2-Drawings - RPS Bamber Valley ES Curtainwall Replacement - CDs Issued.pdf

DN

DN

S B

S B

OWNER

ARCHITECT

MECHANICAL DESIGN

ROCHESTER PUBLIC SCHOOLS

CONSTRUCTION SERVICES DEPARTMENT

393935 HIGHWAY 14 EAST

ROCHESTER, MINNESOTA 55904

CONTACT: BILL BURT

PHONE NUMBER: (507) 328-4505

EMAIL: wiburt@rochesterschools.org

CRW ARCHITECTURE + DESIGN GROUP

211 ELEVETH AVENUE NORTHWEST

ROCHESTER, MINNESOTA 55901

CONTACT: TROY DOKKEN

PHONE NUMBER: (507) 206-6201

EMAIL: tdokken@crwarchitecture.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

NORTH

SITE

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

SHADED AREAS INDICATING NOT IN SCOPE

NOTE:

EXISTING EXTERIOR DOOR TO

BE REMOVED, SEE DEMO PLAN

EXISTING CLASSROOM DOES

NOT REQUIRING THE

2nd MEANS OF EGRESS

EXIT

EXITEXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT EXIT

EXIT

EXIT

EXIT

EXIT

Code Square Footage Recap:

960.38 total sf / 20 = 48.019 total occupant load for this classroom room

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

100% CDs 03/03/26

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

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JASON WOODHOUSE

44421 03/03/2026

COVER SHEET

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26-010

03/03/2026

TMD,LG

JW

RPS BAMBER VALLEY ES

CURTAIN WALL REPLACEMENT

ROCHESTER MINNESOTA

PLANS ISSUED:03/03/2026

1-GENERAL INFORMATION

G0.00 COVER SHEET

2-ARCHITECTURAL DEMO

AD1.01 DEMOLITION PLAN

AD1.21 DEMO REFLECTED CEILING PLAN

AD2.00 DEMO EXTERIOR ELEVATIONS

3-ARCHITECTURAL

A1.01 FLOOR PLAN

A1.21 REFLECTED CEILING PLAN

A2.00 EXTERIOR ELEVATIONS AND WINDOW TYPES

A4.00 WALL SECTIONS AND DETAILS

A4.11 PARTIAL EXISTING PHOTO REFRENCE

4-MECHANICAL

M0.0 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD1.01 MECHANICAL DEMOLITION PLAN

M1.01 MECHANICAL PLAN

M2.01 ELEVATIONS

5-ELECTRICAL

E0.0 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED1.01 ELECTRICAL DEMOLITION PLAN

E1.01 ELECTRICAL PLAN

CODE INFORMATION: SHEET INDEXSITE LOCATION MAP

BUILDING LEGEND

NOT TO SCALE

2020 MINNESOTA STATE BUILDING CODE

2020 MINNESOTA ACCESSIBILITY CODE

2024 MINNESOTA ENERGY CODE

PROPOSED PROJECT SUMMARY:

THE PROJECTS CONSIST OF REPLACING THE EXISTING EXTERIOR WINDOW SYSTEMS.

INSTALLING NEW EXTERIOR BRICK CAVITY WALLS WITH NEW INSULATED STOREFRONT

SYSTEMS.

WORK INCLUDES GENERAL, MECHANICAL AND ELECTRICAL SCOPE.

(NO ADDITIONAL BUILDING SQUARE FOOTAGE ADDED, CHANGE IN EXISTING BUILDING

SEPARATIONS AND MODIFICATIONS MADE TO EXISTING PARTITION RATINGS WITHIN THIS

PROJECT SCOPE)

OCCUPANCY CLASSIFICATION (CHAPTER 3):

GROUP E - EDUCATION (UNCHANGED)

TYPE OF CONSTRUCTION (CHAPTER 6):

TYPE II-B CONSTRUCTION, FULL SPRINKLERED (UNCHANGED)

2024 MINNESOTA ENERGY CODE

TABLE 5.5-6 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 6

NEW EXTERIOR WALLS:

NON-RESIDENTIAL, INSULATION MIN. R-VALUE: R-13 + 12.5 C.I.

THE PROJECT CONSISTS OF THE REPLACEMENT OF AN EXISTING CURTAIN WALL SYSTEM

WITH NEW THERMALLY BROKEN INSULATED STOREFRONT WINDOW SYSTEM.

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. 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.

26. REPAIR EXISTING PUBLICLY OWNED FACILITIES OR STRUCTURES DAMAGED OR

ALTERED DURING DEMOLITION OR CONSTRUCTION TO THE SATISFACTION OF THE

LOCAL MUNICIPALITY.

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

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

JOINTS.

28. 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.

