MBC_Restack_Renovation_-_Room_121_Full_Set.pdf

ARCHITECT

OPN ARCHITECTS

212 N. 3RD AVE, SUITE 312

MINNEAPOLIS, MN 55401

MECHANICAL, ELECTRICAL, AND PLUMBING ENGINEER

VICTUS ENGINEERING

2327 WYCLIFF ST, SUITE 230

ST. PAUL, MN 55114

212 N 3rd Ave. Suite 312, Minneapolis, MN 55401

P: 612-355-7111 www.opnarchitects.com

MUNICIPAL BUILDING COMMISSION - CITY OF

MINNEAPOLIS - RESTACK RENO RM 121

350 S 5th St, , Minneapolis, MN 55415

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PROJECT LOCATION

ARCHITECTURAL DRAWINGS

NUMBER NAME

000 COVER

A001 PROJECT INFORMATION & STANDARDS

A002 WALL TYPES

A003-A DOOR SCHEDULE AND FINISH SPECIFICATIONS

A101-A ROOM 121 PLANS

AD101-A ROOM 121 DEMO PLANS

MECHANICAL DRAWINGS

NUMBER NAME

M000 MECHANICAL TITLE SHEET

M101-A MECHANICAL PLANS - ROOM 121

M200-A MECHANICAL DETAILS

M201-A MECHANICAL DETAILS

M300-A MECHANICAL SCHEDULES

M400-A MECHANICAL CONTROLS

M500-A MECHANICAL CALCULATIONS

MD101-A MECHANICAL DEMO PLAN - ROOM 121

ELECTRICAL DRAWINGS

NUMBER NAME

E000-A ELECTRICAL TITLE SHEET

E001-A ELECTRICAL DEMOLITION PLANS - ROOM 121

E100-A ELECTRICAL PLANS - ROOM 121

E500-A ELECTRICAL SCHEDULES - ROOM 121

ALTERNATE #1:

REVISE CHANGING ROOM 121-02 AS INDICATED TO

SHOWER/RESTROOM. REFER TO DRAWINGS.

All questions regarding these plans and specifications should be directed to:

Joe Wallace, AIA Project Manager jwallace@opnarchitects.com 612-355-7111

SHEET INDEX

I hereby certify these plans and specifications were prepared by me or under my direct personal supervision and that I am a duly licensed professional architect under the laws of the state of

Minnesota.

Signature: ____________________________________

Name:

Minnesota Registration No:

Sheets covered by this seal:

Joseph D.L. Wallace

61723

Listed As "Architectural"

PLUMBING DRAWINGS

NUMBER NAME

P000 PLUMBING TITLE SHEET & SCHEDULES

P101-A PLUMBING PLANS - ROOM 121

P200-A PLUMBING RISER DIAGRAM

FIRE PROTECTION DRAWINGS

NUMBER NAME

F000 FIRE PROTECTION TITLE SHEET & SCHEDULES

F101-A FIRE PROTECTION PLANS - ROOM 121

FD101-A FIRE PROTECTION DEMO PLAN - ROOM 121

LAVATORY SOAP

DISPENSER

FIRE

EXTINGUISHER

CABINET

S. NAPKIN

DISPENSER

HAND

SANITIZER

TOWEL / TRASH

COMBO

AIR

FRESHENER

TRASH

RECEPTACLE

COAT

HOOK

URINAL WALL

HUNG

SCREEN

URINAL

(H.C.)

WATER

FOUNTAIN

48" MIN

M

IN

TOWEL

DISPENSER

FINISHED

CEILING

SHELFTOILET

SEAT COVER

DISPENSER

HYDRATION

STATION

NOTE: CONCEALED BLOCKING

TO EXTEND MIN. 6" BEYOND EACH

END AND 6" ABOVE AND BELOW

ALL ACCESSORY ITEMS.3

M

IN

"2

48" MIN

" 4

SANITARY

NAPKIN

DISPOSAL

TOILET TISSUE

DISPENSER

BABY

CHANGING

STATION

HEIGHT TO TABLE

TOP SURFACE

WHEN OPEN

ELECTRICAL

OUTLET

DATA

OUTLET

SWITCH TV

POWER/DATA

EXIT SIGNFIRE HORN/

STROBE

FIRE PULL

STATION

THERMOSTAT CARD READER SECURITY

CAMERA

SPEAKER

P E

R E

L E

V A

T

IO

N

U

N O

U

N O

ABOVE

COUNTER

HEIGHTS

U

N O

HAND

DRYER

U

N O

U

N O

U

N O

CLOCKSMOKE

DETECOR

ADA PUSH

BUTTON

OPERATOR

NOTE: CONCEALED BLOCKING

TO EXTEND MIN. 6" BEYOND EACH

END AND 6" ABOVE AND BELOW

ALL ACCESSORY ITEMS.

24"

A3

OF TOILET

8" FROM FRONT

A14

A10

DASHED LINES

INDICATES FACE

OF FINISH.

A11A12

NOTE: CONCEALED BLOCKING TO

EXTEND MIN. 6" BEYOND EACH END

AND 6" ABOVE AND BELOW ALL

ACCESSORY ITEMS.

12"

A14

24"

OF TOILET

8" FROM FRONT

12"

18"

40"

A3

A10

A11

A12

" 4

A13

DASHED LINES

INDICATES FACE

OF FINISH.

# NUMBER

ACM ALUMINUM COMPOSITE METAL

PANEL

ACP ACOUSTICAL CEILING PANEL

AFF ABOVE FINISH FLOOR

AWP ACOUSTIC WALL PANEL

BAS BUILDING AUTOMATION SYSTEM

BC BOTTOM OF CURB

BM BENCH MARK

BOC BACK OF CURB

BOS BOTTOM OF STEEL

BOW BOTTOM OF WALL

BR BUMPER GUARD/BUMPER RAIL

BRG BEARING

BS BOTTOM OF STAIR

C CHANNEL

CC CUBICLE CURTAIN

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CG CORNER GUARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CK CORK FLOORING

CL CENTER LINE

CLG CEILING

CLL CONSTRUCTION LIMITS LINE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

CRK CORK

DEMO DEMOLISH / DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DS DOWNSPOUT

EC ELECTRICAL CONTRACTOR

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EPF EPOXY FLOORING

EPT EPOXY PAINT

EQ EQUAL

EWC ELECTRIC WATER COOLER

EX EXISTING

FAF FLUID APPLIED FLOORING

FD FLOOR DRAIN

FF FACTORY FINISH

FFE FINISHED FLOOR ELEVATION

FOC FACE OF CURB

FOF FACE OF FINISH

FOG FACE OF GLAZING

FRP FIBER REINFORCED PANEL

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GHM GALVANIZED HOLLOW METAL

GL GLASS

GT GROUT

GWB GYPSUM WALL BOARD

GYP GYPSUM

HORZ HORIZONTAL

HM HOLLOW METAL

HT HEIGHT

HVAC HEATING/VENTING/AIR

CONDITIONING

ID INSIDE DIAMETER

L ANGLE

LB/LBS POUND / POUNDS

LVT LUXURY VINYL TILE

MAX MAXIMUM

MB MARKERBOARD

MC MECHANICAL CONTRACTOR

MDF MEDIUM DENSITY FIBERBOARD

MFR MANUFACTURERS

MH MANHOLE

MIL MIL THICKNESS

MIN MINIMUM

MO MASONRY OPENING

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OA OVERALL

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OVERHEAD

ORD OVERFLOW ROOF DRAIN

OTS OPEN TO STRUCTURE

PCT PORCELAIN CERAMIC TILE

PL PLATE

PLAM PLASTIC LAMINATE

PP POLYMER PANEL

PVC POLY VINYL CHLORIDE

PT PAINT

QT QUARTZ

RAD RADIUS

RAF RESILIENT ATHLETIC FLOORING

RB RESILIENT BASE

RD ROOF DRAIN

REX RESIN

REV REVISION

RO ROUGH OPENING

ROW RIGHT-OF-WAY

RSF RESILIENT SHEET FLOORING

RST RESILIENT STAIR TREAD

RTF RESILIENT TILE FLOORING

RUB RUBBER

SC SEALED CONCRETE

SF SQUARE FEET

SIM SIMILAR

SS SOLID SURFACE

STN STONE

ST STL STAINLESS STEEL

SUSP SUSPENDED

T TILE

T&G TONGUE AND GROOVE

TG TEMPERED GLASS

TOC TOP OF CURB

TOM TOP OF MASONRY

TOS TOP OF SLAB / TOP OF STEEL

TOW TOP OF WALL

TP TOILET PARTITION

TPF TACKABLE PANEL FABRIC

TRZ TERRAZZO

TS TOP OF STAIR

TYP TYPICAL

UL UNDERWRITERS LABORATORIES,

INC.

