N O

R T

H

14TH ST NW

T H

A V

E N

W

T H

A V

E N

W

7TH ST NW

SITE

OWNER

ELECTRICAL DESIGN

MECHANICAL DESIGN

ARCHITECT

STRUCTURAL ENGINEER

ROCHESTER PUBLIC SCHOOLS

CONSTRUCTION SERVICES DEPARTMENT

3935 HIGHWAY 14 EAST

ROCHESTER, MINNESOTA 55904

CONTACT: BILL BURT

PHONE NUMBER: (507) 328-4505

EMAIL: wiburt@rochesterschools.org

CRW ARCHITECTURE + DESIGN GROUP

211 11TH AVENUE NORTHWEST

ROCHESTER, MINNESOTA 55901

CONTACT: EMMA SUNNARBORG

PHONE NUMBER: (507) 206-6201

EMAIL: esunnarborg@crwarchitecture.com

SHORT ELLIOT HENDRICKSON INC.

3428 LAKERIDGE PLACE NW, #1OO

ROCHESTER, MINNESOTA 55901

CONTACT: BEN WOLF, PE.

PHONE NUMBER: (507) 288-6464

EMAIL: bwolf@sehinc.com

DUNHAM ENGINEERING

421 FIRST AVENUE SW - SUITE 201W

ROCHESTER, MINNESOTA 55902

CONTACT: MIKE SZUBERSKI

PHONE NUMBER: (507) 424-6868

EMAIL: mike.szuberski@dunhameng.com

DUNHAM ENGINEERING

421 FIRST AVENUE SW - SUITE 201W

ROCHESTER, MINNESOTA 55902

CONTACT: BLYTHE WALDEMAR

PHONE NUMBER: (507) 424-6852

EMAIL: blythe.waldemar@dunhameng.com

FOOD SERVICE DESIGN

BOELTER

7120 NORTHLAND TERRACE N

MINNEAPOLIS, MN 55428

CONTACT: DENNIS HAHN

PHONE NUMBER: (612) 851-2309

EMAIL: dhahn@boelter.com

PROJECT SITE

JOHN MARSHALL HIGH SCHOOL

1510 14TH ST NW

ROCHESTER, MINNESOTA 55901

NO

W

O

RK IN

S

HADED A

REA

NO WORK IN SHADED AREA

CONSTRUCTION

ACCESS

AREA OF WORK

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

CONSTRUCTION DOCUMENT SET

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

CLIENT

1 DD Issue 4/7/2026

2 90% CD Issue 4/21/2026

3 100% CD Issue 4/30/2026

A u to d e s k D o c s

/R P

S J o h n

M a rs h a ll

H S

C o ff e e S h o p /2

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S C o ff e e

S h o p

.r v t

/3

/2

:2 :0

P

M

G0.00

Jason Woodhouse

44421 4/30/2026

COVER SHEET

R O

C H

E S

T E

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S O

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IS

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H A

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26-015

4/30/2026

LG

JW

ISD #535 JOHN MARSHALL HIGH

SCHOOL COFFEE SHOP

ROCHESTER, MINNESOTA

PLANS ISSUED:4/30/2026

G0.00 COVER SHEET

G0.01 GENERAL INFORMATION SHEET

G0.02 CODE SUMMARY

AD1.01 DEMO PLANS

A1.00 FLOOR AND RCP PLAN

A2.00 ENLARGED FLOOR PLAN

A2.01 DETAILS

M0.00 MECHANICAL SYMBOLS AND ABBREVIATIONS

M1.01 MAIN LEVEL MECHANICAL PLANS

ME1.00 MECHANICAL AND ELECTRICAL SCHEDULES

F1.01 FIRE PROTECTION PLAN

P1.00 UNDERFLOOR PLUMBING PLANS

P1.01 MAIN LEVEL PLUMBING PLANS

P2.00 PLUMBING RISERS AND DETAILS

E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E1.00 ELECTRICAL PLANS

E2.00 ELECTRICAL RISER DIAGRAM

ED1.00 ELECTRICAL DEMOLITION PLANS

FS001 COVER SHEET

FS100 FOODSERVICE EQUIPMENT PLAN & SCHEDULE

FS400 FOODSERVICE DETAILS

FS401 FOODSERVICE DETAILS

FS500 FOODSERVICE ROUGH-IN PLAN & SCHEDULE

SHEET INDEXSITE LOCATION MAP

BUILDING LEGEND

PLAN NORTH

N O

R T

H

NORTH

NOT TO SCALE

TRUE NORTH

NO. REVISIONS DATE

SCHEDULE OF REQUIRED PERMITS

DESCRIPTION OF PERMIT TYPE

PERMIT ARRANGED FOR AND

PAID FOR BY:

= NOT APPLICABLE= BY OWNER= BY CONTRACTOR

12. SIGNAGE PERMIT

11. FOOTING & FOUNDATION PERMIT

(IF PHASED PERMIT REQUESTED)

10. ZONING & BUILDING REVIEW & PERMIT

9. SITE GRADING PERMIT

8. SEWER & WATER CONNECTION PERMIT

7. TELEPHONE PERMIT

6. CABLE TELEVISION PERMIT

5. GAS UTILITY PERMIT

4. ELECTRICAL UTILITY PERMIT

3. DRIVEWAY APPROACH PERMIT

2. SIDEWALK PERMIT (IF APPLICABLE)

1. DEMOLITION PERMIT

A

B

C

D

E

F

P

O

N

M

L

K

J

H

G

R

S

T

U

V

W I

STANDARD ABBREVIATIONS

W/O.

W.C.

WD.

WDW.

WT.

W.W.F.

W.W.M.

VAR.

V.C.T.

U.L.

UNFIN.

U.N.O.

T.&G.

TEMP.

THK.

T.O.

T.V.

TYP.

SCHD.

SECT.

S.F.

SHT.

SHTG.

SIM.

SIM.REV.

SPEC.

STD.

STL.

STOR.

STRUCT.

SUSP.

SYM.

R.D.

REBAR

REF.

REINF.

REQ.

REV.

RM.

R.O.

PC.

PERF.

P.LAM.

PLYW.

O.C.

OF.D.

O.H.D.

OPNG.

OPP.

O.S.B.

N.I.C.

NO. / #

NOM.

N.T.S.

MAINT.

MATL.

MAX.

MECH.

MEMB.

MEZZ.

MFR.

MIN.

MIR.

MISC.

M.O.

MTD.

MTL.

LAM.

LAV.

L.F.

KIT.

JAN.

I.D.

IN.

INFO.

INSUL.

INT.

H.C.

HCP.

HDR.

HDWD

HDWR.

H.M.

HORIZ

HR.

HT./HGT.

GA

GALV.

G.C.

GYP. BD.

F.D.

FDN.

F.E.

F.E.CAB.

F.F.E.

FLR.

F.O.

F.R.P.

FT.

FTG.

FURN.

F.V.

DBL.

DEPT.

DET.

D.F.

DIA./ Ø

DIAG.

DIM.

DISP.

DN.

DR.

DS.

DWG.

C.I.P.

C.J.

C/L / ℄

CLG.

CLR.

C.M.U.

COL.

COMP.

CONC.

CONST.

CONT.

COORD.

CORR.

CPT.

CT.

BD.

BLDG.

BM.

B.O

BRG.

ACC.

A.C.T.

ADD.

ADJ.

A.F.F.

ALT.

APPROX.

ARCH.

AVG.

EA.

E.I.F.S.

E.J.

ELEC.

ELEV.

ENTR.

EQ.

EQUIP.

EXP.

EXIST.

ACCORDING/ACCORDION

ACOUSTICAL CEILING TILE

ADDENDUM

ADJUSTABLE/ADJACENT

ABOVE FINISHED FLOOR

ALTERNATE/ALTERATION

APPROXIMATE

ARCHITECT/ARCHITECTURAL

AVERAGE

BOARD

BUILDING

BEAM

BOTTOM OF

BEARING

DOUBLE

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPOSAL

DOWN

DOOR

DOWNSPOUT

DRAWING

EACH

EXTERIOR INSUL. FINISH SYSTEM

EXPANSION JOINT

ELECTRICAL

ELEVATOR / ELEVATION

ENTRANCE

EQUAL

EQUIPMENT

EXPANSION

EXISTING

CAST IRON PIPE/CAST IN PLACE

CONTROL JOINT

CENTER-LINE

CEILING

CLEAR

CONCRETE MASONRY UNITS

COLUMN

COMPOSITE/COMPOSITION

CONCRETE

CONSTRUCTION

CONTINUOUS

COORDINATE

CORRIDOR

CARPET

CERAMIC TILE

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR ELEVATION

FLOOR

FACE OF

FIBERGLASS REINFORCED PANEL

FOOT OR FEET

FOOTING

FURNACE/FURNISH

FIELD VERIFY

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GYPSUM BOARD

HOLLOW CORE

HANDICAP

HEADER

HARDWOOD

HARDWARE

HOLLOW METAL

HORIZONTAL

HOUR

HEIGHT

INSIDE DIMENSION

INCHES

INFORMATION

INSULATION

INTERIOR

LAMINATED

LAVATORY

LINEAL FOOT

KITCHEN

JANITOR

MAINTENANCE/MAINTAIN

MATERIAL

MAXIMUM

MECHANICAL

MEMBRANE

MEZZANINE

MANUFACTURER

MINIMUM/MINUTE

MIRROR

MISCELLANEOUS

MASONRY OPENING

MOUNTED

METAL

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER

OVERFLOW DRAIN

OVERHEAD DOOR

OPENING

OPPOSITE

ORIENTED STRAND BOARD

PRECAST

PERFORATED

PLASTIC LAMINATE

PLYWOOD

ROOF DRAIN

REINFORCING BAR

REFERENCE/REFRIGERATOR

REINFORCED

REQUIRED

REVISION/REVERSE

ROOM

ROUGH OPENING

SCHEDULE

SECTION

SQUARE FEET

SHEET

SHEATHING

SIMILAR

SIMILAR REVERSE

SPECIFICATION

STANDARD

STEEL

STORAGE

STRUCTURE/STRUCTURAL

SUSPENDED

SYMBOL

TONGUE AND GROOVE

TEMPERED/TEMPORARY/TEMPERATURE

THICK

TOP OF

TELEVISION

TYPICAL

UNDERWRITERS LABORATORIES, INC.

