1-Drawings - Gage Elementary Resource Room Remodel.pdf

OWNER

ARCHITECT

ELECTRICAL ENGINEER

MECHANICAL ENGINEER

ROCHESTER PUBLIC SCHOOLS

615 7TH ST SW

ROCHESTER, MINNESOTA 55902

CONTACT: BILL BURT

PHONE NUMBER: (507) 993-2968

EMAIL: william.burt@rochesterpublicschools.org

CRW ARCHITECTURE + DESIGN GROUP

211 ELEVENTH AVENUE NORTHWEST

ROCHESTER, MINNESOTA 55901

CONTACT: VERONICA KINGSTON

PHONE NUMBER: (507) 206-6201

EMAIL: vkingston@crwarchitecture.com

DUNHAM ENGINEERING, INC

421 FIRST AVE SW SUITE 201W

ROCHESTER, MN 55902

CONTACT: STEVE HARMON, PE.

PHONE NUMBER: (507) 424-3350

EMAIL: steve.harmon@dunhameng.com

DUNHAM ENGINEERING, INC

421 FIRST AVE SW SUITE 201W

ROCHESTER, MN 55902

CONTACT: OWEN NORD

PHONE NUMBER: (507) 424-6851

EMAIL: owen.nord@dunhameng.com

STUCTURAL ENGINEER

SEH, INC

3428 LAKERIDGE PL NW STE 100

ROCHESTER, MN 55901

CONTACT: BENJAMIN WOLFE

PHONE NUMBER: (507) 316-6648

EMAIL: bwolf@sehinc.com

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SITE

SHEET NUMBER

ISSUE/REVISION HISTORY

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DATE

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NUMBER

NUMBER DATE

OF SHEETS

NOT

FOR

CONSTRUCTION

© 2026 CRW architecture + design group

CONSTRUCTION DOCUMENT SET

No. ISSUED FOR DATE

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p. 507.206.6201

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COVER SHEET

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25-018

03/10/26

VLK/ERS

JW

RPS GAGE ELEMENTARY

SCHOOL RESOURCE ROOM

REMODEL

ROCHESTER MINNESOTA

PLANS ISSUED:03/10/26

1-GENERAL INFORMATION

G0.00 COVER SHEET

G0.01 GENERAL INFORMATION SHEET

2-ARCHITECTURAL DEMO

AD1.01 LEVEL 1 - DEMO PLAN

AD1.21 LEVEL 1 - DEMO REFLECTED CEILING PLAN

3-ARCHITECTURAL

A1.00 LEVEL 1 - FLOOR PLAN

A1.21 LEVEL 1 - REFLECTED CEILING PLAN

A2.00 INTERIOR ELEVATIONS, DETAILS &

SCHEDULES

4-STRUCTURAL

S1.00 STRUCTURAL PLAN

5- MECHANICAL

M000 MECHANICAL SYMBOLS AND

ABBREVIATIONS

xM880 VENTILATION MATRIX AND DAMPER MATRIX

MD100 PARTIAL MAIN LEVEL MECHANICAL

DEMOLITION PLAN

M100 PARTIAL MAIN LEVEL MECHANICAL PLAN

ME100 MECHANICAL AND ELECTRICAL SCHEDULES

FD100 PARTIAL MAIN LEVEL FIRE PROTECTION

DEMOLITION PLAN

F100 PARTIAL MAIN LEVEL FIRE PROTECTION

PLAN

P100 PARTIAL UNDERFLOOR PLUMBING PLAN

P101 PARTIAL MAIN LEVEL PLUMBING PLAN

P200 PLUMBING RISERS

6-ELECTRICAL

E100 ELECTRICAL DEMOLITION PLAN

E200 ELECTRICAL LIGHTING PLAN

E300 ELECTRICAL POWER AND SIGNAL PLAN

E500 ELECTRICAL DETAILS AND SCHEDULES

CODE INFORMATION: SHEET INDEXSITE LOCATION MAP

BUILDING LEGEND

AREA OF WORK

*****(update per specific project)*****

2024 INTERNATIONAL BUILDING CODE

2020 MINNESOTA STATE BUILDING CODE

2020 MINNESOTA ACCESSIBILITY CODE

2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS

PROPOSED PROJECT SUMMARY:

THIS PROJECT WILL EXPAND THE CURRENT RESOURCE ROOM AND CHANGE THE USE INTO A

FACS ROOM WITH 3 STUDENT STATIONS AND 1 TEACHER STATION BUILT OUT AND 2 STUDENT

STATIONS WITH PLUMBING AND ELECTRIC ROUGHED IN FOR FUTURE EXPANSION OPTIONS.

