4-Drawings- John Marshall HS Roof Replacement Final CDs Drawings (1).pdf

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Attached to
John Marshall High School Roof Replacement
Solicitation number
Bid #030526
Issued by
Olmsted County, Minnesota

About this file

This is a construction drawing document set prepared by CRW Architecture + Design Group for Rochester Public Schools in Rochester, Minnesota, detailing the complete roof replacement project at John Marshall High School. The project scope encompasses the full removal and replacement of approximately 81,000 square feet of existing low-slope membrane roof systems across four designated areas (4A, 4B, 4C, and 4D) of the building. The work includes demolition of existing adhered and ballasted EPDM roof membranes, removal of roofing insulation and cover boards, replacement of damaged edge blocking and parapet caps, and installation of new fully-adhered EPDM membrane roofing systems with tapered and base insulation varying by area (R-30 minimum rating). The project also involves removal and reinstallation of existing roof-mounted mechanical and electrical equipment, including exhaust fans, condensing units, refrigeration piping, and various roof drains and vents. Additional scope includes masonry repair work, specifically tuckpointing and brick replacement in up to 10 percent of wall areas visible from the roof, replacement of control joints with new prefabricated metal caps, and installation of new metal gutters and downspouts with concrete splash blocks. The 100 percent construction document set was issued on February 13, 2026, and includes comprehensive demolition and new construction roof plans for each area, exterior elevation views, detailed construction sections, mechanical and electrical plans with equipment schedules, and specifications for materials and installation methods.

The construction documents specify three primary roof assembly types (RF1a, RF1b, RF2, and RF3) with varying insulation configurations and base substrates, including existing acoustical cementitious panels and steel decking. The final roof design and specific flashing details are noted as being subject to the roofing supplier's requirements and manufacturer specifications to ensure warranty compliance. Existing mechanical and electrical equipment must be disconnected, salvaged, and reinstalled after roof work completion, with new green-treated wood blocking and insulation provided for pipe supports. The project requires comprehensive coordination among general contractors, mechanical subcontractors, and electrical subcontractors, with all work subject to verification of existing conditions prior to bid and strict adherence to all applicable codes, ordinances, and manufacturer installation requirements. Site conditions are documented through reference photographs showing existing roof conditions and parapet details across all four areas.

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Text version

N O

R T

H

SITE

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: JASON G. WOODHOUSE, A.I.A.