29. 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

NORTH

3/64" = 1'-0"

FLOOR PLAN CODE EXITS

960.38 sf classroom

NO. REVISIONS DATE

DN

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55 555

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/8

DEMOLITION NOTES:

GENERAL DEMOLITION NOTES:

1. DASHED LINES REPRESENT EXISTING ITEMS TO BE REMOVED.

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 FURNITURE, FIXTURES AND

EQUIPMENT, WITHIN CONSTRUCTION LIMITS, PRIOR TO START OF

CONSTRUCTION, COORDINATE PROJECT SCHEDULE WITH GENERAL

CONTRACTOR.

8. GENERAL CONTRACTOR IS RESPONSIBLE FOR EXISTING CONDITIONS

AND COORD. OF DRAWING INTENT. G.C. TO VERIFY EXISTING

CONDITIONS AND COORD. WITH ARCHITECT / ENGINEER TO ADJUST

PLANS FOR UNFORESEEN ISSUES. THE G.C. MUST ENSURE THE

DESIGN IS BUILDABLE WITH PRACTICAL MEANS AND METHODS,

FLAGGING ANY IMPRACTICAL ELEMENTS BEFORE CONSTRUCTION.

9. ALL SURFACE-MOUNTED FIXTURES DOWNSPOUTS AND ACCESSORIES

(LIGHTING, SPEAKERS, ETC.) REMOVED DURING CONSTRUCTION ARE

TO BE REINSTALLED IN THEIR ORIGINAL LOCATION AT THE

COMPLETION OF WORK TO THAT AREA.

1 REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY AND DISPOSE

OF PROPERLY.

2 REMOVE EXISTING DOOR, FRAME AND HARDWARE IN ITS ENTIRETY

AND DISPOSE OF PROPERLY. RETURN EXISTING DOOR PANIC BAR

AND DOOR CLOSER TO OWNER.

(NOT ALL DEMOLITION NOTES APPEAR ON EVERY SHEET)

3 REMOVE EXISTING WINDOW SHADE IN ITS ENTIRETY AND DISPOSE

OF PROPERLY.

4 REMOVE EXISTING DOWNSPOUT AND STORE FOR REINSTALLATION

5 REMOVE AND DISPOSE PORTION OF EXTERIOR WALL FOR NEW

CONSTRUCTION.

6 REMOVE EXISTING MECHANICAL CABINETS AND PIPE ENCLOSURES

IN ITS ENTIRETY. STORE FOR REINSTALLATION, REFER TO MEP

SCOPE OF WORK.

7 REMOVE AND DISPOSE OF EXISTING BREAK METAL COLUMN WRAP

8 REMOVE AND STORE EXISTING WALL PACK LIGHT FIXTURE FOR

REINSTALLATION.

9 REMOVE EXISTING ABANDONED SURFACE MOUNTED AND PIPE

PENETRATION. REMOVE APPROX. 7 DAMAGED BRICKS IN THIS

AREA TO BE REPLACING WITH NEW BRICKS.

10 REMOVE AND DISPOSE PORTION OF EXTERIOR BRICK FOR NEW

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

100% CDs 03/03/26

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

P S

B a m b e r

V a lle y E

S C u rt a in w a ll R e p la c e m e n t/

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R P

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R e p la c e m e n t (R rv t

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JASON WOODHOUSE

44421 03/03/2026

DEMOLITION PLAN

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TMD,LG

JW

NORTH

1/8" = 1'-0"

DEMOLITION PLAN

A2.00

5 5

DEMOLITION CEILING NOTES:

2 REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY AND

DISPOSE OF PROPERLY.

(NOT ALL DEMOLITION NOTES APPEAR ON EVERY SHEET)

1 REMOVE AND SALVAGE EXISTING CEILING TILE AND GRID FOR

INSTALLATION OF NEW WINDOW.

3 REMOVE EXISTING WINDOW SHADE AND DISPOSE OF PROPERLY.

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 FURNITURE, FIXTURES AND

EQUIPMENT, WITHIN CONSTRUCTION LIMITS, PRIOR TO START OF

CONSTRUCTION, COORDINATE PROJECT SCHEDULE WITH GENERAL

CONTRACTOR.

8. GENERAL CONTRACTOR IS RESPONSIBLE FOR EXISTING CONDITIONS

AND COORD. OF DRAWING INTENT. G.C. TO VERIFY EXISTING

CONDITIONS AND COORD. WITH ARCHITECT / ENGINEER TO ADJUST

PLANS FOR UNFORESEEN ISSUES. THE G.C. MUST ENSURE THE

DESIGN IS BUILDABLE WITH PRACTICAL MEANS AND METHODS,

FLAGGING ANY IMPRACTICAL ELEMENTS BEFORE CONSTRUCTION.