UNFINISHED

UNLESS NOTED OTHERWISE

VARIES

VINYL-COMPOSITION TILE

WITHOUT

WATER CLOSET

WOOD

WINDOW

WEIGHT

WELDED WIRE FABRIC

WELDED WIRE MESH

O.F.C.I. OWNER FURNISHED

CONTRACTOR INSTALLED

GRAPHIC SYMBOLS

100A

ROOM TAG

Room Name

DOOR TAG

WINDOW TAG1t

WALL PARTITION TYPE

FIRE EXTINGUISHER CABINET

A101

SIM

F.E.C

F.E

ELEVATION NUMBER

SHEET NUMBER

BUILDING SECTION NUMBER

SHEET NUMBER

FIRE EXTINGUISHER CABINET

INTERIOR ELEVATION MARK

ELEVATION MARKER

A1.100

Ref

Ref

R e fR e f

XX

2h

A101

Ref

1Ref 1 Ref

Ref

Name Elevation

WALL TYPE PATTERNS

EXISTING WALL CONSTRUCTION

EXIST. WALL TO BE REMOVED

SOUND BATT INSULATION

NEW MASONARY WALL

NEW POUR CONCRETE WALL

MOUNTING NOTES:

ADA COMPLIANT

ADA COMPLIANT

STD. ADA COMPLIANT (DUAL)

ADA COMPLIANT

ADA COMPLIANTTYPICAL MOUNTING HEIGHTS FORTYPICAL

MOUNTING HT. FOR

ADA COMPLIANT

FRONT APPROACH ADA COMPLIANT

ADA COMPLIANT

ADA COMPLIANT

TYPICAL LOCATION FOR

ADA COMPLIANT

TYPICAL SIZE, SPACING &

MOUNTING OF

SIDEWALL

VERTICAL

AND

HORIZONTAL

GRAB BARS

PER 2/A0.1

30" CLEAR

S

T D

M

T G

H

G H

T

DIRECTION

OF

APPROACH

PLAN VIEW FRONT ELEVATION SIDE ELEVATION

FRONT ELEVATION SECTION

FRONT ELEVATION SIDE ELEVATION

FRONT ELEVATION SIDE ELEVATION

SIDE VIEW

'PUSH' SIDE

OF DOOR

'PULL' SIDE

OF DOOR

FRONT VIEW PLAN VIEW

PROTRUDING

DISPENSER

BELOW GRAB BAR

RECESSED DISPENSER

TOILET

MOUNT

TYP. TOILET PARTITION

TYPICAL

URINAL

SCREEN

COAT HOOK(S)

TOILET PAPER

DISPENSER -

SEE DETAILS

TO

RIGHT

GRAB BARS GRAB BARS

PAPER

TOWEL

DISPENSE

R

PAPER

TOWEL

DISPENSE

RSOAP

DISP.

CLEAR FLOOR AREA TO

REMAIN CLEAR OF

OBSTRUCTIONS FOR

WHEELCHAIR TO FIXTURE

ACCESS

30"x48" MIN. CLEAR FLOOR

SPACE REQUIRED (ANY

ORIENTATION) FOR ACCESSIBLE

STALL ENTRY/EXITING,

ADJACENT TO DOOR

ALWAYS REQUIRED

FRONT VIEW ADA

COMPLIANT

ELEVATOR

BUTTONS & SIGNALS

ELEVATO

R

DOORS

*-54" MAX. FOR

EXISTING

BUTTONS

OUTLETS

CLEAR

FLOOR

AREA

CLEAR

FLOOR

AREA

SEE 7/A0.1 FOR

KNEE

& TOE CLEARANCE

INFO.

ADA COMPLIANT

PIPE

WRAP AT EXPOSED

PIPES -TYP.

URINAL

FIXTURE

(T R

A S

H

48"

CLEAR

LAVATORY PROVIDED W/

INSULATED EXPOSED

PLUMBING PIPE COVERS

(NOT

SHOWN)

BRACKETCABINET

MOUNT

30"x48" CLEAR

FLOOR

SPACE (ADA

MINIMUM)

ROOM SIGNAGE, SEE

SPEC

FOR DESCRIPTION AND

SIZE

DOOR FRAME

HAND

DRYER

REQUIRED ONLY

WHEN BOTH A

LATCHSET AND

CLOSER IS USED

COUNTER TOP

SINK TO BE

ACCESSIBLE

BABY

CHANGING

TO TOP OF DECK

WHEN OPEN

CONTROL

S/

SWITCHES

ACCESSIBL

E

TOILET

FIXTURE

NOTE:

G.C. TO PROVIDE ANCHORAGE

TO

WALL W/ ADEQUATE

BLOCKING- ADA DESIGN HEIGHT TO

BE

PROVIDED AS REQUIRED

1" CLOSET

ROD

(SEE SPEC.)

3/4" P.LAM SHELF

W/

P.LAM WALL

SUPPORTS

MIRROR TO

MATCH VANITY

LENGTH

2'-0"x3'-0" MIRROR

CENTERED ON

LAV.

ACCESSIBLE

C U

P S

HANDRAIL HANDRAIL (GRAB

BAR)

1. THIS SHEET IS FOR GENERAL INFORMATION AND REFERENCE ONLY. ANY

JOB SPECIFICDRAWINGS IN THESE CONTRACT DOCUMENTS ARE TO TAKE

PRECEDENCE OVER SIMILAR DRAWINGS SHOWN ON THIS SHEET.

2. IF DISCREPANCIES ARE FOUND BETWEEN STANDARD OR GENERAL

DETAILS AND JOB SPECIFIC DETAILS INCLUDED IN THIS SET, PLEASE

CONTACT THE ARCHITECT FOR CLARIFICATION.

3. ALL CONDITIONS SHOWN ON THIS SHEET MAY NOT BE PRESENT WITHIN

THESE CONTRACT DOCUMENTS

4. ALL CLEARANCES AND MOUNTING HEIGHTS ARE INTENDED TO COMPLY

WITH CURRENT ACCESSIBILITY CODE.

END PANEL

(WHERE

APPLICABLE)

PER MN. CODE SECTION 1012 -

HANDRAILS SHALL RETURN TO A

WALL, GUARD OR THE WALKING

SURFACE OR SHALL BE

CONTINUOUS TO THE HANDRAIL

OF AN ADJACENT STAIR FLIGHT

OR RAMP RUN OR SHALL COMPLY

WITH THE DIAGRAM AT RIGHT.

ROUND-OVER CONC.

TOP (SMOOTH FINISH)

6" DIA. STEEL PIPE BOLLARD

FILL PIPE SOLID W/ CONC.

PRIME AND PAINT PIPE,

COLOR TO BE SELECTED

BY

ARCHITECT FROM

STANDARD

FINISHES

GRADE

18" DIA. CONC. PIER

6" CLEAN

GRANULAR

MATERIAL AT BASE

ACCESSIBLE TOILET ELEVATIONS

LAVATORY PLAN & ELEVATION

DRINKING FOUNTAIN

AMBULATORY TOILET STALL

LATCH SIDE DOOR CLEARANCES

COAT ROD & SHELF/ COAT HOOKS

BOLLARD DETAIL

ELEVATOR SIGNALS

FIRE EXTINGUISHER

VANITY ELEVATION & SECTION

ACCESSIBLE REACH LIMITATIONS

ACCESSIBLE TOILET PLAN

URINAL PLAN & ELEVATION

RESTROOM SIGNAGE

STAIR TREAD/RISERS & HANDRAILS

DISPENSER INSTALLATION LOCATIONS

60"

WALL SPACE

42" MIN. CLEAR 16"-18"

M

IN

C

L E

A R

O R

M

IN

C

L E

A R

60" CLEAR

36" MIN. 6"

MIN.

24"

MIN.

12"

16''-18"

T O

S E

A T

M

IN

MAX

12" 42" MIN.

54"

39"-41"

M

IN

MIN.

24"

42" MAX.

-1

/2

M

IN

P

E R

.3

M

IN

MIN.

24"

42" MAX.

36"

M

IN

M A

X

M

IN

MIN.

32"

17"-19"

36" CLEAR

M

A X

M A

X

O F

C A

L L B

U T

T O

N S

M

A X

H

E

IG

H T

H E

IG

H

T O

F S

IG

N

A L

S

M

IN

A

D A

M T

G H

G H

T

T O

L

IP

CLEAR

30"

M A

X

U .N

.O

C L E

A R

M

IN

48" MIN. CLEAR

MAX.

17" - 25"

M

A X

M

IN

MIN.

8"

18"

M

IN

" 2

M

IN

M

IN

M

IN

M

IN

6"

M A

X

T O

P O

F E

X T

IN

G

U

IS

H E

R

M A

X

TOIL

M

IN

M A

X

M

A X

T O

S P

O U

T

T O

S P

O U

T

FLOOR SPACE

30" CLR

M

IN

M

A X

T O

S P

O U

T

8" MIN.

M

IN

FLOOR SPACE

48" MIN.CLR

MAX

6"

1 1/4"-2"

1 1/2" MIN

1 1/4"-2"

1 1/2" MIN

" M A

X

11" MIN.

2" MAX.

MIN.

12"

A D

A M

A X

T

O C

E N

T E

R O

F R

O D

12"

14"

T

O T

H E

T O

P O

F S

H E

L F

SEE PLAN

MIN.

12"

CLEAR

18" MIN.

CLEAR

32" MIN.

M

IN

M A

X

DRINKING

FOUNTAI

N

EQ EQ

CONCRETE

MASONARY UNIT

BRICK

MASONARY

TYPICAL FILL PATTERN

PLYWOOD

CONTINIUS WOOD

FRAMING

CONCRETE

SAND

INTERRUPED

WOOD FRAMING

FINISHED WOOD

EARTH

RIGID

INSULATION

GRAVEL FILL

BATT

INSULATION

STEEL

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

CLIENT

1 DD Issue 4/7/2026

2 90% CD Issue 4/21/2026

3 100% CD Issue 4/30/2026

A u to d e s k D o c s

/R P

S J o h n

M a rs h a ll

H S

C o ff e e S h o p /2

-0

J o h n M a rs h a ll H

S C o ff e e

S h o p

.r v t

/3

/2

:5 :1

P

M

G0.01

Jason Woodhouse

44421 4/30/2026

GENERAL INFORMATION

SHEET

R O

C H

E S

T E

R

M

IN

N E

S O

T A

IS

D

JO

H N

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H A

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H

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H

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H O

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26-015

4/30/2026

LG

JW

1. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL DETAILS, SECTIONS,

NOTES, ETC. ARE TO BE CONSIDERED AS BEING TYPICAL AT ALL SIMILAR

LOCATIONS OR CONDITIONS. IN THESE DOCUMENTS, DETAILS, NOTES, ETC.

