Dry Pipe Drawings.pdf

FIRE PROTECTION SHEET LIST

Sheet Number DRAWING NAME

F001 FIRE PROTECTION GENERAL NOTES AND DETAILS

F002 FIRE PROTECTION GENERAL CONSTRUCTION DETAILS

F003 CAMPUS WATER DISTRIBUTION SITE PLAN

01-FD101 FIRE PROTECTION PLANS - DEMOLITION

01-F101 FIRE PROTECTION PLANS - NEW WORK

01-F201 DRY PIPE RISER SECTIONS

02-FD101 FIRE PROTECTION PLANS - DEMOLITION

02-FD102 FIRE PROTECTION PLANS - DEMOLITION

02-F101 FIRE PROTECTION PLANS - NEW WORK

02-F102 FIRE PROTECTION PLANS - NEW WORK

02-F201 DRY PIPE RISER SECTIONS

04-FD101 FIRE PROTECTION PLAN - DEMOLITION

04-FD102 FIRE PROTECTION PLAN - DEMOLITION

04-FD103 FIRE PROTECTION PLANS AND SECTIONS - DEMOLITION

04-F101 FIRE PROTECTION PLAN - NEW WORK

04-F102 FIRE PROTECTION PLAN - NEW WORK

04-F103 FIRE PROTECTION PLANS AND SECTIONS - NEW WORK

05-FD101 FIRE PROTECTION PLANS - DEMOLITION

05-F101 FIRE PROTECTION PLANS - NEW WORK

05-F201 DRY PIPE RISER SECTIONS

07-FD101 FIRE PROTECTION PLAN - DEMOLITION

07-FD102 FIRE PROTECTION PLANS - DEMOLITION

07-F101 FIRE PROTECTION PLAN - NEW WORK

07-F102 FIRE PROTECTION PLANS - NEW WORK

07-F201 DRY PIPE RISER SECTIONS

08-FD101 FIRE PROTECTION PLAN - DEMOLITION

08-FD102 FIRE PROTECTION PLANS - DEMOLITION

08-F101 FIRE PROTECTION PLAN - NEW WORK

08-F102 FIRE PROTECTION PLANS - NEW WORK

08-F201 DRY PIPE RISER SECTIONS

09-FD101 FIRE PROTECTION PLAN - DEMOLITION

09-FD102 FIRE PROTECTION PLANS - DEMOLITION

09-F101 FIRE PROTECTION PLAN - NEW WORK

09-F102 FIRE PROTECTION PLANS - NEW WORK

09-F201 DRY PIPE RISER SECTIONS

10-FD101 FIRE PROTECTION PLANS - DEMOLITION

10-FD102 FIRE PROTECTION PLAN - DEMOLITION

10-F101 FIRE PROTECTION PLANS - NEW WORK

10-F102 FIRE PROTECTION PLAN - NEW WORK

10-F201 DRY PIPE RISER SECTIONS

11-FD101 FIRE PROTECTION PLAN - DEMOLITION

11-FD102 FIRE PROTECTION PLANS - DEMOLITION

11-F101 FIRE PROTECTION PLAN - NEW WORK

11-F102 FIRE PROTECTION PLANS - NEW WORK

11-F201 DRY PIPE RISER SECTIONS

12-FD101 FIRE PROTECTION PLAN - DEMOLITION

12-FD102 FIRE PROTECTION PLAN - DEMOLITION

12-F101 FIRE PROTECTION PLANS - NEW WORK

12-F102 FIRE PROTECTION PLAN - NEW WORK

12-F201 DRY PIPE RISER SECTIONS

74-FD101 FIRE PROTECTION PLAN - DEMOLITION

74-FD102 FIRE PROTECTION PLANS - DEMOLITION

74-F101 FIRE PROTECTION PLAN - NEW WORK

74-F102 FIRE PROTECTION PLANS - NEW WORK

74-F201 DRY PIPE RISER SECTIONS

75-FD101 FIRE PROTECTION PLANS - DEMOLITION

75-FD102 FIRE PROTECTION PLAN - DEMOLITION

75-F101 FIRE PROTECTION PLANS - NEW WORK

75-F102 FIRE PROTECTION PLAN - NEW WORK

75-F201 DRY PIPE RISER SECTIONS

76-FD101 FIRE PROTECTION PLANS - DEMOLITION

76-FD102 FIRE PROTECTION PLAN - DEMOLITION

76-F101 FIRE PROTECTION PLANS - NEW WORK

76-F102 FIRE PROTECTION PLAN - NEW WORK

76-F201 DRY PIPE RISER SECTIONS

77-FD101 FIRE PROTECTION PLAN - DEMOLITION

77-FD102 FIRE PROTECTION PLANS - DEMOLITION

77-F101 FIRE PROTECTION PLAN - NEW WORK

77-F102 FIRE PROTECTION PLANS - NEW WORK

77-F201 DRY PIPE RISER SECTIONS

A

B

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21 4 5 6 7 8 9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD STAMPCONSULTANTS

U.S. Department of Veterans Affairs

LIST OF DRAWINGS

PROJECT CONTACT DIRECTORY

LOCATION MAP

CONTRACT SPECIALIST CONTRACTING OFFICER REPRESENTATIVE (COR) ARCHITECT / MEP/FP & STRUCTURAL ENGINEERS acela architects + engineers, pc 2633 Moravian Avenue Allentown, PA 18103

Joseph L. Herman, AIA, NCARB, LEED AP Cell: (610) 417-7850 jherman@acela-ae.com

APPROVALS

Approved by Medical Center Director Approved by Director of Facility Management Service

Approved by Project COR Approved by Medical Director

Approved by Infection Control Approved by Safety Officer

Approved by Project CO

Approved by

PROJECT INFORMATION

N O

T F

O R

C O

N S

T R

U C

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IO

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A

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C

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F

321 4 5 6 7 8 9

4/

/2

:2 3:

A

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:\U se rs \b pe re ira \D oc um en ts

\2 1-

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GI101

COVER SHEET

04/29/2022 DTB ACELA

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

SALEM VA MEDICAL CENTER

CONSTRUCTION DOCUMENTS

SUBMISSION

1970 ROANOKE BLVD, SALEM, VA 24153

Revisions: Date:

GENERAL INFORMATION SHEET LIST

Sheet Number DRAWING NAME

GI101 COVER SHEET

ELECTRICAL SHEET LIST

Sheet Number DRAWING NAME

E001 ELECTRICAL SYMBOLS, ABBREVIATIONS, GENERAL NOTES, AND

GENERAL CONSTRUCTION DETAILS

01-E101 ELECTRICAL PLANS - NEW WORK

02-E101 ELECTRICAL PLANS - NEW WORK

04-E101 ELECTRICAL PLANS - NEW WORK

05-E101 ELECTRICAL PLANS - NEW WORK

07-E101 ELECTRICAL PLANS - NEW WORK

08-E101 ELECTRICAL PLANS - NEW WORK

09-E101 ELECTRICAL PLANS - NEW WORK

10-E101 ELECTRICAL PLANS - NEW WORK

11-E101 ELECTRICAL PLANS - NEW WORK

12-E101 ELECTRICAL PLANS - NEW WORK

74-E101 ELECTRICAL PLANS - NEW WORK

75-E101 ELECTRICAL PLANS - NEW WORK

76-E101 ELECTRICAL PLANS - NEW WORK

77-E101 ELECTRICAL PLANS - NEW WORK

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

E E R

FIRE PROTECTION DESIGN NOTES

1. THESE FIRE PROTECTION DESIGN NOTES ARE APPLICABLE TO ALL BUILDINGS IN THE

PROJECT SCOPE OF WORK.

2. SYSTEM TYPE; DRY-PIPE, NITROGEN CHARGED. SYSTEM SERVING ATTIC SPACES

LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE.

3. SPRINKLER SHALL BE: ORDINARY HAZARD GROUP I. PROVIDE 0.15 GPM/SQ.FT. OVER MOST

REMOTE 1950 SQ.FT (1500 SQ.FT + 30% FOR DRY PIPE) WITH MAXIMUM 130 SQ.FT. PER

SPRINKLER HEAD COVERAGE.

4. AN ADDITIONAL WATER ALLOWANCE OF 250 GPM FOR INSIDE AND OUTSIDE HOSE

STREAMS SHALL BE ADDED TO THE SPRINKLER SYSTEM HYDRAULIC REQUIREMENTS.

5. THE CALCULATED DEMAND INCLUDING HOSE STREAM REQUIREMENTS SHALLNOT

EXCEED 90 PERCENT OF THE AVAILABLE WATER SUPPLY.

6. SYSTEM SHALL BE HYDRAULICALLY CALCULATED BY THE INSTALLING FIRE PROTECTION

CONTRACTOR. CALCULATIONS SHALL UTILIZE THE AREA DENSITY METHOD DEFINED IN

CHAPTER 19 OF NFPA 13. CALCULATIONS AND SHOP DRAWINGS SHALL BE PREPARED BY

A NICET III / IV CERTIFIED TECHNICIAN.

7. HYDRAULIC CALCULATIONS SHALL BE BASED ON CURRENT FLOW TEST DATA. THE

CONTRACTOR SHALL PERFORM WATER SUPPLY FLOW TESTING TO OBTAIN THE DATA

NECESSARY TO PERFORM REQUIRED HYDRAULIC CALCULATIONS. FLOW TESTING SHALL

BE COORDINATED WITH THE VA COR.

8. PIPE SIZES, DISTRIBUTION PIPE LAYOUT, AND SPRINKLER HEAD LOCATIONS INDICATED

ARE FOR REFERENCE TO SHOW DESIGN INTENT; FINAL PIPE SIZES, DISTRIBUTION PIPE

LAYOUT, AND SPRINKLER HEAD LOCATIONS SHALL BE DETERMINED BY THE INSTALLING

CONTRACTOR IN ACCORDANCE WITH NFPA 13 AND THE HYDRAULIC CALCULATIONS.

