Attachment D.4 Drawings 4 of 7 - 24 pages.pdf

FIRE PROTECTION SYMBOL LEGEND

DRAWING NUMBER WHERE DETAILED

SECTION LETTER

DRAWING NUMBER WHERE DETAILED

DETAIL NUMBER

DRAWING NUMBER WHERE DETAILED

ELEVATION LETTER

SECTION, ELEVATION, AND DETAIL TITLES

FX200

FX500

FX300

ELEVATION

DETAIL

SECTION

FX-100

A

FX500

A

C.P.

DISCHARGE NOZZLE

CONTROL PANEL

CLEAN AGENT FIRE SUPPRESSION

FIRE HOSE VALVE CABINET

FIRE HOSE CABINET

ALARM BELL

WATER MOTOR GONG

PENETRATION

TEST PLUG (PRESS/TEMP)

WH

PRESSURE GAUGE AND GAUGE COCK

NEW PIPE CONNECTION TO EXISTING PIPING

EXISTING PIPE TO BE REMOVED

EXISTING PIPING TO REMAIN

NEW PIPING

FLEXIBLE CONNECTION

ORIFICE UNION

FLANGED UNION

UNION

RISE IN PIPE

DROP IN PIPE

CAPPED OUTLET

SIDE CONNECTION

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

ECCENTRIC REDUCER

REDUCER OR INCREASER

DIRECTION OF FLOW

MAV MANUAL AIR VENT (MAV)

AAV AUTOMATIC AIR VENT (AAV)

AG AIR GAP FITTING

WALL HYDRANT

POINT OF CONNECTION TO EXISTING

KEYED NOTE

SCHEMATIC SYMBOLS

ABBREVIATIONSYMBOL DESCRIPTION

XX

STANDPIPE VALVE

INSPECTOR'S TEST CONNECTION (VERTICAL)DFP

D

FP INSPECTOR'S TEST CONNECTION (HORIZONTAL)

FP WET PIPE FIRE RISERFP

(E)FDC

FDC

FLOW SWITCH

FDC (E) EXISTING FIRE DEPARTMENT INLET CONNECTION

FIRE DEPARTMENT INLET CONNECTIONFDC

FLOW CONTROL VALVE

ATMOSPHERIC VACUUM BREAKER

PRESSURE STYLE VACUUM BREAKER

DIAPHRAGM (PROCESS SYSTEMS)

OS&Y VALVE

GATE VALVE

GLOBE VALVE

BUTTERFLY VALVE

BALL VALVE

CHECK VALVE

WATER PRESSURE REDUCING VALVE

PRESSURE RELIEF VALVE

TEMPERATURE AND PRESSURE RELIEF VALVE

VALVE IN VERTICAL

REDUCED PRESSURE BACKFLOW PREVENTER (RPBP)

DRAIN VALVE

FP ROOF MANIFOLD

AUTO BALL DRIP VALVE

OR OR

OR

ABBREVIATION DESCRIPTIONSYMBOL

VALVE SYMBOLS

ABBREVIATIONS

SYMBOL DESCRIPTION

NEW PENDANT STYLE SPRINKLER HEAD

FP

SP STANDPIPE; WETSP

FP FIRE PROTECTION; WET PIPE

ABBREVIATIONSYMBOL DESCRIPTION

PIPING SYMBOLS

FIRE PROTECTION-INTERIOR

ORDINARY GROUP 1 HAZARD

ORDINARY GROUP 2 HAZARD

OH1

OH2

DEMO PENDANT STYLE SPRINKLER HEAD

UPRIGHT STYLE SPRINKLER HEAD

DEMO UPRIGHT STYLE SPRINKLER HEAD

F.D.C.(E)FIRE DEPARTMENT INLET CONNECTION F.D.C.

REDUCED PRESSURE BACKFLOW PREVENTER

F.H.(E)F.H.

CONSTRUCTION

FIRE HYDRANT

VALVE WITH VALVE BOX

FIRE PROTECTION

POST INDICATOR VALVE

PIV PIV(E)

F F(E)

EXISTINGNEWDESCRIPTION

SITE UTILITY SYMBOLS

DRAWING NUMBER WHERE DETAILED

SECTION LETTER

DRAWING NUMBER WHERE DETAILED

DETAIL NUMBER

SECTION, ELEVATION, AND DETAIL SYMBOLS

FX-100

A

DRAWING NUMBER WHERE DETAILED

ELEVATION LETTER

GENERAL NOTES:

NOTE: NOT ALL ABBREVIATIONS AND

SYMBOLS APPLY TO THIS PROJECT.

1. ALL NEW PIPING FOR SPRINKLER HEADS SHALL BE HARD PIPED, NO FLEXIBLE CONNECTIONS ARE PERMISSIBLE.

2. ALL PIPING IN FINISHED ROOMS OR SPACES SHALL BE CONCEALED IN FURRED CHASES OR SUSPENDED CEILINGS, UNLESS

OTHERWISE NOTED.

3. PROVIDE ACCESS PANELS OR DOORS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL VALVES. THEY SHALL BE FURNISHED UNDER DIVISION 23 AND INSTALLED UNDER THE ARCHITECTURAL SPECIFICATION. ACCESS DOOR RATING SHALL MATCH

CLASSIFICATION OF WALL AND CEILING FIRE RATING.

COORDINATE THE LOCATION OF SPRINKLER HEADS AND ACCESS DOORS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN(S).

4. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE RATED AND/OR SMOKE RATED WALLS AND ASSEMBLIES. ALL PIPE PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING MATERIAL.

5. CONTRACTOR SHALL COORDINATE ALL FIRE PROTECTION PIPING WITH DUCTWORK, PIPING, PLUMBING, STRUCTURAL AND ELECTRICAL SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN EQUIPMENT ACCESS

AND SERVICEABILITY.

6. CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES, INSERTS, SLEEVES, AND HANGING DEVICES FOR INSTALLATION

PIPING.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MISCELLANEOUS ANGLES, CHANNELS, UNISTRUT, ETC., AS MAY BE REQUIRED TO ADEQUATELY SUPPORT FIRE PROTECTION PIPING AND EQUIPMENT IN A MANNER APPROVED BY THE

ARCHITECT, WHICH WILL NOT OVERLOAD THE BUILDING STRUCTURAL SYSTEM.

8. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT AND UNCLEAR SUBMITTALS WILL BE REJECTED AND MARKED AS "REVISE AND RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE EQUIPMENT SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE.COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING. SAFETY PROTOCOLS FOR SUBJECT STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES. PLATFORMS AND INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.)

SHALL HAVE PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY PERSONNEL AND SERVICE PERSONNEL.

ACCESS POINTS OF USE SHALL BE CLEARLY IDENTIFIED ON THE DRAWINGS.

1. THE DEMOLITION DRAWINGS REFLECT INFORMATION ON EXISTING BUILDING SERVICES GATHERED BY SITE INSPECTION, DISCUSSIONS WITH MAINTENANCE PERSONNEL AND PREVIOUS CONSTRUCTION DRAWINGS. THE EXACT LOCATION, ARRANGEMENT, AND SIZES OF PIPE LINES IN THE EXISTING BUILDING MAY BE DIFFERENT FROM THAT SHOWN ON THESE

DRAWINGS.

