1914_GSA-DoED_L2 L5 - Combined_210423.pdf

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KRUECK & SEXTON ARCHITECTS, P.C.

400 MARYLAND AVENUE, SW

WASHINGTON, DC 20024

LYNDON B. JOHNSON FEDERAL BUILDING

DC0010ZZ

DC0010_A_LVL5_2_Restrooms_r2020

WSP ENGINEERING

DEPARTMENT OF EDUCATION

CONSOLIDATION PROJECT

100% Construction Documents

HALLIE FUTTERMAN

RENOVATION OF LEVEL 2 & LEVEL 5 - EXISTING

RESTROOMS TO MEET THE DEPARTMENT OF

EDUCATION’S PROGRAMMATIC REQUIREMENTS.

XX

XX

XX

KRUECK & SEXTON ARCHITECTS

221 W ERIE ST

CHICAGO, IL 60654 (312) 787-0056

ARCHITECT

WSP ENGINEERING

ONE PENNSYLVANIA PLAZA, SECOND FLOOR

NEW YORK, NY 10119 (212) 465-5000

MEP ENGINEER

ATELIER TEN

45 E 20TH ST, 4TH FLOOR

NEW YORK, NY 10003 (312) 386-1400

SUSTAINABILITY CONSULTANT

THRESHOLD ACOUSTICS

141 W JACKSON BLVD, SUITE 2080

CHICAGO, IL 60604 (312) 386-1400

ACOUSTIC CONSULTANT

L5 WEST CORE

RESTROOMS

L5 EAST CORE

RESTROOMS

M A

TC

H

LI

N

E

GENERAL SERVICES ADMINISTRATION

NATIONAL CAPITAL REGION

PUBLIC BUILDING SERVICE, D.C. SERVICES DIV.

7TH & D STREET, S.W.

WASHINGTON, D.C. 20407

ISSUE

NO. DATE ISSUE

ARCHITECTURAL

VARIES, SEE DRAWINGS

FOR BID04/23/20211

04/15/2021

04/15/2021

/2

/2

:4

:2

P

M

G-00-01

COVER SHEET

VW+KS

AC + SP

DEPARTMENT OF EDUCATION CONSOLIDATION PROJECT

LYNDON B JOHNSON FEDERAL BUILDING

RENOVATION OF LEVEL 5 AND LEVEL 2- RESTROOMS

400 MARYLAND AVE, SW

WASHINGTON D.C., 20024

APPLICABLE CODES

GSA FACILITIES STANDARDS FOR THE PUBLIC BUILDINGS SERVICE P100 (2018)

OSHA REGULATIONS FOR CONSTRUCTION

INTERNATIONAL BUILDING CODE (2018)

ENVIRONMENTAL PROTECTION AGENCY REGULATIONS

INTERNATIONAL ENERGY CONSERVATION CODE (2018)

INTERNATIONAL EXISTING BUILDING CODE (2018)

THE ARCHITECTURAL BARRIERS ACT STANDARDS

INTERNATIONAL MECHANICAL CODE (2018)

INTERNATIONAL FIRE CODE (2018)

INTERNATIONAL PLUMBING CODE (2018)

NFPA 70 (2017) NATIONAL ELECTRIC CODE

NFPA 101 (2018) LIFE SAFETY CODE

NFPA 13 (2019) SPRINKLER SYSTEMS

NFPA 72 (2017) NATIONAL FIRE ALARM AND SIGNALING CODE

SUMMARY OF REQUIREMENTS

TYPE OF CONSTRUCTION (PER IBC 2018 TABLE 503): I B (1 B)

USE GROUP (PER NFPA 101): BUSINESS

HEIGHT OF BUILDING LIMITATION (PER IBC 2018 TABLE 504.4): 12 STORIES

AREA LIMITATION (PER IBC 2018 TABLE 506.2): PER STORY: UNLIMITED

NUMBER OF FLOORS IN BUILDING: 7

TENANT FLOORS SCOPE OF WORK: 2,5

GROSS TENANT FLOOR AREA (SCOPE OF WORK): 2 (1,720 SF) 5 (1,720 SF )

TOTAL: 3,440 SF

FULLY AUTOMATIC FIRE SUPPRESSION SYSTEM (NFPA 13): YES

HIGH-RISE OR WITHIN A HIGH-RISE: YES

FIRE ALARM SYSTEM IN THE BUILDING: YES

SCOPE OF TENANT WORK: INTERIOR RENOVATION

RENOVATION AFFECTED AREA: 3,440 SF

THE SCOPE OF WORK INCLUDES THE RENOVATION AND REPAIR OF PUBLIC

RESTROOMS AT LEVELS 2 AND LEVEL 5, OF THE EXISTING LYNDON BAINES

JOHNSON (LBJ) FEDERAL BUILDING LOCATED AT 400 MARYLAND AVENUE, SW,

WASHINGTON, DC. THE LBJ BUILDING IS LISTED ELIGIBLE FOR THE NATIONAL

REGISTER OF HISTORIC PLACES AND CURRENTLY SERVES AS THE

HEADQUARTERS BUILDING OF THE U.S. DEPARTMENT OF EDUCATION (DOED).

THE BUILDING IS TO BE RECONSTRUCTED AS OPEN OFFICE SPACE WITH

SUFFICIENT WORKSPACE AND MEETING SPACE TO MEET THE DEPARTMENT OF

EDUCATION’S PROGRAMMATIC REQUIREMENTS.

ADDITIONAL SCOPE INCLUDES UPGRADES TO TENANT ALTERATIONS, THE HVAC,

NEW POWER DISTRIBUTION CIRCUITS, POWER DISTRIBUTION BREAKER TIE

UPGRADES, OPEN MOBILE WORKSPACE CONSTRUCTION, AND A NEW

SWITCHGEAR. THE PROPOSED PROJECT INCLUDES LIFE SAFETY ITEMS SUCH

AS NEW FLOOR FIRE ALARM AUDIO VISUAL APPLIANCES, SMOKE AND DUCT

DETECTORS, PULL STATIONS, BOOSTER AND AMPLIFIER PANELS, AND OTHER

NEEDED EQUIPMENT FOR A COMPLETE FLOOR FIRE ALARM REPLACEMENT IN

ORDER TO COMPLY WITH CURRENT APPLICABLE CODES. THE FLOOR

SPRINKLER SYSTEM WILL ALSO BE REPLACED TO ACCOMMODATE THE NEW

FLOOR PLAN.

L'ENFANT PLAZA

STATION

FEDERAL CENTER

SW STATION

L'ENFANT STATION

400 MARYLAND AVE, SW WASHINGTON D.C., 20024

PROJECT ADDRESS:

N

TEAM

CLIENT'S REP:

DEPARTMENT OF EDUCATION

HALLIE FUTTERMAN hallie.futterman@gsa.gov CHRISTINA WEAVER christina.weaver@gsa.gov NGOC CHAU ngoc.chau@gas.gov JANEY SAUNDERS janey.saunders@ed.gov PATTY COLE patty.cole@ed.gov

PROJECT TEAM:

KRUECK SEXTON PARTNERS (ARCHITECT)

SCOTT PRATT spratt@ks.partners ART CANTWELL acantwell@ks.partners RYAN TREACY rtreacy@ks.partners VERONICA WIDHOLM vwidholm@ks.partners SANGHYO KIM skim@ks.partners

WSP (MEP ENGINEER)

PHILIP BRYCHTA philip.brychta@wsp.com RAFAEL.O.OCASIO rafael.o.ocasio@wsp.com PATRICIA MACCAFFERY patricia.maccaffery@wsp.com JARED MACCOIG jared.mccoig@wsp.com LAUREN BERCARICH lauren.bercarich@wsp.com MARIYA MELESHKO mariya.meleshko@wsp.com NICHOLAS MUGLIA nick.muglia@wsp.com FRANK TUPPER frank.tupper@wsp.com

THRESHOLD ACCOUSTICS (ACCOUSTIC CONSULTANT)

LAURIE KAMPER lkamper@thresholdacoustics.com JASON KARTAK jkartak@thresholdacoustics.com SAMANTHA WELLER sweller@thresholdacoustics.com SCOTT PFEIFFER spfeiffer@thresholdacoustics.com

ATELIER TEN (SUSTAINABILITY CONSULTANT)

REBECCA RISS rebecca.riss@atelierten.com LARRY JONES larry.jones@atelierten.com

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SHEET OF SHEETS

KRUECK & SEXTON ARCHITECTS, P.C.

400 MARYLAND AVENUE, SW

WASHINGTON, DC 20024

LYNDON B. JOHNSON FEDERAL BUILDING

DC0010ZZ

DC0010_A_LVL5_2_Restrooms_r2020

WSP ENGINEERING

DEPARTMENT OF EDUCATION

CONSOLIDATION PROJECT

100% Construction Documents

HALLIE FUTTERMAN

RENOVATION OF LEVEL 2 & LEVEL 5 - EXISTING

RESTROOMS TO MEET THE DEPARTMENT OF

EDUCATION’S PROGRAMMATIC REQUIREMENTS.

XX

XX

XX

KRUECK & SEXTON ARCHITECTS

221 W ERIE ST

CHICAGO, IL 60654 (312) 787-0056

ARCHITECT

WSP ENGINEERING

ONE PENNSYLVANIA PLAZA, SECOND FLOOR

NEW YORK, NY 10119 (212) 465-5000

MEP ENGINEER

ATELIER TEN

45 E 20TH ST, 4TH FLOOR

NEW YORK, NY 10003 (312) 386-1400

SUSTAINABILITY CONSULTANT

THRESHOLD ACOUSTICS

141 W JACKSON BLVD, SUITE 2080

CHICAGO, IL 60604 (312) 386-1400

ACOUSTIC CONSULTANT

L5 WEST CORE

RESTROOMS

L5 EAST CORE

RESTROOMS

M A

TC

H

LI

N

E

GENERAL SERVICES ADMINISTRATION

NATIONAL CAPITAL REGION

PUBLIC BUILDING SERVICE, D.C. SERVICES DIV.