THIS PROJECT WILL ALSO CREATE A NEW RESOURCE ROOM AND INCLUDE MODIFICATIONS TO

THE MEDIA CENTER LAYOUT.

OCCUPANCY CLASSIFICATION (CHAPTER 3):

GROUP xx - xxxxxxxxxx

- GROUP xx OCCUPANCY OCCURS ON THE xxxxxxxx LEVEL

TYPE OF CONSTRUCTION (CHAPTER 6):

GROUP xx - xxxxxxxxxx IS PROTECTED BY TYPE xx CONSTRUCTION

- BUILDING IS x STORIES, (sprinklered or non-sprinklered)

TABLE 601 ~ FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

TYPE xx CONSTRUCTION

BUILDING ELEMENT: TYPE xx CONSTRUCTION HOURS:

STRUCTURAL FRAME x BEARING WALL - EXTERIOR x BEARING WALL - INTERIOR x NONBEARING WALLS - EXTERIOR x NONBEARING WALLS - INTERIOR x FLOOR CONSTRUCTION x ROOF CONSTRUCTION x

TABLE 504.3 ~ ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE

OCCUPANCY xx, (sprinklered or non-sprinklered), TYPE xx CONSTRUCTION = xx FEET

PROPOSED BUILDING HEIGHT: xx' - x" = OK

TABLE 504.4 ~ ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

OCCUPANCY x, (sprinklered or non-sprinklered), TYPE xx CONSTRUCTION = xx STORIES

PROPOSED BUILDING STORIES: xx = OK

TABLE 506.2 ~ ALLOWABLE AREA FACTOR

OCCUPANCY x, (sprinklered or non-sprinklered), TYPE xx CONSTRUCTION = xx SF AREA

PROPOSED BUILDING AREA: xx = OK

TABLE 508.2.4 ~ ACCESSORY OCCUPANCY SEPARATIONS

NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND MAIN

OCCUPANCIES.

*(look at section 508.2.4 exceptions to see if they apply to the specific project)*

N O

R T

H

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

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

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

DISPENSER

PAPER

TOWEL

DISPENSER

SOAP

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

ELEVATOR

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

CONTROLS/

SWITCHES

ACCESSIBLE

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

7 LAVATORY PLAN & ELEVATION

DRINKING FOUNTAIN

AMBULATORY TOILET STALL

LATCH SIDE DOOR CLEARANCES

COAT ROD & SHELF/ COAT HOOKS

BOLLARD DETAIL

ELEVATOR SIGNALS

8 FIRE EXTINGUISHER

VANITY ELEVATION & SECTION

ACCESSIBLE REACH LIMITATIONS

ACCESSIBLE TOILET PLAN

6 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- 1/

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

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 2

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.

1 1/2" MAX.

30° 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

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

100% CDs 03/10/26

KEY PLAN

A u to d e s k D o c s /R

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G a g e E le m e n ta ry C o m m u n it y R e s o u rc e R o o m R e m o d e l/

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G0.01

JASON WOODHOUSE

44421 03/10/26

GENERAL INFORMATION

SHEET

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25-018

03/10/26

VLK/ERS

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. A.I.A. DOCUMENT A-201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,

2007 EDITION, SHALL BE CONSIDERED AS PART OF THESE DOCUMENTS AS IF BOUND

HEREIN. REFER TO THE SPECIFICATIONS FOR ADDITIONAL SUPPLEMENTAL CONDITIONS.

4. 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.

5. 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.

6. BEFORE BIDDING, FABRICATION OR BEGINNING WORK, CONTRACTOR SHALL VISIT

PROJECT SITE AND FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ETC.

7. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES, CONTRADICTIONS OR

QUESTIONS REGARDING THE CONTRACT DOCUMENTS OR EXISTING CONDITIONS TO THE

ARCHITECT IMMEDIATELY FOR RESOLUTION.

8. CONTRACTOR SHALL IMMEDIATELY REPORT ANY CODE VIOLATIONS IN THE CONTRACT

DOCUMENTS TO THE ARCHITECT FOR RESOLUTION.

9. 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.

10. 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

11. ALL FINISH MATERIALS SHALL CONFORM TO APPLICABLE FLAME SPREAD AND SMOKE

GENERATED REQUIREMENTS.