2. THE CONTRACTOR SHALL COORDINATE THE SHUTDOWN OF EXISTING BUILDING SERVICES FOR REMOVALS WITH OWNER

AUTHORIZED REPRESENTATIVE AND SHALL CONFORM TO THEIR REQUIREMENTS.

3. DISRUPTION OF NORMAL FACILITY ACTIVITIES ARE TO BE KEPT TO AN ABSOLUTE MINIMUM. DUST, DEBRIS, AND FUMES SHALL BE CONTROLLED SO AS NOT TO AFFECT THE HEALTH AND SAFETY OF OCCUPIED AREAS WITHIN THE FACILITY WHICH ARE OUTSIDE THE AREA OF WORK. COORDINATE WITH THE ARCHITECT AND THE OWNER'S REPRESENTATIVE WITH REGARD TO ALL ACTIVITIES TO BE CONDUCTED OUTSIDE OF THE SUITE REMODEL AREA WHICH MAY AFFECT THE OPERATION OF THE FACILITY. THE CONTRACTOR SHALL PROVIDE TEMPORARY VENTILATION (MAINTAIN WORK ZONE AT NEGATIVE PRESSURE), FILTRATION, AIR PURIFIERS, DUST SCREENS, ETC. FOR ALL WORK AREAS AFFECTED BY DEMOLITION FOR NEW INSTALLATION TO MINIMIZE DUST

AND FUMES.

4. THE CONTRACTOR SHALL PRESENT AN AREA BY AREA WORK PLAN WELL IN ADVANCE TO THE ARCHITECT AND THE OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO BEGINNING WORK. THE WORK PLAN SHALL INCLUDE AN OUTLINE OF ALL ACTIVITIES OF ALL SUBCONTRACTORS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE TO ESTABLISH ACCEPTABLE ROUTING AND ACCESS FOR MATERIALS REQUIRED FOR THE NEW INSTALLATION.

5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, FURNITURE, AND ARCHITECTURAL. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT

PRIOR TO START OF WORK.

6. ALL NEW TO EXISTING PIPE CONNECTIONS SHALL BE FIELD VERIFIED PRIOR TO ORDERING AND FABRICATING NEW PIPING OR

FITTINGS.

GENERAL DEMO NOTES:

• CONTRACTOR SHALL REPLACE AND RELOCATE EXISTING FIRE SPRINKLER HEAD DROPS TO SERVE THE NEW SPRINKLERS AT THE

NEW LOCATIONS.

• WHERE REQUIRED, CONTRACTOR SHALL REPLACE EXISTING FIRE PROTECTION BRANCH PIPING TO SERVE THE NEW LOCATIONS.

• CONTRACTOR SHALL PROVIDE COMPLETE FIRE PROTECTION SYSTEM COORDINATION DRAWINGS TO ENSURE ALL REQUIRED

CLEARANCES ARE MAINTAINED AND THAT NO CONFLICTS EXIST WITH ANY OTHER MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS, OR STRUCTURAL SYSTEMS.

• CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH THE 2022 NFPA 13 FOR ALL SPACES DURING AND AFTER RENOVATION.

FIRE PROTECTION SCOPE OF WORK:

DN DOWN

YH YARD HYDRANT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

BOTTOM OF PIPE

ELEVATION

FINISHED FLOOR ELEVATION

FEET

GALLONS PER MINUTE

HORSEPOWER

HEAD

INCHES

INVERT

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NORMALLY CLOSED

NORMALLY OPEN

OUTSIDE SCREW AND YOKE

PHASE

POUNDS PER SQUARE INCH GAUGE

STATIC PRESSURE

TYPICAL

YARD BOX

AFF

AFG

BOP

EL

FFE

FT

GPM

HP

HD

IN

INV

NA

NIC

No. # N.C.

N.O.

OS&Y

PSIG

SP

TYP

YB

PH

QUICK RESPONSE SPRINKLERQRS

NOT TO SCALENTS

CONTRACTING OFFICER'S REPRESENTATIVECOR

FIRE ALARM STROBE/HORN WALL MOUNTED

FIRE ALARM STROBE/HORN CEILING MOUNTED

HEAT/SMOKE DETECTORH

PIPE RING HANGER

TOLCO FIG. 200

BAR JOIST OR STEEL

MEMBER BY

STRUCTURAL

1" MIN.

1" MIN.

SPRINKLER PIPE PER

PLAN

ALL THREAD ROD

TOLCO FIG. 100

REVERSIBLE BEAM CLAMP

(TYPICAL)

TOLCO FIG. 65

RESTRAINING STRAP

(TYPICAL)

TOLCO FIG. 69/69R

BASIS OF DESIGN IS TOLCO FIGURE

NUMBERS OR APPROVED EQUAL.

PIPE PER PLAN PIPE RING HANGER

TOLCO FIG. 200

ALL THREAD ROD

TOLCO FIG. 100

USE 3/8" CONCRETE INSERT FOR

UP TO 4" PIPE

USE 1/2" CONCRETE INSERT FOR

6" AND 8" PIPE

INSERT SHALL BE PLACED WITHIN

THICKEST PORTION OF

CONCRETE DECKING, TYPICAL

CONCRETE

DECKING

BASIS OF DESIGN IS TOLCO FIGURE

NUMBERS OR APPROVED EQUAL.

INSERT IS NOT

PERMITTED WITHIN

DECKING VALLEY,

TYPICAL

BASIS OF DESIGN IS TOLCO FIGURE

NUMBERS OR APPROVED EQUAL.

PIPE CLAMP

FOR SWAY

BRACING

TOLCO FIG. 4A

SPRINKLER PIPE PER PLAN

STEEL PIPE

LATERAL

BRACE

NO-THREAD SWIVEL

SWAY BRACE

ATTACHMENT TYP.

TOLCO FIG. 909

SWAY BRACE

ATTACHMENT

TO STEEL

TOLCO FIG. 800

BAR JOIST OR STEEL

MEMBER BY STRUCTURAL

BASIS OF DESIGN IS TOLCO FIGURE

NUMBERS OR APPROVED EQUAL.

SWAY BRACE

ATTACHMENT

TOLCO FIG.

SPRINKLER PIPE PER

PLAN

STEEL PIPE

LATERAL

BRACE

NO-THREAD SWIVEL

SWAY BRACE

ATTACHMENT

TOLCO FIG. 909

SWAY BRACE

ATTACHMENT

TO STEEL

TOLCO FIG. 800

BAR JOIST OR STEEL

MEMBER BY STRUCTURAL

NO-THREAD SWIVEL

SWAY BRACE

ATTACHMENT TYP.

TOLCO FIG. 909

BASIS OF DESIGN IS TOLCO FIGURE

NUMBERS OR APPROVED EQUAL.

"FAST CLAMP" BRANCH LINE

RESTRAINT ATTACHMENT

TYP.

TOLCO FIG. 909

BAR JOIST OR STEEL

MEMBER BY STRUCTURAL

SPRINKLER PIPE PER

PLAN

STEEL PIPE

LATERAL

BRACE

on e-ei gh th in ch o ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in es ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

A/E:

TRIPLE C - The A/E Group

(520) 481-8548

Mat Perkins

As indicated

B

IM

/6

-2

-1

R e n o va te

D B e d W in g -B

-M

P L S

V A

M C

/6 -2

-7

.M

P L S

.3 D

.B e d .W in g .M

E P

.G e n e ra l.