4 REMOVE EXISTING EXIT LIGHT AND WIRING.

5 REMOVE EXISTING MECHANICAL CABINETS AND PIPE

ENCLOSURES IN ITS ENTIRETY. STORE FOR REINSTALLATION,

REFER TO MEP SCOPE OF WORK.

6 REMOVE EXISTING DOWNSPOUT AND STORE FOR

REINSTALLATION

7 REMOVE AND STORE EXISTING WALL PACK LIGHT FIXTURE FOR

REINSTALLATION.

8 REMOVE AND DISPOSE PORTION OF EXTERIOR BRICK FOR NEW

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

100% CDs 03/03/26

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

P S

B a m b e r

V a lle y E

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/4 /2

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AD1.21

JASON WOODHOUSE

44421 03/03/2026

DEMO REFLECTED CEILING

PLAN

R O

C H

E S

T E

R

M

IN

N

E S

O T

A

R P

S B

A M

B E

R V

A L

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S C

U R

T A

IN

W

A L

L R

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L A

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M E

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26-010

03/03/2026

TMD,LG

JW

1/8" = 1'-0"

DEMO REFLECTED CEILING PLAN

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

Level 1 100' - 0"

Level 3 TOJ 113' - 4"

DEMOLITION NOTES:

GENERAL DEMOLITION NOTES:

1. DASHED LINES REPRESENT EXISTING ITEMS TO BE REMOVED.

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 FURNITURE, FIXTURES AND

EQUIPMENT, WITHIN CONSTRUCTION LIMITS, PRIOR TO START OF

CONSTRUCTION, COORDINATE PROJECT SCHEDULE WITH GENERAL

CONTRACTOR.

8. GENERAL CONTRACTOR IS RESPONSIBLE FOR EXISTING CONDITIONS

AND COORD. OF DRAWING INTENT. G.C. TO VERIFY EXISTING

CONDITIONS AND COORD. WITH ARCHITECT / ENGINEER TO ADJUST

PLANS FOR UNFORESEEN ISSUES. THE G.C. MUST ENSURE THE

DESIGN IS BUILDABLE WITH PRACTICAL MEANS AND METHODS,

FLAGGING ANY IMPRACTICAL ELEMENTS BEFORE CONSTRUCTION.

9. ALL SURFACE-MOUNTED FIXTURES DOWNSPOUTS AND ACCESSORIES

(LIGHTING, SPEAKERS, ETC.) REMOVED DURING CONSTRUCTION ARE

TO BE REINSTALLED IN THEIR ORIGINAL LOCATION AT THE

COMPLETION OF WORK TO THAT AREA.

1 REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY AND DISPOSE

OF PROPERLY.

2 REMOVE EXISTING DOOR, FRAME AND HARDWARE IN ITS ENTIRETY

AND DISPOSE OF PROPERLY. RETURN EXISTING DOOR PANIC BAR

AND DOOR CLOSER TO OWNER.

(NOT ALL DEMOLITION NOTES APPEAR ON EVERY SHEET)

3 REMOVE EXISTING WINDOW SHADE IN ITS ENTIRETY AND DISPOSE

OF PROPERLY.

4 REMOVE EXISTING DOWNSPOUT AND STORE FOR REINSTALLATION

5 REMOVE AND DISPOSE PORTION OF EXTERIOR WALL FOR NEW

CONSTRUCTION.

6 REMOVE EXISTING MECHANICAL CABINETS AND PIPE ENCLOSURES

IN ITS ENTIRETY. STORE FOR REINSTALLATION, REFER TO MEP

SCOPE OF WORK.

7 REMOVE AND DISPOSE OF EXISTING BREAK METAL COLUMN WRAP

8 REMOVE AND STORE EXISTING WALL PACK LIGHT FIXTURE FOR

REINSTALLATION.

9 REMOVE EXISTING ABANDONED SURFACE MOUNTED AND PIPE

PENETRATION. REMOVE APPROX. 7 DAMAGED BRICKS IN THIS

AREA TO BE REPLACING WITH NEW BRICKS.

10 REMOVE AND DISPOSE PORTION OF EXTERIOR BRICK FOR NEW

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

100% CDs 03/03/26

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

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B a m b e r

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AD2.00

JASON WOODHOUSE

44421 03/03/2026

DEMO EXTERIOR

ELEVATIONS

R O

C H

E S

T E

R

M

IN

N

E S

O T

A

R P

S B

A M

B E

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26-010

03/03/2026

TMD,LG

JW

1/8" = 1'-0"

DEMO SOUTH ELEVATION

1/8" = 1'-0"

DEMO EAST ELEVATION

1/8" = 1'-0"

DEMO COURTYARD NORTH ELEVATION

1/8" = 1'-0"

DEMO COURTYARD WEST ELEVATION

1/8" = 1'-0"

DEMO COURTYARD EAST ELEVATION

1 1 1 1

11 111

5 5 555

UP

S B

S B

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.

