S02 518-18-035_Construction Drawings Final R1 02042020 with deduct alternates-part 3 of 4.pdf

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MECH

TMS

ELEV.

IT

TMS

IT

STAIR

ELEV.

ROOM

MACHINE

STAIR

STAIR

STAIR

TOOL ROOM

CORRIDOR

STORAGE

BREAKROOM

SHOP

CARPENTER

STAIR 014

STAIR

RESTROOM

STAFF

RESTROOM

OFFICE

STORAGE

ELEC.

LOBBY

UNION OFFICE

ROOM

ELECTRICAL

MAIN

ROOM

MECHANICAL

ROOM

LOCKER

RESTROOM

STAFF

MCHIM

MCHIM

SHOP

ELEVATOR

MECHANICAL

RM.

ELEC. BREAK

ELEC. OFFICE

ELE./STORAGE

SHOP

MAINTENANCE

AREA

ELEC./STORAGE

VESTIBULE

CORRIDOR

CORRIDOR

CORRIDOR

SERVICE

TYPE DESCRIPTION

EXISTING FIRE SPRINKLER 1/2" QR PENDENT

EXISTING SPRINKLER 1/2" RECESSED PENDENT

EXISTING SPRINKLER 1/2" UPRIGHT

EXISTING SPRINKLER 1/2" QR SIDEWALL

AREA NOT IN ARCHITECTURAL OR FIRE PROTECTION SCOPE

NEW FIRE SPRINKLER 1/2" QR PENDENT

1. SIDEWALL FIRE SPRINKLER REQUIRED IN BOTTOM OF HOISTWAY FOR

HYDRAULIC ELEVATOR. SHUNT TRIP NOT REQUIRED WITH SPRINKLER

BELOW ELEVATOR CAB PER NFPA 72.

Department of Veterans Affairs

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

CONSULTANTS:

Approved: Project Director

TJW CMG

BUILDING SIX

SEAL:ARCHITECT/ENGINEER:

STRUCTURAL ENGINEER

BOB D. CAMPBELL

4338 BELLEVIEW AVENUE

KANSAS CITY, MO 64111

(816) 531-4144

MEP ENGINEER

WATSON ENGINEERING

1112 STATE ROUTE 434

OWEGO, NY 13827

(607) 223-4334

35% DESIGN SUBMISSION 11/21/2018

60% DESIGN SUBMISSION 1/25/2019

100% SUBMITTAL

90% DESIGN SUBMISSION 8/30/2019

FIRE PROTECTION ENGINEER

CMG FIRE PROTECTION

10727 W 128 STREET

OVERLAND PARK, KS 66213

(913)239-8900

90% DESIGN RESUBMISSION10/23/2019

FX101

FIRE SPRINKLER FLOOR PLAN

- LOWER LEVEL NEW WORK

BEDFORD VAMC

MENTAL HEALTH

BEDFORD, MA

518-18-035

2019.12.11

1 fire sprinkler plan - lower level fire protection legend fire protection plan notes new fire protection general notes fire protection plan notes

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text GENERAL: COORDINATE WITH WORK SHOWN ON STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. ALL DEMOLISHED MATERIALS TO BE PROPERLY DISPOSED OF BY CONTRACTOR. RELOCATE SPRINKLERS AS NECESSARY FOR NEW CONSTRUCTION WORK. PROPOSED LOCATIONS FOR FIRE SPRINKLERS ARE SHOWN WITH THE NEW WALL LAYOUTS. EXISTING LOCATIONS CAN BE REUSED AFTER FIELD SURVEY AND IN CONFORMANCE WITH THE REQUIREMENTS OF NFPA 13 FOR SPACING. CONNECT NEW SPRINKLERS TO EXISTING PIPING WHERE LOCATIONS OF EXISTING PIPING CAN BE REUSED. FIRE SPRINKLER LOCATIONS AND TYPES, FIRE SPRINKLER PIPE AND SIZES SHALL MATCH EXISTING. CONTRACTOR SHALL OBTAIN AS-BUILT PLANS AND PROVIDE A COMPLETE FIELD SURVEY PRIOR TO STARTING WORK. PROVIDE SHOP DRAWINGS SHOWING ALL RELOCATED FIRE SPRINKLERS, NEW SPRINKLERS AND RELOCATED/REMOVED FIRE SPRINKLER PIPING. ALL RELOCATED FIRE SPRINKLERS MUST BE REPLACED WITH NEW PER NFPA 13. NFPA 13 - 2016 ED - 7.1.5 A SINGLE AIR VENT WITH A CONNECTION SHALL BE PROVIDED ON EACH WET PIPE SYSTEM. THE AIR VENT SHALL BE LOCATED NEAR A HIGH POINT IN THE SYSTEM TO ALLOW AIR TO BE REMOVED FROM THAT PORTION OF THE SYSTEM BY ONE OF THE FOLLOWING METHODS: (1) MANUAL VALVE, MINIMUM 1/2 (15MM) SIZE MANUAL VALVE, MINIMUM 1/2 (15MM) SIZE (2) AUTOMATIC AIR VENTAUTOMATIC AIR VENT

AutoCAD SHX Text A. EXISTING WET PIPE SPRINKLER SYSTEM SHALL BE EXTENDED / MODIFIED FOR NEW WORK. EXISTING WET PIPE SPRINKLER SYSTEM SHALL BE EXTENDED / MODIFIED FOR NEW WORK. B. ENTIRE SYSTEM SHALL BE DESIGNED FOR STRICT COMPLIANCE WITH 2015 NFPA-13, AND THE VA FIRE ENTIRE SYSTEM SHALL BE DESIGNED FOR STRICT COMPLIANCE WITH 2015 NFPA-13, AND THE VA FIRE PROTECTION DESIGN MANUAL. SYSTEM SHALL BE COMPLETE AND FULLY CODE COMPLIANT. C. CONTRACTOR SHALL COORDINATE WITH NEW REFLECTED CEILING PLAN, NEW DUCTWORK LAYOUT AND CONTRACTOR SHALL COORDINATE WITH NEW REFLECTED CEILING PLAN, NEW DUCTWORK LAYOUT AND LIGHTING LAYOUTS. FURNISH ALL MATERIALS, LABOR, TOOLS, TRANSPORTATION, INCIDENTALS AND APPURTENANCES TO COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL ITEMS OF WORK REQUIRED FOR SYSTEM OPERATION. D. FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED AND COORDINATED SHOP DRAWINGS SO AS FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED AND COORDINATED SHOP DRAWINGS SO AS TO AVOID CONFLICTS IN THE FIELD. ALL SPRINKLER LINES SHALL BE CONCEALED, AVOIDING INTERFERENCES WITH LIGHTS, DUCTS, PIPES, ETC. ALL COORDINATION SHALL TAKE PLACE PRIOR TO INSTALLATION. E. CONTRACTOR SHALL FILE ALL DRAWINGS, PAY ALL FEES AND OBTAIN PERMITS AND CERTIFICATES OF CONTRACTOR SHALL FILE ALL DRAWINGS, PAY ALL FEES AND OBTAIN PERMITS AND CERTIFICATES OF INSPECTIONS RELATIVE TO THIS WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING SPRINKLERS, PIPING, ETC. F. FIRE PROTECTION CONTRACTOR TO REPLACE EXISTING SPRINKLERS TO ACCOMMODATE AREAS WHERE FIRE PROTECTION CONTRACTOR TO REPLACE EXISTING SPRINKLERS TO ACCOMMODATE AREAS WHERE CEILING WORK IS TO TAKE PLACE. RE: ARCHITECTURAL REFLECTED CEILING PLANS. G. SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH NFPA 25 SECTION 5.2.2.2 AND PIPING SHALL SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH NFPA 25 SECTION 5.2.2.2 AND PIPING SHALL NOT BE SUBJECTED TO EXTERNAL LOADS BY MATERIALS EITHER RESTING ON THE PIPE OR HUNG FROM THE PIPE. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING SPRINKLERS, PIPING, ETC. H. FIRE PROTECTION CONTRACTOR TO REWORK EXISTING SPRINKLERS TO ACCOMMODATE AREAS WHERE FIRE PROTECTION CONTRACTOR TO REWORK EXISTING SPRINKLERS TO ACCOMMODATE AREAS WHERE CEILING WORK IS TO TAKE PLACE. RE: ARCHITECTURAL REFLECTED CEILING PLANS. LIGHT HAZARD OCCUPANCIES: OFFICES, CONFERENCE ROOMS, AND CUSTOMARY ACCESS AREAS. ORDINARY HAZARD GROUP 1 OCCUPANCIES: LABORATORIES, MECHANICAL EQUIPMENT ROOMS, ELECTRIC CLOSETS. ORDINARY HAZARD GROUP 2 OCCUPANCIES: STORAGE ROOMS, BUILDING MANAGEMENT STORAGE, FILE STORAGE AREAS FOR THE ENTIRE AREA OF THE SPACE UP TO 140 SQUARE METERS (1500 SQUARE FEET). I. PIPING AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA 13 AND AS FOLLOWS: PIPING AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA 13 AND AS FOLLOWS: PIPING SIZES 50 MM (2 INCHES) AND SMALLER SHALL BE BLACK STEEL SCHEDULE 40 WITH THREADED END CONNECTIONS. PIPING SIZES 65 MM (2 ½ INCHES) AND LARGER SHALL BE BLACK STEEL SCHEDULE 10 WITH GROOVED CONNECTIONS. GROOVES IN SCHEDULE 10 PIPING SHALL BE ROLLED GROOVED ONLY. FLEXIBLE SPRINKLER HOSE SHALL BE FM APPROVED AND LIMITED TO HOSE WITH THREADED END FITTINGS WITH A MINIMUM INSIDE DIAMETER OR 1-INCH AND A MAXIMUM LENGTH OF 6-FEET. J. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