12. 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.

13. 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.

14. CONTRACTOR SHALL FOLLOW OSHA AND OTHER APPLICABLE SAFETY REQUIREMENTS

DURING ALL WORK INCLUDING BUT NOT LIMITED TO DEMOLITION, REPAIR AND

CONSTRUCTION.

15. 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.

16. 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.

17. 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.

18. 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.

19. CONTRACTOR SHALL COORDINATE THE TIMING, PHASING AND EXECUTION OF ALL

CUTTING AND PATCHING FOR THE EFFICIENT AND TIMELY COMPLETION OF WORK.

20. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TEMPORARY PROTECTION AT ANY

OPENINGS IN FLOORS, ROOFS, WALLS, ETC.

21. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING ERECTION

PROCEDURE AND CONSTRUCTION SEQUENCE IN ORDER TO ENSURE THE SAFETY OF THE

BUILDING, WORKMEN AND VISITORS.

22. CONTRACTOR SHALL SAFELY AND LEGALLY REMOVE AND DISPOSE OF ALL MATERIALS

NOT SCHEDULED TO BE SALVAGED OR RE-INSTALLED.

23. 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.

24. MATERIAL OR PRODUCT SUBSTITUTIONS SHALL FOLLOW THE SUBSTITUTION

REQUIREMENTS OF DIVISION 01 OF THE PROJECT SPECIFICATIONS DOCUMENT.

25. SHOP DRAWINGS OR OTHER SUBMITTALS SHALL FOLLOW THE SUBMITTAL

REQUIREMENTS OF DIVISION 01 OF THE PROJECT SPECIFICATIONS DOCUMENT.

26. THE FIRE PROTECTION CONTRACTOR AND PLUMBING CONTRACTOR SHALL CONFIRM

ALL FLOW TEST INFORMATION WITH THE LOCAL FIRE DEPARTMENT AND WATER

DEPARTMENT AS REQUIRED.

27. GENERAL CONTRACTOR SHALL PROVIDE APPROVED KEY BOXES AS REQUIRED BY

LOCAL FIRE MARSHALL. INSTALL AT LOCATIONS AS REQUIRED BY THE FIRE MARSHALL.

28. 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.

29. 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.

30. 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%.

31. REPAIR EXISTING PUBLICLY OWNED FACILITIES OR STRUCTURES DAMAGED OR

ALTERED DURING DEMOLITION OR CONSTRUCTION TO THE SATISFACTION OF THE LOCAL

MUNICIPALITY.

32. EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, CONTRACTOR SHALL ENSURE THAT

ALL FINISH MATERIALS SHALL BE APPLIED TO BE FLUSH WITH ADJACENT SURFACES AND

JOINTS.

33. 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.

34. 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.

35. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION AND LOCATION OF THE FIRE

DEPARTMENT KEY BOX W/ THE ROCHESTER FIRE PREVENTION BUREAU.

GENERAL NOTES

IC

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.

1 REMOVE AND DISPOSE OF EXISTING DEMOUNTABLE PARTITIONS

IN THEIR ENTIRETY.

2 REMOVE AND DISPOSE OF EXISTING DOOR, FRAME, AND

HARDWARE IN IT'S ENTIRETY.

(NOT ALL DEMOLITION NOTES APPEAR ON EVERY SHEET)

3 REMOVE AND DISPOSE OF EXISTING MASONRY WALL PARTITION

FOR NEW DOOR. SEE STRUCT FOR NEW LINTEL.

4 REMOVE AND SALVAGE MEDIA CENTER SHELVING TO OWNER.

5 DEMO EXISTING LVT AND BASE TYP. THROUGHOUT SPACE.

6 REMOVE AND DISPOSE OF EXISTING PROJECTOR SCREEN AND

TACKBOARDS.

7 MODIFY EXISTING TACK STRIP FOR NEW DOOR.

8 DEMO AND SALVAGE EXISTING CARPET FOR PATCH WORK.

9 REMOVE CONCRETE SLB TO ALLOW FOR PLUMBING WORK.

EXISTING SANITARY SEWER IS APPROX. 7'-0" BELOW SLAB. SEE

MECH.

10 EXISTING COLUMN TO REMAIN - TYP.

11 EXISTING SHELVING AND CASEWORK TO REMAIN U.N.O. - TYP.

12 EXISTING FLOOR DRAIN TO REMAIN.

13 EXIST. WASHER/DRYER TO BE TEMPORARILY REMOVED AND

STORED.