7TH & D STREET, S.W.

WASHINGTON, D.C. 20407

ISSUE

NO. DATE ISSUE

ARCHITECTURAL

VARIES, SEE DRAWINGS

FOR BID04/23/20211

04/15/2021

04/15/2021

/2

/2

:4

:2

P

M

G-00-02

APPLICABLE CODES & DRAWING INDEX

RT + SK

AC + SP

12" = 1'-0"2

APPLICABLE CODES

12" = 1'-0"3

SCOPE OF WORK STATEMENT

1" = 400'-0"4

VICINITY MAP

DRAWING INDEX

Sheet Number Sheet Name 0

/2 /2

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G-00-01 COVER SHEET ■

G-00-02 APPLICABLE CODES & DRAWING INDEX ■

G-00-03 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS ■

G-00-04 ACCESSIBILTY ■

G-00-05 MATERIAL SCHEDULE ■

G-00-06 MOUNTING HEIGHT AND LIGHTING SCHEDULE ■

AD-00 DEMOLITION PLAN & DEMO RCP - LEVEL 5 AND 2 ■

A-40-01 FLOOR PLAN AND ACCESSORIES ■

A-40-02 FINISHES AND RCP ■

A-40-03 ELEVATIONS - RESTROOMS ■

A-50-01 PARTITIONS, CEILING AND MILLWORK DETAILS ■

A-62-03 DOOR TYPES & DETAILS ■

M-00-50 MECHANICAL COVER SHEET ■

MD-15-01 MECHANICAL DEMOLITION PLAN - LEVEL 2 & LEVEL 5 ■

M-00-51 MECHANICAL SCHEDULES, DETAIL AND CONTROLS ■

M-15-00 MECHANICAL PLAN - LEVEL 2 & LEVEL 5 - OVERALL ■

M-15-01 MECHANICAL PLAN - LEVEL 2 & LEVEL 5 - EAST & WEST ■

E-00-03 ELECTRICAL LEGENDS, SYMBOLS & ABBREVIATIONS ■

EL-15-00 ELECTRICAL LIGHTING PLAN PLANS LEVEL 2 & LEVEL 5 - OVERALL ■

EL-15-01 ELECTRICAL LIGHTING PLAN - ENLARGED PLANS LEVEL 2 & LEVEL 5 ■

EP-15-00 ELECTRICAL POWER PLAN PLANS LEVEL 2 & LEVEL 5 - OVERALL ■

EP-15-01 ELECTRICAL POWER PLAN - ENLARGED PLANS LEVEL 2 & LEVEL 5 ■

FA-00-02 FIRE ALARM LEGENDS, SYSMBOLD & ABBREVIATIONS ■

FA-15-00 FIRE ALARM PLAN - LEVEL 2 & LEVEL 5 - OVERALL ■

FA-15-01 FIRE ALARM ENLARGED PLANS - LEVEL 2 & LEVEL 5 ■

P-00-01 COVER, NOTES, SYMBOLD AND ABBREVIATIONS ■

PD-12-01 PLUMBING DEMO, FLOOR PLAN - LEVEL -2 - EAST & WEST ■

PD-15-01 PLUMBING DEMO, FLOOR PLAN LEVEL - 5 - EAST & WEST ■

P-12-00 PLUMBING FLOOR PLAN - LEVEL 2 - OVERALL ■

P-12-01 PLUMBING FLOOR PLAN - LEVEL 2 - EAST & WEST ■

P-15-00 PLUMBING FLOOR PLAN - LEVEL 5 - OVERALL ■

P-15-01 PLUMBING FLOOR PLAN - LEVEL 5 - EAST & WEST ■

P-70-01 PLUMBING DETAILS ■

FP-00-01 FIRE PROTECTION NOTES, SYMBOLS AND ABBREVIATIONS ■

FPD-12-01 FIRE PROTECTION DEMO PLAN - LEVEL 2 - EAST & WEST ■

FPD-15-01 FIRE PROTECTION DEMO PLAN - LEVEL 5 - EAST & WEST ■

FP-12-01 FIRE PROTECTION PLAN - LEVEL 2 - EAST & WEST ■

FP-15-01 FIRE PROTECTION PLAN - LEVEL 5 - EAST & WEST ■

FP-70-01 FIRE PROTECTION DETAILS ■

GENERAL CONSTRUCTION NOTES

1. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR:

CONTRACT DOCUMENTS INCLUDE ARCHITECTURAL, MECHANICAL, ELECTRICAL,

FIRE PROTECTION, AND FIRE ALARM, AND ARE TO BE USED TOGETHER,

COORDINATED BETWEEN DISCIPLINES. ALL SPECIFICATIONS AND CONTRACTS,

C.O.S. AND ADDENDA SHALL BE CONSIDERED CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT

DOCUMENTS WITH EACH OTHER AND WITH AS-BUILT CONDITIONS AND SHALL

IMMEDIATELY REPORT TO THE ARCHITECT ALL ERRORS, INCONSISTENCIES, OR

OMISSIONS. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND

VERIFY FIELD CONDITIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

AND HAS CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF

THE WORK.

2. CONTRACT DOCUMENTS: ALL CONTRACT DOCUMENTS ARE COMPLEMENTARY

AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY

ALL. ALL WORK SHOWN OR REFERRED TO ON ANY CONTRACT DOCUMENT

SHALL BE PROVIDED AS THOUGH THEY ARE ON ALL RELATED DOCUMENTS.

ANY CONFLICT BETWEEN DOCUMENTS IS TO BE DIRECTED TO THE ARCHITECT

FOR CLARIFICATION.

3. APPLICABLE CODE COMPLIANCE: EXECUTE WORK IN ACCORDANCE WITH ANY

AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, MANUFACTURER'S

RECOMMENDATIONS, AND TRADE AND REFERENCE STANDARDS, INCLUDING

BUT NOT LIMITED TO: IBC, SEISMIC CODES, NEC, NFPA, ASME AND GSA P-100

(LATEST ENFORCED EDITIONS)

4. FIREPROOFING: PATCH AND REPAIR ALL FIREPROOFING/FIRESAFING DAMAGE

INCURRED DURING DEMOLITION AND/OR CONSTRUCTION. FIREPROOF AS

REQUIRED BY CODE ALL NEW PENETRATIONS GENERATED BY THE WORK

DESCRIBED IN THESE DOCUMENTS.

5. INTENT OF CONTRACT DOCUMENTS: THE INTENT OF THE CONTRACT

DOCUMENTS IS TO ALLOW FOR THE PERFORMANCE OF THE WORK. EVERY

ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR

SHOWN. UNLESS EXPRESSLY STATED, ALL SYSTEMS AND EQUIPMENT SHALL

BE COMPLETED AND APPROPRIATELY OPERABLE. FURNISH AND INSTALL ALL

SPECIFIED AND APPROPRIATE ITEMS, AND ALL INCIDENTAL, ACCESSORY, AND

OTHER ITEMS NOT SPECIFIED BUT REQUIRED FOR A COMPLETE AND FINISHED

ASSEMBLY.

6. GENERAL-CONTRACTOR RESPONSIBILITY TO NOTIFY THE ARCHITECT: IT SHALL

BE THE RESPONSIBILITY OF THE ALL SUB-CONTRACTORS TO NOTIFY THE

CONTRACTOR AND THE ARCHITECT OF ANY CONFLICTS HEREIN - EITHER

APPARENT, QUESTIONABLE OR OBVIOUS - PRIOR TO THE START OF NEW WORK

ON THAT ITEM, OR BEAR THE RESPONSIBILITY OF CORRECTING SUCH WORK AS

DIRECTED BY THE ARCHITECT.

7. CHANGES IN SCOPE: DO NOT PROCEED WITH ANY WORK REQUIRING

ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT

WRITTEN AUTHORIZATION FROM THE GOVERNMENT CONTRACTING OFFICER.

8. EXISTING DoED OCCUPANTS: COORDINATE ALL WORK WITH GOVERNMENT SO AS TO MINIMIZE DISTURBANCE AND CAUSE NO DAMAGE TO ANY DoED

OCCUPANTS IN THE BUILDING. AVOID CONFLICT AND INTERFERENCE WITH

NORMAL BUILDING OPERATIONS BY COMPLYING WITH THE BUILDING'S

REGULATIONS REGARDING SCHEDULING AND USE OF ELEVATORS AND

LOADING DOCKS FOR DELIVERIES, HANDLING OF MATERIALS, EQUIPMENTS,

AND DEBRIS.

9. ADJACENT SPACES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR

SCHEDULING OF ACCESS INTO ADJACENT SPACES WITH THE GOVERNMENT AS

REQUIRED FOR PRICING AND EXECUTION OF THE WORK.

10. DUPLICATION OF DOCUMENTS: ALL DRAWINGS AND WRITTEN MATERIAL

HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE

GOVERNMENT AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED

WITHOUT THE WRITTEN CONSENT OF THE GOVERNMENT FOR PURPOSES

OTHER THAN THIS PROJECT.

11. CLARIFICATIONS: CLARIFY ALL DISCREPANCIES RELATIVE TO CONSTRUCTION

DOCUMENTS, SPECIFICATIONS, AND FIELD CONDITIONS PRIOR TO SUBMITTING

BIDS AND COMMENCING WORK.