7. CONTRACTOR SHALL SCHEDULE AND SEQUENCE REMOVAL OF EXISTING

CONSTRUCTION.

8. CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION MEASURES SO

THAT THE EXISTING BUILDING ITEMS REMAIN PROTECTED DURING

DEMOLITION AND NEW CONSTRUCTION.

9. CONTRACTOR SHALL PATCH AND REPLACE ANY IMPACTED MATERIAL

THROUGHOUT SCOPE OF PROJECT TO MATCHING EXISTING WALLS,

FLOOR AND CEILING MATERIALS. COORD. NEW FINISHES TO BEST

MATCH THE ADJACENT EXISTING FINISHES THAT ARE TO REMAIN.

10. CONTRACTOR SHALL PATCH AND PAINT ALL EXISTING WALLS AS

REQUIRED IN AREAS OF NEW WORK. COORD. NEW FINISHES TO BEST

MATCH THE ADJACENT EXISTING FINISHES THAT ARE TO REMAIN.

GENERAL NOTES:

FLOOR PLAN NOTES:

1 NEW STOREFRONT THERMALLY BROKEN INSULATED

WINDOW SYSTEM WITH FABRICATED INSULATED ACM PANEL

AND BONDED INSULATION PANEL

2 NEW FULL HEIGHT INSULATED EXTERIOR WALL, SEE SHEET

A4.00

3 NEW PARTIAL HEIGHT INSULATED EXTERIOR WALL UNDER

WINDOW, SEE SHEET A4.00.

4 REINSTALL EXISTING DOWNSPOUT WITH NEW ANCHOR

STRAPS MATCHING EXISTING.

5 NEW MANUAL HOIZONTAL WINDOW ROLLER SHADE. ONE

SHADE PER TWO SECTIONS OF GLAZING. LOCATE PULL

CHAINS ADJACENT TO EACH OTHER FOR ROOMS WITH TWO

SHADES.

6 EXISTING MECHANICAL CABINETS AND PIPE ENCLOSURES

REINSTALLED, REFER TO MEP SCOPE OF WORK. SEE SHEET

A4.00 SECTION FOR ADDITIONAL NOTES.

7 REPAIR OR REPLACE EXISTING WALL AND FLOORING

MATERIALS IMPACTED BY PROJECTS SCOPE.

8 RE-INSTALL EXISTING WALL PACK LIGHT FIXTURE.

9 NEW FACE BRICK OVER EXISTING 8" CONCRETE BLOCK

EXTERIOR WALL.

2B

2A

K L M

N O P

A2.00

A4.00

21' - 4" 3' - 4" 21' - 4" 3' - 4" 21' - 4" 3' - 4" 21' - 4" 3' - 4" 21' - 4"

A2.00

A2.00

A2.00

A2.00

A2.00

A4.00

F .V

/8

3' - 4" 21' - 4" 1' - 4 1/4"

/8

/2

/8

/2

/8

/2

/8

111111

A4.00

A4.00

A4.00

A4.00

A4.00

A4.00

A4.00

A4.00

A4.00

A4.00

A4.00

A4.00

A4.00

5 5

5 5

5 5

5 5

5 5

A4.00

777777

5 5

W1 W1 W1 W1 W1

W

W

W

W

W

W

W5

W

W5

W

W

W

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 03/03/26

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

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B a m b e r

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A1.01

JASON WOODHOUSE

44421 03/03/2026

FLOOR PLAN

R O

C H

E S

T E

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IN

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A

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A

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26-010

03/03/2026

TMD,LG

JW

NORTH

1/8" = 1'-0"

FLOOR PLAN

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

CEILING PLAN NOTES:

1 NEW SOFFIT GRID AND TILE MATCHING EXISTING SOFFIT HEIGHT

COORD. WITH SHADE POCKET CONSTRUCTION REFER TO SHEET A4.00

A2.00

111111

A4.00

TYP

A4.00

TYP

A4.00

TYP

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 03/03/26

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

P S

B a m b e r

V a lle y E

S C u rt a in w a ll R e p la c e m e n t/

-0

R P

S B a m b e r V a lle y E

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R e p la c e m e n t (R rv t

/4 /2

:2

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A1.21

JASON WOODHOUSE

44421 03/03/2026

REFLECTED CEILING PLAN

R O

C H

E S

T E

R M

IN

N

E S

O T

A

R P

S B

A M

B E

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A

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C U

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A

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W A

LL

R

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LA

C

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T

26-010

03/03/2026

TMD,LG

JW

1/8" = 1'-0"

REFLECTED CEILING PLAN

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

A2.00

A2.00

.1

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

A2.00

A2.00 7 ___________________

A2.00

Level 1 100' - 0"

A2.00

Level 1 100' - 0"

A2.00

Level 1 100' - 0"

Level 3 TOJ 113' - 4"

A2.00

A4.00

A4.00

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

A4.00

A4.00

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

F

.V

/2

/2

21' - 4" - F.V.