9. CONTRACTOR SHALL CALCULATE FINAL SYSTEM VOLUME BASED ON PIPE LAYOUT AND

SIZING DETERMINED THROUGH HYDRAULIC CALCULATIONS. WHEN VOLUME EXCEEDS 750

GALLON THE CONTRACTOR SHALL PROVIDE CALCULATIONS (USING CALCULATION

PROGRAM LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY) CONFIRMING A

MAXIMUM WATER DELIVERY TIME OF 50 SECONDS WITH TWO MOST REMOTE HEADS

INITIALLY OPEN (WATER DELIVERY TIME SHALL INCLUDE A QUICK OPENING DEVICE ON

THE DRY PIPE VALVE). WHERE VOLUME IS MORE THAN 500 GALLONS AND EQUAL TO 750

GALLONS OR LESS; NO CALCULATION IS REQUIRED IF A QUICK OPENING DEVICE IS

PROVIDED ON THE DRY PIPE VALVE. WHERE VOLUME IS EQUAL TO 500 GALLONS OR LESS;

NO CALCULATION IS REQUIRED AND NO QUICK OPENING DEVISE IS REQUIRED ON THE

DRY PIPE VALVE.

10. BASED ON VOLUME CALCULATIONS, CONTRACTOR SHALL VERIFY THE CAPACITY OF THE

PROPOSED NITROGEN GENERATOR SERVING EACH DRY PIPE RISER IS CAPABLE OF

DELIVERING ADEQUATE VOLUME TO FILL THE SYSTEM AND RESTORE NORMAL SYSTEM

NITROGEN PRESSURE IN 30 MINUTES OR LESS. NORMAL OPERATING PRESSURE SHALL BE

DETERMINED IN ACCORDANCE WITH THE WRITTEN INSTRUCTIONS PROVIDED WITH THE

DRY PIPE VALVE FURNISHED.

11. ALL INSPECTOR TEST DRAINS SHALL BE DIRECTED TO OUTSIDE OF THE BUILDING.

GENERAL NOTES

1. THE PROJECT SCOPE OF WORK CONSISTS OF REPLACING THE DRY PIPE SPRINKLER SYSTEMS IN 14 BUILDINGS ACROSS THE SALEM VA MEDICAL CENTER ( BUILDINGS 1, 2, 4, 5, 7, 8, 9, 10, 11, 12, 74, 75, 76, AND 77). THESE FIRE PROTECTION GENERAL NOTES ARE APPLICABLE TO ALL BUILDINGS IN THE PROJECT SCOPE

OF WORK.

2. THE EXISTING DRY PIPE SYSTEM(S) IN EACH BUILDING ARE COMPRESSED AIR CHARGED AND SERVE THE ATTIC SPACES LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE. THE NEW SYSTEM(S) IN EACH BUILDING SHALL BE NITROGEN CHARGED AND SHALL SERVE THE SAME SPACES AS THE EXISTING SYSTEM.

3. THE INTENT IS TO CONSTRUCT THE NEW SYSTEM(S) IN EACH BUILDING PARALLEL TO THE EXISTING SYSTEM TO THE GREATEST EXTENT POSSIBLE TO KEEP THE EXISTING SYSTEM(S) IN SERVICE AND MINIMIZE SPRINKLER SYSTEM DOWNTIME. FURTHERMORE; THE INTENT IS TO SHUT DOWN SYSTEM(S), WHEN REQUIRED, BY CLOSING THE EXISTING SUPERVISED OS&Y GATE ISOLATION VALVE AT THE INLET TO THE EXISTING DRY PIPE SYSTEM VALVE TO AVOID INTERRUPTION TO WET PIPE SYSTEMS WITHIN THE BUILDING.

CONTRACTOR SHALL COORDINATE AND SCHEDULE SPRINKLER SYSTEM DOWNTIME WITH THE VA COR.

4. CONTRACTOR SHALL PROVIDE ALL INTERIM LIFE SAFETY MEASURES (ILSM) REQUIRED BY THE COR TO SUPPORT CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL PROVIDE A PLAN TO THE COR FOR ISLM IN EACH BUILDING 14 DAYS PRIOR TO SCHEDULED START OF CONSTRUCTION IN THE BUILDING. NO CONSTRUCTION WORK SHALL COMMENCE WITHOUT APPROVAL OF ISLM PLAN AND INSTALLED MEASURES BY THE VA COR. ISLM PLAN, AT A MINIMUM, SHALL BE A DOWNTIME SAFETY WATCH FOR ALL AREAS SERVED

BY THE DRY PIPE SYSTEM.

5. CONTRACTOR SHALL PROVIDE ALL TEMPORARY ENVIRONMENTAL CONTROLS REQUIRED BY THE COR. TO SUPPORT CONSTRUCTION ACITIVITIES. TEMPORARY ENVIRONMENTAL CONTROLS SHALL INCLUDE BUT NOT NECESSARILY BE LIMITED TO: ICRA BARRIERS INCLUDING ANTI-ROOM, SPACE AIR PRESSURIZATION CONTROLS, AND TEMPORARY EGRESS SIGNAGE. PLACE TEMPORARY ENVIRONMENTAL CONTROLS PRIOR TO COMMENCING IN ANY CONSTRUCTION WORK. TEMPORARY ENVIRONMENTAL CONTROLS SHALL BE PROVIDED IN ACCORDANCE WITH THE SPECIFICATIONS AND COORDINATED AND APPROVED BY THE VA

COR.

6. CONTRACTOR SHALL BECOME FAMILAR WITH ALL VA COVID-19 PROTOCOLS IN EFFECT AT THE TIME OF CONSTRUCTION AND SHALL COMPLY WITH ALL REQUIREMENTS. ALL EMPLOYEES OF THE CONTRACTOR

NOT COMPLYING WITH REQUIREMENTS WILL BE REMOVED FROM THE SITE.

7. FIRE PROTECTION SPRINKLER INSTALLATION SHALL MEET THE REQUIREMENTS OF THE FOLLOWING:

A. NFPA 13 AND 14, 2019 EDITION.

B. DVA FIRE PROTECTION MANUAL; EIGHTH EDITION, REVISED JUNE 2021.

8. SPRINKLER HEADS SHALL BE FM APPROVED QUICK RESPONSE IN ALL AREAS, EXCEPT WHERE SPECIFICALLY PROHIBITED, IN COMPLIANCE WITH VA GUIDELINES AND NFPA REQUIREMENTS. ALL SPRINKLER HEADS SHALL BE ORDINARY TEMPERATURE RATED UNLESS INDICATED OTHERWISE ON PLANS.

9. SPRINKLER PIPE SIZES, PIPE ROUTING, AND SPRINKLER HEAD LOCATIONS SHALL CONFORM TO NFPA REQUIREMENTS. ALL SPRINKLER HEADS SHALL BE UPRIGHT HEADS. ALL SYSTEM PIPING SHALL BE PITCHED AND HAVE DRAIN VALVES AT LOW POINTSTO ALLOW FOR DRAINAGE OF ENTIRE SYSTEM AFTER TESTING.

10. PIPE HANGERS INCLUDING SEISMIC PROTECTION TO BE INSTALLED AS REQUIRED BY NFPA FOR SUPPORTING SPRINKLER PIPING. NO OTHER PIPING AND/OR DEVICES ARE TO BE ATTACHED TO THE

SPRINKLER PIPE OR SPRINKLER PIPE HANGERS.

11. SPRINKLER PIPING SHALL NOT BE LOCATED IN ANY ELECTRICAL, TELECOMMUNICATION OR DATA ROOMS/CLOSETS UNLESS THOSE PIPES SERVE ONLY THAT SPACE OR UNLESS SPECIFICALLY NOTED

OTHERWISE.

12. ALL SPRINKLER PIPE TO MAINTAIN A 6'-0" MIN. VERTICAL CLEARANCE FROM TOP OF ELECTRICAL CONTROL

PANELS & SWITCHGEAR/TRANSFORMERS.

13. DURING INSTALLATION OF NEW SPRINKLER SYSTEM NO HOT WORK (WELDING, BRAZING, TORCH CUTTING, SOLDERING, ETC.) SHALL BE ALLOWED WITHIN ANY BUILDING ACROSS THE SALEM VA MEDICAL CENTER UNLESS THE CONTRACTOR HAS OBTAINED A HOT WORK PERMIT. REQUEST FOR HOT WORK PERMIT SHALL BE SUBMITTED TO THE VA COR A MINIMUM OF 10 WORKING DAYS PRIOR TO PERFORMANCE OF THE

PROPOSED HOT WORK.

14. EACH DRY PIPE SPRINKLER RISER (DRY PIPE SYSTEM) SHALL BE EQUIPPED WITH A NEW DRY PIPE SPRINKLER VALVE ASSEMBLY. DRY PIPE SPRINKLER VALVE ASSEMBLY SHALL WATER SYSTEM PRESSURE GAUGE, NITROGEN SYSTEM PRESSURES GAUGE, NITROGEN SYSTEM PRESSURE MAINTENANCE DEVICE, NITROGEN SYSTEM SUPERVISORY SWITCH, WATER ALARM PRESSURE SWITCH, ALARM TEST VALVE, AND SYSTEM DRAIN. ALL ALARM DEVICES SHALL BE CONNECTED TO THE EXISTING ADDRESSABLE BUILDING

FIRE ALARM SYSTEM.

15. INSTALL PIPING SO THAT ANY NEW VALVES ARE ACCESSIBLE AND STEMS EXTEND VERTICALLY UP. ALL

ISOLATION VALVES SHALL BE EQUIPPED WITH SUPERVISORY TAMPER SWITCHES.

16. ALL WATER FLOW SWITCHES MUST BE ISOLATED BY MEANS OF A FITTING OR UNION ON BOTH SIDES TO

FACILITATE REMOVAL AND SERVICE OF THE FLOW SWITCH.

17. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE THE QUANTITY OF SPRINKLER HEADS AS REQUIRED TO MAINTAIN THE MINIMUM COVERAGE REQUIRED BY NFPA 13 IN ALL AREAS IN THE PROJECT SCOPE.

18. SPRINKLER SYSTEM COMPONENTS ARE INDICATED ON THE DRAWING FOR REVIEW AND INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL COMPONENTS FOR A COMPLETE

FIRE SUPPRESSION INSTALLATION AS PER THE INTENT OF THE PROJECT SCOPE OF WORK AND

SPECIFICATIONS. ALL SPRINKLER SYSTEM COMPONENT INSTALLATIONS SHALL CONFORM TO NFPA AND VA

REQUIREMENTS.

19. SPRINKLER PIPE SIZES AND LOCATIONS ARE INDICATED ON DRAWING FOR BID PURPOSES ONLY.

SPRINKLER PIPE SIZES AND LOCATIONS SHALL CONFORM TO NFPA REQUIREMENTS AND SHALL BE BASED

ON HYDRAULIC CALCULATIONS.