4 4

FACS ROOM

RESOURCE

ROOM

214C

CLASSROOM

MEDIA CENTER

AD1.01

3' - 4" 2' - 2"

1' - 2 3/8"

EXIST EXIST

EXIST EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

EXISTEXIST

SPEECH

SPEECH

PSYCH.

215A

FOCUS ROOM

FERNBROOK

214B

BEHAVIOR

SUPPORT

214A

EXIST EXIST

EXISTING COURTYARD

EXISTING COURTYARD

11' - 8" 3' - 7"

12' - 5"

4' - 4"5' - 8"

FACS ROOM

MEDIA CENTER

3' - 9" 4' - 11" 4' - 8"

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

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A u to d e s k D o c s /R

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VLK/ERS

JW

1/4" = 1'-0"

LEVEL 1 DEMO PLAN

1/4" = 1'-0"

LEVEL 1 SLAB CUTTING PLAN

NO. REVISIONS DATE

N O

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H

N O

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F

A

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FACS ROOM

RESOURCE

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A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.12' - 0"

A.F.F.12' - 0"

A.F.F.9' - 0"

A.F.F.12' - 0"

A.F.F.12' - 0"

A.F.F.9' - 0"

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, SPEAKERS,

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.

GENERAL CEILING NOTES:

ACOUSTICAL CEILING TILE (ACT-1)

CEILING TYPES LEGEND

GYPSUM BOARD TO BE PAINTED (PT-6)

CEILING PLAN DEMO NOTES:

ACOUSTICAL CEILING TILE (ACT-2)

1 REMOVE AND SALVAGE EXISTING CEILING TILES. REMOVE AND

DISPOSE OF EXISTING GRID.

2 REMOVE EXISTING FASCIA AND FRAMING.

3 REMOVE AND SALVAGE EXISTING CEILING TILES. REMOVE

EXISTING SUSPENDED ACT CEILING IN THIS AREA TO

ACCOMMODATE NEW WORK.

4 REMOVE AND/OR MODIFY EXISTING SUSPENDED ACT CEILING TO

ACCOMMODATE NEW WALLS. SALVAGE EXISTING CEILING TILES.

5 LT GA METAL FRAMING AND FASCIA TO REMAIN

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

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KEY PLAN

A u to d e s k D o c s /R

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CEILING PLAN

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VLK/ERS

JW

1/4" = 1'-0"

LEVEL 1 - DEMO REFLECTED CEILING PLAN

NO. REVISIONS DATE

N O

R

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:

FLOOR PLAN NOTES:

1 BASE BID: FUTURE KITCHENETTES TO BE ROUGHED IN

WITH PLUMBING AND ELECTRIC, TO BE BUILT OUT AT A

LATER DATE. SEE MEP PLANS.

ALTERNATE A-1: STATIONS 4 & 5 TO BE BUILT OUT

COMPLETELY.

2 INSTALL NEW 4' x 8' MARKERBOARDS PROVIDE BACKING AS

NEEDED.

3 FUTURE MONITOR LOCATION (BY OWNER).

4 INSTALL EXISTING RESOURCE ROOM STORAGE FURNITURE

IN NEW ROOM LOCATION, COORDINATE WITH OWNER FOR

LOCATION.

5 INSTALL NEW FLOORING AND WALL BASE. SEE FINISH

SCHEDULE.

6 INSTALL NEW LVT FLOORING WHERE CARPET TILES WERE

REMOVED, MATCH EXISTING LVT.

7 REFILL, INFILL CONCRETE SLAB AS NEEDED TO MATCH

EXISTING CONSTRUCTION, AND PREPARE FOR NEW LVT.

8 PATCH CARPET AS NEEDED WHERE BOOKCASES AND

WALLS HAVE BEEN MOVED. MATCH EXISTING PATTERN.

9 RESILIENT RANSITION STRIP AT FLOORING CHANGE.

10 4'-0" HIGH STAINLESS STEEL CORNER GUARD.

11 9'-0" HIGH STAINLESS STEEL CORNER GUARD.

12 EXISTING COLUMN TO REMAIN.

13 ENCLOSE EXISTING COLUMN IN NEW FRAMING.

A2.00

17' - 3"

V .I

.F

210A

210B

FACS ROOM

RESOURCE

ROOM

214C

CLASSROOM

MEDIA CENTER

A2.004

6' - 6" 19' - 11" 1" 3' - 4"

A2.00

A2.00 7

A2.003

A1.00

2' - 2"

MIN.