ARE NOT INDICATED OR REFERENCED AT ALL POSSIBLE APPLICABLE

LOCATIONS.

2. THE SPECIFICATIONS AS PREPARED BY CRW ARCHITECTURE + DESIGN

GROUP SHALL BE CONSIDERED A PART OF THESE DOCUMENTS AS IF BOUND

HEREIN.

3. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE ENGINEERING

DEPARTMENTS AND UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION.

ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO ANY

EXISTING UTILITY.

4. BEFORE BIDDING, FABRICATION OR BEGINNING WORK, CONTRACTOR

SHALL VISIT PROJECT SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND

UNDERSTAND THEM IN THEIR ENTIRETY. THE CONSTRUCTION DOCUMENTS

MUST BE VIEWED IN THEIR ENTIRETY AS COMPLETE SETS.

5. BEFORE BIDDING, FABRICATION OR BEGINNING WORK, CONTRACTOR

SHALL VISIT PROJECT SITE AND FIELD VERIFY ALL EXISTING CONDITIONS,

DIMENSIONS, ETC.

6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES,

CONTRADICTIONS OR QUESTIONS REGARDING THE CONTRACT DOCUMENTS

OR EXISTING CONDITIONS TO THE ARCHITECT IMMEDIATELY FOR

RESOLUTION.

7. CONTRACTOR SHALL IMMEDIATELY REPORT ANY CODE VIOLATIONS IN THE

CONTRACT DOCUMENTS TO THE ARCHITECT FOR RESOLUTION.

8. DO NOT SCALE DRAWINGS. IN ALL CASES STATED DIMENSIONS TAKE

PRECEDENCE. CONTACT ARCHITECT IMMEDIATELY FOR ADDITIONAL

REQUIRED DIMENSIONS. GENERAL CONTRACTOR SHALL VERIFY ALL

DIMENSIONS, VERIFY AND COORDINATE WITH EXISTING CONDITIONS AND

COORDINATE THE WORK, TIMING AND PHASING OF ALL TRADES.

9. ALL DEMOLITION, NEW CONSTRUCTION, SITE WORK AT INTERIOR AND

EXTERIOR OF BUILDING SHALL BE IN CONFORMANCE WITH ALL APPLICABLE

CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO, CURRENT BUILDING

CODE

10. ALL FINISH MATERIALS SHALL CONFORM TO APPLICABLE FLAME SPREAD

AND SMOKE GENERATED REQUIREMENTS.

11. ALL FIRE RATED WALLS SHALL BE CONSTRUCTED PER APPROVED U.L. OR

OTHER ACCEPTABLE TESTING AGENCY REQUIREMENTS TO MEET OR EXCEED

STATED FIRE RATINGS. ALL PENETRATIONS OF FIRE RATED BUILDING

ELEMENTS SHALL BE SIMILARLY CONSTRUCTED PER LOCAL BUILDING CODE

TO MAINTAIN REQUIRED FIRE RATINGS.

12. IF AT ANY TIME THE CONTRACTOR ENCOUNTERS OR UNCOVERS

ASBESTOS CONTAINING BUILDING MATERIALS OR OTHER POSSIBLE

HAZARDOUS OR TOXIC MATERIALS, IT'S PRESENCE SHALL BE IMMEDIATELY

REPORTED TO ARCHITECT AND BUILDING OWNER.

13. CONTRACTOR SHALL FOLLOW OSHA AND OTHER APPLICABLE SAFETY

REQUIREMENTS DURING ALL WORK INCLUDING BUT NOT LIMITED TO

DEMOLITION, REPAIR AND CONSTRUCTION.

14. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DISTURBED OR

DAMAGED AND ALL OTHER CUTTING SHALL BE PATCHED BACK AS REQUIRED

TO LIKE NEW CONDITION, TO MATCH ADJACENT SURFACES AND TO MAKE

SUCH REPAIR IMPERCEPTIBLE.

15. BEFORE DEMOLITION, FABRICATION OR CONSTRUCTION, CONTRACTOR

SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OR CLEARANCE

REQUIREMENTS OF STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING,

TELECOMMUNICATIONS, TELEPHONE, DATA OR FIRE PROTECTION SYSTEMS

AND THEIR ELEMENTS.

16. FIREBLOCKING, FIRESTOPS, DRAFTSTOPPING SHALL BE INSTALLED AS

REQUIRED BY CURRENT LOCAL BUILDING CODE REQUIREMENTS. TYPICAL AS

REQUIRED AT PARTITIONS, CONCEALED COMBUSTIBLE SPACES, CONCEALED

COMBUSTIBLE ATTIC SPACES, FLOOR PENETRATIONS, PENETRATIONS

THROUGH FIRE RATED PARTITIONS OR OTHER STRUCTURES AS REQUIRED BY

CURRENT CODE.

17. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL TEMPORARY SHORING

OR BRACING AND FOR THE DESIGN, CONSTRUCTION, STABILITY AND SAFETY

OF ALL TEMPORARY STRUCTURES, ENCLOSURES AND SCAFFOLDING.

18. CONTRACTOR SHALL COORDINATE THE TIMING, PHASING AND EXECUTION

OF ALL CUTTING AND PATCHING FOR THE EFFICIENT AND TIMELY COMPLETION

OF WORK.

19. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TEMPORARY

PROTECTION AT ANY OPENINGS IN FLOORS, ROOFS, WALLS, ETC.

20. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING

ERECTION PROCEDURE AND CONSTRUCTION SEQUENCE IN ORDER TO

ENSURE THE SAFETY OF THE BUILDING, WORKMEN AND VISITORS.

21. CONTRACTOR SHALL SAFELY AND LEGALLY REMOVE AND DISPOSE OF ALL

MATERIALS NOT SCHEDULED TO BE SALVAGED OR RE-INSTALLED.

22 CONTRACTOR SHALL MAINTAIN A STAMPED, APPROVED SET OF

CONSTRUCTION DOCUMENTS WITH APPROVAL LETTER AND CURRENT SHOP

DRAWINGS. DOCUMENTS ON SITE SHALL BE KEPT UP TO DATE.

23. MATERIAL OR PRODUCT SUBSTITUTIONS SHALL FOLLOW THE

SUBSTITUTION REQUIREMENTS OF DIVISION 01 OF THE PROJECT

SPECIFICATIONS DOCUMENT.

24. SHOP DRAWINGS OR OTHER SUBMITTALS SHALL FOLLOW THE SUBMITTAL

REQUIREMENTS OF DIVISION 01 OF THE PROJECT SPECIFICATIONS

DOCUMENT.

25. THE FIRE PROTECTION CONTRACTOR AND PLUMBING CONTRACTOR

SHALL CONFIRM ALL FLOW TEST INFORMATION WITH THE LOCAL FIRE

DEPARTMENT AND WATER DEPARTMENT AS REQUIRED.

26. GENERAL CONTRACTOR SHALL PROVIDE APPROVED KEY BOXES AS

REQUIRED BY LOCAL FIRE MARSHALL. INSTALL AT LOCATIONS AS REQUIRED

BY THE FIRE MARSHALL.

27. VERIFY MINIMUM SLOPES TO DRAIN AS INDICATED ON THE DRAWINGS

PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE ARCHITECT

IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES.

28. FIELD VERIFY ELEVATIONS, FLOW LINES, EXISTING CONDITIONS, AND

POINTS OF CONNECTION OF SITE IMPROVEMENTS WITH EXISTING UTILITIES

PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES ARE TO BE

IMMEDIATELY CALLED TO THE ATTENTION OF THE ARCHITECT AND CIVIL

ENGINEER.

29. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM THE

BUILDING AT ALL LOCATIONS TO AVOID PONDING OF WATER AT BUILDING OR

ON PAVEMENT. DRAINAGE SLOPE FOR ALL PAVED SURFACES SHALL BE 1%

MINIMUM. MAXIMUM ALLOWABLE CROSS SLOPE AT ALL WALKS AND

HANDICAP ACCESSIBLE WALKS AND RAMPS SHALL BE 2%.

30. REPAIR EXISTING PUBLICLY OWNED FACILITIES OR STRUCTURES

DAMAGED OR ALTERED DURING DEMOLITION OR CONSTRUCTION TO THE

SATISFACTION OF THE LOCAL MUNICIPALITY.

31. EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, CONTRACTOR SHALL

ENSURE THAT ALL FINISH MATERIALS SHALL BE APPLIED TO BE FLUSH WITH

ADJACENT SURFACES AND JOINTS.

32. CONTRACTOR TO PROVIDE AND INSTALL BLOCKING, DOUBLE STUDS,

AND/OR ANCHOR PLATES AS NECESSARY TO SUPPORT EQUIPMENT,

PLUMBING FIXTURES, CASEWORK, CABINETS, GRAB BARS, TOILET ROOM

ACCESSORIES, SIGNAGE, HANDRAILS, ETC.

33. CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOCATIONS, DIMENSIONS,

AND ALL REQUIRED CLEARANCES OF ALL EQUIPMENT. COORDINATE WITH

DRAWINGS, SPECIFICATIONS, EQUIPMENT MANUALS AND CUT SHEETS. VERIFY

THAT STRUCTURAL LOADS ARE ACCEPTABLE.

GENERAL NOTES

FDFD

FD

FD

FD

FD

FD

FD

FD

FD FD

FD

FDFD

FD

R E

F F

R Z

REF

21"42" x

21"48" x

CODE PLAN LEGEND:

2 HR. FIRE WALL

SMOKE TIGHT CONSTRUCTION

OCCUPANCY INFORMATION:

ROOM NAME

TOTAL OCCUPANT LOAD

ROOM

1 HR. FIRE BARRIER

331 OCCUPANT LOAD THROUGH EXIT

EXISTING 2-HOUR FIRE WALL FOR AREA

SEPARATION - UNCHANGED

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

TEMPORARY CONSTRUCTION WALL

BY CONTRACTOR

TEMPORARY EGRESS DOOR WITH EXIT SIGN

BY CONTRACTOR

EXIT

COFFEE SHOP

4-104A

KITCHEN

GYM

EXISTING 2-HOUR FIRE WALL FOR

AREA SEPARATION - UNCHANGED

8139 SF

543 Occ.

CAFETERIA

4-104

2020 MINNESOTA STATE BUILDING CODE

2020 MINNESOTA ACCESSIBILITY CODE

2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS

2020 MINNESOTA FIRE CODE

2024 MINNESOTA COMMERCIAL ENERGY CODE

PROPOSED PROJECT SUMMARY

THE PROJECT CONSISTS OF RENOVATING AN EXISTING ROOM WITHIN THE

CAFETERIA TO CREATE A NEW COFFEE SHOP.