20. COORDINATE THE EXACT LOCATION OF ALL SPRINKLER HEADS, PIPING, EQUIPMENT, AND DEVICES WITH EXISTING BUILDING STRUCTURES AND COMPONENTS OF OTHER SYSTEMS INCLUDING PIPING, DUCTWORK, LIGHTING, ETC. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THESE COMPONENTS IN THE

FIELD AND DOCUMENT ON THEIR SUBMITTALS.

21. PROVIDE COMPLETE AND FUNCTIONAL FIRE PROTECTION SYSTEMS FOR THE PROJECT. THE SYSTEMS SHALL CONFORM TO THE SPECIFICATIONS AND AS SHOWN ON DRAWINGS. ITEMS OR WORK NOT SHOWN OR SPECIFIED, BUT REQUIRED FOR COMPLETE SYSTEMS, SHALL BE PROVIDED AND SHALL CONFORM TO ACCEPTED TRADE PRACTICES. THE DRAWINGS AND SPECIFICATIONS ARE PRESENTED TO DEFINE SPECIFIC

SYSTEM REQUIREMENTS AND SERVE TO EXPAND ON THE PRIMARY CONTRACT REQUIREMENTS OF

PROVIDING COMPLETE SYSTEMS. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL

ARRANGEMENT AND ROUTING OF THE SYSTEMS INCLUDED IN THE SCOPE OF WORK.

22. THESE DRAWINGS WERE PREPARED FROM INFORMATION TAKEN FROM THE ORIGINAL BUILDING DRAWINGS AND FIELD SURVEY INFORMATION COMPILED BY THE ENGINEERING DESIGN TEAM FOR THE PURPOSE OF ENGINEERING DESIGN CONCEPT. EXISTING CONDITIONS ARE SHOWN AS ACCURATELY AS POSSIBLE.

HOWEVER, THERE IS THE POSSIBILITY THAT CONDITIONS SHOWN ARE NOT EXACTLY AS EXISTING.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, LOCATIONS, SIZES AND CONDITIONS AT THE

SITE AND DOCUMENT ALL INFORMATION ON SUBMITTALS.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR DEMOLITION OF EXISTING SYSTEM AND/OR INSTALLATION OF NEW SYSTEMS. ALL CUTTING AND PATCHING WORK SHALL BE COORDIINATED WITH THE VA PROJECT COR. ALL PATCHING WORK SHALL BE PERFORMED TO MATCH EXISTING ADJACENT SURFACES AND SHALL BE PERFORMED TO THE SATISFACTION OF THE VA PROJECT

COR.

24. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT ALL RULES AND REGULATIONS ARE BEING OBSERVED. THE CONTRACTOR SHALL INSTALL SIGNAGE, BARRIERS, AND OTHER MEANS TO PROVIDE WARNING AND PERSONNEL SAFETY. PLACEMENT OF THESE ITEMS WILL BE COORDINATED WITH THE COR

AND WILL PROMPTLY BE REMOVED WHEN WORK IN A PARTICULAR AREA HAS BEEN COMPLETED.

25. CONTRACTOR SHALL MAKE ALL NECESSARY SUBMISSIONS AND OBTAIN ALL NECESSARY PERMITS AND

APPROVALS PRIOR TO STARTING FABRICATION AND CONSTRUCTION.

HAZARDOUS MATERIAL NOTES

1. ASBESTOS CONTAINING MATERIALS (ACM) WILL BE ENCOUNTERED THROUGHOUT THE

PROJECT SCOPE OF WORK BUILDINGS. ITEMS KNOW TO CONTAIN ASBESTOS THAT

REQUIRE REMOVAL OR ABATEMENT ARE IDENTIFIED IN THE ON THE PLANS AND IN THE

“PRE-RENOVATION ASBESTOS SURVEY AND LEAD BASED PAINT SCREENING” ATTACHED

TO THE PROJECT SPECIFICATIONS. CARE SHALL BE TAKEN NOT TO DISTURB OTHER ACM

OR SUSPECTED ACM ENCOUNTERED IN THE EXECUTION OF THIS PROJECT.

2. FINISHED SURFACES COATED WITH PAINTS CONTAINING DETECTABLE CONCENTRATIONS

OF LEAD WERE IDENTIFIED THROUGHOUT THE PROJECT SCOPE OF WORK BUILDINGS.

ITEMS KNOW TO CONTAIN DETECTABLE CONCENTRATIONS OF LEAD ARE IDENTIFIED IN

THE “PRE-RENOVATION ASBESTOS SURVEY AND LEAD BASED PAINT SCREENING”

ATTACHED TO THE PROJECT SPECIFICATIONS. SHOULD ANY SURFACES COATED WITH

PAINTS CONTAINING DETECTABLE CONCENTRATIONS OF LEAD NEED TO BE DISTURBED

DURING THE EXECUTION OF THE PROJECT; CONTRACTOR SHALL PROVIDE

ENVIRONMENTAL AND PERSONNEL MONITORING TO ASSURE EXPOSURES DO NOT

EXCEED THE PERMISSIBLE EXPOSURE LIMIT DEFINED BY OSHA CONSTRUCTION RULE 29

CFR 1926.62.

FIRE PROTECTION LEGEND

EXISTING SMOKE BARRIER TO REMAIN

SEMI RECESSED PENDANT SPRINKLER

EXISTING PLANS: EXISTING TO BE REMOVED

NEW WORK PLANS: NEW TO BE INSTALLED

SIDE WALL SPRINKLER HEAD

EXISTING PLANS: EXISTING TO BE REMOVED

NEW WORK PLANS: NEW TO BE INSTALLED

SEMI RECESSED PENDANT SPRINKLER

EXISTING TO REMAIN

SIDE WALL SPRINKLER HEAD

EXISTING TO REMAIN

UPRIGHT SPRINKLER HEAD

EXISTING PLANS: EXISTING TO BE REMOVED

NEW WORK PLANS: NEW TO BE INSTALLED

UPRIGHT SPRINKLER HEAD

EXISTING TO REMAIN

AREA NOT IN SCOPE

EXTENT OF REMOVAL OF EXISTING

POINT OF CONNECTION OF

NEW TO EXISTING

DEMARCATION POINT FOR

WORK REQUIRING SHUTDOWN

EXISTING PIPING TO REMAIN

EXISTING PIPING TO BE REMOVED

NEW PIPING

DRY PIPE ASSEMBLY

VALVE

PIPE SLOPED UP (ARROWHEAD

INDICATES DIRECTION)

m m

1" M

A X

SIDE VIEW TRAPEZE HANGER FOR UP TO 453KG [1000 LB.] UNIFORM LOAD

ADJUSTABLE CLEVIS HANGER

SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER

SEE SPECIFICATIONS

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

NOM. SIZE

PIPE

TUBING

mm

[IN]

mm

[FT]

mm

[FT]

THRU 20

[THRU 3/4]

[7]

[5]

[1]

[7]

[6]

[1-1/4]

[7]

[7]

[1-1/2]

[9]

[8]

[2]

[10]

[8]

[2-1/2]

[11]

[9]

[3]

[12]

[10]

[4]

[14]

[12]

[5]

[16]

[13]

[6]

[17]

[14]

[8]

[19]

[16]

[10]

[22]

[12]

[23]

[14]

[25]

[16]

[27]

[18]

[28]

[20]

[30]

[24]

[32]

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(200mm [8"] MIN.)

BAND

43mm [1-5/8"] 12 GAUGE CHANNEL OR 50x50x6.4mm

[2"X2"X1/4"] ANGLE

15mm [1/2"] DIA.

HANGER RODS WITH

900mm [36"] MAX.

SPACING ON EACH

CHANNEL

SADDLE

INSULATION SHIELD

AT HANGER

HANGER ROD

SEE PIPE

HANGER

DETAIL

SPRINKLER HEAD DEFLECTOR SHALL BE WITHIN 12"

OF BOTTOM OF FRAMING MEMBER OR ROOF DECK

METAL DECKING

OR CEILING

BRANCH LINE

NOTE:

1. APPLICABLE TO PENETRATIONS OF ALL FIRE

RATED MEMBRANES, IN ACCORDANCE WITH

NFPA 101. REFER TO SPECIFICATIONS

SECTION 07 84 00, FIRE STOPPING SYSTEMS.

FLOOR

FIRESTOP MATERIAL

PIPE SLEEVE WHERE

SPECIFIED

FLOOR OR DECK PENETRATION

PARTITION OR CHASE PENETRATION

MASONRY PARTITION

PARTITION SUPPORT

FIRESTOP

MATERIAL

DRYWALL PARTITION

PIPE

FROM WATER

SUPPLY

TO SYSTEM

WATER FLOW

PRESSURE

ALARM

SWITCH

CHECK

VALVE

SUPPLY WATER

PRESSURE GAUGE

ALARM TEST

VALVE (N.G)

LOW BODY DRAIN (NORMALLY CLOSED)

(DISC. TO DRIP OFF MAIN DRAIN)

EXISTING MANUAL VALVE

NITROGEN

PRESSURE

ALARM SWITCH

NITROGEN

PRESSURE

GAUGE

REGULATOR

FROM NITROGEN

SUPPLY

NITROGEN

MAINTENANCE

DEVICES

SWITCH CHECK

VALVE

MAIN SYSTEM DRAIN

(NORMALLY CLOSED)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

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321 4 5 6 7 8 9

A

B

C

D

E

C U s e rs \b p e re ir a

\D o c u m e n ts \2

-U

S D

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-1 S a le m V

A B

L D

G b p e re ir a

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/2

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:4 :5

P

M

F001

FIRE PROTECTION GENERAL NOTES AND DETAILS

04/29/2022 DTB ACELA

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

N.T.S.

PIPE HANGER DETAIL

N.T.S.

UPRIGHT SPRINKLER HEAD DETAIL

N.T.S.

PIPE PENETRATION OF SMOKE/FIRE BARRIERS

N.T.S.

DRY PIPE VALVE ASSEMBLY DETAIL

Revisions: Date:

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

BOLTED TO

1/8" PLATE

STEEL

BACKING

6"x6" BASE PLATE

BOLTED TO FLOOR

(TYPICAL OF 4)

GALVANIZED

STEEL CHANNEL

FRAME

NITROGEN GENERATOR

CABINET

BASED O

N U

NIT D

EPTH

TO MATCH W

IDTH OF NITROGEN GENERATOR

T O

M A

T C

H H

E

IG

H T

O F

N

IT

R O

G E

N G

E N

E R

A T

O R

NOTE:

1. 1. REFER TO BUILDING PLANS FOR REQUIRED

LOCATIONS.