PHONE NUMBER: (507) 206-6201

EMAIL: jwoodhouse@crwarchitecture.com

DUNHAM ENGINEERING

421 FIRST AVE SW, SUITE 201W

ROCHESTER, MINNESOTA 55902

CONTACT: MIKE SZUBERSKI

PHONE NUMBER: (507) 424-6868

EMAIL: mike.szuberski@dunhameng.com

ELECTRICAL DESIGN

DUNHAM ENGINEERING

421 FIRST AVE SW, SUITE 201W

ROCHESTER, MINNESOTA 55902

CONTACT: DUSTIN MUELLER, PE

PHONE NUMBER: (507) 424-6868

EMAIL: dustin.mueller@dunhameng.com

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

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PROJECT TITLE SHEET

R O

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IN

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26-003

02/13/2026

KB

JW

RPS JOHN MARSHALL HS ROOF

REPLACEMENTROCHESTER, MINNESOTA

PLANS ISSUED:02/13/2026

SITE LOCATION MAP

BUILDING LEGEND

SHEET INDEX

AREA OF WORK

1-GENERAL INFORMATION

A0.0 PROJECT TITLE SHEET

A0.1 GENERAL INFORMATION SHEET

2-ARCHITECTURAL DEMO

A1.0a DEMOLITION ROOF PLAN - AREA 4A

A1.0b DEMOLITION ROOF PLAN - AREA 4B

A1.0c DEMOLITION ROOF PLAN - AREA 4C

A1.0d DEMOLITION ROOF PLAN - AREA 4D

3-ARCHITECTURAL

A1.1a ROOF PLAN - AREA 4A & ROOF ASSEMBLIES

A1.1b ROOF PLAN - AREA 4B

A1.1c ROOF PLAN - AREA 4C

A1.1d ROOF PLAN - AREA 4D

A2.0 PARTIAL EXISTING PHOTO REFERENCE

A2.1 PARTIAL EXISTING PHOTO REFERENCE

A3.0 EXTERIOR ELEVATIONS

A3.1 EXTERIOR ELEVATIONS

A4.0 DETAILS

4-MECHANICAL

M0.0 MECHANICAL SYMBOLS AND ABBREVIATIONS

M1.0a MECHANICAL ROOF PLAN - AREA 4A

M1.0b MECHANICAL ROOF PLAN - AREA 4B

M1.0c MECHANICAL ROOF PLAN - AREA 4C

M1.0d MECHANICAL ROOF PLAN - AREA 4D

MD1.0a MECHANICAL DEMOLITION ROOF PLAN - AREA 4A

MD1.0b MECHANICAL DEMOLITION ROOF PLAN - AREA 4B

MD1.0c MECHANICAL DEMOLITION ROOF PLAN - AREA 4C

MD1.0d MECHANICAL DEMOLITION ROOF PLAN - AREA 4D

5-ELECTRICAL

E0.0 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E1.0a ELECTRICAL ROOF PLAN - AREA 4A

E1.0b ELECTRICAL ROOF PLAN - AREA 4B

E1.0c ELECTRICAL ROOF PLAN - AREA 4C

E1.0d ELECTRICAL ROOF PLAN - AREA 4D

ED1.0a ELECTRICAL DEMOLITION ROOF PLAN - AREA 4A

ED1.0b ELECTRICAL DEMOLITION ROOF PLAN - AREA 4B

ED1.0c ELECTRICAL DEMOLITION ROOF PLAN - AREA 4C

ED1.0d ELECTRICAL DEMOLITION ROOF PLAN - AREA 4D

NO. REVISIONS DATE

REFERENCE INDICATORS

ROOM NAME

PLYWOOD

WOOD BLOCKING

MATERIALSABBREVIATIONS PROJECT GENERAL NOTES

ELEVATION INDICATOR

WALL/ PARTITION TYPE.

SEE PARTITION TYPES

FOR ADDITIONAL INFO

DOOR TAG

WINDOW/ LOUVER TAG

INTERIOR ELEVATION REFERENCE

EXTERIOR ELEVATION REFERENCE

BUILDING SECTION REFERENCE

SECTION REFERENCE

REFERENCE TAG

REVISION NUMBER

KEYNOTES

ROOM NAME/ NUMBER101A

DETAIL NUMBER

SHEET NUMBER

G0.01

A411

LV00SF00

101A.1

A

POINT REFERENCED

ELEVATION

FACE BRICK

CONCRETE BLOCK

CONCRETE BLOCK (LARGE SCALE)

WOOD STUD PARTITION

METAL STUD PARTITION

BATT INSULATION

EXTERIOR RIGID INSULATION

FINISH WOOD

GYPSUM BOARD OR PLASTER

METAL

STONE

EXISTING

A

AB

AC

ACBD

ACT

ADDM

ADJ

ADJ

ADJ

AFF

AHU

ALT

ALUM

AP

APPROX

ARCH

AWT

Absolute Acoustic Acoustic Board Acoustical Ceiling Tile Addendum Adjacent Adjoining Adjustable Above Finished Floor Air Handling Unit Alternate Aluminum Access Panel Approximate Architect Acoustical Wall Treatment

BB

BD

BITUM

BLDG

BLK

BLKG

BM

BMU

BOT

BRG

BUR

Bulletin Board Board Bituminous Building Block Blocking Bench Mark, Beam Burnished Masonry Unit Bottom Bearing Built-Up Roofing

CAB

CB

CI

CJ

CT

CEM

CEMPLAS

CHBD

CG

CL

CLG

CLR

CMU

CO/COR

COL

COMP

CONC

CONF

CONT

CONTR

CPT

CSG

CUH

Cabinet Catch Basin Cast Iron Control Joint Ceramic Tile Cement Cement Plaster Chalk Board Corner Guard Center Line Ceiling Clear Concrete Masonry Unit Contracting Officer (Rep) Column Composition Concrete Conference Continuous Contractor Carpet Casing Cabinet Unit Heater

