36E77618R0062-005.pdf

BUILDING 1

BUILDING 1F

ACA ADDITION

AREA OF WORK

SITE LOCATION MAP

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

A

B

C

D

E

F

VA FORM 08-6231, OCT 1978

on e e ig ht h in ch o ne fo ot on e q ua rte r i nc on e h al f th re e e ig hs th re e q ua rte rs i

6" on e i

6" on e a nd on e h a lf i nc he s f oo t 6"

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

SITE LOCATION MAP

JAMAICA PLAIN CAMPUS

VA JAMAICA PLAIN CAMPUS

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

0%

S

UB

MI

TT

AL

- B

ID

D

OC

UM

EN

TS

3-31-2016

Title Sheet Volume 1

+T001

PNDW

523-307 AE Research Addition

DEPARTMENT OF VETERANS AFFAIRS

BOSTON HEALTHCARE SYSTEM

JAMAICA PLAIN CAMPUS

SHEET INDEX - VOLUME 1

SHEET

NUMBER Sheet Name

SHEET INDEX - VOLUME 1

SHEET

NUMBER Sheet Name

SF-103 Third Floor Framing Plan SF-104 Roof Framing Plan SF-200 Column Schedules & Details SF-500 Framing Sections & Details SF-501 Framing Sections & Details SF-502 Framing Sections & Details SF-503 Framing Sections & Details SF-504 Framing Sections & Details SF-505 Framing Sections & Details

SHEET INDEX - VOLUME 1

SHEET

NUMBER Sheet Name

+T001 Title Sheet Volume 1 General -G-001 VA Project General Notes -G-002 Project General Notes & Material Legend Civil VF101 Survey-Plan-Field CD101 Civil-Plan-Demo CS101 Civil-Plan-Site CS102 Civil-Site-Enlargements CG101 Civil-Plan-Grading CU101 Civil-Plan-Utilities CS501 Civil-Details-Site CS502 Civil-Details-Site CS503 Civil-Details-Site Architectural AD100 Ground Floor & First Floor Demolition Plan AD101 Second Floor & Third Floor Demolition Plan AD201 Demolition Elevations AS001 Assembly Types AS002 Typical Mounting Heights and Layouts AS003 Ground and First Floor Code Plans AS004 Second and Third Floor Code Plans AS005 Deduct Alternates AS100A Ground Floor Plan A AS100B Ground Floor Plan B AS101A First Floor Plan A AS101B First Floor Plan B AS102A Second Floor Plan A AS102B Second Floor Plan B AS103A Third Floor Plan A AS103B Third Floor Plan B AS104 Roof Plan AS105 Ground & 1st Floor Furniture, Equipment, and Floor Finish Plan AS106 2nd & 3rd Floor Furniture, Equipment, and Floor Finish Plan AS107 Ground Floor& First Floor Reflected Ceiling Plan AS108 Second Floor, Third Floor, Fourth Floor Reflected Ceiling Plan AS109 Ceiling Systems and Details AS201 Exterior Elevations AS202 Exterior Elevations AS203 Exterior Elevations AS204 Interior Elevations - Ground Floor AS205 Interior Elevations - Ground & 1st Floor Circulation AS206 Interior Elevations - 1st Floor AS207 Interior Elevations - 2nd & 3rd Floor AS208 Interior Elevations - Toilet Rooms AS301 Building Sections AS302 Building Sections AS303 Wall Sections AS304 Wall Sections AS305 Wall Sections AS306 Wall Sections AS307 Not Used AS401 Enlarged Plans AS402 Stair and Elevator Plans, 4th Floor Plan AS403 Stair and Elevator Sections AS404 Stair Plans & Sections AS405 Stair and Mech Shaft Plans and Details AS406 Stair Details AS407 Stair And Elevator Shaft Details AS501 Exterior Details AS502 Exterior Details AS503 Exterior Details AS504 Exterior Details AS505 Exterior Details AS506 Interior Details AS507 Typical Interior Details AS508 Typical Interior Firestopping, Sealing, And Shaftwall Details AS509 Typical Casework Details & Misc Details AS601 Door and Frame Schedule, Notes, and Details AS602 Curtain Walll Types AS603 Curtain Wall Types And Details AS604 Curtain Wall Details AS605 Curtain Walll Details AS606 Curtain Wall Details AS607 Curtain Wall Details AS608 Curtain Walll Details AS609 Curtain Wall Details AS610 Room Finish Schedule AS611 Finishes By Division Shielding RF0.0 Cover RF1.0 Foundation Plan RF1.1 Ceiling Support Layout RF1.2 Floor Plan RF1.3 Silicone Steel Ceiling RF1.4 Silicone Steel Floor RF2.0 Elevations RF2.1 Silicone Steel Elevations RF3.0 Details RF3.1 Details RF4.0 Autoseal 2 Door Structural SS-001 General Notes SB-100 Foundation Plan SB-300 Typical Foundation Sections & Details SB-301 Foundation Sections & Details SB-302 Foundation Sections & Details SB-303 Foundation Sections & Details SB-304 Foundation Sections & Details SF-101 First Floor Framing Plan SF-102 Second Floor Framing Plan

S. HUNTINGTON AVE.

HE

AT

H

ST

SHEET INDEX - VOLUME 2

SHEET

NUMBER Sheet Name

10-E600 Electrical Ground Floor Panel Schedules & Lighting Fixture Schedule 10-E601 Electrical Ground Floor Panel Schedules 10-E602 Electrical First & Second Floor Panel Schedules 10-E603 Electrical Third Floor Panel Schedules Plumbing 10-PL001 Plumbing Legend & General Notes 10-PD100 Plumbing Domestic Water Ground Floor Demo Plan 10-PD101 Plumbing Sanitary and Vent Ground Floor Demo Plan 10-PL100A Plumbing Domestic Water Ground Floor Plan A 10-PL100B Plumbing Domestic Water Ground Floor Plan B 10-PL101A Plumbing Sanitary and Vent Ground Floor Plan A 10-PL101B Plumbing Sanitary and Vent Ground Floor Plan B 10-PL102A Plumbing Domestic Water First Floor Plan A 10-PL102B Plumbing Domestic Water First Floor Plan B 10-PL103A Plumbing Sanitary and Vent First Floor Plan A 10-PL103B Plumbing Sanitary and Vent First Floor Plan B 10-PL104A Plumbing Domestic Water Second Floor Plan A 10-PL104B Plumbing Domestic Water Second Floor Plan B 10-PL105A Plumbing Sanitary and Vent Second Floor Plan A 10-PL105B Plumbing Sanitary and Vent Second Floor Plan B 10-PL106A Plumbing Domestic Water Third Floor Plan A 10-PL106B Plumbing Domestic Water Third Floor Plan B 10-PL107A Plumbing Sanitary and Vent Third Floor Plan A 10-PL107B Plumbing Sanitary and Vent Third Floor Plan B 10-PL108 Plumbing Sanitary and Vent Roof Plan 10-PL501 Plumbing Details & Schedules Fire Protection