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

WB WALL BASE

WC WALL COVERING

W/ WITH

W/O WITHOUT

WD WOOD

WGH WALLGUARD HANDRAIL

WM WALK-OFF MAT

WP WALL PROTECTION

WT WINDOW TREATMENT

WWF WELDED WIRE FABRIC

STANDARD ABBREVIATIONS

STANDARD SYMBOLS

ROOM IDENTIFICATION

ROOM NAME

ROOM NUMBER

VIEW TITLE

DRAWING NUMBER

DRAWING TITLE

DRAWING SCALE

SECTION REFERENCE

DARKENED AREA

DENOTES DIRECTION OF

SECTION CUT

SECTION NUMBER

SHEET NUMBER

ELEVATION REFERENCE

DARKENED AREA

DENOTES ELEVATION

DRAWN

ELEVATION NUMBER

SHEET NUMBER

A201

WINDOW IDENTIFICATION

W12

WALL IDENTIFICATION

WINDOW TYPE

PLAN DETAIL REFERENCE

DETAIL NUMBER

SHEET NUMBER

00 00 A1

KEYNOTE

REFERENCE

NUMBER

ARROW POINTS TO

REFERENCED

OBJECT

ROOF/FLOOR IDENTIFICATION

NORTH DIRECTION

REFERENCE

MATCH LINE

TAG REFERENCES

CORRESPONDING

VIEW

A1 / A112

DETAIL REFERENCE

A1 c 0

PARTITION TYPE

SIZE

RATING

MODIFICATION

X

2A15

OFFICE

A321

XXX

1/8" = 1'-0" X

DETAIL NUMBER

SHEET NUMBER

CEILING IDENTIFICATION

TYPE AA

10' - 0" AFF

CEILING TYPE

CEILING HEIGHT

SIM/OPP TAG

A101

SIM

A101

SIM

DOOR IDENTIFICATION

XXXX.A

DOOR NUMBER

NEW DEMOLITION EXISTING

R1

ROOF/FLOOR TYPE

SIM/OPP TAG

KEYNOTE REFERENCE

STANDARD SYMBOLS

CABINET DESIGN

SERIES NUMBER

MODIFICATION

100M.A 30-34-24

Note

ADA COMPLIANT

DIMENSIONS* W-H-D

MODIFICATION

DESCRIPTION

CASEWORK IDENTIFICATION

*FOR BASE CABINETS AND COUNTERTOPS HEIGHT IS

MEASURED FROM FINISH FLOOR TO TOP OF COUNTERTOP

COUNTERTOP TYPE

(SEE A800 FOR

SPECIFICATIONS)

C-SS.A

30-34-24

ADA COMPLIANT

DIMENSIONS* W-H-D

SCB

SCRIBE IDENTIFIER

SCRIBE WIDTH

CW

STOREFRONT IDENTIFICATION

CURTAIN WALL/

CURTAIN WALL/

STOREFRONT

IDENTIFIER

CURTAIN WALL/

STOREFRONT TYPE

SF

ELEVATION TAG

DENOTES

ELEVATION HEIGHT

DENOTES OBJECT

REFERENCE

STRUCTURAL GRID

A

B

GRID REFERENCE

DRAWING REVISION

REVISION

REFERENCE

NUMBER

DIMENSIONS

FACE OF FINISH TO

FACE OF FINISH

15' - 0"

LEVEL 1

ITC

4'-0" 4'-0"

GRANULAR FILL

ALUMINUM BLOCKING - CONTINUOUS BLOCKING - DISCONTINUOUS

GLASS

RIGID INSULATION PLYWOOD SEMI-RIGID

INSULATION

GYPSUM BOARD LUXURY VINYL

TILE

PORCELAIN

CERAMIC TILE

BRICK

EARTH/FILL

STONE

CONCRETE

MASONRY UNIT

CONCRETECARPETBATT INSULATION

QUARTZ

WOOD

SOLID SURFACE

MDF

SAND

STEELSPRAY FOAM

INSULATION

STANDARD MOUNTING HEIGHTS

STANDARD TOILET ACCESSORIES MOUNTING LOCATIONS ACCESSIBLE TOILET ACCESSORIES MOUNTING LOCATIONS

A

19181716151413121110987654

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D

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F

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20 21

Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

© 2025 OPN Architects, Inc.

Project

VICTUS ENGINEERING

2327 Wycliff St Ste 230

St Paul, MN 55114

P. (612) 859-8299

Mechanical, Electrical, & Plumbing Engineer

I hereby certify these plans and specifications were prepared by me or under my direct personal supervision and that I am a duly licensed professional architect under the laws of the state of Minnesota.

Signature:

Printed Name:

Registration Number:

212 N 3rd Avenue, Ste. 312

Minneapolis, MN 55401

P: 612-355-7111 www.opnarchitects.com

61723

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A M

A001

PROJECT INFORMATION &

STANDARDS

26708000

100% CONSTRUCTION

DOCUMENTS

CITY OF MINNEAPOLIS - RESTACK

RENO RM 121

MUNICIPAL BUILDING COMMISSION

JOSEPH D.L. WALLACE

350 S 5th St

, Minneapolis, MN 55415

350 S 5th St

Minneapolis, MN 55415

RESPONSIBILITY MATRIX

Revision Description Date

GENERAL NOTES

1. REFER TO FLOOR PLANS FOR

PARTITION TYPE LOCATIONS.

2. STEEL FRAME PARTITIONS ARE BASED

ON DESIGN INFORMATION INCLUDED

IN PRODUCT TECHNICAL INFORMATION

OF THE STEEL STUD

MANUFACTURER'S ASSOCIATION

(SSMA) PUBLICATION DATED 2000 AND

THE FOLLOWING PERFORMANCE

CRITERIA:

A. LIMITING HEIGHT CRITERIA:

• DEFLECTION OF L/360 AT ALL

WALLS TO RECEIVE TILE.

• DEFLECTION OF L/240 AT ALL

OTHER WALLS AT 5 LBS. PER SQ.

FT.

B. THICKNESS - STEEL COMPONENTS:

GAUGE DESIGN THICKNESS

25 0.0188 22 0.0283 20 0.0346 18 0.0451

PARTITION TYPE AND SYMBOL LEGEND

A1 c 0

PARTITION TYPE

SIZE

RATING

MODIFICATION

X

PARTITION TYPE

A STEEL FRAMED

B SHAFT WALL

C FURRED

D MASONRY

E SPECIAL FINISHES

T TEMPORARY PARTITION

SYSTEM

SIZE

STEEL STUD

a 1 5/8" b 2 1/2" c 3 5/8" d 6" e 7 1/4"

SHAFT WALL STUD

f 2 1/2" g 4" h 6"

STEEL FURRING

j 7/8" Hat Channel k 1" Z l 1 1/2" Z m 2" Z n 3" Z

CONCRETE MASONRY UNIT

p 4" q 6" r 8" s 10" t 12"

LIGHT GAUGE STRUCTURAL STEEL

(SEE STRUCTURAL)

u 6" v 12"

RATING

0 NON-RATED

S SMOKE

1 1 HOUR

2 2 HOUR

3 3 HOUR

4 4 HOUR

3. MINIMUM GAUGE: IF LIMITING HEIGHT

AS SCHEDULED IN PARTITION DETAILS

EXCEEDS PROJECT CONDITIONS OR IF

THE SELECTED STEEL STUD

MANUFACTURER'S THICKNESS OF

STEEL COMPONENTS VARIES FROM

THE BASIS OF DESIGN AS SET FORTH

ABOVE, PROVIDE MANUFACTURER'S

STANDARD THICKNESS(GAUGE) THAT

MEETS OR EXCEEDS LIMITING HEIGHT

PERFORMANCE CRITERIA FOR STUD

DEPTH AND SPACING INDICATED.

4. WOOD BLOCKING CONCEALED BY

GYPSUM BOARD DOES NOT NEED TO

BE FIRE TREATED.

A1STEEL FRAMED PARTITION

HEAD

PLAN

BASE

NON RATED / NON-LOAD BEARING

STUD UL DESIGN

WIDTH SIZE NUMBER

FINISHED CEILING - SEE RCP

STEEL STUD (SEE SCHEDULE)

1 LAYER 5/8" GYPSUM BOARD

EACH SIDE

CONTINUOUS STEEL RUNNER

BASE & FLOOR FINISH AS SCHEDULED

4 7/8" 3 5/8" N/A

7 1/4" 6" N/A

ACOUSTIC BATT INSULATION

HEAD

PLAN

BASE

SMOKE RATED / NON-LOAD BEARING

1 LAYERS 5/8" TYPE X GYPSUM

BOARD EACH SIDE

STEEL STUD (SEE SCHEDULE)

CONTINUOUS STEEL RUNNER

BASE & FLOOR FINISH AS SCHEDULED

CONTINUOUS SMOKE SEALANT

4 7/8" 3 5/8" U465

7 1/4" 6" U465

ACOUSTIC BATT INSULATION

CONTINUOUS SEALANT

HEAD

PLAN

BASE

2 HOUR RATED / NON-LOAD BEARING

2 LAYERS 5/8" TYPE X GYPSUM

BOARD EACH SIDE

STEEL STUD (SEE SCHEDULE)

CONTINUOUS STEEL RUNNER

BASE & FLOOR FINISH AS SCHEDULED

CONTINUOUS FIRE SEALANT

4 7/8" 3 5/8" U411

7 1/4" 6" U411

ACOUSTIC BATT INSULATION

STUD UL DESIGN

WIDTH SIZE NUMBER

SEAL PENETRATIONS SMOKE SEAL PENETRATIONS FIRE SEAL PENETRATIONS

A1 0c

A1 0d

A1 sc

A1 sd

A1 2c

A1 2d

UNDERSIDE OF RED IRON STRUCTURE

EXTEND GYP & STUD TO DECK UNO

FINISHED CEILING

UNDERSIDE OF STRUCTURE

CONTINUOUS SMOKE SEALANT

EXTEND GYP & STUD TO DECK UNO

DEFLECTION TRACK

FINISHED CEILING

UNDERSIDE OF STRUCTURE

CONTINUOUS FIRE SEALANT

EXTEND GYP & STUD TO DECK

DEFLECTION TRACK

HEAD

PLAN

BASE

1 HOUR RATED / NON-LOAD BEARING

1 LAYERS 5/8" TYPE X GYPSUM

BOARD EACH SIDE

STEEL STUD (SEE SCHEDULE)

CONTINUOUS STEEL RUNNER

BASE & FLOOR FINISH AS SCHEDULED

CONTINUOUS FIRE SEALANT

4 7/8" 3 5/8" U465

7 1/4" 6" U465

ACOUSTIC BATT INSULATION

SMOKE SEAL PENETRATIONS

A1 1c

A1 1d

FINISHED CEILING

UNDERSIDE OF STRUCTURE

CONTINUOUS FIRE SEALANT

EXTEND GYP & STUD TO DECK

DEFLECTION TRACK

STUD UL DESIGN

WIDTH SIZE NUMBER

STUD UL DESIGN

WIDTH SIZE NUMBER

NOTE: INCLUDE A MINIMUM OF TWO (2) KICKERS TO RED IRON FOR

ADDITIONAL SUPPORT.