5' - 4 1/2"5' - 3 1/2"5' - 3 1/2"5' - 4 1/2"

A4.00

A4.00

2 2 2 2

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

F

.V

/2

/2

3' - 4" - F.V.

A4.00

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

/2

/2

F

.V

4' - 1" 4' - 1"

8' - 2" - F.V.

A4.00

A4.00

2 2

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

/2

/2

F

.V

3' - 11 3/8" 4' - 0" 4' - 0"

A4.00

A4.00 2 2 2 2

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

F

.V

/2

/2

12' - 0" - F.V.

6' - 0" 6' - 0"

A4.00

2 2

Level 1 100' - 0"

Level 3 TOJ 113' - 4"

12' - 0" - F.V.

6' - 0" 6' - 0"

F .V

/2

/2

/2

/2

A4.00

Sim

A4.00

2 2

Level 1 100' - 0"

Level 2 TOJ 110' - 0"

/2

/2

F

.V

4' - 1" 4' - 1"

8' - 2" - F.V.

A4.00

A4.00

2 2

1. STOREFRONT THERMALLY BROKEN INSULATED WINDOW SYSTEM AND

TEMPERED 1" TINTED INSULATED GLAZING - TYPICAL, U.N.O.

GENERAL NOTES:

EXTERIOR ELEVATION NOTES:

1 NEW FACE BRICK ON EXISTING 8" C.M.U. EXTERIOR

WALL.

2 FABRICATED INSULATED ACM PANEL AND BONDED

INSULATION PANEL

3 NEW PARTIAL HEIGHT INSULATED EXTERIOR WALL

UNDER WINDOW, SEE SHEET A4.00.

4 REINSTALL EXISTING DOWNSPOUT WITH NEW ANCHOR

STRAPS MATCHING EXISTING.

5 REINSTALL EXISTING WALL PACK LIGHT FIXTURE, MATCH

EXISTING HEIGHT.

6 INFILL SMALL PIPE PENETRATION IN C.M.U. PRIOR TO

NEW BRICK SCOPE. INSTALL APPROX. 7 BRICKS IN THIS

AREA TO MATCH EXISTING BRICK.

7 REPAIR EXISTING MORTAR JOINTS IN EXPOSED

CONCRETE BLOCK FOOTING IN THIS AREA.

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 03/03/26

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

P S

B a m b e r

V a lle y E

S C u rt a in w a ll R e p la c e m e n t/

-0

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R e p la c e m e n t (R rv t

/4 /2

:2

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A2.00

JASON WOODHOUSE

44421 03/03/2026

EXTERIOR ELEVATIONS AND

WINDOW TYPES

R O

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E S

T E

R M

IN

N

E S

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A

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S B

A M

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26-010

03/03/2026

TMD,LG

JW

1/8" = 1'-0"

SOUTH ELEVATION

1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

COURTYARD NORTH ELEVATION

1/8" = 1'-0"

COURTYARD WEST ELEVATION

1/8" = 1'-0"

COURTYARD EAST ELEVATION

1/2" = 1'-0"

WALL SECTION - TYPICAL

3/8" = 1'-0"

WINDOW TYPE 'W1'

3/8" = 1'-0"

WINDOW TYPE 'W5'

3/8" = 1'-0"

WINDOW TYPE 'W3'

3/8" = 1'-0"

WINDOW TYPE 'W2'

3/8" = 1'-0"

WINDOW TYPE 'W7'

3/8" = 1'-0"

WINDOW TYPE 'W6'

3/8" = 1'-0"

WINDOW TYPE 'W4'

W1 W1 W1 W1 W1 W1

W5 W5 W2 W2 W2 W3 W4

W6 W7W6 W7 W7

11 5/8"

A4.00

1 1/2"

PREFINISHED ALUM. BRAKE

METAL SILL

BACKER ROD AND SEALANT

EXISTING BRICK / CMU EXTERIOR

WALL

BACKER ROD AND SEALANT

SEE SECTION FOR WINDOW

SILL NOTES

7 1/4" 2 1/2" 1 1/2" 3 5/8"

1' - 10 5/8"

A4.00

PREFINISHED ALUM. BRAKE

METAL SILL

1" INSULATED THERMALLY

BROKEN STOREFRONT WINDOW

SYSTEM

BACKER ROD AND SEALANT

BRICK VENEER

RIGID INSULATION - R12.5 C.I. MIN.

SHEET APPLIED WEATHER

BARRIER

EXTERIOR GYPSUM SHEATHING

CLASS 'A' CLOSED CELL SPRAY

FOAM INSULATION - R13 MIN.