VHABEDSanfoM Text Box

DEDUCT ALTERNATES

DEDUCT ALTERNATE NUMBER 1: Project 1 (Correct MH Deficiencies 6B Second Floor, VA Medical Center, Bedford, Massachusetts 518-18-001) and Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035) - Delete all elevator work pertaining to specification section 14 24 00 Hydraulic Elevator. Elevator shaft to remain in project. Add to frame elevator shaft opening on the basement, first floor, and second floor with a two hour fire rated shaft wall system with 5/8” gypsum wallboard to face of shaft wall on the elevator lobby side of the opening; ensure face of gypsum board aligns with adjacent gypsum board; paint gypsum wallboard.

DEDUCT ALTERNATE NUMBER 2: Delete all roof repair work in Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035).

DEDUCT ALTERNATE NUMBER 3: Delete all bathroom basement work and filling of abandoned steam trenches in Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035).

UPUP

UP

UP

UP

UP

'-0

RELOCATED FIRE SPRINKLERS

Spri nk ler Stan dp ipe

Spri nk ler Stan dp ipe

'-2

13'-0

NORTH ZONE SOUTH ZONE

TYPE DESCRIPTION

EXISTING FIRE SPRINKLER 1/2" QR PENDENT

EXISTING SPRINKLER 1/2" RECESSED PENDENT

EXISTING SPRINKLER 1/2" UPRIGHT

EXISTING SPRINKLER 1/2" QR SIDEWALL

FX102

FIRE SPRINKLER FLOOR PLAN

- MAIN LEVEL EXISTING

BEDFORD VAMC

MENTAL HEALTH

BEDFORD, MA

518-18-035

2019.12.11

1 fire sprinkler demo plan - main level demolition general notes fire protection legend

Department of Veterans Affairs

Drawing Title

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn Dwg.

ofRevisions: Date o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

CONSULTANTS:

Approved: Project Director

TJW CMG

BUILDING SIX

SEAL:ARCHITECT/ENGINEER:

35% DESIGN SUBMISSION 11/21/2018

60% DESIGN SUBMISSION 1/25/2019

100% SUBMITTAL

90% DESIGN SUBMISSION 8/30/2019

90% DESIGN RESUBMISSION 10/23/2019

STRUCTURAL ENGINEER

BOB D. CAMPBELL

4338 BELLEVIEW AVENUE

KANSAS CITY, MO 64111

(816) 531-4144

MEP ENGINEER

WATSON ENGINEERING

1112 STATE ROUTE 434

OWEGO, NY 13827

(607) 223-4334

FIRE PROTECTION ENGINEER

CMG FIRE PROTECTION

10727 W 128 STREET

OVERLAND PARK, KS 66213

(913)239-8900

100% DESIGN SUBMISSION 12/11/2019

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text GENERAL: COORDINATE WITH WORK SHOWN ON STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS REF. TO NEW CONSTRUCTION FOR NEW SPRINKLER AND PIPING RELOCATIONS OR REMOVAL BASED ON NEW ARCHITECTURAL PLAN LAYOUTS. THIS DRAWING REFLECTS EXISTING PIPING AND SPRINKLER LOCATIONS AS INDICATED ON AS-BUILT DRAWINGS. ALL RELOCATED FIRE SPRINKLERS MUST BE REPLACED WITH NEW PER NFPA 13.

VHABEDSanfoM Text Box

DEDUCT ALTERNATES

DEDUCT ALTERNATE NUMBER 1: Project 1 (Correct MH Deficiencies 6B Second Floor, VA Medical Center, Bedford, Massachusetts 518-18-001) and Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035) - Delete all elevator work pertaining to specification section 14 24 00 Hydraulic Elevator. Elevator shaft to remain in project. Add to frame elevator shaft opening on the basement, first floor, and second floor with a two hour fire rated shaft wall system with 5/8” gypsum wallboard to face of shaft wall on the elevator lobby side of the opening; ensure face of gypsum board aligns with adjacent gypsum board; paint gypsum wallboard.

DEDUCT ALTERNATE NUMBER 2: Delete all roof repair work in Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035).

DEDUCT ALTERNATE NUMBER 3: Delete all bathroom basement work and filling of abandoned steam trenches in Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035).

10'-0 10'-0

9'-11

NORTH ZONE SOUTH ZONE

ADDED FIRE SPRINKLER 1/2" QR PENDENT1

TYPE DESCRIPTION

EXISTING FIRE SPRINKLER 1/2" QR PENDENT

EXISTING FIRE SPRINKLER MOVED TO RELOCATED POSITION

RELOCATED FIRE SPRINKLER 1/2" QR PENDENT3

REMOVED FIRE SPRINKLER4

EXISTING SPRINKLER 1/2" RECESSED PENDENT

EXISTING SPRINKLER 1/2" UPRIGHT

CONTRACTOR SHALL VERIFY ALL SPRINKLERS - EXISTING AND NEW AND SHALL

SHOW ALL SPRINKLERS ON SHOP DRAWINGS AND SIZE ALL PIPE AND FITTINGS.