10'-0"

AFF

COLD ROLLED CHANNEL (CRC)

@ 6'-0" AFF

A2STEEL FRAMED PARTITION

HEAD

PLAN

BASE

NON RATED / NON-LOAD BEARING

STUD UL DESIGN

WIDTH SIZE NUMBER

UNDERSIDE OF STRUCTURE

FINISHED CEILING

STEEL STUD (SEE SCHEDULE)

1 LAYER 5/8" GYPSUM BOARD

CONTINUOUS STEEL RUNNER

BASE & FLOOR FINISH AS SCHEDULED

4 1/4" 3 5/8" N/A

6 5/8" 6" N/A

ACOUSTICAL BATT INSULATION

2 1/4" 1 5/8" N/A

CONTINUOUS SEALANT

CONTINUOUS SEALANT

A2 0a

A2 0c

A2 0d

EXTEND GYP & STUD TO DECK UNO

DEFLECTION TRACK

SEAL PENETRATIONS

A

19181716151413121110987654

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20 21

Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

© 2025 OPN Architects, Inc.

Project

VICTUS ENGINEERING

2327 Wycliff St Ste 230

St Paul, MN 55114

P. (612) 859-8299

Mechanical, Electrical, & Plumbing Engineer

I hereby certify these plans and specifications were prepared by me or under my direct personal supervision and that I am a duly licensed professional architect under the laws of the state of Minnesota.

Signature:

Printed Name:

Registration Number:

212 N 3rd Avenue, Ste. 312

Minneapolis, MN 55401

P: 612-355-7111 www.opnarchitects.com

61723

/2

/2

:4

:1

A M

A002

WALL TYPES

26708000

100% CONSTRUCTION

DOCUMENTS

CITY OF MINNEAPOLIS - RESTACK

RENO RM 121

MUNICIPAL BUILDING COMMISSION

JOSEPH D.L. WALLACE

350 S 5th St

, Minneapolis, MN 55415

350 S 5th St

Minneapolis, MN 55415

GENERAL DOOR NOTES

1. SEE FRAME PLANS AND INTERIOR ELEVATIONS FOR

DIMENSIONAL SIZES WITH MATERIALS OF FRAMES.

2. COORDINATE WITH OWNER ON IDENTIFICATION OF

SALVAGED DOORS FOR REPLACEMENT/ NEW

HARDWARE.

3. PROVIDE PUSH PLATES (2) TO COVER EXISTING

HARDWARE PREP NOT COVERED BY NEW HARDWARE.

NEW PLATES TO BE BRONZE TONE TO MATCH

HARDWARE - TYP.

1.0

S C

H E

D U

L E

S E

E

SCHEDULE

SEE

2" 2"

1.1

S C

H E

D U

L E

S E

E

SCHEDULE

SEE

2" 2"

DOOR HARDWARE SET 1:

FUNCTION: EXIT-ONLY PANIC HARDWARE WITH ELECTRIC LATCH RETRACTION. OUTSIDE

LEVER ALWAYS DISENGAGED - ENTRANCE BY KEY OR ACCESS CONTROL ONLY. ALLOW

OUTSIDE SPINDLE TO DISENGAGE FROM LATCH WHEN LOCKED. INSIDE PUSH PAD

RETRACTS LATCH FOR EGRESS.

DOOR HARDWARE SET 2:

FUNCTION: PRIVACY WITH OCCUPIED INDICATOR LEVER RETRACTS LATCHBOLT FROM

EITHER SIDE. DEADBOLT THROWN OR RETRACTED BY KEY OUTSIDE (RETRACTION BY KEY

REQUIRED IN THE EVENT OF AN EMERGENCY) OR INSIDE THUMBTURN. THROWING

DEADBOLT LOCKS OUTSIDE LEVER AND DISPLAYS OCCUPIED PLATE. ROTATING INSIDE

LEVER SIMULTANEOUSLY RETRACTS BOTH DEADBOLT AND LATCHBOLT AND UNLOCKS

OUTSIDE LEVER.

DOOR HARDWARE SET 3:

FUNCTION: STOREROOM LOCK. FIXED OUTSIDE TRIM - OUTSIDE KEY OR INSIDE LEVER

RETRACTS LATCH. INSIDE LEVER ALWAYS UNLOCKED. ELECTRIC STRIKE UNLOCKED BY

ACCESS CONTROL SYSTEM FOR PUSH/PULL OPERATION - COORDINATE WITH OWNER

SCHEDULE

SEE

S C

H E

D U

L E

S E

E

F

SCHEDULE

SEE

FG

SCHEDULE

SEE

FG2

S C

H E

D U

L E

S E

E

/4

A

.F .F

6" 6" 6" 6"

S C

H E

D U

L E

S E

E

A

.F .F

/4

FINISH NOTES

A. REFER TO 'MUNICIPAL BUILDING

COMMISSION (MBC) STANDARDS FOR

MORE INFORMATION. IN THE EVENT

OF A DISCREPANCY, MBC STANDARDS

GOVERNS.

B. ALIGN GROUT JOINT WITH BOTTOM OF

LIGHT FIXTURE.

C. SCHLUTER EDGE TRIM TYP. AT ALL

OUTSIDE CORNERS. JOINTS TO OCCUR

AT UPPER MOST CONTINUOUS GROUT

LINE

D. START FULL WALL TILE AS SHOWN

E. SCHLUTER AT TOP OF TILE TO

TRANSITION TO GYPSUM WALL BOARD

F. CENTER FIXTURE ON GROUT JOINT

G. CENTER TILE AT DOORWAY

H. ALIGN BOTTOM OF HAND SOAP WITH

BOTTOM OF MIRROR

I. ALIGN BOTTOM OF FIXTURES

J. CENTER WALL TILE JOINT ON CENTER

OF WALL AS SHOWN

K. CENTER FLOOR TILE GROUT JOINT AS

SHOWN

L. CENTER FLOOR TILE GROUT JOINT ON

CENTER OF WALL

M. CENTER FULL WALL TILE ON CENTER

OF WALL

N. ALIGN ALL WALL TILE GROUT JOINTS

WITH FLOOR TILE GROUT JOINTS

O. CENTER FULL FLOOR TILE ON CENTER

OF WALL

P. START FULL FLOOR TILE AS SHOWN

PAINT - BY OWNER:

PT-1 SYSTEM:

MANUFACTURER: SEE BUILDING STANDARDS

COLOR: SEE BUILDING STANDARDS

FINISH: EGGSHELL, SEMI-GLOSS ON CMU

APPLICATION: FIELD PAINT - U.N.O.

DOOR SCHEDULE

DOOR

NUMBER

PANEL FRAME

FIRE

RATING HEAD DETAIL JAMB DETAIL REMARKS

HARDWARE

SET

PANEL

QUANTITY PANEL TYPE WIDTH HEIGHT PANEL 1 WIDTH

PANEL 2

WIDTH

PANEL

MATERIAL PANEL FINISH FRAME TYPE MATERIAL FINISH

121-01 3'-0" 7'-0" WD EXIST. 1.0 WD STN 1 3

121-02 3'-0" 7'-0" WD EXIST. 1.0 WD STN 1, 2 2

121-04 3'-0" 7'-0" WD EXIST. 1.0 WD STN 2, 3 2

121-06A 3'-0" 7'-0" WD EXIST. 1.0 WD STN 1 1

121-06B 3'-0" 7'-0" WD EXIST. 1.0 WD STN 1 1

121-06C 3'-0" 7'-0" WD EXIST. 1.0 WD STN 1 1

DOOR FRAME ELEVATIONSLEGEND - HARDWARE SETS DOOR PANEL TYPES

A

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Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

© 2025 OPN Architects, Inc.

Project

VICTUS ENGINEERING

2327 Wycliff St Ste 230

St Paul, MN 55114

P. (612) 859-8299

Mechanical, Electrical, & Plumbing Engineer

I hereby certify these plans and specifications were prepared by me or under my direct personal supervision and that I am a duly licensed professional architect under the laws of the state of Minnesota.

Signature:

Printed Name:

Registration Number:

212 N 3rd Avenue, Ste. 312

Minneapolis, MN 55401

P: 612-355-7111 www.opnarchitects.com

61723

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A003-A

DOOR SCHEDULE AND

FINISH SPECIFICATIONS

26708000

100% CONSTRUCTION

DOCUMENTS

CITY OF MINNEAPOLIS - RESTACK

RENO RM 121

MUNICIPAL BUILDING COMMISSION

JOSEPH D.L. WALLACE

350 S 5th St

, Minneapolis, MN 55415

350 S 5th St

Minneapolis, MN 55415

ROOM FINISH SCHEDULE

Level Number ROOM NAME

FLOOR WALL FINISH

CEILING FINISHFINISH BASE NORTH EAST SOUTH WEST

Level 1

Level 1 121-06 MEETING AREA CPT-1 VB-1 PT-TBD PT-TBD PT-TBD PT-TBD ACP-1

Level 1 121-02 CHANGING CPT-1 VB-1 PT-TBD PT-TBD PT-TBD PT-TBD GYP

Level 1 121-01 LOCKERS CPT-1 VB-1 PT-TBD PT-TBD PT-TBD PT-TBD ACP-1

Level 1 121-05 STORAGE EXIST. VB-1 PT-TBD PT-TBD PT-TBD PT-TBD EXIST.