2. LOCATIONS INDICATED ON PLANS ARE BASED ON

BASIS OF DESIGN GENERATORS. CONTRACTOR IS

RESPONSIBLE FOR LOCATION ADEQUACY IF

ALTERNATE GENERATOR IS PROVIDED.

REMOVE EXISTING CHASE TO ALLOW FOR

REMOVAL OF DRY PIPE SPRINKLER RISER

FOR DEMOLITION. NEW DRY PIPE SPRINKLER

RISER SHALL BE INSTALLED BEFORE

DEMOLITION OF EXISTING DRY PIPE

SPRINKLER RISER SHALL COMMENCE

METAL STUD (TYP.)

CHASE DEMOLITION CHASE NEW WORK

EXISTING DRY PIPE SPRINKLER

RISER IN CHASE WALL TO BE

REMOVED

5/8" GYP. BOARD FINISH TO MATCH

EXISTING WALLS AS REQUIRED

5/8" GYP. BOARD FINISH TO MATCH

EXISTING WALLS AS REQUIRED

METAL STUD (TYP.)

NEW DRY PIPE SPRINKLER

RISER IN CHASE WALL

(SEE PLANS FOR SIZE)

EXISTING WALL

NEW DRY PIPE SPRINKLER

RISER IN NEW CHASE

(SEE PLANS FOR SIZE)

5/8" GYP. BOARD FINISH TO MATCH

EXISTING WALLS AS REQUIRED

METAL STUD (TYP.)

EXISTING DRY PIPE SPRINKLER

RISER IN CHASE WALL TO BE

REMOVED

EXISTING DRY PIPE SPRINKLER

RISER IN CHASE WALL TO BE

REMOVED

REMOVE PORTION OF CHASE TO ALLOW

FOR REMOVAL OF DRY PIPE SPRINKLER

RISER FOR DEMOLITION. NEW DRY PIPE

SPRINKLER RISER SHALL BE INSTALLED

BEFORE DEMOLITION OF EXISTING DRY PIPE

SPRINKLER RISER SHALL COMMENCE

WIDTH AS REQ'D. TO ACCOMMODATE FOR INSTALLATION AND REMOVAL

WIDTH AS REQ'D. TO ACCOMMODATE FOR INSTALLATION AND REMOVAL

REMOVE PORTION OF CHASE TO ALLOW

FOR REMOVAL OF DRY PIPE SPRINKLER

RISER FOR DEMOLITION. NEW DRY PIPE

SPRINKLER RISER SHALL BE INSTALLED

BEFORE DEMOLITION OF EXISTING DRY PIPE

SPRINKLER RISER SHALL COMMENCE

NEW DRY PIPE SPRINKLER

RISER IN CHASE WALL

(SEE PLANS FOR SIZE)

TYPE 'A'

CHASE DEMOLITION CHASE NEW WORK

TYPE 'B'

CHASE DEMOLITION CHASE NEW WORK

TYPE 'C'

PATCH EXISTING CONCRETE

FLOOR TO MATCH EXISTING

PATCH EXISTING CONCRETE

FLOOR TO MATCH EXISTING

PATCH EXISTING CONCRETE

FLOOR TO MATCH EXISTING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

N

321 4 5 6 7 8 9

A

B

C

D

E

C U s e rs \b p e re ir a

\D o c u m e n ts \2

-U

S D

V A

-1 S a le m V

A B

L D

G b p e re ir a

N

M M

N .r v t

/2

/2

:4 :5

P

M

F002

FIRE PROTECTION GENERAL CONSTRUCTION DETAILS

04/29/2022 DTB ACELA

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

Revisions: Date:

1/8" = 1'-0"1

TYPICAL NITROGEN GENERATOR FRAME DETAIL

N.T.S.

CHASE ENCLOSURE DETAILS

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

F.H. 25

F.H. 26

F.H. 27

F.H. 28

F.H. 20

F.H. 17

F.H. 18

F.H. 15

F.H. 5

F.H. 7

F.H. 4

F.H. 2

F.H. 1

F.H. 30

F.H. 6

F.H. 19

F.H. 22

F.H. 23

F.H. 24

F.H. 14

F.H. 9

F.H. 11

F.H. 10

F.H. 8

F.H. 13

F.H. 12

F.H. 21

F.H. 29

B2 B1

B77

B76

B75

B7

B8

B9

B10

B11

B12

B5

B74

F.H. 16

B4

B143

B2A

B15

B72 B13

B14

B16

B148

B145

B159

B157

B160

B138

B152

B139

B132

B126

B168

B149

B131

B130

B18

B19

B25

B27

B28

B23

B29

B17

B26

6"

8"

8"

6"

8"

4"

6"

8" 10"

3/4"

3/4"

4"

8"

8"

8"

8"

8"

8"

8"

8"

6"

4"

8"

6" 4"

8"

1"

10"

8"

8"

6"

6"

4"

6"

8"

8"

4"

4"

4"

4"

6"

6"

6"

4"

3"

8"

8"

8"

8"

8" 2"

6"

1 1/2"

1 1/2"

1"

1"

1"

10"

8"

10"

2"

1 1/2" 3/4"

8"

6"

6"

6"

6"

6"3"

8"

8"

8"

8"

8"

4"

1 1/2"

6"

4"

8"

6"

4"

8"

4"

8"

8"

8"

10"

10"

8"

8"

6" 6"

4"

6" 6"

4"

4"

8"

8"

6"

6"

8" 4"

4"

4"

4"

6"

6"

10"

2"

2"

600,00 GAL. WATER TANK

100,000 GAL. WATER TANK

PRESSURE

REDUCING VALVE

WATER

WATER

WATER

W

ATER

W

ATE

R

W A

T E

R

W A

T E

R

W A

T E

R

WATER W

A

T E

R

WATER

W A

T E

R

WATER

WATER

WATER

W A

T E

R

WATER

WATER

W A

T E

R

W

ATER

W A

TE

R

W A

T E

R

WATER

WATER

W A

T E

R

W A

T E

R

W A

T E

R

WATER

W A

T E

R

W

ATER

W A

T E

R

WATER

WATER

W

ATER

W A T E R

W A T E R

WATER

W

ATER

W A

T E

R

W

ATER

W A

T E

R

W A

T E

R

WATER

WATER

WATER

WATER

W

ATER

W

ATER

WATER

WATER

WATER

W A

T E

R

WATER

WATER

WATER

W A

T E

R

W A

T E

R

WATER

WATER

WATER

W A

T E

R

W A

T E

R

W A

T E

R

2"

W A

T E

R

WATER

W A

T E

R

WATER

W

ATER

WATER

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

TE

R

W A

T E

R

W A

T E

R

W A

T E

R

WATER

WATER

WATER

W A

T E

R

W A

T E

R

WATER

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

WATER

W A

T E

R

WATER

WATER

W

ATER

WATER

WATER

W A

T E

R

WATER

WATER

S S

W R

S S

W R

S S

W R

S S

W R

WATER

W A

T E

R

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

N

321 4 5 6 7 8 9

A

B

C

D

E

DTB ACELA

C U s e rs \b p e re ir a

\D o c u m e n ts \2

-U

S D

V A

-1 S a le m V

A B

L D

G b p e re ir a

N

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N .r v t

/2

/2

:1

:2

A

M

F003

CAMPUS WATER DISTRIBUTION SITE PLAN

04/29/2022

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

Revisions: Date:

1 : 18001

SITE PLAN

1" = 150'-0"

NOTE: HATCHING INDICATES BUILDINGS WITHIN SCOPE OF PROJECT.

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

4" DRY PIPE SPRINKLER

MAIN DOWN TO BASEMENT

TO BE REMOVED

3"Ø

"Ø

"Ø

/2 "Ø

1 1/2"Ø

1 1/2"Ø

1 1/2"Ø

/2 "Ø

"Ø

"Ø

"Ø

/2 "Ø

/2 "Ø

/2 "Ø

/2 "Ø

2"Ø

"Ø1

"Ø

"Ø

1"Ø

"Ø

1 1/2"Ø

1 1/2"Ø

1 1/2"Ø

/2 "Ø

"Ø

DRAIN DRAIN

UPRIGHT SPRINKLER HEAD INSTALLED

PERPENDICULAR TO ROOF LINE (TYP.)

UPRIGHT SPRINKLER HEAD AT

RIDGE OF DORMER (TYP.)

UPRIGHT SPRINKLER HEAD INSTALLED

AT ROOF RIDGE (TYP.)

01-F201

REMOVE DRY PIPE SPRINKLER RISER TO

ISOLATION VALVE AT INLET OF DRY PIPE VALVE

ASSEMBLY

MECH ROOM

3H

OFFICE

2B

REMOVE FLOOR MOUNTED

AIR COMPRESSOR

01-F201

EXIST. 4" DRY PIPE

SPRINKLER RISER UP

FROM BELOW

TYPE 'A' CHASE

01-F201

EXIST. 4" DRY PIPE SPRINKLER

RISER FROM BELOW

EXIST. 4" DRY PIPE SPRINKLER

RISER UP TO ATTIC

MECH

203 D

OFFICE

203 C

CORR.

TYPE 'A' CHASE

VOUCHER OFFICE

203 E

01-F201

1. FOR REFERENCE THE FINISHED FIRST FLOOR ELEVATION IN BUILDING 1 SHALL BE

CONSIDERED 0'-0". THE BASEMENT FINISH FLOOR ELEVATION IS -12'-0", SECOND FLOOR

ELEVATION IS 12'-0", AND THE ATTIC FLOOR ELEVATION IS 24'-10".

2. BUILDING IS FULLY SPRINKLERED. THE BASEMENT, FIRST, AND SECOND FLOORS ARE

SERVED BY AN EXISTING WET PIPE SYSTEM THAT WILL REMAIN. THE ATTIC AREA IS SERVED

BY THE DRY PIPE SPRINKLER SYSTEM BEING REPLACED BY THIS PROJECT.