MECHANICAL SCOPE INCLUDES REMOVAL OF AN EXISTING HOOD AND UNUSED

VENT, AS WELL AS ASSOCIATED WATER AND GAS PIPING WITHIN THE DESIGNATED

COFFEE SHOP AREA. RELOCATING OF EXISTING FINNED TUBE RADIATION AND

MODIFICATIONS TO THE EXISTING WATER, WASTE, AND VENT PIPING SYSTEMS, AND

THEIR REQUIRED ACCESSORIES.

ELECTRICAL SCOPE INCLUDES DEMOLITION OF EXISTING WALL DEVICES,

INSTALLATION OF NEW DEVICES TO SUPPORT FOOD SERVICE EQUIPMENT,

REMOVAL AND REINSTALLATION OF CEILING FIXTURES, AND INSTALLATION OF A

NEW ELECTRICAL PANEL DEDICATED TO THE COFFEE SHOP.

USE AND OCCUPANCY CLASSIFICATION

A. THE EXISTING USE AND OCCUPANCIES WILL REMAIN UNCHANGED AND INCLUDE

GROUP B, GROUP E, GROUP A-1 (AUDITORIUM), GROUP A-2 (CAFETERIA/KITCHEN),

GROUP A-3 (GYMNASIUM), GROUP A-4 (POOL) AND ACCESSORY STORAGE SPACES.

B. THE EXISTING BUILDING IS CLASSIFIED AS A SEPARATED, MIXED-USE, MULTISTORY

BUILDING AND WILL REMAIN UNCHANGED. PER TABLE 508.4 SEPARATIONS ARE NOT

REQUIRED BETWEEN GROUP A AND E OCCUPANCIES.

BUILDING HEIGHTS AND AREAS

THERE ARE NO CHANGES TO BUILDING HEIGHTS OR AREAS AS PART OF THIS PROJECT

TYPES OF CONSTRUCTION

TYPE II-B - UNCHANGED

FIRE AND SMOKE PROTECTION FEATURES

A. BUILDING ELEMENT FIRE RESISTANCE

FIRE WALLS 2-HR SEE PLAN

FIRE BARRIERS

FIRE AREAS 2-HR SEE PLAN

SHAFT ENCLOSURES 1-HR SEE PLAN

INCIDENTAL USES 1-HR RATED CONSTRUCTION OR FULLY SPRINKLERED W/ SMOKE TIGHT CONSTRUCTION - SEE PLAN

BOILER ROOM FULLY SPRINKLERED W/ SMOKE TIGHT CONSTRUCTION

FIRE PARTITIONS

CORRIDOR WALLS 0-HR

ELEVATOR LOBBY NOT REQUIRED

INTERIOR FINISHES

A. GROUP E , SPRINKLERED

BUILDING ELEMENT FINISH CLASSIFICATION

EXIT ENCLOSURES/EXIT PASSAGEWAYS B

CORRIDORS: GROUP A OCC B

CORRIDORS: GROUP B, E, S OCC C

ROOMS AND ENCLOSED SPACES C

FLOOR FINISHES CLASS II

FIRE PROTECTION SYSTEMS

A. SPRINKLER SYSTEM REQUIRED & PROVIDED - NO CHANGES AS PART OF THIS PROJECT EXCEPT THE MODIFICATIONS AS

NEEDED TO ACCOMMODATE NEW SOFFITS, BULKHEADS, EQUIPMENT AND CEILINGS.

B. FIRE ALARM SYSTEM REQUIRED & PROVIDED

C. PORTABLE EXTINGUISHERS REQUIRED & PROVIDED

MEANS OF EGRESS

A. THERE ARE NO CHANGES IN OCCUPANCY TYPES, OCCUPANT LOADS, AND EXIT PATHS AS PART OF THIS PROJECT

B. THE PROJECT WILL REQUIRE TEMPORARY EMERGENCY EGRESS ONLY DOORS THROUGH THE TEMPORARY CONSTRUCTION BARRIERS TO MAINTAIN REQUIRED EGRESS AS THE CAFETERIA WILL BE USED DURING CONSTRUCTION.

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

CLIENT

1 DD Issue 4/7/2026

2 90% CD Issue 4/21/2026

3 100% CD Issue 4/30/2026

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44421 4/30/2026

CODE SUMMARY

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LG

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1/8" = 1'-0"

FIRST LEVEL CODE PLAN NORTH

CODE INFORMATION:

J

P

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1 REMOVE EXISTING CMU WALL CONSTRUCTION TO THE DECK IN

ITS ENTIRETY AND DISPOSE OF PROPERLY.

DEMOLITION NOTES:

GENERAL DEMOLITION NOTES:

1. DASHED LINES REPRESENT EXISTING ITEMS TO BE REMOVED. U.N.O

2. PROVIDE ALL WORK TO COMPLETE DEMOLITION AS MAY BE REQUIRED

TO ACCOMPLISH WORK AS SHOWN ON THE DRAWINGS UNLESS NOTED

OTHERWISE. ALL AS INDICATED OR REQUIRED RELATING TO THE

EXISTING BUILDING AND NOT OTHERWISE ASSIGNED IS INCLUDED

UNDER THE RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR TO VERIFY EXISTING ELECTRICAL & PLUMBING

LOCATIONS PRIOR TO DEMOLITION. EXISTING PLUMBING AND

ELECTRICAL MAY REQUIRE MODIFICATION TO ACCOMPLISH THE NEW

DESIGN AS SHOWN ON THESE PLANS.

4. MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS SHALL

TERMINATE ALL APPROPRIATE SERVICES TO EXISTING CONSTRUCTION

WHICH ARE TO BE PERMANENTLY DISCONNECTED. THEY SHALL

FURTHER MAKE ALL TEMPORARY SERVICE TERMINATIONS INDICATED

OR REQUIRED TO ACCOMPLISH THE DEMOLITION AND/OR NEW

REVISED OR REPLACED SERVICES AS PART OF WORK UNDER ALL

CONTRACTS. ALL PERMANENT TERMINATIONS SHALL BE REMOVED

BACK TO THE SOURCE. NO VACANT SERVICES SHALL BE LEFT IN

PLACE.

5. CONTRACTORS ARE TO BE RESPONSIBLE FOR REMOVING AND

HAULING OF ALL DEMOLITION DEBRIS.

6. AT CONCLUSION OF DEMOLITION, ALL SURFACES SHALL BE READY TO

RECEIVE NEW FINISHES.

7. OWNER TO REMOVE/ RELOCATE ALL FURNITURE, FIXTURES AND

EQUIPMENT PRIOR TO START OF CONSTRUCTION, COORDINATE

PROJECT SCHEDULE WITH GENERAL CONTRACTOR.

2 REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE IN ITS

ENTIRETY AND DISPOSE OF PROPERLY.

3 REMOVE EXISTING QUARRY FLOOR TILE AND BASE IN ITS

ENTIRETY AND DISPOSE OF PROPERLY. PREP FLOOR FOR NEW

FLOOR FINISH INSTALLATION.

4 CUT AND REMOVE SLAB FOR INSTALLATION OF NEW SANITARY

LINE. COORD. FINAL LOCATION WITH PLUMBING PLANS.

5 REMOVE AND DISPOSE OF EXISTING WALL BASE IN ITS ENTIRETY

AND DISPOSE OF PROPERLY.

6 REMOVE AND DISPOSE OF EXISTING QUARTZ TILE FLOOR FINISH

IN HATCHED REGION OR UNTIL THE RED AND QHITE QUARTZ

FLOORING MEET, PREPARE FLOOR FOR NEW TILE INSTALLATION.

7 REMOVE AND DISPOSE OF EXISTING CASEWORK IN ITS ENTIRETY

AND DISPOSE OF PROPERLY.

8 REMOVE AND SALVAGE EXISTING PAPER TOWEL AND SOAP

DISPENSERS TO OWNER.

9 REMOVE AND DISPOSE OF EXISTING MIRROR IN ITS ENTIRETY

AND DISOPOSE OF PROPERLY.

10 REMOVE AND DISPOSE OF EXISTING HAND SINK IN ITS ENTIRETY

AND DISPOSE OF PROPERLY.

11 REMOVE AND DISPOSE OF EXISTING FLOOR SINK IN ITS ENTIRETY

AND DISPOSE OF PROPERLY. INFILL FLOOR AND PREP FOR NEW

FLOOR FINSIH.

12 REMOVE AND SALVAGE EXISTING SIGNAGE TO OWNER.

COFFEE SHOP

4-104A

CAFETERIA

4-104

20' - 7"

TUNNEL BELOW

DEMOLITION NOTES:

GENERAL DEMOLITION NOTES:

1. DASHED LINES REPRESENT EXISTING ITEMS TO BE REMOVED. U.N.O.

2. PROVIDE ALL WORK TO COMPLETE DEMOLITION AS MAY BE REQUIRED

TO ACCOMPLISH WORK AS SHOWN ON THE DRAWINGS UNLESS NOTED

OTHERWISE. ALL AS INDICATED OR REQUIRED RELATING TO THE

EXISTING BUILDING AND NOT OTHERWISE ASSIGNED IS INCLUDED

UNDER THE RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR TO VERIFY EXISTING ELECTRICAL & PLUMBING

LOCATIONS PRIOR TO DEMOLITION. EXISTING PLUMBING AND

ELECTRICAL MAY REQUIRE MODIFICATION TO ACCOMPLISH THE NEW

DESIGN AS SHOWN ON THESE PLANS.

4. MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS SHALL

TERMINATE ALL APPROPRIATE SERVICES TO EXISTING CONSTRUCTION

WHICH ARE TO BE PERMANENTLY DISCONNECTED. THEY SHALL

FURTHER MAKE ALL TEMPORARY SERVICE TERMINATIONS INDICATED

OR REQUIRED TO ACCOMPLISH THE DEMOLITION AND/OR NEW

REVISED OR REPLACED SERVICES AS PART OF WORK UNDER ALL

CONTRACTS. ALL PERMANENT TERMINATIONS SHALL BE REMOVED

BACK TO THE SOURCE. NO VACANT SERVICES SHALL BE LEFT IN

PLACE.