Level 1 121-04 CHANGING CPT-1 VB-1 PT-TBD PT-TBD PT-TBD PT-TBD EXIST.

Level 1 121-03 GEAR STORAGE EXIST. VB-1 PT-TBD PT-TBD PT-TBD PT-TBD EXIST.

DOOR HARDWARE REMARKS

1. SALVAGED WOOD DOOR IN NEW FRAME - PROVIDE PREP

FOR NEW HARDWARE AND HINGES AS SPECIFIED AND NEW

WOOD FRAME & CASINGS TO MATCH EXISTING DOOR

FINISH.

2. PROVIDE OCCUPANCY INDICATOR.

3. PROVIDE NEW DOOR HARDWARE ON EXISTING DOOR AND

FRAME - PROTECT IN PLACE. SEE GENERAL NOTES.

MINNEAPOLIS CITY HALL FINISH STANDARDS (FOR REFERENCE)

OS

OS

OS

OS

OS

OS

F

F

F

F

OS

F S

D

F S

D

C O

CO

CO

C O

CO

MEETING

AREA

121-06

STORAGE

121-05

CHANGING

121-04

GEAR

STORAGE

121-03

DATA

141-12

SHAFT

141-12A

STAIR

STE-01

STOR

SHAFT 2

CIRC

C1-02

REMOVE EXIST. WOOD LOCKER

BASE

DEMO PORTION OF BRICK WALL

FOR NEW PENETRATION -

REFER TO MECH

GENERAL NOTES

1. IDENTIFICATION AND/OR ABATEMENT

OF HAZARDOUS MATERIALS IS NOT

PART OF THIS SCOPE OF WORK. IF

ASBESTOS OR OTHER HAZARDOUS

MATERIALS ARE ENCOUNTERED, THE

CONTRACTOR SHALL NOTIFY THE

OWNER IMMEDIATELY.

2. REMOVE LOOSE PAINT AND

MISCELLANEOUS HANGING OBJECTS

FROM WALLS AND CEILINGS AT ALL

AREAS TO RECEIVE NEW FINISHES.

3. OPENING IN THE EXISTING STRUCTURE

SMALLER THAN 12" IN ANY DIRECTION

ARE NOT IDENTIFIED ON THESE

DRAWINGS. SUB-CONTRACTORS

SHALL BE RESPONSIBLE FOR

PROVIDING OPENINGS SMALLER THAN

12" AS REQUIRED FOR INSTALLATION

OF THEIR WORK.

4. OPENINGS IN THE EXISTING

STRUCTURE SHALL NOT BE MADE

WITHOUT PRIOR APPROVAL OF THE

STRUCTURAL ENGINEER.

5. PATCH AND REPAIR ALL EXISTING

FLOOR SLABS AND WALL SURFACES

DAMAGED FROM DEMOLITION OR

PRIOR USE.

6. PATCH ALL AREAS OF ELECTRICAL

AND MECHANICAL DEMOLITION THAT

WILL NOT BE REUSED.

7. CONTRACTOR TO FIELD VERIFY ALL

EXISTING DIMENSIONS AND

CONDITIONS. IN THE EVENT OF A

DISCREPANCY BETWEEN THE

DRAWINGS AND THE EXISTING

CONDITIONS, NOTIFY THE ARCHITECT

BEFORE PROCEEDING.

8. DO NOT REMOVE ANY ITEMS WHICH

JEOPARDIZE THE STRUCTURAL

INTEGRITY OF THE BUILDING. IF

HIDDEN ELEMENTS OR DETERIORATED

ELEMENTS ARE ENCOUNTERED,

NOTIFY THE ARCHITECT IMMEDIATELY.

9. EXISTING BUILDING IS TO REMAIN

WEATHER-TIGHT DURING ALL

DEMOLITION ACTIVITIES.

10. REFER TO CONSULTANT DRAWINGS

FOR ADDITIONAL DEMOLITION OF

OTHER DISCIPLINES.

11. PROTECT ALL ADJACENT AREAS AND

ITEMS "TO REMAIN" DURING

DEMOLITION/CONSTRUCTION.

REPAIR/REPLACE ALL ITEMS DAMAGED

DURING CONSTRUCTION.

12. EXISTING BUILDING CONDITIONS

SHOWN ON THESE DRAWINGS ARE

DERIVED FROM DRAWINGS OF THE

ORIGINAL BUILDING AND FROM LIMITED

FIELD OBSERVATION.

13. INDICATED EXISTING BUILDING

CONDITIONS ARE ASSUMED TO BE

REPRESENTATIVE OF THE ACTUAL

CONSTRUCTION OF THE BUILDING.

LOCAL CONDITIONS MAY VARY.

14. THE CONTRACTOR SHALL PROVIDE

AND MAINTAIN ADDITIONAL MEANS OF

EGRESS AS NEEDED AS A RESULT OF

CONSTRUCTION SEQUENCING AND/OR

REGULATORY REQUIREMENTS.

MEETING

AREA

121-06

CHANGING

121-04

GEAR

STORAGE

121-03

STORAGE

121-05

DEMOLITION LEGEND

INDICATES EXISTING 1 HR

FIRE BARRIER

DENOTES AREA OF

COMPLETE REMOVAL OF AN

EXISTING BUILDING ELEMENT

DEMOLITION CEILING LEGEND

EXISTING CEILING OR CEILING

COMPONENT TO BE

REMOVED IN ITS ENTIRETY,

INCLUDING LIGHT FIXTURES,

MECHANICAL GRILLES,

CEILING FANS, AND

ELECTRICAL DEVICES;

UNLESS NOTED OTHERWISE

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Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

© 2025 OPN Architects, Inc.

Project

VICTUS ENGINEERING

2327 Wycliff St Ste 230

St Paul, MN 55114

P. (612) 859-8299

Mechanical, Electrical, & Plumbing Engineer

I hereby certify these plans and specifications were prepared by me or under my direct personal supervision and that I am a duly licensed professional architect under the laws of the state of Minnesota.

Signature:

Printed Name:

Registration Number:

212 N 3rd Avenue, Ste. 312

Minneapolis, MN 55401

P: 612-355-7111 www.opnarchitects.com

61723

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AD101-A

ROOM 121 DEMO PLANS

26708000

100% CONSTRUCTION

DOCUMENTS

9/24/2026

CITY OF MINNEAPOLIS - RESTACK

RENO RM 121

MUNICIPAL BUILDING COMMISSION

JOSEPH D.L. WALLACE

350 S 5th St

, Minneapolis, MN 55415

350 S 5th St

Minneapolis, MN 55415

1/8" = 1'-0"

FIRST LEVEL DEMO FLOOR PLAN

1/8" = 1'-0"

LEVEL 1 DEMO RCP

OS OS

F F

FF

F

F

FOS

SS S S

SS S S

SS S S

WAP

F S

D

F S

D

C O

CO

CO

C O

CO

F S

D

MEETING

AREA

121-06

LOCKERS

121-01 CHANGING

121-04

GEAR

STORAGE

121-03

STORAGE

121-05

CHANGING

121-02

ACP-1

10'-0" AFFEXIST. HT.

GYP

9'-0" AFF

REPLACE SALVAGED LIGHTS -

SEE ELEC. FOR MORE

INFORMATION

ACP-1

9'-0" AFFEXIST. HT.

PROTECT EXISTING BULKHEAD IN PLACE

EXIST.

EXIST.

STAIR

STE-01

STOR

CIRC

C1-02

SHAFT 2

DATA

141-12

SHAFT

141-12A

ACP-1

10'-0" AFFEXIST. HT

MEETING

AREA

121-06

CHANGING

121-02

LOCKERS

121-01

STORAGE

121-05

CHANGING

121-04

GEAR

STORAGE

121-03

DATA

141-12

SHAFT

141-12A

STAIR

STE-01

STOR

SHAFT 2

CIRC

C1-02

-0

B

-0

A

-0

C

A2 0c

A2 0c

A101-A

ALT

A1 0c

A1 0c

A2 0c

OFCI SALVAGED WOOD DOOR IN EXISTING FRAME -

PROVIDE NEW HARDWARE, WOOD CASINGS TO MATCH

EXIST. SEE DOOR SCHEDULE.

A101-A4

A101-A7

ANGLED STEEL DOOR

STOP - ANCHORED AT SLAB,

PAINT TO MATCH DOOR

A2 0c

A2 0c SHELVING - OFOI

BENCH - OFOI

1'-4"

INCLUDE A MINIMUM OF TWO

(2) KICKERS TO RED IRON

FOR ADDITIONAL SUPPORT -

REFER TO WALL TYPES

-0

1 PROVIDE BRAKE METAL TRIM

ENCLOSURE AT WALL

PENETRATION - BOTH SIDES

FURN SHOWN

FOR REF. OFOI

-0

121-04

PATCH COLUMN

FOR DEMO

EXTENTS

CHANGING

121-02

TILE WAINSCOT

- SEE FINISH SCHED.

FD

TILE SHOWER - SLOPE TO DRAIN

NOTE: FLOOR AND WALL TILE PROVIDED BY OWNER - OFCI. SEE FINISH SCHEDULE

-0

GENERAL NOTES

1. REFER TO 'MUNICIPAL BUILDING

COMMISSION (MBC) STANDARDS FOR

MORE INFORMATION. IN THE EVENT

OF A DISCREPANCY, MBC STANDARDS

GOVERNS.