7 SIDEWALL FIRE SPRINKLER

FX103

FIRE SPRINKLER FLOOR PLAN

- MAIN LEVEL NEW WORK

BEDFORD VAMC

MENTAL HEALTH

BEDFORD, MA

518-18-035

2019.12.11

1 fire sprinkler plan - main level fire protection design notes new fire protection general notes fire protection legend

Department of Veterans Affairs

Drawing Title

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn Dwg.

ofRevisions: Date o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

CONSULTANTS:

Approved: Project Director

TJW CMG

BUILDING SIX

SEAL:ARCHITECT/ENGINEER:

35% DESIGN SUBMISSION 11/21/2018

60% DESIGN SUBMISSION 1/25/2019

100% SUBMITTAL

90% DESIGN SUBMISSION 8/30/2019

90% DESIGN RESUBMISSION 10/23/2019

STRUCTURAL ENGINEER

BOB D. CAMPBELL

4338 BELLEVIEW AVENUE

KANSAS CITY, MO 64111

(816) 531-4144

MEP ENGINEER

WATSON ENGINEERING

1112 STATE ROUTE 434

OWEGO, NY 13827

(607) 223-4334

FIRE PROTECTION ENGINEER

CMG FIRE PROTECTION

10727 W 128 STREET

OVERLAND PARK, KS 66213

(913)239-8900

100% DESIGN SUBMISSION 12/11/2019

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AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text GENERAL: COORDINATE WITH WORK SHOWN ON STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. ALL DEMOLISHED MATERIALS TO BE PROPERLY DISPOSED OF BY CONTRACTOR. FIRE SPRINKLER LOCATIONS AND TYPES, FIRE SPRINKLER PIPE AND SIZES ARE SHOWN FOR INFORMATION ONLY CONTRACTOR IS RESPONSIBLE FOR CORRECT DEVICES AND LOCATIONS PER NFPA 72 AND THE VA DESIGN GUIDE. CONTRACTOR SHALL OBTAIN AS-BUILT PLANS AND PROVIDE A COMPLETE FIELD SURVEY PRIOR TO STARTING WORK. PROVIDE SHOP DRAWINGS SHOWING ALL RELOCATED FIRE SPRINKLERS, NEW DEVICES AND RELOCATED/REMOVED FIRE SPRINKLER PIPING. REFER TO NEW CONSTRUCTION FOR NEW SPRINKLER AND PIPING LOCATIONS. ALL RELOCATED FIRE SPRINKLERS MUST BE REPLACED WITH NEW PER NFPA 13. NFPA 13 - 2016 ED - 7.1.5 A SINGLE AIR VENT WITH A CONNECTION SHALL BE PROVIDED ON EACH WET PIPE SYSTEM. THE AIR VENT SHALL BE LOCATED NEAR A HIGH POINT IN THE SYSTEM TO ALLOW AIR TO BE REMOVED FROM THAT PORTION OF THE SYSTEM BY ONE OF THE FOLLOWING METHODS: (1) MANUAL VALVE, MINIMUM 1/2 (15MM) SIZE MANUAL VALVE, MINIMUM 1/2 (15MM) SIZE (2) AUTOMATIC AIR VENTAUTOMATIC AIR VENT

AutoCAD SHX Text A. EXISTING WET PIPE SPRINKLER SYSTEM SHALL BE EXTENDED / MODIFIED FOR NEW WORK. EXISTING WET PIPE SPRINKLER SYSTEM SHALL BE EXTENDED / MODIFIED FOR NEW WORK. (PROVIDE NEW CONTROL VALVE TO ISOLATE THE NEW CONSTRUCTION.) B. ENTIRE SYSTEM SHALL BE DESIGNED FOR STRICT COMPLIANCE WITH 2015 NFPA-13, AND ENTIRE SYSTEM SHALL BE DESIGNED FOR STRICT COMPLIANCE WITH 2015 NFPA-13, AND THE VA FIRE PROTECTION DESIGN MANUAL. SYSTEM SHALL BE COMPLETE AND FULLY CODE COMPLIANT. C. CONTRACTOR SHALL COORDINATE WITH NEW REFLECTED CEILING PLAN, NEW DUCTWORK CONTRACTOR SHALL COORDINATE WITH NEW REFLECTED CEILING PLAN, NEW DUCTWORK LAYOUT AND LIGHTING LAYOUTS. FURNISH ALL MATERIALS, LABOR, TOOLS, TRANSPORTATION, INCIDENTALS AND APPURTENANCES TO COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL ITEMS OF WORK REQUIRED FOR SYSTEM OPERATION. D. FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED AND COORDINATED SHOP FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED AND COORDINATED SHOP DRAWINGS SO AS TO AVOID CONFLICTS IN THE FIELD. ALL SPRINKLER LINES SHALL BE CONCEALED, AVOIDING INTERFERENCES WITH LIGHTS, DUCTS, PIPES, ETC. ALL COORDINATION SHALL TAKE PLACE PRIOR TO INSTALLATION. E. CONTRACTOR SHALL FILE ALL DRAWINGS, PAY ALL FEES AND OBTAIN PERMITS AND CONTRACTOR SHALL FILE ALL DRAWINGS, PAY ALL FEES AND OBTAIN PERMITS AND CERTIFICATES OF INSPECTIONS RELATIVE TO THIS WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING SPRINKLERS, PIPING, ETC. F. FIRE PROTECTION CONTRACTOR TO REPLACE EXISTING SPRINKLERS TO ACCOMMODATE AREAS FIRE PROTECTION CONTRACTOR TO REPLACE EXISTING SPRINKLERS TO ACCOMMODATE AREAS WHERE CEILING WORK IS TO TAKE PLACE. RE: ARCHITECTURAL REFLECTED CEILING PLANS. G. SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH NFPA 25 SECTION 5.2.2.2 AND PIPING SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH NFPA 25 SECTION 5.2.2.2 AND PIPING SHALL NOT BE SUBJECTED TO EXTERNAL LOADS BY MATERIALS EITHER RESTING ON THE PIPE OR HUNG FROM THE PIPE. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING SPRINKLERS, PIPING, ETC. H. FIRE PROTECTION CONTRACTOR TO REWORK EXISTING SPRINKLERS TO ACCOMMODATE AREAS FIRE PROTECTION CONTRACTOR TO REWORK EXISTING SPRINKLERS TO ACCOMMODATE AREAS WHERE CEILING WORK IS TO TAKE PLACE. RE: ARCHITECTURAL REFLECTED CEILING PLANS. LIGHT HAZARD OCCUPANCIES: OFFICES, CONFERENCE ROOMS, AND CUSTOMARY ACCESS AREAS. ORDINARY HAZARD GROUP 1 OCCUPANCIES: LABORATORIES, MECHANICAL EQUIPMENT ROOMS, ELECTRIC CLOSETS. ORDINARY HAZARD GROUP 2 OCCUPANCIES: STORAGE ROOMS, BUILDING MANAGEMENT STORAGE, FILE STORAGE AREAS FOR THE ENTIRE AREA OF THE SPACE UP TO 140 SQUARE METERS (1500 SQUARE FEET). I. PIPING AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA 13 AND AS FOLLOWS: PIPING AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA 13 AND AS FOLLOWS: PIPING SIZES 50 MM (2 INCHES) AND SMALLER SHALL BE BLACK STEEL SCHEDULE 40 WITH THREADED END CONNECTIONS. PIPING SIZES 65 MM (2 ½ INCHES) AND LARGER SHALL BE BLACK STEEL SCHEDULE 10 WITH GROOVED CONNECTIONS. GROOVES IN SCHEDULE 10 PIPING SHALL BE ROLLED GROOVED ONLY. FLEXIBLE SPRINKLER HOSE SHALL BE FM APPROVED AND LIMITED TO HOSE WITH THREADED END FITTINGS WITH A MINIMUM INSIDE DIAMETER OR 1-INCH AND A MAXIMUM LENGTH OF 6-FEET. J. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

VHABEDSanfoM Text Box

DEDUCT ALTERNATES

DEDUCT ALTERNATE NUMBER 1: Project 1 (Correct MH Deficiencies 6B Second Floor, VA Medical Center, Bedford, Massachusetts 518-18-001) and Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035) - Delete all elevator work pertaining to specification section 14 24 00 Hydraulic Elevator. Elevator shaft to remain in project. Add to frame elevator shaft opening on the basement, first floor, and second floor with a two hour fire rated shaft wall system with 5/8” gypsum wallboard to face of shaft wall on the elevator lobby side of the opening; ensure face of gypsum board aligns with adjacent gypsum board; paint gypsum wallboard.