5. CONTRACTORS ARE TO BE RESPONSIBLE FOR REMOVING AND

HAULING OF ALL DEMOLITION DEBRIS.

6. AT CONCLUSION OF DEMOLITION, ALL SURFACES SHALL BE READY TO

RECEIVE NEW FINISHES.

7. SEE SEPARATE MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS

FOR ADDITIONAL DEMOLITION ITEMS.

8. SEE SEPARATE SITE WORK DRAWINGS FOR ADDITIONAL DEMOLITION

ITEMS.

9. OWNER TO REMOVE/ RELOCATE ALL OFFICE SUPPLIES/EQUIPMENT

PRIOR TO START OF CONSTRUCTION, COORDINATE PROJECT

SCHEDULE WITH GENERAL CONTRACTOR.

10. EXISTING GYP. BD. CEILINGS TO REMAIN AND BE PROTECTED FROM

DAMAGE U.N.O.

11. REMOVE ACT CEILINGS IN THEIR ENTIRETY (U.N.O.) AND DISPOSE OF

PROPERLY.

CEILING LEGEND:

ACTGYP

1 REMOVE AND DISPOSE OF EXISTING ACOUSTICAL TILE AND GRID

IN ITS ENTIRETY.

2 REMOVE EXSTING AWNING AND SALVAGE TO OWNER.

3 REMOVE AND DISPOSE OF EXISTING HOOD. SEE MECH.

4 REMOVE AND DISPOSE OF EXISTING CEILING HUNG SIGNAGE IN

ITS ENTIRETY.

COFFEE SHOP

4-104A

CAFETERIA

4-104

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

CLIENT

1 DD Issue 4/7/2026

2 90% CD Issue 4/21/2026

3 100% CD Issue 4/30/2026

A u to d e s k D o c s

/R P

S J o h n

M a rs h a ll

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C o ff e e S h o p /2

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J o h n M a rs h a ll H

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Jason Woodhouse

44421 4/30/2026

DEMO PLANS

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LG

JW

1/4" = 1'-0"

FIRST LEVEL - AREA 4C NORTH

1/4" = 1'-0"

FIRST LEVEL DEMOLITION CEILING PLAN - AREA 4C

NORTH

R E

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REF

21" 42"x

21" 48"x

1. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL

REQUIREMENTS OF THE OWNER. EACH TRADE CONTRACTOR SHALL

BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING

ALL SAFETY PROCEDURES, PRECAUTIONS AND PROGRAMS IN

CONNECTION WITH THEIR WORK.

2. THE GENERAL CONTRACTOR SHALL FILE FOR AND OBTAIN ALL

REQUIRED PERMITS, LETTERS OF SATISFACTORY COMPLETION AND

CERTIFICATES OF OCCUPANCY FROM THE LOCAL BUILDING

OFFICIALS.

3. ALL EQUIPMENT SHOWN AS DASHED IS BY THE OWNER. ELECTRICAL

CONTRACTOR TO VERIFY POWER REQUIREMENTS FOR OWNER'S

EQUIPMENT. MECHANICAL CONTRACTOR TO VERIFY PLUMBING AND

HVAC REQUIREMENTS OF OWNER'S EQUIP.

4. REFER TO THE MECHANICAL, ELECTRICAL DRAWINGS FOR

ADDITIONAL WORK REQUIRED UNDER THIS CONTRACT.

5. THE GENERAL CONTRACTOR AND/OR MECHANICAL CONTRACTOR

SHALL COORDINATE ALL MECHANICAL WORK WITH THE OWNER'S

REPRESENTATIVE AND ALL OTHER TRADES.

6. THE GENERAL CONTRACTOR AND/OR ELECTRICAL CONTRACTOR

SHALL COORDINATE ALL ELECTRICAL WORK WITH THE OWNER'S

REPRESENTATIVE AND ALL OTHER TRADES.

GENERAL NOTES:

1 LINE OF NEW GYP. BD. BULKHEAD ABOVE.

PLAN NOTES:

2 INSTALL NEW RB-1 WALL BASE.

3 TEMPORARY EMERGENCY EXIT DOOR.

4 STAINLESS STEEL END WALL GUARD BY FSC. SEE FOOD

SERVICE PLANS.

5 STAINLESS STEEL CORNER GUARD, SEE FINISH MATERIAL

INDEX.

6 TEMPORARY WALL CONSTRUCTED OF LT. GA. METAL

FRAMING WITH GYP. BD. EACH SIDE AND BATT INSULATION

FROM FLOOR TO ROOF DECK ABOVE

7 INSTALL STAINLESS STEEL REDUCER TRANSITION WHERE

KITCHEN FLOOR FINISH AND EXISTING FLOOR FINISH MEET.

8 SIDE FOLDING SECURITY GRILLE, SEE SPEC.

9 PROVIDE FLOOR LEVELER TO ENSURE THERE IS NO SLOPING.

10 PATCH AND REPAIR TILE WHERE FLOOR CUTTING OCCURED,

MATCH EXISTING.

11 PATCH COMPOSITE SLAB OVER TUNNEL WHERE FLOOR

DRAINS ARE REMOVED AND LEVEL SLOPED FLOOR AROUND

DRAIN.

12 NEW FLOOR DRAIN - SEE MECHANICAL

COFFEE SHOP

4-104A

A2.00

A2.00 2

CAFETERIA

4-104

A2.00

A2.01

T

T

T

BOYS

4-100G

19' - 11" 4' - 0"

8' - 11"A.F.F.1

8' - 6"A.F.F.

1' - 3" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

"3

SLIP TRACK AT TOP

OF WALL TO SOFFIT

SLIP TRACK AT TOP

OF WALL TO SOFFIT

CAULK JOINT AT CEILING SOFFIT TO WALL EACH END

TOOTH IN NEW CMU WHERE

EXISTING DUCT WAS REMOVED

J4

1. MECHANICAL AND ELECTRICAL INFORMATION SHOWN IS

INTENDED ONLY TO COMMUNICATE DESIGN INTENT. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR DETAILED

INFORMATION. NOTIFY ARCHITECT/ENGINEER OF ANY

DISCREPANCIES NOTED PRIOR TO COMMENCEMENT OF WORK.

2. COORDINATE ALL CEILING MOUNTED EQUIPMENT SUPPORTS,

DEVICE LOCATIONS, CLEARANCES, ETC. WITH EQUIPMENT

INSTALLERS AND SUPPLIERS PRIOR TO INSTALLATION.

3. ACOUSTICAL PANEL CEILING GRIDS OR PANELS SHALL BE

CENTERED IN ROOMS UNLESS OTHERWISE NOTED OR

DIMENSIONED.

4. ALL CEILING MOUNTED ITEMS (LIGHT FIXTURES, SPRINKLER

HEADS, ETC.) SHALL BE CENTERED IN ACOUSTICAL CEILING

PANELS OR GYPSUM BOARD SOFFITS UNLESS OTHERWISE NOTED

OR DIMENSIONED.

5. SPACE LIGHT FIXTURES EVENLY IN ROOMS, BAYS, SPACES, ETC.

AND CENTER BETWEEN EXPOSED STRUCTURAL ELEMENTS

WHERE APPROPRIATE.

6. DIMENSIONS TO CEILING-INSTALLED ITEMS ARE TO CENTERLINE

OF FIXTURE OR EQUIPMENT UNLESS NOTED OTHERWISE.

7. LOCATE CONTROL JOINTS IN GYPSUM BOARD CEILINGS, SOFFITS,

BULKHEADS, AND FASCIAS AS INDICATED ON DRAWINGS OR AS

SPECIFIED AND TO ALIGN WITH THOSE IN WALLS BELOW. VERIFY

PROPOSED LAYOUT WITH ARCHITECT PRIOR TO INSTALLATION.

8. PAINT ALL CONDUITS, DUCTWORK, SUPPORTS, HANGERS, ETC.

THAT WILL REMAIN EXPOSED TO VIEW. MATCH COLOR INDICATED

FOR STRUCTURE UNLESS NOTED OTHERWISE.

9. ALL NEW CEILING HEIGHT IS NOTED ON PLAN.

10. EXISTING GYP BD CEILINGS TO REMAIN - PATCH AND PAINT AS

NEEDED TO COORD. W/ NEW WORK. SEE ELECTRICAL AND

MECHANICAL.

11. ACT CEILING WILL INTALL AS "EXISTING", EXCEPT NOTED ON THE

PLAN.

GENERAL CEILING NOTES:

1 ACOUSTICAL CEILING TILE #1 - 24"x24"

CEILING PLAN NOTES:

CEILING LEGEND:

ACTGYP

2 5/8" GYPSUM BOARD SOFFIT - PAINT - SEE FINISH SCHEDULE

3 PENDANT LIGHTS. SEE ELEC.

4 CEILING MOUNTED TRACK FOR SIDE FOLDING SECURITY

GRILLE, SEE SPEC.

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

CLIENT

1 DD Issue 4/7/2026

2 90% CD Issue 4/21/2026

3 100% CD Issue 4/30/2026

A u to d e s k D o c s

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44421 4/30/2026

FLOOR AND RCP PLAN

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LG

JW

1/4" = 1'-0"

FIRST LEVEL PLAN - AREA 4C

NORTH

1/4" = 1'-0"

FIRST LEVEL CEILING PLAN - AREA 4C

NORTH

F F

R Z

REF

21" 42" x

21" 48" x

1. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL

REQUIREMENTS OF THE OWNER. EACH TRADE CONTRACTOR SHALL

BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING

ALL SAFETY PROCEDURES, PRECAUTIONS AND PROGRAMS IN

CONNECTION WITH THEIR WORK.

2. THE GENERAL CONTRACTOR SHALL FILE FOR AND OBTAIN ALL

REQUIRED PERMITS, LETTERS OF SATISFACTORY COMPLETION AND

CERTIFICATES OF OCCUPANCY FROM THE LOCAL BUILDING

OFFICIALS.

3. ALL EQUIPMENT SHOWN AS DASHED IS BY THE OWNER. ELECTRICAL

CONTRACTOR TO VERIFY POWER REQUIREMENTS FOR OWNER'S

EQUIPMENT. MECHANICAL CONTRACTOR TO VERIFY PLUMBING AND

HVAC REQUIREMENTS OF OWNER'S EQUIP.

4. REFER TO THE MECHANICAL, ELECTRICAL DRAWINGS FOR

ADDITIONAL WORK REQUIRED UNDER THIS CONTRACT.