2. REFER TO RESPONSIBILITY MATRIX

INDICATED ON A001.

3. DIMENSIONS ARE MEASURED FACE-

OF-FINISH TO FACE-OF-FINISH OR

ROUGH MASONRY OPENING UNLESS

NOTED OTHERWISE - TYPICAL FOR ALL

DRAWINGS.

4. FIELD VERIFY ALL DIMENSIONS AND

EXISTING CONDITIONS - TYPICAL FOR

ALL DRAWINGS.

5. IN THE EVENT OF A DISCREPANCY

BETWEEN ARCHITECTURAL AND

CONSULTANT DRAWINGS, NOTIFY

ARCHITECT IMMEDIATELY PRIOR TO

COMMENCING WORK - TYPICAL FOR

ALL DRAWINGS.

6. ALL PENETRATIONS IN FIRE RATED

FLOORS AND WALLS MUST BE SEALED

WITH APPROPRIATE FIRESTOPPING

SYSTEM.

7. PATCH AND REPAIR EXISTING FLOOR

SLABS AND WALL SURFACES

DAMAGED FROM DEMOLITION.

GENERAL NOTES

1. CEILINGS ARE ACP-1 U.N.O.

2. CEILING-MOUNTED FIXTURES,

SPRINKLERS AND EQUIPMENT SHALL

BE CENTERED IN CEILING PANELS OR

GYPSUM BOARD SOFFITS AND

EQUALLY SPACED UNLESS NOTED

OTHERWISE

3. CENTER CEILING GRID IN ROOMS AS

SHOWN UNLESS NOTED OTHERWISE.

4. CONCEALED SPRINKLER HEAD

COVERS SHALL BE PAINTED BY

MANUFACTURER TO MATCH ADJACENT

SOFFIT/ACP UNLESS NOTED

OTHERWISE.

5. COORDINATE LOCATIONS OF EXIT

LIGHTS AND EMERGENCY LIGHTS

SHOWN ON ARCHITECTURAL

DRAWINGS. IN THE EVENT OF A

DISCREPANCY, VERIFY WITH

ARCHITECT PRIOR TO INSTALLATION.

6. CEILING FIXTURE DIMENSIONS ARE

TAKEN FROM CENTERLINE OF FIXTURE

UNLESS NOTED OTHERWISE.

7. REFER TO ARCHITECTURAL DRAWINGS

(ELEVATIONS & REFLECTED CEILING

PLANS) FOR ALL MECHANICAL AND

ELECTRICAL DEVICE AND FIXTURE

LOCATIONS & MOUNTING HEIGHTS. IF

NOT CLEARLY SPECIFIED, CONTACT

ARCHITECT FOR FURTHER

CLARIFICATION. MECHANICAL &

ELECTRICAL DRAWINGS ARE FOR

FIXTURE TYPE REFERENCE ONLY.

8. PAINT ALL EXPOSED STRUCTURE,

DECK, DUCTWORK, CONDUIT, ETC. IN

AREAS NOTED TO BE OPEN TO

STRUCTURE UNLESS NOTED

OTHERWISE. PAINTING OF EXPOSED

STRUCTURE TO BE DONE AFTER ALL

UTILITIES ARE INSTALLED.

CEILING TYPES

ACP-1

MANUFACTURER: TBD

STYLE: MATCH EXISTING.

EDGE TRIM: COMPASSO

(TYPICAL)

SIZE: 2' X 2'

GRID: 9/16" CENTRICITEE

DXT (COORDINATE

WITH OWNER-

PROVIDED CEILING

TILE.

COLOR: WHITE

GRID COLOR: WHITE

APPLICATION: SEE RCP -

COORDINATE WITH MBC ON

REPLACEMENT OF SALVAGED OR

ATTIC STOCK CEILING TILE IN NEW

CEILING GRID.

GYP

GYPSUM BOARD CEILING ON METAL

STUD FRAMING

DASHED LINE DENOTES

LOCATIONS OF ACOUSTIC

PARTITIONS TO RECEIVE

ACOUSTICAL BATT INSULATION

AND SOUND SEALANT AT

PERIMETER AND PENETRATIONS.

REFER TO FLOOR PLANS FOR

WALL TYPES.

WALL BASE - AS SCHEDULED

EQ EQ PROVIDE BLOCKING AS REQ'D

FOR NEW EQUIPMENT - PT TO

MATCH WALL

TV - OFOI

WALL BASE - AS SCHEDULED

PROVIDE BLOCKING AS

REQ'D FOR NEW EQUIPMENT

TV - OFOI

WALL BASE - AS SCHEDULED

24X76X24 SLOPED TOP STEEL

LOCKERS & BENCH - OFOI

STEEL SCRIBE, BOTH SIDES -

MATCH PROFILE - OFOI

WALL BASE - AS SCHEDULED

1/8" = 1'-0"

LEVEL 1 RCP

1/8" = 1'-0"

FIRST LEVEL FLOOR PLAN

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20 21

Sheet Name

Key Plan

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

© 2025 OPN Architects, Inc.

Project

VICTUS ENGINEERING

2327 Wycliff St Ste 230

St Paul, MN 55114

P. (612) 859-8299

Mechanical, Electrical, & Plumbing Engineer

I hereby certify these plans and specifications were prepared by me or under my direct personal supervision and that I am a duly licensed professional architect under the laws of the state of Minnesota.

Signature:

Printed Name:

Registration Number:

212 N 3rd Avenue, Ste. 312

Minneapolis, MN 55401

P: 612-355-7111 www.opnarchitects.com

61723

/2

/2

:4

:1

A M

A101-A

ROOM 121 PLANS

26708000

100% CONSTRUCTION

DOCUMENTS

9/24/2026

CITY OF MINNEAPOLIS - RESTACK

RENO RM 121

MUNICIPAL BUILDING COMMISSION

JOSEPH D.L. WALLACE

350 S 5th St

, Minneapolis, MN 55415

350 S 5th St

Minneapolis, MN 55415

1/4" = 1'-0"

ALT 1 - ENLARGED PLAN - SHOWER ROOM

1/4" = 1'-0"

INT ELEVATION - MEETING WEST

1/4" = 1'-0"

INT ELEVATION - MEETING NORTH

1/4" = 1'-0"

INT ELEVATION - MEETING SOUTH

1/4" = 1'-0"

INT. ELEVATION - LOCKERS - WEST

1/4" = 1'-0"

INT. ELEVATION - LOCKERS NORTH

PIV

PIPING ANNOTATION

DESCRIPTIONSYMBOL

DESCRIPTIONSYMBOL

SYMBOLS

SPRINKLER MAIN WITH ASSOCIATED

RISER ZONE NUMBER

SM-#

FIRE SPRINKLER PIPEF

FIRE SPRINKLER PIPE WITH

SIZE OF PIPE NOTED

#"F

#" FIRE DEPARTMENT CONNECTION PIPE#"FDC

ABBREVIATIONS

SYMBOL

ABBREVIATIONS

DESCRIPTIONSYMBOL

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURE/ARCHITECT

AUX AUXILIARY

AVG AVERAGE

BAS BUILDING AUTOMATION SYSTEM

BFF BELOW FINISHED FLOOR

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BMS BUILDING MANAGEMENT SYSTEM

BOB BOTTOM OF BEAM

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

CL CENTERLINE

CLG CEILING

CLR CLEAR

CONT CONTINUED

DIA DIAMETER

DIM DIMENSION

DIV DIVISION

DN DOWN

DNA DATA NOT AVAILABLE

DPS DIFFERENTIAL PRESSURE SWITCH

DPT DIFFERENTIAL PRESSURE TRANSMITTER

DWG(S) DRAWING(S)

(E) EXISTING

EA EXHAUST AIR OR EACH OR ENTERING AIR (PER CONTEXT)

EC ELECTRICAL CONTRACTOR

ECM ELECTRONICALLY COMMUTATED MOTOR

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EQ EQUAL

EQU EQUIPMENT

EXT EXTERNAL

F FAHRENHEIT

FDC FIRE DEPARTMENT CONNECTION

FDV FIRE DEPARTMENT VALVE

FF FINISHED FLOOR

FLR FLOOR

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPS FEET PER SECOND

FS FLOW SWITCH

FT FEET / FOOT

FT-HD HEAD IN FEET

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GC GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HD HEAD

HORIZ HORIZONTAL

HP HORSEPOWER OR HIGH PRESSURE (PER CONTEXT)

HR HOUR

HZ HERTZ

ID INSIDE DIAMETER OR INDIRECT DRAIN (PER CONTEXT)

IE INVERT ELEVATION

IN INCH/INCHES

IPS IRON PIPE SIZE

KW KILOWATTS

LB(S) POUNDS

LF LINEAR FEET

LIQ LIQUID

LRA LOCKED ROTOR AMPS

LVL LEVEL

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MCA MINIMUM CIRCUIT AMPS

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM OR MINUTE (PER CONTEXT)

MTD MOUNTED

MV MANUAL (AIR) VENT

NA NOT APPLICABLE OR NOT AVAILABLE (PER CONTEXT)

NEG NEGATIVE

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OS&Y OUTSIDE STEM AND YOKE

PD PRESSURE DROP

PH PHASE

PIV POST-INDICATOR VALVE

PLBG PLUMBING

PRV PRESSURE REGULATING/REDUCING VALVE

PSC PERMANENT SPLIT CAPACITOR MOTOR

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

QTY QUANTITY

REQD REQUIRED

RLA RUNNING LOAD AMPS

RM ROOM

RPM REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

SF SQUARE FOOT

SHT SHEET

SP STATIC PRESSURE

SPD STATIC PRESSURE DIFFERENTIAL

SPKLR SPRINKLER

SQ SQUARE

SS STAINLESS STEEL

TBD TO BE DETERMINED

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE OR TEMPORARY (PER CONTEXT)