12"

J4.f

J6f

J6f

J4

J4

J4

J4

J4

J4

EXIST

CPT

LVT-1

LVT-1

EXIST

LVT

LV

T-1

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LV

T

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STATION 1 STATION 2

STATION 3 STATION 4

STATION 5

SPEECH

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215A

FOCUS ROOM

FERNBROOK

214B

BEHAVIOR

SUPPORT

214A

A2.00

9' - 10" 10' - 8"

16' - 3" 14' - 9"

8' - 6"

A2.00

A2.004

A2.00

A2.00 7

A2.003

FACS ROOM

210A

210B

J6f

EMBED

3"

EPOXY DOWEL INTO EXIST. SLAB

AT 3' - 0" O.C. - MIN. 1 PER SIDE

COMPACTED GRANULAR FILL TO

DEPTH OF EXIST GRANULAR

NEW CONC. SLAB

EXIST. SLAB ON GRADE

EXIST COMPACTED

GRANULAR FILL

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

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1/4" = 1'-0"

LEVEL 1 PLAN

1/4" = 1'-0"

FACS 210 FLOOR PLAN

N O

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N O

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NO. REVISIONS DATE

1" = 1'-0"

SLAB ON GRADE INFILL DETAIL

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, SPEAKERS,

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. NO WORK IN SHADED GRAY AREA.

GENERAL CEILING NOTES:

ACOUSTICAL CEILING TILE (ACT-1)

CEILING TYPES LEGEND

CEILING PLAN NOTES:

1 MODIFY EXISTING ACT CEILING TO ACCOMMODATE NEW WALL

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.12' - 0"

A.F.F.12' - 0"

A.F.F.9' - 0" A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.12' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A2.00

FACS ROOM

RESOURCE

ROOM

214C

CLASSROOM

MEDIA CENTER

SPEECH

SPEECH

PSYCH.

215A

FOCUS ROOM

FERNBROOK

214B

BEHAVIOR

SUPPORT

214A

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

100% CDs 03/10/26

KEY PLAN

A u to d e s k D o c s /R

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L

25-018

03/10/26

VLK/ERS

JW

1/4" = 1'-0"

LEVEL 1 - REFLECTED CEILING PLAN

NO. REVISIONS DATE

N O

R

IC

GENERAL INTERIOR ELEVATION NOTES:

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. REFERANCE TMI SYSTEMS FOR CASEWORK SPECIFICATIONS.

INTERIOR ELEVATION NOTES:

1 PLAM-1 BASE CABINETS AND FILLER WITH RB-1 INSTALLED

AT BASE

2 COUNTERTOP WITH 4" HIGH BACKSPLASH

3 PLAM-1 FINISHES END PANEL

4 SS-2 WALL CAP WITH 1/2" OVERHANG

5 4'X8' MARKERBOARD

2' - 8" 1' - 3" 2' - 7" 1' - 0"

3"

4' - 5"

3"

1' - 0" 2' - 7" 1' - 3"

1' - 3" 2' - 7" 6' - 11" 2' - 7" 1' - 3"

3 3

2' - 0"

3"

2' - 0" 3' - 0"

3/4"

2' - 0 1/4"

3/4"

2' - 6"

/2

2' - 0" 9' - 11"

DW

/2

12' - 2"

2' - 0"

3"

1' - 3"

CLEAR

2' - 7" 1' - 3"

/2

2' - 7" 1' - 3"

2' - 0" 5' - 4"

/2

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

3"

2' - 0"

8' - 0"

5' - 9" 2' - 0"

/2

/2

DW

MIC.

CLEAR

2' - 6"

3/4"

2' - 0 1/4"

3/4"

CLEAR

3' - 0" 2' - 0"

3"

2' - 0"

/2

/2

9' - 11" 2' - 0"

12' - 2"

C L E

A R

C L E

A R

1' - 3" 3' - 0" 2' - 6" 2' - 6" 1' - 3"

10' - 6"

10' - 8"

3' - 6"

1' - 0"

5"

2' - 0"

J4

FINISH MATERIAL INDEX:

ACOUSTICAL MATERIALS

ACT-1 USG, RADAR EDUCATION HIGH-NRC, HIGH-NRC/HIGH-CAC

CEILING, PROFILE: SQUARE, SIZE: 24" X 24", COLOR:

WHITE, GRID: PRELUDE, SIZE: 15"/16", COLOR: WHITE

*CONTRACTOR TO CONFIRM THIS IS THE EXISTING CEILING TILE

WITH OWNER

RESILIENT FLOORING

RB-1 FLEXCO, PROFILE: COVE, HEIGHT: 4", COLOR: UMBER 78,

INSTALL AT WALL AND AT CASEWORK BASE

LVT-1 MIDWEST ELEVATED, SIZE: 7"X48", PATTERN: ARTISAN OAK 303

*ONLY AVAILABLE THROUGH HILLER'S FLOORING AMERICA

CARPET

CPT-1 MILLIKEN, PATTERN: EDGE LIT, COLOR: ATMOSPHERE, SIZE: 1M X

1M, INSTALL: QUARTER TURN (INFILL IN MEDIA CENTER AS

REQUIRED).

MANUFACTURED CABINETS/CUSTOM CABINETS

PLAM-1 FORMICA, HARD ROCK MAPLE 86992 (BASE CABINETS)

PLAM-2 WILSONART, CRISP LINEN 4942-38 (COUNTERTOP)

SS-1 FORMICA, SCIENTIFIC SURFACE, TRESPA TOPLAB PLUS, VP122,

THICKNESS: 3/4", COLOR: PURE WHITE (ALTERNATE #2

COUNTERTOP SELECTION)

SS-2 CORIAN, SOLID SURFACE, COLOR: ANTARTICA (WALL CAPS AND

ALTERNATE #3 COUNTERTOP SELECTION)

PAINTS AND COATING

PT-1 SHERWIN WILLIAMS, PURE WHITE SW 7005 (GENERAL WALL FIELD)

PT-2 SHERWIN WILLIAMS, RAINDROP SW 6485 (TEACHING WALL

ACCENT)

PT-3 SHERWIN WILLIAMS, PEPPERCORN SW 7674 (H.M. DOOR FRAMES)

WOOD STAINING

WD-1 ARCHITECTURAL WOOD DOORS, SPECIES: WHITE OAK, STAIN:

SERENGETI SE18 (INTERIOR DOOR PANELS)

HARDWARE GROUPS:

GROUP 1: LOCKED CLASSROOM FUNCTION

EACH DOOR SHALL HAVE:

• HINGES

• ONE LOCKSET D70PD

• FUNCTION: OUTSIDE LEVER LOCKED AND UNLOCKED BY KEY. INSIDE

LEVER ALWAYS UNLOCKED.

• ONE STOP

D-1 D-2

FLUSH HALF LITE

SCHEDULE

SEE

SCHEDULE

SEE

E

E S

C H

E D

U L

E S

C H

E D

U L E

EQ. 20" EQ.

8" 8"

F-1 F-2

2" 2"

WIDTH

DOOR

D O

O R

H E

IG

H

T

2" 2"

WIDTH

DOOR

D O

O R

H E

IG

H

T

TYPICAL TYPICAL MASONRY

J4

J-BEAD

BLOCKING

GYP. BD. TO BE FLUSH

WITH FACE OF PANEL

NEOPRENE GASKET

EXIST. DE-MOUNTABLE

PARTITION

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

EXIST. LIGHT GAGE METAL

BRACING - PROVIDE ADD.

BRACING @ 32" O.C.

EXIST. GYP. BD

EXIST. FRAMING AND

BATT INSUL.

NEW REVEAL CHANNEL

ATTACH SLIP TRACK TO

EXIST. FRAMING.

NEW SUSPENDED ACT CEILING

8' - 0" 11' - 4"

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

100% CDs 03/10/26

KEY PLAN

A u to d e s k D o c s /R

P S

G a g e E le m e n ta ry C o m m u n it y R e s o u rc e R o o m R e m o d e l/

-0

R P

S G a g e E le m e n ta ry R e s o u rc e R o o m

R e m o d e l.