D

DBL

DEMO

DET

DF

DIA

DIM

DISP

DN

DR

DR

DS

DT

DW

DWG

Depth Double Demolition Detail Drinking Fountain Diameter Dimension Dispenser Down Door Drain Down Spout Drain Tile Dishwasher Drawing

E

EA

EF

EFIS

EJ

EL

ELEC

ELEV

ENCL

EQ

EW

EWC

EXP

EXPMATL

EXT

EXIST

East Each Each Face Exterior Finish Insulation

Expansion Joint Elevation Electrical Elevator Enclosure Equal Each Way Elec.. Water Cooler Expansion, Exposed Expansion Material Exterior Existing

FD

FDTN

FE

FEC

FIN

FLR

FP

FR

FT

FTG

FWC

Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Floor Fireproofing Frame Foot Footing Fabric Wall Covering

GA

GALV

GB

GEN

GI

GL

GLU LAM

GYP

Gage Galvanized Grab Bar General Galvanized Iron Glass Glued Laminated Wood Gypsum

HC

HD

HDBD

HDW

HDWD

HNDRL

HM

HORIZ

HT

Hollow Core Hand Dryer Hardboard Hardware Hardwood Handrail Hollow Metal Horizontal Height

ID

INSUL

INT

JAN

JST

JT

Inside Diameter Insulation Interior Janitor Joist Joint

LAV

LF

LINO

LKR

LOC

MATL

MAX

MECH

MET/MTL

MEZZ

MFR

MH

MK BD

MIN

MIRR

MISC

MO

MR

MTG

Lavatory Linear Feet (Foot) Linoleum Locker Location, Locate

Material Maximum Mechanical Metal Mezzanine Manufacturer Manhole Marker Board Minimum, Minute Mirror Miscellaneous Masonry Opening Moisture Resistant Mounting

N

NA

NIC

NTS

NO

North Not Applicable Not In Contract Not To Scale Number

OC

OD

OFF

OPNG

OPP

OH

ORIG

On Center Outside Diameter Office Opening Opposite Overhead Original

PC

PBD

PERF

PL

PLAS

PLAM

PLYWD

PREFIN

PTD

PTH

PT

QT

R

RAD

RB

RD

REC

REF

REINF

REQD

RESIL

RM

RO

RS

RTF

S

SAT

SC

SCHED

SECT

SD

SGD

SGT

SHTHG

SIM

SND

SPEC

SQ FT

SS

STL

STOR

STRUCT

SUSP

SV

Portland Cement Particle Board Perforated Plate Plaster Plastic Laminate Plywood Prefinished Paper Towel Dispenser Paper Towel Holder Paint

Quarry Tile

Riser, Radius, Range Radiator Resilient Base Roof Drain Recessed Refrigerator Reinforced Required Resilient Room Rough Opening Rough Sawn Rubber Tile Flooring

South Suspended Acoustical Tile Solid Core Schedule Section Soap Dispenser Sliding Glass Door Structural Glazed Tile Sheathing Similar Sanitary Napkin Dispenser Specification Square Foot Stainless Steel Steel Storage Structural Suspended Sheet Vinyl

T

TB

TD

TEL

TEMP

TER

TKBD

T&G

TPD

TYP

UNEX

UNFIN

UNO

UR

VB

VCT

VERT

VIF

VWC

W W/ W/O

WC

WD

WDW

WGL

WH

WWM

WI

Tread, Toilet Towel Bar Towel Dispenser Telephone Tempered Terrazzo Tack Board Tongue and Groove Toilet Paper Dispenser Typical

Unexcavated Unfinished Unless Noted Otherwise Urinal

Vinyl Base Vinyl Composition Tile Vertical Verify In Field Vinyl Wall Covering

West With Without Water Closet Wood Window Wire Glass Water Heater Welded Wire Mesh Wrought Iron

At Angle Channel Center Line Flow Line Plate Feet Inches Number Smoke Square Round, Diameter

CL

FL

PL

Ø

SYMBOL CHARACTERS

W, X, Y, Z

V

U

T

S

R

Q

PH

I, J, K

L

M

N

O

D

E

F

G

C

B

A201

A403

CAST-IN-PLACE CONCRETE

System

ACCENT WALL FINISH

INDICATOR

XX1

XXX1 FINISH TAG

XXX1 EQUIPMNET TAG

A. ALL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH LAWS, ORDINANCES, RULES, CODES

AND REGULATIONS OF GOVERNMENT AUTHORITIES HAVING JURISDICTION.