FP-001 FIRE PROTECTION-TITLE SHEET

FP-100 FIRE PROTECTION-GROUND FLOOR PLAN

FP-101 FIRE PROTECTION-FIRST FLOOR PLAN

FP-102 FIRE PROTECTION-SECOND FLOOR PLAN

SHEET INDEX - VOLUME 2

SHEET

NUMBER Sheet Name

+T002 Title Sheet Volume 2 Mechanical 10-MH001 HVAC Legend & General Notes 10-MD101 HVAC Ductwork Ground Floor Demo 10-MD102 HVAC Piping Ground Floor Demo 10-MD103 HVAC Piping First Floor Demo 10-MH100A HVAC Ductwork Ground Floor Plan A 10-MH100B HVAC Ductwork Ground Floor Plan B 10-MH101A HVAC Piping Ground Floor Plan A 10-MH101B HVAC Piping Ground Floor Plan A 10-MH101C HVAC Piping Ground Floor Plan C 10-MH102A HVAC Ductwork First Floor Plan A 10-MH102B HVAC Ductwork First Floor Plan B 10-MH103A HVAC Piping First Floor Plan A 10-MH103B HVAC Piping First Floor Plan B 10-MH104A HVAC Ductwork Second Floor Plan A 10-MH104B HVAC Ductwork Second Floor Plan B 10-MH105A HVAC Piping Second Floor Plan A 10-MH105B HVAC Piping Second Floor Plan B 10-MH106A HVAC Ductwork Third Floor Plan A 10-MH106B HVAC Ductwork Third Floor Plan B 10-MH107A HVAC Piping Third Floor Plan A 10-MH107B HVAC Piping Third Floor Plan A 10-MH108 HVAC Ductwork Roof Plan 10-MH109 HVAC Piping Roof Plan 10-MH501 HVAC Details 10-MH502 HVAC Details 10-MH503 HVAC Details 10-MH601 HVAC Schedules 10-MH602 HVAC Schedules 10-MH603 HVAC Schedules 10-MH604 HVAC Schematic Diagrams 10-MH801 HVAC Controls 10-MH802 HVAC Controls 10-MH803 HVAC Controls Electrical 10-E000 Electrical Legend & General Notes 10-ED100 Electrical Site Plan Demo 10-ED101 Electrical Ground and Second Floor Demo 10-ES100 Electrical Site Plan New 10-ES500 Electrical Site Details 10-E001 Electrical One-Line Normal System Riser 10-E002 Electrical One-Line Emergency System Riser 10-E003 Data/Tel System One-Line Diagrams & Risers 10-E004 Misc. System One-Line Diagrams & Risers 10-EL100A Electrical Lighting Ground Floor Plan A 10-EL100B Electrical Lighting Ground Floor Plan B 10-EL101A Electrical Lighting First Floor Plan A 10-EL101B Electrical Lighting First Floor Plan B 10-EL102A Electrical Lighting Second Floor Plan A 10-EL102B Electrical Lighting Second Floor Plan B 10-EL103A Electrical Lighting Third Floor Plan A 10-EL103B Electrical Lighting Third Floor Plan B 10-EP100A Electrical Power Ground Floor Plan A 10-EP100B Electrical Power Ground Floor Plan B 10-EP100C Electrical Power Ground Floor Plan C 10-EP101A Electrical Power First Floor Plan A 10-EP101B Electrical Power First Floor Plan B 10-EP102A Electrical Power Second Floor Plan A 10-EP102B Electrical Power Second Floor Plan B 10-EP103A Electrical Power Third Floor Plan A 10-EP103B Electrical Power Third Floor Plan B 10-EP104 Electrical Power Roof New 10-ET001 Electrical Systems Ground Floor Routing Plan A 10-ET002 Electrical Systems Ground Floor Routing Plan B 10-ET003 Electrical Systems First Floor Routing Plan 10-ET004 Electrical Systems Third Floor Routing Plan 10-ET100A Electrical Systems Ground Floor Plan A 10-ET100B Electrical Systems Ground Floor Plan B 10-ET101A Electrical Systems First Floor Plan A 10-ET101B Electrical Systems First Floor Plan B 10-ET102A Electrical Systems Second Floor Plan A 10-ET102B Electrical Systems Second Floor Plan B 10-ET103A Electrical Systems Third Floor Plan A 10-ET103B Electrical Systems Third Floor Plan B 10-ET400 Electrical Enlarged ACA Tel/Comm Rooms 10-ET401 Electrical Enlarged Research Tel/Comm Data Room 10-E400 Electrical Enlarged Ground Floor MRI New 10-E500 Electrical MRI Details 10-E501 Electrical Details 10-E502 Electrical Lighting Details 10-E503 Electrical Details - LIghtning Protection 10-E504 Electrical Details

100% SUBMITTAL - BID DOCUMENTS (VOLUME 1)

1. GENERAL CONTRACTOR SHALL ASSURE THAT ALL TRADES ARE

AWARE OF THEIR RESPECTIVE FULL SCOPE OF WORK.

CONTRACTOR SHALL PROCURE ALL NECESSARY PERMITS AND

INSPECTIONS. REFER TO ALL CONTRACT DRAWINGS,

SPECIFICATIONS AND NOTES FOR ADDITIONAL RESPONSIBILITIES,

DETAILS AND SCOPE OF WORK. ALL WORK SHALL BE PERFORMED

BY PERSONNEL PROPERLY SKILLED IN THE TASK THEY ARE

PERFORMING AND AWARE OF THEIR PROJECT RESPONSIBILITIES.

WORKMANSHIP SHALL BE THE BEST OF THEIR RESPECTIVE KIND

USING THE MOST MODERN APPROVED METHODS AND MATERIALS.

GENERAL CONTRACTOR SHALL DIRECTLY SUPERVISE ALL PHASES

OF CONSTRUCTION, AND THE SUPERVISOR SHALL HAVE FULL

AUTHORITY TO ACT ON FIELD CONDITIONS ASSOCIATED WITH ALL

TRADES TO PREVENT CONSTRUCTION DELAYS. DAILY WORK LOGS

SHALL BE ISSUED TO THE VA PROJECT ENGINEER DESCRIBING IN

DETAIL THE MANPOWER, MAN-HOURS, WORK PERFORMED BY

EACH TRADE.

2. INFORMATION ON EXISTING CONDITIONS AND PROPOSED

DESIGN SOLUTIONS DESCRIBED IN THE CONTRACT DOCUMENTS

ARE BASED ON NON-DESTRUCTIVE TESTING AND VISUAL SITE

INVESTIGATION OBSERVATIONS ACCESSIBLE IN AN OCCUPIED

STRUCTURE. LOCATIONS OF COMPONENTS ARE APPROXIMATE

AND INFORMATION PROVIDED IS DIAGRAMMATIC. IN SOME

INSTANCES, IT MAY HAVE BEEN IMPRACTICABLE TO DETAIL ALL THE

ITEMS IN THE SPECIFICATIONS OR ON THE DRAWINGS BECAUSE OF

VARIANCES IN THE METHODS OF ACHIEVING THE NECESSARY

RESULTS. IN SUCH INSTANCES, THE CONTRACTOR SHALL FURNISH

ALL LABOR, MATERIALS, DRAWINGS, SERVICES AND CONNECTIONS

NECESSARY NOT LIMITED TO THE INFORMATION PROVIDED TO

PRODUCE SYSTEMS, APPURTENANCES AND EQUIPMENT WHICH

ARE COMPLETE, FUNCTIONAL AND READY FOR PROPER

OPERATION BY FACILITY PERSONNEL FOR THE PURPOSE

INTENDED IN ACCORDANCE WITH THEIR NEEDS AND THE

REQUIREMENTS OF THE MANUFACTURERS AT NO ADDITIONAL

COST/TIME TO THE GOVERNMENT. ALL WORK SHALL BE

PERFORMED WITHIN THE REQUIREMENTS OF THE GENERAL

CONDITIONS, GENERAL REQUIREMENTS, DRAWINGS,

SPECIFICATIONS AND NOTES. PRIOR TO THE BID OPENING DATE

THE CONTRACTOR IS HIGHLY ADVISED TO VISIT THE FACILITY AND

CAREFULLY EXAMINE THE CONDITIONS/DIFFICULTIES THAT WILL

AFFECT CONSTRUCTION TO AVOID PROBLEMS THAT MAY BE

CAUSED BY UNFAMILIARITY WITH CONDITIONS/DIFFICULTIES THAT

ARE EITHER VISIBLE OR READILY CONSTRUED BY AN EXPERIENCED

OBSERVER.