6" COLD-FORMED METAL FRAMING

AIR SPACE / BRICK CAVITY

WOOD BLOCKING

5/8" GYPSUM BOARD

CONT. SEALANT

EXISTING CMU WALL

CONT. SEALANT

RELOCATED EXISTING MECH.

METAL ENCLOSURE

SEE SECTION FOR

WINDOW SILL NOTES

REINSTALLED EXISTING

DOWNSPOUT

NEW BRICK OVER EXISTING CMU

Level 1 100' - 0"

1 1/2"

PREFINISHED ALUM. BRAKE

METAL SLOPED SILL

1" INSULATED THERMALLY

BROKEN STOREFRONT WINDOW

SYSTEM

BACKER ROD AND SEALANT

BRICK ROWLOCK

RIGID INSULATION - R12.5 C.I. MIN.

SHEET APPLIED WEATHER BARRIER

EXTERIOR GYPSUM SHEATHING

AIR SPACE / BRICK CAVITY

WOOD BLOCKING

CONT. SEALANT

CLASS 'A' CLOSED CELL SPRAY

FOAM INSULATION - R13 MIN.

6" COLD-FORMED METAL FRAMING

5/8" GYPSUM BOARD

RELOCATED EXISTING MECH.

CABINET PER MFGR.

INSTALLATION INSTRUCTIONS

SOLID SURFACE COUNTERTOP

WITH EASED EXPOSED EDGES

CONT. SEALANT CHAMFER INSULATION FOR THRU WALL

FLASHING INSTALLATION

THRUWALL FLASHING

CAVITY DRAINAGE MAT

CONT. SEALANT

BRICK WEEPS CELL INSERTS AT OPEN

HEAD JOINTS

EXISTING CONCRETE SLAB

8 1/4"

1 1/2"

PREFINISHED ALUM. BRAKE

METAL SLOPED SILL

1" INSULATED THERMALLY

BROKEN STOREFRONT WINDOW

SYSTEM

BACKER ROD AND SEALANT

BRICK ROWLOCK

RIGID INSULATION - R12.5 C.I. MIN.

SHEET APPLIED WEATHER BARRIER

EXTERIOR GYPSUM SHEATHING

AIR SPACE / BRICK CAVITY

WOOD BLOCKING

CONT. SEALANT

SOLID SURFACE COUNTERTOP

AND 2" BACKSPLASH WITH EASED

EXPOSED EDGES FLUSH WITH TOP

OF EXISTING MECH. CAB

CONT. SEALANT

RELOCATED

EXISTING

MECHANICAL

CABINET

4 7/8" 2 1/2" 5/8" 3 5/8"

11 5/8"

CLOSED CELL SPRAY FOAM

INSULATION - R13 MIN. FILL VOIDS

AROUND EXISTING COLUMN

NEW BRICK, SEE ELEVATION FOR

BRICK INFORMATION

RIGID INSULATION - R12.5 C.I. MIN.

SHEET APPLIED WEATHER BARRIER

EXTERIOR GYPSUM SHEATHING

AIR SPACE / BRICK CAVITY

EXISTING STRUCT. STEEL COLUMN

EXISTING BRICK / CMU EXTERIOR WALL

CONTIN. SEALANT

DRYWALL J-BEAD

CONT. SEALANT

5/8" IMPACT RESISTANT INTERIOR

GYPSUM BOARD - TYP.

3 5/8" MTL. STUDS

4 7/8" 2 1/2"

5/8"

3 5/8"

7 3/8"

1 1/2"

A4.00

PREFINISHED ALUM. BRAKE

METAL SILL

1" INSULATED THERMALLY

BROKEN STOREFRONT WINDOW

SYSTEM

BACKER ROD AND SEALANT

BRICK VENEER

RIGID INSULATION - R12.5 C.I. MIN.

SHEET APPLIED WEATHER

BARRIER

EXTERIOR GYPSUM SHEATHING

CLASS 'A' CLOSED CELL SPRAY

FOAM INSULATION - R13 MIN.

3 5/8" COLD-FORMED METAL FRAMING

AIR SPACE / BRICK CAVITY

WOOD BLOCKING

5/8" IMPACT RESISTANT INTERIOR

GYPSUM BOARD - TYP.

CONT. SEALANT

SEE SECTION FOR WINDOW

SILL NOTES

1 1/2"

CLASS 'A' CLOSED CELL SPRAY

FOAM INSULATION - R13 MIN.

6" COLD-FORMED METAL FRAMING

5/8" IMPACT RESISTANT INTERIOR

GYPSUM BOARD - TYP.