S h e e ts

.r v t

/1

/2

:0 :2

P

M

09/12/2022 K. Luke N. Wicklund

618-22-102

1391 - FX001

FIRE PROTECTION ABBREVIATIONS,

SYMBOLS, AND DETAILS

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATION OF BUILDING 70 3D

BED WING100% CONSTRUCTION

DOCUMENTS

NTS

F2

WIDE FLANGE BEAM CLAMP

NTS

F4

DROP-IN ANCHOR

NTS

F5

LONGITUDINAL BRACE DETAIL

NTS

F7

LATERAL BRACE DETAIL

NTS

F9

4-WAY BRACE DETAIL

12/17/2021

EXAM

3D-119B

EXAM

3D-119C

EXAM

3D-120

EXAM

3D-121

BREAK ROOM

3D-123BREAK

3D-123A

CORRIDOR

C3-17

CORRIDOR

C3-12 STAIR

EXAM

3D-119B

EXAM

3D-119C

EXAM

3D-120

EXAM

3D-121

EXAM

3D-119A

TREATMENT

3D-119

PATIENT

3D-116C

ANTE

3D-116

PATIENT

3D-116B

TLT

3D-116A

PATIENT

3D-114C

ANTE

3D-114

PATIENT

3D-114B

TLT

3D-114A

TLT

3D-108A

PATIENT

3D-108

PATIENT

3D-107

ANTE

3D-107A

TLT

3D-107B

TLT

3D-104B

ANTE

3D-104A

PATIENT

3D-104

PATIENT

3D-103

TLT

3D-103B

ANTE

3D-103A

TLT

3D-102B

PATIENT

3D-102

ANTE ROOM

3D-102A

EXAM

3D-101

TLT

3D-101A

CORRIDOR

C3-22

CORRIDOR

C3-25

CORRIDOR

C3-24

CORRIDOR

C3-23

CORRIDOR

C3-19

EXAM

3D-135

EXAM

3D-136

TLT

3D-135A

CHECK-IN

3D-134

WORK ROOM

3D-134A

STORAGE

3D-134B

PATIENT

3D-129

HAC

3D-110

TLT

3D-111

OFFICE

3D-109

NURSING RM

3D-109A

OFFICE

3D-106

STORAGE

3D-130

OFFICE

3D-131

3D-105

3D-105

PATIENT

3D-128B

TLT

3D-128A

ANTE

3D-128

PATIENT

3D-128C

EXAM

3D-112WORK ROOM

3D-115

EXAM

3D-127

STOR

3D-127A

EXAM

3D-117

EXAM

3D-118

OFFICE

3D-125

CORRIDOR

C3-20

CORRIDOR

C3-18

CORRIDOR

C3-19

TLT

3D-126A

PATIENT

3D-126

TLT

3D-124A

PATIENT

3D-124

BREAK ROOM

3D-123BREAK

3D-123A

CORRIDOR

C3-17

CORRIDOR

C3-18

OFFICE

3C-103

LINEN CHUTE

3D-112A

CORRIDOR

C3-27

TOILET

TOILET

3C-105

CORRIDOR

C3-12 STAIR

AREA NOT IN PROJECT SCOPE -

SPRINKLERS ARE EXISTING TO REMAIN

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

3 4

TYP.

3 3

TYP.

TYP.

TYP.

TYP.

1 1 1

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

1 1

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

F A

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

/F2 FXD103 /F2 FXD103

AREA NOT IN PROJECT SCOPE -

SPRINKLERS ARE EXISTING TO REMAIN

TYP.

TYP.

TYP.

F A

6" EXISTING STAND

PIPE, FIRE

PROTECTION RISER

TO REMAIN

TYP.

/F6 P-103/F6 FXD103 /F6 FXD103

on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

(612) 355-1251

Mat Perkins

A

B D

EF

G

H

J

K

L

M

C

GENERAL NOTES

KEYNOTES

As indicated

B

IM

/6

-2

-1

R e n o v a te

D

B e d W in g -B

-M

P L S

V A

M C

/6 -2

-7

.M

P L S

.3 D

.B e d .W in g .M

E P

.B .L

.r v t

/1

/2

:4

:0

A

M

09/12/2022 K. Luke K.Hutchinson

618-22-102

1391 -

FXD103

FIRE PROTECTION PLANS - THIRD LEVEL 3D

- DEMO

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATION OF BUILDING 70 3D

BED WING

100% CONSTRUCTION

DOCUMENTS

SPRINKLER HEAD LEGEND

SYM.

DEMO

TYPE

QUICK

RESPONSE

TEMP "K"

DEMO

QUANTITY

PENDENT

YES 170F 5.6UPRIGHT

YES 155F 5.6

NOTE: LEGEND INFORMATION IS SPECIFIC TO THIS SHEET ONLY

NEW

QUANTITY

SYM.

NEW

TBD

TBD

TBD

CONTRACTOR SHALL PROVIDE THE FOLLOWING PRIOR TO

COMMENCEMENT OF WORK FOR REVIEW AND APPROVAL:

A. SHOP DRAWING IDENTIFYING MAIN PIPE SIZES AND LOCATIONS,

LOCATION OF PIPE BRACING, HANGERS AND SPRINKLER HEADS

AND DETAILS

B. CUT SHEETS AND SUBMITTAL FOR ALL PIPING, FITTINGS,

SPRINKLER HEADS, HANGERS AND SUPPORT ATTACHMENTS

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION DATES

WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO THE COR

PRIOR TO THE START OF WORK. THIS SUBMITTAL MUST BE ACCEPTED BY THE

COR PRIOR TO THE START OF WORK.

C. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

D. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

E. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

F. ALL AREAS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY UNLESS NOTED

OTHERWISE ON PLAN.

G. ALL SPRINKLERS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2022

NFPA 13.

H. ALL MATERIALS, DEVICES, HANGERS AND SUPPORTS SHALL BE NEW AND UL

LISTED FOR USE IN FIRE PROTECTION SYSTEMS.

I. ALL NEW SPRINKLERS SHALL BE PROVIDED WITH NEW ESCUTCHEONS TO MATCH

EXISTING BUILDING STANDARDS.

J. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE

SPECIFICALLY PROHIBITED AS DEFINED BY 2022 NFPA 13.

K. PIPING TO BE SCHEDULE 40 BLACK STEEL WITH CAST IRON FITTINGS.

L. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

M. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

N. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

O. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

P. THE SPRINKLER CONTRACTOR SHALL COORDINATE AND PERFORM ALL FIRE

PROTECTION WORK IN ACCORDANCE WITH VA REQUIREMENTS TO ENSURE THAT

CONTINUOUS SPRINKLER COVERAGE IS PROVIDED THROUGHOUT THE PROJECT.

THE SPRINKLER CONTRACTOR SHALL COORDINATE ALL FIRE PROTECTION

SYSTEM SHUTDOWNS, INCLUDING POINTS OF TIE IN, ETC. WITH THE VA PRIOR TO

PERFORMING WORK.

Q. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH THE 2022

NFPA 13 FOR SURROUNDING SPACES DURING AND AFTER RENOVATION.

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SPRINKLER HEAD

LOCATIONS AND PIPING TO BE MODIFIED BY THE RENOVATION PRIOR TO

COMMENCING WORK.

1. EXISTING PENDENT SPRINKLER HEAD AND BRANCH PIPING TO BE REMOVED BACK

TO NEAREST BRANCH LINE OR MAIN. RECONFIGURE EXISTING SPRINKLER SYSTEM

AS REQUIRED FOR NEW SPRINKLER HEAD LOCATIONS.