3. THE BUILDINGS WET PIPE SYSTEM SHALL REMAIN IN SERVICE DURING THE ENTIRE PROJECT.

4. BUILDING 1 SHALL REMAIN OPERATIONAL THROUGHOUT THE PROJECT CONSTRUCTION.

WORK IN NORMALLY OCCUPIED SPACES SHALL BE PERFORMED DURING NON-OPERATIONAL

HOURS. WORK IN NORMALLY UNOCCUPIED SPACES, SUCH AS ATTICS AND MECHANICAL

ROOMS, CAN BE PREFORMED DURING OPERATIONAL HOURS. WORK SCHEDULE SHALL BE

COORDINATED WITH THE VA COR. FOR BIDDING PURPOSES OPERATIONAL HOURS SHALL BE

ASSUMED TO BE MONDAY THROUGH FRIDAY, EXCEPT FEDERAL HOLIDAYS, BETWEEN THE

HOURS OF 7:00 AM TO 6:00 PM.

5. THE ENTIRE ATTIC SPACE IN THIS BUILDING HAS A WALKABLE FLOOR.

6. THE EXISTING DRY PIPE SPRINKLER SYSTEM CONTAINS APPROXIMATELY 205 GALLONS WITH

66 HEADS.

7. BUILDING GENERAL NOTES ARE APPLICABLE FOR ALL DRAWINGS IN BUILDING 1.

BUILDING GENERAL NOTES

1. ENTIRE EXISTING DRY PIPE SPRINKLER SYSTEM IS TO BE REMOVED BACK TO THE ISOLATION

VALVE AT THE INLET TO THE EXISTING DRY PIPE VALVE ASSEMBLY. REMOVAL SHALL

INCLUDE ALL PIPING, PIPE FITTINGS, VALVES, SPRINKLER HEADS, PIPE HANGERS, AND ALL

SYSTEM ACCESSORIES.

2. REMOVE AND DIPOSE OF EXISTING AIR COMPRESSOR SERVING DRY PIPE SYSTEM.

DEMOLITION SHALL INCLUDE ASSOCIATED PIPING AND ACCESSORIES BETWEEN AIR

COMPRESSOR AND DRY PIPE SYSTEM VALVE.

3. EXISTING DRY PIPE SYSTEM SHALL REMAIN IN PLACE AND OPERATIONAL UNTIL NEW SYSTEM

IS INSTALLED AND OPERATIONAL. DEMOLITION WORK SHALL BEGIN ONLY UPON APPROVAL

OF THE NEW SYSTEM BY THE VA PROJECT COR.

4. ALL BUILDING CUTTING AND PATCHING REQUIRED TO FACILITATE DEMOLITION WORK IS THE

RESPONSIBILITY OF THE CONTRACTOR. PATCH WORK SHALL BE PERFORMED TO RESTORE

CUT AREAS TO MATCH EXISTING ADJACENT SURFACES, INCLUDING FINISH. ALL PATCHING

WORK SHALL BE APPROVED BY THE VA COR. REFER TO F002 DETAIL 2 FOR ADDITIONAL

INFORMATION.

5. BUILDING DEMOLITION NOTES ARE APPLICABLE TO ALL DEMOLITION DRAWINGS FOR

BUILDING 1.

BUILDING DEMOLITION NOTES

AREA OF WORK

AREA OF WORK

AREA OF WORK

1. THE PIPE THREAD JOINT SEALING COMPOUND UTILIZED THROUGHOUT THE EXISTING DRY PIPE SPRINKLER SYSTEM IN BUILDING 1 CONTAINS TRACE (<1% CHRYOSTILE) ASBESTOS. CONTRACTOR

SHALL ENGAGE A LICENSED/ACCREDITED ASBESTOS ABATEMENT CONTRACTOR TO REMOVE AND

PROPERLY DISPOSE OF ALL THREADED PIPE FITTINGS THROUGHOUT THE EXISTING DRY PIPE

SPRINKLER SYSTEM. REMOVAL SHALL BE THROUGH THE CUTTING OF PIPE SECTIONS ADJACENT TO EACH JOINT, LEAVING THE THREADED FITTING AND PIPE SEALANT INTACT. THE REMAINDER OF THE PIPE COMPRISING THE DRY PIPE MAY BE REMOVED THROUGH NORMAL DEMOLITION PROCESSES AND

RECYCLED.

ASBESTOS CONTAINING MATERIAL (ACM) REMOVAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

N

321 4 5 6 7 8 9

A

B

C

D

E

DTB ACELA

C U s e rs \b p e re ir a

\D o c u m e n ts \2

-U

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V A

-1 S a le m V

A B

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G b p e re ir a

N

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N .r v t

/2

/2

:0

:5

A

M

01-FD101

FIRE PROTECTION PLANS - DEMOLITION

04/29/2022

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

Revisions: Date:

1/8" = 1'-0"1

PARTIAL ATTIC FIRE PROTECTION

DEMOLITION PLAN

1/8" = 1'-0"2

PARTIAL BASEMENT FIRE

PROTECTION PLAN - DEMOLITION

1/8" = 1'-0"3

PARTIAL FIRST FLOOR FIRE

PROTECTION PLAN - DEMOLITION

1/8" = 1'-0"4

PARTIAL SECOND FLOOR FIRE

PROTECTION PLAN - DEMOLITION

KEY PLAN

KEY PLAN

KEY PLAN

KEY PLAN

N

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

INSTALL NEW DRY PIPE VALVE

ASSEMBLY ADJACENT AND EXTEND

4" DRY PIPE SPRINKLER MAIN TO

NEW SYSTEM

SECTION OF NEW DRY PIPE

SYSTEM TO BE INSTALLED

DURING SYSTEM SHUTDOWN MECH ROOM

3H

OFFICE

2B

01-F201

NEW 4" DRY PIPE

SPRINKLER RISER UP

FROM BELOW

NEW 4" DRY PIPE

SPRINKLER RISER ABOVE

CEILING UP TO ATTIC

CORR.

TYPE 'A' CHASE

OFFICE

203 C

VOUCHER OFFICE

203 E

01-F201

1. NEW DRY PIPE SPRINKLER SYSTEM SHALL BE INSTALLED ADJACENT TO

EXISTING SYSTEM WHILE MAINTAINING EXISTING SYSTEM. INSTALL NEW

SYSTEM TO POINT INDICATED IN PREPARATION OF CHANGE OVER. INSTALLED

PORTION OF NEW SYSTEM SHALL BE TESTED AND MADE READY TO PLACE IN

SERVICE.

2. DRY PIPE SYSTEM SHALL BE TAKEN OFFLINE TO MAKE FINAL PIPING

CONNECTION TO EXISTING VALVE AT INLET TO DRY PIPE VALVE. NEW DRY

PIPE VALVE ASSEMBLY SHALL BE INSTALLED DURING SHUTDOWN. FINAL

PIPING CONNECTIONS TO NITROGEN SUPPLY AND WIRING TO FIRE ALARM

SYSTEM SHALL ALSO BE MADE DURING SHUTDOWN.

3. DURING SYSTEM SHUTDOWN CONTRACTOR SHALL PROVIDE A FIRE WATCH

FOR THE ENTIRE AREA SERVED BY THE DRY PIPE SYSTEM.

4. NEW DRY PIPE NITROGEN GENERATOR SHALL BE POTTER INTELLIGEN SERIES,

MODEL INS-250 OR APPROVED EQUAL.PROVIDE UNISTRUT MOUNTING SYSTEM

FOR NEW NITROGEN GENERATOR CABINET. REFER TO DETAIL ON DRAWING

F002 DETAIL 1 FOR ADDITIONAL INFORMATION.

5. WHEN FINAL CONNECTIONS ARE COMPLETE NEW SYSTEM SHALL BE FINAL

TESTED AND PLACED IN SERVICE. DEMOLITION OF EXISTING SYSTEM SHALL

COMMENCE. UPON APPROVAL OF NEW SYSTEM BY VA COR.

6. BUILDING NEW WORK NOTES ARE APPLICABLE TO ALL NEW WORK DRAWINGS

FOR BUILDING 1.

BUILDING NEW WORK NOTES

NEW 4" DRY PIPE

SPRINKLER RISER UP

FROM BELOW

TYPE 'A' CHASE

01-F201

NEW 4" DRY SPRINKLER MAIN

DOWN TO BASEMENT

"Ø

"Ø

/2 "Ø

1 1/2"Ø

1 1/2"Ø

/2 "Ø

"Ø

"Ø

"Ø

/2 "Ø

/2 "Ø

/2 "Ø

/2 "Ø

2"Ø

"Ø1

"Ø

"Ø

1"Ø

"Ø

1 1/2"Ø

1 1/2"Ø

1 1/2"Ø

/2 "Ø

"Ø

1 1/2"Ø

DRAINDRAIN

INSPECTOR TEST

DRAIN

ELEV = A ELEV = A

ELEV = A

ELEV = A

ELEV = B

ELEV = C

ELEV = C

ELEV = D

ELEV = A ELEV = A

ELEV = C

ELEV = B

ELEV = C

ELEV = A

ELEV = E

ELEV = F ELEV = F

UPRIGHT SPRINKLER HEAD INSTALLED

PERPENDICULAR TO ROOF LINE (TYP.)

UPRIGHT SPRINKLER HEAD AT

RIDGE OF DORMER (TYP.)

UPRIGHT SPRINKLER HEAD INSTALLED

AT ROOF RIDGE (TYP.)