12. SHOP DRAWINGS AND SUBMITTALS: REFER TO SPECIFICATIONS SECTION

013300 SUBMITTAL PROCEDURES.

13. COORDINATION OF THE WORK: THE CONTRACTOR IS RESPONSIBLE FOR

REVIEW AND VERIFICATION OF CONTRACT DOCUMENTS, FIELD CONDITIONS,

AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE

AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY

QUESTIONS REGARDING THESE OR OTHER COORDINATION ISSUES, THE

CONTRACTOR SHALL SUBMIT THEM IN WRITING TO THE CONTRACTING OFFICER

AND THE ARCHITECT AND IS RESPONSIBLE FOR OBTAINING A WRITTEN

CLARIFICATION FROM THE CONTRACTING OFFICER BEFORE PROCEEDING WITH

WORK IN QUESTION, OR RELATED WORK.

14. COORDINATION OF UTILITIES: VERIFY IN THE FIELD THAT NO CONFLICTS EXIST

WHICH WOULD PROHIBIT THE LOCATION OF ANY AND ALL MECHANICAL,

TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT

(TO INCLUDE ALL REQUIRED PIPING, DUCTWORK, AND CONDUIT), AND THAT ALL

REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE

EQUIPMENT ARE PROVIDED.

15. CLEANING: PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST

AND DEBRIS FROM MIGRATING FROM CONSTRUCTION AREA. THIS INCLUDES

PUBLIC AREAS AND PUBLIC RESTROOMS USED BY THE CONTRACTOR AND SUB-

CONTRACTORS.

16. PROTECTION OF EXISTING WORK: PROVIDE PROTECTION TO ALL EXISTING

FINISHES IN ALL SPACES WITHIN OR ADJACENT TO THE SCOPE OF WORK AND

THE DoED'S SPACE. THE CONTRACTOR SHALL PATCH, REFINISH, AND REPAIR

ANY DAMAGE CAUSED BY THE CONTRACTOR OR ITS SUB-CONTRACTORS.

MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN TO THE

SATISFACTION OF THE GOVERNMENT.

17. DEFECTIVE WORK: NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY IN ANY

REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE

DESPITE FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES

DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME

REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING TO

THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL,

SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR

IMPROPER MATERIALS.

18. UNENFORCEABLE WORK: SHOULD ANY PORTION OF THE CONTRACT

DOCUMENTS PROVE TO BE, FOR WHATEVER REASON, UNENFORCEABLE, SUCH

DOCUMENTS SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR

SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT.

19. DIMENSIONS: DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN OVER

PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL

SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER ALL.

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.

20. MATERIALS: ALL MATERIALS SHALL BE NEW, UNUSED, AND MEETING ALL

SPECIFICATIONS AND INDUSTRY STANDARDS. MANUFACTURED MATERIALS

AND EQUIPMENT SHALL BE INSTALLED AS PER THE MANUFACTURER'S

RECOMMENDATIONS AND INSTRUCTIONS.

21. PUNCH LIST: UPON COMPLETION OF THE WORK BY THE CONTRACTOR, THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE GOVERNMENT IN

WRITING OF SUCH COMPLETION. THE ARCHITECT SHALL ATTEND THE PUNCH

LIST WALK THROUGH CONDUCTED BY THE CONTRACTOR. THE CONTRACTOR

SHALL PREPARE AND DISTRIBUTE A LIST OF ITEMS TO BE FINISHED OR

COMPLETED PRIOR TO THIS WALKTHROUGH. THE CONTRACTOR SHALL TAKE

NOTES AND PREPARE A LIST OF FINAL PUNCH LIST ITEMS TO BE COMPLETED

OR CORRECTED AS A RESULT OF THE WALKTHROUGH. THIS PUNCH LIST IS TO

BE PROMPTLY DISTRIBUTED BY THE THE CONTRACTOR TO THE DoED, GOVERNMENT, AND THE ARCHITECT.

22. FINAL AS BUILT DRAWINGS: DURING THE COURSE OF CONSTRUCTION, ACTUAL

LOCATIONS OF CONSTRUCTION ITEMS DENOTED IN THE CONSTRUCTION

DOCUMENTS SHALL BE INDICATED TO SCALE IN CONTRASTING INK ON THE

DRAWINGS FOR ALL RUNS OF MECHANICAL, SPRINKLER, PLUMBING, AND

ELECTRICAL WORK; INCLUDING UTILITIES AND CONCEALED DEVIATIONS FROM

THE DRAWINGS. UPON COMPLETION OF THE PROJECT, THE ARCHITECT WILL

PROVIDE THE CONTRACTOR WITH A COPY OF THE BIM MODEL DOCUMENTS

FOR "AS-BUILT" DOCUMENTATION. THIS SET SHALL BE CONSPICUOUSLY

MARKED "AS-BUILTS" AND DELIVERED TO THE ARCHITECT.

23. ALL NEW WORK SHALL ALIGN WITH AND MATCH EXISTING SIMILAR WORK

EXCEPT WHERE NOTED OTHERWISE. WHERE EXISTING NON-STRUCTURAL

WORK IS CUT OR MODIFIED FOR THE PURPOSES OF THIS PROJECT, THE

CONTRACTOR SHALL PATCH TO MATCH EXISTING, UNDISTURBED WORK OF

SIMILAR TYPE.

24. ALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED.

25. PROVIDE FOR THE SEPARATION OF MATERIALS AT POINT OF CONTACT FROM

INCOMPATIBLE SUBSTRATES WITH PERMANENT NEUTRAL MATERIAL.

26. PROVIDE ARCHITECTURAL JOINT SEALANT TO SEAL ALL INTERIOR VOIDS,

EXPOSED JOINTS AND JUNCTURES BETWEEN MATERIALS.

27. THE FIRE RESISTIVE INTEGRITY OF THE ORIGINAL BUILDING IS NOT TO BE

COMPROMISED BY ANY ACTION OF THE CONTRACTOR. ALL PENETRATIONS TO

BE FIRE STOPPED.

28. ALL BLOCKING TO BE FIRE RATED WOOD.

29. INTERRUPTION OF UTILITY SERVICES:

A. EXISTING SERVICES: PRIOR TO THE START OF WORK, THE CONTRACTOR

SHALL OBTAIN THE PERMISSION OF THE CONTRACTING OFFICER AND

GSA BUILDING MANAGEMENT FOR THE INTERRUPTION OF EXISTING

SERVICES, FOR CONNECTION TO THE SAME AND SHALL COORDINATE THE

TIME OF WORK IN ACCORDANCE WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE'S INSTRUCTIONS.

B. ELECTRICAL POWER INTERRUPTION: SHUTDOWN OF ANY SYSTEM SHALL

BE SCHEDULED AT LEAST 14 CALENDAR DAYS IN ADVANCE, WITH

ADVANCE WRITTEN NOTICE TO THE CONTRACTING OFFICER AND GSA

BUILDING MANAGEMENT.

C. FIRE ALARM, SPRINKLER AND STANDPIPE SYSTEM INTERRUPTION:

SHUTDOWN OF EXISTING FIRE ALARM, SPRINKLER AND STANDPIPE

SYSTEMS SHALL BE LIMITED TO AFTER HOURS (7:00 PM - 6:00 AM) OR

WEEKENDS ONLY. SYSTEM TO BE BACK IN COMPLETE OPERATION BY

START OF THE WORKING DAY FOLLOWING THE WEEKEND OR EVENING

OF SHUTDOWN. SHUTDOWN SHALL BE SCHEDULED AT LEAST 14

CALENDAR DAYS IN ADVANCE. NOTICE SHALL BE GIVEN TO THE BUILDING

MANAGER, THE CONTRACTING OFFICER AND THE GSA FIRE ALARM SHOP,

AND REGIONAL GSA FIRE PROTECTION ENGINEER, IN WRITING.

D. HVAC AND PLUMBING: SHUTDOWN OF ANY SYSTEM SHALL BE

SCHEDULED AT LEAST 14 CALENDAR DAYS IN ADVANCE, WITH ADVANCE

WRITTEN NOTICE TO THE CONTRACTING OFFICER. THE CONTRACTOR TO

VERIFY IF TEMPORARY SERVICE FOR THE DURATION OF EACH

SHUTDOWN IS REQUIRED, AND PROVIDE SAME AS DIRECTED BY THE

OFFICER.

GENERAL DEMOLITION NOTES

1. SUMMARY: WORK NECESSARY FOR COMPLETE DEMOLITION INCLUDES

FURNISHING LABOR FOR DEMOLITION, REMOVAL OF DEBRIS, PATCHING AS

REQUIRED, CONTROL DUST, NECESSARY NOTICES AND PROTECTIONS.

2. SCHEDULE: SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF

OPERATIONS FOR SELECTIVE DEMOLITION WORK TO THE ARCHITECT, THE

GOVERNMENT'S REPRESENTATIVE AND BUILDING MANAGEMENT FOR REVIEW.

INCLUDE COORDINATION FOR SHUT OFF, CAPPING, AND CONTINUATION OF

UTILITY SERVICES AS REQUIRED TOGETHER WITH DETAILS FOR DUST AND

NOISE CONTROL. PROVIDE DETAILED SEQUENCE OF DEMOLITION, AND

REMOVAL WORK TO ENSURE UNINTERRUPTED PROGRESS OF GOVERNMENT'S

ON-SITE OPERATIONS AND BUILDING OPERATIONS.

3. TRAFFIC: CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS

REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,

STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.

PROVIDE 48 HOURS OF NOTICE TO GOVERNMENT FOR ANY INTERFERENCE

WITH OCCUPANTS.