CHAMFER INSULATION FOR THRU WALL

FLASHING INSTALLATION

THRUWALL FLASHING

CAVITY DRAINAGE MAT

CONT. SEALANT

BRICK WEEPS CELL INSERTS AT OPEN

HEAD JOINTS

EXISTING CONCRETE SLAB

PREFINISHED ALUM. BRAKE

METAL SLOPED SILL

1" INSULATED THERMALLY

BROKEN STOREFRONT WINDOW

SYSTEM

BACKER ROD AND SEALANT

BRICK ROWLOCK

RIGID INSULATION - R12.5 C.I. MIN.

SHEET APPLIED WEATHER BARRIER

EXTERIOR GYPSUM SHEATHING

AIR SPACE / BRICK CAVITY

WOOD BLOCKING

CONT. SEALANT

SOLID SURFACE COUNTERTOP

WITH EASED EXPOSED EDGES

CONT. SEALANT

7 3/8"

WALL BASE - MATCH EXISTING

5 7/8"

5"

PREFINISHED ALUM. FLASHING

1" INSULATED THERMALLY BROKEN

STOREFRONT WINDOW SYSTEM

BACKER ROD AND SEALANT

SELF ADHERED THRUWALL FLASHING

OVER EXISTING FRAMING

EXISTING ROOF STRUCTURE

REMOVE AND REINSTALL EXISTING

PORTION OF SLOPED COPING AND

CLEAT TO INSTALL NEW THRUWALL

FLASHING AND NEW PREFINISHED

ALUM. FLASHING SCOPE

2 1/2" THICK FABRICATED INSULATED

ACM PANEL AND BONDED

INSULATION PANEL

3 5/8" MTL. STUD ANCHORED TO

EXISTING STEEL BEAM

WOOD BLOCKING

1" INSULATED THERMALLY BROKEN

STOREFRONT WINDOW SYSTEM

F.V. ALUM. BRAKE METAL AND

FINISHED ENDS SHADE POCKET

WITH HEMMED EDGES. COLOR TO

MATCH EXISTING CEILING GRID.

HORZ. ROLLER SHADE

CEILING GRID AND TILES TO

MATCH EXISTING SOFFIT HEIGHT

CEILING GRID EDGE TRIM TO

PROVIDE FINISHED TRANSION

SHEET NUMBER

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OF SHEETS

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UNDER THE LAWS OF THE STATE OF

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© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

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f. 507.206.46.21 www.crwarchitecture.com

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WALL SECTIONS AND

DETAILS

R O

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E S

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26-010

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TMD,LG

JW

3" = 1'-0"

WINDOW JAMB DETAIL AT EXISTING CMU

3" = 1'-0"

WINDOW JAMB DETAIL AT MTL. STUD

3" = 1'-0"

WINDOW SILL DETAIL - TYPICAL

3" = 1'-0"

SILL DETAIL - ALTERNATE NO. 1

3" = 1'-0"

WALL JAMB DETAIL AT EXISTING CMU AND MTL. STUD

3" = 1'-0"

WINDOW JAMB DETAIL AT 3 5/8 MTL. STUD

3" = 1'-0"

WINDOW SILL DETAIL

3" = 1'-0"

WINDOW HEAD DETAIL - TYPICAL

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NUMBER

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OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

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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

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100% CDs 03/03/26

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PARTIAL EXISTING PHOTO

REFRENCE

R O

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T E

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IN

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O T

A

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A M

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JW

12345

910111213

22 21 20 19 18 17

30 29

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

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

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 VALVE

VAV BOX W/ DUCT SILENCER

& REHEAT COIL

VAV BOX W/ ELECTRIC REHEAT

ENERGY METER

FLOW METER

GPM

EM

WATER HAMMER ARRESTOR

CATCH BASIN

BALANCE VALVE

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

NITROGEN OXIDE SENSORNOX

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

© 2025 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

REVIEW SET 02/26/26

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

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF

MINNESOTA.

Steven C Harmon

23501

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

P S

B a m b e r

V a lle y E

S C u rt a in w a ll

R e p la c e m e n t/ M

E P

-1

B a m b e r V a lle y E

S C u rt a in

(R rv t

/2

/2

:0

:3

P

M

M0.0

2/26/26

MECHANICAL SYMBOLS AND

ABBREVIATIONS

R O

C H

E S

T E

R M

IN

N

E S

O T

A

R P

S M

A B

M E

R V

A L

L E

Y E

S C

U R

T A

IN

W

A L

L R

E P

L A

C E

M E

N T

1226042-000-00

2/26/26

MJS

SCH

MECHANICAL SHEET LIST

SHEET

NUMBER SHEET NAME

M0.0 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD1.01 MECHANICAL DEMOLITION PLAN

M1.01 MECHANICAL PLAN

M2.01 ELEVATIONS

SHEET TOTAL: 4

KEY NOTES:

KINDERGARTEN

FIRST GRADE

FIRST GRADE

FIRST GRADE

FIRST GRADE

FIRST GRADE

CORRIDOR

OFFICE

VESTIBULE

CORRIDOR

KINDERGARTEN

KINDERGARTEN

KINDERGARTEN

KINDERGARTEN

CORRIDOR

STORAGE

CORRIDOR

GIRLS

MAINTENANCE

BOYS

521VESTIBULE

GYM/

CAFETERIA

KITCHEN

KITCHEN

STORAGE

OUTDOOR

STORAGE

BOILER

ROOM

EQUIPMENT

BOILER

530A

CORRIDOR

MECHANICAL

ECSE

LAUNDRY

MAINTENANCE

CORRIDOR

KINDERGARTEN

KINDERGARTEN

FIRST GRADE

CORRIDOR

ART

GIRLS

BOYS

MDF

538B

KILN

538A

LANGUAGE

CORRIDOR

MUSIC

OFFICE

501A

RESTROOM

RESTROOM

ELECTRICAL

CLOSET

RESTROOM

512A

CHANGING

ROOM

512B

GATE

10ø

10ø

IDU IDU IDU IDU IDU IDU IDU IDU IDU IDU IDU IDU IDU IDU IDU IDU IDU IDU

1 1 1 1 1 1 1 1 1 1 1 1

111111

2 3 2 2 2 2 23 3 3 3 3

IDU

IDU

IDU

IDU

IDU

IDU

IDU

IDU

IDU

IDU

IDU

IDU

BOOKCASE

FINNED TUBE

RADIATION

IDU

IDU

IDU

TALL DUCTED

BOOKCASE

TALL DUCTED

BOOKCASE

HWS AND HWR

PIPING DROPS IN

SHEET METAL

ENCLOSURE

5 5 5 5 5 5 5

8 8 8

10ø 10ø10ø10ø10ø 10ø 10ø 10ø 10ø 10ø 10ø 10ø ø ø ø ø ø ø ø

14ø ø ø ø

14ø ø ø

14ø ø ø

14ø ø

1 REMOVE INDUCTION UNIT. REMOVE SUPPLY AND RETURN PIPING,

AND DRAIN PIPING RACKED BEHIND UNIT. REMOVE SUPPLY

DUCTWORK INTERCONNECTING INDUCTION UNITS. SAVE ALL FOR

REINSTALLATION WHEN NEW WALL/WINDOWS ARE INSTALLED.

REMOVE DUCTED BOOKCASE SECTION. REMOVE SUPPLY AND

RETURN PIPING, AND DRAIN PIPING RACKED BEHIND UNIT. REMOVE

SUPPLY DUCTWORK INTERCONNECTING INDUCTION UNITS. SAVE ALL

FOR REINSTALLATION WHEN NEW WALL/WINDOWS ARE INSTALLED.

REMOVE FILLER SECTION. REMOVE SUPPLY AND RETURN PIPING,

AND DRAIN PIPING RACKED BEHIND UNIT. REMOVE SUPPLY

DUCTWORK INTERCONNECTING INDUCTION UNITS. SAVE ALL FOR

REINSTALLATION WHEN NEW WALL/WINDOWS ARE INSTALLED.

DISCONNECT SUPPLY AND RETURN PIPING. REMOVE RADIATION,

COVER AND MOUNTING BRACKETS. SAVE ALL FOR REINSTALLATION

WHEN NEW WALL/WINDOWS ARE INSTALLED.

REMOVE 10" ROUND DUCT, 8" ROUND DUCT DROP AND DUCT COVER.

SAVE ALL FOR REINSTALLATION WHEN NEW WINDOWS ARE

INSTALLED.

REMOVE 8" ROUND DUCT DROP AND DUCT COVER. SAVE ALL FOR

REINSTALLATION WHEN NEW WINDOWS ARE INSTALLED.

REMOVE INDUCTION UNIT INTERCONNECTING DUCTWORK. CUT

SUPPLY, RETURN AND DRAIN PIPING.

DISCONNECT 1-1/4" SUPPLY AND RETURN PIPING DROPS AND

REMOVE SECTION OF HORIZONTAL PIPING. SAVE PIPING DROPS FOR

REINSTALLATION. PREPARE PIPING FOR RECONNECTION.

DISCONNECT 1-1/4" SUPPLY AND RETURN PIPING DROPS. SAVE PIPING

DROPS FOR REINSTALLATION. PREPARE PIPING FOR RECONNECTION.

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

© 2025 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

REVIEW SET 02/26/26

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

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF

MINNESOTA.

Steven C Harmon

23501

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

P S

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V a lle y E

S C u rt a in w a ll

R e p la c e m e n t/ M

E P

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B a m b e r V a lle y E

S C u rt a in

(R rv t

/2

/2

:0

:4

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MD1.01

2/26/26

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