01-F201

AREA OF WORK

AREA OF WORK

AREA OF WORK

A = 3'-6"± ℄ ABOVE ATTIC FLOOR

B = 10'-7"± ℄ ABOVE ATTIC FLOOR

C = 4'-4" ± ℄ ABOVE ATTIC FLOOR

D = 10'- 11"± ℄ ABOVE ATTIC FLOOR

E = 0'-1" ± ℄ ABOVE ATTIC FLOOR

F = 2'-8"± ℄ ABOVE ATTIC FLOOR

ATTIC PIPING

ELEVATION LEGEND:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

N

321 4 5 6 7 8 9

A

B

C

D

E

DTB ACELA

C U s e rs \b p e re ir a

\D o c u m e n ts \2

-U

S D

V A

-1 S a le m V

A B

L D

G b p e re ir a

N

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N .r v t

/2

/2

:1

:1

A

M

01-F101

FIRE PROTECTION PLANS - NEW WORK

04/29/2022

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

Revisions: Date:

N

1/8" = 1'-0"2

PARTIAL BASEMENT FIRE

PROTECTION PLAN - NEW WORK

1/8" = 1'-0"4

PARTIAL SECOND FLOOR FIRE

PROTECTION PLAN - NEW WORK

1/8" = 1'-0"3

PARTIAL FIRST FLOOR FIRE

PROTECTION PLAN - NEW WORK

1/8" = 1'-0"1

ATTIC FIRE PROTECTION PLAN -

NEW WORK KEY PLAN

KEY PLAN

KEY PLAN

KEY PLAN

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

BASEMENT

-12' - 0"

SECOND FLOOR

12' - 0"

ATTIC

24' - 10"

FIRST FLOOR

0' - 0"

SEE 1/ 01-FD101 FOR

CONTINUATION

REMOVE DRY PIPE SPRINKLER RISER TO

ISOLATION VALVE AT INLET OF DRY PIPE VALVE

ASSEMBLY

BASEMENT

-12' - 0"

SECOND FLOOR

12' - 0"

ATTIC

24' - 10"

FIRST FLOOR

0' - 0"

SEE 2/ 01-F101 FOR

CONTINUATION

INSTALL NEW DRY PIPE VALVE

ASSEMBLY ADJACENT AND EXTEND

4" DRY PIPE SPRINKLER MAIN TO

NEW SYSTEM

SECTION OF NEW DRY PIPE

SYSTEM TO BE INSTALLED

DURING SYSTEM SHUTDOWN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

N

321 4 5 6 7 8 9

A

B

C

D

E

DTB ACELA

C U s e rs \b p e re ir a

\D o c u m e n ts \2

-U

S D

V A

-1 S a le m V

A B

L D

G b p e re ir a

N

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N .r v t

/2

/2

:1

:1

A

M

01-F201

DRY PIPE RISER SECTIONS

04/29/2022

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

Revisions: Date:

1/4" = 1'-0"

SECTION1

01-FD101 1/4" = 1'-0"

SECTION2

01-F101

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

MATCHLINE

5"Ø

"Ø

G

H

CORR.

XX

MECH ROOM

XX

EXISTING 5" DRY

PIPE SPRINKLER

RISER UP

REMOVE DRY PIPE SPRINKLER

RISER TO ISOLATION VALVE AT

INLET OF DRY PIPE ASSEMBLY

REMOVE FLOOR MOUNTED

AIR COMPRESSOR

1-2

02-F201

1 2 3

EXIST. 5" RISER UP FROM BELOW

"Ø

"Ø

"Ø

"Ø

2"Ø 2"Ø

2"Ø

"Ø

2"Ø

"Ø

2"Ø

"Ø

2"Ø

2"Ø

2"Ø

"Ø

"Ø

/2 "Ø

"Ø

"Ø

"Ø

2"Ø

2"Ø

2"Ø 2"Ø

2"Ø

"Ø

"Ø2 "Ø

2"Ø

2"Ø

2"Ø

2"Ø

2"Ø

2"Ø

"Ø

"Ø

2"Ø

"Ø

"Ø

"Ø

"Ø

/2 "Ø

/2 "Ø

1"Ø

1"Ø

"Ø

5"Ø2 1/2"Ø

/2 "Ø

/2 "Ø

2"Ø

2"Ø

2"Ø 2"Ø2"Ø

"Ø

"Ø

"Ø

2"Ø "Ø

"Ø

"Ø

2"Ø 2"Ø

"Ø

MATCHLINE

02-FD102

UPRIGHT SPRINKLER HEAD INSTALLED

PERPENDICULAR TO ROOF LINE (TYP.)

UPRIGHT SPRINKLER HEAD INSTALLED

AT ROOF RIDGE (TYP.)

UPRIGHT SPRINKLER HEAD INSTALLED

PERPENDICULAR TO ROOF LINE (TYP.)

4 5 6

G

H

I

J

K

L

1-1

02-F201

1. FOR REFERENCE THE FINISHED FIRST FLOOR ELEVATION IN BUILDING 2 SHALL BE

CONSIDERED 0'-0". THE BASEMENT FINISH FLOOR ELEVATION IS -12'-0", SECOND FINISHED FLOOR ELEVATION IS 13'-9", THIRD FINISHED FLOOR ELEVATION IS 26'-1", AND THE ATTIC

FINISHED FLOOR ELEVATION IS 39'-5".

2. BUILDING IS FULLY SPRINKLERED. THE BASEMENT, FIRST, SECOND, AND THIRD FLOORS ARE

SERVED BY AN EXISTING WET PIPE SYSTEM THAT WILL REMAIN. THE ATTIC AREA IS SERVED

BY THE DRY PIPE SPRINKLER SYSTEM BEING REPLACED BY THIS PROJECT.

3. THE BUILDINGS WET PIPE SPRINKLER SYSTEM SHALL REMAIN IN SERVICE FOR THE ENTIRE

PROJECT.

4. BUILDING 2 SHALL REMAIN OPERATIONAL THROUGHOUT THE PROJECT CONSTRUCTION. THE

SECOND & THIRD FLOORS ARE OCCUPIED AROUND THE CLOCK, WORK IN THESE AREAS

SHALL BE SCHEDULED THROUGH THE VA COR. WORK IN ALL OTHER NORMALLY OCCUPIED

AREAS SHALL BE PERFORMED DURING NON-OPERATIONAL HOURS. WORK IN NORMALLY

UNOCCUPIED SPACES, SUCH AS ATTICS AND MECHANICAL ROOM, CAN BE PERFORMED

DURING OPERATIONAL HOURS; HOWEVER SPACES MUST HAVE RESTRICTED ACCESS AND

SECURITY TO ASSURE PATIENT SAFETY. WORK SCHEDULE SHALL BE COORDINATED WITH

THE VA COR; FOR BIDDING PURPOSES OPERATIONAL HOURS SHALL BE ASSUMED TO BE

MONDAY THROUGH FRIDAY, EXCEPT FEDERAL HOLIDAYS, BETWEEN 7:00 AM AND 6:00 PM.

5. THE ENTIRE ATTIC SPACE IN THIS BUILDING HAS A WALKABLE FLOOR.

6. THE EXISTING DRY PIPE SPRINKLER SYSTEM CONTAINS APPROXIMATELY 860 GALLONS WITH

311 HEADS.

7. BUILDING GENERAL NOTES ARE APPLICABLE FOR ALL DRAWINGS FOR BUILDING 2.

BUILDING GENERAL NOTES

1. ENTIRE EXISTING DRY PIPE SPRINKLER SYSTEM IS TO BE REMOVED BACK TO THE ISOLATION

VALVE AT THE INLET TO THE EXISTING DRY PIPE VALVE ASSEMBLY. REMOVAL SHALL

INCLUDE ALL PIPING, PIPE FITTINGS, VALVES, SPRINKLER HEADS, PIPE HANGERS, AND ALL

SYSTEM ACCESSORIES.

2. REMOVE AND DISPOSE OF EXISTING AIR COMPRESSOR. SERVICE EXISTING DRY PIPE

SYSTEM. DEMOLITION SHALL INCLUDE REMOVAL OF COMPRESSED AIR PIPING NAD

ACCESSORIES.

3. ALL BUILDING CUTTING AND PATCHING REQUIRED TO FACILITATE DEMOLITION WORK IS THE

RESPONSIBILITY OF THE CONTRACTOR. PATCH WORK SHALL BE PERFORMED TO RESTORE

CUT AREAS TO MATCH EXISTING ADJACENT SURFACES, INCLUDING FINISH. ALL PATCHING

WORK SHALL BE APPROVED BY THE VA COR. REFER TO DRAWING F002 DETAIL 2 FOR

ADDITIONAL INFORMATION.

4. EXISTING DRY PIPE SYSTEM SHALL REMAIN IN PLACE AND OPERATIONAL UNTIL NEW SYSTEM

IS INSTALLED AND OPERATIONAL. DEMOLITION WORK SHALL BEGIN ONLY UPON APPROVAL

OF THE NEW SYSTEM BY THE VA PROJECT COR.

5. BUILDING DEMOLITION NOTES ARE APPLICABLE TO ALL DEMOLITION DRAWINGS FOR

BUILDING 2.

BUILDING DEMOLITION NOTES

G

EXISTING 5" DRY

PIPE SPRINKLER

RISER UP

1-1

02-F201

TYPE 'A' CHASE

NURSE MANAGER

CORRIDOR

C2-12

2-BED

STORAGE

NOURISH.

3 4

G

EXISTING 5"

DRY PIPE

SPRINKLER

RISER UP

OFFICE

OFFICE

OFFICE

CORR.

C1-9

TYPE 'A' CHASE

1. PIPE THREAD JOINT SEALING COMPOUND CONTAINING ASBESTOS WAS NOT VISUALLY IDENTIFIED AS BEING UTILIZED IN THE EXISTING DRY PIPE SPRINKLER SYSTEM IN BUILDING 2. HOWEVER, SINCE THE EXISTING DRY PIPE SYSTEM IN THE BUILDING WAS CONSTRUCTED AROUND THE SAME TIME AS SYSTEMS IN OTHER SURROUNDING BUILDINGS IT IS ASSUMED THAT PIPE THREAD JOINT

SEALING COMPOUND UTILIZED THROUGHOUT THE EXISTING DRY PIPE SPRINKLER SYSTEM

CONTAINS TRACE (<1% CHRYOSTILE) ASBESTOS. CONTRACTOR SHALL ENGAGE A

LICENSED/ACCREDITED ASBESTOS ABATEMENT CONTRACTOR TO REMOVE AND PROPERLY

DISPOSE OF ALL THREADED PIPE FITTINGS THROUGHOUT THE EXISTING DRY PIPE SPRINKLER

SYSTEM. REMOVAL SHALL BE THROUGH THE CUTTING OF PIPE SECTIONS ADJACENT TO EACH

JOINT, LEAVING THE THREADED FITTING AND PIPE SEALANT INTACT. THE REMAINDER OF THE PIPE

COMPRISING THE DRY PIPE MAY BE REMOVED THROUGH NORMAL DEMOLITION PROCESSES AND

RECYCLED.