3. GENERAL CONTRACTOR SHALL COORDINATE ALL WORK WITH

ALL TRADES, AND EQUIPMENT INSTALLERS IN ORDER TO MAINTAIN

PROPER USE AND ACCESS TO ALL ITEMS AND SPACES. REFER TO

THE "COORDINATION DRAWING CHECKLIST" FOR FURTHER

DETAILS. GENERAL CONTRACTOR IS RESPONSIBLE FOR

COORDINATING ALL EQUIPMENT AND COMPONENTS BEING

INSTALLED WITH THE PLACEMENT LOCATION AND DIMENSION

REQUIREMENTS. PRIOR TO JOB EXECUTION EACH TRADE SHALL

SUBMIT "COMPLETE" COORDINATED SHOP DRAWINGS INDICATING

ALL EQUIPMENT AND MATERIAL LAYOUTS INDICATING LOCATIONS

FROM WALLS/COLUMNS, BOTTOM/TOP ELEVATIONS, VIBRATION

ISOLATORS, SUPPORTS, DIMENSIONS, UTILITY REQUIREMENTS AND

EQUIPMENT SUBMITTAL NUMBERS. EACH TRADE SHALL MAINTAIN A

SET OF WORKING DRAWINGS TO DOCUMENT AS-BUILT

INFORMATION AS THE WORK PROGRESSES AND SUBMIT TO THE VA

PROJECT ENGINEER MONTHLY FOR REVIEW.

4. THE CONTRACT DOCUMENTS SHOW OR DESCRIBE THE

GENERAL ARRANGEMENT OF PIPES, EQUIPMENT, COMPONENTS,

APPURTENANCES BUT DO NOT IDENTIFY ALL REQUIRED FITTINGS

AND OFFSETS THAT ARE NECESSARY TO PROPERLY COMPLETE

THE INSTALLATION. CONTRACTOR SHALL ALTER LOCATION OF

ITEMS ON THE DRAWINGS WHERE NECESSARY TO AVOID

INTERFERENCE AND CLEARANCE DIFFICULTIES. IT IS THE INTENT

OF THE DRAWINGS/SPECIFICATIONS THAT THE CONTRACTOR

SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY TO

COMPLETE THE WORK DESCRIBED OR IMPLIED BY THE

DOCUMENTS AT NO ADDITIONAL COST/TIME TO THE GOVERNMENT.

SHOULD THE CONTRACT DOCUMENTS NOT AGREE WITH

THEMSELVES THE GREATER QUANTITY OF SUPERIOR WORK AND

MATERIALS SHALL BE PERFORMED. NO STATEMENTS HERE IN

SHALL RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY AS

DESCRIBED ELSEWHERE IN THE CONTRACT DOCUMENTS.

VA PROJECT GENERAL NOTES

5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CLEARANCES,

INFORMATION AND ASSUMPTIONS ON EXISTING CONDITIONS. ALL

WORK SHALL BE PERFORMED WITHIN APPROVED TOLERANCES,

MEET THE REQUIREMENTS OF THE MANUFACTURER AND BE NEAT,

STRAIGHT, PLUMB, LEVEL, SMOOTH. CONTRACTOR IS

RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS FOR

DISCREPANCIES PRIOR TO COMMENCING ANY AND ALL WORK.

CONTRACTOR SHALL NOTIFY THE VA PROJECT ENGINEER OF ANY

VARIANCES WITH ADEQUATE TIME SO THAT ALTERNATE

SOLUTIONS CAN BE ESTABLISHED WITHOUT DISRUPTING THE

ESTABLISHED CONSTRUCTION SCHEDULE. DATA AND

INFORMATION FURNISHED OR REFERRED TO IN THE

CONSTRUCTION DOCUMENTS IS FOR THE CONTRACTOR'S USE.

THE GOVERNMENT ASSUMES NO RESPONSIBILITY FOR ANY

INTERPRETATION OF OR CONCLUSION DRAWN FROM THE DATA

OR INFORMATION MADE BY THE CONTRACTOR BASED ON THE

INFORMATION MADE AVAILABLE BY THE GOVERNMENT. NOR

DOES THE GOVERNMENT ASSUME RESPONSIBILITY FOR ANY

UNDERSTANDING REACHED OR REPRESENTATION MADE

CONCERNING CONDITIONS THAT CAN AFFECT THE WORK BY ANY

OF ITS OFFICERS OR AGENTS BEFORE THE EXECUTION OF THIS

CONTRACT, UNLESS THAT UNDERSTANDING OR REPRESENTATION

IS EXPRESSLY STATED IN THE CONTRACT.

6. SUBMITTALS AND SCHEDULES REQUIRED BY THE

CONSTRUCTION DOCUMENTS SHALL BE CHECKED BEFORE

SUBMISSION BY TECHNICALLY QUALIFIED EMPLOYEES OF THE

CONTRACTOR FOR ACCURACY, COMPLETENESS AND

COMPLIANCE WITH THE CONTRACT REQUIREMENTS. THESE

DOCUMENTS SHALL BE SIGNED/STAMPED BY THE CONTRACTOR

CERTIFYING TO THIS REVIEW. SHOP AND COORDINATION

DRAWINGS FOR ALL EQUIPMENT AND COMPONENT INSTALLATION

ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT FOR REVIEW A

MINIMUM OF 5 SETS OF INDIVIDUAL SUBMITTALS/SCHEDULES FOR

REVIEW. THE CONTRACTOR SHALL ISSUE ONE SUBMITTAL

PACKAGE ONLY FOR EACH SPECIFICATION SECTION. THE

SUBMITTAL PACKAGE SHALL CONTAIN A "CHECKLIST TABLE"

PREPARED BY THE CONTRACTOR ITEMIZING ALL REQUIRED

SUBMITTAL ITEMS IDENTIFIED IN THE CONTRACT DOCUMENTS. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THE

TIMELY SUBMISSION/REVIEW OF ALL NECESSARY SUBMITTALS

AND SCHEDULES. SUCH REVIEW BY THE GOVERNMENT OR

DESIGNEE SHALL NOT ALLEVIATE THE CONTRACTOR OF

COMPLYING WITH THE TERMS AND CONDITIONS SPECIFIED IN THE

CONTRACT DOCUMENTS.

7. CONTRACTOR SHALL PROCURE ALL NECESSARY PERMITS AND

INSPECTIONS. VERIFY IN ADVANCE OF PERFORMING ANY WORK

THE AVAILABILITY, TYPE, CAPACITY, LOCATION OF ENERGY

SYSTEMS (EG, MECHANICAL, ELECTRICAL, PLUMBING)

NECESSARY TO PERFORM THE WORK. PROVIDE ALL NECESSARY

LABOR, MATERIAL AND COORDINATION TO COMPLETE THE WORK

DESCRIBED OR IMPLIED BY THE CONSTRUCTION DOCUMENTS FOR

EQUIPMENT TO OPERATE IN THE MANNER INTENDED AT NO

ADDITIONAL COST OR TIME TO THE GOVERNMENT. IN THE EVENT

THAT THE CHARACTERISTICS OF ANY EQUIPMENT DO NOT AGREE

WITH THE CHARACTERISTICS OF THE AVAILABLE SYSTEM, MAKE

THE NECESSARY MODIFICATIONS. ALL APPURTENANCES,

ASSEMBLIES, ARTICLES, EQUIPMENT, COMPONENTS, AND

MATERIALS FURNISHED SHALL BE NEW AND FREE FROM DEFECTS,

AND BE OF THE MOST SUITABLE GRADE, SIZE AND CAPACITY FOR

THE PURPOSE INTENDED, UNLESS OTHERWISE SPECIFIED OR

APPROVED BY THE VA PROJECT ENGINEER. SHOULD THE

CONTRACT DOCUMENTS NOT AGREE WITH THEMSELVES THE

GREATER QUANTITY OF SUPERIOR QUALITY OF MATERIALS AND

WORK SHALL BE USED.