TOD TOP OF DUCT

TOP TOP OF PIPE

TPD TOTAL PRESSURE DROP

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UG UNDERGROUND

V VOLTS

VAC VACUUM

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

W/O WITHOUT

WC WATER COLUMN

WG WATER GAUGE

WPD WATER PRESSURE DIFFERENTIAL

WT WEIGHT

DESCRIPTION

PIPE ANCHOR

CONTINUATION PIPE NOT SHOWN

REDUCER

BACKFLOW PREVENTER

DISCONNECT FROM EXISTING

CONNECT NEW TO EXISTING

PIPE CAP

PIPE DOWN

PIPE GUIDE

PIPE TEE

PIPE TEE DOWN

PIPE TEE UP

PIPE UP

PIPE ELBOW

SPRINKLER RISER

FIRE DEPARTMENT CONNECTION (FDC)

FULLY CONCEALED PENDENT SPRINKLER

EXPOSED UPRIGHT SPRINKLER

HORIZONTAL SIDEWALL SPRINKLER

DRY PENDENT SPRINKLER

D

(E) F EXISTING TO REMAIN

DEMOLISHED

BACKFLOW PREVENTER

CONTINUATION PIPE NOT SHOWN

DRY PENDENT SPRINKLER

FIRE DEPARTMENT CONNECTION (FDC)

OS&Y VALVE (SUPERVISED STUT-OFF VALVE)

DRY PENDENT SPRINKLER

POST INDICATOR VALVE (PIV)

PRESSURE GAUGE W/COCK

RECESSED PENDENT SPRINKLER

SPRINKLER ZONE CONTROL VALVE

ASSEMBLY

STRAINER

UNION

FIRE PROTECTION GENERAL NOTES

A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF

NATIONAL AND LOCAL CODES, WHICHEVER IS MORE STRINGENT.

B. FINAL DESIGN/CONSTRUCTION DOCUMENTS SHALL BE

PREPARED BY A REGISTERED/CERTIFIED SPRINKLER DESIGNER

PROFICIENT IN FIRE PROTECTION SYSTEM DESIGN AND SHALL

BE IN ACCORDANCE WITH THE LOCAL AUTHORITY HAVING

JURISDICTION. CONTRACTOR SHALL OBTAIN ALL REQUIRED

PERMITS AND APPROVALS FROM THE LOCAL AUTHORITY

HAVING JURISDICTION.

C. DRAWINGS ARE DIAGRAMMATIC, INTENDED TO CONVEY THE

SCOPE OF WORK AND GENERAL ARRANGEMENT OF THE

SYSTEM. COORDINATE THE SPRINKLER SYSTEM LAYOUT WITH

ALL ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING AND

ELECTRICAL COMPONENTS. PROVIDE OFFSETS AS NECESSARY

TO AVOID CONFLICTS.

D. ALL SPRINKLER PIPING ELEVATIONS ARE TO BE COORDINATED

WITH STRUCTURE, CEILINGS, MECHANICAL, PLUMBING AND

ELECTRICAL TRADES PRIOR TO ORDERING OF MATERIALS.

E. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPES AND

HEIGHTS, AND LOCATIONS OF EXPOSED STRUCTURE.

COORDINATE ALL SPRINKLER LOCATIONS IN AS AESTHETIC

SPACING AS POSSIBLE. REVIEW SPRINKLER PLANS WITH

ARCHITECT/ENGINEER BEFORE INSTALLATION.

F. ROUTE SPRINKLER PIPING AS HIGH AS POSSIBLE THROUGHOUT

STRUCTURE, UNLESS SPECIFICALLY NOTED OTHERWISE ON

DRAWINGS.

G. ALL PIPING AND SPRINKLERS IN EXPOSED AREAS SHALL BE

COORDINATED WITH ARCHITECTURAL AND STRUCTURAL

FEATURES, DUCTWORK AND LIGHTS. EXPOSED SPRINKLERS

SHALL BE UPRIGHT UNLESS SPECIFICALLY SHOWN OTHERWISE

ON THE DRAWINGS.

H. SPRINKLER CONTRACTOR TO DETERMINE AVAILABLE WATER

PRESSURES AND FLOW FROM LOCAL WATER DEPARTMENT.

CONTRACTOR SHALL SUBMIT HYDRANT FLOW TEST DATA THAT

IS NOT MORE THAN ONE YEAR OLDER THAN THE DATE OF SHOP

DRAWING SUBMITTAL.

I. COORDINATE INSTALLATION OF ALL PIPING SYSTEMS WITH

GENERAL CONTRACTOR TO PREVENT PIPING FREEZEUPS.

NOTIFY ARCHITECT AND ENGINEER OF AREAS FOR POTENTIAL

FREEZEUP CONCERNS.

J. ALL HOLES FOR PIPING AND CONDUIT SHALL BE DRILLED OR

CORE DRILLED, NO BREAKING OF CONCRETE OR C.M.U. SHALL

BE PERMITTED.

K. MECHANICAL TEE AND EXTRUDED TEE FITTINGS ARE NOT

ALLOWED.

L. ALL PENETRATIONS AT FIRE WALLS, FIRE BARRIERS AND SMOKE

BARRIERS (OR OTHER RATED ASSEMBLIES REQUIRED TO BE

SEALED PER SPECIFICATIONS. REFER TO ARCHITECTURAL CODE

PLAN.

FIRE DEMOLITION NOTES

A. FIRE PROTECTION CONTRACTOR'S SCOPE OF WORK INCLUDES

MODIFICATION TO THE EXISTING AUTOMATIC SPRINKLER

SYSTEM IN ALL AREAS OF RENOVATION. SPRINKLER PIPING

SHALL BE MODIFIED AS NEEDED TO ACCOMODATE NEW FLOOR

PLAN AND NEW REFLECTED CEILING PLANS. FIRE PROTECTION

CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL

OTHER TRADES.

B. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL

DEMOLITION NOTES THAT MIGHT EFFECT FIRE PROTECTION

WORK AND VICE VERSA

C. VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING

DEMOLITION WORK. COORDINATE THE EXTENT OF DEMOLITION

WORK AND EXISTING SYSTEMS, EQUIPMENT, AND FIXTURES TO

REMAIN AND BE RE-USED. NOTIFY ENGINEER OF ANY

CONFLICTS OR UNEXPECTED CONDITIONS IMMEDIATELY.

D. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF

NATIONAL AND LOCAL CODES, WHICHEVER IS MORE STRINGENT.

E. COORDINATE DEMOLITION WORK WITH SCHEDULES,

CONSTRUCTION REQUIREMENTS, AND SUBCONTRACTOR'S

OPERATIONS. COORDINATE SEQUENCING WITH THE ALL

DISCIPLINES, AND, WHERE SUCH EXISTS, OWNER

REPRESENTATIVE.

F. NO WORK SHALL BE STARTED WHICH AFFECTS EXISTING

FACILITY OPERATIONS WITHOUT PRIOR COORDINATION AND

APPROVAL OF THE WORK WITH THE OWNER’S REPRESENTATIVE

(WHERE SUCH EXISTS).

G. PROVIDE FIRE PROTECTION EQUIPMENT (FIRE EXTINGUISHERS,

ETC.) AS REQUIRED FOR DEMOLITION & CONSTRUCTION

ACTIVITIES.

H. FACILITY NEEDS TO BE KEPT WEATHER TIGHT REGARDLESS OF

WEATHER CONDITIONS. MAINTAIN WEATHER TIGHT CONDITIONS

24 HOURS A DAY FOR THE DURATION OF THE PROJECT.

I. ANY WALL, FLOOR, ROOF, OR PARTITION PATCHING MADE

NECESSARY BY THE FIRE PROTECTION DEMOLITION SCOPE

SHALL BE COORDINATED BY THE FIRE PROTECTION

CONTRACTOR WITH ARCHITECTURAL / GENERAL TRADES.

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Sheet Number

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

© 2025 OPN Architects, Inc.

Project

VICTUS ENGINEERING

2327 Wycliff St Ste 230

St Paul, MN 55114

P. (612) 859-8299

Mechanical, Electrical, & Plumbing Engineer

I hereby certify these plans and specifications were prepared by me or under my direct personal supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota.

Signature:

Printed Name:

Registration Number:

212 N 3rd Avenue, Ste. 312

Minneapolis, MN 55401

P: 612-355-7111 www.opnarchitects.com

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FIRE PROTECTION TITLE

SHEET & SCHEDULES

26708000

100% CD SET 09/24/2026

CITY OF MINNEAPOLIS - RESTACK

RENO

MUNICIPAL BUILDING COMMISSION

Somphavanh Boualaphanh

350 S 5TH ST

MINNEAPOLIS, MN 55415

350 S 5th St

Minneapolis, MN 55415

FIRE PROTECTION SHEET INDEX

SHEET NO. SHEET NAME

F000 FIRE PROTECTION TITLE SHEET & SCHEDULES

F101-A FIRE PROTECTION PLANS - ROOM 121

FD101-A FIRE PROTECTION DEMO PLAN - ROOM 121

FIRE PROTECTION SPRINKLER SYSTEM DESIGN CRITERIA

AREA PROTECTED CEILING TYPE HAZARD CLASSIFICATION SYSTEM TYPE DESIGN DENSITY

DESIGN AREA (MOST

DEMANDING AREA)

AREA MAXIMUM SQ FT

HEAD

HOSE

ALLOWANCE

WATER SUPPLY

DURATION (HR)

SPRINKLER HEADS

NOTES TYPE RESPONSE

TEMP RATING

(°F) FINISH

LAY-IN CEILING LIGHT HAZARD WET 0.10 GPM/SQ FT 1500 SQ FT 225 100 GPM 0.5 FULLY CONCEALED PENDENT QUICK 165 WHITE

GYP BOARD LIGHT HAZARD WET 0.10 GPM/SQ FT 1500 SQ FT 225 100 GPM 0.5 RECESSED PENDENT QUICK 165 CHROME PLATED

EXPOSED STRUCTURE LIGHT HAZARD WET 0.10 GPM/SQ FT 1500 SQ FT 225 100 GPM 0.5 UPRIGHT QUICK 165 BRONZE

EXPOSED STRUCTURE ORDINARY HAZARD GROUP 1 WET 0.15 GPM/SQ FT 1500 SQ FT 130 250 GPM 1 UPRIGHT QUICK 165 BRONZE

KEYNOTE LEGEND

1. DASHED LINE AREA INDICATES EXISTING FIRE PROTECTION SPRINKLERS TO BE

DISCONNECTED AND REMOVED TO ACCOMMODATE NEW CEILING LAYOUT.