2. EXISTING 6" STAND PIPE, FIRE PROTECTION RISER.

3. REMOVE EXISTING HEAT/SMOKE DETECTOR. COORDINATE WITH COR.

4. REMOVE EXISTING FIRE ALARM STROBE/HORN. COORDINATE WITH COR.

5. EXISTING FIRE SUPPRESSION CONTROL VALVE ASSEMBLY TO REMAIN,

CONTRACTOR TO COORDINATE SHUTDOWN WITH COR PRIOR TO

COMMENCEMENT OF WORK.

6. EXISTING PIPING DROP FROM INTERSTITIAL SPACE TO PLENUM SPACE BELOW TO

REMAIN, PROTECT IN PLACE.

NOTE: NOT ALL KEYNOTES

ARE USED ON EACH SHEET

SCALE: 1/8" = 1'-0"

F6

FIRE PROTECTION RCP - SOUTH -

DEMO

SCALE: 1/8" = 1'-0"

F2

FIRE PROTECTION RCP - NORTH -

DEMO

4" F

4" F

2" F

TYP.

#72

#71

/F2 FXD103i /F2 FXD103i

2" F

2" F

TYP.

4" F

4" F

4" F

C2

FXD103i

/F6 FXD103i /F6 FXD103i on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

(612) 355-1251

Mat Perkins

A

B D

EF

G

H

J

K

L

M

C

GENERAL NOTES

KEYNOTES

1/8" = 1'-0"

B

IM

/6

-2

-1

R e n o v a te

D

B e d W in g -B

-M

P L S

V A

M C

/6 -2

-7

.M

P L S

.3 D

.B e d .W in g .M

E P

.B .L

.r v t

/1

/2

:4

:1

A

M

09/12/2022 K. Luke K.Hutchinson

618-22-102

1391 - FXD103i

FIRE PROTECTION PLANS - THIRD LEVEL

INTERSTITIAL 3D - DEMO

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATION OF BUILDING 70 3D

BED WING

100% CONSTRUCTION

DOCUMENTS

SPRINKLER HEAD LEGEND

SYM.

DEMO

TYPE

QUICK

RESPONSE

TEMP "K"

DEMO

QUANTITY

PENDENT

YES 170F 5.6UPRIGHT

YES 155F 5.6

NOTE: LEGEND INFORMATION IS SPECIFIC TO THIS SHEET ONLY

NEW

QUANTITY

SYM.

NEW

TBD

TBD

TBD

TBD

CONTRACTOR SHALL PROVIDE THE FOLLOWING PRIOR TO

COMMENCEMENT OF WORK FOR REVIEW AND APPROVAL:

A. SHOP DRAWING IDENTIFYING MAIN PIPE SIZES AND LOCATIONS,

LOCATION OF PIPE BRACING, HANGERS AND SPRINKLER HEADS

AND DETAILS

B. CUT SHEETS AND SUBMITTAL FOR ALL PIPING, FITTINGS,

SPRINKLER HEADS, HANGERS AND SUPPORT ATTACHMENTS

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION DATES

WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO THE COR

PRIOR TO THE START OF WORK. THIS SUBMITTAL MUST BE ACCEPTED BY THE

COR PRIOR TO THE START OF WORK.

C. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

D. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

E. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

F. ALL AREAS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY UNLESS NOTED

OTHERWISE ON PLAN.

G. ALL SPRINKLERS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2022

NFPA 13.

H. ALL MATERIALS, DEVICES, HANGERS AND SUPPORTS SHALL BE NEW AND UL

LISTED FOR USE IN FIRE PROTECTION SYSTEMS.

I. ALL NEW SPRINKLERS SHALL BE PROVIDED WITH NEW ESCUTCHEONS TO MATCH

EXISTING BUILDING STANDARDS.

J. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE

SPECIFICALLY PROHIBITED AS DEFINED BY 2022 NFPA 13.

K. PIPING TO BE SCHEDULE 40 BLACK STEEL WITH CAST IRON FITTINGS.

L. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

M. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

N. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

O. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

P. THE SPRINKLER CONTRACTOR SHALL COORDINATE AND PERFORM ALL FIRE

PROTECTION WORK IN ACCORDANCE WITH VA REQUIREMENTS TO ENSURE THAT

CONTINUOUS SPRINKLER COVERAGE IS PROVIDED THROUGHOUT THE PROJECT.

THE SPRINKLER CONTRACTOR SHALL COORDINATE ALL FIRE PROTECTION

SYSTEM SHUTDOWNS, INCLUDING POINTS OF TIE IN, ETC. WITH THE VA PRIOR TO

PERFORMING WORK.

Q. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH THE 2022

NFPA 13 FOR SURROUNDING SPACES DURING AND AFTER RENOVATION.

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SPRINKLER HEAD

LOCATIONS AND PIPING TO BE MODIFIED BY THE RENOVATION PRIOR TO

COMMENCING WORK.

1. EXISTING PENDENT SPRINKLER HEAD AND BRANCH PIPING TO BE REMOVED BACK

TO NEAREST BRANCH LINE OR MAIN. RECONFIGURE EXISTING SPRINKLER SYSTEM

AS REQUIRED FOR NEW SPRINKLER HEAD LOCATIONS.

2. EXISTING 6" STAND PIPE, FIRE PROTECTION RISER.

3. REMOVE EXISTING HEAT/SMOKE DETECTOR. COORDINATE WITH COR.

4. REMOVE EXISTING FIRE ALARM STROBE/HORN. COORDINATE WITH COR.

5. EXISTING FIRE SUPPRESSION CONTROL VALVE ASSEMBLY TO REMAIN,

CONTRACTOR TO COORDINATE SHUTDOWN WITH COR PRIOR TO

COMMENCEMENT OF WORK.

6. EXISTING PIPING DROP FROM INTERSTITIAL SPACE TO PLENUM SPACE BELOW TO

REMAIN, PROTECT IN PLACE.

NOTE: NOT ALL KEYNOTES

ARE USED ON EACH SHEET

SCALE: 1/8" = 1'-0"

F6

FIRE PROTECTION PLAN - THIRD

LEVEL INTERSTITIAL - SOUTH

SCALE: 1/8" = 1'-0"

F2

FIRE PROTECTION PLAN - THIRD

LEVEL INTERSTITIAL - NORTH

NOT TO SCALE

C2

SUPPRESSION CONTROL VALVE ASSEMBLY - REFERENCE PHOTOS

F A

C P

AREA NOT IN PROJECT SCOPE -

SPRINKLERS ARE EXISTING TO REMAIN

RR 9

3D-109A

PATIENT 9

3D-109

RR 10

3D-121A

CORRIDOR

C3-12 STAIR

IT CLOSET

3D-122B

CIRCULATION

C3-18

TYP.

TYP.

F A

TYP.

TYP.

TYP.

TYP.