8. NEW WORK SHALL BE INSTALLED AND CONNECTED TO

EXISTING WORK NEATLY AND CAREFULLY. DISTURBED OR

DAMAGED WORK SHALL BE REPLACED OR REPAIRED TO

ORIGINAL CONDITION. CARE SHALL BE USED DURING REMOVAL

AND INSTALLATION TO AVOID DAMAGING THE SURROUNDING

SURFACES. DAMAGED SURFACES AND ITEMS WITHIN THE

CONTRACT LIMITS SHALL BE PATCHED, REPAIRED, REFINISHED,

PAINTED AND/OR REPLACED AS NECESSARY WITH MATERIALS

COMPARABLE TO THE SURROUNDING MATERIAL AND SURFACE

EQUAL TO NEW CONDITIONS UNLESS OTHERWISE NOTED OR

DIRECTED BY THE VA PROJECT ENGINEER. FINISHED SURFACES

SHALL BE INDISTINGUISHABLE FROM THE SURROUNDING AREA.

9. ALL APPURTENANCES, ASSEMBLIES, ARTICLES, EQUIPMENT,

COMPONENTS, AND MATERIALS INSTALLED SHALL BE COMPLETE

FOR OPERATION, SERVICE AND MAINTENANCE FOR THE PURPOSE

INTENDED NOT LIMITED TO THE DETAILS AND INFORMATION

PROVIDED. ALL APPURTENANCES, ASSEMBLIES, ARTICLES,

EQUIPMENT, COMPONENTS, MATERIALS AND EXECUTION SHALL

BE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS,

MANUFACTURER'S WRITTEN PROCEDURES AND

RECOMMENDATIONS, LATEST EDITIONS OF ALL APPLICABLE

FEDERAL/STATE/CITY CODES, REGULATIONS, ORDINANCES, AND

THE JURISDICTION HAVING AUTHORITY (JHA) AS APPLICABLE.

EXCEPT WHERE SPECIFIC DATES ARE GIVEN, THE ISSUE

(INCLUDING AMENDMENTS, ADDENDA, REVISIONS, SUPPLEMENTS,

AND ERRATA) IN EFFECT ON THE DATE OF INVITATION FOR BIDS

SHALL BE APPLICABLE. IN THE EVENT THAT CRITERIA

REQUIREMENTS CONFLICT, THE MOST STRINGENT REQUIREMENT

(THE GREATER QUANTITY OF SUPERIOR WORK AND MATERIALS)

SHALL BE MET.

10. CONTRACTOR SHALL COORDINATE ALL UTILITY AND HVAC

SHUTDOWNS 3 WEEKS IN ADVANCE WITH THE VA PROJECT

ENGINEER. DUE TO HOSPITAL SCHEDULING SOME

SHUTDOWNS WILL NEED TO BE PERFORMED DURING PRIME-

TIME BY THE CONTRACTOR.

11. ALL CONSTRUCTION DEBRIS IS TO BE REMOVED OFF-SITE

AND DISPOSED OF PROPERLY BY THE CONTRACTOR. ALL

DEBRIS SHALL BE REMOVED ON A DAILY BASIS. ALL

SALVAGEABLE ITEMS ARE THE PROPERTY OF THE VA.

CONTRACTOR SHALL REMOVE FROM THE SITE ALL ITEMS

WHICH THE VA DOES NOT INTEND TO REUSE.

12. AREAS WITHIN THE CONSTRUCTION WORKSITE MAY BE

OCCUPIED DURING THE EXECUTION OF WORK. PROPER

PRECAUTIONS SHALL BE TAKEN SO THAT ADJACENT OCCUPIED

AREAS SHALL NOT BE DISTURBED DURING CONSTRUCTION.

CONTRACTOR SHALL COORDINATE THE PERFORMANCE OF

WORK AND SPACE ACCESS 3 WEEKS IN ADVANCE WITH THE VA

STAFF AND PROJECT ENGINEER. DUE TO HOSPITAL

SCHEDULING AND ACCESS DIFFICULTIES (EG, EXAM ROOMS,

TREATMENT ROOMS, PROCEDURE ROOMS, ET AL) THE

PERFORMANCE OF CERTAIN WORK WILL NEED TO BE

PERFORMED DURING PRIME-TIME BY THE CONTRACTOR.

PRE-BID SITE VISIT RECOMMENDATION: BEFORE SUBMITTING

BID, VISIT THE SITE AND CAREFULLY EXAMINE THE AREAS TO

IDENTIFY COMPLEXITY, EXISTING CONDITIONS AND

DIFFICULTIES THAT WILL AFFECT WORK. BID SUBMISSION

SHALL BE CONSTRUED AS ACCEPTANCE OF THE EXISTING

CONDITIONS AND DIFFICULTIES. NO CHANGE TO THE

CONTRACT PRICE OR SCHEDULE SHALL BE ALLOWED FOR

WORK CAUSED BY UNFAMILIARITY WITH THE SITE CONDITIONS

THAT ARE VISIBLE OR READILY CONSTRUED BY AN

EXPERIENCED OBSERVER. DUE TO ONGOING FACILITY

ALTERATIONS VARIATIONS IN THE EXISTING CONDITIONS

SHALL BE ANTICIPATED.

PRE-WORKSITE RE-VISIT REQUIREMENT: BEFORE STARTING

WORK IN A PARTICULAR AREA, VISIT THE WORKSITE AND

CAREFULLY EXAMINE THE AREAS TO VERIFY COMPLEXITY,

EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT

WORK INCLUDING ALL WORK DONE UNDER VARIOUS

SPECIFICATION SECTIONS AND THE VA. COMMENCEMENT OF

WORK SHALL BE CONSTRUED AS ACCEPTANCE OF THE

EXISTING CONDITIONS AND DIFFICULTIES. NO CHANGE TO THE

CONTRACT PRICE OR SCHEDULE SHALL BE ALLOWED FOR

WORK CAUSED BY UNFAMILIARITY WITH THE SITE CONDITIONS

THAT ARE VISIBLE OR READILY CONSTRUED BY AN

EXPERIENCED OBSERVER. DUE TO ONGOING FACILITY

ALTERATIONS VARIATIONS IN THE EXISTING CONDITIONS

SHALL BE ANTICIPATED.

13. LOCATION/COMPLEXITY VARIATIONS WITHIN THE PROJECT

LIMITS ARE CONSIDERED TO HAVE NO CHANGE ON THE

CONTRACT PRICE OR SCHEDULE. TO PERFORM AND

COMPLETE ALL NECESSARY WORK, CONTRACTOR WITH

EXPERIENCED/TRAINED PERSONNEL SHALL BE RESPONSIBLE

FOR THE PROPER PROTECTION AND

RELOCATION/RESTORATION OF OBSTRUCTIONS WITHIN THE

CONSTRUCTION BOUNDARIES CONSIDERED INTERFERING

WITH THE INSTALLATION OR PERFORMANCE OF

CONSTRUCTION AFTER CONFIRMING PLANS WITH THE VA

STAFF AND PROJECT ENGINEER.