4. CONDITION OF STRUCTURES: IF ASBESTOS OR OTHER HAZARDOUS

MATERIALS ARE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR

SHALL NOTIFY THE GOVERNMENT IMMEDIATELY IN WRITING. THE

CONTRACTOR SHALL STOP ALL WORK AND SHALL NOT PROCEED WITH

SCHEDULED WORK WITHOUT DIRECTION FROM THE GOVERNMENT.

5. FIRE AND LIFE SAFETY SYSTEM: NO EXISTING SMOKE DETECTOR, PUBLIC

ADDRESS SPEAKER, FIRE ALARM BOX, OR SIMILAR DEVICE, INCLUDING THE

ASSOCIATED WIRING, SHALL BE DAMAGED DURING DEMOLITION AND

SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC

ADDRESS SPEAKERS, AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW

CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER

THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR

OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE.

6. STAIRWAYS: STAIRWAYS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING

DEMOLITION.

7. UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO REMAIN, KEEP IN

SERVICE, IDENTIFY, AND PROTECT AGAINST DAMAGE DURING DEMOLITION

OPERATIONS. PROVIDE TEMPORARY LIGHT AND POWER AS REQUIRED.

A. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT

PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE

VERIFIED WITH TELEPHONE COMPANIES SERVICE GOVERNMENT OR

TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO

PREVENT NEW CONSTRUCTION DELAYS. REMOVE TO SOURCE ALL

PIPES, VENTS, APPLIANCES, OR DRAINS NOT BEING RE-USED.

8. ENVIRONMENTAL CONTROLS: USE TEMPORARY ENCLOSURES AND OTHER

SUITABLE METHODS TO ISOLATE DUST AND DIRT RISING AND SCATTERING.

A. CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR

SOURCE AS REQUIRED. ALL EXISTING FLOOR MOUNTED OUTLETS,

WHERE NOTED TO BE REMOVED OR RELOCATED, SHALL BE CAPPED OFF

TO THE NEAREST JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT

NEW FLOOR COVERING.

9. FREIGHT ELEVATOR: DEBRIS REMOVAL MUST BE PERFORMED USING THE

FREIGHT ELEVATOR. CONTACT THE BUILDING MANAGEMENT OFFICE TO

OBTAIN SCHEDULE FOR THE USE OF THE FREIGHT ELEVATOR. ALL DEBRIS

REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING

MANAGEMENT REQUIREMENTS AND PROCEDURES.

10. INSPECTION: PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK,

INSPECT AREAS IN WHICH WORK WILL BE PERFORMED. PHOTOGRAPH

EXISTING CONDITIONS TO STRUCTURE SURFACES, EQUIPMENT, OR TO

SURROUNDING PROPERTIES WHICH COULD BE DAMAGED AS THE RESULT OF

THE DEMOLITION WORK. FILE WITH GOVERNMENT PRIOR TO STARTING WORK.

11. PROTECTIONS: PROVIDE PROTECTIVE BARRICADES, PROTECTIVE CANOPIES,

AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT

GOVERNMENT'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO

SELECTIVE DEMOLITION WORK.

A. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND

SAFE PASSAGE OF GOVERNMENT'S PERSONNEL, TENANT, THEIR

EMPLOYEES AND THEIR INVITEES, AND GENERAL PUBLIC TO AND FROM

OCCUPIED PORTIONS OF BUILDING.

B. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN

PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS.

C. PROTECT FLOORS WITH SUITABLE COVERINGS IN ALL AREAS THAT ARE

NOT PART OF THE CONSTRUCTION SCOPE AND WHERE TRAFFIC WILL

OCCUR DUE TO ACCESS, MOVEMENT OF MATERIALS AND EQUIPMENT

AND THE REMOVAL OF TRASH AND DEBRIS.

D. CONSTRUCT TEMPORARY POLYETHELENE SHEETING DUST BARRIERS

WHERE REQUIRED TO SEPARATE AREAS WHERE NOISY OR EXTENSIVE

DIRT OR DUST OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH

DUST PROOF DOORS AND SECURITY LOCKS IF REQUIRED.

E. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL

BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION ON

EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION TO

ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO

STRUCTURE OR INTERIOR AREAS OF EXISTING BUILDING. REMOVE

PROTECTIONS AT COMPLETION OF WORK.

12. COVER AND PROTECT: COVER AND PROTECT FURNITURE, EQUIPMENT AND

FIXTURES, AND OTHER ITEMS TO REMAIN FROM SOILING OR DAMAGE WHEN

DEMOLITION WORK IS PERFORMED IN ROOMS OR AREAS FROM WHICH SUCH

ITEMS HAVE NOT BEEN REMOVED.

13. PARTIAL DEMOLITION AND REMOVAL: STORAGE OF REMOVED ITEMS WHETHER

ONSITE OR OFFSITE SHALL BE COORDINATED AND APPROVED BY

GOVERNMENT REPRESENTATIVE.

14. DEMOLITION: DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN

ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF

DEMOLITION REQUIRED TO COMPLETE THE WORK HEREIN. IF QUESTIONS

ARISE AS TO THE REMOVAL OF ANY MATERIAL IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS, CLARIFY THE POINT IN QUESTION WITH THE

ARCHITECT AND GOVERNMENT BEFORE PROCEEDING.

15. DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY

DEMOLITION WORK AT NO ADDITIONAL COST TO GOVERNMENT. ADVISE

GOVERNMENT AND ARCHITECT OF LOCATION AND REMEDIATION OF

DAMAGES.

16. PATCHING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING

AND/OR REPAIRING ANY DAMAGE CAUSED BY THE CONTRACTOR OR ITS SUB-

CONTRACTORS TO EXISTING CONSTRUCTION. REFINISH TO MATCH EXISTING

ADJACENT FINISH OR AS NOTED HEREIN.

17. EXISTING ELECTRICAL: IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL

OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE AS

REQUIRED. ALL EXISTING FLOOR MOUNTED OUTLETS, WHERE NOTED TO BE

REMOVED OR RELOCATED, SHALL BE CAPPED OFF TO THE NEAREST

JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING.

18. PIPES, VENTS, ETC.: REMOVE TO SOURCE AND PROPERLY CAPPED AND

TERMINATED ALL PIPES, VENTS, APPLIANCES, OR DRAINS NOT BEING RE-

USED.

19. DOORS, FRAMES, AND HARDWARE: CAREFULLY REMOVE ALL DOORS, FRAMES

AND HARDWARE FOR REUSE WHERE APPLICABLE.

20. FLOORING: REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE

RISES AND DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS,

OUTLET CORES COVER PLATES, RESILIENT FLOORING COVERINGS, CARPET,

CARPET PAD, ETC.

21. CLEAN UP: AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION

AREAS SHALL BE LEFT IN BROOMED AND CLEANED CONDITION. CARPETED

AREAS TO BE LEFT IN A VACUUM CLEAN CONDITION. HARD SURFACE

FLOORING SHALL BE DAMP MOPPED AT THE END OF EACH WORK DAY. ALL

DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED AT THE END OF

EACH WORK DAY.

22. DO NOT CUT, ALTER OR DETACH ANY STRUCTURAL MEMBERS UNLESS

OTHERWISE NOTED.

& AND

∠ ANGLE

@ AT

⌀ DIAMETER OR ROUND

# POUND OR NUMBER

ACOUS ACOUSTICAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AGR AGGREGATE

AL ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ACT ACOUSTICAL TILE CEILING

B/ BOTTOM OF

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BLK BLOCK

BM BEAM

BR BRICK

CAB CABINET

CBN CATCH BASIN

CEM CEMENT

CER CERAMIC

CG CORNER GUARD

CI CAST IRON

CJ CONTROL JOINT

CLG CEILING

℄ CENTER LINE

CL CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPETING

CT CERAMIC TILE

CTR CENTER

CTRL CONTROL

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DO DOOR OPENING

DR DOOR

DS DOWNSPOUT

DWG DRQWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION

& FINISH SYSTEMS

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

ENCL ENCLOSURE

E.P. ELECTRICAL PANEL

EP EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXT'G EXISTING

EXP EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FD FIRE DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

F.F. FACTORY FINISH

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FOC FACE OF CONCRETE

FLUOR FLUORESCENT

FOF FACE OF FINISH

FOS FACE OF STUD

FRP FIBERGLASS

REINFORCED

POLYESTER

FT FOOT OR FEET

FSR FLAME SPREAD RATING

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GYPSUM BOARD

GL GLASS

GND GROUND

GR GRADE

GYP GYPSUM

HB HOSE BIB

HC HANDICAPPED

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JC JANITOR CLOSET

JT JOINT

KD KNOCK DOWN

KO KNOCKOUT

KW KILOWATT

KWH KILOWATT HOUR

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LL LIVE LOAD

LP LOW POINT

LT LIGHT

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MTL METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

P.B. PARTICLE BOARD

P.C. PRECAST

P.L. PROPERTY LINE

PL PLATE

PLAS PLASTER

PLWD PLYWOOD

PLUM PLUMBING

PR PAIR

PT PAINT

QT QUARRY TILE

QTY QUANTITY

R RISER OR RADIUS

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVERSE

RM ROOM

RO ROUGH OPENING

S SOUTH

SCHED SCHEDULE

SCWD SOLID CORE WOOD

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

ST STAIN

STD STANDARD

STL STEEL

STR STRIPING

SUSP SUSPENDED

SYM SYMMETRICAL

T TREAD

T/ TOP OF

T&G TONGUE AND GROOVE

TB TACK BOARD

THK THICK

THSH THRESHOLD

T.S. TUBE STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VAR VARNISH

VCB VINYL COVE BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

V.I.F VERIFY IN FIELD

VOL VOLUME

VWC VINYL WALL COVERING

W WEST

WC WATER CLOSET

WD WOOD

WM WIRE MESH

WP WATERPROOF

WPT WORKING POINT

WR WEIGHT

W/ WITH

W/O WITHOUT

YD YARD

YR YEAR

A2.45

E9

042000.A00

A1

A3.00

A1

A3.00

A1

A3.00

A1

A3.00

A1 A3.00

120-2

[8'-0"]

ELEVATION TAG

IS DRAWN

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION

DETAIL IDENTIFICATION

SHEET WHERE DETAIL

IS DRAWN

DETAIL SECTION TAG

SECTION IDENTIFICATION

SHEET WHERE SECTION

IS DRAWN

BUILDING SECTION TAG

KITCHEN

IS DRAWN

WALL SECTION TAG

SHEET WHERE SECTION

SECTION IDENTIFICATION

WINDOW NUMBER

WINDOW TAG

W1

ROOM NAME

ROOM NUMBER

WALL TYPE TAG

ROOM IDENTIFICATION TAG

STOREFRONT TAG

P3

SF1

K5

K9

K13

N

SEE SHT.