6 FA- 1

FA- 2FA- 3

SP- 1

SP- 2SP- 3

SP- 4

SP- 11

" 3

/2

/2

6' - 3" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

7' - 6" 5' - 10"7' - 5"

ANTE ROOM

3D-121B

PATIENT 10

3D-121

/2

/F6 FX103/F6 FX103

FX401

F7

FX401

F5

AREA NOT IN PROJECT SCOPE -

SPRINKLERS ARE EXISTING TO REMAIN

D1

D2

D3

TOILET

3C-105

BARIATRIC 1

3D-101

RR 1

3D-101A

PATIENT 2

3D-102

RR 2

3D-102A

PATIENT 3

3D-103

RR 3

3D-103A

RR 4

3D-104A

PATIENT 4

3D-104

RR 5

3D-105A

PATIENT 5

3D-105

RR 6

3D-106A

PATIENT 6

3D-106

RR 7

3D-107A

PATIENT 8

3D-108

RR 8

3D-108A

PATIENT 7

3D-107

RR 9

3D-109A

PATIENT 9

3D-109

PHARM OFFICE

3D-120

EQUIPMENT ROOM

3D-115

NUTRITION

3D-135

SOILED UTILITY

3D-134

MED ROOM

3D-112

HAC

3D-119

NURSE MNGR OFFICE

3D-111

MSA'S

3D-100

CLEAN LINENS

3D-138

SPS STORAGE

3D-114

STAFF BREAK ROOM

3D-116

PATIENT 11

3D-123RR 11

3D-123A

PATIENT 12

3D-125

PATIENT 13

3D-126

RR 13

3D-126A

CIRCULATION

C3-20

STAFF WORK

3D-136

RR 12

3D-125A

PATIENT 14

3D-128

PATIENT 15

3D-129

RR 15

3D-129A

RR 14

3D-128A

RR 10

3D-121A

SAFER PATIENT 17

3D-132

SAFER PATIENT 16

3D-131RR 16

3D-131A

RR 17

3D-132A

PATIENT 18

3D-133

RR 18

3D-133A

EQUIP. ALCOVE

3D-140

ASST. NURSE MNGR

3D-110

EQUIP. ALCOVE

3D-139

CIRCULATION

C3-24

CORRIDOR

C3-12

CORRIDOR

C3-27

STAIR

STAIR

ANTE ROOM

3D-133B

IT CLOSET

3D-122B

OXYGEN STOR.

3D-118

ANTE ROOM

3D-101B

CIRCULATION

C3-25

CIRCULATION

C3-18

EQUIP ALCOVE

3D-137

CHARTING

C3-25A

CHARTING

3D-141

CHARTING

3D-142

EQUIP. ALCOVE

3D-127

CHARTING

C3-19A

CHARTING

C3-19B

CHARTING

C3-19C

CIRCULATION

C3-19

CIRCULATION

C3-19

TOILET

3C-104

TYP.

TYP.

TYP.

F A

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

6 FA- 1

FA- 2FA- 3

SP- 1

SP- 2SP- 3

SP- 10FA- 10

FA- 9 SP- 9

FA- 8 SP- 8

SP- 6

SP- 7

FA- 7

FA- 6

FA- 5

SP- 5

SP- 4FA- 4

FA- 11 SP- 11

SP- 12FA- 12

SP- 13

FA- 13

SP- 14

FA- 14

SP- 15

FA- 15

SP- 16FA- 16

SP- 17

FA- 17

FA- 18

FA- 19

FA- 20

FA- 21

FA- 22

FA- 24

FA- 23

FA- 25

FA- 27

FA- 28

FA- 30

FA- 29

FA- 31

FA- 32

FA- 33

FA- 34

FA- 35

FA- 36

FA- 37

FA- 38

FA- 39

FA- 40

FA- 41

FA- 42

FA- 43

FA- 44

FA- 45

FA- 46

FA- 47

FA- 48

FA- 49

FA- 50

FA- 51

FA- 52

CLEAN UTILITY

3D-113

STAFF TOILET

3D-117

/2

6' - 2"

6' - 0" 7' - 2 1/2"

/2

/2

4' - 11" 7' - 2"

3' - 6 1/2"

7' - 3" 6' - 8 1/2"

/2

/2

5' - 7 1/2" 6' - 6"

14' - 0" 5' - 6"

6' - 2 1/2"

/2

14' - 0" 5' - 6"

7' - 6" 12' - 0" 7' - 2 1/2"

6' - 11"

6' - 11"

/2

/2

7' - 6" 12' - 0" 7' - 2 1/2"

/2

8' - 0" 12' - 0"

6' - 0" 12' - 0"

/2

/2

6' - 2 1/2"

6' - 5 1/2"

/2

4' - 2"

5' - 4" 9' - 11 1/2"

/2

7' - 0 1/2"

" 3

/2

/2

6' - 3" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

7' - 6" 5' - 10"

3' - 7 1/2"

/2

5' - 1 1/2" 6' - 0 1/2"

4' - 1" 7' - 6"

6' - 5" 12' - 0"

/2

6' - 0"

5' - 11 1/2"

/2

5' - 11"

7' - 5" 10' - 0"

/2

/2

7' - 5" 5' - 0"

5' - 0" 7' - 0"

/2

/2

6' - 2 1/2"

/2

6' - 2 1/2"

5' - 11" 12' - 0" 5' - 6"

/2

3' - 11" 14' - 0" 6' - 6" 7

/2

6' - 3"

6' - 3"

7' - 5" 12' - 0" 5' - 0"

5' - 7" 14' - 0" 4' - 10"

/2

/2

7' - 2"

6' - 9"

3' - 3 1/2"

5' - 6 1/2" 4' - 11"

2' - 6" 10' - 0"

5' - 3"

/2

5' - 3"

/2

5' - 8 1/2"

4' - 7"

7' - 2 1/2"

/2

5' - 3"

/2

6' - 5 1/2" 8' - 0" 7' - 6"

/2

6' - 4" 6' - 0" 3' - 7"

6' - 4" 6' - 7"

4' - 3"

4' - 6"

5' - 11 1/2" 6' - 2 1/2"

/2

/2

4' - 6 1/2" 12' - 0" 5' - 5"

/2

FEC

FEC

FEC

12' - 0" 7' - 5 1/2"

/2

6' - 2 1/2"

7' - 5"

ANTE ROOM

3D-121B

PATIENT 10

3D-121

5' - 0" 7' - 0"

/2

5' - 5 1/2" 6' - 6"

5' - 6"

7' - 0"

6' - 1 1/2"

/2

2' - 7" 5' - 1"

/2

5' - 1 1/2" 8' - 0"

/2

/2

/2

4' - 0"

1' - 5"

7' - 2 1/2" 6' - 1"

6' - 6 1/2"

/2

2' - 9 1/2" 11' - 1 1/2" 12' - 0" 9' - 11 1/2" 2' - 11"

1' - 5" 6' - 4 1/2" 2' - 11"

/2

/2

7' - 5 1/2"

7' - 3 1/2"

2' - 3 1/2" 10' - 0" 8' - 0" 2' - 5 1/2"

/F3 FX103 /F3 FX103

on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

(612) 355-1251

Mat Perkins

A

B D

EF

G

H

J

K

L

M

C

GENERAL NOTES

KEYNOTES

As indicated

B

IM

/6

-2

-1

R e n o v a te

D

B e d W in g -B

-M

P L S

V A

M C

/6 -2

-7

.M

P L S

.3 D

.B e d .W in g .M

E P

.B .L

.r v t

/1

/2

:3

:5

A

M

09/12/2022 K. Luke K.Hutchinson

618-22-102

1391 - FX103

FIRE PROTECTION PLANS - THIRD LEVEL 3D

- NEW

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATION OF BUILDING 70 3D

BED WING

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/8" = 1'-0"

F3

FIRE PROTECTION PLANS - THIRD

LEVEL 3D - NEW

SCALE: 1/8" = 1'-0"

F6

FIRE PROTECTION PLANS - THIRD

LEVEL 3D - NEW

SPRINKLER HEAD LEGEND

SYM.