14. NOT USED

15. NOT USED

16. CONTRACTOR SHALL REMOVE ALL ABANDONED

COMPONENTS WITHIN THE CONSTRUCTION AREA. WHEN

WIRING FEEDS OTHER ACTIVE DEVICES, WIRING SHALL BE

REMOVED BACK TO THE NEAREST JUNCTION BOX. OTHER

EXISTING ITEMS NOT COMPATIBLE WITH THE NEW

CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE

DIRECTED BY THE VA PROJECT ENGINEER. WHERE EXISTING

ITEMS ARE REMOVED, WALL/FLOOR AREAS SHALL BE PATCHED

TO MATCH SURROUNDING MATERIAL AND SURFACE. ALL

REMOVED COMPONENTS SHALL BE TERMINATED PROPERLY.

17. CONTRACTOR SHALL PROPERLY RELOCATE ANY EXISTING

SYSTEMS (INCLUDING BUT NOT LIMITED TO PLUMBING/STEAM

LINES, DUCTS, PIPES, CONDUITS, HANGERS, FIXTURES, SURFACE

MOUNTED DEVICES, SUSPENSION SYSTEMS) CONSIDERED

INTERFERING WITH THE INSTALLATION OF NEW CONSTRUCTION AT

NO ADDITIONAL EXPENSE TO THE GOVERNMENT, AND AFTER

CONFIRMING PLANS WITH THE VA PROJECT ENGINEER. THIS WILL

INCLUDE THE RELOCATION AND/OR REINSTALLATION OF ITEMS

WITHIN THE CONSTRUCTION BOUNDARIES TO PERFORM AND

COMPLETE ALL NECESSARY WORK AS REQUIRED.

18. CONTRACTOR SHALL MAINTAIN AND RESTORE ALL UTILITIES

SERVICING UNDISTURBED REGIONS WHICH PASS THROUGH THE

RENOVATED AREAS.

19. THE MEP DRAWINGS AND SPECIFICATIONS INCLUDE WORK

REQUIRED TO MAKE CONNECTIONS TO EXISTING

INFRASTRUCTURE IN BUILDINGS 1 AND 1F. SOME OF THIS WORK

INVOLVES REMOVAL AND REINSTALLATION OF EXISTING HUNG

CEILINGS. THE SCOPE OF THIS WORK IS CONVEYED ENTIRELY IN

THE MEP DOCUMENTS. REPLACE ANY BUILDING COMPONENTS

DAMAGED BY THE WORK WITH MATCHING MATERIALS.

20. WHERE NEW PLUMBING/HVAC CONNECTIONS AREA MADE TO

EXISTING SYSTEMS, SHUT-OFF BALL VALVES ARE TO BE

INSTALLED. UNIONS SHALL BE INSTALLED TO ACCOMMODATE

FUTURE SERVICE AND MAINTENANCE OF ALL EQUIPMENT.

21. NOT USED.

22. NOT USED.

23. NOT USED.

24. CONTRACTOR SHALL PROPERLY SANITIZE/CLEAN THE EACH

AREA TO ASSURE CLEAN, HEALTHY, PROPER AND EFFICIENT

OPERATION OF ALL SYSTEMS. AT A MINIMUM, USE OF HEPA

VACUUM CLEANERS AND APPROVED SANITIZING CLEANERS ARE

REQUIRED. AT THE COMPLETION OF CONSTRUCTION IN EACH

AREA, ALL AFFECTED SURFACES SHALL BE LEFT CLEAN,

POLISHED AND SANITARY INCLUDING BUT NOT LIMITED TO ACCESS

COVERS, FLOORS, WALLS, SILLS, EQUIPMENT, FURNITURE, OFFICE

APPURTENANCES.

25. EXISTING SURFACES WITHIN THE CONTRACT LIMITS ARE TO BE

PATCHED, REFINISHED AND PAINTED WITH MATERIALS

COMPARABLE TO THE EXISTING SURFACE UNLESS OTHERWISE

NOTED OR DIRECTED BY THE VA PROJECT ENGINEER. DAMAGED

SURFACES AND ITEMS SHALL BE PATCHED, REFINISHED,

REPLACED AND PAINTED WITH MATERIALS MATCHING THE

EXISTING SURROUNDING MATERIAL AND SURFACE UNLESS

OTHERWISE NOTED OR DIRECTED BY THE VA PROJECT ENGINEER.

FINISHED SURFACES SHALL BE INDISTINGUISHABLE FROM THE

SURROUNDING AREA AT THE COMPLETION OF WORK IN EACH

AREA.

26. CONTRACTOR IS RESPONSIBLE FOR CLEANING BOTH NEW

AND EXISTING DUCTWORK WITHIN THE CONSTRUCTION

BOUNDARY. CLEANING AND TESTING COMPANIES SHALL BE A

MEMBER OF AIAQC, ASCR, IAQA, MSHI AND NADC, AND BE

CERTIFIED TO MEET OSHA 1926 STANDARDS.

27. NOT USED.

28. CONSTRUCTION SHALL NOT BLOCK ACCESS TO NEW/EXISTING

COMPONENTS AND PIPE VALVES. PROVIDE PROPER ACCESS TO

ALL EQUIPMENT AND COMPONENTS REQUIRING OPERATION,

SERVICE AND MAINTENANCE WHETHER DETAILED ON THE

DRAWINGS OR NOT. ACCESS MUST BE CONVENIENTLY PLACED

AS DETERMINED BY THE VA PROJECT ENGINEER.

29. CONTRACTOR TO MAINTAIN BUILDING FIRE PROTECTION DURING

CONSTRUCTION. CONTRACTOR TO REMOVE FIRE ALARM SYSTEM

SMOKE DETECTORS THAT CAN BE AFFECTED BY CONSTRUCTION WORK

AND TEMPORARILY REPLACE DEVICES WITH HEAT DETECTORS

(CHEMETRONICS SERIES 600 MODEL 601 RATE-OF-RISE & 135 F FIXED

TEMPERATURE). PRIOR TO REMOVAL, TEST DETECTORS TO ASSURE

CORRECT OPERATION. AFTER INSTALLATION, TEST SYSTEM FOR

PROPER OPERATION, AND REPORT RESULTS TO VA SAFETY OFFICER.

AFTER CONSTRUCTION DUST HAS BEEN ELIMINATED, REMOVE HEAT

DETECTORS, CLEAN EXISTING SMOKE DETECTORS, REINSTALL, AND

TEST FOR PROPER SYSTEM OPERATION. ALL WORK ASSOCIATED WITH

THE FIRE ALARM SYSTEM MUST BE SCHEDULED 3 WEEKS IN ADVANCE

WITH THE VA SAFETY OFFICER.

30. ALL TEMPORARY, CONCEALED, FRAMING LUMBER SHALL COMPLY

WITH MIL-L-19140 FOR FIRE RETARDENT TREATMENT, AND SHALL BEAR

THE TESTING AGENCY IDENTIFICATION MARK AND PERFORMANCE

RATING.