DEDUCT ALTERNATE NUMBER 2: Delete all roof repair work in Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035).

DEDUCT ALTERNATE NUMBER 3: Delete all bathroom basement work and filling of abandoned steam trenches in Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035).

Department of Veterans Affairs

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

CONSULTANTS:

Approved: Project Director

BUILDING SIX

SEAL:ARCHITECT/ENGINEER:

STRUCTURAL ENGINEER

BOB D. CAMPBELL

4338 BELLEVIEW AVENUE

KANSAS CITY, MO 64111

(816) 531-4144

MEP ENGINEER

WATSON ENGINEERING

1112 STATE ROUTE 434

OWEGO, NY 13827

(607) 223-4334

1 100% Revisions 1/24/20

MEP100

GENERAL MEP NOTES BEDFORD VAMC

MENTAL HEALTH

BEDFORD, MA

518-18-035

1/24/20

100% S

UBMITTAL

JWE MPL

GENERAL NOTES:

1. THE GENERAL NOTES ON THIS SHEET APPLY TO ALL THE DRAWING DISCIPLINES.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL ASPECTS OF THE DESIGN, TO INCLUDE, BUT NOT LIMITED TO DIMENSIONS, EXISTING CONDITIONS, PROJECT EXTENTS, SITE ACCESS, AND WORK OF SUB-

TRADES, PRIOR TO SUBMITTING A BID.

3. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, ALTHOUGH NO ATTEMPT WAS MADE TO SHOW EVERY OFFSET, FITTING, BEAM, PIPE SUPPORT, CLEARANCE, ETC. IT IS THE CONTRACTOR’S

RESPONSIBILITY TO SURVEY ALL WORK AREAS AND SUBMIT FINAL, DETAILED COORDINATED SHOP DRAWINGS FOR REVIEW BY THE DESIGNER OF RECORD TO ENSURE THAT THE DESIGN INTENT WILL BE MET AND THAT ALL TRADES ARE PROPERLY COORDINATED. CHANGES REQUIRED TO FIT EQUIPMENT, PIPING, AND DUCTWORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. ANY MAJOR DISCREPANCIES SHALL BE

CLARIFIED PRIOR TO SUBMITTAL OF BID.

4. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, TRANSITIONS, FITTINGS, CLEARANCES, POSSIBLE CLASHES, AND ACCESSORIES THAT MAY BE REQUIRED.

COORDINATE ALL THE WORK OF ALL THE TRADES TO INSURE ALL DUCTS, PIPES, CONDUITS, ETC. DO NOT CONFLICT AND CLEAR STRUCTURAL AND ARCHITECTURAL MEMBERS. THE CONTRACTOR IS RESPONSIBLE FOR

DEVELOPING COORDINATED SHOP DRAWINGS FOR REVIEW PRIOR TO STARTING INSTALLATION.

5. CONTRACTOR SHALL VISIT THE SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO SUBMITTING BID. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO SUBMITTAL OF BID.

6. IF A JOB REQUIRES TYING INTO ANY EXISTING MECHANICAL SYSTEM, THE CONTRACTOR SHALL CONDUCT NECESSARY PRE TEST, ADJUST, AND BALANCING (TAB) ACTIVITIES TO VERIFY BASELINE SOURCE CAPACITY

FROM THE FACILITY, UNLESS THE OWNER CAN PROVIDE SUFFICIENT FACILITY MECHANICAL TREND LOGS TO ESTABLISH THAT SUFFICIENT SOURCE CAPACITY EXISTS. UPON DETERMINING INSUFFICIENT SOURCE CAPACITY, THE CONTRACTOR SHALL IMMEDIATELY REPORT FINDINGS TO THE OWNER AND ENGINEER FOR RECORD FOR ADDITIONAL GUIDANCE BEFORE PROCEEDING.

7. IF A JOB REQUIRES TYING INTO ANY EXISTING ELECTRICAL SYSTEM, THE CONTRACTOR SHALL CONDUCT NECESSARY VERIFICATION TO DETERMINE THAT SUFFICIENT ELECTRICAL SOURCE CAPACITY EXISTS FROM THE NEAREST FEED IMMEDIATELY UPSTREAM OF THE CONNECTION POINT, UNLESS THE OWNER CAN PROVIDE SUFFICIENT FACILITY ELECTRICAL TREND LOGS TO ESTABLISH THAT SUFFICIENT SOURCE CAPACITY EXISTS.

8. THE WORK INCLUDES ALL ITEMS OF THE SPECIFICATIONS THAT ARE EITHER WRITTEN ON THE DRAWINGS OR SEPARATELY IN A SPECIFICATIONS BOOK.

9. WHERE THERE IS A CONFLICT ON THE PLANS, SPECIFICATIONS, NOTES, GENERAL NOTES, REFERENCES, PUBLICATIONS, CODES, ETC. WITH RESPECT TO CONSTRUCTION, MATERIALS, PRODUCTS, METHODS, WORKMANSHIP, PROCEDURE, EXECUTION, ETC. THE MOST STRINGENT SHALL BE UTILIZED OR INSTALLED. THE MOST STRINGENT SHALL BE DEFINED AS THE SPECIFICATION OR REQUIREMENT THAT ALLOWS ALL SPECIFICATIONS OR REQUIREMENTS THAT ARE IN CONFLICT TO BE SATISFIED. NO RELIEF OR EXTRA PAYMENT SHALL BE MADE TO THE CONTRACTOR BECAUSE OF THIS INTERPRETATION.

10. CONTRACTOR SHALL NOT BEGIN FABRICATION, CUT ANY MEMBERS, OR BEGIN INSTALLATION UNTIL THE SUBMITTALS AND COORDINATED SHOP DRAWINGS HAVE BEEN APPROVED. ANY WORK CONSTRUCTED OR INSTALLED PRIOR TO THE APPROVAL OF SUBMITTALS AND COORDINATED SHOP DRAWINGS SHALL BE AT THE CONTRACTOR'S RISK AND SHALL BE REMOVED AND REINSTALLED OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE AT THE REQUEST OF THE OWNER'S REPRESENTATIVE TO THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

11. ALL WORK SHALL BE DONE WITH COMPLETE COMPLIANCE WITH THE PUBLISHED EDITIONS OF THE APPLICABLE CODES AND STANDARDS WHETHER STATUTORY OR NOT. ALL WORK SHALL BE INSTALLED TO COMPLY WITH THE INTERNATIONAL BUILDING MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE CODES, NATIONAL ELECTRICAL CODE, UNDERWRITER'S LABORATORY, INC., AMERICAN NATIONAL STANDARD INSTITUTE, INC., NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION, BASIC ELECTRICAL REGULATIONS, AND CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). IF ANY PART OF THE INSTALLATION DOES NOT MEET CODE, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION. IF ANY PART OF THE PROJECT CANNOT BE INSTALLED TO CONFORM WITH THE PLANS AND/OR SPECIFICATIONS, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION.