SEE SHT.

NORTH ARROW

SHEET NOTE NUMBER

SHEET NOTE TAG

REVISION NUMBER

REVISION TAG

CLOUD AROUND REVISION

A16

CONSIDERED)

LOUVER NUMBER

LOUVER TAG

EQUIPMENT GROUP

EQUIPMENT TYPE

EQUIPMENT TAG

MATCH LINE

(SHADED PORTION IS SIDE

L1

G

1 DETAIL

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

IS DRAWN

DRAWING SCALE

ELEVATION(S) TAG

DOOR NUMBER

DOOR TAG

SHEET WHERE ELEVATION

ELEVATION IDENTIFICATION

AREA DETAIL REFERENCES

IS DRAWN

DETAIL TITLE

DETAIL NUMBER

WOOD (ROUGH)

WOOD (FINISH)

WOOD (BLOCKING)

STONE (CAST)

STEEL

GRAVEL OR CRUSHED STONE

INSULATION - RIGID

PLYWOOD

INSULATION - BATT

GYPSUM BOARD

TO BE REMOVED

GROUT

EXISTING CONSTRUCTION

EARTH (ORIGINAL)

DETAIL IDENTIFICATION

SHEET WHERE DETAIL

DETAIL TAG

DATUM TARGET

COLUMN LINE TAG

CEILING TAG

COLUMN NUMBER/LETTER

CONCRETE MASONRY UNIT

BRICK (GLAZED)

CONCRETE

BRICK

ALUMINUM

IS DRAWN

SHEET WHERE SECTION

SECTION IDENTIFICATION

A1

A6.00

REFERENCE NOTE TAG

REFERENCE NOTE NUMBER

WINDOW DETAIL TAG

DETAIL IDENTIFICATION

IS DRAWN

SHEET WHERE DETAIL

A3.1.0

0 1' 2'

1 1/2"=1'-0"

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BULDING NAME

ADDRESS

BUILDING NUMBER

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE REVISED:

36 X 48

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SHEET OF SHEETS

KRUECK & SEXTON ARCHITECTS, P.C.

400 MARYLAND AVENUE, SW

WASHINGTON, DC 20024

LYNDON B. JOHNSON FEDERAL BUILDING

DC0010ZZ

DC0010_A_LVL5_2_Restrooms_r2020

WSP ENGINEERING

DEPARTMENT OF EDUCATION

CONSOLIDATION PROJECT

100% Construction Documents

HALLIE FUTTERMAN

RENOVATION OF LEVEL 2 & LEVEL 5 - EXISTING

RESTROOMS TO MEET THE DEPARTMENT OF

EDUCATION’S PROGRAMMATIC REQUIREMENTS.

XX

XX

XX

KRUECK & SEXTON ARCHITECTS

221 W ERIE ST

CHICAGO, IL 60654 (312) 787-0056

ARCHITECT

WSP ENGINEERING

ONE PENNSYLVANIA PLAZA, SECOND FLOOR

NEW YORK, NY 10119 (212) 465-5000

MEP ENGINEER

ATELIER TEN

45 E 20TH ST, 4TH FLOOR

NEW YORK, NY 10003 (312) 386-1400

SUSTAINABILITY CONSULTANT

THRESHOLD ACOUSTICS

141 W JACKSON BLVD, SUITE 2080

CHICAGO, IL 60604 (312) 386-1400

ACOUSTIC CONSULTANT

L5 WEST CORE

RESTROOMS

L5 EAST CORE

RESTROOMS

M A

TC

H

LI

N

E

GENERAL SERVICES ADMINISTRATION

NATIONAL CAPITAL REGION

PUBLIC BUILDING SERVICE, D.C. SERVICES DIV.

7TH & D STREET, S.W.

WASHINGTON, D.C. 20407

ISSUE

NO. DATE ISSUE

ARCHITECTURAL

VARIES, SEE DRAWINGS

FOR BID04/23/20211

04/15/2021

04/15/2021

/2

/2

:4

:2

P

M

G-00-03

GENERAL NOTES, SYMBOLS, & ABBREVIATIONS

RT + SK

AC + SP

12" = 1'-0"1

ABBREVIATIONS

12" = 1'-0"2

ARCHITECTURAL SYMBOLS

3' - 6" MIN X < 48" 3' - 6" MIN

M

IN

3' - 0" MIN X < 48" 3' - 0" MIN

M

IN

CLEAR WIDTH AT TURN

2010 FEDERAL: FIGURE 403.5.2

MAX

2' - 0"

MIN

4' - 0"

MAX

2' - 0"

M

IN

M

IN

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

2010 FEDERAL: FIGURE 403.5.21

3' - 0" MIN 4' - 0" MIN 3' - 0" MIN

M

IN

CLEAR WIDTH AT TURN

2010 FEDERAL: FIGURE 403.5.2

CLEAR WIDTH AT TURN

2010 FEDERAL: FIGURE 403.5.2

180 DEGREE

TURN

180 DEGREE

TURN

180 DEGREE

TURN

TOE CLEARANCE

2010 FEDERAL: FIGURE 306.2

M

IN

MAX

0' - 6"

17-25".

KNEE

CLEARANCE2010 FEDERAL: FIGURE 306.3

25" MAX

M

IN

0' - 8" MIN

MIN

0' - 11"

M

IN

M

IN

0' - 8" MIN

M

IN

COMBINED KNEE

AND TOE

CLEARANCE

MIN

0' - 11"

MIN

0' - 6"

LIMITS OF PROTRUDING OBJECTS

2010 FEDERAL: FIGURE 307.2

H

IG

H E

R T

H A

N

0' - 4" MAX

M

IN

L E

S S

T H

A N

ANY AMOUNT

OBJECTS ABOVE 80"

A.F.F. MAY PROTRUDE

BEYOND 4"

EXCEPTION:

HANDRAILS MAY

PROTRUDE 4 1/2" MAX

MAX

0' - 10"

M

IN

M A

X

M

IN

M A

X

UNOBSTRUCTED SIDE REACH

2010 FEDERAL: FIGURE 308.3.1

UNOBSTRUCTED FORWARD REACH

2010 FEDERAL: FIGURE 308.2.1

MAX

0' - 10"

M A

X

M A

X

OBSTRUCTED HIGH SIDE REACH

2010 FEDERAL: FIGURE 308.3.2

MAX

10" - 24"

M A

X

M A

X

OBSTRUCTED HIGH FORWARD REACH

2010 FEDERAL: FIGURE 308.2.2

M A

X

1' - 8" MAX

M A

X

20-25" MAX

VERTICAL CLEARANCE

2010 FEDERAL: FIGURE 307.4

M

IN

M A

X

CANE DETECTION AREA

32" MIN.

32" MIN.

A) HINGED DOOR B) SLIDING DOOR

32" MIN.

SLIDING DOOR - POCKET OR HINGE APPROACH

M

IN

1' - 10" MIN. 32" MIN. 24" MIN.

SLIDING DOOR - STOP OR LATCH APPROACH

M

IN

1' - 6"

SWINGING DOOR - FRONT APPROACH, PULL SIDE

SWINGING DOOR- FRONT APPROACH, PUSH SIDE

SWINGING DOOR- FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH CLOSER AND LATCH

1' - 0"

3' - 0"

SWINGING DOOR - HINGE APPROACH, PULL SIDE

3' - 6"

SWINGING DOOR- HINGE APPROACH, PUSH SIDE

1' - 10"

1' - 10"

SWINGING DOOR- HINGE APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH CLOSER AND LATCH

2' - 0"

2' - 0"

SWINGING DOOR- LATCH APPROACH, PULL SIDE SWINGING DOOR- LATCH APPROACH, PULL SIDE, DOOR

PROVIDED WITH CLOSER

SWINGING DOOR- LATCH APPROACH, PUSH SIDE

2' - 0"

SWINGING DOOR- LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

2' - 0"

/2

/4

/4

/2

CHANGES IN LEVEL GREATER THAN

1/4" IN HEIGHT AND NOT MORE THAN

1/2" MAXIMUM IN HEIGHT SHALL BE

BEVELED WITH A SLOPE NOT

STREEPER THAN 1:2.

/4

/2

CHANGES IN LEVEL OF 1/4"

MAXIMUN IN HEIGHT SHALL

BE PERMITTED TO BE

VERTICAL.

/4

M

A X

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

KEY NOTES

GENERAL NOTES

LEGEND

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BULDING NAME

ADDRESS

BUILDING NUMBER

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE REVISED:

36 X 48

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SHEET OF SHEETS

KRUECK & SEXTON ARCHITECTS, P.C.