31. ALL PENETRATIONS THROUGH FIRE/SMOKE WALLS ARE TO BE

SLEEVED UNLESS OTHERWISE NOTED OR DIRECTED BY THE VA

PROJECT ENGINEER. INSTALL FIRE SEAL MATERIAL AT ALL

PENETRATIONS, AND TROUGHS PENETRATING FIRE/SMOKE WALLS. ALL

PENETRATIONS THROUGH FIRE/SMOKE WALLS

(COMPARTMENTALIZATION) WILL BE SEALED WITH APPROPRIATE FIRE

RETARDANT MATERIAL ON A DAILY BASIS, AND SHALL MAINTAIN THE

SAME INTEGRITY AS THE FIRE BARRIER BEING SEALED. THE VA WILL BE

COMPENSATED THROUGH CONTRACTOR CONTRACT REDUCTION PER

DAY FOR EACH FIRE WALL PENETRATION NOT SEALED WITH

ACCEPTABLE FIRE RETARDANT MATERIAL TESTED IN ACCORDANCE

WITH ASTM E814 (F RATING) BY THE CLOSE OF BUSINESS THE DAY THAT

PENETRATION IS MADE.

32. ALL INSTALLED EQUIPMENT AND ARTICLES SHALL BE COMPLETE

FOR OPERATION, SERVICE AND MAINTENANCE FOR THE PURPOSE

INTENDED NOT LIMITED TO THE DETAILS AND INFORMATION PROVIDED

ON THE DRAWINGS IN ACCORDANCE WITH THE MANUFACTURES

PROCEDURES AND RECOMMENDATIONS. ALL INSTALLED EQUIPMENT

SHALL BE LABELED WITH ENGRAVED BLACK PHENOLIC NAME PLATES

UTILIZING THE HOSPITAL NOMENCLATURE AS DIRECTED BY THE VA

PROJECT ENGINEER.

33. CONTRACTOR SHALL ENGAGE INDEPENDENT TESTING COMPANIES

SPECIALIZED AND CERTIFIED IN THE REQUIRED TESTING OF ALL

INSTALLED EQUIPMENT AND COMPONENTS. CALIBRATED TESTING

INSTRUMENTS, MATERIALS, LABOR TO BE SUPPLIED BY THE

INDEPENDENT CERTIFIED TESTING COMPANY FURNISHED BY THE

CONTRACTOR. TAB REPORTS SHALL BE CO-CERTIFIED BY A

REGISTERED PROFESSIONAL MECHANICAL ENGINEER AND THE TESTING

COMPANY REPRESENTATIVE.

34. TWO WEEKS PRIOR TO EACH TESTING PHASE, SUBMIT TO THE VA

PROJECT ENGINEER 3 COPIES OF THE "STATUS REPORT", AND

SUPPORTING DOCUMENTATION THAT ALL MATERIALS AND

WORKMANSHIP HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE

CONSTRUCTION DOCUMENTS, IS PROPERLY INSTALLED, IS READY FOR

FULL OPERATION IN ACCORDANCE WITH ALL APPLICABLE CODES AND

THE CONTRACT REQUIREMENTS

35. TWO WEEKS PRIOR TO THE FINAL INSPECTION, CONTRACTOR SHALL

PROVIDE THE VA PROJECT ENGINEER 2 COMPLETE SETS OF

REPRODUCIBLE CLEAN & LEGIBLE CAD QUALITY DRAWINGS, DISKS AND

MARKED-UP SPECIFICATIONS IDENTIFYING ALL DEVIATIONS FROM THE

ORIGINAL CONSTRUCTION DOCUMENTS. THE DRAFTSMANSHIP SHALL BE

COMPARABLE IN ALL WAYS TO THE ORIGINAL DOCUMENTS, AND SHALL

BE DATED AND NOTED "AS-BUILT".

36. TWO WEEKS PRIOR TO THE FINAL INSPECTION, CONTRACTOR SHALL

PROVIDE THE VA PROJECT ENGINEER WITH 3 COPIES OF THE

COMPLETED "STATUS REPORT", AND EITHER CERTIFICATION WITH

SUPPORTING DOCUMENTATION THAT ALL MATERIALS AND

WORKMANSHIP HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE

CONSTRUCTION DOCUMENTS, IS PROPERLY INSTALLED, IS READY FOR

FACILITY USE IN ACCORDANCE WITH ALL APPLICABLE CODES AND THE

CONTRACT REQUIREMENTS, OR LIST INCOMPLETE ITEMS, VALUE OF

UNCOMPLETED WORK, AND REASONS FOR BEING INCOMPLETE WITH

SUPPORTING DOCUMENTATION.

37. PROVIDE VA PROJECT ENGINEER WITH REFERENCE DOCUMENTS

ITEMIZED IN SECTION 01 42 19.

38. BID DEDUCT ALTERNATES AND UNIT PRICES SHALL BE PROVIDED AT

THE TIME OF BID FOR THE SPECIFIED ITEMS.

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

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VA Project General Notes

-G-001 PNDW 3 of 217

GENERAL PROJECT NOTES

1. These notes are intended for general reference and information and to augment the Contract and Specification information provided under separate cover. Refer to the Contact and Specifications for detailed information and requirements.

2. All Work included in this Contract shall conform to all national, state, and local laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authority. Promptly report to the Architect any nonconformity discovered.

3. The intent of the drawings and specifications is to include all items necessary for the proper execution and completion of Work by the Contractor. Provide a complete, fully operational building. Provide all labor, materials and incidentals necessary to achieve this intent. Failure of the Drawings or Specifications to indicate each incidental shall not relieve the Contractor from providing the necessary items as part of this Contract. The Drawings show the design and layout, describe the quality level and construction techniques in a general sense only. All details are typical. What is shown in one condition applies to all other similar conditions, unless noted otherwise.

4. Verify the following items and report any discrepancies to the Architect prior to proceeding with Work, and proceed with the Work only after such discrepancies are resolved:

• Existing conditions

• Walls, floors, roofs, and substrates where products and systems are to be installed.

• Size and condition of window, door, louver, and other openings where products and systems are to be installed.

• The existence, size, and location of all existing utilities, mechanical and electrical systems.

• Discrepancies between or within the Contract Documents.

• Unsuitable soils: report the location of all unsuitable soil materials below anticipated levels of footings or slabs prior to setting forms.

• Mechanical, electrical and plumbing coordination having potential impact on ceiling heights or building appearance.

• Dimensional discrepancies.

5. Coordinate the Work of all Subcontractors.

6. Do not penetrate structural beams, columns, or shear walls unless specifically detailed otherwise.

7. Provide bond-outs, blocking, sleeves and pipes as required for all wall, floor, roof, and ceiling penetrations.

• Maintain continuity of fire rated assemblies and smoke assemblies. Seal all penetrations to conform to U.L.

rated assemblies and all NFPA and IBC requirements. Refer to the Code Plans for additional Code references.

• All penetrations shall comply with the acoustical assembly rating required for each wall or floor assembly.

8. Mechanical, electrical and plumbing coordination: Ceiling heights and duct sizes are given.

Coordinate the Work to achieve the given visual and performance requirements, and the requirements of mechanical, electrical and plumbing systems within the indicated space.

9. Provide work holes or adequate access to install new systems in concealed spaces, as required or indicated.

10. All new openings into existing masonry walls for mechanical or electrical penetrations shall receive a lintel. Refer to the structural plans for lintel type. Refer to Mechanical and Electrical plans for number, location, and size of all penetrations.

11. Products shall bear UL classification where required by design. Do not remove or paint UL classifications.

12. Definitions:

• New: May be used to indicate items which shall be furnished and installed by this Contract. Typically used to ensure clarity between various components of the drawings. Not all items are labeled as "new" when it is obvious by other indication.

• Existing: Existing building or site components which are in place at the start of Construction. Not all items are labeled as "existing" when it is obvious by other indication. Consult the Architect for clarification.