TERMINATE BRANCH PIPING FOR RECONNECTION TO NEW SPRINKLERS.

2. EXISTING FIRE PROTECTION VALVE, HOSE CONNECTION AND STANDPIPE TO

REMAIN.

1/8" = 1'-0"

FIRE PROTECTION DEMOLITION PLAN - ROOM 121

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Sheet Number

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

© 2025 OPN Architects, Inc.

Project

VICTUS ENGINEERING

2327 Wycliff St Ste 230

St Paul, MN 55114

P. (612) 859-8299

Mechanical, Electrical, & Plumbing Engineer

I hereby certify these plans and specifications were prepared by me or under my direct personal supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota.

Signature:

Printed Name:

Registration Number:

212 N 3rd Avenue, Ste. 312

Minneapolis, MN 55401

P: 612-355-7111 www.opnarchitects.com

47146

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FD101-A

FIRE PROTECTION DEMO

PLAN - ROOM 121

26708000

100% CD SET 09/24/26

CITY OF MINNEAPOLIS - RESTACK

RENO

MUNICIPAL BUILDING COMMISSION

Somphavanh Boualaphanh

350 S 5TH ST

MINNEAPOLIS, MN 55415

350 S 5th St

Minneapolis, MN 55415

N

KEYNOTE LEGEND

1. EXISTING FIRE PROTECTION VALVE, HOSE CONNECTION AND STANDPIPE TO

REMAIN.

2. FIRE MAIN SERVING AREA OF NEW WORK FROM THIS RISER CONTROL VALVE.

3. DASHED LINE AREA INDICATES AREA WITH NEW SPRINKLER WORK; MODIFY

EXISTING FIRE PROTECTION PIPING AS REQUIRED FOR NEW SPRINKLER LAYOUT.

1 2

(E) 3" F

MEETING AREA

121-06

LOCKERS

121-01

CHANGING

121-02

CHANGING

121-04

GEAR STORAGE

121-03

SHAFT 2

STORAGE

121-05

1 2

(E) 3" F

MEETING AREA

121-06

LOCKERS

121-01

CHANGING

121-04

GEAR STORAGE

121-03

SHAFT 2

STORAGE

121-05

SHOWER/TOILET

121-02

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19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

© 2025 OPN Architects, Inc.

Project

VICTUS ENGINEERING

2327 Wycliff St Ste 230

St Paul, MN 55114

P. (612) 859-8299

Mechanical, Electrical, & Plumbing Engineer

I hereby certify these plans and specifications were prepared by me or under my direct personal supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota.

Signature:

Printed Name:

Registration Number:

212 N 3rd Avenue, Ste. 312

Minneapolis, MN 55401

P: 612-355-7111 www.opnarchitects.com

47146

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F101-A

FIRE PROTECTION PLANS -

ROOM 121

26708000

100% CD SET 09/24/2026

CITY OF MINNEAPOLIS - RESTACK

RENO

MUNICIPAL BUILDING COMMISSION

Somphavanh Boualaphanh

350 S 5TH ST

MINNEAPOLIS, MN 55415

350 S 5th St

Minneapolis, MN 55415

NN

NO SCALE

FIRE PROTECTION PLAN - ROOM 121

1/8" = 1'-0"

FIRE PROTECTION PLAN - ROOM 121 RESTROOM ALTERNATE

COLD WATER (CW)

CONDENSATE DRAIN (SEE DIV 23 SPEC)

HOT WATER (HW)

RECIRCULATING HOT WATER (RHW)

SANITARY WASTE ABOVE GRADE

SANITARY BELOW GRADE

SANITARY VENT

W

PIPING ANNOTATION PLUMBING SYMBOLS

EQUIPMENT TAG

UNIT NUMBER

EQUIPMENT TYPE

PIPE ANCHOR

CLEAN OUT

CLEAN OUT (FLOOR)

CLEAN OUT (WALL)

FLOW DIRECTION

CONTINUATION PIPE NOT SHOWN

REDUCER

WCO

FCO

DESCRIPTIONSYMBOLDESCRIPTIONSYMBOL

STORM/RWL ABOVE GRADE

STORM/RWL BELOW GRADE

W

OVERFLOW STORM/RWL ABOVE GRADE

OVERFLOW STORM/RWL BELOW GRADE

ABBREVIATIONS

SYMBOL

ABBREVIATIONS

DESCRIPTIONSYMBOL

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURE/ARCHITECT

AUX AUXILIARY

AVG AVERAGE

BFF BELOW FINISHED FLOOR

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BMS BUILDING MANAGEMENT SYSTEM

BOB BOTTOM OF BEAM

BOP BOTTOM OF PIPE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNITS PER HOUR

BWV BACKWATER VALVE

CD CONDENSATE

CL CENTERLINE

CLG CEILING

CLR CLEAR

CO CLEAN OUT OR CARBON MONOXIDE (PER CONTEXT)

CONT CONTINUED

DEG DEGREES

DIA DIAMETER

DIM DIMENSION

DIV DIVISION

DN DOWN

DNA DATA NOT AVAILABLE

DS DOWNSPOUT

DW DISHWASHER

DWG(S) DRAWING(S)

(E) EXISTING

EA EXHAUST AIR OR EACH OR ENTERING AIR (PER CONTEXT)

EC ELECTRICAL CONTRACTOR

ECM ELECTRONICALLY COMMUTATED MOTOR

EFF EFFICIENCY

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EQ EQUAL

EQU EQUIPMENT

EXT EXTERNAL

F FAHRENHEIT

FF FINISHED FLOOR

FLR FLOOR

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPS FEET PER SECOND

FS FLOW SWITCH

FT FEET / FOOT

FT-HD HEAD IN FEET

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GC GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HD HEAD

HORIZ HORIZONTAL

HP HORSEPOWER OR HIGH PRESSURE (PER CONTEXT)

HR HOUR

HZ HERTZ

ID INSIDE DIAMETER OR INDIRECT DRAIN (PER CONTEXT)

IE INVERT ELEVATION

IN INCH/INCHES

IPS IRON PIPE SIZE

KW KILOWATTS

LB(S) POUNDS

LF LINEAR FEET

LIQ LIQUID

LRA OCKED ROTOR AMPS

LVL LEVEL

MAX MAXIMUM

MBH THOUSAND BRITISH THERMAL UNITS PER HOUR

MC MECHANICAL CONTRACTOR

MCA MINIMUM CIRCUIT AMPS

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM OR MINUTE (PER CONTEXT)

MTD MOUNTED

NA NOT APPLICABLE OR NOT AVAILABLE (PER CONTEXT)

NC NORMALLY CLOSED

NEG NEGATIVE

NO NORMALLY OPEN OR NUMBER (PER CONTEXT)

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OS&Y OUTSIDE STEM AND YOKE

PD PRESSURE DROP

PH PHASE

PIV POST-INDICATOR VALVE

PLBG PLUMBING

PPH POUNDS PER HOUR

PPM PARTS PER MILLION

PRV PRESSURE REGULATING/REDUCING VALVE

PSC PERMANENT SPLIT CAPACITOR MOTOR

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

QTY QUANTITY

REQD REQUIRED

RLA RUNNING LOAD AMPS

RM ROOM

RPM REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

SAN SANITARY

SF SQUARE FOOT

SHT SHEET

SPKLR SPRINKLER

SQ SQUARE

SS STAINLESS STEEL

T&P TEMPERATURE AND PRESSURE

TBD TO BE DETERMINED

TD TEMPERATURE DIFFERENTIAL

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE OR TEMPORARY (PER CONTEXT)

TMV THERMOSTATIC MIXING VALVE

TOD TOP OF DUCT

TOP TOP OF PIPE

TPD TOTAL PRESSURE DROP

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UG UNDERGROUND

V VOLTS

VAC VACUUM

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

W/O WITHOUT

WC WATER COLUMN

WG WATER GAUGE

WPD WATER PRESSURE DIFFERENTIAL

WT WEIGHT

DESCRIPTION

FIXTURE TAG

DISCONNECT FROM EXISTING

FD-1

NATURAL GAS (SEE DIV 23 SPEC)

V

SD

SD

OSD

OSD

CD

G

NON-POTABLENP

140° HOT WATER

140° RECIRCULATING HOT WATER

140°

140°

ACID WASTE

ACID VENT

AW

AV

GREASE WASTEGW

COMPRESSED AIRA

CO

CONNECT NEW TO EXISTING

PIPE CAP

PIPE DOWN

PIPE GUIDE

PIPE TEE

PIPE TEE DOWN

PIPE TEE UP

PIPE UP

PIPE ELBOW

UNION

EXISTING TO REMAIN(E) W

DEMOLISHED

DEIONIZED WATER

DISTILLED WATER

LABORATORY COMPRESSED AIR

LABORATORY VACUUMLV

LAB PIPING ANNOTATION

DESCRIPTIONSYMBOL

DE

DI

LA

GWH

BACKFLOW PREVENTER

THERMOSTATIC BALANCING VALVE

CHECK VALVE

CONTINUATION PIPE NOT SHOWN

DRAIN VALVE WITH HOSE THREAD AND CAP

FLOW DIRECTION

PRESSURE GAUGE W/COCK

PRESSURE REGULATING DEVICE

PRESSURE RELIEF VALVE

SHUTOFF VALVE (TYP),

STRAINER

THERMOMETER

UNION

PLUMBING GENERAL NOTES

A. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF NATIONAL

AND LOCAL CODES, WHICHEVER IS MORE STRINGENT.

