renovation. Existing carpet tile to remain in place and to be protected during renovation. Demolish partition, windows and counter in Intake Room 315 and ceiling high partition in Room 314. Remove glass door and sidelight and store for reuse. Wall off opening into Self Help Center 316 and paint. Install new finishes and power, data and telephone connections for millwork counter .

Re-lamp light fixtures and replace ceiling tiles as necessary using existing ceiling tiles in Rooms 316B and 316C as necessary (Replace with like kind). Extend ceiling pattern at area of demolished walls to match ceiling pattern at entry. Install blocking, power and data for digital messaging system.

3) Operations Room 314: Remove existing linoleum and install new carpet tile, paint and power, data and telephone connections. Re-lamp light fixtures and replace ceiling tiles as necessary.

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