Solicitation_GS-01P-13-BZ-D-0003_Attachment_L_(Representative_Project_Drawings)_1-18-13.pdf

US GENERAL SERVICES ADMINISTRATION

PROPERTY OF THE UNITED STATES GOVERNMENT.

COPYING, DISSEMINATION, OR DISTIBUTION OF THESE DRAWINGS

AND / OR DOCUMENTS WITHOUT THE EXPLICIT PERMISSION OF THE

U.S. GENERAL SERVICES ADMINISTRATION IS PROHIBITED.

DISTRIBUTION TO THOSE WITH OTHER THAN A NEED TO KNOW IS

STRICTLY FORBIDDEN.

BBIX, LLC

ARCHITECTS & ENGINEERS

10 HIGH STREET - SUITE 402

BOSTON, MA 02110

NEW ENGLAND REGION (REGION 1)

PROJECT NUMBER: VMA00011

FINAL AMENDMENT DOCUMENTS

11/30/2012

DRAWING LIST:

ARCHITECTURAL:

A000 COVER SHEET

D101 6TH FLOOR DEMOLITION PLAN

D102 6TH FLOOR DEMOLITION REFLECTED CEILING PLAN

A001 6TH FLOOR LIFE SAFETY PLAN / CODE REVIEW

A002 PARTITION TYPES AND GENERAL INFO

A101 6TH FLOOR PLAN

A102 6TH FLOOR FINISH PLAN

A103 6TH FLOOR FURNITURE PLAN

A201 6TH FLOOR REFLECTED CEILING PLAN

A301 INTERIOR ELEVATIONS & DETAILS

A302 INTERIOR ELEVATIONS

A401 INTERIOR DETAILS

A801 DOOR SCHEDULE AND DETAILS

MECHANICAL:

M001 MECHANICAL DETAILS AND SCHEDULES

MD101 6TH FLOOR MECHANICAL DEMOLITION PLAN

M101 6TH FLOOR MECHANICAL PLAN

ELECTRICAL:

E001 ELECTRICAL SYMBOLS AND DETAILS

ED101 ELECTRICAL 6TH FLOOR DEMOLITION PLAN

E201 ELECTRICAL 6TH FLOOR NEW WORK LIGHTING PLAN

E301 ELECTRICAL 6TH FLOOR NEW WORK POWER PLAN

E401 6TH FLOOR NEW WORK FIRE ALARM PLAN

E501 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS:

T001 SERVING ZONE, LEGEND & KEYS

TD100 TELECOMMUNICATION: DEMO PLAN

T100 TELECOMMUNICATION: 6TH FLOOR

T110 OPTION NO. 1 - SOUNDMASKING

T400 IDF 6-2-2, DETAILS AND SCHEDULES

T500 TELECOMMUNICATION DETAILS

T501 TELECOMMUNICATION DETAILS

T600 TELECOMMUNICATION: SCHEMATICS

SE100 SECURITY PLAN

SE500 SECURITY DETAILS & DIAGRAMS

SE600 SECURITY SYSTEMS RISERS

PLUMBING:

P100 PLUMBING PLANS & SCHEDULES

FIRE PROTECTION:

FP101 6TH FLOOR FIRE PROTECTION PLAN

CUSTOMS AND BORDER PROTECTION/OFFICE OF FIELD OPERATIONS

6TH FLOOR RENOVATION

THOMAS P. O'NEILL FEDERAL BUILDING

10 CAUSEWAY STREET

BOSTON, MA

BUILDING SITE

N

UP DN

2 3 4 5 6 7 8 9 10 11 12

G

H

J

K

L

PARTITION / PLAN LEGEND

EXISTING TO REMAIN

EXISTING TO BE REMOVED

REMOVE FLOORING, BASE AND

ALL ADHESIVES AND MASTICS,

REFER TO GENERAL NOTES,

SEE NOTE 14

EXISTING DOOR TO BE REMOVED

INDICATES EXISTING DOOR TO REMAIN

EXISTING CBP SPACE TO BE

RETURNED TO GSA

KEYED NOTES:

1 CONTRACTOR TO USE GREAT CARE IN THE REMOVAL AND

STORAGE OF EXISTING KITCHEN CABINETS (UPPER AND LOWER),

SINK, WATER HEATER, REFRIGERATOR, COUNTERTOP, SHELVING

AND HARDWARE ASSOCIATED WITH THIS LOCATION. PRODUCTS

SHOULD BE LABELED APPROPRIATELY FOR RE-USE IN THE NEW

KITCHENETTE LOCATION.

NOT IN SCOPE OF WORK

2 REMOVE DOOR, FRAME AND HARDWARE AND TURN OVER TO GSA

BUILDING MANAGEMENT

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A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

STREET

CITY / ST. / ZIP

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

BBIX, L.L.C.

GENERAL SERVICES ADMINISTRATION

NEW ENGLAND REGION (REGION 1)

PROPERTY OF THE UNITED

STATES GOVERNMENT FOR

OFFICIAL USE ONLY

GS-01P-09-BW-D-0037

BUILDING

NORTH

PROJECT

SPACE

10TH FLOOR

THOMAS P. O'NEILL FED. BUILDING

10 CAUSEWAY STREET

BOSTON, MA 02222

6TH FLOOR DEMOLITION PLAN

SIXTH FLOOR RENOVATION -

CUSTOMS & BORDER PROTECTION

JPD

MS

11/30/2012

D101

FINAL AMENDMENT DOCUMENTS

JAMES MICHIENZI

3/32" = 1'-0"1 6TH FLOOR DEMOLITION PLAN

THE FLOOR WILL REMAIN PARTIALLY OCCUPIED DURING DEMOLITION ACTIVITIES. DUST CONTROL PROVISIONS ARE REQUIRED TO ENSURE AGAINST MIGRATION OF ALL DUST AND DEMOLITION DEBRIS TO

OCCUPIED SPACES.

THE GC SHALL PROVIDE A DOUBLE CONTAINMENT POLY (MIN 6 MIL) AT ALL ENTRY AND EGRESS PATHS IN

AND OUT OF THE LIMIT OF WORK AREA. REPLACE AS OFTEN AS NEEDED TO ENSURE AGAINST

MIGRATION OF DUST AND CONSTRUCTION DEBRIS OUTSIDE OF THE WORK AREA.

THE GC SHALL PROVIDE A STEP-OFF PADS (TACK MATS) AT ALL ENTRY AND EGRESS PATHS IN AND OUT OF THE LIMIT OF WORK AREA. THE GC SHALL REPLACE THE POLY BARRIER AS OFTEN AS NEEDED, TO ENSURE AGAINST MIGRATION OF DUST AND CONSTRUCTION DEBRIS OUTSIDE OF THE WORK AREA.

THE GC SHALL PROVIDE DAILY REMOVAL OF ALL DEMOLITION DEBRIS. DO NOT STORE ANY DEMOLITION

DEBRIS ON THE FLOOR OVERNIGHT.

THE GC SHALL MAINTAIN A CLEAN AND SAFE WORK AREA THROUGHOUT THE PERIOD OF DEMOLITION.

THE GC SHALL, AT THE END OF EACH WORK DAY, REMOVE ALL DEMOLITION DEBRIS AND HAZARDOUS

AND POTENTIALLY DANGEROUS MATERIALS USED IN THE WORK.

THE GC SHALL COLLECT CONSTRUCTION MATERIAL AND DEBRIS FREQUENTLY AND DISPOSE OF DEBRIS

AND REFUSE AWAY FROM THE CENTER IN A LAWFUL MANNER.

THE GC SHALL CLEAN THE EXTERIOR PUBLIC AREAS IMPACTED BY CONSTRUCTION DUST, DIRT AND DEBRIS ON A DAILY BASIS. THE GC SHALL BE RESPONSIBLE FOR ALL FEES, PERMITS, ETC., REQUIRED

FOR WASTE DISPOSAL.

DUST CONTROL PROVISIONS:

THE FLOOR WILL REMAIN PARTIALLY OCCUPIED DURING DEMOLITION ACTIVITIES. NOISE CONTROL

PROVISIONS ARE REQUIRED TO ENSURE AGAINST DISTURBANCE OR DISRUPTION OF WORK

ACTIVITIES OF THE TENANTS ON THIS FLOOR, AND THOSE ON THE FLOORS ABOVE AND BELOW.

ANY PROPOSED INTERRUPTION TO TENANT OPERATIONS DURING DEMOLITION MUST HAVE PRIOR

APPROVAL FROM THE GSA BUILDING MANAGER WITH A MINIMUM OF 72 HOURS ADVANCE NOTICE.

THE DEMOLITION SUBCONTRACTOR SHALL ADOPT QUIETER TYPES OF DEMOLITION AS BEST

PRACTICABLE BY USING POWER TOOLS EQUIPPED WITH SILENCERS.

THE GC SHALL COORDINATE REASONABLE HOURS OF WORKING FOR NOISY OPERATIONS WITH THE

GSA BUILDING MANAGER. SOME WORK WILL HAVE TO BE DONE AFTER-HOURS OR ON WEEKENDS.

THE GC SHALL PROVIDE PROVISIONS TO ENSURE AGAINST SOUND AND VIBRATION NOISE TO

TENANTS ON THIS FLOOR, AND THOSE ON THE FLOORS ABOVE AND BELOW.

NOISE CONTROL PROVISIONS:

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADHERE TO THE FOLLOWING:

1. ERECT AND MAINTAIN TEMPORARY STAGING, LIGHTS, BARRICADES, WARNING SIGNS, AND GUARDS NECESSARY TO PROTECT BUILDING OCCUPANTS, AND ADJOINING TENANTS FROM

INJURY, AND/OR DAMAGE, ALL IN ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS.

2. DO NOT CLOSE OR OBSTRUCT THE PATH OF EGRESS, CORRIDORS, OR OTHER OCCUPIED OR USED SPACES OR FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND THE AUTHORITIES HAVING JURISDICTION. DO NOT INTERRUPT UTILITIES WITHOUT THE WRITTEN PERMISSION OF THE AUTHORITIES HAVING JURISDICTION. IF NECESSARY PROVIDE TEMPORARY UTILITIES. PRIOR TO OBSTRUCTION OF EGRESS PATHS OR IMPAIRMENT OF FIRE/LIFE SAFETY COMPONENTS, THE NFPA 241 AND IMPAIRMENTS PLANS MUST BE SUBMITTED FOR APPROVAL BY DESIGN TEAM FIRE PROTECTION ENGINEER WHO IS LICENSED PROFESSIONAL ENGINEER (IN FIRE PROTECTION ENGINEERING) (DTFPEPE) AND GSA REGIONAL FIRE PROTECTION

ENGINEER (GSARFPE).