DEMO

TYPE

QUICK

RESPONSE

TEMP "K"

DEMO

QUANTITY

PENDENT

YES 170F 5.6UPRIGHT

YES 155F 5.6

NOTE: LEGEND INFORMATION IS SPECIFIC TO THIS SHEET ONLY

NEW

QUANTITY

SYM.

NEW

TBD

TBD

TBD

TBD

DEDUCTIVE ALTERNATES

D1

DEDUCTIVE ALTERNATE #1: PROVIDE STORAGE ROOM IN

LIEU OF PATIENT ROOMS 10 AND 11 (3D-310/A & 3D-311/A).

REMOVE SCOPE OF WORK ASSOCIATED WITH NEW

HEADWALL, PLUMBING, SPECIALTY EQUIPMENT.

D2

D3

DEDUCTIVE ALTERNATE #2: PROVIDE STORAGE ROOM IN

LIEU OF PATIENT ROOMS 12 AND 13 (3D-312/A & 3D-313/A).

REMOVE SCOPE OF WORK ASSOCIATED WITH NEW

HEADWALL, PLUMBING, SPECIALTY EQUIPMENT.

DEDUCTIVE ALTERNATE #3: PROVIDE STORAGE ROOM IN

LIEU OF PATIENT ROOMS 14, 15, 16, AND 17 (3D-314/A,

3D-315/A, 3D-316/A & 3D-317/A). REMOVE SCOPE OF WORK

ASSOCIATED WITH NEW HEADWALL, PLUMBING, SPECIALTY

EQUIPMENT.

NOTE: DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE TAKEN IN

SEQUENTIAL ORDER.

CONTRACTOR SHALL PROVIDE THE FOLLOWING PRIOR TO

COMMENCEMENT OF WORK FOR REVIEW AND APPROVAL:

A. SHOP DRAWING IDENTIFYING MAIN PIPE SIZES AND LOCATIONS,

LOCATION OF PIPE BRACING, HANGERS AND SPRINKLER HEADS

AND DETAILS

B. CUT SHEETS AND SUBMITTAL FOR ALL PIPING, FITTINGS,

SPRINKLER HEADS, HANGERS AND SUPPORT ATTACHMENTS

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION DATES

WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO THE COR

PRIOR TO THE START OF WORK. THIS SUBMITTAL MUST BE ACCEPTED BY THE

COR PRIOR TO THE START OF WORK.

C. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

D. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

E. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

F. ALL AREAS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY UNLESS NOTED

OTHERWISE ON PLAN.

G. ALL SPRINKLERS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2022

NFPA 13.

H. ALL MATERIALS, DEVICES, HANGERS AND SUPPORTS SHALL BE NEW AND UL

LISTED FOR USE IN FIRE PROTECTION SYSTEMS.

I. ALL NEW SPRINKLERS SHALL BE PROVIDED WITH NEW ESCUTCHEONS TO MATCH

EXISTING BUILDING STANDARDS.

J. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE

SPECIFICALLY PROHIBITED AS DEFINED BY 2022 NFPA 13.

K. PIPING TO BE SCHEDULE 40 BLACK STEEL WITH CAST IRON FITTINGS.

L. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

M. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

N. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

O. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

P. THE SPRINKLER CONTRACTOR SHALL COORDINATE AND PERFORM ALL FIRE

PROTECTION WORK IN ACCORDANCE WITH VA REQUIREMENTS TO ENSURE THAT

CONTINUOUS SPRINKLER COVERAGE IS PROVIDED THROUGHOUT THE PROJECT.

THE SPRINKLER CONTRACTOR SHALL COORDINATE ALL FIRE PROTECTION

SYSTEM SHUTDOWNS, INCLUDING POINTS OF TIE IN, ETC. WITH THE VA PRIOR TO

PERFORMING WORK.

Q. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH THE 2022

NFPA 13 FOR SURROUNDING SPACES DURING AND AFTER RENOVATION.

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SPRINKLER HEAD

LOCATIONS AND PIPING TO BE MODIFIED BY THE RENOVATION PRIOR TO

COMMENCING WORK.

1. PROVIDE NEW FIRE SUPPRESSION SYSTEM FOR THE RENOVATED AREA. INSTALL

SPRINKLER HEADS AND PIPING HANGERS IN ACCORDANCE WITH THE 2022 NFPA

13. SEE SHEET FX001 FOR ADDITIONAL INFORMATION.

2. EXISTING 6" STAND PIPE, FIRE PROTECTION RISER.

3. EXISTING FIRE SUPPRESSION CONTROL VALVE ASSEMBLY, CONTRACTOR TO

COORDINATE SHUTDOWN WITH COR PRIOR TO COMMENCEMENT OF WORK.

4. EXISTING PIPING DROP FROM INTERSTITIAL SPACE TO PLENUM SPACE BELOW TO

REMAIN, PROTECT IN PLACE.

5. CONTRACTOR TO FIELD COORDINATE EXTENTS OF DEMO FOR EXISTING PIPING

RECONFIGURATION.

6. PROVIDE NEW CEILING MOUNTED SMOKE DETECTOR AS SHOWN.

7. PROVIDE NEW WALL MOUNTED COMBINATION SPEAKER STROBE AS SHOWN.

8. PROVIDE NEW SEMI RECESSED SPRINKLER HEADS.

NOTE: NOT ALL KEYNOTES

ARE USED ON EACH SHEET

RR 16

3D-131A

67 SF

RR 17

3D-132A

68 SF

SAFER PATIENT

3D-132

268 SF

SAFER PATIENT

3D-131

292 SF

/2

5' - 7" 14' - 0" 4' - 10"

/2

/2

7' - 0" 5' - 0"

7' - 5" 12' - 0" 5' - 0"

6' - 3" 5' - 7"

6' - 1 1/2" 5' - 8"

/2

/2

TYP.

TYP.

TYP.

TYP.

PATIENT 6

3D-106

297 SF

PATIENT 5

3D-105

289 SF

RR 5

3D-105A

72 SF

RR 6

3D-106A

72 SF

/2

7' - 6" 6' - 5 1/2"

7' - 6" 12' - 0" 7' - 2 1/2"

/2

5' - 2 1/2" 6' - 11"

5' - 2 1/2" 6' - 11"

/2

/2

/2

/2

7' - 6" 12' - 0" 7' - 2 1/2"

/2

/2

7' - 4" 6' - 7 1/2"

TYP.

TYP.

on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLAN

A/E:

TRIPLE C - The A/E Group

(612) 355-1251

Mat Perkins

A

B D

EF

G

H

J

K

L

M

C

GENERAL NOTES

KEYNOTES

1/4" = 1'-0"

B

IM

/6

-2

-1

R e n o v a te

D

B e d W in g -B

-M

P L S

V A

M C

/6 -2

-7

.M

P L S

.3 D

.B e d .W in g .M

E P

.B .L

.r v t

/1

/2

:4

:0

A

M

09/12/2022 K. Luke G. Weaver

618-22-102

1391 - FX401

FIRE PROTECTION ENLARGED PLANS

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATION OF BUILDING 70 3D

BED WING

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/4" = 1'-0"

F7

FIRE PROTECTION ENLARGED PLAN -

THIRD LEVEL 3D - TYPICAL PATIENT

ROOM TYPE 1 - NEW

SCALE: 1/4" = 1'-0"

F5

FIRE PROTECTION ENLARGED PLAN -

THIRD LEVEL 3D - TYPICAL PATIENT

ROOM TYPE 2 - NEW

SPRINKLER HEAD LEGEND

SYM.