B. PROVIDE OFFSETS AS REQUIRED TO MEET SPACE

REQUIREMENTS AND TO AVOID INTERFERENCE WITH OTHER

TRADES. NOT ALL PIPING RISERS AND DROPS ARE SHOWN.

ROUTE ALL PIPING AS HIGH AS POSSIBLE UNLESS NOTED

OTHERWISE.

C. COORDINATE FINAL LOCATION OF NEW PIPING AND PLUMBING

FIXTURES WITH STRUCTURE, LIGHTING, ARCHITECTURAL

ELEMENTS, DUCTWORK, PIPING AND SPRINKLERS.

D. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS

FOR ACCESS PANELS. ANY PLUMBING EQUIPMENT (VALVES,

ETC.) NEEDING AN ACCESS PANEL NOT INDICATED ON THE

DRAWINGS SHALL ALSO BE PROVIDED BY PLUMBING

CONTRACTOR AND SUBMITTED TO THE ARCHITECT FOR

APPROVAL OF PANEL SIZE, DETAIL, AND PANEL LOCATION PRIOR

TO INSTALLATION OF ITEM REQUIRING ACCESS.

E. PROVIDE SLEEVES AT EACH PENETRATION OF FIRE AND SMOKE

RATED ASSEMBLIES AND SEAL PER SPECIFICATIONS.

F. COORDINATE FINAL LOCATION AND ELEVATION / MOUNTING

HEIGHT OF ALL WALL DEVICES WITH ARCHITECTURAL PLANS.

REFER TO INTERIOR ELEVATIONS, FLOOR, AND FURNITURE

PLANS FOR DETAILS.

G. ALL SANITARY PIPING IS DESIGNED TO, AND SHALL BE, SLOPED

AT NO LESS THAN 1/4” PER FOOT (2%).

H. ALL STORM PIPING IS DESIGNED TO, AND SHALL BE, SLOPED AT

NO LESS THAN 1/8” PER FOOT (1%).

I. ALL PLUMBING VENT-THRU-ROOF SHALL BE LOCATED A MINIMUM

OF 2'-0" FROM ANY WALL OR VERTICAL SURFACE AND A MINIMUM

OF 10'-0" FROM FRESH AIR INTAKES. IF THE BUILDING IS A

HEALTH CARE FACILITY, DISTANCE FROM FRESH AIR INTAKES

MUST BE NO LESS THAN 25 FEET.

J. PROVIDE 2-WAY CLEANOUT FOR SANITARY AND STORM

SYSTEMS IMMEDIATELY OUTSIDE OF EXTERIOR WALL.

K. MECHANICAL TEE AND EXTRUDED TEE FITTINGS ARE NOT

ALLOWED.

PLUMBING DEMOLITION NOTES

A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF

NATIONAL AND LOCAL CODES, WHICHEVER IS MORE STRINGENT.

B. VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING

DEMOLITION WORK. COORDINATE THE EXTENT OF DEMOLITION

WORK AND EXISTING SYSTEMS, EQUIPMENT, AND FIXTURES TO

REMAIN AND BE RE-USED. NOTIFY ENGINEER OF ANY

CONFLICTS OR UNEXPECTED CONDITIONS IMMEDIATELY.

C. COORDINATE DEMOLITION SCOPE AND SCHEDULE WITH ALL

TRADES PRIOR TO START OF WORK.

D. WHERE WALLS OR PARTITIONS ARE INDICATED TO BE REMOVED,

CONTRACTOR SHALL REMOVE ANY PIPING AND OTHER

PLUMBING-RELATED ITEMS IN OR ON THEM, UNLESS OTHERWISE

NOTED. NOT ALL SUCH MAY BE SHOWN ON PLAN.

E. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, FIRE

PROTECTION AND ELECTRICAL DRAWINGS FOR ADDITIONAL

DEMOLITION NOTES THAT MIGHT EFFECT PLUMBING WORK AND

VICE VERSA.

F. NO WORK SHALL BE STARTED WHICH AFFECTS EXISTING

FACILITY OPERATIONS WITHOUT PRIOR COORDINATION AND

APPROVAL OF THE WORK WITH THE OWNER’S REPRESENTATIVE

(WHERE SUCH EXISTS).

G. ALL SAW-CUTTING AND NOISE / VIBRATION PRODUCING

CONSTRUCTION SHALL BE SCHEDULED WITH OWNER AS TO NOT

INTERFERE WITH BUILDING OPERATIONS.

H. PROVIDE FIRE PROTECTION EQUIPMENT (FIRE EXTINGUISHERS,

ETC.) AS REQUIRED FOR DEMOLITION & CONSTRUCTION

ACTIVITIES.

I. ALL SHUTDOWNS OF PLUMBING, SPRINKLER, FIRE ALARM, AND /

OR ELECTRICAL SYSTEMS SHALL BE COORDINATED WITH

OWNER.

J. FACILITY NEEDS TO BE KEPT WEATHER-TIGHT REGARDLESS OF

WEATHER CONDITIONS AT THE END OF EACH DAY. MAINTAIN

WEATHER-TIGHT CONDITIONS 24 HOURS A DAY FOR THE

DURATION OF THE PROJECT.

K. ANY WALL, FLOOR, ROOF, OR PARTITION PATCHING MADE

NECESSARY BY THE PLUMBING DEMOLITION SCOPE SHALL BE

COORDINATED BY THE PLUMBING CONTRACTOR WITH

ARCHITECTURAL / GENERAL TRADES.

L. CONTRACTOR SHALL CAP, SEAL, AND RE-INSULATE PIPING THAT

WAS IMPACTED BY DEMOLITION OR RE-CONNECTION TO

EXISTING.

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19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Date

OPN Project No.

Owner

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved rights, including the copyright thereto.

© 2025 OPN Architects, Inc.

Project

VICTUS ENGINEERING

2327 Wycliff St Ste 230

St Paul, MN 55114

P. (612) 859-8299

Mechanical, Electrical, & Plumbing Engineer

I hereby certify these plans and specifications were prepared by me or under my direct personal supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota.

Signature:

Printed Name:

Registration Number:

212 N 3rd Avenue, Ste. 312

Minneapolis, MN 55401

P: 612-355-7111 www.opnarchitects.com

47146

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PLUMBING TITLE SHEET &

SCHEDULES

26708000

100% CD SET 09/24/2026

CITY OF MINNEAPOLIS - RESTACK

RENO

MUNICIPAL BUILDING COMMISSION

Somphavanh Boualaphanh

350 S 5TH ST

MINNEAPOLIS, MN 55415

350 S 5th St

Minneapolis, MN 55415

PLUMBING SHEET INDEX

SHEET NO. SHEET NAME

P000 PLUMBING TITLE SHEET & SCHEDULES

P101-A PLUMBING PLANS - ROOM 121

P200-A PLUMBING RISER DIAGRAM

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTION ADA

WASTE

(IN)

VENT

(IN)

COLD

(IN)

HOT

(IN)

FIXTURE TRIM

NOTESMANUFACTURER MODEL MANUFACTURER MODEL

LV-1A WALL MOUNTED LAVATORY WITH CONCEALED ARMS SUPPORT AND 0.5 GPM HARDWIRED HANDSFREE FAUCET Yes 2 1-1/2 1/2" 1/2" AMERICAN STANDARD LUCERNE 0355.012 ZURN Z6915-XL-F-CWB 1, 2

SH-1 COMMERCIAL SHOWER SYSTEM TRIM KIT Yes - - 3/4 3/4 AMERICAN STANDARD TU662.213

WC-1A FLOOR MOUNTED WATER CLOSET, ENLONGATED, TOP SPUD, EVERCLEAN WITH DUAL FLUSH 1.6/1.1 GPF SOLAR POWERED WITH BATTERY BACK-UP SENSOR FLUSHOMETER Yes 4 2 1 - AMERICAN STANDARD MADERA 3043.001 SLOAN SOLIS 8111-1.6/1.1 3

PLUMBING DRAIN SCHEDULE

MARK DESCRIPTION WASTE (IN) VENT (IN) MANUFACTURER MODEL NOTES

FD-1 EPOXY COATED CASST IRON FLOOR DRAIN WITH 6" DIAMETER ROUND NICKEL BRONZE STRAINER 4 2 WATTS FD-100-A 1

SD-1 CAST IRON SHOWER FLOOR DRAIN WITH STAINLESS STEEL SAFETY GRATE 2 1-1/2 WATTS SD

NOTES;

1. PROVIDE WITH MOLDED COVERING FOR WATER AND WASTE PIPING; TRUEBO LAV GUARD2

2. PROVIDE WITH ZURN P6000-HW6 HARD WIRE POWER CONVERTER

3. PROVIDE WITH ENLONGATED OPEN FRONT…