12. UNLESS STATED OTHERWISE, ALL EXISTING MATERIAL AND EQUIPMENT SHALL REMAIN THE PROPERTY OF THE PROJECT OWNER.

13. THE CONTRACTOR SHALL DEVELOP AND PRESENT A CONSTRUCTION PLAN AND WORK SCHEDULE WITH ALL PHASING, STAGING, AND SEQUENCING OF WORK FOR APPROVAL PRIOR TO THE COMMENCEMENT AND

BEGINNING IMPLEMENTATION OF HIS WORK. THE CONTRACTOR SHALL DETERMINE PRIOR TO SUBMITTING HIS WORK SCHEDULE, THE SPECIFIC TIME AVAILABILITY OF ALL AREAS AND SPACES AND DETERMINE WHAT WORK MUST BE DONE OUTSIDE OF NORMAL WORKING HOURS. ALL WORK OUTSIDE OF NORMAL WORKING HOURS IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER

14. WITH THE EXCEPTION OF SIGNIFICANT NOISE GENERATING ACTIVITIES SUCH AS CORE DRILLING, ETC., WORK OUTSIDE OF THE OCCUPIED SPACES, SUCH AS ON THE ROOF, ETC., MAY BE PERFORMED DURING NORMAL

WORKING HOURS.

15. UNLESS SPECIFICALLY NOTED AS EXISTING, ALL ITEMS, EQUIPMENT, AND WORK SHOWN IS NEW AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

16. DURING THE EXECUTION OF THIS CONTRACT, THE SITE AND BUILDINGS WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER INSOFAR

AS POSSIBLE. ALL WORK SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND IS SUBJECT TO THEIR CONTINUOUS APPROVAL.

17. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ALL CHARACTERISTICS OF THE EQUIPMENT THAT HE INTENDS TO INSTALL AND MUST FOLLOW MANUFACTURER RECOMMENDATIONS FOR PROPER INSTALLATION.

IF THERE ARE ANY DIFFERENCES IN THE EQUIPMENT SHOWN ON THE DESIGN DRAWINGS AND THE EQUIPMENT TO BE INSTALLED, THE CONTRACTOR SHALL MAKE ALL CHANGES AND ADJUSTMENTS TO ACCOMMODATE THE PROPOSED EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. THIS APPLIES TO ALL SUPPORT SERVICES AND FACILITIES NECESSARY TO PROPERLY INSTALL THE EQUIPMENT TO FUNCTION ADEQUATELY AS PART OF THE SYSTEMS FOR WHICH THEY WERE DESIGNED AND SELECTED. THESE CHARACTERISTICS INCLUDE SUCH THINGS AS WEIGHT, CLEARANCE, DIMENSIONS, ELECTRICAL, MECHANICAL, PLUMBING, AND UTILITY SERVICES, ETC. ACCOMMODATING SERVICES INCLUDE SUCH THINGS AS DIMENSIONS, LOCATIONS, AND SIZES OF SUPPORTING MEMBERS, PIPE, CONNECTION SIZES, ELECTRICAL SERVICE SIZE AND PROTECTION, ELECTRICAL CONNECTION LOCATION, UTILITY AND PLUMBING CONNECTION SIZES AND LOCATIONS, ETC. ALL REQUIRED CHANGES TO THE CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE DESIGNED AND STAMPED BY REGISTERED ENGINEERS IN THE APPROPRIATE DISCIPLINE EMPLOYED BY THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE EQUIPMENT SUBMITTALS. ALL CHANGES SHALL BE SUBJECT TO THE

APPROVAL OF THE PROJECT A/E AND THE OWNER'S REPRESENTATIVE.

18. BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SURVEY THE EXISTING BUILDING AREA TO BE MODIFIED AND/OR REPLACED TO ACCURATELY DOCUMENT EXISTING CONDITIONS. THIS SURVEY WILL BE USED BY THE OWNER'S REPRESENTATIVE AT JOB COMPLETION TO DETERMINE WHICH BUILDING/SITE COMPONENTS MUST BE REPLACED WITH

NEW.

19. UNLESS STATED OTHERWISE, REQUEST APPROVAL FROM THE OWNER'S REPRESENTATIVE SEVEN DAYS IN ADVANCE FOR THE SHUTDOWN OF ANY EXISTING SYSTEM.

20. UNLESS STATED OTHERWISE, FINAL ADVANCE NOTICE OF 48 HOURS SHALL BE GIVEN TO THE OWNER'S REPRESENTATIVE PRIOR TO THE PROPOSED SHUTDOWN OF ANY SYSTEM.

21. THE CLOSING AND OPENING OF VALVES SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE.

22. PROVIDE ADEQUATE FIRE PROTECTION IN THE ENTIRE CONSTRUCTION AREA FOR THE DURATION OF THE CONSTRUCTION PERIOD.

23. THE ENTIRE EXISTING FIRE PROTECTION SYSTEM SHALL BE RESTORED TO FULL OPERATION AT THE END OF EACH WORKING DAY. ALL EXISTING FIRE ALARMS AND FIRE EXITS AND ANY OTHER ASPECT OF THE EXISTING

FIRE ALARM SYSTEM SHALL REMAIN IN FULL OPERATION. THE COST OF RESPONSE TO ANY FALSE ALARM AS CHARGED BY ANY LOCAL FIRE DEPARTMENT SHALL BE PAID BY THE CONTRACTOR.

24. CONTRACTOR SHALL NOT PENETRATE OR CUT ANY STRUCTURAL MEMBERS NOT SPECIFICALLY SHOWN ON THE DRAWINGS (E.G., JOISTS, BEAMS, ETC.). IF STRUCTURAL MEMBERS CONFLICT WITH ROUTING, CONTACT

THE OWNER'S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING. EXERCISE CAUTION IN CUTTING CONCRETE FLOORS AND WALLS TO AVOID EXISTING UTILITIES WHICH MAY BE LOCATED IN AND UNDER

CONCRETE SURFACES.

25. THE CONTRACTOR SHALL PROVIDE NEW OPENINGS IN WALLS, FLOOR, AND ROOF, AND PATCH EXISTING OPENINGS IN CONJUNCTION WITH THE DEMOLITION AND INSTALLATION OF THE NEW BUILDING COMPONENTS, INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, AND GENERAL CONTRACTOR'S ITEMS. ALL NECESSARY FRAMING, COUNTER-FLASHING, ETC. SHALL BE INCLUDED.

26. FOR ALL FLOOR, WALL, AND ROOF PENETRATION, VERIFY THE LOCATION OF THE EXISTING STRUCTURAL MEMBERS PRIOR TO DRILLING AND CUTTING, RELOCATE OPENINGS AS REQUIRED AND OFFSET DUCTS, PIPES, CONDUIT, ETC.

27. ALL EXISTING DUCTWORK, PIPING, CONDUIT, AND MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT NOT TO BE REUSED OR REMAIN IN SERVICE SHALL BE REMOVED FROM THE FACILITY. THE OWNER'S REPRESENTATIVE HAS THE OPTION TO RECLAIM ANY DEMOLISHED MATERIALS OR EQUIPMENT, IN WHICH CASE IT SHALL BE DELIVERED TO THE LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE.

28. FOR EACH PHASE AND BEFORE INTERRUPTING EACH EXISTING UTILITY, DETERMINE, IN ADVANCE, IF ANY DOWNSTREAM SERVICE BEYOND THE CONSTRUCTION AREA OF THE PHASE, WILL BE INTERRUPTED AND PROVIDE A TEMPORARY SERVICE BYPASSING THE CONSTRUCTION AREA. DETERMINE ALL SUCH TEMPORARY SERVICES PRIOR TO SUBMITTING BID. THERE WILL BE NO FUTURE CONSIDERATION TO THE CONTRACTOR FOR ANY TEMPORARY SERVICES REQUIRED. PREPARE A DETAILED SHOP DRAWING SHOWING ALL OF THE EXISTING UTILITIES IN THEIR RELOCATED LOCATION AND ALL THE NEW HVAC SYSTEMS.

29. THE FLOOR AREAS BELOW OVERHEAD WORK, WHERE WELDING "HOT WORK" IS TO BE PERFORMED, SHALL BE CLEARED TO A MINIMUM DISTANCE OF 36 FEET BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD "HOT WORK". ALL FLAMMABLE MATERIALS SHALL BE CLEARED TO A DISTANCE 50 FEET BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD "HOT WORK".

30. EXISTING DUCTWORK, DOMESTIC COLD WATER PIPING, DOMESTIC HOT WATER PIPING, CHILLED AND HEATING HOT WATER PIPING, WASTE, VENT, FIRE SPRINKLER LINES, FIRE ALARM EQUIPMENT, ELECTRICAL CONDUIT, TELEPHONE CONDUIT, COMMUNICATION CONDUIT, PNEUMATIC TUBING, ETC., MAY HAVE TO BE RELOCATED TO FACILITATE THE INSTALLATION OF THE NEW WORK. THE CONTRACTOR SHALL DETERMINE ALL EXISTING SERVICES THAT REQUIRE RELOCATION PRIOR TO SUBMITTING HIS BID AND INCLUDE ALL COSTS IN THE BID. THERE WILL BE NO EXTRA COMPENSATION TO THE CONTRACTOR FOR THIS WORK.

31. CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING SYSTEM, AS SUCH THE CONTRACTOR IS HEREBY NOTIFIED THAT SOME WORK MAY BE REQUIRED OUTSIDE OF THE AREAS SHOWN ON THESE DRAWINGS.

THIS COULD INCLUDE ELECTRICAL WORK, REFRIGERANT LINE ROUTING, CONTROL MODIFICATIONS OR CONNECTIONS AT REMOTE LOCATIONS, CONTROL PANELS, CPU'S, ETC.

32. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE, INCLUDING WATER DAMAGE, TO PROPERTY AND EQUIPMENT CAUSED BY HIS WORK THROUGHOUT THE CONSTRUCTION AND WARRANTEE PERIOD.

33. ALL WORK WITHIN THE BASEMENT AREA SHALL BE DONE OUTSIDE NORMAL WORKING HOURS. THE WORK AREA SHALL BE CLEANED AND RESTORED PRIOR TO THE END OF EACH WORK DAY.

34. REMOVE T-BARS AND 2X4 CEILING PANELS AS REQUIRED FOR THE DEMOLITION AND THE INSTALLATION OF THE NEW WORK. REINSTALL EXISTING OR REPLACE WITH NEW AS REQUIRED TO THE SATISFACTION OF THE

OWNER'S REPRESENTATIVE. FOR ANY HARD CEILING AREA, CUT AND DEMOLISH ENOUGH OF THE HARD CEILING TO DO THE WORK REQUIRED. REBUILD AND PATCH THE DEMOLISHED. FINISH AND PAINT TO MATCH

EXISTING TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

35. ANY DEVICE THAT REQUIRES ACCESS FOR ADJUSTMENT OR ROUTINE MAINTENANCE, SUCH AS BUT NOT LIMITED TO VALVES, VOLUME DAMPERS, CONTROL DEVICES, VAVS, ETC. SHALL BE INSTALLED IN AN ACCESSIBLE

LOCATION.

36. ALL UL LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING. MAXIMUM FUSE SIZES MEANS FUSE PROTECTION IS REQUIRED.

37. PATCH AND PAINT TO MATCH EXISTING, ALL SURFACES DAMAGED BY THE DEMOLITION AND ALL OPENINGS NOT TO BE REUSED.

38. REPAIR DAMAGE TO CEILING, WALLS, ETC. TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

39. WHEN A DETAIL OR NOTE IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THE DETAIL OR NOTE TO EVERY SIMILAR CONDITION, WHETHER OR NOT THE REFERENCED DETAIL OR NOTE IS REPEATED OR

REFERENCED.

40. WHERE NO CONSTRUCTION DETAIL IS INDICATED, SUCH WORK SHALL BE SIMILAR TO COMPARABLE WORK DETAILED OR NOTED ELSEWHERE OR TO MATCH EXISTING CONDITIONS, SUBJECT TO THE APPROVAL OF THE

OWNER'S REPRESENTATIVE.

41. ALL HOLES, VOIDS, AND DAMAGED OR UNEVEN SURFACES WHICH ARE CAUSED BY THE CONTRACTOR'S WORK AND WHICH REMAIN EXPOSED IN THE WALL, FLOOR, CEILING, OR OTHER SURFACES SHALL BE PATCHED, REPAIRED, AND BROUGHT FLUSH WITH THE ADJACENT CONSTRUCTION. SUCH SURFACES, NOT CONCEALED BY THE NEW CONSTRUCTION, SHALL MATCH IN EVERY RESPECT THE EXISTING NON-DAMAGED CONSTRUCTION. REMOVE EXISTING UTILITIES BACK BEHIND EXISTING SURFACES AND CAP SO AS NOT TO INTERFERE WITH NEW PATCHES.

42. WHEREVER NEW WALL, FLOOR, OR CEILING FINISHES ARE INDICATED, THE CONTRACTOR SHALL BRING EXISTING ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER BUILDING COMPONENTS FLUSH WITH THE NEW

FINISHED SURFACES IF APPROPRIATE.

43. THE DEMOLITION SHALL INCLUDE ALL ASSOCIATED ANCHORAGES, HANGERS, SUPPORTS, BRACES, FASTENERS, MASTIC, MORTAR, LATH, AND RELATED ITEMS. THE EXISTING SUBSTRATE, INCLUDING CONCRETE, MASONRY, METAL FRAMING AND FURRING SHALL BE REPAIRED WHERE DAMAGE BY THE CONTRACTOR'S WORK.

44. PROVIDE ALL VALVES, INSTRUMENTS, FITTINGS, ETC. AS SHOWN ON THE PIPING DIAGRAMS, SCHEMATICS, ETC. IT IS NOT POSSIBLE TO SHOW ALL VALVES, INSTRUMENTS, ETC. ON THE PLANS, HOWEVER, SELECTED VALVES HAVE BEEN SHOWN FOR REFERENCE. ALL VALVES SHALL BE ACCESSIBLE FROM THE FLOOR OR FROM FIXED PLATFORMS.

45. ALL NEW FIRE ALARM DEVICES INSTALLED IN HVAC EQUIPMENT SUCH AS SMOKE DETECTORS, SMOKE DAMPERS, FIRE/SMOKE DAMPERS, ETC. SHALL BE CONNECTED TO THE MAIN FIRE ALARM PANEL.

46. ALL EQUIPMENT AND MATERIALS SUBJECT TO THE WEATHER THAT ARE NOT FACTORY PAINTED SHALL BE FIELD PAINTED AND WEATHER PROOFED WITH PRIMER, AND TWO COATS OF EXTERIOR PAINT. MATCH THE

COLOR OF THE EXISTING BUILDING EXTERIOR. THE COLOR AND QUANTITY OF THE PAINT IS SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. SUBMITTAL REQUIRED.

47. ANY ANTICIPATED HAZARDOUS MATERIALS (HAZMAT) IS INDICATED ON THE DRAWINGS, HOWEVER, IT IS IMPOSSIBLE TO PREDICT WHERE EXACTLY ALL HAZMAT MAY BE ENCOUNTERED. IF HAZMAT IS ENCOUNTERED OR

SUSPECTED AT ANY POINT DURING CONSTRUCTION, CEASE ALL WORK IMMEDIATELY AND CONTACT THE OWNER’S REPRESENTATIVE FOR GUIDANCE.

48. THE CONTROLS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAKING THE CONTROL SYSTEM COMPLETE AND FULLY OPERABLE. THE CONNECTION TO THE EXISTING CONTROL SYSTEM SHALL BE COMPLETE SUCH

THAT ALL NEW MONITORING AND CONTROL POINTS ARE RECOGNIZED BY THE EXISTING CONTROL SYSTEM AND THAT ALL NEW POINTS CAN BE READ, ACTUATED, AND RESET FROM THE EXISTING FRONT END, AND VICE- VERSA. IT IS THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE IF THERE IS ENOUGH SPACE AND/OR COMPATABILITY EXISTS TO USE EXISTING CONTROLLERS OR OTHER ASSOCIATED EXISTING CONTROLS EQUIPMENT. IF COMPATIBILITY AND/OR SPACE DOES NOT EXIST, IT IS THE CONTROLS CONTRACTOR RESPONSIBILITY TO PROVIDE THE REQUIRED CONTROLLERS, BRIDGES, ETC. TO ALLOW FULL INTEGRATION OF REQUIRED POINTS AND TO SATISFY THE SEQUENCE OF OPERATIONS. THE ENGINEER SHALL BE NOTIFIED WHEN EACH PHASE OF THE SYSTEM HAS BEEN COMPLETELY CHECKED OUT, ADJUSTED, CALIBRATED, AND PUT INTO FINAL WORKING CONDITION WITH ALL THE TROUBLESHOOTING COMPLETED. A SUBSEQUENT JOBSITE MEETING WILL BE SCHEDULED WITH TWO WEEKS NOTICE AT WHICH TIME THE CONTROLS CONTRACTOR WILL DEMONSTRATE THE OPERATION OF THE CONTROL SYSTEMS TO ALL CONCERNED. IF ANY ITEMS OF THE CONTROL SEQUENCE CANNOT BE SUCCESSFULLY DEMONSTRATED OR REQUIRE FURTHER TROUBLESHOOTING, A SUBSEQUENT CONTROLS INSPECTION WILL BE REQUIRED AND WILL BE AT THE CONTRACTOR'S EXPENSE. THIS PROVISION SHALL BE A CONDITION OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE PREPARED TO DEMONSTRATE ALL ITEMS IN THE SEQUENCE OF OPERATION. SUBSEQUENT CONTROLS DEMONSTRATIONS AND VERIFICATIONS WILL BE REQUIRED AT THE COMPLETION OF THE PROJECT.

49. UNLESS THE OWNER CHOOSES TO USE THEIR OWN THIRD PARTY COMMISSIONING AGENCY, THE CONTRACTOR SHALL UTILIZE A THIRD PARTY COMMISSIONING AGENCY FOR ALL NECESSARY FINAL TESTING, ADJUSTING, AND BALANCING (TAB) AND BUILDING SYSTEM COMMISSIONING. FULL DOCUMENTATION, TO INCLUDE NECESSARY FACILITY STAFF TRAINING, SHALL BE COMPLETED AND SUBMITTED TO ALLOW FOR

REQUIRED CONTINUED OPERATION AND MAINTENANCE.

SEISMIC BRACING NOTES:

THE FOLLOWING ITEMS SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH SPECIFICATION SECTION 13 05 41-SEISMIC RESTRAINT REQUIREMENTS, WHERE REQUIRED:

1. EQUIPMENT WEIGHING MORE THAN 400 POUNDS, WHICH IS SUPPORTED DIRECTLY ON THE FLOOR OR ROOF.

2. EQUIPMENT WEIGHING MORE THAN 20 POUNDS, WHICH IS SUSPENDED FROM THE ROOF OR FLOOR OR HUNG FROM A WALL.

3. GAS AND MEDICAL PIPING WITH AN INSIDE DIAMETER GREATER THAN OR EQUAL TO 2 ½ INCHES.

4. PIPING IN BOILER PLANTS AND EQUIPMENT ROOMS WITH AN INSIDE DIAMETER GREATER THAN OR EQUAL TO 1 ¼ INCHES.

5. ALL OTHER PIPING WITH AN INSIDE DIAMETER GREATER THAN OR EQUAL TO 2 ½ INCHES, INCLUDING PIPING FOR AUTOMATIC FIRE SUPPRESSION SYSTEMS.

6. ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS, 12 INCHES OR MORE IN LENGTH FROM THE TOP OF PIPE TO THE BOTTOM OF THE SUPPORT FOR THE HANGER.

7. ALL ELECTRICAL CONDUITS, WITH AN INSIDE DIAMETER GREATER THAN OR EQUAL TO 2 ½ INCHES.

8. ALL RECTANGULAR AIR HANDLING DUCTS WITH A CROSS SECTIONAL AREA GREATER THAN OR EQUAL TO SIX SQUARE FEET.

9. ALL ROUND AIR HANDLING DUCTS WITH A DIAMETER GREATER THAN OR EQUAL TO 28 INCHES.

10. ALL DUCTS SUSPENDED BY HANGERS 12 INCHES OR MORE IN LENGTH FROM THE TOP OF THE DUCT TO THE BOTTOM OF SUPPORT FOR THE HANGER.

VHABEDSanfoM Text Box

DEDUCT ALTERNATES

DEDUCT ALTERNATE NUMBER 1: Project 1 (Correct MH Deficiencies 6B Second Floor, VA Medical Center, Bedford, Massachusetts 518-18-001) and Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035) - Delete all elevator work pertaining to specification section 14 24 00 Hydraulic Elevator. Elevator shaft to remain in project. Add to frame elevator shaft opening on the basement, first floor, and second floor with a two hour fire rated shaft wall system with 5/8” gypsum wallboard to face of shaft wall on the elevator lobby side of the opening; ensure face of gypsum board aligns with adjacent gypsum board; paint gypsum wallboard.

DEDUCT ALTERNATE NUMBER 2: Delete all roof repair work in Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035).

DEDUCT ALTERNATE NUMBER 3: Delete all bathroom basement work and filling of abandoned steam trenches in Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035).