B. THE GENERAL CONTRACTOR, ASSOCIATED SUBCONTRACTORS, AND ALL OF THEIR SUBORDINATES (REGARDLESS OF THE TRADE INVOLVED) SHALL FAMILIARIZE THEMSELVES WITH ALL INFORMATION LOCATED WITHIN THE COMPLETE CONSTRUCTION DOCUMENT SET (ALL DRAWINGS AND SPECIFICATIONS)

PRIOR TO CONSTRUCTION.

C. CONTRACTOR(S) SHALL MAINTAIN CURRENT RECORD DRAWINGS ON SITE AT ALL TIMES.

D. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR AND ASSOCIATED SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS. THIS INCLUDES REVIEW AND VERIFICATION THAT DIMENSIONS, LOCATIONS, AND REQUIREMENTS SHOWN ON THESE PLANS ARE ACCEPTABLE FOR INSTALLATION AND PROPER USE OF THEIR RESPECTIVE SYSTEMS, MATERIALS AND EQUIPMENT. ANY DEVIATIONS, DISCREPANCIES, AND/OR CONFLICTS SHALL BE REPORTED IN WRITING TO

THE ARCHITECT.

E. PRIOR TO COMMENCEMENT OF ANY OPERATION, EACH CONTRACTOR SHALL EXAMINE WORK PERFORMED BY OTHERS TO WHICH THEIR WORK ADJOINS OR IS APPLIED, AND REPORT TO THE ARCHITECT ANY CONDITIONS PREVENTING SATISFACTORY ACCOMPLISHMENT OF THEIR WORK. STARTING WORK OF ANY

OPERATION SHALL INDICATE ACCEPTANCE OF CONDITIONS.

F. COORDINATE ALL WORK INDICATED BY CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION, AND STRUCTURAL. WORK SHOWN BY ONE TRADE MAY AFFECT ANOTHER.

G. ALL CONSTRUCTION SCHEDULING AND SEQUENCING SHALL BE COORDINATED WITH THE OWNER PRIOR TO

BEGINNING WORK.

H. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROJECT SECURITY. CONTRACTOR SHALL BECOME FAMILIAR WITH & COMPLY WITH OWNER'S PROCEDURES FOR MAINTAINING A SECURE SITE & BUILDING.

I. COORDINATE ALL SHOP DRAWING SUBMITTALS, INCLUDING THE PRODUCT AND EQUIPMENT SIZES, SPECIFICATIONS AND MANUFACTURERS INSTALLATION INSTRUCTIONS, WITH THE PLANS IN THE DOCUMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES, CONFLICTS, OR

ADDITIONAL REQUIREMENTS THAT NEED CLARIFICATION AND/OR FURTHER DIRECTION.

J. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO

COMMENCEMENT OF WORK, AND SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY CONFLICTS OR

DISCREPANCIES OCCUR.

K. MATERIALS AND NOTES COMMON TO SEVERAL DRAWINGS MAY BE NOTED ON ONLY ONE DRAWING.

CONTRACTORS SHALL BE RESPONSIBLE FOR ENTIRE SET OF DOCUMENTS. REVIEW SPECIFICATIONS FOR

INSTRUCTIONS NOT SHOWN ON DRAWINGS.

L. REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE CONDITIONS AND DO NOT LIMIT APPLICATION OF DRAWING OR DETAIL WHERE SPECIFIC DIMENSION, DETAILS, OR DESIGN INTENT

CANNOT BE DETERMINED. CONSULT THE ARCHITECT PRIOR TO PROCEEDING WITH WORK.

M. CONTRACTOR SHALL ARRANGE TO ACCOMMODATE "NOT IN CONTRACT" WORK. WHEN INFORMATION IS

INADEQUATE, REQUEST FURTHER INSTRUCTIONS BEFORE PROCEEDING.