400 MARYLAND AVENUE, SW

WASHINGTON, DC 20024

LYNDON B. JOHNSON FEDERAL BUILDING

DC0010ZZ

DC0010_A_LVL5_2_Restrooms_r2020

WSP ENGINEERING

DEPARTMENT OF EDUCATION

CONSOLIDATION PROJECT

100% Construction Documents

HALLIE FUTTERMAN

RENOVATION OF LEVEL 2 & LEVEL 5 - EXISTING

RESTROOMS TO MEET THE DEPARTMENT OF

EDUCATION’S PROGRAMMATIC REQUIREMENTS.

XX

XX

XX

KRUECK & SEXTON ARCHITECTS

221 W ERIE ST

CHICAGO, IL 60654 (312) 787-0056

ARCHITECT

WSP ENGINEERING

ONE PENNSYLVANIA PLAZA, SECOND FLOOR

NEW YORK, NY 10119 (212) 465-5000

MEP ENGINEER

ATELIER TEN

45 E 20TH ST, 4TH FLOOR

NEW YORK, NY 10003 (312) 386-1400

SUSTAINABILITY CONSULTANT

THRESHOLD ACOUSTICS

141 W JACKSON BLVD, SUITE 2080

CHICAGO, IL 60604 (312) 386-1400

ACOUSTIC CONSULTANT

L5 WEST CORE

RESTROOMS

L5 EAST CORE

RESTROOMS

M A

TC

H

LI

N

E

GENERAL SERVICES ADMINISTRATION

NATIONAL CAPITAL REGION

PUBLIC BUILDING SERVICE, D.C. SERVICES DIV.

7TH & D STREET, S.W.

WASHINGTON, D.C. 20407

ISSUE

NO. DATE ISSUE

ARCHITECTURAL

VARIES, SEE DRAWINGS

FOR BID04/23/20211

04/15/2021

04/15/2021

/2

/2

:4

:2

P

M

G-00-04

ACCESSIBILTY

RT + SK

AC + SP

S E

N S

IT

IV

E B

U T

U N

C L

A S

S

IF

IE

D

S

B U

P

R O

P E

R T

Y O

F T

H E

U N

IT

E

D S

T A

T E

S G

O V

E R

N M

E N

T F

O R

O F

F

IC

E U

S E

O N

L Y

D o n o t re m o ve t h is n o ti ce

P ro p er ly d es tr o y o r re tu rn d o cu m en ts w h en n o lo n g er n ee d ed

1/2" = 1'-0"3

CLEAR TURNING WIDTHS

1/2" = 1'-0"2

KNEE AND TOE CLEARANCES

1/2" = 1'-0"5

LIMITS OF PROTRUDING OBJECTS

1/2" = 1'-0"1

ACCESSIBLE REACH DIAGRAMS

1/2" = 1'-0"4

VERTICAL CLEARANCE

1/2" = 1'-0"8

DOORS OPENINGS

1/2" = 1'-0"6

DOORS MANEUVERING CLEARANCES

12" = 1'-0"7

THRESHOLDS DETAILS

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

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BULDING NAME

ADDRESS

BUILDING NUMBER

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE REVISED:

36 X 48

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SHEET OF SHEETS

KRUECK & SEXTON ARCHITECTS, P.C.

400 MARYLAND AVENUE, SW

WASHINGTON, DC 20024

LYNDON B. JOHNSON FEDERAL BUILDING

DC0010ZZ

DC0010_A_LVL5_2_Restrooms_r2020

WSP ENGINEERING

DEPARTMENT OF EDUCATION

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XX

XX

XX

KRUECK & SEXTON ARCHITECTS

221 W ERIE ST

CHICAGO, IL 60654 (312) 787-0056

ARCHITECT

WSP ENGINEERING

ONE PENNSYLVANIA PLAZA, SECOND FLOOR

NEW YORK, NY 10119 (212) 465-5000

MEP ENGINEER

ATELIER TEN

45 E 20TH ST, 4TH FLOOR

NEW YORK, NY 10003 (312) 386-1400

SUSTAINABILITY CONSULTANT

THRESHOLD ACOUSTICS

141 W JACKSON BLVD, SUITE 2080

CHICAGO, IL 60604 (312) 386-1400

ACOUSTIC CONSULTANT

L5 WEST CORE

RESTROOMS

L5 EAST CORE

RESTROOMS

M A

TC

H

LI

N

E

GENERAL SERVICES ADMINISTRATION

NATIONAL CAPITAL REGION

PUBLIC BUILDING SERVICE, D.C. SERVICES DIV.

7TH & D STREET, S.W.

WASHINGTON, D.C. 20407

ISSUE

NO. DATE ISSUE

ARCHITECTURAL

VARIES, SEE DRAWINGS

FOR BID04/23/20211

04/15/2021

04/15/2021

/2

/2

:4

:2

P

M

G-00-05

MATERIAL SCHEDULE

VW + SK

AC + SP

WATER

CLOSET

(BARRIER

FREE)

URINAL URINAL

(BARRIER

FREE)

LAVATORY

(BARRIER

FREE)

LAVATORY

FINISH

FLOOR

M A

X

M A

X

S P

IG

O

T H

T

M A

X

DRINKING FOUNTAIN

(BARRIER FREE)

/2

M

IN

0' - 5 1/4" MAX0' - 9" MIN

M

IN

M A

X

17"-19"

EXPOSED DRAIN PIPING ARE

TO RECEIVE AN

UNDERLAVATORY GUARD.

WATER

CLOSET

1'

1'

PAPER

TOWEL

DISPENSER

FINISH FLOOR

WASTE

RECEPTACLE

SOAP

DISPENSER

(WALL

MOUNTED)

MIRROR UNIT

B R

E F

L S

U R

F

UNDERLAVATORY

GUARD

ALL EXPOSED DRAIN PIPING ARE TO

RECEIVE AN UNDERLAVATORY GUARD

B A

R R

IE

R

F R

E E

4'

S T

A N

D A

R D

5'

HOOKS

FINISH FLOOR

STALL

(BARRIER

FREE)

3' - 0" 0' - 6"

0' - 8"

V.I.F.

1' - 6"

1 1/2"ø

STAINLESS

STEEL GRAB

BARS

CU-1

0' - 8"

CU-2 CU-3 AND SC-1

(BARRIER FREE)

CU-4 AND SC-1

(BARRIER FREE)

CU-5

0' - 8" 2"8"

M

IN

2"8" 8"

3'

M

IN

3'

2" 2"

M

IN

M

IN

3'

1'

M

IN

SC-1SC-1 CU-3 CU-3 CU-5CU-2CU-1

STALLS (COMBINATION UNITS)

MOUNTING HEIGHTS

1. NOT ALL PLUMBING FIXTURES, TOILET / BATH ACCESSORIES, AND SPECIALTY

EQUIPMENT MAY BE USED. SEE PLANS, INTERIOR ELEVATIONS, AND

SCHEDULES FOR ACCESSORIES USED.

2. PROVIDE BLOCKING, BRACKETS AND MISCELLANEOUS MATERIALS

NECESSARY FOR THE INSTALLATION OF ACCESSORIES.

3. LOCATE TOILET ACCESSORIES AS SHOWN AND MOUNT AT HEIGHTS

INDICATED.

4. GRAB BARS MUST BE CAPABLE OF RESISTING A FULL LOAD OF 400 LBS

EXERTED AT ANY POINT IN ANY DIRECTION.

5. WRAP ALL EXPOSED PIPING UNDER LAVATORIES WITH PROTECTIVE

INSULATION.

6. FIXTURE DESIGNATIONS SHOWN SHALL BE USED IN CONJUNCTION WITH

ARCHITECTURAL (A-SERIES) SHEETS ONLY. DESIGNATIONS ON M.E.P.

DOCUMENTS MAY VARY.

7. COORDINATE LOCATION OF REAR GRAB BARS WITH WATER CLOSET FLUSH

VALVES.

8. FIXTURES AND ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH

THE LATEST EDITIONS OF THE APPLICABLE PLUMBING CODE.

9. FIXTURES AND ACCESSORIES DESIGNATED AS "ACCESSIBLE" SHALL BE

INSTALLED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE AMERICANS

WITH DISABILITIES ACT GUIDELINES (CURRENT EDITION)

10. FIXTURES AND ACCESSORIES DESIGNATED AS "ACCESSIBLE" SHALL BE

INSTALLED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE

INTERNATIONAL PLUMBING CODE AND THE AMERICANS WITH DISABILITIES

ACT GUIDELINES (CURRENT EDITION)

5"

FIRE SIGNAL / ALARM

THERMOSTAT

CARD READER

DIMMER LIGHT SWITCH

AND WAVE ACTUTATOR

(ADA)

DATA / TEL. ELECT. OUTLET

SEE DOOR SCHED.

S E

E D

O O

R S

C H

E D

.7

M A

X

M

A X

E

Q E

Q

PUSH / PULL LATCH & PUSH PLATES

DEADLOCK & STRIKE

DOOR PUSH / PULL BAR

LOCKSET STRIKE

CENTER ALL EQUIPMENT VERTICALLY, TYP

SEE DOOR SCHED.

S E

E D

O O

R S

C H

E D

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

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BULDING NAME

ADDRESS

BUILDING NUMBER

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE REVISED:

36 X 48

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SHEET OF SHEETS

KRUECK & SEXTON ARCHITECTS, P.C.

400 MARYLAND AVENUE, SW

WASHINGTON, DC 20024

LYNDON B. JOHNSON FEDERAL BUILDING

DC0010ZZ

DC0010_A_LVL5_2_Restrooms_r2020

WSP ENGINEERING

DEPARTMENT OF EDUCATION

CONSOLIDATION PROJECT

100% Construction Documents

HALLIE FUTTERMAN

RENOVATION OF LEVEL 2 & LEVEL 5 - EXISTING

RESTROOMS TO MEET THE DEPARTMENT OF

EDUCATION’S PROGRAMMATIC REQUIREMENTS.