rv t

/1

/2

:1

:0

A

M

A2.00

JASON WOODHOUSE

44421 03/10/26

INTERIOR ELEVATIONS,

DETAILS & SCHEDULES

R O

C H

E S

T E

R

M

IN

N

E S

O T

A

R P

S G

A G

E E

L E

M E

N T

A R

Y S

C H

O O

L R

E S

O U

R C

E R

O O

M R

E M

O D

E L

25-018

03/10/26

VLK/ERS

JW

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

DOOR FRAME TYPE

COMMON DOOR SCHEDULE

D o o r

N u m b e r

R o o m

N a m e

L e a f Q ua n tit y

Door Frame

S id e lig h t W id th

F ir e R a tin g

G la ss F ir e

R a tin g

H a rd w a re

G ro u p

In su l D o o r

T h re sh ol d

W 'S tr ip pi n g

C o m m e n ts

W id th

H e ig h t

T h ic kn es s

T yp e

M a te ria l

F in is h

T yp e

M a te ria l

F in is h

210A FACS ROOM 1 3' - 2" 7' - 0" 1 3/8" D-1 WD F-2 H.M. 1 CONTRACTOR TO CONFIRM DOOR HEIGHT

MATCHES EXISTING DOORS HEIGHTS IN FACILITY

210B FACS ROOM 1 3' - 0" 7' - 0" 1 3/8" D-2 WD F-1 H.M. 1 CONTRACTOR TO CONFIRM DOOR HEIGHT

MATCHES EXISTING DOORS HEIGHTS IN FACILITY

214 RESOURCE

ROOM

1 3' - 0" 7' - 0" 1 3/8" D-2 WD F-1 H.M. 1 CONTRACTOR TO CONFIRM DOOR HEIGHT

MATCHES EXISTING DOORS HEIGHTS IN FACILITY

1/4" = 1'-0"

DOUBLE STATION ELEVATION #1

1/4" = 1'-0"

DOUBLE STATION ELEVATION #2

1/4" = 1'-0"

SINGLE STATION ELEVATION #1

1/4" = 1'-0"

SINGLE STATION ELEVATION #2

1/4" = 1'-0"

DOUBLE STATION ADA SIDE

1/4" = 1'-0"

TEACHING STATION

1/4" = 1'-0"

TEACHING STATION END

ROOM FINISH SCHEDULE

ROOM # ROOM TITLE FLOOR BASE

WALLS CEILINGS (SEE R.C.P.)

COMMENTS

NORTH SOUTH EAST WEST TYPE CLG. HT.

210 FACS ROOM LVT-1 RB-1 PT-1 PT-2 PT-1 PT-1 ACT-1 9' - 0"

212 CLASSROOM EXIST./LVT-1 RB-1 PT-1 EXIST. PT-1/EXIST. EXIST. EXIST./ACT-1 9' - 0" PAINT NEW WALLS PT-1 AND INSTALL RB-1 BASE.

214 MEDIA CENTER EXIST./CPT-1 EXIST./RB-1 EXIST. EXIST. EXIST. PT-1 EXIST. VARIES PAINT NEW WALLS PT-1 AND INSTALL RB-1 BASE.

214C RESOURCE ROOM EXIST./LVT-1 EXIST./RB-1 PT-1 PT-1 PT-1 - EXIST./ACT-1 9' - 0"

NO. REVISIONS DATE

3" = 1'-0"

PLAN DETAIL @ NEW STUD WALL TO DE-MOUNTABLE

PARTITION

3" = 1'-0"

NEW STUD WALL TO EXIST. SOFFIT FRAMING

1/4" = 1'-0"

TEACHING WALL

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

HARD

SDT

RO

V

W

SOFT

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 STORMPSD

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

LIQUIFIED 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

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

TYPE

INTERRUPTIBLE GASIG

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

GENERAL DUTY VALVES

CHECK VALVE

SHUTOFF VALVE

PLUG VALVE

BALL VALVE

BUTTERFLY VALVE

GLOBE ANGLE VALVE

O. S. & Y. VALVE

SOLENOID VALVE

FLOW LIMITING VALVE

GLOBE VALVE

S

OR

OR

OR

OR

OR

GATE VALVE

DESIGNATIONSSYMBOL

MECHANICAL SYMBOLS LEGEND

XXXX #-## EXISTING EQUIP NUMBER

EXISTING EQUIP DESIGNATION

DEIONIZED WATER RETURNDIR

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

WATER HAMMER ARRESTOR

CATCH BASIN

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 VALVE

VAV BOX W/ DUCT SILENCER

& REHEAT COIL

VAV BOX W/ ELECTRIC REHEAT

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

ENERGY METER

FLOW METER

GPM

EM

MECHANICAL ABBREVIATIONS

AD AREA DRAIN

A.F.F. 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

BALANCE VALVE

NITROGEN OXIDE SENSORNOX

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 ENGINEER

UNDER THE LAWS OF THE STATE

OF MINNESOTA.