5. THE GENERAL CONTRACTOR AND/OR MECHANICAL CONTRACTOR

SHALL COORDINATE ALL MECHANICAL WORK WITH THE OWNER'S

REPRESENTATIVE AND ALL OTHER TRADES.

6. THE GENERAL CONTRACTOR AND/OR ELECTRICAL CONTRACTOR

SHALL COORDINATE ALL ELECTRICAL WORK WITH THE OWNER'S

REPRESENTATIVE AND ALL OTHER TRADES.

GENERAL NOTES:

1 LINE OF NEW GYP. BD. BULKHEAD ABOVE.

PLAN NOTES:

2 INSTALL NEW RB-1 WALL BASE.

3 TEMPORARY EMERGENCY EXIT DOOR.

4 STAINLESS STEEL END WALL GUARD BY FSC. SEE FOOD

SERVICE PLANS.

5 STAINLESS STEEL CORNER GUARD, SEE FINISH MATERIAL

INDEX.

6 TEMPORARY WALL CONSTRUCTED OF LT. GA. METAL

FRAMING WITH GYP. BD. EACH SIDE AND BATT INSULATION

FROM FLOOR TO ROOF DECK ABOVE

7 INSTALL STAINLESS STEEL REDUCER TRANSITION WHERE

KITCHEN FLOOR FINISH AND EXISTING FLOOR FINISH MEET.

8 SIDE FOLDING SECURITY GRILLE, SEE SPEC.

9 PROVIDE FLOOR LEVELER TO ENSURE THERE IS NO SLOPING.

10 PATCH AND REPAIR TILE WHERE FLOOR CUTTING OCCURED,

MATCH EXISTING.

11 PATCH COMPOSITE SLAB OVER TUNNEL WHERE FLOOR

DRAINS ARE REMOVED AND LEVEL SLOPED FLOOR AROUND

DRAIN.

12 NEW FLOOR DRAIN - SEE MECHANICAL

A2.00 2

A2.00

J4.F

J4.FJ4.F

J4.F

J4.F

2' - 4" 8' - 9" 12' - 10"

23' - 11"

19' - 11" 4' - 0"

/4

/4

A2.01

20' - 8" 3' - 3"

T

J4

J4 34"h

6' - 9 1/4" 5' - 0" 4' - 9 3/4"

/4

/8

4 4

7' - 11 1/8" 12' - 5"

C F

T -1

E X

IS

T

RBS-1EXIST.

COFFEE SHOP

4-104A

CAFETERIA

4-104

T

T

/4

/4

/4

1' - 6" 4 1/4"

EXIST.

R B

S -1

C F

T -1

MIN.

12"

NOTE: GC TO PROVIDE FIRE-

TREATED PLYWD BLOCKING AS

REQUIRED AT EQUIPMENT NOTED

IN FOOD SERVICE PLANS AND

DETAILS

BOYS

4-100G

FINISH MATERIAL INDEX:

ACOUSTICAL MATERIALS

ACT-1 MANUFACTURER: USG,

PRODUCT: KITCHEN LAY-IN PANELS 3210

SIZE: 24"x24"

EDGE: SQUARE

COLOR: WHITE

GRID: 15/16"

CERAMIC FLOOR TILE

CFT-1 DISTRIBUTOR: ERGON

PATTERN: GRAINSTONE, ROUGH GRAIN

SIZE: 60 CM X 60 CM

COLOR: GREY

INSTALL: STACKED

CONTACT: M2i Ltd.; Michael Montorsi: mmontorsi@m2iltd.com

SCHLUTER TRANSITIONS

SCH-1: RENO-V, WHERE NEW FLOOR TILE AND EXISTING

FLOOR MEET

SCH-3: DECO, WHERE THE NEW FLOOR TILE AND NEW COFFEE

SHOP FLOORING MEET

RUBBER SHEET FLOOR

RBS-1 MANUFACTURER: ECO-GRIP

PRODUCT: SLIP RESISTANT SAFETY FLOOR

SIZE: 60"X96"

COLOR: PEWTER

BASE: ROUTED COVED

SCHLUTER TRANSITIONS

SCH-2: RENO-RAMP /-K, WHERE THE NEW COFFEE SHOP

FLOORING AND EXISTING FLOOR MEET

RESILIENT BASE

RB-1 MANUFACTURER: JOHNSONITE

PROFILE: COVED

HEIGHT: 4"

COLOR: BURNT UMBER 63

FIBER REINFORCED PANELS

FRP-1 MANUFACTURER: MARLITE

PRODUCT: SYMMETRIX SMARTSEAM

PATTERN: 6"x3" SUBWAY HORIZONTAL

COLOR: WHITE PANEL W/ GREY GROOVES

PANEL SIZE: 4' X 8'

PAINTS AND COATING

PT-1 MANUFACTURER: SHERWIN WILLIAMS

COLOR: PURE WHITE SW 7005 (FIELD)

PT-2 MANUFACTURER: SHERWIN WILLIAMS

COLOR: CUSTOM COLOR MATCH, RGB: 221 31 38 (ACCENT)

PT-3 MANUFACTURER: SHERWIN WILLIAMS

COLOR: DOVETAIL SW 7018 (ACCENT AND H.M.

DOOR FRAME)

PLASTIC LAMINATES *FOOD SERVICE

PLAM-1 MANUFACTURER: FORMICA

PATTERN: GRAPHITE ELM 5769-NG

QUARTZ *FOOD SERVICE

QTZ-1 MANUFACTURER: DALTILE

PATTERN: SIMPLY GREY OQ30

THICKNESS: 3CM

WALL/CORNER GUARDS *FOOD SERVICE

WG-1 STAINLESS STEEL END WALL GUARD, 2" WINGS X H" * FIELD

VERIFY (FULL HEIGHT OF WALL)

CG-1 STAINLESS STEEL CORNER GUARD, 2" WINGS X H" * FIELD

VERIFY (FULL HEIGHT OF WALL)

KITCHEN EQUIPMENT, SEE

FOOD SERVICE PLANS FOR

FURTHER INFORMATION

PAINT EXISTING ALCOVE

WALLS AND CEILING

PT-1

PAINT EXISTING WALL PT-1

RB-1 WALL BASE

EXISTING MECH.

TO REMAIN

EXIST ROOM SIGN

TO REMAIN

EXISTING CMU WALL TO

REMAIN

PAINT EXISTING

DOOR FRAME, PT-3

EXIST.

4' - 0 +/-

/4

/4

/4

A2.01

PAINT EXISTING CMU

WALL PT-1

PAINT EXISTING CMU

WALL PT-1

PAINT NEW GYP. BD.

SOFFIT PT-3

PAINT SIGNAGE LEDGE AND

SOFFIT CEILING PT-2

KITCHEN EQUIPMENT, SEE

FOOD SERVICE PLANS FOR

FURTHER INFORMATION

SIGNAGE BY OWNER,

PROVIDE ADDITIONAL WALL

BLOCKING FOR MOUNTING

PLAM-1 VERTICAL,

SEE FOOD SERVICE

PLANS FOR FURTHER

INFORMATION

QTZ-1 COUNTERTOPS,

SEE FOOD SERVICE

PLANS FOR FURTHER

INFORMATION

55" DISPLAY PROVIDED

AND INSTALLED BY

OWNER

3' - 3" +/-

EQ. 16' - 1 1/2" EQ.

RB-1 WALL BASE

20' - 8" +/-

PAINT END OF FURRED

WALL PT-1

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

CLIENT

1 DD Issue 4/7/2026

2 90% CD Issue 4/21/2026

3 100% CD Issue 4/30/2026

A u to d e s k D o c s

/R P

S J o h n

M a rs h a ll

H S

C o ff e e S h o p /2

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J o h n M a rs h a ll H

S C o ff e e

S h o p

.r v t

/3

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:5 :1

P

M

A2.00

Jason Woodhouse

44421 4/30/2026

ENLARGED FLOOR PLAN

R O

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26-015

4/30/2026

ERS

JW

1/2" = 1'-0"

COFFEE SHOP - ENLARGED PLAN

ROOM FINISH SCHEDULE

Room # Room Title Floor Base

Walls Ceilings(See R.C.P.)

CommentsNorth South East West Type Finish Clg. Ht.

4-104 CAFETERIA EXIST./CFT-1 EXIST./RB-1 EXIST. EXIST./PT-1 EXIST./PT-1 EXIST. EXIST. EXIST. EXIST. PAINT CAFETERIA FACING COFFEE SHOP WALLS AND SOUTH WALL WHERE CMU WAS INFILLED.

4-104A COFFEE SHOP RBS-1 RBS-1 FRP-1/PT-1 FRP-1/PT-1 FRP-1/PT-1 FRP-1/PT-1 ACT-1/GYP. BD. --/PT-2 8'-11"/8'-6" SOFFIT SEE ROUTED COVE DETAIL FOR KITCHEN BASE, 3/A2.01. FRP PANELS, 4'X8' PT-1 ABOVE

NORTH

1/4" = 1'-0"

COFFEE SHOP - MICROWAVE CENTER

1/4" = 1'-0"

COFFEE SHOP - ORDER COUNTER

W6x6 - W1.4xW1.4 WWF NEW CONC. SLAB AND

VAPOR BARRIER - BY G.C.

DOWEL INTO EXISTING SLAB

AT 3'-0" o.c. - MIN. 1 PER SIDE

COMPACTED GRANULAR FILL

W/ NEW VAPOR BARRIER - SEAL

TO EXIST. VAPOR BARRIER

EXIST. COMPACTED GRANULAR

FILL W/ VAPOR BARRIER

S T

A N

D A

R D

H E

IG

H

T

ECO-GRIP FLOORING

ROUTED COVE

ECO-GRIP ADHESIVE

ECO-GRIP FLOORING

ECO-GRIP BASE CAP

ECO-GRIP SEALANT

STAINLESS STAPLE OR

POWDER-COATED

STEEL FASTENER

FRP OR STAINLESS PANEL

ECO-GRIP FLOORING

1 1/2" PHILLIPS #10 STAINLESS STEEL

SCREW WITH LEAD ANCHOR

16 GAUGE, 2" WIDE STAINLESS

STEEL COLLAR ROUTED INTO

THE ECO-GRIP FLOORING

ECO-GRIP SEALANT USED

BETWEEN DRAIN COLLAR AND

ECO-GRIP FLOORING

ECO-GRIP EPOXY ADHESIVE

ECO-GRIP FLOORING

ECO-GRIP EPOXY FLOORING

ECO-GRIP SEALANT

SUBSTRATE

KICKBOARD

PAN FLASHING

METAL THRESHOLD

J4

• 5/8" GYPSUM BOARD

• 3-5/8" STUDS AT 24" o.c.