ASBESTOS CONTAINING MATERIAL (ACM) REMOVAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

N

321 4 5 6 7 8 9

A

B

C

D

E

DTB ACELA

C U s e rs \k s c h n e c k \D o c u m e n ts

\2 -U

S D

V A

-1 S a le m V

A B

L D

G

C

G e a ry

A c e la

E n g

.c o m .r v t

/2

/2

:4

:3

A

M

02-FD101

FIRE PROTECTION PLANS - DEMOLITION

04/29/2022

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

N

Revisions: Date:

KEY PLAN1/8" = 1'-0"2

PARTIAL BASEMENT FIRE

PROTECTION PLAN - DEMOLITION

1/8" = 1'-0"1

PARTIAL ATTIC FIRE PROTECTION

PLAN - DEMOLITION

1/8" = 1'-0"4

PARTIAL SECOND FLOOR FIRE

PROTECTION PLAN - DEMOLITION

1/8" = 1'-0"3

PARTIAL FIRST FLOOR FIRE

PROTECTION PLAN - DEMOLITION

KEY PLAN

KEY PLAN

KEY PLAN

AREA OF WORK

AREA OF WORK

AREA OF WORK

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

A

1 2 3

B

C

"Ø 2

"Ø 2 "Ø

"Ø2 "Ø2

"Ø

"Ø2

"Ø

"Ø

/2 "Ø

"Ø

/2 "Ø

/2 "Ø

/2 "Ø

"Ø

"Ø

/2 "Ø 2 "Ø

2"Ø2 1/2"Ø

"Ø

/2 "Ø 2 "Ø

2"Ø

"Ø

/2 "Ø

2 1/2"Ø 2"Ø

2"Ø2"Ø

"Ø

2"Ø

2"Ø

2"Ø

"Ø

2"Ø

2"Ø

2"Ø

2"Ø

2"Ø

/2 "Ø

2"Ø

2 1/2"Ø

2"Ø

2"Ø

2"Ø

2"Ø

2 1/2"Ø2 1/2"Ø

/2 "Ø

2 1/2"Ø

2"Ø

2"Ø

2 1/2"Ø

2 1/2"Ø "Ø

"Ø

2"Ø

1"Ø

2"Ø

MATCHLINE

02-FD101

UPRIGHT SPRINKLER HEAD INSTALLED

PERPENDICULAR TO ROOF LINE (TYP.)

UPRIGHT SPRINKLER HEAD AT

RIDGE OF DORMER (TYP.)

UPRIGHT SPRINKLER HEAD INSTALLED

AT ROOF RIDGE (TYP.)

4 5 6

D

E

F

G

EXISTING 5" DRY PIPE

SPRINKLER RISER UP

TO ATTIC

1-1

02-F201

TYPE 'A' CHASE

NURSE MANAGER

2-BED

CORRIDOR

C3-12

STORAGE

NOURISH.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

N

321 4 5 6 7 8 9

A

B

C

D

E

DTB ACELA

C U s e rs \b p e re ir a

\D o c u m e n ts \2

-U

S D

V A

-1 S a le m V

A B

L D

G b p e re ir a

N

M M

N .r v t

/2

/2

:2

:2

A

M

02-FD102

FIRE PROTECTION PLANS - DEMOLITION

04/29/2022

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

Revisions: Date:

KEY PLAN N

1/8" = 1'-0"1

PARTIAL ATTIC FIRE PROTECTION

PLAN - DEMOLITION

1/8" = 1'-0"2

PARTIAL THIRD FLOOR FIRE

PROTECTION PLAN - DEMOLITION

DRAIN

DRAIN

KEY PLAN

AREA OF WORK

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

1 2 3

2"Ø 2"Ø

"Ø

2"Ø

"Ø 2 "Ø

"Ø

"Ø

"Ø

2"Ø 2"Ø

2"Ø2"Ø

2"Ø 2"Ø

2"Ø

2"Ø

2"Ø

"Ø

2"Ø

"Ø

2"Ø

2"Ø1"Ø

2"Ø

2"Ø

2"Ø

"Ø

"Ø

2"Ø

2"Ø

2"Ø

"Ø

"Ø

"Ø

"Ø

"Ø

5"Ø2 1/2"Ø

"Ø

"Ø

/2 "Ø

"Ø

/2 "Ø

/2 "Ø

"Ø

2"Ø

2"Ø

2"Ø

2"Ø

"Ø

2"Ø

"Ø

2"Ø 2"Ø

"Ø

2"Ø2"Ø

2"Ø

2"Ø

"Ø

MATCHLINE

02-F102

5 6

G

H

I

J

K

L

NEW 4" DRY PIPE SPRINKLER

RISER FROM BELOW

2-1

02-F201

ELEV = A

ELEV = A

ELEV = A

ELEV = B ELEV = B

ELEV = C ELEV = C

ELEV = D

ELEV = E

ELEV = F

ELEV = F

ELEV = G

ELEV = F

ELEV = G

ELEV = H

ELEV = F

ELEV = J

ELEV = K

ELEV = J

ELEV = L

ELEV = F

ELEV = C

ELEV = C

ELEV = D

ELEV = M

ELEV = N

ELEV = P

ELEV = Q

ELEV = R

ELEV = S

ELEV = N

ELEV = R

ELEV = F

ELEV = F

ELEV = G

ELEV = F

ELEV = G

ELEV = H

UPRIGHT SPRINKLER HEAD INSTALLED

PERPENDICULAR TO ROOF LINE (TYP.)

UPRIGHT SPRINKLER HEAD AT

RIDGE OF DORMER (TYP.)

UPRIGHT SPRINKLER HEAD INSTALLED

AT ROOF RIDGE (TYP.)

G

5" DRY PIPE SRINKLER

RISER UP TO ATTIC

2 TYPE 'A' CHASE

2-1

02-F201

2-BED

NURSE MANAGER

CORRIDOR

C2-12

1. NEW DRY PIPE SPRINKLER SYSTEM SHALL BE INSTALLED ADJACENT TO

EXISTING SYSTEM WHILE MAINTAINING EXISTING SYSTEM. INSTALL NEW

SYSTEM TO POINT INDICATED IN PREPARATION OF CHANGE OVER. INSTALLED

PORTION OF NEW SYSTEM SHALL BE TESTED AND MADE READY TO PLACE IN

SERVICE.

2. EXISTING DRY PIPE SYSTEM SHALL BE TAKEN OFFLINE TO MAKE FINAL PIPING

CONNECTION TO EXISTING VALVE AT INLET TO DRY PIPE VALVE. NEW DRY

PIPE VALVE ASSEMBLY SHALL BE INSTALLED DURING SHUTDOWN. FINAL

PIPING CONNECTIONS TO NITROGEN SUPPLY AND WIRING TO FIRE ALARM

SYSTEM SHALL ALSO BE MADE DURING SHUTDOWN.

3. DURING SYSTEM SHUTDOWN CONTRACTOR SHALL PROVIDE A FIRE WATCH

FOR THE ENTIRE AREA SERVED BY THE DRY PIPE SYSTEM.

4. NEW DRY PIPE NITROGEN GENERATOR SHALL BE POTTER INTELLIGEN SERIES

MODEL INS-1000 OR APPROVED EQUAL. PROVIDE UNISTRUT MOUNTING

SYSTEM FOR NEW NITROGEN GENERATOR PANEL. REFER TO DETAIL 1 ON

DRAWING F002 FOR ADDITIONAL INFORMATION.

5. WHEN FINAL CONNECTIONS ARE COMPLETE NEW SYSTEM SHALL BE FINAL

TESTED AND PLACED IN SERVICE. DEMOLITION OF EXISTING SYSTEM SHALL

COMMENCE UPON APPROVAL OF NEW SYSTEM BY VA COR.

6. BUILDING NEW WORK NOTES ARE APPLICABLE TO ALL NEW WORK DRAWINGS

FOR BUILDING 2.

BUILDING NEW WORK NOTES

G

5" DRY PIPE

SPRINKLER RISER

UP AND DN.

OFFICE

CORR.

C1-9

TYPE 'A' CHASE

2-1

02-F201

3 4

G

H

CORR.

XX

MECH ROOM

XX

NEW 5" DRY

PIPE

SPRINKLER

RISER UP

"Ø

5"Ø

INSTALL NEW DRY PIPE

VALVE ASSEMBLIES AND

EXTEND 5" DRY PIPE

SPRINKLER MAIN TO NEW

SYSTEM.NEW NITROGEN

GENERATOR CABINET

SECTION OF NEW DRY PIPE

SYSTEM TO BE INSTALLED

DURING SYSTEM SHUTDOWN

MECH ROOM

XX

2-1

02-F201

2-2

02-F201

MECH ROOM

XX

A = 0'-7"± ℄ ABOVE ATTIC FLOOR

B = 1'-10"± ℄ ABOVE ATTIC FLOOR

C = 5'-9"± ℄ ABOVE ATTIC FLOOR

D = 8'-5"± ℄ ABOVE ATTIC FLOOR

E = 3'-0"± ℄ ABOVE ATTIC FLOOR

F = 3'-11"± ℄ ABOVE ATTIC FLOOR

G = 7'-6"± ℄ ABOVE ATTIC FLOOR

H = 12'-0"± ℄ ABOVE ATTIC FLOOR

J = 5'-0"± ℄ ABOVE ATTIC FLOOR

K = 13'-8"± ℄ ABOVE ATTIC FLOOR

L = 9'-2"± ℄ ABOVE ATTIC FLOOR

M = 7'-0"± ℄ ABOVE ATTIC FLOOR

N = 3'-9"± ℄ ABOVE ATTIC FLOOR

P = 9'-6"± ℄ ABOVE ATTIC FLOOR

Q = 16'-2"± ℄ ABOVE ATTIC FLOOR

R = 11'-7"± ℄ ABOVE ATTIC FLOOR

S = 10'-0"± ℄ ABOVE ATTIC FLOOR

T = 8'-0"± ℄ ABOVE ATTIC FLOOR

U - 4'-5"± ℄ ABOVE ATTIC FLOOR

ATTIC PIPING

ELEVATION LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

N

321 4 5 6 7 8 9

A

B

C

D

E

DTB ACELA

C U s e rs \b p e re ir a

\D o c u m e n ts \2

-U

S D

V A

-1 S a le m V

A B

L D

G b p e re ir a

N

M M

N .r v t

/2

/2

:2

:1

A

M

02-F101

FIRE PROTECTION PLANS - NEW WORK

04/29/2022

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

N

Revisions: Date:

KEY PLAN

1/8" = 1'-0"1

PARTIAL ATTIC FIRE PROTECTION

PLAN - NEW WORK

1/8" = 1'-0"4

PARTIAL SECOND FLOOR FIRE

PROTECTION PLAN - NEW WORK

1/8" = 1'-0"3

PARTIAL FIRST FLOOR FIRE

PROTECTION PLAN - NEW WORK

1/8" = 1'-0"2

PARTIAL BASEMENT FIRE

PROTECTION PLAN - NEW WORK

KEY PLAN

AREA OF WORK

KEY PLAN

KEY PLAN

AREA OF WORK

AREA OF WORK

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

A

1 2 3

B

C

MATCHLINE

02-F101

UPRIGHT SPRINKLER HEAD INSTALLED

PERPENDICULAR TO ROOF LINE (TYP.)