• Repair: Restore to proper operating and aesthetic condition.

• Restore: Bring back to former condition, by repairing or patching as required.

• Patch: Restore to condition matching existing adjacent construction, surface texture and finish.

• N.I.C. (Not in Contract): Work which is not included in this Contract, but which may require Contractor coordination.

• Remove: Dismantle and/or extract from the premises entirely. Dispose of off of the site unless noted otherwise.

• Replace: Dismantle and/or extract from the premises entirely. Dispose of off of the site unless noted otherwise. Provide new material as indicated.

• Damages: Existing building or site components, not scheduled for work, which are damaged. Such elements and components shall be replaced or restored to original condition by methods approved by the Architect.

• Demolish: Dismantle and/or extract from the premises entirely. Dispose of off of the site unless noted otherwise.

• Salvage: Remove and reinstall or remove and deliver to the Owner, as indicated. Salvaged components may be for limited reuse, to match existing conditions or to patch and repair as indicated

GENERAL ARCHITECTURAL NOTES

1. The Drawings use a system of keyed notes on plans, elevations and details. Instructions for specific components of the Work are keyed to the Drawings. Building systems (partitions, roof & foundation) are keyed to floor plans, wall sections, roof plan and other details as appropriate.

2. Maintain other clear dimensions in accordance with the latest version of the ADA Accessibility Guidelines (ADAAG).

3. Maintain minimum maneuvering clearances at doors in compliance with the ADA Accessibility Guidelines (ADAAG), including but not limited to the following excerpt from 2010 ADA Standards for Accessible Design:

4. All mounting heights and clearances at Toilet Rooms and elsewhere shall comply with the latest version of the ADA Accessibility Guidelines (ADAAG).

• Barrier-Free clearances are given. These clear dimensions shall be maintained in cases of discrepancy.

• All dimensions given for fixture and accessory locations are clear dimensions from finished surfaces, unless noted otherwise. Coordinate actual dimensions with wall construction and finishes.

• Locate all controls, flush valves, shutoffs and similar items in accordance with the latest version of the ADA

Accessibility Guidelines (ADAAG).

• Some items may indicate a range in mounting height. Maintain a consistent mounting height, within the given range, throughout the Project, unless noted otherwise.

5. All grab bar components shall be able to withstand a horizontal load of 250lbs at any point.

6. Install blocking behind all surface-applied fixtures, trim, grab bars, shelves, chair rails, picture rails, base moldings, tack or marker boards, window treatment, wall or base cabinets or counters, and miscellaneous accessories mounted on stud walls.

7. Install 2 coat hooks centered on the inside of each toilet room door, mounted at 48”AFF and 60”

AFF.

8. All wood not indicated to be painted shall be natural finish (clear).

9. Flooring and floor finishes shall be installed to a maximum differential of 1/16" between dissimilar materials. Provide transition strips or thresholds (1/2" maximum) of same material as flooring and/or as noted on the drawings, between dissimilar flooring materials

10. Patch and level existing floors to receive new finishes as indicated in the room finish schedule.

11. Pipes below sinks shall be insulated or configured to protect against contact.

GENERAL PATCHING AND REPAIRING NOTES

1. Where new construction either infills or abuts existing construction, the finished faces shall align, and the surfaces shall be finished to match.

2. After cutting, fitting, or removal of building components, any resulting holes shall be patched. Such patches shall be flush with adjacent surfaces and finished to match.

3. Maintain fire and smoke ratings.

4. Provide metal cover plates at all abandoned electrical devices, finished to match wall.

GENERAL DEMOLITION AND REMOVAL NOTES

1. The demolition drawings provide general coordination information only, and are schematic in nature. They do not identify all individual items to be removed. Remove any existing construction which logically is in the way of new construction or prohibits the new construction shown on the Architectural floor plans.

2. Verify existing structural conditions prior to demolition or removals

3. Protect from damage and weather any existing building components, which are exposed as a result of demolition or removals.

4. Coordinate and schedule all work in existing occupied portions of the building with the Owner.

5. Notify the Architect and Owner immediately upon discovery of potentially hazardous material or substance not addressed in the contract documents, including but not limited to asbestos, PCB, lead, mercury, and mold. Do not disturb hazardous materials. Hazardous material shall be legally disposed of.

6. Concrete slab removals may be required throughout the existing building and may not be shown on the demolition drawings. Coordinate the extent of slab removals with Structural, Mechanical and Electrical plans. Cut trenches in existing concrete floors with no more than a 1:2 slope. Patch concrete to match adjacent thickness and finish prior to the installation of underlayment or new finishes.

7. Removal of the materials as indicated shall be done without disturbing adjacent surfaces to remain or the current condition of the building elements.

8. The Owner shall remove furniture and other movable and/or fixed equipment prior to new work in any area, except for mechanical, electrical or minor work not requiring the Owner to completely vacate the premises. Notify the Owner of the schedule for new work and extent of Owner removals necessary.

9. Remove all damaged and/or discarded building construction material from concealed spaces. Prior to closing- or sealing-off concealed spaces, the Contractor shall allow for an inspection of components which will not be visible when the spaces have been sealed.

10. All demolition/removal debris is the property of the Contractor, unless noted otherwise, and shall be legally disposed of.

MATERIALS LEGEND

GRAVEL

CONCRETE MASONRY UNIT

BRICK

CONCRETE

SOIL

STEEL

WOOD FRAMING

WOOD BLOCKING

GYPSUM BOARD

PLYWOOD

BATT INSULATION

RIGID INSULATION

ABBREVIATIONS

AB ANCHOR BOLT

AB AIR BARRIER

AC AIR CONDITIONING

ADDL ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AH AIR HANDLER

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

AOR AREA OF REFUGE

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ARND AROUND

AWP ACOUSTICAL WALL PANEL

BD BOARD

BF BARRIER FREE

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BENCHMARK

BOT BOTTOM

BO BOTTOM OF

BRK BRICK

BRG BEARING

B/S BACKER ROD AND SEALANT

BSMT BASEMENT

C, CRS COURSE

CAB CABINET

CB CATCH BASIN

CC CENTER TO CENTER

CF CUBIC FOOT

CFMF COLD FORMED METAL

FRAMING

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONC/C COLORED CONCRETE

CONT CONTINUOUS OR CONTINUE

CONTR CONTRACTOR

CPT CARPET

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CWT CERAMIC WALL TILE

CUH CABINET UNIT HEATER

CY CUBIC YARD

DBL DOUBLE

DC DISPLAY CASE

DEMO DEMOLISH, DEMOLITION

DF DRINKING FOUNTAIN

DIA, DIAM DIAMETER

DIM DIMENSION

DIV DIVISION

DMP DEMOUNTABLE PARTITION

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EMHO ELECTRO MAGNETIC HOLD

OPEN

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

EP EPOXY PAINT

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSED/ENCLOSURE

EO EDGE OF

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

EXT EXTERIOR

EW EYEWASH

EWC ELECTRIC WATER COOLER

FB FIRE BLANKET

FBO FURNISHED BY OWNER

FCS FLOOR COATING SYSTEM

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER AND

CABINET

FFE FINISHED FLOOR ELEVATION

FG FIBERGLASS

FHVC FIRE HOSE AND VALVE

CABINET

FIN FINISH(ED)

FIN GR FINISH GRADE

FLR FLOOR(ING)

FNDN FOUNDATION

FP FIREPROOFING

FO FACE OF

FRMG FRAME(ING)

FRP FIBER REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FSR FLEXIBLE SHEET ROOFING

FT FOOT(FEET)