N. CONTRACTOR SHALL PERFORM HIGH QUALITY WORK. MATERIALS INSTALLED TO UNIFORM ACCURATE FIT SO THEY MEET WITH NEAT, STRAIGHT LINES, FREE OF OPEN SEAMS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB AND AT ACCURATE RIGHT ANGLES, OR FLUSH WITH ADJOINING MATERIALS. WORK OF EACH TRADE SHALL MEET OR EXCEED ALL NATIONAL STANDARDS PUBLISHED BY

THE TRADE.

O. COORDINATE WITH ALL SUBCONTRACTORS, ANY REQUIRED OPENINGS, INCLUDING THOSE NOT INDICATED

IN THE CONSTRUCTION DOCUMENT.

P. WHERE ACCESS PANELS ARE REQUIRED FOR EQUIPMENT, UTILITIES, OR DEVICES, THOSE PANELS SHALL BE INSTALLED WHETHER OR NOT THEY ARE SPECIFICALLY SHOWN ON THE DRAWINGS. WHEN INSTALLED IN A FIRE RATED ASSEMBLY, THE ACCESS PANEL MUST BE FIRE RATED TO MATCH THE RATING OF THAT

ASSEMBLY. VERIFY ALL PANEL LOCATIONS WITH ARCHITECT AND OWNER BEFORE INSTALLING.

Q. CONTRACTOR SHALL MAINTAIN CLEAN AND PRESENTABLE WORK AND STORAGE AREAS, AND SHALL NOT

ALLOW ANY MATERIAL AS A RESULT OF DEMOLITION OR CONSTRUCTION TO ACCUMULATE.

R. CONTRACTOR SHALL TAKE CARE TO PROTECT NEWLY INSTALLED MATERIALS.

S. PRIOR TO FINAL INSPECTION OF AND ACCEPTANCE OF THIS PROJECT, THE CONTRACTOR SHALL HAVE

PROJECT AREA FREE FROM ALL CONSTRUCTION DEBRIS, SCRAPS, MATERIAL, AND EQUIPMENT.

T. UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS. ALL AREAS AFFECTED BY THE PROJECT SHALL BE DELIVERED CLEAN, WHOLE, TIGHT, AND FIT FOR IMMEDIATE

OCCUPANCY.

U. REPLACE DAMAGED SOD/SOIL DUE TO CONSTRUCTION RELATED ACTIVITIES WITH BLACK DIRT AND NEW

SOD TO ACHIEVE A UNIFORM SURFACE AND APPEARANCE.

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

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GENERAL INFORMATION

SHEET

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KEY PLAN

AREA 4

4A

4B

4C

4D

3a

3b

N O

R T H

NORTH

PLAN NORTHTRUE NORTH

EXISTING SCUPPER AND

DOWNSPOUT TO REMAIN

EXISTING SCUPPER AND DOWNSPOUT TO REMAIN

EXISTING SCUPPER AND

DOWNSPOUT TO REMAIN

7 7

1 REMOVE EXISTING ADHERED EPDM ROOF MEMBRANE, COVER

BOARD IF APPLICABLE AND INSULATION IN ITS ENTIRETY AND

DISPOSE OF PROPERLY.

DEMOLITION NOTES:

6 REMOVE EXISTING METAL CURB CAP AND DISPOSE OF

PROPERLY.

2 REMOVE EXISTING BALLAST AND MEMBRANE AND DISPOSE OF

PROPERLY.

3 REMOVE EXISTING ABANDONED MECHANICAL CURB AND

DISPOSE OF PROPERLY.

4 REMOVE EXISTING PARAPET CAP AND ANY DAMAGED OR

UNUSABLE EDGE BLOCKING AND DISPOSE OF PROPERLY.

5 REMOVE AND SALVAGE EXISTING PARAPET CAP FOR

REINSTALLATION.

7 REMOVE EXISTING STEEL EQUIPMENT PEDESTAL IN THEIR

ENTIRETY AND DISPOSE OF PROPERLY.

8 REMOVE AND DISPOSE OF EXISTING SCUPPER AND DOWNSPOUT.

9 REMOVE AND DISPOSE OF EXISTING GUTTER AND DOWNSPOUTS.

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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DEMOLITION ROOF PLAN -

AREA 4A

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1/8" = 1'-0"

DEMOLITION ROOF PLAN - AREA 4A

4A

4B

4C

4D

3a

3b

N O

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NORTH

PLAN NORTHTRUE NORTH

1 REMOVE EXISTING ADHERED EPDM ROOF MEMBRANE, COVER

BOARD IF APPLICABLE AND INSULATION IN ITS ENTIRETY AND

DISPOSE OF PROPERLY.