NUMBER DATE

Steve C. Harmon

23501

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

OF SHEETS

© 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

100% CD ISSUE 03/10/26

KEY PLAN

03/10/2026

421 First Avenue SW / Suite 201W Rochester, MN 55902 Phone: 507.424.6850 www.dunhameng.com

Dunham Proj. 1225052-000-00

A u to d e s k D o c s /R

P S

G a g e E le m e n ta ry

C o m m u n it y R e s o u rc e R o o m

R e m o d e l/ M

E P

G a g e

E le m e n ta ry R e s o u rc e R o o m

R e m o d e l_ o w e n

.n o rd

.r v t

/9

/2

:1

:4

P M

M000

MECHANICAL SYMBOLS AND

ABBREVIATIONS

R O

C H

E S

T

R

M

IN

N E

S O

T A

R o ch e st e r P u b lic S ch o o ls

G a g e

E le m e n ta ry R e so u rc e R o o m R e m o d e l

1225052-000-00

03/10/2026

MJS

SCH

MECHANICAL SHEET LIST

SHEET

NUMBER SHEET NAME

M000 MECHANICAL SYMBOLS AND ABBREVIATIONS

xM880 VENTILATION MATRIX AND DAMPER MATRIX

MD100 LEVEL 1 - MECHANICAL DEMOLITION PLAN

M100 LEVEL 1 - MECHANICAL PLAN

ME100 MECHANICAL AND ELECTRICAL SCHEDULES

FD100 LEVEL 1 - FIRE PROTECTION DEMOLITION PLAN

F100 LEVEL 1 - FIRE PROTECTION PLAN

P100 UNDERFLOOR PLUMBING PLAN

P101 LEVEL 1 - PLUMBING PLAN

P200 PLUMBING RISERS, DETAILS AND SCHEDULES

SHEET TOTAL: 10

KEY NOTES:

1 1

1 1

1 1

3 3

EDGE OF SOFFIT

EDGE OF SOFFIT

/2

F

/2

F

CLASSROOM

MEDIA

CENTER

RESOURCE

ROOM

PENDANT SPRINKLER HEAD TO REMAIN.

SIDEWALL SPRINKLER HEAD TO REMAIN.

DEMOLISH PENDANT SPRINKLER HEAD AND BRANCH PIPING BACK TO

MAIN AND CAP.

DEMOLISH SIDEWALL SPRINKLER HEAD AND BRANCH PIPING BACK TO

MAIN AND CAP.

DEMOLISH SECTION OF PIPE AS SHOWN.

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 ENGINEER

UNDER THE LAWS OF THE STATE

OF MINNESOTA.

NUMBER DATE

Steve C. Harmon

23501

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

OF SHEETS

© 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

100% CD ISSUE 03/10/26

KEY PLAN

03/10/2026

421 First Avenue SW / Suite 201W Rochester, MN 55902 Phone: 507.424.6850 www.dunhameng.com

Dunham Proj. 1225052-000-00

A u to d e s k D o c s /R

P S

G a g e E le m e n ta ry

C o m m u n it y R e s o u rc e R o o m

R e m o d e l/ M

E P

G a g e

E le m e n ta ry R e s o u rc e R o o m

R e m o d e l_ o w e n

.n o rd

.r v t

/9

/2

:1

:4

P M

FD100

LEVEL 1 - FIRE PROTECTION

DEMOLITION PLAN

R O

C H

E S

T

N E

S O

T A

R o ch e st e r P u b lic S ch o o ls

G a g e

E le m e n ta ry R e so u rc e R o o m R e m o d e l

1225052-000-00

03/10/2026

MJS

SCH

1/4" = 1'-0"

LEVEL 1 - FIRE PROTECTION DEMOLITION PLAN

1 1

1 1

1 1

EDGE OF SOFFIT

3 5

3 3

CLASSROOM

RESOURCE

ROOM

214C

MEDIA

CENTER

FACS ROOM

PENDANT SPRINKLER HEAD TO REMAIN.

SIDEWALL SPRINKLER HEAD TO REMAIN.

PROVIDE SEMI-RECESSED SPRINKLER HEAD TO MATCH EXISTING.

PROVIDE BRANCH PIPING CONNECTED TO EXISTING MAIN.

OFFSET PIPE OVER NEW EXHAUST DUCT. PROVIDE AUXILIARY DRAIN.

PROVIDE 212F SPRINKLER HEAD.

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT…