Attachment 5 - Drawings Part3 - Louis A. Johnson.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

KKolian Snapshot

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

GENERAL NOTES FOR CONTRACTORS: SEE ALL PROJECT GENERAL NOTES AND OTHER

REQUIREMENTS INCLUDING THE LIFE SAFETY AND INFECTION CONTROL WORK LOCATED WITHIN

THE GENERAL DRAWINGS SECTION. COMPLY WITH ALL REQUIREMENTS AS THEY ARE A DIRECT

PART OF THIS SECTION AS IF THEY WERE DIRECTLY INCLUDED AND PROVIDED HEREIN.

EQUIVALENCY SUBSTITUTIONS: THE “BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS” ARE TO

BE FOLLOWED FOR ALL MATERIALS, EQUIPMENT, ASSEMBLIES AND SYSTEMS SPECIFIED AND

DETAILED THROUGHOUT ALL DRAWINGS AND SPECIFICATION SECTIONS, WHETHER THE BOD

DESIGNATE IS SPECIFICALLY REFERENCED THEREIN OR NOT. SEE THE GENERAL DRAWINGS

SECTION FOR THE SPECIFIC BOD COMPLIANCE REQUIREMENTS AND PROTOCOLS TO BE

FOLLOWED.

1. THIS CONTRACTOR SHALL REVIEW ENTIRE SET OF CONTRACT DOCUMENTS: INCLUDING

BUT NOT NECESSARILY LIMITED TO ARCHITECTURAL, STRUCTURAL, MECHANICAL,

EQUIPMENT, PLUMBING, FIRE PROTECTION, ELECTRICAL DRAWIINGS AND ENTIRE

PROJECT MANUAL. THIS CONTRACTOR SHALL ACKNOWLEDGE AND INCLUDE IN THE

SCOPE OF WORK (CONTRACT) ALL CONDITIONS PERTINENT TO THE COMPLETION OF

THEIR WORK. THE CONTRACTOR SHALL FULLY COORDINATE THEIR WORK WITH THE

INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY OTHER TRADES

AND MAKE NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE THE

INSTALLATION. ALL OF THE ABOVE SHALL BE INCLUDED IN THE SCOPE OF WORK AT NO

ADDITIONAL CHARGE TO THE VA/GOVERNMENT.

2. THIS CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS,

VISIT THE SITE OF THE WORK AND FULLY INFORM THEMSELVES AS TO ALL CONDITIONS

AND MATTERS THAT CAN, IN ANY WAY, AFFECT THE WORK OR THE COST THEREOF.

SHOULD THIS CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE

DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, OR BE IN DOUBT AS TO THEIR

MEANING, NOTIFY THE VA/CO AT ONCE, IN WRITING, OF ANY DISCREPANCIES BETWEEN

EXISTING CONDITIONS AND NEW WORK, OR BETWEEN THEIR WORK AND THE WORK OF

OTHER TRADES AND OBTAIN CLARIFICATION PRIOR TO SUBMITTING ANY BID. LACK OF

SUCH NOTIFICATION SHALL BE CONSTRUED AS TO INDICATE NO DISCREPANCIES OR

CONFLICTING CONDITIONS EXIST.

3. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE INTENT, GENERAL CHARACTER,

REQUIREMENTS AND LOCATION OF THE WORK SHOWN AND INCLUDED. THE WORK

INDICATED BUT HAVING MINOR DETAILS OBVIOUSLY OMITTED SHALL BE PROVIDED AT NO

ADDITIONAL COST TO THE VA/GOVERNMENT.

4. THIS CONTRACTOR IS REQUIRED TO BID, AS SPECIFIED, ON THE DRAWINGS WITHOUT

DEVIATION FROM THE BOD.

5. IT IS THE INTENT OF THESE DOCUMENTS THAT THE FIRE PROTECTION CONTRACTOR

PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS FOR THE COMPLETE

INSTALLATION OF ALL WORK SHOWN ON THE PLANS AND/OR DESCRIBED HEREIN,

INCLUDING ALL DEVICES, CONTROLS AND APPURTENANCES REQUIRED TO SET NEW

SYSTEMS INTO OPERATION.

6. SHOULD CONDITIONS NECESSITATE ANY REARRANGEMENTS, OR IF PIPING CAN BE RUN

TO BETTER ADVANTAGE, PREPARE AND SUBMIT SHOP DRAWINGS SHOWING THE

CHANGES BEFORE PROCEEDING WITH THE WORK. IF SUCH CHANGES ARE APPROVED BY

THE VA/COR AND SUCCESSFULLY REVIEWED BY THE ARCHITECT, THEY SHALL BECOME A

PART OF THE CONTRACT.

7. THIS CONTRACTOR SHALL VERIFY ALL MOUNTING, ALL ARRANGEMENTS, HEIGHTS AND

LOCATIONS PRIOR TO ROUGH-IN. ANY MENTION OF A SPECIFIC MOUNTING

ARRANGEMENT, WEIGHT OR LOCATION SHALL NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY TO VERIFY THE SPECIFIC REQUIREMENT FURNISHED OR THE OTHER

TRADES WORKING IN THE SAME AREA. NO ADDITIONS TO THE CONTRACT SUM WILL BE

PERMITTED FOR ITEMS INSTALLED IN WRONG LOCATIONS, IN CONFLICT WITH OTHER

WORK, ETC.

8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL CURRENT FEDERAL BUILDING

CODES, REGULATIONS, AND REQUIREMENTS, LOCAL UTILITY COMPANY REQUIREMENTS,

NFPA, IPC, AND ASHRAE STANDARDS. ALL COMPONENTS SHALL BE UL LISTED AND FM

APPROVED.

9. THIS CONTRACTOR SHALL PAY ALL PERMIT FEES, PLAN REVIEW FEES, LICENSE FEES,

INSPECTIONS, AND TAXES APPLICABLE TO THEIR DIVISION AND SHALL BE INCLUDED IN

THE BASE BID AS PART OF THEIR CONTRACT.

10. THIS CONTRACTOR SHALL BE LICENSED, BONDED, INSURED AND CAPABLE OF

PERFORMING QUALITY WORKMANSHIP. THIS CONTRACTOR GUARANTEES ALL OF HIS

WORK AND MATERIALS FOR THE PERIOD OF ONE YEAR. FROM FINAL ACCEPTANCE BY THE

VA/GOVERNMENT.

11. THIS CONTRACTOR SHALL ESTABLISH SAFE WORKING PROCEDURES FOR THE

PROTECTION OF THE WORKMEN IN ALL PHASES OF WORK, COMPLYING WITH ALL

APPLICABLE PROVISIONS OF CITY, STATE, AND FEDERAL SAFETY LAWS (OSHA) AND AS

RECOMMENDED IN THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" AS

ISSUED BY THE ASSOCIATION OF GENERAL CONTRACTORS OF AMERICA, IN., 20TH AND E.

STREETS, N.W. WASHINGTON, D.C.

12. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE PURCHASE, DELIVERY,

RECEIVING, UNLOADING, UNCRATING, STORING, SETTING IN PLACE, AND PROTECTING ALL

NEW EQUIPMENT FURNISHED BY THIS CONTRACTOR AND EQUIPMENT FURNISHED BY

VA/GOVERNMENT FROM DAMAGE BY VANDALISM AND WEATHER DURING CONSTRUCTION.

13. THIS CONTRACTOR SHALL PROVIDE A COMPETENT OPERATING TECHNICIAN TO INSTRUCT

THE VA/GOVERNMENT IN THE OPERATION AND MAINTENANCE OF THE NEW EQUIPMENT.

14. UPON COMPLETION OF THE WORK, THIS CONTRACTOR SHALL REVIEW AND CHECK THE

ENTIRE PORTION OF WORK, CLEAN EQUIPMENT AND DEVICES. REMOVE SURPLUS

MATERIALS AND RUBBISH FROM THE PROPERTY AND LEAVE THE WORK IN NEAT AND

CLEAN ORDER AND IN COMPLETE WORKING CONDITION. EACH RESPECTIVE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY CARTONS, DEBRIS, EQUIPMENT, ETC.,

INSTALLED BY THIS CONTRACTOR INCLUDING EQUIPMENT FURNISHED BY OTHERS AND

UNPACKED OR REMOVED FROM CARTONS BY THIS CONTRACTOR.

15. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL STRUCTURAL STEEL MEMBERS,

SLEEVES, AND SHIMS REQUIRED TO LEVEL AND SUPPORT EQUIPMENT AND PIPES.

16. BEFORE PLACING WATER SYSTEM IN OPERATION, CHLORINATE ENTIRE SYSTEM IN

ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS AND IN CONJUNCTION

WITH ALL LOCAL, STATE AND FEDERAL PLUMBING CODES, SUPPLY CERTIFICATE.

17. EXISTING SERVICE VALVES AT ALL BRANCH SUPPLY PIPING SHALL REMAIN AS IS. SUCH

SERVICE VALVES SHALL BE AS PER THE SPECIFICATIONS AND/OR IN KEEPING WITH THE

FACILITY STANDARDS.

18. SPRINKLER HEADS SHALL BE LOCATED IN CEILING GRID IN A SYMMETRICAL PATTERN,

COORDINATED WITH OTHER DEVICES MOUNTED IN OR ON THE CEILING. PROVIDE

ADDITIONAL SPRINKLER HEADS REQUIRED TO ACHIEVE SYMMETRY. LOCATE SPRINKLER

HEADS IN THE CENTER OF CEILING TILES.

19. SPRINKLER CONTRACTOR SHALL PROVIDE A COORDINATED REFLECTED CEILING PLAN AS

PART OF THE SUBMITTAL TO THE VA/COR SHOWING SPRINKLER HEAD LOCATIONS

COORDINATED WITH CEILING AND ALL OBJECTS MOUNTED IN OR ON THE CEILING.

20. THE SPRINKLER CONTRACTOR SHALL BE A LICENSED, AUTHORIZED INSTALLER OF

COMMERCIAL SPRINKLER SYSTEM AND SHALL HAVE HAD A MINIMUM OF THREE (3) YEARS

OF EXPERIENCE IN THE INSTALLATION OF SPRINKLER SYSTEMS.

21. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE DESIGN OF THE SPRINKLER

SYSTEM AND TO SUBMIT HYDRAULIC CALCULATIONS PER NFPA 13 IN SUBMITTAL OF SHOP

DRAWINGS AND FOR THE COMPLETE DESIGN OF THE SPRINKLER SYSTEM. THE

SPRINKLER SYSTEM SHALL BE:

A. A DESIGNED SYSTEM IN ACCORDANCE WITH NFPA 13, 2022 AND SPECIFICATION.

B. DESIGNED TO CONFORM WITH BUILDING STRUCTURAL, MECHANICAL, AND

ELECTRICAL SYSTEM, AS INDICATED AND DESCRIBED ON THE CONTRACT

DOCUMENTS.

C. ACCEPTABLE TO THE FIRE MARSHAL AND OR ALL LOCAL AUTHORITIES HAVING

JURISDICTION.

22. THE SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE

AUTHORITIES HAVING JURISDICTION, FULLY COORDINATED SHOP DRAWINGS OF

SPRINKLER HEADS, HANGERS AND SUPPORTS. DESIGN PLAN SHALL BE PREPARED AND

SIGNED/SEALED BY A REGISTERED FIRE PROTECTION ENGINEER IN ACCORDANCE WITH

UCF REQUIREMENT OR BY A NICET LEVEL III/IV TECHNICIAN.

23. THE SPRINKLER SYSTEM SHALL BE INSPECTED AND TESTED IN ACCORDANCE WITH THE

REQUIREMENTS OF THE NATIONAL FIRE PROTECTION CODE, AND ALL LOCAL

AUTHORITIES HAVING JURISDICTION.

24. THE CONTRACTOR SHALL ARRANGE FOR INSPECTION AND TEST OF ANY OR ALL PARTS OF

THE WORK AS REQUIRED BY AUTHORITIES HAVING JURISDICTION AND PAY ALL CHARGES

FOR SAME.

25. ARCHITECT/ENGINEER SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE FLOW TEST

DATA OR PERFORMING AN UPDATED FLOW TEST AS PER NFPA 13 AND NFPA 25.

26. AREA SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENT FOR OCCUPANCY

PER NFPA 13.

27. THE AUTOMATIC WET FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN SUCH A MANNER

TO PREVENT THE SYSTEM PIPING OR SPRINKLER HEAD EXPOSURE TO TEMPERATURES

LESS THAN 40 DEGREES F.

28. PAINT NEW SPRINKLER PIPING RED AND LABEL PER NFPA 13.

29. CONTRACTOR SHALL PROVIDE COORDINATED PIPE SLEEVE DRAWINGS SHOWING ALL

PENETRATIONS THROUGH FLOORS.

30. PROVIDE OR EXTEND STANDPIPE SYSTEM IN ACCORDANCE WITH NFPA 14.

31. ALL FIRE PROTECTION VALVES SHALL BE SUPERVISED.

32. CONTRACTOR SHALL PROVIDED COORDINATED PIPE SLEEVE DRAWINGS SHOWING ALL

PENETRATIONS THROUGH FLOORS.

33. INSTALLER QUALIFICATIONS: CONTRACTOR'S RESPONSIBILITY SHALL INCLUDE

DESIGNING, FABRICATING AND INSTALLING FIRE-SUPPRESSION SYSTEMS AND PROVIDING

PROFESSIONAL ENGINEERING SERVICES OR THE SERVICES OF A NICET LEVEL III/IV

TECHNICIAN AS NEEDED TO ASSUME ENGINEERING RESPONSIBILITY. CALCULATIONS

BASED ON RESULTS OF THE FIRE-HYDRANT FLOW TEST(S) THEY PERFORM.

A. ENGINEERING RESPONSIBILITY: PREPARATION OF WORKING PLANS, CALCULATIONS,

AND FIELD TEST REPORTS BY A QUALIFIED PROFESSIONAL FIRE PROTECTION

ENGINEER.

34. WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND

PRESSURE VESSEL CODE, SECTION IX.

35. NFPA STANDARDS: FIRE SUPPRESSION SYSTEM EQUIPMENT, SPECIALTIES, ACCESSORIES,

INSTALLATION AND TESTING SHALL COMPLY WITH THE FOLLOWING:

A. NFPA 13, 2022 INSTALLATION OF SPRINKLER SYSTEMS.

B. NFPA 101, 2021 LIFE SAFETY CODE.

36. FIRE-SUPPRESSION SPRINKLER SYSTEM DESIGN SHALL BE APPROVED BY AUTHORITIES

HAVING JURISDICTION.

A. MARGIN OF SAFETY FOR AVAILABLE WATER FLOW AND PRESSURE: 10 PERCENT,

INCLUDING LOSSES THROUGH WATER-SERVICE PIPING, VALVES, AND BACKFLOW

PREVENTERS.

37. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE VA/COR A COMPLETE LIST OF ITEMS TO

BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. INCLUDING, BUT NOT BE LIMITED

TO THE FOLLOWING:

A. DIMENSIONED SHOP DRAWINGS OF MATERIALS AND FIXTURES. DIMENSIONED SHOP

DRAWINGS OF EQUIPMENT AND PIPING PLAN LAYOUT(S).

38. REQUIRED ITEMS TO BE SUBMITTED SHALL INCLUDE, BUT NOT BE LIMITED TO THE

FOLLOWING:

A. PRODUCT DATA.

B. APPROVED SPRINKLER PIPING DRAWINGS: WORKING PLANS, PREPARED ACCORDING

TO NFPA, AND HAVE BEEN APPROVED BY AUTHORITIES HAVING JURISDICTION,

INCLUDING HYDRAULIC CALCULATIONS.

C. FIELD QUALITY-CONTROL TEST REPORTS.

D. FIELD TEST CERTIFICATES.

E. OPERATION AND MAINTENANCE DATA.

39. SEISMIC PERFORMANCE: FIRE-SUPPRESSION PIPING SHALL BE CAPABLE OF

WITHSTANDING THE EFFECTS OF EARTHQUAKE MOTIONS DETERMINED ACCORDING TO

NFPA 13 AND APPLICABLE CODE REQUIREMENTS. ASCE 7, VA 11-18-8. REFER TO

ARCHITECTURAL DESIGN FOR SEISMIC HAZARD LEVEL CLASSIFICATIONS.

40. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE VA/COR A COMPLETE LIST OF ITEMS TO

BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. INCLUDING, BUT NOT BE LIMITED

TO THE FOLLOWING:

A. DIMENSIONED SHOP DRAWINGS OF MATERIALS, FIXTURES AND EQUIPMENT.

B. DIMENSIONED SHOP DRAWINGS OF EQUIPMENT AND PIPING PLAN LAYOUT(S).

41. FLEXIBLE CONNECTORS:

A. FLEXIBLE CONNECTORS SHALL HAVE MATERIALS SUITABLE FOR SYSTEM FLUID.

INCLUDE 175 PSIG MINIMUM WORKING-PRESSURE RATING AND ENDS ACCORDING TO

THE FOLLOWING:

a. NPS 2 AND SMALLER: THREADED.

b. NPS 2-1/2 AND LARGER: GROOVED FOR USE WITH GROOVED-END PIPE

COUPLINGS.

B. STAINLESS-STEEL-HOSE/STEEL PIPE, FLEXIBLE CONNECTORS: CORRUGATED,

STAINLESS-STEEL, INNER TUBING COVERED WITH STAINLESS-STEEL WIRE BRAID.

INCLUDE STEEL NIPPLES OR FLANGES, WELDED TO HOSE.

C. STAINLESS-STEEL-HOSE/STAINLESS-STEEL PIPE, FLEXIBLE CONNECTORS:

CORRUGATED STAINLESS-STEEL, INNER TUBING COVERED WITH STAINLESS-STEEL

WIRE BRAID. INCLUDE STAINLESS-STEEL NIPPLES OR FLANGES, WELDED TO HOSE.

D. ALL CONNECTIONS AND FLEXIBLE HOSES SHALL BE FM APPROVED.

SYMBOL DESCRIPTION

CHECK VALVE

GATE VALVE WITH TAMPER SWITCH

CONTROL PANEL

SWING CHECK VALVE

FLOW SWITCH

PRESSURE GAUGE

INSPECTOR TEST

SIGHT GLASS

UNION

SCOPE OF WORK BOUNDARY

FIRE SPRINKLER PIPINGSP

STANDPIPE SYSTEM PIPINGSS

PRESSURE SWITCH

DESCRIPTION

ABOVE FINISH FLOOR

SYMBOL

AFF

AUTHORITY HAVING JURISDICTIONAHJ

DOWNDN

DATA SHEETDS

EXTENDED COVERAGEEC

EXISTINGEX

FIRE HOSE VALVEFHV

FACTORY MUTUALFM

FIRE PROTECTIONFP

FIRE PROTECTION CONTRACTORFPC

GENERAL CONTRACTORGC

INCHIN

SPRINKLER K-FACTORK-F

PLUMBING CONTRACTORPC

SPRINKLER RESPONSESPR

STANDARD RESPONSESR

STANDPIPE SYSTEMSS

STANDARD PENDENT SPRINKLERSSP

STANDARD UPRIGHT SPRINKLERSSU

STANDARDSTND

THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING AND PROVIDING A COMPLETE, FUNCTIONAL, AND CODE COMPLIANT AUTOMATIC SPRINKLER SYSTEM. REFER TO GENERAL NOTES FOR ADDITIONAL DETAIL CONCERNING DESIGN, FLOW PRESSURE TEST, HYDRAULIC CALCULATIONS PER NFPA 13, 14 TO BE SUMBITTED, COORDINATION AND SHOP DRAWINGS REQUIREMENTS.

DOUBLE CHECK BACKFLOW PREVENTER

FS

PS

P

DRY PENDENTDP

ELBOW 90

GATE VALVE

TEE PLAN

RISER

CONTINUATION

SPRINKLER HEADS TO BE DEMO

SIDEWALL SPRINKLER HEAD

TEE-ELBOW UP

CAPS

NEW CONNECTION

DEMO AND CAP EXISTING

TAMPER SWITCHTS

FIRE PROTECTION GENERAL NOTES FIRE PROTECTION ABBREVIATION LIST

FIRE PROTECTION DELEGATED-DESIGN NOTE

SPRINKLER HEADS TO REMAIN

OS&Y ZONE CONTROL VALVE W/ TAMPER SWITCH

DRAIN PIPINGD

FIRE PROTECTION SYMBOL LIST

QUICK RESPONSEQR/QRS

NOT IN CONTRACTNIC

NOT IN CONTRACT (NIC)

HIGH TEMPERATUREHT

LIGHT HAZARD

ORDINARY HAZARD GROUP 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

DEDUCT ALTERNATES:

1. REFER TO SPECIFICATION 01 00 00 GENERAL REQUIREMENTS FOR DESCRIPTION

OF DEDUCT ALTERNATES.

2. REFER TO DRAWINGS GI004 AND GI004A FOR DESCRIPTION OF DEDUCT

ALTERNATES.

NOTE:

1. HYDRAULIC AREA OF OPERATION SHALL BE INCREASED (CUMULATIVELY) WITHOUT REVISING THE DENSITY FOR THE FOLLOWING APPLICATIONS:

A. INCREASED BY 30% FOR AREAS WITH SLOPED CEILINGS WITH A PITCH EXCEEDING 1 IN 6 (16.7%) SLOPE IN ACCORDANCE WITH NFPA 13 19.3.3.2.4.

B. INCREASED BY 30% FOR DRY-PIPE AND DOUBLE INTERLOCK PRE-ACTION SYSTEMS, IN ACCORDANCE WITH NFPA 13 19.3.3.2.5.

C. INCREASED TO 3,000 SQFT IF THE BUILDING HAS ADJACENT, NON-SPRINKLERED COMBUSTIBLE SPACES.

2. THE ABOVE CRITERIA NOTED DOES NOT PRECLUDE THE USE OF EXTENDED COVERAGE OR LISTED SPECIAL APPLICATION SPRINKLERS THAT ARE DESIGNED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER REQUIREMENTS.

3. THE HOSE STREAM ALLOWANCE SHALL BE PROVIDED AT THE BASE OF RISER.

HAZARD

LIGHT HAZARD

GROUP 1

ORDINARY HAZARD

GROUP 1

ORDINARY HAZARD

GROUP 2

AREA

OFFICE AREAS / PUBLIC AREA / CORRIDORS / RESTROOMS /LOBBY /

CONFERENCE ROOMS / BREAK ROOM

ELECTRICAL / MECHANICAL / SERVER / IT SERVER

COMMERCIAL KITCHENS, DRY STORAGE, COLD STORAGE

(FREEZERS/COOLERS), CHEMICAL STORAGE

DESIGN CRITERIA

AREA

0.10 / 1500 SQFT

0.15 / 1500 SQFT

0.2/1500 SQFT

HOSE

(GPM)

MAX

SPACING

PROTECTION

AREA

225 SQFT

130 SQFT

130 SQFT

DESIGN BASIS

NFPA 13 SECTIONS 4.3..3.1; TABLE 19.2.3.1.1; TABLE 19.2.3.1.2;

FIGURE 19.2.3.1.1

REMARKS

NOTES 1, 2, 3, AND 4

NOTES 1, 2, 3, AND 4

NOTES 1, 2, 3, AND 4

SYMBOL TYPE

SEMI-RECESSED

DRY PENDENT

SEMI-RECESSED

PENDENT

UPRIGHT

SIDEWALL

DRY SIDEWALL

RE.

QR

K-F

5.6

FINISH

WHITE

COVER PLATE

WHITE

BRASS

WHITE

WHITE

REMARKS

NOTE 1

GENERAL NOTES:

1. SPRINKLER SHALL BE THE APPROPRIATE TEMPERATURE RATING FOR LOCATION AND OCCUPANCY IN

ACCORDANCE WITH NFPA 13.

2. SPRINKLER SHALL ALIGN WITH LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES.

COORDINATE SPRINKLER LOCATIONS WITH ARCHITECT'S REFLECTED CEILING PLAN, AND PROVIDE ADDITIONAL SPRINKLERS WHERE REQUIRED TO MAINTAIN THE CEILING LAYOUT OF ALL DISCIPLINES, FIXTURES, EQUIPMENT AND WORK.

NOTES:

1. PROVIDE HIGH TEMPERATURE RATED SPRINKLERS IN VESTIBULES AND AS NOTED AROUND KITCHEN

HOOD

2. PROVIDED WITH LISTED SPRINKLER GUARD FOR INSTALLATION BELOW 7-FT AFF.

QR

QR

QR

QR

5.6

5.6

5.6

5.6

NOTE 2

NOTE 2

NOTE 2

NOTE 2

FIRE PROTECTION DESIGN CRITERIA (NFPA 13-2022 EDITION) FIRE PROTECTION SPRINKLER SCHEDULE

SEMI-RECESSED

PENDENT WHITEQR 5.6 NOTE 2

SIDEWALL WHITEQR 5.6 NOTE 2HT

HTNFPA 13 SECTIONS 4.3.3.1; TABLE 19.2.3.1.1; TABLE 19.2.3.1.2;

FIGURE 19.2.3.1.1

NFPA 13 SECTIONS 4.3..3.2; TABLE 19.2.3.1.1; TABLE 19.2.3.1.2;

FIGURE 19.2.3.1.1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

FEC

EXIST. 4"

EXISTING 4"

EXISTING 4"

EXISTING 4"

EXIST. 4"

EXISTING 4"

FHC

D

D

D

D

D

D

D

TYP.

FHC

1 2

1 2

3" RISER

FHC

SP

SP

SP

SP

SPRINKLER

ZONE

PERIMETERSPRINKLER

ZONE

PERIMETER

SPRINKLER

ZONE

PERIMETER

A C

3A

4 4

4 4 4 4

4 4

4 4

4 4

4 4

4 4

4 4

4 4 4 4

4 4

1 HR FIRE BARRIER

SMOKE PARTITION

SMOKE BARRIER (FIRE RATED 1 HR.)

2 HR FIRE BARRIER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

X

A. CONTRACTOR TO COORDINATE WITH VA COR FOR ALL FIRE PROTECTION SERVICE

OUTAGES.

B. THE FIRE PROTECTION DRAWINGS ARE CONCEPTUAL. FOR GENERAL INFORMATION

ONLY AND NOT AN EXACT INDICATOR OF PIPE OR SPRINKLER HEAD LOCATIONS.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO FINISHES OR

COMPONENTS NOT SCHEDULED FOR DEMOLITION. DAMAGED ITEMS SHALL BE

REPLACED OR REPAIRED TO MEET OR EXCEED FORMER CONDITIONS.

D. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF

CEILING, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY

ALL CONTRACTORS.

E. AREA OF WORK WHERE EXISTING CEILINGS ARE TO BE REMOVED AND NEW FINISH

CEILINGS TO BE INSTALLED; ALL EXISTING MOUNTED ITEMS SHALL BE REMOVED,

STORED AND REINSTALLED IN SAME LOCATION.

F. CONTRACTOR IS RESPONSIBLE FOR ALL COST ASSOCIATED WITH CEILING

DISASSEMBLY AND REASSEMBLY TO ACCOMMODATE THIS WORK. CONTRACTOR TO

SALVAGE, STORE, AND REINSTALL ALL CEILING MOUNTED DEVICES.

G. REMOVE ALL ASSOCIATED CLAMPS, HANGERS, SUPPORTS, ITC., ASSOCIATED WITH

PIPING REMOVAL.

H. CONTRACTOR IS RESPONSIBLE FOR ALL MODIFICATIONS TO THE EXISTING PIPING

NECESSARY TO PERMIT THE INSTALLATION OF NEW WORK.

I. DURING DEMOLITION, CONTRACTOR TO REVERSE A/S HEAD CONNECTION TO

UPRIGHT, PROVIDE A NEW UPRIGHT SPRINKLER AND SPRIG IF NECESSARY, TO

KEEP SYSTEM ACTIVE DURING CONSTRUCTION. REPLACE A/S HEAD WITH

DESIGNATED NEW FINAL TYPE AT END OF CONSTRUCTION.

1. EXISTING STANDPIPE/AUTOMATIC SPRINKLER RISER

2. EXISTING AUTOMATIC SPRINKLER FLOOR CONTROL VALVE, TAMPER SWITCH, AND FLOW

SWITCH. (SEE DETAIL X/FP501)

3. EXISTING AUTOMATIC SPRINKLER TO REMAIN

4. EXISTING AUTOMAITC SPRINKLER TO BE REMOVED. REMOVE EXISTING PIPING BACK TO

BRANCH OR CROSS MAIN.

5. EXISTING AUTOMATIC SPRINKLER TO BE REMOVED DURING CONSTRUCTION AND NEW

SPRINKLER TO BE RE-INSTALLED IN SAME LOCATION.

6. EXISTING 4” CROSS MAIN, TO REMAIN.

7. EXISTING 4” FEED MAIN, TO REMAIN

8. EXISTING 4” FEED MAIN, BACK TO FIRE SYSTEM CONTROL VALVES, EXISTING ENTRY

POINT TO BUILDING FROM 8” SITE FIRE LOOP, AND EXISTING POST INDICATOR VALVE.

9. 2” DRAIN FROM BASE OF RISER DOWN TO SPLASH BLOCK OUTSIDE OF BUILDING.

10. AREA WITH IS NOT IN CONTRACT.

SEE SHEET FX100.1 FOR PHASING NOTES.

TYP.

TYP.

TYP.

TYP.

TYP.

SP

A

SP

SP

C

EXISTING

SP

3A

SPRINKLER

ZONE

PERIMETER

SPRINKLER

ZONE

PERIMETER

3 3 3 3 3

4 4 4

4 4 4

4 4 4

1 HR FIRE BARRIER

SMOKE PARTITION

SMOKE BARRIER (FIRE RATED 1 HR.)

2 HR FIRE BARRIER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

X

A. CONTRACTOR TO COORDINATE WITH VA COR FOR ALL FIRE PROTECTION SERVICE

OUTAGES.

B. THE FIRE PROTECTION DRAWINGS ARE CONCEPTUAL. FOR GENERAL INFORMATION

ONLY AND NOT AN EXACT INDICATOR OF PIPE OR SPRINKLER HEAD LOCATIONS.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO FINISHES OR

COMPONENTS NOT SCHEDULED FOR DEMOLITION. DAMAGED ITEMS SHALL BE

REPLACED OR REPAIRED TO MEET OR EXCEED FORMER CONDITIONS.

D. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF

CEILING, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY

ALL CONTRACTORS.

E. AREA OF WORK WHERE EXISTING CEILINGS ARE TO BE REMOVED AND NEW FINISH

CEILINGS TO BE INSTALLED; ALL EXISTING MOUNTED ITEMS SHALL BE REMOVED,

STORED AND REINSTALLED IN SAME LOCATION.

F. CONTRACTOR IS RESPONSIBLE FOR ALL COST ASSOCIATED WITH CEILING

DISASSEMBLY AND REASSEMBLY TO ACCOMMODATE THIS WORK. CONTRACTOR TO

SALVAGE, STORE, AND REINSTALL ALL CEILING MOUNTED DEVICES.

G. REMOVE ALL ASSOCIATED CLAMPS, HANGERS, SUPPORTS, ITC., ASSOCIATED WITH

PIPING REMOVAL.

H. CONTRACTOR IS RESPONSIBLE FOR ALL MODIFICATIONS TO THE EXISTING PIPING

NECESSARY TO PERMIT THE INSTALLATION OF NEW WORK.

I. DURING DEMOLITION, CONTRACTOR TO REVERSE A/S HEAD CONNECTION TO

UPRIGHT, PROVIDE A NEW UPRIGHT SPRINKLER AND SPRIG IF NECESSARY, TO

KEEP SYSTEM ACTIVE DURING CONSTRUCTION. REPLACE A/S HEAD WITH

DESIGNATED NEW FINAL TYPE AT END OF CONSTRUCTION.

1. EXISTING STANDPIPE/AUTOMATIC SPRINKLER RISER

2. EXISTING AUTOMATIC SPRINKLER FLOOR CONTROL VALVE, TAMPER SWITCH, AND FLOW

SWITCH. (SEE DETAIL X/FP501)

3. EXISTING AUTOMATIC SPRINKLER TO REMAIN

4. EXISTING AUTOMAITC SPRINKLER TO BE REMOVED. REMOVE EXISTING PIPING BACK TO

BRANCH OR CROSS MAIN.

5. EXISTING AUTOMATIC SPRINKLER TO BE REMOVED DURING CONSTRUCTION AND NEW

SPRINKLER TO BE RE-INSTALLED IN SAME LOCATION.

6. EXISTING 4” CROSS MAIN, TO REMAIN.

7. EXISTING 4” FEED MAIN, TO REMAIN

8. EXISTING 4” FEED MAIN, BACK TO FIRE SYSTEM CONTROL VALVES, EXISTING ENTRY

POINT TO BUILDING FROM 8” SITE FIRE LOOP, AND EXISTING POST INDICATOR VALVE.

9. 2” DRAIN FROM BASE OF RISER DOWN TO SPLASH BLOCK OUTSIDE OF BUILDING.

SEE SHEET FX100.1 FOR PHASING NOTES.

1 HR FIRE BARRIER

SMOKE PARTITION

SMOKE BARRIER (FIRE RATED 1 HR.)

2 HR FIRE BARRIER

(TYP.)

HT

HT

HTHT

HT

HT

HT

2"

2"

2"

SP

EXISTING

SP

A

F

F

SPRINKLER

ZONE

PERIMETER

SPRINKLER

ZONE

PERIMETER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

1. REWORK FIRE PROTECTION BRANCH PIPING AS NECESSARY TO

ACCOMMODATE NEW ARCHITECTURAL LAYOUT. INSTALL NEW SPRINKLER

HEADS PER NFPA #13.

2. INSTALL NEW SEMI RECESSED SPRINKLER HEAD PER NFPA #13.

3. AREA WITH NO HATCH IS LIGHT HAZARD OCCUPANCY.

4. AREA WITH HATCH IS ORDINARY HAZARD GROUP 2.

5. DRY PIPE A/S HEAD IN CORRIDOR AND FREEZERS.

6. CONNECT 2" MAIN DRAIN TO EXISTING MAIN DRAIN. MAINTAIN PITCH.

7. NEW 2" MAIN DRAIN.

8. 2" MAIN DRAIN DOWN TO SPLASH BLOCK.

9. INSTALL NEW HIGH TEMPERATURE A/S HEAD IN AREA AROUND KITCHEN

HOOD.

10. EXISTING 4" CROSS MAIN CONNECTION TO EXISTING STAND PIPE.

11. EXISTING 4" SPRINKLER RISER SERVING KITCHEN AREA.

A. THE FIRE PROTECTION DRAWINGS ARE CONCEPTUAL, FOR GENERAL

INFORMATION ONLY AND SHALL NOT BE CONSTRUED AS FINAL DESIGN OR

INSTALLATION DOCUMENTS. THE SPRINKLER DESIGN AND INSTALLATION

SHALL BE THE RESPONSIBILITY OF THE DESIGN BUILD FIRE PROTECTION

CONTRACTOR. THIS INCLUDES THE RELOCATION OF SPRINKLER MAINS,

BRANCH PIPING AND HEADS AS NECESSARY FOR THE NEW DESIGN.

REFER TO SPECIFICATION FOR DESIGN CRITERIA.

B. DESIGN TO BE IN ACCORDANCE WITH THE VA FIRE PROTECTION DESIGN

MANUAL, DATED JUNE 1 2021

C. CONTRACTOR TO PROTECT EXISTING HEADS FROM DAMAGE DURING

CONSTRUCTION ACTIVITIES.

D. CONTRACTOR TO UTILIZE EXISTING BRANCH LINES, CROSS MAINS, AND

FEED MAINS, SERVING NEW SPRINKLER LOCATIONS WITH MODIFIED ARM

OVER CONNECTIONS FED FROM EXISTING OUTLET. SHOW ALL PIPING ON

SHOP DRAWING SUBMITTAL.

E. DURING DEMOLITION, CONTRACTOR TO REVERSE A/S HEAD CONNECTION

TO UPRIGHT, PROVIDE A NEW UPRIGHT SPRINKLER AND SPRIG IF

NECESSARY, TO KEEP SYSTEM ACTIVE DURING CONSTRUCTION. REPLACE

A/S HEAD WITH DESIGNATED NEW FINAL TYPE AT END OF CONSTRUCTION.

F. BOTTOM OF FINISH CEILING TYP. 8'-0" A.F.F. , UNLESS NOTED OTHERWISE.

1. PHASE 1- WORK UNDER THIS PHASE INCLUDES:

SYSTEMATIC REMOVAL OF EXISTING AUTOMATIC SPRINKLER

BRANCHES AND LINE WITHIN THE EXISTING BUILDING PERIMETER OF

PHASE 1 (DISHWASHING , COOLER AND FREEZER AREAS). AFTER

HOURS WORK WILL REQUIRE FIRE WATCH IN PHASE 1 AND PHASE 2

AREAS.

2. PHASE 2- WORK UNDER THIS PHASE INCLUDES:

SYSTEMATIC INSTALLATION OF NEW AUTOMATIC SPRINKLER

BRANCHES AND LINES WITHIN THE EXISTING BUILDING PERIMETER OF

PHASE 2.(TRAY ASSEMBLY, TOILET ROOMS). AFTER HOURS WORK

WILL REQUIRE FIRE WATCH IN PHASE 1 AND PHASE 2 AREAS.

3. PHASE 3- WORK UNDER THIS PHASE INCLUDES:

SYSTEMATIC INSTALLATION OF NEW AUTOMATIC SPRINKLER

BRANCHES AND LINES WITHIN THE EXISTING BUILDING PERIMETER OF

PHASE 3 (GENERAL OFFICE AREA).

4. REFER TO SHEETS GC200 AND GC201 FOR OVERAL PROJECT PHASING.

SMOKE BARRIER (FIRE RATED 1 HR.)

2 HR FIRE BARRIER

HT

HT

2"

SP

A

2"

EXISTING

SP

F

SPRINKLER

ZONE

PERIMETER

SPRINKLER

ZONE

PERIMETER

SPRINKLER

ZONE

PERIMETER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

1. REWORK FIRE PROTECTION BRANCH PIPING AS NECESSARY TO

ACCOMMODATE NEW ARCHITECTURAL LAYOUT. INSTALL NEW SPRINKLER

HEADS PER NFPA #13.

2. INSTALL NEW SPRINKLER HEAD PER NFPA #13. CONNECT BRANCH TO

EXISTING STEEL FIRE PROTECTION PIPING.

3. AREA WITH NO HATCH IS LIGHT HAZARD OCCUPANCY.

4. AREA WITH HATCH IS ORDINARY HAZARD GROUP 2.

5. DRY PIPE A/S HEAD IN FREEZERS AND COOLERS.

6. EXISTING 2" MAIN DRAIN.

7. EXISTING FEED MAIN FROM FIRE SERVICE, VERIFY LOCATION IN ROOM #30.

8. EXISTING 4" FEED MAIN.

A. THE FIRE PROTECTION DRAWINGS ARE CONCEPTUAL, FOR GENERAL

INFORMATION ONLY AND SHALL NOT BE CONSTRUED AS FINAL DESIGN OR

INSTALLATION DOCUMENTS. THE SPRINKLER DESIGN AND INSTALLATION

SHALL BE THE RESPONSIBILITY OF THE DESIGN BUILD FIRE PROTECTION

CONTRACTOR. THIS INCLUDES THE RELOCATION OF SPRINKLER MAINS,

BRANCH PIPING AND HEADS AS NECESSARY FOR THE NEW DESIGN.

REFER TO SPECIFICATION FOR DESIGN CRITERIA.

B. DESIGN TO BE IN ACCORDANCE WITH THE VA FIRE PROTECTION DESIGN

MANUAL, DATED JUNE 1 2021

C. CONTRACTOR TO PROTECT EXISTING HEADS FROM DAMAGE DURING

CONSTRUCTION ACTIVITIES.

D. CONTRACTOR TO UTILIZE EXISTING BRANCH LINES, CROSS MAINS, AND

FEED MAINS, SERVING NEW SPRINKLER LOCATIONS WITH MODIFIED ARM

OVER CONNECTIONS FED FROM EXISTING OUTLET. SHOW ALL PIPING ON

SHOP DRAWING SUBMITTAL.

E. DURING DEMOLITION, CONTRACTOR TO REVERSE A/S HEAD CONNECTION

TO UPRIGHT, PROVIDE A NEW UPRIGHT SPRINKLER AND SPRIG IF

NECESSARY, TO KEEP SYSTEM ACTIVE DURING CONSTRUCTION. REPLACE

A/S HEAD WITH DESIGNATED NEW FINAL TYPE AT END OF CONSTRUCTION.

F. BOTTOM OF FIINISH CEILING TYP. 8'-0" A.F.F., UNLESS NOTED OTHERWISE.

SEE SHEET FX100.1 FOR PHASING NOTES.

SMOKE BARRIER (FIRE RATED 1 HR.)

2 HR FIRE BARRIER

SPRINKLER

ZONE

PERIMETER

SPRINKLER

ZONE

PERIMETER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

1. REWORK FIRE PROTECTION BRANCH PIPING AS NECESSARY TO

ACCOMMODATE NEW ARCHITECTURAL LAYOUT. INSTALL NEW SPRINKLER

HEADS PER NFPA #13.

2. INSTALL NEW SPRINKLER HEAD PER NFPA #13. CONNECT BRANCH TO

EXISTING STEEL FIRE PROTECTION PIPING.

3. AREA WITH NO HATCH IS LIGHT HAZARD OCCUPANCY.

4. AREA WITH HATCH IS ORDINARY HAZARD GROUP 2.

5. AREA WITH IS NOT IN CONTRACT.

A. THE FIRE PROTECTION DRAWINGS ARE CONCEPTUAL, FOR GENERAL

INFORMATION ONLY AND SHALL NOT BE CONSTRUED AS FINAL DESIGN OR

INSTALLATION DOCUMENTS. THE SPRINKLER DESIGN AND INSTALLATION

SHALL BE THE RESPONSIBILITY OF THE DESIGN BUILD FIRE PROTECTION

CONTRACTOR. THIS INCLUDES THE RELOCATION OF SPRINKLER MAINS,

BRANCH PIPING AND HEADS AS NECESSARY FOR THE NEW DESIGN.