DEMOLITION NOTES:

6 REMOVE EXISTING METAL CURB CAP AND DISPOSE OF

PROPERLY.

2 REMOVE EXISTING BALLAST AND MEMBRANE AND DISPOSE OF

PROPERLY.

3 REMOVE EXISTING ABANDONED MECHANICAL CURB AND

DISPOSE OF PROPERLY.

4 REMOVE EXISTING PARAPET CAP AND ANY DAMAGED OR

UNUSABLE EDGE BLOCKING AND DISPOSE OF PROPERLY.

5 REMOVE AND SALVAGE EXISTING PARAPET CAP FOR

REINSTALLATION.

7 REMOVE EXISTING STEEL EQUIPMENT PEDESTAL IN THEIR

ENTIRETY AND DISPOSE OF PROPERLY.

8 REMOVE AND DISPOSE OF EXISTING SCUPPER AND DOWNSPOUT.

9 REMOVE AND DISPOSE OF EXISTING GUTTER AND DOWNSPOUTS.

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% CD SET 02/13/26

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DEMOLITION ROOF PLAN -

AREA 4B

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DEMOLITION ROOF PLAN - AREA 4B

4A

4B

4C

4D

3a

3b

N O

R T H

NORTH

PLAN NORTHTRUE NORTH

6 6

1 REMOVE EXISTING ADHERED EPDM ROOF MEMBRANE, COVER

BOARD IF APPLICABLE AND INSULATION IN ITS ENTIRETY AND

DISPOSE OF PROPERLY.

DEMOLITION NOTES:

6 REMOVE EXISTING METAL CURB CAP AND DISPOSE OF

PROPERLY.

2 REMOVE EXISTING BALLAST AND MEMBRANE AND DISPOSE OF

PROPERLY.

3 REMOVE EXISTING ABANDONED MECHANICAL CURB AND

DISPOSE OF PROPERLY.

4 REMOVE EXISTING PARAPET CAP AND ANY DAMAGED OR

UNUSABLE EDGE BLOCKING AND DISPOSE OF PROPERLY.

5 REMOVE AND SALVAGE EXISTING PARAPET CAP FOR

REINSTALLATION.

7 REMOVE EXISTING STEEL EQUIPMENT PEDESTAL IN THEIR

ENTIRETY AND DISPOSE OF PROPERLY.

8 REMOVE AND DISPOSE OF EXISTING SCUPPER AND DOWNSPOUT.

9 REMOVE AND DISPOSE OF EXISTING GUTTER AND DOWNSPOUTS.

SHEET NUMBER

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DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

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

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

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44421 02/13/2026

DEMOLITION ROOF PLAN -

AREA 4C

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DEMOLITION ROOF PLAN - AREA 4C

4A

4B

4C

4D

3a

3b

N O

R T H

NORTH

PLAN NORTHTRUE NORTH

4 4

EXISTING SCUPPER AND

DOWNSPOUT TO REMAIN

7 7

1 REMOVE EXISTING ADHERED EPDM ROOF MEMBRANE, COVER

BOARD IF APPLICABLE AND INSULATION IN ITS ENTIRETY AND

DISPOSE OF PROPERLY.

DEMOLITION NOTES:

6 REMOVE EXISTING METAL CURB CAP AND DISPOSE OF

PROPERLY.

2 REMOVE EXISTING BALLAST AND MEMBRANE AND DISPOSE OF

PROPERLY.

3 REMOVE EXISTING ABANDONED MECHANICAL CURB AND

DISPOSE OF PROPERLY.

4 REMOVE EXISTING PARAPET CAP AND ANY DAMAGED OR

UNUSABLE EDGE BLOCKING AND DISPOSE OF PROPERLY.

5 REMOVE AND SALVAGE EXISTING PARAPET CAP FOR

REINSTALLATION.