XX

XX

XX

KRUECK & SEXTON ARCHITECTS

221 W ERIE ST

CHICAGO, IL 60654 (312) 787-0056

ARCHITECT

WSP ENGINEERING

ONE PENNSYLVANIA PLAZA, SECOND FLOOR

NEW YORK, NY 10119 (212) 465-5000

MEP ENGINEER

ATELIER TEN

45 E 20TH ST, 4TH FLOOR

NEW YORK, NY 10003 (312) 386-1400

SUSTAINABILITY CONSULTANT

THRESHOLD ACOUSTICS

141 W JACKSON BLVD, SUITE 2080

CHICAGO, IL 60604 (312) 386-1400

ACOUSTIC CONSULTANT

L5 WEST CORE

RESTROOMS

L5 EAST CORE

RESTROOMS

M A

TC

H

LI

N

E

GENERAL SERVICES ADMINISTRATION

NATIONAL CAPITAL REGION

PUBLIC BUILDING SERVICE, D.C. SERVICES DIV.

7TH & D STREET, S.W.

WASHINGTON, D.C. 20407

ISSUE

NO. DATE ISSUE

ARCHITECTURAL

VARIES, SEE DRAWINGS

FOR BID04/23/20211

04/15/2021

04/15/2021

/2

/2

:4

:3

P

M

G-00-06

MOUNTING HEIGHT AND LIGHTING SCHEDULE

RT + VW + SK

AC + SP

1/4" = 1'-0"

MOUNTING HEIGHTS - PLUMBING FIXTURES

1/4" = 1'-0"

MOUNTING HEIGHTS - TOILET / BATH ACCESSORIES

1/2" = 1'-0"1

STANDARD ALIGNMENT RELATIONSHIP

D25

D26D26

D27

D27 D25 D27

D25

D25

D25

D25

D26D26

D26D26

D26D26

D24

D24

D23

D24

D24

D23

D23

D24

D24

D24

D27

D25

D25

D25

D25

D25

D26D26

D26D26

D26D26

D26D26

D25D27 D27

D24

D24

D23 D24

D23

D24

D24

D24

D23

D24

D09D09D09D09

D09D09D09D09D09

D09D09D09D09D09D09

D09D09

D03D21

D22D20

D02

D02

D02

D20D20

D20D20

D20

D20

D18

TYP

D20D20D20D20

D20D20D20

D19

TYP

D20D20D20

D18

TYP

D20D20D20D20

D20D20D20

D20D20

D03 D21

D22D22 D22

D09D09D09D09

D09D09D09D09D09

D09D09D09D09D09D09

D09D09

D03 D21

D22 D20

D20

D20D20

D18

TYP

D20D20D20D20

D20D20D20D20

D20D20D20

D19

TYP

D20D20D20

D18

TYP

D20D20D20D20

D02

D02

D02

D20D20D20

D20D20

D22D22

D03D21

NOT IN SCOPE OF WORK

EXISTING WALL, PARTITION, OR COLUMN TO REMAIN

EXISTING WALL OR PARTITION TO BE DEMOLISHED

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE DEMOLISHED

FINISH FLOOR, CEILING, WALL, OR OTHER

SURFACE TO BE DEMOLISHED

EXISTING LINEAR TROUGH LITE IN BULKHEAD TO BE DEMOLISHED

EXISTING RECESSED CEILING CONE LITE TO BE DEMOLISHED

EXISTING CEILING MOUNTED ACCESS PANEL TO BE DEMOLISHED

EXISTING CEILING GRILLES TO BE DEMOLISHED

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

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT COPYING, DISSEMINATION, OR DISTRIBUTION OF THIS DOCUMENT TO UNAUTHORIZED RECIPIENTS IS PROHIBITED.

Do not remove this notice. Properly destroy or return documents when no longer needed.

TRUE NORTH

PLAN NORTH

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BULDING NAME

ADDRESS

BUILDING NUMBER

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE REVISED:

36 X 48

S H

E E

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ID

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TI

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SHEET OF SHEETS

KRUECK & SEXTON ARCHITECTS, P.C.

400 MARYLAND AVENUE, SW

WASHINGTON, DC 20024

LYNDON B. JOHNSON FEDERAL BUILDING

DC0010ZZ

DC0010_A_LVL5_2_Restrooms_r2020

WSP ENGINEERING

DEPARTMENT OF EDUCATION

CONSOLIDATION PROJECT

100% Construction Documents

HALLIE FUTTERMAN

RENOVATION OF LEVEL 2 & LEVEL 5 - EXISTING

RESTROOMS TO MEET THE DEPARTMENT OF

EDUCATION’S PROGRAMMATIC REQUIREMENTS.

XX

XX

XX

KRUECK & SEXTON ARCHITECTS

221 W ERIE ST

CHICAGO, IL 60654 (312) 787-0056

ARCHITECT

WSP ENGINEERING

ONE PENNSYLVANIA PLAZA, SECOND FLOOR

NEW YORK, NY 10119 (212) 465-5000

MEP ENGINEER

ATELIER TEN

45 E 20TH ST, 4TH FLOOR

NEW YORK, NY 10003 (312) 386-1400

SUSTAINABILITY CONSULTANT

THRESHOLD ACOUSTICS

141 W JACKSON BLVD, SUITE 2080

CHICAGO, IL 60604 (312) 386-1400

ACOUSTIC CONSULTANT

L5 WEST CORE

RESTROOMS

L5 EAST CORE

RESTROOMS

M A

TC

H

LI

N

E

GENERAL NOTESLEGEND KEY NOTES

GENERAL SERVICES ADMINISTRATION

NATIONAL CAPITAL REGION

PUBLIC BUILDING SERVICE, D.C. SERVICES DIV.

7TH & D STREET, S.W.

WASHINGTON, D.C. 20407

ISSUE

NO. DATE ISSUE

ARCHITECTURAL

VARIES, SEE DRAWINGS

FOR BID04/23/20211

04/15/2021

04/15/2021

/2

/2

:4

:1

P

M

AD-00

DEMOLITION PLAN & DEMO RCP - LEVEL 5 AND 2

VW + SK

AC + SP

1/4" = 1'-0"2

LEVEL 5 AND 2 -RCP DEMO EAST CORE RESTROOMS

1/4" = 1'-0"4

LEVEL 5 AND 2 - RCP DEMO WEST CORE

-RESTROOMS

1/4" = 1'-0"1

LEVEL 5 AND 2 - DEMOS EAST CORE RESTROOMS

1/4" = 1'-0"3

LEVEL 5 AND 2 - DEMOS WEST CORE RESTROOMS

NUMBER KEYNOTE TEXT

D02 REMOVE EXISTING FLOOR FINISH TO CONCRETE SLAB.

PREPARE AREA TO RECEIVE NEW WORK. TYP.

D03 DEMOLISH EXISTING DOOR, FRAME, AND ALL ASSOCIATED

HARDWARE.

D09 REMOVE EXISTING PLUMBING FIXTURE AND ALL

ASSOCIATED HARDWARE, ACCESSORIES, AND PIPING.

D18 DEMO EXIST FLOOR MOUNTED TOILET PARTITION, TYP.

D19 DEMO URINAL PRIVACY PANEL, TYP.

D20 DEMO EXIST. WALL TILES AND EXIST. GWB. / PANEL BOARD

THROUGHOUT. EXIST. METAL STUD TO BE REUSE IF

POSSIBLE

D21 DEMO FLOOR TO DECK METAL STUD AND GYPSUM WALL

BOARD ON BOTH SIDES OF STUD, TYP.

D22 DEMO EXIST GWB ON METAL STUD ON THE INSIDE FACE,

EXIST METAL STUD TO BE REUSE IF POSSIBLE.

D23 DEMO CEILING MOUNTED ACCESS PANELS, TYP.

D24 DEMO CEILING MOUNTED MECHANICAL AIR GRILLES, TYP.

D25 DEMO EXIST GWB CEILING IN ITS ENTIRETY, TYP.

D26 DEMO EXIST LINEAR TROUGH LITE FIXTURES AND ITS

BULKHEAD, TYP.

D27 DEMO 6" DIAMETER RECESSED DOWNLIGHT, TYP.

ABA

ABA

ABA

ABA

ABA

ABA

3' -4

A

.F .F

3'-4" A.F.F.

3'-4" A.F.F.

3'-4" A.F.F.

3'-4" A.F.F.

V S

ABA

ABA

ABA

ABA

3' -4

A

.F .F

3'-4" A.F.F.

ABA

ABA

C R V S

MATCH EXISTING ADJACENT

WALL FINISH

MATCH EXISTING ADJACENT

WALL FINISH

S

M

ABA

ABA

ABA

ABA

ABA

ABA

V S

ABA

ABA

ABA

ABA

ABA

ABA

C R V S

VESTIBULE

RESTROOM (M)

RESTROOM (W)

FOCUS RM

5CFRM

VESTIBULE

8'

V .I.

F

HOLD

5' - 0" , TYP

8'

/4

V .I.

F

8'

/4

V .I.

F

/4

V .I.

F

CLEAR

12' - 0 1/2" V.I.F.

H O

LD

3'

E Q

3'

E

Q

6'

/2

V .I.

F

6'

/2

V .I.

F

HOLD

5' - 0" , TYP.

E Q

E

Q

E Q

E

Q

E Q

E

Q

H O

LD

3'

E Q

H O

LD

1'

H O

LD

1'

H O

LD

1'

E Q

E

Q

E Q

2'

0" 2'

0" E

Q

E Q

E Q

E Q

E Q

ALIGNE

Q

E

Q

E Q

E

Q

E Q

E

Q

5' -0

M

IN

5' -0

M

IN

5CFRM

5CWMN

5C2VES

3' - 6" HOLD

3' - 6" HOLD

3'

3'

3'

/2

3'

/2

3'

/2

/4

V .I.