REFER TO SPECIFICATION FOR DESIGN CRITERIA.

B. DESIGN TO BE IN ACCORDANCE WITH THE VA FIRE PROTECTION DESIGN

MANUAL, DATED JUNE 1 2021

C. CONTRACTOR TO PROTECT EXISTING HEADS FROM DAMAGE DURING

CONSTRUCTION ACTIVITIES.

D. CONTRACTOR TO UTILIZE EXISTING BRANCH LINES, CROSS MAINS, AND

FEED MAINS, SERVING NEW SPRINKLER LOCATIONS WITH MODIFIED ARM

OVER CONNECTIONS FED FROM EXISTING OUTLET. SHOW ALL PIPING ON

SHOP DRAWING SUBMITTAL.

E. DURING DEMOLITION, CONTRACTOR TO REVERSE A/S HEAD CONNECTION

TO UPRIGHT, PROVIDE A NEW UPRIGHT SPRINKLER AND SPRIG IF

NECESSARY, TO KEEP SYSTEM ACTIVE DURING CONSTRUCTION. REPLACE

A/S HEAD WITH DESIGNATED NEW FINAL TYPE AT END OF CONSTRUCTION.

SEE SHEET FX100.1 FOR PHASING NOTES.

SMOKE BARRIER (FIRE RATED 1 HR.)

2 HR FIRE BARRIER

EXISTING

SP

SPRINKLER

ZONE

PERIMETER

SPRINKLER

ZONE

PERIMETER

SPRINKLER

ZONE

PERIMETER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

A. THE FIRE PROTECTION DRAWINGS ARE CONCEPTUAL, FOR GENERAL

INFORMATION ONLY AND SHALL NOT BE CONSTRUED AS FINAL DESIGN OR

INSTALLATION DOCUMENTS. THE SPRINKLER DESIGN AND INSTALLATION

SHALL BE THE RESPONSIBILITY OF THE DESIGN BUILD FIRE PROTECTION

CONTRACTOR. THIS INCLUDES THE RELOCATION OF SPRINKLER MAINS,

BRANCH PIPING AND HEADS AS NECESSARY FOR THE NEW DESIGN.

REFER TO SPECIFICATION FOR DESIGN CRITERIA.

B. DESIGN TO BE IN ACCORDANCE WITH THE VA FIRE PROTECTION DESIGN

MANUAL, DATED JUNE 1 2021

C. CONTRACTOR TO PROTECT EXISTING HEADS FROM DAMAGE DURING

CONSTRUCTION ACTIVITIES.

D. CONTRACTOR TO UTILIZE EXISTING BRANCH LINES, CROSS MAINS, AND

FEED MAINS, SERVING NEW SPRINKLER LOCATIONS WITH MODIFIED ARM

OVER CONNECTIONS FED FROM EXISTING OUTLET. SHOW ALL PIPING ON

SHOP DRAWING SUBMITTAL.

E. DURING DEMOLITION, CONTRACTOR TO REVERSE A/S HEAD CONNECTION

TO UPRIGHT, PROVIDE A NEW UPRIGHT SPRINKLER AND SPRIG IF

NECESSARY, TO KEEP SYSTEM ACTIVE DURING CONSTRUCTION. REPLACE

A/S HEAD WITH DESIGNATED NEW FINAL TYPE AT END OF CONSTRUCTION.

1. REWORK FIRE PROTECTION BRANCH PIPING AS NECESSARY TO

ACCOMMODATE NEW ARCHITECTURAL LAYOUT. INSTALL NEW SPRINKLER

HEADS PER NFPA #13.

2. INSTALL NEW SPRINKLER HEAD PER NFPA #13. CONNECT BRANCH TO

EXISTING STEEL FIRE PROTECTION PIPING.

3. AREA WITH NO HATCH IS LIGHT HAZARD OCCUPANCY.

4. AREA WITH HATCH IS ORDINARY HAZARD GROUP 2.

5. AREA WITH IS NOT IN CONTRACT.

SEE SHEET FX100.1 FOR PHASING NOTES.

ALL SPACES BETWEEN PIPES AND SLEEVES SHALL BE

PACKED FULL DEPTH WITH FIRE RESISTIVE MATERIAL

(FIBER GLASS SHALL NOT BE USED) SLEEVE CLEARANCES

SHALL NOT EXCEED 1/2 INCH BETWEEN PIPES AND

SLEEVES.

ESCUTCHEON

BOTH SIDES

PIPE SLEEVE (CEMENT ANY

GAPS BETWEEN SLEEVES AND

WALL)

WALL OR PARTITION

PIPE

NOTE:

1. REFER TO SPECIFICATIONS ARTICLE ENTITLED "BASIC PIPING MATERIALS

AND METHODS".

NEW BRANCH

RETURN BEND

OUTLET FROM TOP OF

BRANCH PIPE

BRANCH PIPE

FINISHED CEILINGQUICK RESPONSE SEMI-RECESSED

SPRINKLER HEAD (FM APPROVED)

REDUCER

1" MINIMUM

SPRINKLER PIPE

VA

RIE

S

DRY TYPE SPRINKLER

CLEARANCE HOLE

BOOT

STRAP TIES

COUPLING

ADHESIVE

FREEZER CEILING

MOUNT PIPING ABOVE

BOTTOM CHORD OF JOIST

INSULATED FREEZER

STRUCTURE

EQUAL

EQUAL

EQUAL

EQUAL

ARM-OVER PIPING

NOTE:

FIREFLEX MAY BE USED IN

CONCEALED AREAS.

1" x 1/2" REDUCER MANUF. AS

SPECIFIED

PIPE

ADJUSTING NUTDOUBLE NUT

HANGER "A" EXPANSION ANCHOR

HANGER ROD

PIPE

ADJUSTING NUTDOUBLE NUT

HANGER "B" POWER DRIVEN STUD

ROD COUPLING

HANGER ROD

SWIVEL RING SWIVEL RING

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

MAXIMUM DISTANCE BETWEEN HANGERS

3" 6"4"

15' 0"15' 0"12' 0" 15' 0" 15' 0" 14' 0" 15' 0"12' 0"

12' 0" - -12' 0"

STEEL PIPE (EXCEPT TREADED

LIGHT WALL)

STEEL PIPE TREADED

LIGHT WALL

NOMINAL PIPE SIZE

12' 0" 12' 0" 12' 0" 12' 0"

NOTES:

4"-12" UNDER UNOBSTRUCTED

CONSTRUCTION (TYPICAL)

1"-22" UNDER OBSTRUCTED

CONSTRUCTION (TYPICAL)

1"UNDER OBSTRUCTED

CONSTRUCTION (TYPICAL)

1. 100 PSI STATIC PRESSURE ON SYSTEM REQUIRES UP-LIFT RESTRAINT WITHIN 12 INCHES HORIZONTALLY OF

HEAD FOR ARM-OVERS AND END OF BRANCH LINE.

2. THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER AND THE LAST HANGER ON THE LINE SHALL NOT EXCEED 36" FOR 1" PIPE, 48" FOR 1 1/4" PIPE AND 60" FOR 1 1/2" PIPE OR LARGER.

3. THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A SPRINKLER, SPRINKLER DROP, OR SPRIG-UP SHALL NOT EXCEED 24" *MANY CODES AND SPECIFICATIONS REQUIRE PIPE HANGERS

TO BE SPACED EVERY 10 FT (3.05M) REGARDLESS OF SIZE. CHECK LOCAL CODES.

PENDENT SPRINKLER

2'x2' CEILING TILE

OR HALF OF A

2'x4' CEILING TILE

SPRINKLER GUARD AS

SPECIFIED

1" x 0'-0" NIPPLE

BRANCHLINE

NOTE:

IDENTIFICATION MARKERS OR STRIPS TO BE PLACED ON ALL EXPOSED COVERED AND UNCOVERED PIPES AT 50'-0" INTERVALS AND AT ALL VALVES AND BRANCHES AND ON BOTH SIDES OF WALLS WHERE PIPES PASS THROUGH SAME. ARROWS OF SAME COLOR AS IDENTIFICATION MARKERS SHALL ALSO BE PLACED ON PIPES POINTING AWAY FROM MAKER INDICATING DIRECTION OF FLOW.