F FAHRENHEIT

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE

CONNECTION

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FS FLOOR SINK

FS FLOW SWITCH

FU FIXTURE UNITS

EL

ELEVATION

EMCS ENERGY MONOSERRAT AND

CENTRAL SYSTEM

EPA ENVIROMENTAL PROTECTION

AGENCY

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EWS/SH EYE WASH/DRENCH SHOWER

EX EXISTING

DCW DOMESTIC COLD WATER

DFU DRAINAGE FIXTURE UNITS

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DI DEIONIZED WATER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRINKING WATER RETURN

DWS DRINKING WATER SUPPLY

DWV DRAIN WASTE VENT

C CELSIUS

CA COMPRESSED AIR

CGA COMPRESSED GAS ASSOCIATION

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CO CLEANOUT

CS CLINICAL SINK

CV CONTROL VALVE

BFP REDUCED PRESSURE BACKFLOW

PREVENTER

BHP BREAK HORSEPOWER

BSP BLACK STEEL PIPE

BT BATHTUB

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER

HOUR

A/E ARCHITECT / ENGINEER

AD AREA DRAIN/ACCESS DOOR

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER

ASD ADJUSTABLE SPEED DRIVES

ASD AUTOMATIC SPRINKLER DRAIN

ASHRAE AMERICAN SOCIETY OF

HEATING, REFRIGERATION, AIR

CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING

ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

AV ACID VENT

AW ACID WASTE

L/S LITER PER SECOND

LA LABORATORY AIR

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LCW LABORATORY COLD WATER

LHW LABORATORY HOT WATER

LNG LIQUID NATURAL GAS

LOX LIQUID OXYGEN

LV LABORATORY VACUUM

LW LOW WATER

M METER

MA MEDICAL AIR

MAV MANUAL AIR VENT

MBH 1000 BTUH

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MOU MEMORANDUM OF UNDERSTADING

MSB MOP SERVICE BASIN

MV MEDICAL VACUUM

N2 NITROGEN

N20 NITROUS OXIDE

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM.A. NOMINAL

NPW NON POTABLE WATER

NTS NOT TO SCALE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OR OPERATING ROOM

OVFL OVERFLOW

KW KILOWATT

KWH KILOWATT-HOUR

ID

INSIDE DIAMETER

IE INVERT ELEVATION

ICW INDUSTRIAL COLD WATER

IHW INDUSTRIAL HOT WATER

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IRW IRRIGATION WATER

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

IWR INDUSTRIAL WATER RETURN

IWS INDUSTRIAL WATER SUPPLY

H&CW HOT AND COLD WATER

HB HOSE BIBB

HD HUB DRAIN

HEX HEAT EXCHANGER

HP HORSEPOWER

HS HAND SINK

HST HOT WATER STORAGE TANK

(DOMESTIC)

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HYD HYDRANT

GAL GALLON

GCO GRADE CLEANOUTS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GRS GAS REGULATOR STATION

GT GREASE TRAP

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

PA PASCAL

PD PRESSURE DROP OR DIFFERENCE

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAGE

PP PLUMBING PUMP

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ATMOSPHERE

PSIG POUNDS PER SQUARE INCH GAGE

PTRV PRESSURE TEMPERATURE RELIEF VALVE

PW POTABLE WATER

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RP RECIRCULATION PUMP

RO REVERSE OSMOSIS WATER

RWL RAIN WATER LEADER

SAN SANITARY SEWER

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SCFM STANDARD CUBIC FOOT/MINUTE

SCW SOFTENED COLD WATER

SDMH STORM DRAIN MANHOLE

SMH SANITARY MANHOLE

SP SUMP PUMP

SPR SPRINKLER LINE

SQFT/SF SQUARE FEET

SS STAINLESS STEEL

ST STORAGE TANK

SW STORM WATER

TCV TEMPERATURE CONTROL VALVE

TD TEMPERATURE DIFFERENCE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

V VENT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VP VACUUM PUMP

VS VENT STACK

VSD VARIABLE SPEED DRIVE

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT

WH WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WS WASTE STACK

WSFU WATER SUPPLY FIXTURE UNITS

YCO YARD CLEANOUT

YH YARD HYDRANT

EL

ID

PL105

A

PL105

DRAWING SYMBOLS

26-P3

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

PUMP NO.3 IN BUILDING NO.26

EQUIPMENT ABBREVIATION (PUMP)

DRAWING NUMBER WHERE DRAWN

GENERAL PLUMBING SYMBOLS

LIMIT OF DEMOLITION

REDUCER OR INCREASER

SIDE CONNECTION

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK

PIPE UP

PIPE DOWN

CLEAN OUT

HOSE BIB

CO

PLUMBING PIPING SYMBOLS

DOMESTIC HOT WATER, HOT WATER

DOMESTIC COLD WATER, COLD WATER

DOMESTIC HOT WATER RETURN, HOT WATER RETURN

SANITARY SEWER

VENT (SANITARY)

PLUMBING VALVE SYMBOLS

BALL VALVE

TEE

BEND

SAN

Department of Veterans Affairs

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

CONSULTANTS:

Approved: Project Director

BUILDING SIX

SEAL:ARCHITECT/ENGINEER:

STRUCTURAL ENGINEER

BOB D. CAMPBELL

4338 BELLEVIEW AVENUE

KANSAS CITY, MO 64111

(816) 531-4144

MEP ENGINEER

WATSON ENGINEERING

1112 STATE ROUTE 434

OWEGO, NY 13827

(607) 223-4334

1 100% Revisions 1/24/20

P001

PLUMBING ABBREVIATIONS &

SYMBOLS

BEDFORD VAMC

MENTAL HEALTH

BEDFORD, MA

518-18-035

1/24/20

100% S

UBMITTAL

JWE JAH

VHABEDSanfoM Text Box

DEDUCT ALTERNATES

DEDUCT ALTERNATE NUMBER 1: Project 1 (Correct MH Deficiencies 6B Second Floor, VA Medical Center, Bedford, Massachusetts 518-18-001) and Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035) - Delete all elevator work pertaining to specification section 14 24 00 Hydraulic Elevator. Elevator shaft to remain in project. Add to frame elevator shaft opening on the basement, first floor, and second floor with a two hour fire rated shaft wall system with 5/8” gypsum wallboard to face of shaft wall on the elevator lobby side of the opening; ensure face of gypsum board aligns with adjacent gypsum board; paint gypsum wallboard.

DEDUCT ALTERNATE NUMBER 2: Delete all roof repair work in Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035).

DEDUCT ALTERNATE NUMBER 3: Delete all bathroom basement work and filling of abandoned steam trenches in Project 2 (FCA Out Patient Mental Health Renovation Building 6 First Floor, VA Medical Center, Bedford, Massachusetts 518-18-035).

L

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L L

L L

L L

L L

L L

L L

L L

L L

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LLLLLLLLLLL

LLLLLLLLLLL

L

L

L

L

L

L

L

L

A B C D E F G I J K L M N P Q S T U V

7.5

6.5

R.1

6.9

B.9 D.1 R.9 T.1

SAN SAN SAN SAN SAN SAN SAN SAN

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2"ø

2"ø

2"ø

4"ø

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STAFF

RESTROOM

RESTROOM

H.1H O R

7.9

3.9

E.9 Q.1J.1 L.9 N.9D.9

4.1

STAFF

RESTROOM

OFFICE

STORAGE

ELEC.

ELEV.

LOBBY

ELEV.

STAIR

038MACHINE

ROOM

LOCKER ROOM

CORRIDOR

MCHIM

MCHIM

ELEVATOR

SHOP

MECHANICAL

ELEC. BREAK

RM.

ELEC. OFFICE

ELE./STORAGE

ELEC./STORAGE

STAIR

AREA

MAINTENANCE

SHOP

STAIR

MECHANICAL

SERVICE ROOM

MAIN

ELECTRICAL

ROOM

UNION OFFICE

VESTIBULE

CORRIDOR

ST…