7 REMOVE EXISTING STEEL EQUIPMENT PEDESTAL IN THEIR

ENTIRETY AND DISPOSE OF PROPERLY.

8 REMOVE AND DISPOSE OF EXISTING SCUPPER AND DOWNSPOUT.

9 REMOVE AND DISPOSE OF EXISTING GUTTER AND DOWNSPOUTS.

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

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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

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44421 02/13/2026

DEMOLITION ROOF PLAN -

AREA 4D

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1/8" = 1'-0"

DEMOLITION ROOF PLAN - AREA 4D

4A

4B

4C

4D

3a

3b

N O

R T H

NORTH

PLAN NORTHTRUE NORTH

A4.0

SLOPED INSUL.

1/8" / 12"

SLOPED INSUL.

1/4" / 12"

SLOPED INSUL.

1/4" / 12"

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A4.0

SLOPED INSUL.

1/4" / 12"

SLOPED INSUL.

1/4" / 12"

SLOPED INSUL.

1/4" / 12"

SLOPED INSUL.

1/4" / 12"

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A4.0

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A4.0

SLOPED INSUL.

1/8" / 12"

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SLOPED INSUL.

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SLOPED INSUL.

1/4" / 12"

5 5 5

RF1a

RF1aRF1a

RF1b

RF1b

RF1a

A3.1

A3.1

A4.0

1 EXIST. PRIMARY ROOF DRAIN

2 EXIST. OVERFLOW DRAIN

3 PATCH EXIST. 3" ACOUSTICAL CEMENTITIOUS ROOF DECK

BEFORE ROOFING - SEE STRUCT.

4 PATCH ROOF AT REMOVED STEEL PLATES

5 EXISTING SCUPPER AND DOWNSPOUT - MODIFY AS NEEDED

FOR NEW ROOFING

ROOF PLAN NOTES:

7 NEW CONTROL JOINT WITH NEW PREFIN. METAL CAP - SEE

DETAIL

A. THIS ROOF PLAN IS FOR REFERENCE ONLY - FINAL ROOF DESIGN TO BE

BY ROOFING SUPPLIER AND TO BE INSTALLED ACCORDING AS PER

MANUFACTURER'S WARRANTY REQUIREMENTS. ALL FLASHING AND ROOF

PENETRATIONS AS PER MANUFACTURER'S DETAILS.

B. EXISTING MECHANICAL/ELECTRICAL EQUIPMENT/CURBS/PENETRATIONS/

OPENINGS ARE SHOWN AT APPROXIMATE LOCATIONS. SEE MECHANICAL FOR

MORE INFORMATION

6 NEW PREFIN. METAL CAP FLASHING WITH CONT. KEEPER AND

DRIP EDGE

8 NEW EXPANSION JOINT WITH NEW PREFIN. METAL CAP - SEE

DETAIL

9 NEW PREFIN. METAL GUTTER AND DOWNSPOUT - SEE

ELEVATIONS. PROVIDE CONC. SPLASH BLOCK AT

DOWNSPOUT

10 .

ROOF

TYPE

RF1a

• ADHERED EPDM MEMBRANE

• 1/2" RECOVERY BOARD

• TAPERED INSULATION 1/2" MIN.

• BASE INSULATION (R-30 AVERAGE)

• EXISTING 3" ACOUSTICAL CEMENTITIOUS

PANELS

ROOF

TYPE

RF2

• ADHERED EPDM MEMBRANE

• 1/2" RECOVERY BOARD

• TAPERED INSULATION 1/2" MIN.

• 2" BASE INSULATION (R-30 AVERAGE)

• EXISTING STEEL DECKING

ROOF

TYPE

RF3

• ADHERED EPDM MEMBRANE

• 1/2" RECOVERY BOARD

• 5" BASE INSULATION (R-30 MIN)

• EXISTING 3" ACOUSTICAL CEMENTITIOUS

PANELS

ROOF TYPES

RF1b

2" BASE INSULATION - AREAS WITH 1/4" SLOPED INSULATION

3" BASE INSULATION - AREAS WITH 1/8" SLOPED INSULATION

SHEET NUMBER

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NUMBER DATE

OF SHEETS

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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

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44421 02/13/2026

ROOF PLAN - AREA 4A &

ROOF ASSEMBLIES

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1/8" = 1'-0"

ROOF PLAN - AREA 4A

4A

4B

4C

4D

3a

3b

N O

R T H

NORTH

PLAN NORTHTRUE NORTH

1 EXIST. PRIMARY ROOF DRAIN

2 EXIST. OVERFLOW DRAIN

3 PATCH EXIST. 3" ACOUSTICAL CEMENTITIOUS ROOF DECK

BEFORE ROOFING - SEE STRUCT.