OUTSIDE DIAMETER

OF PIPE OR COVERING LENGTH OF COLOR FIELD A SIZE OF

LETTERS B

3/4" TO 1-1/4"

1-1/2" TO 2"

2-1/2" TO 6"

8" TO 10"

OVER 10"

8"

8"

12"

24"

32"

1/2"

3/4"

1-1/4"

2-1/2"

3-1/2"

SIZE OF LEGEND LETTERS

LABEL BACKGROUND OR

COLOR BAND IDENTIFICATION MARKER

FIRE PROTECTION (ZONE #)

(ALL ZONES TO BE NUMBERED) RED WHITE ON RED

SECURE TO VALVE WITH BRASS CHAIN AND HOOD. DRILL

VALVE HANDLE AS REQUIRED TO ACCEPT TAG CHAIN.

TYPICAL LAMINATE THREE LAYER

PLASTIC OR BRASS VALVE TAG PER

SPECIFICATIONS

TAG LEGEND (FIRE PROTECTION)

FP = FIRE PROTECTION

EMBOSSED / PRINTED

LETTERING

1/4" MIN.

1/2" MIN.

1-1/2" O.D.

(MINIMUM)

PLASTIC TAGS TO HAVE COLORED BACKGROUND

WHICH COINCIDES WITH SERVICE COLOR.

1. ABBREVIATIONS TO BE AS INDICATED FOR EACH DESIGN SYSTEM AS

INDICATED ON DESIGN DRAWINGS.

2. VALVE TAGS SHOULD BE INDICATED IN "VALVE CHARTS" AND ON "PROJECT

RECORD" DRAWINGS TO CORRELATE WITH TAG I.D.'S.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

CONSTRUCTION DOCUMENTS-

ISSUE FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP NUTRITION & FOOD SERVICE

AND

EYE/ PT CLINIC ADDITION

1 MEDICAL CENTER DRIVE, CLARKSBURG, WV 26301

540-370

10-21-202225% DD1 SUBMISSION 06-14-21

50% DD2 SUBMISSION 08-23-21

75% CD1 SUBMISSION 11-01-21

www. bancroft-ae.com

BAE PROJECT NO. 20-109

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

VA CONTRACT NO. 36C24521C0034

75% CD1 SUBMISSION (RESUBMITTAL) 01-11-22

100% CD 2 SUBMISSION 07-29-22

100% CD 2 SUBMISSION (RESUBMITTAL) 09-23-22

CONSTRUCTION DOCUMENTS- ISSUED FOR BID 10-21-22

PLUMBING FIXTURE SCHEDULE

PLUMBING GENERAL NOTES PLUMBING MATERIALS AND PROCEDURES NOTES PLUMBING SYMBOL LIST

SYMBOL

AP ACCESS PANEL

PROCEDURES: DESCRIPTION

1. THE PLUMBING FIXTURE AND EQUIPMENT SCHEDULE, IN GENERAL, SPECIFIES THE PLUMBING FIXTURES, EQUIPMENT AND DEVICES: HOWEVER, UNLESS NOTED OTHERWISE, ALL FIXTURES SHALL BE PROVIDED WITH APPLICABLE ACCESSORIES (SUCH AS SUPPLY STOPS, WASTE TRAPS, FIXTURE

MOUNTING SUPPORTS, BOLT CAPS, WATER CLOSET SEATS, ETC., AS REQ'D TO COMPLETE THE

INSTALLATION.)

2. ALL ITEMS SPECIFIED HEREAFTER SHALL BE NEW, CLEANED AND ADJUSTED FOR THE SPECIFIED

DESIGN PURPOSE (UNLESS OTHERWISE SPECIFIED).

3. ALL EQUIPMENT AND DEVICES SHALL BEAR A.G.A., N.S.F., ASME, C.S.A. OR U.L. APPROVED LABELS AND

CERTIFICATIONS FOR THE SPECIFIED DESIGN PURPOSE.

4. PLUMBING CONTRACTOR SHALL VERIFY IN FIELD WITH VA/COR ALL FINAL FIXTURE AND EQUIPMENT

LOCATIONS AND MOUNTING HEIGHTS REQUIRED FOR THE DESIGN PURPOSE.

5. SUBMIT, AS PER THE SPECIFICATIONS, THE NUMBER OF COPIES OF EACH CATALOG CUT, FOR EACH ITEM, TO BE APPROVED BY THE VA/COR (PRIOR TO THE BEGINNING OF CONSTRUCTION) FOR ALL NEW

ITEMS SPECIFIED HEREAFTER.

6. THE CONTRACTOR SHALL SUBMIT EQUIPMENT PRODUCT DATA FOR EACH PIECE OF EQUIPMENT PRIOR TO ORDERING. SUBMIT, AS PER THE SPECIFICATIONS, THE NUMBER OF COPIES FOR APPROVAL BY THE VA/COR THIS CONTRACTOR SHALL ALSO ASSEMBLE PRINTED INSTRUCTIONS FOR THE OPERATION

AND MAINTENANCE OF EACH ITEM INSTALLED AND BIND TOGETHER WITH EQUIPMENT CUTS AND

CONTROL WIRING DIAGRAMS. DO NOT SUBMIT EQUIPMENT DATA FOR B.O.D. EQUIVALENCY

SUBSTITUTION ITEMS UNTIL SUCH TIME AS THE B.O.D. PROTOCOLS PROCESS HAS BEEN COMPLETED

AND THE SUBSTITUTION HAS BEEN APPROVED BY BOTH THE CO AND COR.

7. SOME FIXTURES FURNISHED BY VA SHALL BE INSTALLED BY PLUMBING CONTRACTOR, ALL OTHER

FIXTURES SHALL BE FURNISHED & INSTALLED BY PLUMBING CONTRACTOR.

1. ALL MATERIALS SHALL BE NEW OF FIRST QUALITY AND UL LISTED FOR THE SPECIFIC DESIGN PURPOSE.

2. SANITARY, VENT, AND STORM LINES SHALL BE SCHEDULE 40 CAST IRON OR COPPER PIPE.

3. DOMESTIC WATER SUPPLY PIPING LOCATED BELOW THE SLAB-ON-GRADE LESS THAN 2" SHALL BE TYPE "K" COPPER LINES

6" AND LARGER SHALL BE STAINLESS STEEL (ASTM 312)

4. THREADED FITTINGS ON GALVANIZED STEEL PIPING SHALL BE 150# CLASS GALVANIZED MALLEABLE IRON FITTING

CONFORMING TO ASTM A-197 SPECIFICATION.

5. FURNISH AND INSTALL UNIONS WHERE INDICATED OR AS DEEMED NECESSARY FOR REPAIR OR SERVICE. UNIONS 2" AND SMALLER SHALL BE STANDARD GROUND JOINT BRASS TO IRON SEAT, MALLEABLE IRON, SCREWED. UNIONS 2-1/2" AND

LARGER SHALL BE STANDARD CAST IRON FLANGED UNIONS 125# CLASS.

6. DOMESTIC HOT WATER SUPPLY AND RETURN PIPING SHALL BE INSULATED WITH ONE OF THE FOLLOWING:

A. 1" THICK PREFORMED FIBERGLASS WITH "K" FACTOR OF 0.23 MAXIMUM AT 75°F. MEAN TEMPERATURE. JACKET TO

BE FACTORY APPLIED KRAFT PAPER WITH VAPOR BARRIER.

B. 1" THICK MOLDED RIGID PHENOLIC FOAM WITH "K" FACTOR OF 0.23 MAXIMUM AT 78°F MEAN TEMPERATURE WITH

FACTORY APPLIED LAMINATED ALUMINUM FOILAND WHITE KRAFT PAPER VAPOR BARRIER JACKET.

9. DOMESTIC COLD WATER PIPING SHALL BE INSULATED WITH:

A. 1/2" THICK INSULATION FOR PIPING UP TO 1-1/4" DIAMETER.

B. 1" THICK INSULATION FOR PIPING LARGER THAN 1-1/2" DIAMETER.

10. HANGERS SHALL BE OF STANDARD WEIGHT STEEL OR IRON ROD AND RING OR CLEVIS TYPE. SEE DETAIL.

1. DISINFECTION OF POTABLE WATER SYSTEM SHALL BE AT THE VERY MINIMUM AS DESCRIBED BELOW IN ITEMS A THRU

D, OR THE MOST AGRESSIVE SYSTEM REQUIRED BY THE FOLLOWING FOR CITED AUTHORITIES:

NEW POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS MATTER AND DISINFECTED PRIOR TO UTILIZATION. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY HAVING JURISDICTION OR, IN THE ABSENCE OF A PRESCRIBED METHOD, THE PROCEDURE DESCRIBED IN EITHER AWWA C651 OR AWWA C652 LISTED IN CHAPTER 19, AND AS DESCRIBED IN THE VA SPECIFICATION SECTION. THIS REQUIREMENT SHALL APPLY TO "ONSITE" OR "IN-PLANT" FABRICATION OF A SYSTEM OR TO A MODULAR PORTION OF A SYSTEM.

A. THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR

AT THE POINTS OF OUTLET.

B. THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER/CHLORINE SOLUTION AT LEAST 50 PARTS PER MILLION (50 mg/l) OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE VALVED OFF AND

ALLOWED TO STAND FOR 24 HOURS; OR THE

SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER CHLORINE SOLUTION AT LEAST 200 PARTS PER MILLION (200mg/l) OF CHLORINE AND ALLOWED TO STAND FOR 3 HOURS. FOLLOWING THE REQUIRED

STANDING TIME, THE SYSTEM SHALL BE FLUSHED.

C. THE SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL THE CHLORINE IS PURGED FROM THE

SYSTEM.

D. THE PROCEDURE SHALL BE REPEATED WHERE SHOWN BY A BACTERIOLOGICAL EXAMINATION THAT

CONTAMINATION REMAINS PRESENT IN THE SYSTEM.

2. PIPING SERVICE MARKING:

VINYL CLOTH PRESSURE SENSITIVE MARKERS BLACK LETTER ON WHITE BACKGROUND

A. PIPES 3" AND LARGER SPACING 30'-0" O.C. PIPES 2 1/2" AND SMALLER SPACING 20'-0" O.C.

B. INSTALL DIRECTIONAL ARROWS ON ALL PIPING AT SAME SPACING.

3. CONTRACTOR TO VERIFY IN FIELD AND PROVIDE EXTENSIONS REQUIRED TO ADJUST ALL FIXTURES TO GRADE LEVEL TO MAINTAIN INVERTS AS DETERMINED BY ALL FIXTURES RELATED (GREASE TRAPS, MAN HOLES, ETC.).

4. PROVIDE EXTERIOR ACCESS TO ISOLATION VALVES FOR HOT AND COLD WATER SUPPLY CUTOFF.

AFF ABOVE FINISH FLOOR

1. ALL SUSPENDED HORIZONTAL PIPING SHALL BE SUPPORTED BY HANGERS SPACED NO FURTHER THAN 8'-0" APART. NO PIPING SHALL BE SELF-SUPPORTING NOR BE SUPPORTED FROM EQUIPMENT

CONNECTIONS.

2. ALL PARALLEL PIPES (TWO(2) OR MORE) SHALL BE SUPPORTED ON A CHANNEL TYPE TRAPEZE

HANGER.

3. SUPPORTS AND HANGERS SHALL BE INSTALLED TO PERMIT FREE EXPANSION AND CONTRACTION IN

PIPING SYSTEMS UNLESS PIPE REQUIRES FIRM ANCHOR CONTROL.

4. HORIZONTAL SOIL OR WASTE LINES SHALL BE AT A SLOPE OF NOT LESS THAN 1/8" PER FOOT AND

SHALL BE HELD CLOSE TO THE CONSTRUCTION TO MAINTAIN A MAXIMUM OF HEAD ROOM. ALL

CHANGES OF DIRECTION AND JUNCTIONS SHALL BE MADE WITH "Y" FITTINGS AND 1/8" BENDS. NO LINES OF ANY KIND SHALL BE LOCATED BELOW FREEZERS. ALL DRAIN LINES SHALL BE PROTECTED

FROM FREEZING.

5. HOT AND COLD WATER PIPING SHALL BE PROPERLY PITCHED TO LOW POINTS IN THE SYSTEM

WHERE DRAINS SHALL BE INSTALLED.

6. CLEANOUTS SHALL BE PLACED AT ALL DEAD ENDS, AT CHANGES OF DIRECTION, AT 50'-0" INTERVALS ON HORIZONTAL RUNS, OUT OF HIGH TRAFFIC AREAS, (NOT UNDER CASES) ETC. WHERE CLEANOUTS OCCUR IN CONCEALED SPACES, THEY SHALL BE PROVIDED WITH EXTENSIONS TO FLOOR ABOVE OR

TO WALLS. A HAND-HOLE TEST TEE SHALL BE PLACED AT THE BASE OF EACH STACK.

7. VENT STACKS EXTENDING UP THROUGH THE ROOF SHALL BE FLASHED WITH SIX POUND SHEET LEAD. FLASHING SHALL EXTEND 12" IN ALL DIRECTIONS FROM THE VENT, CARRIED OVER AND

TURNED DOWN THE INSIDE OF THE VENT. ALL SEAMS AND JOINTS OF FLASHING SHALL BE

SOLDERED AND PROVEN WEATHERTIGHT. EXTEND VENTS A MIN. OF 12" ABOVE ROOF, AND 30" AWAY

FROM PARAPET.

8. ALL SUPPLY PIPING TO BE RUN OVERHEAD, UNLESS NOTED OTHERWISE.

9. ALL SUPPLY PIPING TO BE A MINIMUM OF 3/4" DIA.

10. EACH FIXTURE WILL HAVE A 1/2" X 12" AIR CHAMBER.

11. PROVIDE SERVICE VALVE AT BRANCHES AND AT ALL APPLIANCES.

12. ALL FIXTURES WILL BE FURNISHED WITH INTEGRAL STOPS.

13. ALL FLOOR DRAINS AND FIXTURES TO BE VENTED IN ACCORDANCE WITH ALL LOCAL, STATE AND

FEDERAL CODES AND REGULATIONS.

14. ALL HORIZONTAL VENT PIPING SHALL BE RUN ABOVE FINISHED CEILINGS AND SLOPED UP TOWARD

MAIN STACK.

15. THE PLUMBING CONTRACTOR WILL NOT INSTALL COMBUSTIBLE PIPING MATERIAL IN OR THROUGH

FIRE RATED ASSEMBLIES.

16. HORIZONTAL DRAINAGE PIPING SHALL BE PITCHED NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" DIA.

AND UNDER.

17. HORIZONTAL DRAINAGE PIPING SHALL BE PITCHED NOT LESS THEN 1/8" PER FOOT FOR PIPING 4" DIA.

AND OVER.

18. ALL EQUIPMENT DEVICES SHALL BE INSTALLED WITH UNIONS IN SUCH A MANNER TO FACILITATE

EASY REMOVAL AND MAINTENANCE OF EQUIPMENT WITHOUT DISRUPTING SERVICE AND CAUSING

MAJOR PIPING REVISIONS.

DISCIPLINE SPECIFIC

MATERIALS

SEE ALL PROJECT GENERAL NOTES AND OTHER REQUIREMENTS INCLUDING THE LIFE SAFETY AND INFECTION CONTROL REQUIREMENTS LOCATED WITHIN THE GENERAL DRAWINGS SECTION. COMPLY WITH ALL REQUIREMENTS AS THEY ARE A DIRECT PART OF THIS SECTION AND AS IF THEY WERE DIRECTLY INCLUDED AND PROVIDED BELOW.

EQUIVALENCY SUBSTITUTIONS: THE “BASIS OF DESIGN (BOD) PROTOCOLS” ARE TO BE FOLLOWED FOR ALL EQUIPMENT, MATERIALS AND ASSEMBLIES SPECIFIED AND DETAILED THROUGHOUT ALL DRAWINGS AND SPECIFICATION SECTIONS, WHETHER THE BOD DESIGNATE IS SPECIFICALLY REFERENCED THEREIN OR NOT. SEE THE GENERAL DRAWINGS SECTION FOR THE FULL BOD EQUIVALENCY SUBSTITUTION REQUIREMENTS AND PROTOCOLS TO BE FOLLOWED.

1. THIS CONTRACTOR SHALL REVIEW ENTIRE SET OF CONTRACT DOCUMENTS: INCLUDING BUT NOT NECESSARILY LIMITED TO ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, EQUIPMENT, FIRE PROTECTION, AND ELECTRICAL DRAWINGS AND ENTIRE PROJECT SPECIFICATIONS. THIS CONTRACTOR SHALL ACKNOWLEDGE AND INCLUDE IN THE SCOPE OF WORK (CONTRACT) ALL CONDITIONS PERTINENT TO THE COMPLETION OF HIS WORK.

THIS CONTRACTOR SHALL FULLY COORDINATE HIS/HER WORK WITH THE INSTALLATION OF WORK BY OTHER TRADES AND MAKE NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE THE INSTALLATION. ALL OF

THE ABOVE SHALL BE INCLUDED IN THE SCOPE OF WORK.

2. THIS CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS, VISIT THE SITE OF THE WORK AND FULLY INFORM THEMSELVES AS TO ALL CONDITIONS AND MATTERS THAT CAN, IN ANY WAY, AFFECT THE WORK OR THE COST THEREOF. SHOULD THIS CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE VA/CO AT ONCE, IN WRITING, OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK, OR BETWEEN THEIR…