FTG FOOTING

FTR FIN TUBE RADIATION

FUR FURRED(ING)

FV FIELD VERIFY

FWC FABRIC WALL COVERING

GA GAUGE

GALV GALVINIZED

GB GRAB BAR

GFB GROUND FACE CMU

GL GLASS, GLAZING

GWB GYPSUM WALLBOARD

HARD HARDENER

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDO HIGH DENSITY OVERLAY

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HAND RAIL

HT HEIGHT

HTG HEATING

HVAC HEATING/VENTILATION/AIR CONDITIONING

IBC INSTALLED BY CONTRACTOR

ID INSIDE DIAMETER

IN INCH (ES)

INCL INCLUDE (D), (ING)

INFO INFORMATION

INSUL INSULATED/INSULATION

INT INTERIOR

INV INVERT

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LB POUND (S)

LCC LEAD COATED COPPER

LF LINEAR FOOT

LH LEFT HAND

LOC’N LOCATION

LW LIGHTWEIGHT (CMU)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MCWF MULTI COLOR WALL FINISH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MF MEMBRANE FLASHING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING, MOULDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MRGB MOISTURE RESISTANT

GYPSUM BOARD

MS MOP SINK

MSF METAL STUD FRAMING

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O/ OVER

OC ON CENTER

OD OUTSIDE DIAMETER

OFS OVERFLOW SCUPPER

OP OPAQUE

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPS OPERABLE PANEL SYSTEM

P, PTD PAINT

PC PRECAST CONC.

PERF PERFORATED

PERIM PERIMETER

PRKG PARKING

PL PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QR QUARTER ROUND

QT QUARRY TILE

RD ROOF DRAIN

RE: REFERENCE

REF REFRIGERATOR

REQ’D REQUIRED

REV REVISION (S), REVISED

RL RAIN LEADER

RF RUBBER FLOOR

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SAT SUSPENDED ACOUSTICAL TILE

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN, SOAP DISPENSER

SECT SECTION

SF SQUARE FOOT

SGL SAFETY GLASS

SH SHOWER

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SNR SANITARY NAPKIN RECEPTOR

SOF SPRAYED-ON FIREPROOFING

SP SPECIAL PAINT

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRL STRUCTURAL

STRUCT STRUCTURE/STRUCTURAL

SUPT SUPPORT

SUSP SUSPENDED

SV SHEET VINYL

T TOILET

TB TOWEL BAR

TB TACKBOARD

T&G TONGUE AND GROOVE

TGL TEMPERED GLASS

THK THICK(NESS)

TO TOP OF

TP TOILET PARTITION

TPD TOILET PAPER DISPENSER

TV TELEVISION

TYP TYPICAL

UCR UNDER COUNTER REFRIGERATOR

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER/VINY BASE

VC VALVE CABINET

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VPW VENEER PLYWOOD

VWC VINYL WALL COVERING

W WEST

W/ WITH

WC WATER CLOSET

WD WOOD

WGL WIRE GLASS

WH WATER HEATER

W/O WITHOUT

WS WATERSTOP

WP WATERPROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

YD YARD

ZCC ZINC-COATED COPPER

SYMBOLS

ROOM TAG

DOOR TAG

1t WINDOW/GLAZING TAG

0.0

S4

A41.1

FIRE RATINGS

SMOKE

1 HOUR FIRE RATED PARTITION

2 HOUR FIRE RATED PARTITION

WALL TAG

A101

SIM

BUILDING SECTION

WALL SECTION

PLAN OR SECTION DETAIL

INTERIOR ELEVATION

EXTERIOR ELEVATION

A101

SIM

FLOOR LEVEL\VERTICAL ELEVATION

COLUMN CENTERLINE

Room name

150 SF

SPECIALTY EQUIPMENT\

TOILET ACCESSORY TAG

1i

A101

SIM

A101

SIM

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs i

6" on e i

6" on e h a lf i nc f oo t 6"

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

CIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103

AE Research Addition 523-307

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3-31-2016

Project General Notes & Material Legend

-G-002

PNDW

1/8" = 1'-0" _Symbols Legend

SL

P 32 Turnpike Road

Precision Land Surveying, Inc.

Southborough, Massachusetts 01772

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg: of 217

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua rte rs

6" on e i

6" on e h al f in es

6"

SPECIFICATIONS:

Lowell Specifications 50 Fernald Road Freeport, ME 04032 Tel: (207)865-4518 Fax: (207) 865-1136

Stantec 482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

Becker Structural Engineers 75 York Street Portland, ME 04101 Tel: (207) 879-1838

A

B

C

D

E

03/31/2016

523-307AE Research Addition

100% DOCUMENTS

VF 101

SURVEY - PLAN -FIELD

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg: of 217

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h al f in

6"

SPECIFICATIONS:

Lowell Specifications 50 Fernald Road Freeport, ME 04032 Tel: (207)865-4518 Fax: (207) 865-1136

Stantec 482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

Becker Structural Engineers 75 York Street Portland, ME 04101 Tel: (207) 879-1838

A

B

C

D

E

03/31/2016

523-307AE Research Addition

100% DOCUMENTS

CD101

JMTM

CIVIL - PLAN - DEMO

STOP

DO NOT ENTER

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg: of 217

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h al f in

6"

SPECIFICATIONS:

Lowell Specifications 50 Fernald Road Freeport, ME 04032 Tel: (207)865-4518 Fax: (207) 865-1136

Stantec 482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

Becker Structural Engineers 75 York Street Portland, ME 04101 Tel: (207) 879-1838

A

B

C

D

E

03/31/2016

523-307AE Research Addition

100% DOCUMENTS

CS101

JMTM

CIVIL - PLAN - SITE

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg: of 217

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h al f in

6"

SPECIFICATIONS:

Lowell Specifications 50 Fernald Road Freeport, ME 04032 Tel: (207)865-4518 Fax: (207) 865-1136

Stantec 482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

Becker Structural Engineers 75 York Street Portland, ME 04101 Tel: (207) 879-1838

A

B

C

D

E

03/31/2016

523-307AE Research Addition

100% DOCUMENTS

CS102

JMTM

CIVIL - PLAN - SITE

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg: of 217

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h al f in

6"

SPECIFICATIONS:

Lowell Specifications 50 Fernald Road Freeport, ME 04032 Tel: (207)865-4518 Fax: (207) 865-1136

Stantec 482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

Becker Structural Engineers 75 York Street Portland, ME 04101 Tel: (207) 879-1838

A

B

C

D

E

03/31/2016

523-307AE Research Addition

100% DOCUMENTS

CG101

JMTM

CIVIL - PLAN - GRADING

GAS

G A

S G

A S

G A

S G

AS

GAS GAS

E

E

E E

E E

E E

E E E

E E

E E

E E

E E

E

E

E

E

C C

C

C C

C

E E

E

M

D

S

M

E C

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

Dwg: of 217

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig on e q ua rte r i on e h al f th re e e ig th re e q ua

6" on e i

6" on e h al f in

6"

SPECIFICATIONS:

Lowell Specifications 50 Fernald Road Freeport, ME 04032 Tel: (207)865-4518 Fax: (207) 865-1136

Stantec 482 Payne Road Scarborough, ME 04074 Tel: (207) 883-3355 Fax: (207) 883-3376

Denis McLaughlin Telephone: 857-364-5149

1 2 3 4 5 6 7 8

Jamaica Plain, MA

Becker Structural Engineers 75 York Street Portland, ME 04101 Tel: (207) 879-1838

A

B

C

D

E

03/31/2016

523-307AE Research Addition