• 5/8" GYPSUM BOARD

WALL

TYPE

'AS INDICATED IN DIAGRAM ABOVE'

TYPICAL INTERIOR PARTITION, METAL FRAMED

PROPRIETARY DESIGN FIRE RATING/TEST:(WHERE APPLICABLE)

1/2 HOUR RATING - GA FILE NO. WP 0703

TEST: UL R3501, 12CA09542, 03-28-12,

UL Design W411

GYPSUM WALLBOARD, METAL STUDS

Fire Design:

One layer 5/8” proprietary gypsum wallboard applied parallel or at right angles to each side of 3-5/8", 15 mil steel studs 24" o.c. iwth 1" Type S screws 8" o.c.

Vertical joints centered over studs and staggered one stud cavity each side. Horizontal joints need not be staggered or backed.

(NLB)

Thickness: 4-7/8” (Fire and Sound)

Approx. Weight:

Fire Test: UL R3501, 12CA09542, 03-28-12, UL Design W411

5 psf (Fire and Sound)

STC SOUND RATING/TEST:

STC: 45 - 49

SOUNT TEST: NGC 2014005,

02-18-14

J4 A

J4

4 7/8"

'J4' PARTITIONS TO RECEIVE

SOUND BATT INSULATION NOTED

J4 A

GA FILE NO.

WP 0703

PROPRIETARY 1/2 HOUR FIRE

J6 'AS INDICATED IN DIAGRAM ABOVE W/ 2x6 STUDS IN LIEU OF 2x4 STUDS' (SEE EXPLANATORY NOTE 17 OF GA-600-2024)

J4.f 'AS INDICATED IN DIAGRAM ABOVE MINUS 5/8" GYPSUM BOARD ON ONE SIDE' J6.f 'AS INDICATED IN DIAGRAM ABOVE MINUS 5/8" GYPSUM BOARD ON ONE SIDE AND W/ 2x6 STUDS IN LIEU OF 2x4 STUDS'

(SEE EXPLANATORY NOTE 17 OF GA-600-2024)

45 TO 49 STC

SOUND

Sound Design:

Sound tested with 3-1/2" glass fiber insulation friction fit into stud cavity.

PROPRIETARY GYPSUM PANEL PRODUCTS

National Gypsum Company

- 5/8" Gold Bond® High Strength Fire-Shield 30® Gypsum Board

Sound Test: NGC 2014005, 02-18-14

FIRST LEVEL

100' - 0"

AREA 4 ROOF DECK

113' - 11 3/4"

4' - 1 3/8" 6"

EXIST. TECTUM ROOF DECK

EXIST. STEEL BAR JOISTS

3-5/8" x 18 GA. MIN. AT 16" O.C. METAL

STUD, EXTEND FRAMING TO

STRUCTURE ABOVE

(DESIGNATION: 362S162-43)

5/8" GYP. BD.

3-5/8" METAL STUD

5/8" GYP. BD.

ACT-1 CEILING

SEE PLAN

3 5/8" x 16 GA. TRACK - 3" LEGS

(DESIGNATION : 362T300-54)

METAL CLIP TRACK

A2.01

EXTEND FRAMING TO STRUCTURE

ABOVE, LATERALLY BRACE EVERY

8'-0" O.C.

SUPPORT CROSS MEMBER ON

BOTTOM JOIST CHORD NEAR PANEL

POINT - SECURE WITH

MANUFACTURERS'S STANDARD CLIP

(2) LAYERS 5/8" GYP. BD.

LATERALLY BRACE SOFFIT AT 4'-0" ON

CENTER WITH 3 5/8" x 18 GA STUD -

ALTERNATE BRACE DIRECTIONS

(4) #12 TEK SCREWS EACH BRACE CONNECTION

3 1/2" x 18 GA. METAL STUDS AT 16" O.C.

3"x3"x16GA ANGLE - (1) #12 TEK SCREW

TO EACH STUD AND TO LATERAL

MEMBER

6" x 16 GA. STUD (600S162-54) LATERAL

WITHIN 12" OF EACH JOIST BOTTOM

CHORD PANEL POINT

CORNER GUARD BY FSC

CORNER GUARD BY FSC

/2

STEEL BRACKET AT 16" O.C.

3x3 STEEL TUBE

3 5/8" x 18 GA. METAL STUDS AT 16" O.C.

SECURITY GRILLE TRACK

SECURITY GRILLE POCKET

SECURITY GRILLE

EXISTING TECTUM ROOF CONSTRUCTION

3-5/8" METAL STUD

3" METAL LEGS - 16 GA. TRACK

16 GA C.R. BRIDGING

CHANNEL AS REQ'D BY

MANUFACTURER FOR

HEIGHT LIMITS

ELEV.= 13' - 8 3/4"±

AREA 4 ROOF DECK

VERIFY

(2) #12 TEK SCREWS TRACK TO

EACH DECK FLUTE

(1) #12 TEK SCREWS EACH STUD TO

TRACK

PLAN TEMPORARY CONSTRUCTION WALL

T

1 LAYER GYP. BOARD - WOOD STUD WITH

BATT INSULATION - VAPOR BARRIER

EXTEND FROM FLOOR TO ROOF DECK

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

CLIENT

1 DD Issue 4/7/2026

2 90% CD Issue 4/21/2026

3 100% CD Issue 4/30/2026

A u to d e s k D o c s

/R P

S J o h n

M a rs h a ll

H S

C o ff e e S h o p /2

-0

J o h n M a rs h a ll H

S C o ff e e

S h o p

.r v t

/3

/2

:5 :1

P

M

A2.01

Jason Woodhouse

44421 4/30/2026

DETAILS

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LG

JW

3" = 1'-0"

SLAB ON GRADE INFILL DETAIL

6" = 1'-0"

ROUTED COVE DETAIL

6" = 1'-0"

FLOOR DRAIN DETAIL

6" = 1'-0"

FLOOR TRANSITION TO EXTERIOR DOOR

1" = 1'-0"

SOFFIT DETAIL

1 1/2" = 1'-0"

METAL STUD AT EXISTING CONSTRUCTION

MECHANICAL SYMBOLS LEGEND

DESIGNATIONSSYMBOLDESIGNATIONSSYMBOLDESIGNATIONSSYMBOL DESIGNATIONSSYMBOL

PLUMBING

ACID VENT

ACID WASTE

DEIONIZED WATER SUPPLY

FILTERED WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER (TEMP. INDICATED)

DOMESTIC RECIRC. HOT WATER

HARD COLD WATER

OVERFLOW STORM DRAIN

REVERSE OSMOSIS WATER

SANITARY VENT

SANITARY WASTE

SOIL DRAINAGE TILE

SOFTENED COLD WATER

SOFTENED HOT WATER

TEMPERED WATER

STORM DRAIN

WELL WATER

AV

AW

DIS

140 HW

HARD

SDT

RO

V

W

SCW

SHW

TW

OSD

SD

WW

NPCW NON-POTABLE COLD WATER

NPHW NON-POTABLE HOT WATER

FW

HW

RHW

GW GREASE WASTE

DOMESTIC COLD WATERCW

CLEAR WATER VENTCWV

CLEAR WATER WASTECWW

DOM. RECIRC. HOT WATER (TEMP. INDICATED)140 RHW

PUMPED ACID WASTEPAW

PUMPED STORM DRAINPSD

PUMPED WASTEPW

COMPRESSED AIR (PSI INDICATED)10#A

MECHANICAL PIPING

BOILER FEED

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSATE DRAIN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

FUEL OIL FILL

GLYCOL SUPPLY

GLYCOL RETURN

HEAT RECOVERY SUPPLY

HEAT RECOVERY RETURN

HEATING WATER SUPPLY

HEATING WATER RETURN

LIQUEFIED PETROLEUM GAS

NATURAL GAS (PSI INDICATED)

PUMPED CONDENSATE

RADIATION WATER SUPPLY

RADIATION WATER RETURN

REFRIGERANT LIQUID

BF

CWS

CWR

CD

FOS

GS

GR

HRS

HRR

HWR

HWS

LPG

2#G

FOF

PC

RADS

CS

CR

FOR

FOV

RADR

RL

REFRIGERANT SUCTION

REFRIGERANT HOT GAS BYPASS

REHEAT WATER SUPPLY

REHEAT WATER RETURN

REMOTE RADIATOR SUPPLY

REMOTE RADIATOR RETURN

SECONDARY HEATING WATER SUPPLY

SECONDARY HEATING WATER RETURN

SNOW MELT SUPPLY

SNOW MELT RETURN

STEAM SUPPLY (PSI INDICATED)

STEAM CONDENSATE (PSI INDICATED)

RRS

RS

RHG

RHR

RHS

RRR

SHWS

SHWR

SMS

SMR

10#STM

10#SC

PIPE FITTINGS

ELBOW DOWN

PIPE CAP

ELBOW UP

TEE, OUTLET UP

TEE, OUTLET DOWN

CONNECTION, TOP

ECCENTRIC REDUCER

CONCENTRIC REDUCER

MEDICAL GAS

MEDICAL VACUUM

WASTE ANESTHETIC GAS DISPOSAL

CARBON DIOXIDE

OXYGEN

NITROGEN

NITROUS OXIDE

MEDICAL AIR

WAGD

CO2

O

N

MV

N2O

MA

PIPE UNION

PIPE FLANGE

ELBOW

TEE

FIRE PROTECTION

DFP

F FIRE PROTECTION

FIRE PROTECTION (DRY SYSTEM)

POST INDICATOR VALVE (PIV)

RECESSED FIRE DEPT CABINET

SURFACE MOUNTED FIRE DEPT CABINET

FIRE PROTECTION RISER

UPRIGHT SPRINKLER HEAD W/GUARD

PENDANT SPRINKLER HEAD

UPRIGHT SPRINKLER HEAD

SIDEWALL SPRINKLER HEAD

BUTTERFLY VALVE W/TAMPER SWITCH

DETECTOR CHECK W/BYPASS METER

GRADE FIRE DEPT CONNECTION

FLUSH FIRE DEPT CONNECTION

FIRE DEPT VALVE W/CAP AND CHAIN

O.S. & Y. VALVE W/TAMPER SWITCH

DRY PIPE VALVE

PREACTION VALVE

TS

FDVC

FDVC

FDV

TS

ANNOTATION

(4)A-12"ø

GRILLE, REGISTER, &

DIFFUSER IDENTIFICATION

QUANTITY

CFM

TYPE

SIZE

X X

X X

X X

X X

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

EQUIP DESIGNATION

EQUIP NUMBER

POINT OF CONNECTION, NEW TO EXISTING

POINT OF DISCONNECTION

FTR/RP 01

6'-5"