3. CEASE OPERATION IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED. PERFORM TEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS CAN BE CONTINUED

PROPERLY.

4. IN COMPANY OF THE ARCHITECT AND OWNER, THE CONTRACTOR WILL VISIT THE SITE AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED PRIOR TO STARTING THE WORK. CAREFULLY IDENTIFY THE LIMITS OF SELECTIVE DEMOLITION. MARK INTERFACE SURFACES AS REQUIRED TO ENABLE THE WORKMEN TO ALSO IDENTIFY THE ITEMS

TO BE REMOVED AND STORED, AS WELL AS THE ITEMS TO BE LEFT IN PLACE INTACT.

5. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO OTHER TENANTS OF THE BUILDING, THE PUBLIC, NEIGHBORING BUILDINGS, AND TO ANY OTHER WORK

BEING PERFORMED.

6. EXECUTE DEMOLITION WORK TO ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY DEBRIS. CONTRACTOR WILL TAKE PROTECTIVE MEASURES TO

PREVENT DUST FROM GETTING INTO DUCTS.

7. IN THE EVENT OF DEMOLITION OF ITEMS NOT SO SCHEDULED TO BE DEMOLISHED, PROMPTLY REPLACE SUCH ITEMS TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY DAMAGE DONE TO EXISTING FEATURES AS A RESULT OF THIS WORK. DAMAGED ITEMS SHALL BE REPLACED

IN KIND AND AT NO ADDITIONAL COST TO THE OWNER.

8. SHORE, BRACE AND SUPPORT EXISTING CONDITIONS AS REQUIRED FOR REMOVAL OF EXISTING CONSTRUCTION OR INSTALLATION OF THE NEW WORK.

9. COORDINATE THE REMOVAL, RELOCATION, REPLACEMENT, RE-USE, SHUT-OFF, STUB-OFF, CAPPING-OFF OR UPGRADING OF ALL EXISTING PLUMBING, SPRINKLERS, HVAC, SECURITY, ELECTRICAL SYSTEMS, AND TELECOM SYSTEMS EQUIPMENT, AND APPURTENANCES - INCLUDING, BUT NOT LIMITED TO , UTILITY LINES, DUCTS, CONNECTIONS, PANELS, VENTS, FANS, ELECTRICAL BASEBOARD HEAT, PIPING, DEVICES, CONTROLS, SWITCHES, OUTLETS, AND CONDUIT DURING THE CONSTRUCTION AS REQUIRED, AS SCHEDULED OR AS SPECIFIED IN

ACCORDANCE WITH ALL LOCAL, MUNICIPAL, STATE CODES.

10. THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ANY HAZARDOUS MATERIALS AND IN DOING SO SHALL COMPLY WITH ALL APPLICABLE OSHA REGULATIONS AND ALL OTHER FEDERAL, STATE AND LOCAL GUIDELINES REGARDING ASBESTOS-CONTAINING MATERIAL REMOVAL AND DISPOSAL.

11. OWNER AND ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS OR FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN STRICT ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. OWNER SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.

12. THE CONTRACTOR SHALL COORDINATE ALL ABOVE CEILING MEP AND STRUCTURAL ELEMENTS PRIOR TO DEMOLITION OF WALLS AND/OR CEILING. THE CONTRACTOR SHALL OBTAIN THE GSA REGIONAL FIRE PROTECTION ENGINEER (GSARFPE) APPROVAL OF NFPA 241 SAFETY PLAN AND FIRE SPRINKLER FOR SHELL COVERAGE SUBMITTAL PRIOR TO START OF CEILING

REWORK, MODIFICATION, OR DEMOLITION.

13. COORDINATE, TERMINATE, AND RELOCATE ALL WALL & CEILING ELECTRICAL (TELECOM/POWER OUTLETS, SWITCHING, THERMOSTAT, ETC.) DEVICES THAT ARE LOCATED ON WALLS & CEILINGS SCHEDULED FOR REMOVAL. GC TO V.I.F. PRIOR TO THE COMMENCEMENT OF WORK. DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL COMPONENTS TO BE REMOVED.

14. REMOVE EXISTING FLOORING & WALL ASSEMBLIES TO FACE OF EXISTING CONCRETE SLAB. THOROUGHLY CLEAN FLOOR OF ALL ADHESIVE MASTICS TO ACCEPT NEWLY SPECIFIED FLOORING FINISH. EXISTING FLOORING MATERIALS AND MISCELLANEOUS METALS TO BE RECYCLED BY GC. PATCH, REPAIR, AND LEVEL FLOORING TO MEET MANUFACTURER'S REQUIREMENTS OF THE NEW FLOORING AND WALL MATERIALS AS SPECIFIED. IT IS THE RESPONSIBILITY OF THE GC TO GRIND DOWN TO A SMOOTH FINISH ALL UNEVEN SURFACES OR

PATCH ALL CONCAVE FLOORING TO A LEVEL SURFACE REGARDLESS OF FLOORING UNEVENNESS.

15. PATCH ALL EXISTING WALLS ADJACENT TO ALL WALLS SCHEDULED FOR REMOVAL. PATCHWORK WILL BE CONSISTENT WITH THE WALL RATING. ANY STRUCTURAL STEEL DAMAGED OR MISSING SFRM SHALL BE REPLACED AFTER COMPLETION OF APPROPRIATE SURFACE PREPARATION WORK AND ITS INSPECTION BY DTFPEPE AND THE GSA FPE.

16. SUBMIT DEMOLITION SCHEDULE FOR APPROVAL INCLUDING SCHEDULE AND METHODS OF CAPPING AND CONTINUING UTILITY SERVICE.

17. THE CONTRACTOR SHALL COMPLY WITH NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS AND 29 CFR 1910.34, COVERAGE AND DEFINITIONS, 29 CFR 1910-35, COMPLIANCE WITH NFPA 101-2009, LIFE SAFETY CODE, 29 CFR 1910-36, DESIGN AND CONSTRUCTION REQUIREMENTS FOR EXIT ROUTES, 29 CFR 1910-37, MAINTENANCE, SAFEGUARDS, AND OPERATIONAL FEATURES FOR EXIT ROUTES. PBS P-100 2010 EDITION. THE CONTRACTOR SHALL ALSO COMPLY WITH THE GSA IMPAIRMENT PLAN

GUIDE ATTACHED TO THE SPECIFICATION 13195, WET PIPE SPRINKLER SYSTEM.

18. FIRE SPRINKLER SYSTEM SHALL BE RETURNED TO UPRIGHT SPRINKLER HEAD COVERAGE CONSISTENT WITH BUILDING SHELL COVERAGE PER NFPA 13.

19. CONTRACTOR SHALL CONSTRUCT TEMPORARY BARRIER IN ACCORDANCE WITH DUST CONTROL PROVISIONS, REVIEW LOCATION WITH GSA PROJECT MANAGER FOR FINAL APPROVAL.

20. CONTRACTOR SHALL REMOVE, AND CLEAN EXISTING WINDOW TREATMENT IN SCOPE OF WORK AREAS AND TURN OVER TO GSA.

21. CONTRACTOR SHALL REMOVE EXISTING HARDWARE, WHICH IS TO BE TURNED OVER TO THE GOVERNMENT.

22. ALL FIRE ALARM NOTIFICATION DEVICES, EXIT SIGNAGE AND EMERGENCY LIGHTING TO REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION UNTIL WHICH POINT THAT

NEW FIRE ALARM SPEAKER STROBE DEVICES ARE READY TO BE INSTALLED AND ACTIVATED.

GENERAL DEMOLITION NOTES:

SPSP

SP

SP

SPSPSPSP

SP SP SP SP

SP SP SP

SP SP SP

SP

SP

2 3 4 5 6 7 8 9 10 11 12

G

H

J

K

L

F

F

F

F

HD

SEE KEYED NOTE 1

REFLECTED CEILING DEMOLITION PLAN LEGEND

EXISTING PARTITION TO BE REMOVED

EXISTING SPEAKER TO BE REMOVED, SEE NOTE #19 THIS PAGESP

NOT IN SCOPE

EXISTING 1X5 COMBINATION LIGHT AND

SUPPLY DIFFUSER TO BE REMOVED

REMOVE CEILING, LIGHTING, DEVICES AND

ALL ATTACHMENTS, UNLESS OTHERWISE

NOTED. PREP TO ACCEPT NEW CEILING.

REFLECTED CEILING DEMOLITION PLAN KEYED NOTES:

REMOVE WITH CARE AND STORE FOR REUSE: CEILING

TILE, ALL LIGHTING, FIRE ALARM DEVICES, DIFFUSERS,

ETC. TO BE REUSED IN ENCLOSED FILE & STORAGE

ROOMS IN NEW FIT-OUT. DO NOT REUSE DAMAGED

MATERIALS.

EXISTING 2X2 LIGHT TO BE SAVED AND REUSED.

REFER TO KEYED NOTE #1 THIS SHEET.

EXISTING CEILING MOUNTED SUPPLY DIFFUSER

TO BE REMOVED AND SAVED FOR REUSE AS

NOTED IN KEYED NOTE #1 THIS SHEET.

EXISTING SPRINKLER HEAD TO BE

MODIFIED, COORDINATE WITH FP101

F EXISTING FIRE ALARM DEVICE TO BE

REMOVED, SEE NOTE #19 THIS PAGE

AREA TO BE RETURNED TO GSA BY USER

GROUP.

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A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

STREET

CITY / ST. / ZIP

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

BBIX, L.L.C.

GENERAL SERVICES ADMINISTRATION

NEW ENGLAND REGION (REGION 1)

PROPERTY OF THE UNITED

STATES GOVERNMENT FOR

OFFICIAL USE ONLY

GS-01P-09-BW-D-0037

BUILDING

NORTH

PROJECT

SPACE

10TH FLOOR

THOMAS P. O'NEILL FED. BUILDING

10 CAUSEWAY STREET

BOSTON, MA 02222

6TH FLOOR DEMOLITION RCP

SIXTH FLOOR RENOVATION -

CUSTOMS & BORDER PROTECTION

JD

MS

11/30/2012

D102

FINAL AMENDMENT DOCUMENTS

JAMES MICHIENZI

3/32" = 1'-0"1 6TH FLOOR DEMOLITION RCP

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADHERE TO THE FOLLOWING:

1. ERECT AND MAINTAIN TEMPORARY STAGING, LIGHTS, BARRICADES, WARNING SIGNS, AND GUARDS NECESSARY TO PROTECT BUILDING OCCUPANTS, AND ADJOINING TENANTS FROM INJURY, AND/OR DAMAGE, ALL IN ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS.