DEMO

TYPE

QUICK

RESPONSE

TEMP "K"

DEMO

QUANTITY

PENDENT

YES 170F 5.6UPRIGHT

YES 155F 5.6

NOTE: LEGEND INFORMATION IS SPECIFIC TO THIS SHEET ONLY

NEW

QUANTITY

SYM.

NEW

TBD

TBD

TBD

TBD

CONTRACTOR SHALL PROVIDE THE FOLLOWING PRIOR TO

COMMENCEMENT OF WORK FOR REVIEW AND APPROVAL:

A. SHOP DRAWING IDENTIFYING MAIN PIPE SIZES AND LOCATIONS,

LOCATION OF PIPE BRACING, HANGERS AND SPRINKLER HEADS

AND DETAILS

B. CUT SHEETS AND SUBMITTAL FOR ALL PIPING, FITTINGS,

SPRINKLER HEADS, HANGERS AND SUPPORT ATTACHMENTS

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION DATES

WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO THE COR

PRIOR TO THE START OF WORK. THIS SUBMITTAL MUST BE ACCEPTED BY THE

COR PRIOR TO THE START OF WORK.

C. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

D. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

E. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

F. ALL AREAS ARE DESIGNED AS LIGHT HAZARD OCCUPANCY UNLESS NOTED

OTHERWISE ON PLAN.

G. ALL SPRINKLERS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2022

NFPA 13.

H. ALL MATERIALS, DEVICES, HANGERS AND SUPPORTS SHALL BE NEW AND UL

LISTED FOR USE IN FIRE PROTECTION SYSTEMS.

I. ALL NEW SPRINKLERS SHALL BE PROVIDED WITH NEW ESCUTCHEONS TO MATCH

EXISTING BUILDING STANDARDS.

J. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE

SPECIFICALLY PROHIBITED AS DEFINED BY 2022 NFPA 13.

K. PIPING TO BE SCHEDULE 40 BLACK STEEL WITH CAST IRON FITTINGS.

L. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

M. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

N. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

O. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

P. THE SPRINKLER CONTRACTOR SHALL COORDINATE AND PERFORM ALL FIRE

PROTECTION WORK IN ACCORDANCE WITH VA REQUIREMENTS TO ENSURE THAT

CONTINUOUS SPRINKLER COVERAGE IS PROVIDED THROUGHOUT THE PROJECT.

THE SPRINKLER CONTRACTOR SHALL COORDINATE ALL FIRE PROTECTION

SYSTEM SHUTDOWNS, INCLUDING POINTS OF TIE IN, ETC. WITH THE VA PRIOR TO

PERFORMING WORK.

Q. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH THE 2022

NFPA 13 FOR SURROUNDING SPACES DURING AND AFTER RENOVATION.

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SPRINKLER HEAD

LOCATIONS AND PIPING TO BE MODIFIED BY THE RENOVATION PRIOR TO

COMMENCING WORK.

1. PROVIDE NEW FIRE SUPPRESSION SYSTEM FOR THE RENOVATED AREA. INSTALL

SPRINKLER HEADS AND PIPING HANGERS IN ACCORDANCE WITH THE 2022 NFPA

13. SEE SHEET FX001 FOR ADDITIONAL INFORMATION.

2. EXISTING 6" STAND PIPE, FIRE PROTECTION RISER.

3. EXISTING FIRE SUPPRESSION CONTROL VALVE ASSEMBLY, CONTRACTOR TO

COORDINATE SHUTDOWN WITH COR PRIOR TO COMMENCEMENT OF WORK.

4. EXISTING PIPING DROP FROM INTERSTITIAL SPACE TO PLENUM SPACE BELOW TO

REMAIN, PROTECT IN PLACE.

5. CONTRACTOR TO FIELD COORDINATE EXTENTS OF DEMO FOR EXISTING PIPING

RECONFIGURATION.

6. PROVIDE NEW CEILING MOUNTED SMOKE DETECTOR AS SHOWN.

7. PROVIDE NEW WALL MOUNTED COMBINATION SPEAKER STROBE AS SHOWN.

8. PROVIDE NEW SEMI RECESSED SPRINKLER HEADS.

NOTE: NOT ALL KEYNOTES

on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

DrawingNumber

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

A/E:

TRIPLE C - The A/E Group

(520) 481-8548

Mat Perkins

B

IM

/6

-2

-1

R e n o va te

D B e d W in g -B

-M

P L S

V A

M C

/6 -2

-7

.M

P L S

.3 D

.B e d .W in g .M

E P

.G e n e ra l.

S h e e ts

.r v t

/1

/2

:0 :5

P

M

09/12/2022 K. Luke N. Wicklund

618-22-102

1391 - FX901

FIRE PROTECTION CUTSHEETS & BASIS OF

DESIGN

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATION OF BUILDING 70 3D

BED WING100% CONSTRUCTION

DOCUMENTS12/17/2021

DN DOWN

WC WATER CLOSET

FLUSH VALVEFV

YH YARD HYDRANT

TD TRENCH DRAIN

FOV

FOR

FOS

FUEL OIL VENT

FUEL OIL RETURN

FUEL OIL SUPPLY

ES

EEW

EMERGENCY SHOWER

EMERGENCY EYEWASH

CWV COMBINATION WASTE AND VENT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ACID NEUTRALIZING TANK

ACID RESISTANT VENT THROUGH ROOF

BALANCING COCK

BOTTOM OF PIPE

BRITISH THERMAL UNIT

BTU PER HOUR

CLOTHES WASHER BOX

CORROSION RESISTANT STEEL

CLEANOUT

CLEANOUT TO GRADE

CIRCULATION PUMP

DOUBLE CLEANOUT

DRINKING FOUNTAIN

ELEVATION

ELECTRIC WATER HEATER

ELECTRIC WATER COOLER

DEGREES FAHRENHEIT

FLOOR CLEANOUT

FINISHED FLOOR ELEVATION

FEET

GUTTER DRAIN

GREASE INTERCEPTOR

GALLONS PER HOUR

GALLONS PER MINUTE

GAS WATER HEATER

HORSEPOWER

HEAD

INCHES

INVERT

KILOWATT

1,000 BTUH

MIXING VALVE

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NORMALLY CLOSED

NORMALLY OPEN

OUTSIDE SCREW AND YOKE

PHASE

POUNDS PER SQUARE INCH GAUGE

STATIC PRESSURE

TYPICAL

YARD BOX

WALL CLEANOUT

AFF

AFG

ANT

AVTR

B.C.

BOP

BTU

BTUH

CWB

CRS

CO

COTG

CP

DCO

DF

EL

EWH

EWC

°F

FCO

FFE

FT

GD

GI

GPH

GPM

GWH

HP

HD

IN

INV

kW MBh

MV

NA

NIC

No. # N.C.

N.O.