0.5

HYDRONIC FINNED TUBE

RADIATION & RADIANT

PANEL IDENTIFICATION

TYPE ACTIVE

ELEMENT

LENGTHGPM

EBR 01

6'-5"

ELECTRIC BASEBOARD

RADIATION

IDENTIFICATION

ACTIVE

ELEMENT

LENGTH

ZONE VALVE BOXZVB

AREA ALARM PANELAAP

COMBINATION AREA/MASTER ALARM

PANEL

CAP

TYPE

INTERRUPTIBLE GASIG

PROCESS AND LABORATORY

LABORATORY AIR

LABORATORY VACUUM

ARGON

PROCESS WASTE

NITROGEN

HOUSE VACUUM

LV

AR

PRW

LA

N

HV

PROCESS VACUUMPV

INSTRUMENT AIRIA

ATMOSPHERIC STEAM SUPPLY

ATMOSPHERIC STEAM CONDENSATE

ATM STM

ATM SC

CONNECTION, BOTTOM

DARK DASHED LINE WEIGHT INDICATES

EXISTING ITEM TO BE DEMOLISHED.

GENERAL

LIGHT SOLID LINE WEIGHT INDICATES

EXISTING ITEM TO REMAIN.

DARK SOLID LINE WEIGHT INDICATES

NEW ITEM OR NEW LOCATION.

ROUND

12x12

12ø 12/12

RECTANGULAR (WxH)

FLAT-OVAL (W/H)

DUCT

DIMENSIONS

LIQUID NITROGENLN

MASTER ALARM PANELMAP

XXXX #-## EXISTING EQUIP NUMBER

EXISTING EQUIP DESIGNATION

MECHANICAL ABBREVIATIONS

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AFMS AIR FLOW MEASURING STATION

AHU AIR HANDLING UNIT

ANB ACID NEUTRALIZING BASIN

AP ACCESS PANEL

ARCH ARCHITECT

AS AIR SEPARATOR

BD BUTTERFLY DAMPER

B/G BELOW GRADE

BTU BRITISH THERMAL UNIT

BWV BACKWATER VALVE

CCF HUNDRED CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CL CENTER LINE

CLG CEILING

CO CLEAN OUT

CONTR CONTRACTOR

CONV CONVECTOR

CUH CABINET UNIT HEATER

CW COLD WATER

DB DECIBEL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFUSER

DISCH DISCHARGE

DMPR DAMPER

DN DOWN

DR DRAIN

DSN DOWNSPOUT NOZZLE

DWG DRAWING

EAT ENTERING AIR TEMPERATURE

EDR EQUIVALENT DIRECT RADIATION

EP ELECTRIC-PNEUMATIC

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EXP EXPANSION

F FAHRENHEIT

FC FAN COIL

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FHC FIRE HOSE CABINET

FHR FIRE HOSE RACK

FLR FLOOR

FLEX FLEXIBLE

FM FIRE MAIN

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FEET OR FOOT

F&T FLOAT AND THERMOSTATIC

FTG FOOTING

FTR FINNED TUBE RADIATION

FV FACE VELOCITY

GA GAUGE

GAL GALLON

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HB HOSE BIBB

HD HEAD

HOA HANDS-OFF-AUTOMATIC

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATION,

AND AIR CONDITIONING

HYD HYDRANT

HW HOT WATER

GCO GRADE CLEANOUT

INSUL INSULATION

KW KILOWATT

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LWT LEAVING WATER TEMPERATURE

MBH BTU PER HOUR (THOUSANDS)

MCF THOUSAND CUBIC FEET

MH MANHOLE

NC NOISE CRITERIA OR

NORMALLY CLOSED

NEG NEGATIVE

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

ORD OVERFLOW ROOF DRAIN

PD PRESSURE DROP OR DIFFERENCE

PE PNEUMATIC-ELECTRIC

PLBG PLUMBING

PRV PRESSURE REDUCING VALVE

OR POWER ROOF VENTILATOR

PSIA POUNDS/SQ INCH ABSOLUTE

PSIG POUNDS/SQ INCH GAUGE

PVC POLY VINYL CHLORIDE

RA RETURN AIR

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

RECIRC RECIRCULATING

REG REGISTER

RET RETURN

RH RELATIVE HUMIDITY

RHT REHEAT

RHC REHEAT COIL

RHW RECIRCULATED HOT WATER

RM ROOM

RPM REVOLUTIONS PER MINUTE

RPZ

REDUCED ZONE BACKFLOW

PREVENTER

SA SUPPLY AIR

SAN SANITARY

SCFM CFM, STANDARD CONDITIONS

SD SMOKE DAMPER

SP STATIC PRESSURE

SPECS SPECIFICATIONS

SUP SUPPLY

SQ SQUARE

STM STEAM

TD TEMPERATURE DIFFERENCE

TEMP TEMPERATURE

TONS TONS OF REFRIGERATION

T-STAT THERMOSTAT

TYP TYPICAL

UB UP-BLAST

UG UNDERGROUND

UH UNIT HEATER

UR URINAL

V SANITARY VENT

VD VOLUME DAMPER

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W SANITARY WASTE

W/ WITH

WC WATER CLOSET

WCO WALL CLEANOUT

WH WALL HYDRANT

W/O WITHOUT

WTR WATER

GR GRILLE

VAV VARIABLE AIR VOLUME

VTR VENT THROUGH ROOF

INV INVERT

RLF RELIEF

ISO ISOLATION EXHAUST

GEXH GREASE EXHAUST

RH ROOF HYDRANT

YCO YARD CLEANOUT

ZDL ZERO DEADLEG VALVE

AUTOMATIC AIR VENT

AUTOMATIC CONTROL VALVE, 2-WAY

AUTOMATIC CONTROL VALVE, 3-WAY

STRAINER W/BLOWDOWN

CAP AND VALVE

PIPE SPECIALTIES

FLEXIBLE CONNECTION

PIPE ANCHOR

ALIGNMENT GUIDE

STRAINER

PRESSURE REDUCING VALVE

(SETTING AS NOTED, PSI)

EXPANSION JOINT

MANUAL AIR VENT

PRESSURE RELIEF/SAFETY

VALVES(SETTING AS NOTED, PSI)

DRAIN VALVE

REDUCED PRESSURE ZONE BACK

FLOW PREVENTER

DIAPHRAGM

REFRIGERANT SIGHT GLASS

GAS PRESSURE REGULATOR VALVE

BACKWATER VALVE

REFRIGERANT DRYER

FLOW DIRECTION

FLOW DIRECTION W/PITCH

DUPLEX STRAINER

PUMP

THERMOMETER

PRESSURE/TEMPERATURE TEST PORT

STEAM TRAP (TYPE INDICATED)

FLOW SWITCH

PRESSURE GAUGE W/PIGTAIL &

PETCOCK

PRESSURE SWITCH

FLOOR DRAIN

DRAIN ABOVE

FLOOR SINK

WALL HYDRANT

HOSE BIBB

WALL CLEANOUT

ROOF DRAIN

MANHOLE

HB

A

M

FS

PS

GAS COCK VALVE

WH

DEIONIZED WATER RETURNDIR

CLEAN DRY AIRCDA

REVERSE OSMOSISRO

CONTROLS

AQUA STAT

TAMPERPROOF THERMOSTAT

HUMIDISTAT OR R.H. SENSOR

REFRIGERANT SENSOR

SMOKE DETECTOR

SPACE TEMPERATURE SENSOR

STATIC PRESSURE SENSOR

ROOM PRESSURE MONITOR

THERMOSTAT

THERMOSTAT W/GUARD

CARBON MONOXIDE SENSOR

CARBON DIOXIDE SENSOR

DIFFERENTIAL PRESSURE SENSOR

TEMPERATURE SENSOR

A

CO2

CO

H

R

P

SD

TS

SP

PS

T

T

T

DP

TS

P

DUCTWORK

SUPPLY AIR OR OUTDOOR AIR

RETURN AIR

EXHAUST AIR

STANDARD BRANCH, NO SPLITTER -

SUPPLY FLOW TO RIGHT -

RETURN/EXHAUST FLOW TO LEFT

BELLMOUTH WITH BALANCING

DAMPER

FLEXIBLE DUCT

TURNING VANES

FLEXIBLE CONNECTION

MANUAL VOLUME DAMPER

MOTORIZED DAMPER

TYPE:

FD = FIRE DAMPER

SD = SMOKE DAMPER

FSD = COMBINATION FIRE/SMOKE

DAMPER

CRD = CEILING RADIATION DAMPER

ORIENTATION:

SUPPLY GRILLE OR REGISTER

RETURN DUCT UP, NEGATIVE

PRESSURE

SUPPLY DIFFUSER/REGISTER

BLANKOFF INDICATED

RETURN OR EXHAUST GRILLE OR

REGISTER

SUPPLY DUCT UP, POSITIVE

PRESSURE

EXHAUST DUCT UP, NEGATIVE

PRESSURE

RETURN GRILLE/REGISTER

EXHAUST GRILLE/REGISTER

LINEAR DIFFUSER

CONCENTRIC DUCT TRANSITION

ECCENTRIC DUCT TRANSITION

RECTANGULAR-TO-ROUND DUCT

TRANSITION

VAV BOX

REHEAT COIL

VAV BOX W/ REHEAT COIL

DUCT OFFSETS

DUCT CUTLINE

M

XXX

RETURN DUCT DN, NEGATIVE

PRESSURE

SUPPLY DUCT DN, POSITIVE

PRESSURE

EXHAUST DUCT DN, NEGATIVE

PRESSURE

DROPRISE

VERTICAL

XXX

XXX

XXX

ACTUATOR (AS

APPLICABLE)

HORIZONTAL

BLADE/CURTAIN

FIRE, SMOKE, AND

COMBINATION

FIRE/SMOKE DAMPERS

TYPE

ORIENTATION

AIRFLOW MEASURING STATIONAFMS

VAV BOX W/ DUCT SILENCER

VENTURI TYPE AIR…