2. DO NOT CLOSE OR OBSTRUCT THE PATH OF EGRESS, CORRIDORS, OR OTHER OCCUPIED OR USED SPACES OR FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND THE AUTHORITIES HAVING JURISDICTION. DO NOT INTERRUPT UTILITIES WITHOUT THE WRITTEN PERMISSION OF THE AUTHORITIES HAVING JURISDICTION. IF NECESSARY PROVIDE TEMPORARY UTILITIES. PRIOR TO OBSTRUCTION OF EGRESS PATHS OR IMPAIRMENT OF FIRE/LIFE SAFETY COMPONENTS, THE NFPA 241 AND IMPAIRMENTS PLANS MUST BE SUBMITTED FOR APPROVAL BY DESIGN TEAM FIRE PROTECTION ENGINEER WHO IS LICENSED PROFESSIONAL ENGINEER (IN FIRE PROTECTION ENGINEERING) (DTFPEPE) AND GSA

REGIONAL FIRE PROTECTION ENGINEER (GSARFPE).

3. CEASE OPERATION IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED. PERFORM TEMPORARY CORRECTIVE MEASURES UNTIL

OPERATIONS CAN BE CONTINUED PROPERLY.

4. IN COMPANY OF THE ARCHITECT AND OWNER, THE CONTRACTOR WILL VISIT THE SITE AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED PRIOR TO STARTING THE WORK. CAREFULLY IDENTIFY THE LIMITS OF SELECTIVE DEMOLITION. MARK INTERFACE SURFACES AS REQUIRED TO ENABLE THE WORKMEN TO ALSO IDENTIFY THE ITEMS TO BE REMOVED AND STORED, AS WELL AS THE ITEMS TO BE LEFT IN

PLACE INTACT.

5. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO OTHER TENANTS OF THE BUILDING, THE PUBLIC, NEIGHBORING

BUILDINGS, AND TO ANY OTHER WORK BEING PERFORMED.

6. EXECUTE DEMOLITION WORK TO ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY DEBRIS. CONTRACTOR

WILL TAKE PROTECTIVE MEASURES TO PREVENT DUST FROM GETTING INTO DUCTS.

7. IN THE EVENT OF DEMOLITION OF ITEMS NOT SO SCHEDULED TO BE DEMOLISHED, PROMPTLY REPLACE SUCH ITEMS TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY DAMAGE DONE TO EXISTING FEATURES AS A RESULT OF THIS WORK. DAMAGED ITEMS SHALL BE REPLACED IN KIND AND AT NO ADDITIONAL COST TO THE OWNER.

8. SHORE, BRACE AND SUPPORT EXISTING CONDITIONS AS REQUIRED FOR REMOVAL OF EXISTING CONSTRUCTION OR INSTALLATION OF THE NEW

WORK.

9. COORDINATE THE REMOVAL, RELOCATION, REPLACEMENT, RE-USE, SHUT-OFF, STUB-OFF, CAPPING-OFF OR UPGRADING OF ALL EXISTING PLUMBING, SPRINKLERS (SEE #16 BELOW), HVAC, SECURITY, ELECTRICAL SYSTEMS, AND TELECOM SYSTEMS EQUIPMENT, AND APPURTENANCES - INCLUDING, BUT NOT LIMITED TO , UTILITY LINES, DUCTS, CONNECTIONS, PANELS, VENTS, FANS, ELECTRICAL BASEBOARD HEAT, PIPING , DEVICES, CONTROLS, SWITCHES, OUTLETS, AND CONDUIT DURING THE PHASED CONSTRUCTION AS REQUIRED, AS SCHEDULED OR AS SPECIFIED IN ACCORDANCE WITH ALL LOCAL, MUNICIPAL, STATE CODES AND THE CODES LISTED IN GENERAL DEMOLITION NOTE 15.

10. THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ANY HAZARDOUS MATERIALS AND IN DOING SO SHALL COMPLY WITH ALL APPLICABLE OSHA REGULATIONS AND ALL OTHER FEDERAL, STATE AND LOCAL GUIDELINES REGARDING ASBESTOS-CONTAINING MATERIAL

REMOVAL AND DISPOSAL.

11. OWNER AND ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS OR FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN STRICT ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. OWNER SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR

THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.

12. THE CONTRACTOR SHALL COORDINATE ALL ABOVE CEILING MEP AND STRUCTURAL ELEMENTS PRIOR TO DEMOLITION OF WALLS AND/OR CEILING. THE CONTRACTOR SHALL OBTAIN THE GSA REGIONAL FIRE PROTECTION ENGINEER (GSARFPE) APPROVAL OF NFPA 241 SAFETY PLAN AND FIRE SPRINKLER FOR SHELL COVERAGE SUBMITTAL PRIOR TO START OF CEILING DEMOLITION.

13. COORDINATE, TERMINATE, RELOCATE ALL ASSOCIATED WALL & CEILING ELECTRICAL (TELECOM/POWER OUTLETS, SWITCHING, THERMOSTAT, ETC.) DEVICES THAT ARE LOCATED FOR WALLS & CEILINGS SCHEDULED FOR REMOVAL, GC TO V.I.F. PRIOR TO THE COMMENCEMENT OF WORK.

14. SUBMIT DEMOLITION SCHEDULE FOR APPROVAL INCLUDING SCHEDULE AND METHODS OF CAPPING AND CONTINUING UTILITY SERVICE.

15. THE CONTRACTOR SHALL COMPLY WITH NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS AND 29 CFR 1910.34, COVERAGE AND DEFINITIONS, 29 CFR 1910-35, COMPLIANCE WITH NFPA 101-2009, LIFE SAFETY CODE, 29 CFR 1910-36, DESIGN AND CONSTRUCTION REQUIREMENTS FOR EXIT ROUTES, 29 CFR 1910-37, MAINTENANCE, SAFEGUARDS, AND OPERATIONAL FEATURES FOR EXIT ROUTES. PBS P-100 CHAPTER 7, 2009. THE CONTRACTOR SHALL ALSO COMPLY WITH THE GSA IMPAIRMENT PLAN GUIDE

ATTACHED TO THE SPECIFICATION 13195, WET PIPE SPRINKLER SYSTEM.

16. FIRE SPRINKLER SYSTEM SHALL BE RETURNED TO UPRIGHT SPRINKLER HEAD COVERAGE CONSISTENT WITH BUILDING SHELL COVERAGE PER

NFPA 13.

17. CONTRACTOR SHALL CONSTRUCT TEMPORARY BARRIER IN ACCORDANCE WITH DUST CONTROL PROVISIONS, REVIEW WITH GSA PROJECT

MANAGER FOR FINAL APPROVAL.

18. 2X2 ACT CEILING TILES, WHERE SCHEDULED FOR REMOVAL, TO BE CAREFULLY REMOVED AND STORED FOR REUSE IN NEW CEILING

CONFIGURATION.

19. ALL FIRE ALARM NOTIFICATION DEVICES, EXIT SIGNAGE AND EMERGENCY LIGHTING TO REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION UNTIL WHICH POINT THAT NEW FIRE ALARM SPEAKER STROBE DEVICES ARE READY TO BE INSTALLED AND ACTIVATED.

GENERAL DEMOLITION NOTES:

REFER TO PROJECT COORDINATION SPECIFICATION

1. THE FLOOR WILL REMAIN OCCUPIED DURING DEMOLITION ACTIVITIES.

NOISE CONTROL PROVISIONS ARE REQUIRED TO ENSURE AGAINST

DISTURBANCE OR DISRUPTION OF WORK ACTIVITIES OF THE TENANTS ON

THIS FLOOR, AND THOSE ON THE FLOORS ABOVE AND BELOW.

2. ANY PROPOSED INTERRUPTION TO TENANT OPERATIONS DURING

DEMOLITION MUST HAVE PRIOR APPROVAL FROM THE GSA BUILDING

MANAGER WITH A MINIMUM OF 72 HOURS ADVANCE NOTICE.

3. THE DEMOLITION SUBCONTRACTOR SHALL ADOPT QUIETER TYPES OF

DEMOLITION AS IS PRACTICAL BY USING POWER TOOLS EQUIPPED WITH

SILENCERS.

4. THE GC SHALL COORDINATE REASONABLE HOURS OF WORKING FOR

NOISY OPERATIONS WITH THE GSA BUILDING MANAGER. SOME WORK WILL

HAVE TO BE DONE AFTER-HOURS OR ON WEEKENDS.

5. THE GC SHALL PROVIDE PROVISIONS TO ENSURE AGAINST SOUND AND

VIBRATION NOISE TO TENANTS ON THIS FLOOR, AND THOSE ON THE FLOORS

ABOVE AND BELOW.

NOISE CONTROL PROVISIONS:

REFER TO PROJECT COORDINATION SPECIFICATION

1. THE FLOOR WILL REMAIN PARTIALLY OCCUPIED DURING DEMOLITION

ACTIVITIES. DUST CONTROL PROVISIONS ARE REQUIRED TO ENSURE

AGAINST MIGRATION OF ALL DUST AND DEMOLITION DEBRIS TO

OCCUPIED SPACES.

2. THE GC SHALL PROVIDE A DOUBLE CONTAINMENT POLY (MIN 6 MIL) AT

ALL ENTRY AND EGRESS PATHS IN AND OUT OF THE LIMIT OF WORK AREA.

REPLACE AS OFTEN AS NEEDED TO ENSURE AGAINST MIGRATION OF DUST

AND CONSTRUCTION DEBRIS OUTSIDE OF THE WORK AREA. THE

CONTRACTOR SHALL COMPLY WITH THE MARKING OF EGRESS IN

ACCORDANCE WITH THE CODE REQUIREMENT THROUGHOUT THE

DEMOLITION.

3. THE GC SHALL PROVIDE DAILY REMOVAL OF ALL DEMOLITION DEBRIS.

DO NOT STORE ANY DEMOLITION DEBRIS ON THE FLOOR OVERNIGHT.