OS&Y

Ph

PSIG

SP

TYP

YB

WCO

DOUBLE CLEANOUT TO GRADEDCOTG

ESEW EMERGENCY SHOWER EYE WASH

POWERS OF HARDNESS

PH

HOSE BIBBHB

DS DOWNSPOUT

DSN DOWNSPOUT NOZZLE

PLUMBING SYMBOL LEGEND

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS APPLY TO THIS PROJECT

ABBREVIATIONS

A

PENETRATION

TEST PLUG (PRESS/TEMP)

(WH) (HB)

RD/OD/DD

DCOTG

FCO/COTG

FS/FD/AD

VTR

ROOF DRAIN/OVERFLOW DRAIN/DECK DRAIN

TWO WAY OR DOUBLE CLEANOUT TO GRADE

FLOOR CLEANOUT/CLEANOUT TO GRADE

FLOOR SINK , FLOOR DRAIN , AREA DRAIN

WATER HAMMER ARREST0R

FITTING (PETE'S PLUG)

POINT OF CONNECTION TO EXISTING

AQUASTAT

PRESSURE GAUGE AND GAUGE COCK

THERMOMETER

STRAINER WITH BLOWDOWN VALVE & HOSE BIBB

NEW PIPE CONNECTION TO EXISTING PIPING

EXISTING PIPE TO BE REMOVED

EXISTING PIPING TO REMAIN

NEW PIPING

FLEXIBLE CONNECTION

UNIVERSAL TEMPERATURE-PRESSURE

ORIFICE UNION

FLANGED UNION

UNION

RISE IN PIPE

DROP IN PIPE

CAPPED OUTLET

SIDE CONNECTION

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

ECCENTRIC REDUCER

REDUCER OR INCREASER

PIPE GUIDE

DIRECTION OF FLOW

MAV MANUAL AIR VENT (MAV)

AAV AUTOMATIC AIR VENT (AAV)

TRAP PRIMER WITH ACCESS PANELTP

SLOPE OF PIPE

VENT THROUGH ROOF

AG AIR GAP FITTING

WALL HYDRANT, HOSE BIBB

KEYED NOTE

OR

SCHEMATIC SYMBOLS

ABBREVIATIONSYMBOL DESCRIPTION

XX

CARBON DIOXIDECO2

H

HE

AC

AR

CDA

LOX

LN

DV

DA

WAGD

IA

MV

O

NO

N

MA

DENTAL VACUUM

WASTE ANESTHESIA GAS DISPOSAL

INSTRUMENT AIR

DENTAL AIR

EXISTING PIPING

LIQUID NITROGEN

LIQUID OXYGEN

HYDROGEN

HELIUM

ACETYLENE

ARGON

COMPRESSED DRY AIR

ALARM PANEL (IN WALL)

MEDICAL VALVE BOX

MEDICAL GAS DROP

MEDICAL VACUUM

OXYGEN

NITROUS OXIDE

NITROGEN

MEDICAL AIR

O OXYGEN

CDA

CO2

AR

AC

HE

H

LN

LOX

MA

N

NO

O

MV

IA

WAGD

DA

DV

O

SYMBOL ABBREVIATION DESCRIPTION

DESCRIPTIONABBREVIATIONSYMBOL

PROCESS GASES

MEDICAL GAS SYMBOLS

S

VACUUM BREAKER

ATMOSPHERIC VACUUM BREAKER

PRESSURE STYLE

FLOW SWITCH

SOLENOID VALVE

FUEL GAS PRESSURE REGULATOR

DIAPHRAGM (PROCESS SYSTEMS)

OS&Y VALVE

GATE VALVE

GLOBE VALVE

BUTTERFLY VALVE

BALL VALVE

CHECK VALVE

PLUG VALVE

WATER PRESSURE REDUCING VALVE

PRESSURE RELIEF VALVE

TEMPERATURE AND PRESSURE RELIEF VALVE

2-WAY CONTROL VALVE

3-WAY MODULATING CONTROL VALVE

VALVE IN VERTICAL

REDUCED PRESSURE BACKFLOW PREVENTER (RPBP)

DRAIN VALVE

BALANCING VALVE/CIRCUIT SETTER MEASURING DEVICE

OR OR

OR

OR

DESCRIPTIONSYMBOL

VALVE SYMBOLS

P##

DRAWING NUMBER WHERE DETAILED

SECTION LETTER

DRAWING NUMBER WHERE DETAILED

DETAIL NUMBER

DRAWING NUMBER WHERE DETAILED

SECTION LETTER

DRAWING NUMBER WHERE DETAILED

DETAIL NUMBER

DRAWING NUMBER WHERE DETAILED

ELEVATION LETTER

LETTER REFER TO EQUIPMENT TYPE

NUMBER REFERS TO SPECIFIC EQUIPMENT

SYMBOL INDICATES FIXTURE/EQUIPMENT

IDENTIFIED IN EQUIPMENT SCHEDULE

SECTION SYMBOL

DETAIL SYMBOL

SECTION, ELEVATION, AND DETAIL TITLES

FIXTURE & EQUIPMENT SYMBOL

P-100

A

P-500

P-200

A

P-500

P-300

A

SCALE

ELEVATION

SCALE

DETAIL

SCALE

SECTION

IRR

INDIRECT WASTEIW

TW

TWR

SAN

V

DHWR

DCW

DHW

LA

IA

INW

IHWR

IHW

ICW

PD

SCW

IRR

NGH

NGM

G

LPG

ORD

RD

DIR

DIS

NPW

MU

ROR

ROS

CD

CA

AW

AV

PUMPED DISCHARGE LINE

IRRIGATION

SOFT COLD WATER

TEMPERED WATER (TEMP °F)

TEMPERED WATER RETURN (TEMP °F)

NATURAL GAS-HIGH PRESSURE

NATURAL GAS-MEDIUM PRESSURE

LAB COMPRESSED AIR

INSTRUMENT COMPRESSED AIR

INDUSTRIAL WASTE

REVERSE OSMOSIS RETURN

INDUSTRIAL HOT WATER RETURN

INDUSTRIAL HOT WATER

INDUSTRIAL COLD WATER

NATURAL GAS-LOW PRESSURE

LIQUIFIED PETROLEUM GAS

OVERFLOW ROOF DRAIN

STORM/ROOF DRAIN

SANITARY SEWER

DEIONIZED WATER RETURN

DEIONIZED WATER SUPPLY

VENT

NON-POTABLE WATER

MAKE-UP WATER

REVERSE OSMOSIS SUPPLY

140° DOMESTIC HOT WATER

140° DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER

DOMESTIC COLD WATER

CONDENSATE DRAIN

COMPRESSED AIR

ACID WASTE

ACID VENT

SHW SOFT HOT WATER

SAN

AV

AW

CA

CD

ROS

ROR

NPW

V

DIS

DIR

RD

ORD

LPG

G

NGM

NGH

SCW

PD

INW

IA

IW

LA

SHW

GW GREASE WASTEGW

GV GREASE VENT

ABBREVIATIONSYMBOL DESCRIPTION

PIPING SYMBOLS

ICW

IHW

IHWR

TWR (_ _ _)

TW (_ _ _)

GV

DCW

DHW

DHWR

DHW 140ºF

DHWR 140ºF

MU

DHW 140ºF

DHWR 140ºF

CUBIC FEET PER HOURCFH

O OXYGENO

MA MEDICAL AIRMA

MV MEDICAL VACUUMMV

on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on…