UPRIGHT SPRINKLER HEAD AT

RIDGE OF DORMER (TYP.)

UPRIGHT SPRINKLER HEAD INSTALLED

AT ROOF RIDGE (TYP.)

5 6

D

E

F

2"Ø

2"Ø

2"Ø

"Ø

/2 "Ø

/2 "Ø

2 1/2"Ø

/2 "Ø

/2 "Ø

2"Ø

"Ø

2 1/2"Ø 2"Ø

"Ø

"Ø

/2 "Ø

/2 "Ø

"Ø

/2 "Ø

2 1/2"Ø

2 1/2"Ø

2"Ø

"Ø

2"Ø

2 1/2"Ø

/2 "Ø

2 1/2"Ø

2"Ø

"Ø

1"Ø 1"Ø

"Ø

"Ø

2 1/2"Ø

"Ø

"Ø

"Ø

2 1/2"Ø

2"Ø

2 1/2"Ø

/2 "Ø

2"Ø 2"Ø

2"Ø

"Ø

2"Ø2"Ø

2"Ø 2"Ø

"Ø

2"Ø

2"Ø

"Ø

2"Ø

"Ø

"Ø

/2 "Ø

2 1/2"Ø 2"Ø

2"Ø2"Ø

"Ø

2"Ø2"Ø

DRAIN

ELEV = K

ELEV = A

ELEV = A

ELEV = J

ELEV = B ELEV = G

ELEV = B

ELEV = R

ELEV = T

ELEV = B

ELEV = T

ELEV = BELEV = B

ELEV = A

ELEV = R

ELEV = R

ELEV = G

ELEV = J

ELEV = F

ELEV = M

ELEV = Q

ELEV = F

ELEV = S

ELEV = F

ELEV = R

ELEV = R

ELEV = M ELEV = D

ELEV = C

ELEV = L

ELEV = T

ELEV = U

ELEV = J

ELEV = F

ELEV = L

ELEV = C

G

5" DRY PIPE

SRINKLER RISER

UP TO ATTIC

TYPE 'A' CHASE

2-1

02-F201

2-BED

2-BED

NURSE MANAGER

A = 0'-7"± ℄ ABOVE ATTIC FLOOR

B = 1'-10"± ℄ ABOVE ATTIC FLOOR

C = 5'-9"± ℄ ABOVE ATTIC FLOOR

D = 8'-5"± ℄ ABOVE ATTIC FLOOR

E = 3'-0"± ℄ ABOVE ATTIC FLOOR

F = 3'-11"± ℄ ABOVE ATTIC FLOOR

G = 7'-6"± ℄ ABOVE ATTIC FLOOR

H = 12'-0"± ℄ ABOVE ATTIC FLOOR

J = 5'-0"± ℄ ABOVE ATTIC FLOOR

K = 13'-8"± ℄ ABOVE ATTIC FLOOR

L = 9'-2"± ℄ ABOVE ATTIC FLOOR

M = 7'-0"± ℄ ABOVE ATTIC FLOOR

N = 3'-9"± ℄ ABOVE ATTIC FLOOR

P = 9'-6"± ℄ ABOVE ATTIC FLOOR

Q = 16'-2"± ℄ ABOVE ATTIC FLOOR

R = 11'-7"± ℄ ABOVE ATTIC FLOOR

S = 10'-0"± ℄ ABOVE ATTIC FLOOR

T = 8'-0"± ℄ ABOVE ATTIC FLOOR

U - 4'-5"± ℄ ABOVE ATTIC FLOOR

ATTIC PIPING

ELEVATION LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

N

321 4 5 6 7 8 9

A

B

C

D

E

DTB ACELA

C U s e rs \b p e re ir a

\D o c u m e n ts \2

-U

S D

V A

-1 S a le m V

A B

L D

G b p e re ir a

N

M M

N .r v t

/2

/2

:2

:1

A

M

02-F102

FIRE PROTECTION PLANS - NEW WORK

04/29/2022

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

Revisions: Date:

N

KEY PLAN

1/8" = 1'-0"1

PARTIAL ATTIC FIRE PROTECTION

PLAN - NEW WORK

1/8" = 1'-0"2

PARTIAL THIRD FLOOR FIRE

PROTECTION PLAN - NEW WORK

REFER TO DRAWING 02-F101 FOR LOCATION

KEY PLAN

AREA OF WORK

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

FIRST FLOOR

0' - 0"

BASEMENT

-12' - 0"

ATTIC

39' - 5"

SEE 1/02-FD102 FOR

CONTINUATION.

FIRST FLOOR

0' - 0"

BASEMENT

-12' - 0"

ATTIC

39' - 5"

SEE 01/02-F101 FOR

CONTINUATION

FIRST FLOOR

0' - 0"

BASEMENT

-12' - 0"

REMOVE DRY PIPE SPRINKLER

RISER TO ISOLATION VALVE AT

INLET OF DRY PIPE VALVE

ASSEMBLY

5"Ø

FIRST FLOOR

0' - 0"

BASEMENT

-12' - 0"

NEW 5" DRY PIPE

SPRINKLER MAIN UP TO

ATTIC

EXIST. INCOMING

SPRINKLER MAIN

INSTALL NEW DRY PIPE

VALVE ASSEMBLIES AND

EXTEND 5" DRY PIPE

SPRINKLER MAIN TO NEW

SYSTEM.

SECTION OF NEW DRY PIPE

SYSTEM TO BE INSTALLED

DURING SYSTEM SHUTDOWN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

N O

T F

O R

C O

N S

T R

U C

T

IO

N

321 4 5 6 7 8 9

A

B

C

D

E

DTB ACELA

C U s e rs \b p e re ir a

\D o c u m e n ts \2

-U

S D

V A

-1 S a le m V

A B

L D

G b p e re ir a

N

M M

N .r v t

/2

/2

:2

:1

A

M

02-F201

DRY PIPE RISER SECTIONS

04/29/2022

SALEM VA MEDICAL CENTER

658-21-101REPLACE DRY SYSTEMS (FIRE

SPRINKLER)

CONSTRUCTION DOCUMENTS

SUBMISSION

Revisions: Date:

3/16" = 1'-0"

SECTION1-1

02-FD101 3/16" = 1'-0"

SECTION2-1

02-F101

1/8" = 1'-0"

SECTION1-2

02-FD101

1/8" = 1'-0"

SECTION2-2

02-F101

CHRISTOPHER

WILLIAM GEARY

Lic. No. 0402063136

C O M M

O N

W E A L T H O F VI R G I N I A

P R O F E S S I O N A L E N G I N

F A

C P

F A

C P

1 2 3 4 5 6 7 8

C

D

E

F

"Ø

4"Ø

"Ø

EXIST. 4" DRY PIPE

SPRINKLER RISER UP TO

MAIN BLDG. ATTIC

EXIST. 5" DRY PIPE

SPRINKLER RISER

UP TO MAIN BLDG.

ATTIC OVER FIRST

FLOOR

REMOVE DRY PIPE

RISER TO ISOLATION

VALVE AT INLET OF DRY

PIPE VALVE ASSEMBLY

EXIST. 3" AND 4"

WET PIPE

SPRINKLER MAINS

TO REMAIN

"Ø

"Ø

EXIST. 6" INCOMING

SPRINKLER MAIN TO

REMAIN

1-1

04-FD101

REMOVE FLOOR

MOUNTED AIR

COMPRESSOR

"Ø

5"Ø

"Ø

1-1

04-FD103

4"Ø

EXIST. CHECK

VALVES TO REMAIN

5"Ø

1-2

04-FD103

CANTEEN STORAGE

CANTEEN RETAIL

CANTEEN OFFICE

11C

OFFICE

11D

CANTEEN STORAGE

11B

CANTEEN STORAGE

MECH. RM.

25G

DRESSING RM.

25F

MECH

19A

CANTEEN RETAIL

STAIRS

1. ENTIRE EXISTING DRY PIPE SPRINKLER SYSTEM IS TO BE REMOVED BACK TO THE ISOLATION

VALVE AT THE INLET TO THE EXISTING DRY PIPE VALVE ASSEMBLY. REMOVAL SHALL

INCLUDE ALL PIPING, PIPE FITTINGS, VALVES, SPRINKLER HEADS, PIPE HANGERS, AND ALL

SYSTEM ACCESSORIES.

2. REMOVE AND DIPOSE OF EXISTING AIR COMPRESSOR SERVING DRY PIPE SYSTEM.

DEMOLITION SHALL INCLUDE ASSOCIATED PIPING AND ACCESSORIES BETWEEN AIR

COMPRESSOR AND DRY PIPE SYSTEM VALVE.

3. EXISTING DRY PIPE SYSTEM SHALL REMAIN IN PLACE AND OPERATIONAL UNTIL NEW SYSTEM

IS INSTALLED AND OPERATIONAL. DEMOLITION WORK SHALL BEGIN ONLY UPON APPROVAL

OF THE NEW SYSTEM BY THE VA PROJECT COR.

4. ALL BUILDING CUTTING AND PATCHING REQUIRED TO FACILITATE DEMOLITION WORK IS THE

RESPONSIBILITY OF THE CONTRACTOR. PATCH WORK SHALL BE PERFORMED TO RESTORE

CUT AREAS TO MATCH EXISTING ADJACENT SURFACES, INCLUDING FINISH. ALL PATCHING

WORK SHALL BE APPROVED BY THE VA COR. REFER TO F002 DETAIL 2 FOR ADDITIONAL

INFORMATION.

5. BUILDING DEMOLITION NOTES ARE APPLICABLE TO ALL DEMOLITION DRAWINGS FOR

BUILDING 4.

BUILDING DEMOLITION NOTES

1. FOR REFERENCE THE FINISHED FIRST FLOOR ELEVATION IN BUILDING 4 SHALL BE

CONSIDERED 0'-0". THE BASEMENT FINISH FLOOR ELEVATION IS 0'-0", THE FINISH MAIN

SECOND FLOOR ELEVATION IS…