F

3'

1'

3'

3'

3'

1'

H O

LD

3'

6'

/2

V .I.

F

6'

/2

V .I.

F

E Q

E

Q

E Q

E

Q

E Q

1'

H O

LD

3'

1'

1'

E Q

E Q

E Q

E Q

ALIGN FACE OF GYP.

BD. WITH CEILING

GRID AT CORRIDOR

A74

1'

3'

3'

E Q

1'

3'

/2

3'

/2

3'

/2

1'

E Q

5'

M

IN

E Q

E

Q

E Q

E

Q

1B

5' - 0"

7 7

7 7

E Q

E

Q

2C2VES

2CWMN

5C1VES

2C2VES

2CFRM

A110

A110

A98

9'

A117

A118

ALIGN

ALIGN

A-40-03

A-40-03

18 19

A-40-03

A-40-03

A-40-03

41 38

A-40-03

A-40-03

RESTROOM (W)

VESTIBULE

MOTHER'S ROOM

VESTIBULE

RESTROOM (M)

5' -0

M

IN

5'

/4

/4

V .I.

F

6'

V .I.

F

6'

V .I.

F

E Q

3'

E

Q

CLEAR

12' - 1 1/4" V.I.F.

8'

/4

V .I.

F

8'

/4

V .I.

F

5' -0

M

IN

8'

/4

V .I.

F

3'

1'

E Q

.3 E

Q .3

E Q

.2 E

Q .2

E Q

.1 E

Q .1

HOLD

5' - 0" , TYP

HOLD

5' - 0" , TYP.

E Q

2'

0"

2'

0"

E Q

/4

V .I.

F

H O

LD

1'

H O

LD

1'

H O

LD

1'

E Q

E Q

E Q

E Q

E Q

E Q

1'

3'

3'

3'

1'

E Q

E Q

E Q

E Q

E Q

E Q

3A

ALIGN

ALIGN

5AWMN

5A2VES

1B

5AMRM

4'

3' - 0" HOLD

3' - 0" HOLD

1'

3'

3'

1'

E Q

E

Q

E Q

E

Q

1/

2"

1'

3'

/2

3'

/2

3'

/2

1'

3"

1'-6" MIN.

3'

/4

A L

IG

N

3' - 6"

5A1VES

2A2VES

2C2VES

2AMRM

2AWMN

A98

A110

A110

5' - 0"

A117

A118

A140

A140

A .F

.F

A .F

.F

2' - 0"

MR-2

CONSTRUCTION PLAN

1. VERIFY ALL DIMENSIONS IN FIELD.

2. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO BEGINNING WORK.

NOTIFY ARCHITECT IMMEDIATELY IF FIELD CONDITIONS DO NOT MATCH

CONDITIONS SHOWN ON DRAWINGS.

3. PROVIDE BLOCKING AT LOCATIONS OF WALL MOUNTED ELEMENTS AND

FURNITURE, TYP.

4. REFER TO PARTITION TYPES FOR THICKNESSES OF PARTITIONS.

5. WALL & PARTITION DIMENSIONS ARE SHOWN TO FINISH FACE OF MATERIAL,

TYP., UNLESS NOTED OTHERWISE.

6. FURNITURE AND EQUIPMENT SHOWN IS NOT IN CONTRACT AND IS SHOWN

FOR COORDINATION PURPOSES ONLY.

7. ALL PENETRATIONS THROUGH FULL HEIGHT WALLS ARE TO BE ACOUTICALLY

SEALED.

8. ALL NEW WALLS TO BE FINISHED AND PREPPED FOR NOTED FINISH.

9. ANY BLOCKING TO BE FIRE RETARDANT, TYP.

10. MEPFP DESIGN BUILD SUB-CONTRACTORS ARE RESPONSIBLE FOR

COORDINATING ALL PENETRATIONS AND FIRESAFING.

11. ALL DOORS AT GYP. BD. PARTITIONS TO BE LOCATED 4" FROM EDGE OF JAMB

TO CORNER, UNLESS NOTED OTHERWISE.

REFLECTED CEILING PLAN

1. SEE FLOOR PLANS FOR DIMENSIONS.

2. COORDINATE ARCHITECTURAL REFLECTED CEILING PLAN WITH MECHANICAL,

ELECTRICAL, AND FIRE PROTECTION DRAWINGS. PROVIDE COORDINATED

DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION.

3. SPRINKLER HEADS HAVE NOT BEEN SHOWN. COORDINATE SPRINLKLER HEAD

LOCATIONS WITH OTHER CEILING MOUNTED ITEMS. LOCATE SPRINKLER

HEADS AS REQUIRED BY CODE TO PROVIDE SPECIFIED COVERAGE. LOCATE

SPRINKLER HEADS WITHIN THE CENTERLINE OF TILES OR QUARTER POINTS

UNLESS OTHERWISE APPROVED.

4. CONTRACTOR SHALL LOCATE MECHANICAL ITEMS AROUND LIGHTING

LAYOUT AND IN THE APPROXIMATE LOCATION OF THE MECHANICAL

DRAWINGS.

5. DO NOT ATTACH CEILING HANGERS TO ROOF DECKS. ATTACH CEILING

HANGERS TO STRUCTURAL BEAMS AND JOISTS ONLY. ATTACH CEILING

HANGERS TO FLOOR DECKS USING SPECIFIED INSERTS ONLY.

6. SUPPORT CONDUIT, BOXES AND OTHER EQUIPMENT WITH UNISTRUT

HANGERS ATTACHED TO STRUCTURAL ELEMENTS.

7. START POINT FOR CEILING GRIDS TO BE CENTER OF ROOM UNLESS NOTED

BY A START POINT.

8. PROVIDE NON-SAG TYPE GYPSUM BOARD PANELS AT CEILING OF ALL WET

AREAS SUCH AS TOILET ROOMS, UNLESS NOTED OTHERWISE.

9. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION

REGARDING SOFFIT HEIGHTS AND LOCATIONS.

10. COORDINATE LOCATION OF EXIT SIGNS WITH CODE COMPLIANCE PLANS AND

ELECTRICAL DRAWINGS.

11. ROUTE ALL CONDUITS ON EXPOSED CEILINGS SQUARE TO BUILDING WALLS

AND GROUP TOGETHER.

12. ALL PARTITION AND SOFFIT FRAMING SHALL EXTEND TO UNDERSIDE OF

STRUCTURE, UNLESS NOTED OTHERWISE.

13. PROVIDE RADIUS FITTED CEILING TRACK ACCESSORY AT ALL BULLNOSED

WALL CORNERS.

14. ALL GWB CEILING TO BE PAINTED PT-X, UNLESS NOTED OTHERWISE.

15. LOCATE DEVICES AT CENTER LINE OF CEILING TILES, U.N.O.

16. PROVIDE POWER FOR LIT MIRRORS (REFER TO LIGHTING SCHEDULE FOR

SPECS) , AT LAVATORIES LOCATIONS

NOT IN SCOPE OF WORK

EXISTING WALL, PARTITION, OR COLUMN TO REMAIN

NEW WALL OR PARTITION

EXISTING DOOR TO BE REMAIN

NEW DOOR

WAVE ACTUATORABA

CARD READER

CR

MICROPHONE

SPEAKER

CU-2

CU-1

SC-1

CU-3

SC-1

CU-4

CU-5

CU-5

WC-1

WC-1

WC-1

WC-2

WC-2

WC-2

WC-2

WC-1

WC-1

HK-1

HK-1

GB-2

GB-2

GB-1

UR-1

UR-2

MR-2

UPT-1

MR-2

WR-2

RESTROOM (M)

VESTIBULE

RESTROOM (W)

FOCUS RM

18" MIN.

WR-2

PTD-2

UR-1

GB-2

HK-1

WC-1

WC-1

WR-1

LAV-1

VESTIBULE

A117

A118

GB-1

GB-2

TPT-1

HK-1

HK-1

A83

A83

GB-2

HK-1

HK-1

A83

A83

TPT-1

TPT-2

TYP. U.N.O.

TYP. U.N.O.

TPT-1

TYP. U.N.O.

TPT-2

TYP. U.N.O.

A140

A140

PTD-2

LAV-1

LAV-1

WR-1

FA-1

FA-1

FA-1

LAV-1

LAV-1

LAV-1

WR-1

WR-1

LAV-1

FA-1

FA-1

FA-1

FA-1

PTD-2

PTD-2

PTD-2

RESTROOM (W)

VESTIBULE MOTHER'S ROOM

VESTIBULE

RESTROOM (M)

PT-01

MR-2

WR-2

WC-1

WC-1

WC-1

CU-1

CU-2

HK-1

HK-1

WC-2

WC-2

GB-1

GB-2

GB-2

GB-2

CU-3

SC-1

UR-1

UR-1

UR-2

UPT-1

WC-2

WC-2

WC-1

WC-1

WC-1

WC-1

HK-1

CU-4

SC-1

CU-5

CU-5

MR-2

SNK-2

WR-2

PTD-2

MR-1

GB-1

GB-2

GB-2

GB-2

HK-1

HK-1

HK-1

HK-1

HK-1

HK-1

HK-1

FA-1

LAV-1

WR-1

WR-1

LAV-1

LAV-1

LAV-1

WR-1

PTD-2

PTD-2

FA-1

FA-1

FA-1

HK-1

LAV-1

FA-1

WR-1

LAV-1

FA-1

A83

A83

A83

LAV-1

FA-1

CU-5

A118

A117

TPT-1

TPT-…