4. THE GC SHALL MAINTAIN A CLEAN AND SAFE WORK AREA

THROUGHOUT THE PERIOD OF DEMOLITION. THE GC SHALL, AT THE END

OF EACH WORK DAY, REMOVE ALL DEMOLITION DEBRIS AND HAZARDOUS

AND POTENTIALLY DANGEROUS MATERIALS USED IN THE WORK.

5. THE GC SHALL COLLECT CONSTRUCTION MATERIAL AND DEBRIS

FREQUENTLY AND DISPOSE OF OR RECYCLE DEBRIS AND REFUSE AWAY

FROM THE CENTER IN A LAWFUL MANNER.

6. THE GC SHALL CLEAN THE EXTERIOR PUBLIC AREAS IMPACTED BY

CONSTRUCTION DUST, DIRT AND DEBRIS ON A DAILY BASIS. THE GC

SHALL BE RESPONSIBLE FOR ALL FEES, PERMITS, ETC., REQUIRED FOR

WASTE DISPOSAL.

DUST CONTROL PROVISIONS:

R

EF

LIFE SAFETY PLAN LEGEND:

FIRE EXTINGUISHER

ILLUMINATED EXIT SIGN

PATH OF EGRESS TRAVEL

FE

CEILING/WALL MOUNTED SPEAKER/STROBE

1 HOUR RATED PARTITION

F

4 5 6 7 8 9 10 11 12

G

H

J

K

L

AREA PORT

DIRECTOR

APD

CONFERENCE

ROOM

APD SUITE

OPEN OFFICE

FP&F PROCESS

ROOM

ASST AREA

PORT

DIRECTOR

IMPORT

SUPERVISOR

IMPORT

SUPERVISOR

CORRIDOR

OPEN OFFICE

CONFERENCE

ROOM

BREAK ROOM

NTEU

CORRIDOR

MEDIUM DENSITY

FILE ROOM

IMPORT

SUPERVISOR

DOCUMENT

HANDLING ROOM

C O

R R

ID

O

R

FP&F OFFICER

OFFICE

TE

LE

W

IR

IN

G

C

LO

SE

T

ENTRY

SUPERVISOR

PARALEGAL

SPEC OFFICE

ENTRY

SUPERVISOR

C O

R R

ID

O

R

VISITOR

OFFICE

SECO

OPEN OFFICE

SUPPLIES/GENERAL

STORAGE ROOM

CONFERENCE

ROOM

PUBLIC ENTRY

COUNTER

CASHIER'S

OFFICE

LACTATION ROOM

PIV CARD

STATION

ELEC

TELE

STAIR #2

M

IN

3'

8" 130'111'

128'

81'

73'

FE

FE

F F

F

F

F

F

F

F F

F

F

F F

F F

FFF

F

F

F

F

FF

FF

F

F

F

FF

F

F

F

F

F

F

F

A/E CON. NO.

SHEET SIZE: 30x42

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A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

STREET

CITY / ST. / ZIP

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

BBIX, L.L.C.

GENERAL SERVICES ADMINISTRATION

NEW ENGLAND REGION (REGION 1)

PROPERTY OF THE UNITED

STATES GOVERNMENT FOR

OFFICIAL USE ONLY

GS-01P-09-BW-D-0037

BUILDING

NORTH

PROJECT

SPACE

10TH FLOOR

THOMAS P. O'NEILL FED. BUILDING

10 CAUSEWAY STREET

BOSTON, MA 02222

LIFE SAFETY PLAN AND CODE REVIEW

SIXTH FLOOR RENOVATION -

CUSTOMS & BORDER PROTECTION

JD

MS

11/30/2012

A001

FINAL AMENDMENT DOCUMENTS

JAMES MICHIENZI

2009 IBC - ICC INTERNATIONAL CODE

ADAAG - ADA ACCESSIBILITY GUIDELINES

NFPA 101-2009, NFPA 72-2012, NFPA 13-2012

PBS P100 - NOV. 2010 EDITION

BUILDING OCCUPANCY PER IBC BUSINESS GROUP B

BUILDING FLOOR AREA

BUSINESS 14278 SF

TOTAL BUILDING FLOOR AREA 14278 SF

REQUIRED RATING

MEDIUM DENSITY FILE ROOM 1 HOUR RATED PARTITION

AUTOMATIC SPRINKLER SYSTEM PROVIDED THROUGHOUT

OCCUPANT LOAD FACTOR

BUSINESS 100 SF/PERSON

OCCUPANT LOAD FLOOR AREA OCCUPANT

BUSINESS 14278 SF @ 100 GROSS = 143

EXITS REQUIRED MINIMUM ACTUAL

BUSINESS 2 2

MAX. ALLOWABLE TRAVEL DISTANCE

SHALL NOT EXCEED 300' (SPRINKLERED)

MAXIMUM ALLOWABLE DEAD END 50'

MAXIMUM ALLOWABLE COMMON MAXIMUM ACTUAL

PATH OF TRAVEL 100' 42'

LIFE SAFETY CODE SUMMARY:

1/8" = 1'-0"1 6TH FLOOR LIFE SAFETY PLAN

1/4" MIN. FIRESTOPPING

FILL MATERIAL APPLIED

ON BOTH SIDES OF

PARTITION

DEFLECTION TRACK

DEFLECTION TRACK

1/4" MIN. FIRESTOPPING

FILL MATERIAL APPLIED

ON BOTH SIDES OF

PARTITION

CONCRETE FILLED DECKING

3 5/8", 20 GA. METAL STUD

5/8" TYPE "X" GWB.

UL DESIGN SYSTEM

No. HW-D-0103

DEFLECTION TRACK DETAIL AT RATED AND SMOKE ENCLOSURE CONDITIONS

RATED WALL HORIZONTAL TO DECK FLUTES RATED WALL PERPENDICULAR TO DECK FLUTES 3'

4"

5'

6"

1'

6"

4'

0"

6'

8"

FIRE PULL

FIRE HORN

CL -ALIGN - FIRE PULL & FIRE HORN

CL DOOR & EXIT LIGHT

EXIT SIGN FIELD

LOCATE CONSULT

ARCHITECT FOR FINAL

LAYOUT APPROVAL

THERMOSTAT

(ALIGN CENTER WITH

LIGHT SWITCH IN

OFFICE AND

CONFERENCE

LOCATIONS)

FIRE

EXTINGUISHER

LIGHT

SWITCH

OUTLET

(DATA & POWER)

6"

OFFICE

DIMENSION LINE

PARTITION TAG

SYMBOL LEGEND

NORTH ARROW

BREAK MARK

GRID LINE

ELEVATION/DETAIL

TITLE REFERENCE

ROOM DESIGNATION

ROOM NUMBER

PLAN DETAIL TAG

SECTION CUT TAG

COLUMN DESIGNATION

ELEVATION DESIGNATION

X'-X"

X'-X"

X'-X"

DOOR AND DOOR

TAG

SCALE:

XX SF SQUARE FOOTAGE (IF USED)

XX

X

X

XXXX

x

A

ACT

ADA

ADJ

AFF

AL

ALT

AP

ARCH

AUTO

B

BD

BIT

BLDG

BL

BM

BR

BSMT

BTW

C

CAB

CPT

CER

CFCI

CFOI

CG

CJ

CLO

CLR

CMU

COL

COMB

CON

CONC

COND

CONF

CONN

CONT

CONST

COOD

CORR

CW

D

DBL

DEG

DEMO

DEPT

DET

DF

DIA

DIAG

DIFF

DIM

DIR

DN

DR

DS

DTFPEPE

DW

DWG

E

EA

EJ

EL

ELEC

ELEV

EMG

EMP

ENCL

EOAE

ES

EQ

EQUIP

EXH

EX

EXT

A

ACOUSTIC CEILING TILE

AMERICANS WITH DISABILITIES ACT

ADJUSTABLE

ABOVE FINISH FLOOR

ALUMINUM

ALTERNATE

ACCESS PANEL

ARCHITECTURAL

AUTOMATIC

B

BOARD

BITUMINOUS

BUILDING

BLOCKING

BEAM

BRICK

BASEMENT

BETWEEN

C

CABINET

CARPET

CERAMIC

CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CONTRACTOR FURNISHED OWNER INSTALLED

CORNER GUARD

CONTROL JOINT

CLOSET

CLEAR

CONCRETE MASONRY UNIT

COLUMN

COMBUSTIBLE

CONDITION

CONCRETE

CONDUIT

CONFERENCE

CONNECTION

CONTINUOUS

CONSTRUCTION

COORDINATE

CORRIDOR

COLD WATER

D

DOUBLE

DEGREE

DEMOLISH

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIFFUSER

DIMENSION

DIRECTOR

DOWN

DOOR

DOWNSPOUT

DESIGN TEAM FIRE PROTECTION ENGINEER

PROFESSIONAL ENGINEER

DISH WASHER

DRAWING

E

EACH

EXPANSION JOINT

ELEVATION

ELECTRIC

ELEVATOR

EMERGENCY

EMERGENCY POWER

ENCLOSED

EQUIVALENT OR APPROVED EQUAL

EACH SIDE

EQUAL

EQUIPMENT

EXHAUST

EXISTING

EXTERIOR

M

MFR

MIN

MIR

MISC

MLDG

MLWK

MO

MOD

MT

MTD

MTL

MUL

N N

NIC

NO

NTS

O

OA

OAE

OC

OD

OFCI

OFF

OFOI

OH

OPP

P

PBD

PCC

PED

PERF

PER

PERM

PERP

PG

PH

PL

P-LAM

PLWD

PNL

POL

PORT

PRNT

PROJ

PROP

PT

PTD

PTW

PAV

PWR

Q

QT

QTR

QUAN

R R

RB

RCP

RECP

RECT

RECV

REQ

RES

RET

REV

RFPE

RM

RND

RO

RTU

M

MANUFACTURER

MINIMUM

MIRROR

MISCELLANEOUS

MOULDING

MILLWORK

MASONRY OPENING

MODULAR

MOUNT

MOUNTED

METAL

MULLION

N

NORTH

NOT IN CONTRACT

NUMBER

NOT TO SCALE

O

OVERALL

OR APPROVED EQUAL

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED CONTRACTOR INSTALLED

OFFICE

OWNER FURNISHED OWNER INSTALLED

OPPOSITE HAND

OPPOSITE

P

PARTICLEBOARD

PRECAST CONCRETE

PEDESTAL

PERFORATED

PERIMETER

PERMANENT

PERPENDICULAR

PLATE GLASS

PHASE

PLATE

PLASTIC LAMINATE

PLYWOOD

PANEL

POLISHED

PORTABLE

PRINTER

PROJECT

PROPERTIES

PRESSURE TREATED

PAINTED

PRESSURE TREATED WOOD

PAVEMENT

POWER

Q

QUARRY TILE

QUARTER

QUANTITY

R

RADIUS

RUBBER BASE

REFLECTED CEILING PLAN

RECEPTION

RECTANGULAR

RECEIVING

REQUIRED

RESILIENT

RETURN

REVISION

REGIONAL FIRE PROTECTION ENGINEER

ROOM

ROUND

ROUGH OPENING

ROOF TOP UNIT

S

SAN

SB

SC

SCHED

SD

SDT

SECT

SF

SGPL

SHEA

SHT

SI

SIM

SPEC

SPK

SPC

SQ

SS

STD

STL

STOR

STR

STRUC

SUP

SURF

SV

SYM

SYN

T T1 T2

TF

TBD

TEL

TEMP

T&G

TO

TOIL

TOL

TRD

TWS

TYP

U

UBC

UON

U.S.

V

VP

VAR

VB

VCT

VERT

VEST

VIF

W W/ W/O

WD

WDC

W/D

WIN

WG

WH

WK

S

SANITARY

BACKPAINTED SPANDREL INSULATING GLASS

SOLID CORE

SCHEDULE

SOAP DISPENSER

STATIC DISSIPATIVE TILE

SECTION

SQUARE FEET

STRUCTURAL GRADE PLASTIC LUMBER

SHEATHING

SHEET

SPANDREL INSULATING GLASS

SIMILAR

SPECIFICATION

SPEAKER

SPECIAL

SQUARE

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRAIGHT

STRUCTURAL

SUPPORT

SURFACE

SHEET VINYL

SYMMETRICAL

SYNTHETIC

T

TEMPERED GLASS

TEMPERED INSULATING GLASS

TEMPERED INSULATING W/ APPLIED FILM

TO BE DETERMINED

TELEPHONE

TEMPORARY

TONGUE AND GROOVE

TOP OF

TOILET

TOLERANCE

TREAD

TEACHER WORK STATION

TYPICAL

U

UNIFORM BUILDING CODE

UNLESS OTHERWISE NOTED

UNDERSIDE OF STRUCTURE

V

VAPOR

VARIABLE

VINYL BASE

VINYL COMPOSITE TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

W

WITH

WITHOUT

WOOD

WOOD W/ COPPER CLADDING

WASHER/DRYER

WINDOW

WIRE GLASS

WATER HEATER

WORK

F

FA

FDN

FE

FEC

FF

FHC

FIN

FLASH

FLEX

FLR

FLOUR

FP

FPEPE

FRZ

FT

FURR

G

GALV

GB

GC

GL

GRND

GWB

GYP

H

HC

HCWD

HDWD

HDWR

HDR

HM

HORZ

HR

HT

HTR

HVAC

HW

I

IBC

ID

IN

INCD

INCL

INFO

INSUL

INT

J

JAN

K

KD

KO

KP

L

LAB

LAUN

LAV

LF

LIN

LT

M

MAS

MAT

MAX

MDF

MDO

MDX

MECH

F

FIRE ALARM

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FIRE HOSE CABINET

FINISHED

FLASHING

FLEXIBLE

FLOOR

FLUORESCENT

FIRE PROOFING

FIRE PROTECTION ENGINEER/PROF. ENGINEER

FREEZER

FEET,FOOT

FURRING

G

GALVANIZED

GRAB BAR

GENERAL CONTRACTOR

GLASS

GROUND

GYPSUM WALLBOARD

GYPSUM

H

HANDICAP

HOLLOW CORE WOOD

HARDWOOD

HARDWARE

HEADER

HOLLOW METAL

HORIZONTAL

HOUR

HEIGHT

HEATER

HEATING, VENTILATION, AIR CONDITIONING

HOT WATER

I

INTERNATIONAL BUILDING CODE

INSIDE DIAMETER

INCH

INCANDESCENT

INCLUDED

INFORMATION

INSULATION

INTERIOR

J

JANITOR

K

KNOCK DOWN

KNOCK OUT

KICK PLATE

L

LABORATORY

LAUNDRY

LAVATORY

LINEAR FEET

LINEAR

LIGHT

M

MASONRY

MATERIAL

MAXIMUM

MEDIUM DENSITY FIBERBOARD

MEDIUM DENSITY OVERLAY

MEDIUM DENSITY OVERLAY EXTERIOR GRADE

MECHANICAL

ARCHITECTURAL ABBREVIATIONS LIST:

1" COMPRESSIBLE NEOPRENE

GASKET

3 5/8" MTL STUD 20 GA.

5/8" GWB

SOUND ATT. BATT

INSULATION

EXISTING GLAZING

PROFILE OF SILL BELOW

(HEADER ABOVE SIMILAR)

CORNER

BEAD WITH

COMPOUND

FU

LL

H

EI

G

H T

W

AL

L R

EF

ER

T O

/D

W

AL

L

IN

FI

LL

R

ES

TS

O

N S

IL

L

AN

D

A

TT

AC

H

ES

TO

H

EA

D

ER

5/8" GWB FULL HEIGHT BOTH SIDES - PRIME &

PAINT - MOISTURE RESISTANT IN DAMP AREAS

4" BASE REFER TO SPECS FOR PROFILE AND

COLOR, TYPICAL.

NEW/REWORKED

ACOUSTICAL

CEILING TILE

3 5/8" 20 GAUGE MTL. STUDS @ 16" O.C.

UNDERSIDE OF

STRUCTURAL DECK

CONTINUOUS 3 5/8" METAL STUD TRACK

SECURE TRACK TO FLOOR WITH POWDER

ACTUATED FASTENERS - TYPICAL ALL

NEW PARTITIONS

FLOOR LINE

APPLY TAPE AND

JOINT COMPOUND

AT ALL JOINTS TO

ACHIEVE A SMOOTH

FLAT SURFACE

12 GA. HANGER WIRE

ANCHORED TO

STRUCTURE ABOVE

6"

NEW ACT EDGE GRID EACH SIDE - ENTIRE LENGTH OF

NEW WALL. TYP BOTH SIDES OF PARTITION.FRICTION FIT SOUND

BATT INSULATION @

EACH STUD SPACE

5/8" GWB

4" BASE REFER TO SPECS FOR PROFILE AND

COLOR, TYPICAL.

NEW/REWORKED

ACOUSTICAL

CEILING TILE

3 5/8" 20 GAUGE MTL. STUDS @ 16" O.C.

UNDERSIDE OF

STRUCTURAL DECK

CONTINUOUS 3 5/8" METAL STUD TRACK

SECURE TRACK TO FLOOR WITH POWDER

ACTUATED FASTENERS - TYPICAL ALL

NEW PARTITIONS

NEW ACT EDGE GRID EACH

SIDE - ENTIRE LENGTH OF

NEW WALL - TYP. BOTH

SIDES OF PARTITION

FLOOR LINE

APPLY TAPE AND

JOINT COMPOUND

AT ALL JOINTS TO

ACHIEVE A SMOOTH

FLAT SURFACE

FRICTION FIT SOUND

BATT INSULATION @

EACH STUD SPACE

CONTINUOUS FIRE &

SMOKE SEALANT TO BOTH

SIDES OF STEEL RUNNERS

(TOP & BOTTOM)

3-5/8" X 20 GA SLIP TRACK

CONNECTION, TYP.

NOTE: PROTECT AND SEAL

ALL PENETRATIONS

THROUGH A RATED WALL

WITH AN APPROVED

THROUGH-PENETRATION

FIRESTOP SYSTEM

PARTITION TYPE 2A - 5/8" GWB ON ONE SIDE ONLY

PARTITION TYPE 2B - 1 HR RATED W/ 5/8" TYPE X GWB TYPICAL

5/8" TYPE X GWB

4" BASE REFER TO SPECS FOR PROFILE AND

COLOR, TYPICAL.

NEW/REWORKED

ACOUSTICAL

CEILING TILE

3 5/8" 20 GAUGE MTL. STUDS @ 16" O.C.

UNDERSIDE OF

STRUCTURAL DECK

CONTINUOUS 3 5/8" METAL STUD TRACK

SECURE TRACK TO FLOOR WITH POWDER

ACTUATED FASTENERS - TYPICAL ALL

NEW PARTITIONS

NEW ACT EDGE GRID EACH

SIDE - ENTIRE LENGTH OF

NEW WALL - TYP. BOTH

SIDES OF PARTITION

FLOOR LINE

APPLY TAPE AND JOINT

COMPOUND AT ALL JOINTS

TO ACHIEVE A SMOOTH FLAT

SURFACE

FRICTION FIT SOUND

BATT INSULATION @

EACH STUD SPACE

CONTINUOUS FIRE &

SMOKE SEALANT TO BOTH

SIDES OF STEEL RUNNERS

(TOP & BOTTOM)

3-5/8" X 20 GA SLIP TRACK

CONNECTION, TYP.

NOTE: PROTECT AND SEAL

ALL PENETRATIONS

THROUGH A RATED WALL

WITH AN APPROVED

THROUGH-PENETRATION

FIRESTOP SYSTEM

9 GA 1 1/2" X 2" DIAMOND MESH

GRID EXPANDED METAL

REINFORCING. MECHANICALLY

FASTEN W/ TAMPERPROOF

FASTENERS HORIZONTALLY AND

VERTICALLY @ 6" INTERVALS.

MESH SPLICE SHALL OCCUR AT

STUDS ONLY.

EXISTING GWB

EXISTING WALL CONSTRUCTION

UNDERSIDE OF

STRUCTURAL DECK

NEW ACT EDGE GRID EACH SIDE -

ENTIRE LENGTH OF NEW WALL -

TYP. BOTH SIDES OF PARTITION

FLOOR LINE

APPLY TAPE AND JOINT COMPOUND

AT ALL JOINTS TO ACHIEVE A

SMOOTH FLAT SURFACE

CONTINUOUS FIRE &

SMOKE SEALANT TO BOTH

SIDES OF STEEL RUNNERS

(TOP & BOTTOM)

NOTE: PROTECT AND SEAL

ALL PENETRATIONS

THROUGH A RATED WALL

WITH AN APPROVED

THROUGH-PENETRATION

FIRESTOP SYSTEM

9 GA 1 1/2" X 2" DIAMOND MESH GRID

EXPANDED METAL REINFORCING.

MECHANICALLY FASTEN W/

TAMPERPROOF FASTENERS

HORIZONTALLY AND VERTICALLY @ 6"

INTERVALS. MESH SPLICE SHALL

OCCUR AT STUDS ONLY.

A/E CON. NO.

SHEET SIZE: 30x42

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A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

STREET

CITY / ST. / ZIP

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

BBIX, L.L.C.

GENERAL SERVICES ADMINISTRATION

NEW ENGLAND REGION (REGION 1)

PROPERTY OF THE UNITED

STATES GOVERNMENT FOR

OFFICIAL USE ONLY

GS-01P-09-BW-D-0037

BUILDING

NORTH

PROJECT

SPACE

10TH FLOOR

THOMAS P. O'NEILL FED. BUILDING

10 CAUSEWAY STREET

BOSTON, MA 02222

PARTITION TYPES AND GENERAL INFO

SIXTH FLOOR RENOVATION -

CUSTOMS & BORDER PROTECTION

JD

MS

11/30/2012

A002

FINAL AMENDMENT DOCUMENTS

JAMES MICHIENZI

1/2" = 1'-0"6 TYPICAL MOUNTING HEIGHTS

1 1/2" = 1'-0"4 DETAIL - WALL TO WINDOW MULLION

3" = 1'-0"5 TYPICAL DEFLECTION TRACK DETAIL AT RATED AND SMOKE ENCLOSURE CONDITIONS

1 1/2" = 1'-0"

PARTITION TYPE 1 - 6" ABOVE CEILING1 1 1/2" = 1'-0"

PARTITION TYPE 2 - FULL HEIGHT2 1 1/2" = 1'-0"

PARTITION TYPE 3 - SECURITY WALL3 1 1/2" = 1'-0"

PARTITION TYPE 3A - SECURITY MESH ON EXISTING WALL3A

EF

4 5 6 7 8 9 10 11 12

G

H

J

K

L

AREA PORT

DIRECTOR

APD

CONFERENCE

ROOM

APD SUITE

OPEN OFFICE

FP&F PROCESS

ROOM

ASST AREA

PORT

DIRECTOR

IMPORT

SUPERVISOR

IMPORT

SUPERVISOR

CORRIDOR

OPEN OFFICE

CONFERENCE

ROOM

BREAK ROOM

NTEU

CORRIDOR

MEDIUM DENSITY

FILE ROOM

IMPORT

SUPERVISOR

DOCUMENT

HANDLING ROOM

CORRIDOR

FP&F OFFICER

OFFICE

TELE WIRING

CLOSET

ENTRY

SUPERVISOR

PARALEGAL

SPEC OFFICE

ENTRY

SUPERVISOR

C O

R R

ID

O

R

VISITOR

OFFICE

SECO

OPEN OFFICE

SUPPLIES/GENERAL

STORAGE ROOM

CONFERENCE

ROOM

PUBLIC ENTRY

COUNTER

CASHIER'S

OFFICE

LACTATION ROOM

PIV CARD

STATION

ELEC

TELE

STAIR #2

6 7 8

15 16

A

A

5' - 0"

7'

6"

ALIGN

ALIGN

5' - 0"

ALIGN

4' - 1 1/2"6' - 10 1/2"EQ EQ

EQ

EQ

ALIGN

EQ

EQ

1"

ALIGN

ALIGN

H O

LD

3'

8"

H O

LD

3'

8"

ALIGN

8'

3" 2'

0"

5'

0"

1'

0" V

.I.

F.

5'

0"

ALIGN

7'

0"

7' - 6" 7'

0"

3'

0"

ALIGN

ALIGN

DIM. WITH FURN. VENDOR

HOLD 16' - 6" CONFIRM

ALIGN

1' - 0"

3'

8"

ALIGN

ALIGN

4'

6"

2' - 7"135.00°

C O

N

FI

R M

W

IT

H E

XI

ST

IN

G

C

AB

IN

ET

S

" C

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AR

M

IN

IM

U

M

ALIGN

90.00°

A3023

A3022

4'

7"

ALIGN

3' - 0"

13' - 9 1/2" V.I.F.

2B

2B 2B

2B

3 2

A002

TYP. AT

ALL SIM.

LOCATIONS

18" HOLD

2B

A301

A3021

EXISTING F.C.U.

2A2A

EX

3A3A3A

3A

4' - 0"

ENTRY CORRIDOR

B

A302

A301

SIM

3A

WALL ABOVE

AND TO SIDE

OF DOOR TO

BE PARTITION

TYPE 3

2 1

3A

A/E CON. NO.

SHEET SIZE: 30x42

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A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

STREET

CITY / ST. / ZIP

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

BBIX, L.L.C.

GENERAL SERVICES ADMINISTRATION

NEW ENGLAND REGION (REGION 1)

PROPERTY OF THE UNITED

STATES GOVERNMENT FOR

OFFICIAL USE ONLY

GS-01P-09-BW-D-0037

BUILDING

NORTH

PROJECT

SPACE

10TH FLOOR

THOMAS P. O'NEILL FED. BUILDING

10 CAUSEWAY STREET

BOSTON, MA 02222

6TH FLOOR PLAN

SIXTH FLOOR RENOVATION -

CUSTOMS & BORDER PROTECTION

JD

MS

11/30/2012

A101

FINAL AMENDMENT DOCUMENTS

JAMES MICHIENZI

1/8" = 1'-0"4 6TH FLOOR PLAN

GENERAL NOTES

1. ALL PARTITIONS TO BE TYPE "1" - U.O.N.

2. DO NOT SCALE DRAWINGS, REFER TO WRITTEN DIMENSIONS, WHERE WRITTEN DIMENSIONS ARE NOT

PROVIDED CONSULT ARCHITECT PRIOR TO AFFECTING WORK IN THAT AREA.

3. SEAL NEW AND EXISTING PENETRATIONS THROUGH EXISTING RATED PARTITIONS AND FLOORS TIGHTLY TO MAINTAIN FIRE RATINGS REQUIRED, SEAL TIGHT AROUND PIPING, CONDUITS AND DUCTS. APPLY PENETRATIONS

THROUGH PARTITIONS AND FLOORS WITH APPROVED FIRE/SMOKE STOPPING SYSTEM.

4. PROVIDE DEFLECTION TRACK AT PARTITION WHICH TERMINATES AT UNDERSIDE OF EXISTING STRUCTURE.

5. FACE OF WALL FINISH AT FILLED WALLS SHALL BE FLUSH WITH THE FACE OF EXISTING ADJACENT WALL.

6. ALL DIMENSIONS ARE FROM FACE OF EXISTING WALL TO FACE OF NEW PARTITION WALLS.

7. CONTRACTOR SHALL VERIFY ALL HOLLOW METAL FRAME THROAT DIMENSIONS PRIOR TO INSTALLATION OF

DOORS.

8. CONTRACTOR SHALL LAYOUT, ON CONCRETE, LOCATIONS OF ALL INTERIOR PARTITIONS AND WORK STATIONS PRIOR TO THE START OF FRAMING, CONSULT ARCHITECT WITH ANY QUESTIONS OR FIELD

DISCREPANCIES PRIOR TO COMMENCING WORK. LAYOUT TO BE APPROVED BY GSA.

9. CONCRETE SLAB TO BE PROPERLY FLASHED AND LEVELED TO MEET MANUFACTURER'S RECOMMENDATIONS FOR ALL SPECIFIED FLOORING PRODUCTS PRIOR TO INSTALLATION OF FLOORING MATERIALS. SLAB MUST BE STRUCTURALLY SOUND, FREE OF ALL DIRT, DUST, SEALING COMPOUND, AND OTHER SURFACE CONTAMINANTS PRIOR TO INSTALLATION. MAXIMUM VARIATION IN CONCRETE SLAB SHALL NOT EXCEED 1/8" IN 10'-0". CRACKS OF 1/8" OR MORE, HOLES AND OTHER UNEVENNESS MUST BE FILLED WITH LATEX BASED FLOOR FILLER. HIGH SPOTS MUST BE LEVELED. FLOOR MUST BE SWEPT CLEAN, WET MOPPED WITH WARM WATER, AND SWEPT

AGAIN. IF SWEEPING LEAVES RESIDUE, FLOORS SHALL BE VACUUMED.

10. ALL SADDLES, VINYL THRESHOLDS, AND/OR REDUCING STRIPS TO BE FURNISHED AND INSTALLED BY THE FLOORING CONTRACTOR. FLOORING CONTRACTOR TO SUBMIT SAMPLES FOR ARCHITECT AND AGENCY

APPROVAL PRIOR TO ORDER AND INSTALLATION.

11. FLOORING CONTRACTOR SHALL INSPECT THE SUBFLOOR BEFORE COMMENCEMENT OF THE WORK. HE SHALL NOTIFY THE AGENCY IN WRITING OF ANY CONDITIONS WHICH WILL PREVENT HIM FROM PRODUCING

SATISFACTORY FINISHED WORK.

12. FLOORING CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY UNACCEPTABLE FINISH WORK

CAUSED BY SUBFLOOR CONDITIONS.

13. REAPPLY/PATCH ALL AREAS WHERE SPRAY ON FIRE-PROOFING HAS BEEN REMOVED DURING DEMOLITION

OR CONSTRUCTION.

14. ALL DOORS TO BE LOCATED 4" FROM ADJACENT PARTITION TO DOOR HINGE, U.O.N.

15. CONTRACTOR TO COORDINATE AND INSTALL FIRE RETARDANT WALL BLOCKING AT EQUIPMENT AND VIDEO

WALL MONITOR LOCATIONS. COORDINATE WITH TELE DATA DRAWINGS.

16. NEW INTERIOR PARTITIONS RUNNING PERPENDICULAR TO PERIMETER TO BE CENTERED ON EXISTING

WINDOW MULLION, UNLESS OTHERWISE NOTED.

17. CONTRACTOR SHALL REINSTALL CLEANED AND STORED WINDOW TREATMENT IN SCOPE OF WORK AREAS.

REFER TO D101 GENERAL DEMOLITION NOTE 20.

4 5 6 7 8 9 10 11 12

G

H

J

K

L

ALIGN

ALIGN

P3

THIS AREA AND CORRIDOR

P3

P2

P2

P3

P3

P3

P2

END P3 AT THIS CORNER

P3 PAINT TO COVER FRONT OF

GWB SOFFIT FOR CONTINUOUS

COLOR AT THIS LOCATION

P3 P3

P2

A401

TYP. AT ALL SIM.

LOCATIONS

A401

TYP. AT ALL SIM.

LOCATIONS

CPT1 - GENERAL - CARPET TILE

-NUMBER INDICATES EXTENT OF WALL FINISH. REFER

TO LEGEND & SPECIFICATIONSP#

FINISH PLAN LEGEND

- P1 - GENERAL WALL EGGSHELL FINISH, TYP U.O.N. REFER TO SPEC FOR COLOR

- P4 - PAINTED HOLLOW METAL DOORS & FRAMES - SEMI-GLOSS FINISH

- P5 - CEILING/SOFFIT

NOTES:

1. ALL WALLS TO BE PAINTED "P1" - U.O.N.

2. ALL GWB CEILINGS TO BE PAINTED "P5" FLAT - U.O.N.

3. ALL BASEBOARD HEATERS AND FAN COIL UNITS TO BE CLEANED, PRIMED, AND PAINTED. FINISH

TO MATCH ADJACENT WALL.

4. REFER TO SPECIFICATIONS FOR SELECTIONS:

SECTION 09910 FOR PAINT

SECTION 09650 FOR RESILIENT FLOORING

SECTION 09680 FOR CARPET

SECTION 06400 FOR ARCHITECTURAL MILLWORK

SECTION 08212 FOR FLUSH WOOD DOORS

5. ALL FLOORING MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOOR WHEN

CLOSED. TRANSITIONS THAT OCCUR IN AREAS THAT DO NOT HAVE A DOOR, SHALL OCCUR AS

NOTED ON THE PLAN.

6. ALL FLOORING MATERIAL TRANSITIONS THAT HAVE A CHANGE OF HEIGHT (EX. CARPET TILE TO VCT, BUT NOT LIMITED TO THIS EXAMPLE), SHALL RECEIVE AN ADA COMPLIANT METAL TRANSITION

STRIP, SCHLUTER DECO OR RENO SERIES, OR APPROVED EQUAL.

7. ALL FLOORING TO BE CARPET TILE, CPT1, UNLESS OTHERWISE NOTED.

- P2 - GENERAL WALL EGGSHELL FINISH, ACCENT REFER TO SPEC FOR COLOR

- P3 - GENERAL WALL EGGSHELL FINISH, ACCENT 2 REFER TO SPEC FOR COLOR

VCT - VINYL COMPOSITE TILE

SDT - STATIC DISSIPATIVE TILE

EXISTING FLOORING TO REMAIN,

CONTRACTOR TO REPLACE TO

MATCH EXISTING AS REQUIRED

BY DEMOLITION WORK

CARPET TO MATCH EXISTING

LOBBY FLOORING

NOT IN SCOPE OF WORK

CPT2 - ACCENT - CARPET TILE

MCT - MARMOLEUM COMPOSITE TILE

A/E CON. NO.

SHEET SIZE: 30x42

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PRIME A/E

SUB A/E

CONSTR. CON.

NAME

STREET

CITY / ST. / ZIP

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

BBIX, L.L.C.

GENERAL SERVICES ADMINISTRATION

NEW ENGLAND REGION (REGION 1)

PROPERTY OF THE UNITED

STATES GOVERNMENT FOR

OFFICIAL USE ONLY

GS-01P-09-BW-D-0037

BUILDING

NORTH

PROJECT

SPACE

10TH FLOOR

THOMAS P. O'NEILL FED. BUILDING

10 CAUSEWAY STREET

BOSTON, MA 02222

6TH FLOOR FINISH PLAN

SIXTH FLOOR RENOVATION -

CUSTOMS & BORDER PROTECTION

JD

MS

11/30/2012

A102

FINAL AMENDMENT DOCUMENTS

JAMES MICHIENZI

1/8" = 1'-0"1 6TH FLOOR FINISH PLAN

G

H

J

K

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AREA PORT

DIRECTOR

APD

CONFERENCE

ROOM

APD SUITE

OPEN OFFICE

FP&F PROCESS

ROOM

ASST AREA

PORT

DIRECTOR

IMPORT

SUPERVISOR

IMPORT

SUPERVISOR

CORRIDOR

OPEN OFFICE

CONFERENCE

ROOM

BREAK ROOM

NTEU

CORRIDOR

MEDIUM DENSITY

FILE ROOM

IMPORT

SUPERVISOR

DOCUMENT

HANDLING ROOM

C O

R R

ID

O

R

FP&F OFFICER

OFFICE

TE

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ENTRY

SUPERVISOR

PARALEGAL

SPEC OFFICE

ENTRY

SUPERVISOR

C O

R R

ID

O

R

VISITOR

OFFICE

SECO

OPEN OFFICE

SUPPLIES/GENERAL

STORAGE ROOM

CONFERENCE

ROOM

PUBLIC ENTRY

COUNTER

CASHIER'S

OFFICE

LACTATION ROOM

PIV CARD

STATION

ELEC

TELE

STAIR #2

M

IN

3'

8"

ALIGN ALIGN

M

IN

3'

8" ALIGN

ALIGN

ALIGN

ALIGN

M

IN

3'

8"

5' - 3 1/4" 33' - 3" 5' - 3 1/4"

4' - 1 1/2" 4' - 1 1/2"

ENTER ENTER

ENTER ENTER

ENTER ENTER

ENTER ENTER

ENTER

ENTRY CORRIDOR

A/E CON. NO.

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CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

STREET

CITY / ST. / ZIP

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

BBIX, L.L.C.

GENERAL SERVICES ADMINISTRATION

NEW ENGLAND REGION (REGION 1)

PROPERTY OF THE UNITED

STATES GOVERNMENT FOR

OFFICIAL USE ONLY

GS-01P-09-BW-D-0037

BUILDING

NORTH

PROJECT

SPACE

10TH FLOOR

THOMAS P. O'NEILL FED. BUILDING

10 CAUSEWAY STREET

BOSTON, MA 02222

6TH FLOOR FURNITURE PLAN

SIXTH FLOOR RENOVATION -

CUSTOMS & BORDER PROTECTION

JD

MS

11/30/2012

A103

FINAL AMENDMENT DOCUMENTS

JAMES MICHIENZI

1/8" = 1'-0"1 6TH FLOOR FURNITURE PLAN

SHOWN FOR REFERENCE ONLY, NOT IN SCOPE OF WORK

NOTES:

• ADA MINIMUM CLEARANCES REQUIRED

• DIMENSIONS NOTED ARE MINIMUMS FOR REFERENCE ONLY. PLAN IS BASED ON CLEAR INSIDE DIMENSIONS OF 8'x8' OR 8'x10' RESPECTIVELY

WITH A MAXIMUM OF 3" CLEAR PANEL WIDTH. PANEL WIDTH CANNOT EXCEED 3" MAXIMUM, OR LAYOUT WILL NOT WORK.

• LAYOUT NOTED SHOWS ENTRY TO MAXIMIZE NUMBER OF STATIONS WITHIN SPACE.

• USER GROUP TO CONFIRM LAYOUT & COORDINATE WITH CONTRACTOR/INSTALLER

• USER GROUP/VENDOR TO PROVIDE REQUIRED DIMENSIONS & POWER REQUIREMENTS FOR POWER/TELE-DATA PULLS FROM WALKER DUCT

SYSTEM AND/OR COLUMN ENCLOSURES

• COORDINATE ELECTRICAL AND CABLING REQUIREMENTS WITH ELECTRICAL AND TELECOMMUNICATION DRAWINGS.

SP

G

H

J

K

L

EQ

EQ

TYP.

EQ

TYP.

EQ

EQ EQ

ALIGN

ALIGN ALIGN

CENTER FIXTURE

IN GWB CEILING

ALIGN

ALIGNALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

EQ EQ

ALIGN

ALIGN

EQ EQ

ALIGN

EQ EQ

EQ

EQ

EQ EQ

EQ

EQ

EQ EQ

ALIGN WITH

CENTERLINE

OF COLUMN GRID

OS

OS

OS

OS

OS

OS OS

OS

OS OS

OS OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS OS

OS OS

OSOS

OS

OS

OS

OS

OS OS

OS

OS

OS

OS

OS

OS

OS OS OS

OS OS

OS OS

OS OS

OS OS

OS

OS

OS

OS

OS

OS

OS

8' - 0"

A401

TYP. AT ALL SIM.

LOCATIONS

8' - 0"

8' - 0"

A401

TYP. AT ALL SIM.

LOCATIONS

A401

SIM

OS

A401

OS

OS

GYPSUM WALL BOARD CEILING/SOFFIT

CEILING FINISH LEGEND

FT FULL TILE (NOTED FOR START POINT)

LIGHT FIXTURE LEGEND

SEE ELECTRICAL PLANS FOR LIGHT FIXTURE LAYOUT, RELOCATIONS,

SPECIFICATIONS, POWER, AND LAMPING REQUIREMENTS. FIXTURES

SHOWN HERE FOR GENERAL CONFIGURATION AND LOCATION ONLY.

MEP COMPONENT LEGEND

OS

SUPPLY REGISTER

STROBE

2 SIDED EXIT SIGN

OCCUPANCY SENSOR

GENERAL NOTES:

1. ALL NEW CEILINGS TO BE 8'-6" A.F.F. UNLESS OTHERWISE NOTED.

2. DIMENSIONS TO CENTERLINE OF FIXTURES UNLESS OTHERWISE NOTED

3. SOFFIT/BULKHEAD TO BE 8'-6" A.F.F. UNLESS OTHERWISE NOTED.

4. CONTRACTOR TO MAINTAIN EXISTING CEILING IN SPACE TO BE RETURNED TO GSA. CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT OF ANY CEILING ELEMENTS DAMAGED DURING DEMOLITION WORK.

F

CEILING MOUNTED SPEAKER

NEW 2'x2' ACT CEILING

EXISTING LIGHT/DIFFUSER TO REMAIN

EXISTING 2X5, 1X5 ACT CEILING

EXHAUST FAN

1 SIDED EXIT SIGN

NOT IN SCOPE OF WORK

REFLECTED CEILING PLAN KEYED NOTES:

INFILL EXISTING CEILING TO MATCH AS REQUIRED BY

REMOVAL OF EXISTING WALLS, LIGHT FIXTURES OR

OTHER DEMOLISHED ELEMENTS. SEE DEMOLITION PLANS

FOR EXTENT OF DEMOLITION SCOPE.

NEW RECESSED DOWNLIGHT

SP

CEILING ATTACHMENT LEGEND

NEW UNDER CABINET LIGHTING

NEW 2X2 LIGHT

RETURN REGISTER

EXISTING CEILING AND ALL

ATTACHMENTS TO REMAIN,

SPACE TO BE RETURNED TO GSA

A/E CON. NO.

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PRIME A/E

SUB A/E

CONSTR. CON.

NAME

STREET

CITY / ST. / ZIP

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

BBIX, L.L.C.

GENERAL SERVICES ADMINISTRATION

NEW ENGLAND REGION (REGION 1)

PROPERTY OF THE UNITED

STATES GOVERNMENT FOR

OFFICIAL USE ONLY

GS-01P-09-BW-D-0037

BUILDING

NORTH

PROJECT

SPACE

10TH FLOOR

THOMAS P. O'NEILL FED. BUILDING

10 CAUSEWAY STREET

BOSTON, MA 02222

6TH FLOOR REFLECTED CEILING PLAN

SIXTH FLOOR RENOVATION -

CUSTOMS & BORDER PROTECTION

JD

MS

11/30/2012

A201

FINAL AMENDMENT DOCUMENTS

JAMES MICHIENZI

1/8" = 1'-0"1 6TH FLOOR REFLECTED CEILING PLAN

T

A301

PUBLIC ENTRY

COUNTER

14' - 0"

A301

CONCEALED

BUTT HINGE

PROVIDE

SILENCERS

A301 A301

HOLD

1' - 0"

HOLD

1' - 6"

6'

1/

2"

3'

0"

MAXIMUM MAILBOX OPENING

6' - 8"

2A

2'

0" 1'

6"

A301

SCRIBE COUNTER

TO WING WALL,

CAULK AT ALL

EDGES.

1'

6"

A301

SIM

CONRACTOR TO COORDINATE WITH CBP AND GSA PROJECT MANAGER,

PRIOR TO FABRICATION AND FINAL INSTALLATION

2" GROMMET

LOCATIONS,

COORDINATE

WITH USER

SOLID SURFACE

COUNTERTOP TO WRAP

DOWN FRONT OF DESK

AS SHOWN

5/8" PAINTED GWB

4" VINYL BASE

FINISHED FLOOR

4" VINYL BASE

FINISHED FLOOR

FEDERAL BRACE ARROWWOOD

SUPPORT BRACKET OR APPROVED

EQUAL @ 36" O.C. MAX BEYOND

PROVIDE BLOCKING AS REQUIRED

TO SECURE BRACKETS

1/

2"

2'

6"

1' - 6"2' - 0"

4'

2"

6'

8"

STANDARD TRANSACTION

WINDOW WITH PASS THRU TRAY

AND TALK-AROUND FRAME.

INSTALL PER MANUFACTURER'S

RECOMMENDED INSTALLATION,

INCLUDING, BUT NOT LIMITED TO,

FINISH, TRIM, AND BLOCKING

REQUIREMENTS

PARTITION TYPE 3, REFER TO A002

MAILBOX SUPPORT WALL

1' - 5" CORNER OF

SEALANT

SOLID SURFACE ANGLE

SUPPORT FASTENED TO

TRANSACTION COUNTER, BOTH

SIDES

FEDERAL BRACE ARROWWOOD BRACKET

OR APPROVED EQUAL.

SOLID SURFACE TOP WITH NOSING ON 3/4" X 2

1/2" FRAME. SCRIBE TIGHT TO WALL. CAULK ALL

ALONG BACK OF COUNTER AT WALL.

FILE STORAGE BY OTHERS, AS REQUIRED

VINYL WALL BASE.

2'

6"

2' - 0"

FINISHED FLOOR

4" VINYL BASE

FEDERAL BRACE ARROWWOOD

SUPPORT BRACKET OR APPROVED

EQUAL @ 36" O.C. MAX. COORDINATE

SIZE OF BRACKET WITH COUNTER

DEPTH

SOLID SURFACE

COUNTERTOP

4" VINYL BASE

FINISHED FLOOR

PROVIDE BLOCKING AS

REQUIRED TO SECURE BRACKET

1/

2"

PARTITION TYPE 3, REFER TO A002

2'

6"

1' - 6"

PROVIDE (2) 2X4 TO

FRAME OPENING

PROVIDE NESTED METAL

STUD FRAMING TYPICAL

BOTH SIDES

PREMANUFACTURED

MAILBOX ASSEMBLY.

INSTALL PER

MANUFACTURER'S

RECOMMENDED

INSTALLATION, INCLUDING,

BUT NOT LIMITED TO, FINISH,

TRIM, AND BLOCKING

REQUIREMENTS

3'

4"

SOFFIT ABOVE MAILBOXES

SEAL SEAM BETWEEN

COUNTERS, ENSURE THAT SEAM

IS HIDDEN BELOW MAILBOXES.

A401

SIM

A301

A301

STEEL FRAMED TRANSACTION

WINDOW WITH TALK AROUND FRAME

AND UL 752 RATED PASS THRU TRAY

HORIZONTAL TYPE MAILBOXES,

8 ROWS OF 6 BOXES, MINIMUM

OF 3" TALL BY 12" WIDE.

MAILBOXES SHOULD BE

LOCKABLE ON PUBLIC SIDE AND

OPEN TO THE REAR.

1'

5"

WALL TO UNDERSIDE OF

COUNTER. ALIGN WITH

REAR EDGE OF MAILBOXES

AND SOFFIT ABOVE

REFER TO PARTITION TYPE 3 FOR WALL

CONSTRUCTION. EXPANDED METAL SECURITY

MESH TO RUN UNOBSTRUCTED THE ENTIRE

LENGTH OF THE WALL, EXCEPT FOR AT

MAILBOX OPENING

REFER TO PARTITION

TYPE 2A FOR WALL

CONSTRUCTION

CORNER BEAD

A/E CON. NO.

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PRIME A/E

SUB A/E

CONSTR. CON.

NAME

STREET

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BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

BBIX, L.L.C.

GENERAL SERVICES ADMINISTRATION

NEW ENGLAND REGION (REGION 1)

PROPERTY OF THE UNITED

STATES GOVERNMENT FOR

OFFICIAL USE ONLY

GS-01P-09-BW-D-0037

BUILDING

NORTH

PROJECT

SPACE

10TH FLOOR

THOMAS P. O'NEILL FED. BUILDING

10 CAUSEWAY STREET

BOSTON, MA 02222

INTERIOR ELEVATIONS & DETAILS

SIXTH FLOOR RENOVATION -

CUSTOMS & BORDER PROTECTION

JD

MS

11/30/2012

A301

FINAL AMENDMENT DOCUMENTS

JAMES MICHIENZI

1/2" = 1'-0"1 ENLARGED 6TH FLOOR PLAN - PUBLIC COUNTER

1 1/2" = 1'-0"4 TRANSACTION WINDOW DETAIL SECTION AT PUBLIC COUNTER

1 1/2" = 1'-0"6 DESK/COUNTER AT WALL

1 1/2" = 1'-0"5 MAILBOXES AT PUBLIC COUNTER

1/2" = 1'-0"3 PUBLIC COUNTER ELEVATION

3" = 1'-0"2 BELOW COUNTER FRAMING DETAIL PLAN

REUSE EXISTING COUNTER-TOP/BACKSPLASH.

PROVIDE ADD/ALTERNATE TO PROVIDE NEW.

REUSE ALL EXISTING BREAKROOM MILLWORK

CABINETRY, IN KIND. INSTALL AS NOTED IN LAYOUT.

REUSE EXISTING

REFRIG.

EXISTING

F.C.U. TO

REMAIN

REUSE/RE-INSTALL

EXISTING SINK & FAUCET

ALIGN - TYPICAL

EXISTING CABINETRY TO BE RE-USED IN KIND. PLEASE NOTE, CURRENT LAYOUT MAY NOT MEET ADA GUIDELINES FOR MOUNTING OF CABINET/COUNTER HEIGHTS. GSA/CBP TO ADVISE IF CABINETS WILL BE RE-INSTALLED IN CONFIGURATION

AS CURRENTLY INSTALLED, OR IF NEW CABINETS ARE TO BE MADE TO MEET THESE GUIDELINES.

GC TO FIELD VERIFY OVERALL DIMENSION REQUIRED TO PROPERLY REINSTALL CABINETS AND EQUIPMENT AS NOTED.

V.I.F. 18' - 0" CABINETS ONLY

NOTE: REMOVE & REUSE EXISTING UNDER COUNTER INSTANTANEOUS

HOT WATER HEATER, REFER TO PLUMBING DRAWING

7'

0"

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

2'

2'

6"

AREA BEYOND

COORDINATE HEIGHT OF

COUNTER WITH USERS

EQUIPMENT FOR THIS

LOCATION

A302

A302

MOUNT

POWER/TEL/DATA

ABOVE COUNTER AT

40" TO CENTERLINE

PROVIDE GROMMET IN

COUNTER TOP AND

INSTALL ELECTRICAL &

TEL/DATA BELOW

SOFFIT ABOVE CABINETS

2'

11' - 5 3/4" V.I.F.

MOUNT

POWER/TEL/DATA

ABOVE COUNTER AT

40" TO CENTERLINE

A302

2'

2'

6"

7'

0"

FLOOR PLAN

COORDINATE WITH

A302

SIM

VARIES, V.I.F.

2'

6"

3 1/4"

4" 2'

1/ 8"

3 1/2"

3/4" X 21/2" HARDWOOD BACK WEB

FRAME FASTENED TO STUDS.

SHELF W/ HARDWARE - SEE

DESCRIPTION OF SHELVES AT UPPER

CABINET.

3/4" PLYWOOD DRAWER FRONTS & TOP AND

BTM. DOORS W/ PLASTIC LAM. SURFACING

AT OUTSIDE FACES AND EDGES. PL.1 - TBD

SOLID SURFACE TOP WITH NOSING ON 3/4" X

2 1/2" FRAME. SCRIBE TIGHT TO WALL.

CAULK ALL ALONG BACK OF COUNTER AT

WALL.

3/4" PLYWOOD SHELVES WITH 1/2" X 3/4"

HARDWOOD EDGE STRIPS ON FRONT

AND REAR OF EACH, AND PLASTIC

LAMINAT…