4 PATCH ROOF AT REMOVED STEEL PLATES

5 EXISTING SCUPPER AND DOWNSPOUT - MODIFY AS NEEDED

FOR NEW ROOFING

ROOF PLAN NOTES:

7 NEW CONTROL JOINT WITH NEW PREFIN. METAL CAP - SEE

DETAIL

A. THIS ROOF PLAN IS FOR REFERENCE ONLY - FINAL ROOF DESIGN TO BE

BY ROOFING SUPPLIER AND TO BE INSTALLED ACCORDING AS PER

MANUFACTURER'S WARRANTY REQUIREMENTS. ALL FLASHING AND ROOF

PENETRATIONS AS PER MANUFACTURER'S DETAILS.

B. EXISTING MECHANICAL/ELECTRICAL EQUIPMENT/CURBS/PENETRATIONS/

OPENINGS ARE SHOWN AT APPROXIMATE LOCATIONS. SEE MECHANICAL FOR

MORE INFORMATION

6 NEW PREFIN. METAL CAP FLASHING WITH CONT. KEEPER AND

DRIP EDGE

8 NEW EXPANSION JOINT WITH NEW PREFIN. METAL CAP - SEE

DETAIL

9 NEW PREFIN. METAL GUTTER AND DOWNSPOUT - SEE

ELEVATIONS. PROVIDE CONC. SPLASH BLOCK AT

DOWNSPOUT

10 .

A3.0 1

SLOPED INSUL.

1/8" / 12"

S

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1/

8"

2"

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1/

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2"

A4.0

A4.0

A4.0

Sim

A4.0

Sim

A4.0

SLOPED INSUL.

1/8" / 12"

SLOPED INSUL.

1/8" / 12"

SLOPED INSUL.

1/8" / 12"

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RF1b

RF1b

RF1b

RF2

RF2

NO BASE

INSULATION

S

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1/

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2"

A4.0

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

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100% CD SET 02/13/26

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Jason Woodhouse

44421 02/13/2026

ROOF PLAN - AREA 4B

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1/8" = 1'-0"

ROOF PLAN - AREA 4B

4A

4B

4C

4D

3a

3b

N O

R T H

NORTH

PLAN NORTHTRUE NORTH

1 EXIST. PRIMARY ROOF DRAIN

2 EXIST. OVERFLOW DRAIN

3 PATCH EXIST. 3" ACOUSTICAL CEMENTITIOUS ROOF DECK

BEFORE ROOFING - SEE STRUCT.

4 PATCH ROOF AT REMOVED STEEL PLATES

5 EXISTING SCUPPER AND DOWNSPOUT - MODIFY AS NEEDED

FOR NEW ROOFING

ROOF PLAN NOTES:

7 NEW CONTROL JOINT WITH NEW PREFIN. METAL CAP - SEE

DETAIL

A. THIS ROOF PLAN IS FOR REFERENCE ONLY - FINAL ROOF DESIGN TO BE

BY ROOFING SUPPLIER AND TO BE INSTALLED ACCORDING AS PER

MANUFACTURER'S WARRANTY REQUIREMENTS. ALL FLASHING AND ROOF

PENETRATIONS AS PER MANUFACTURER'S DETAILS.

B. EXISTING MECHANICAL/ELECTRICAL EQUIPMENT/CURBS/PENETRATIONS/

OPENINGS ARE SHOWN AT APPROXIMATE LOCATIONS. SEE MECHANICAL FOR

MORE INFORMATION

6 NEW PREFIN. METAL CAP FLASHING WITH CONT. KEEPER AND

DRIP EDGE

8 NEW EXPANSION JOINT WITH NEW PREFIN. METAL CAP - SEE

DETAIL

9 NEW PREFIN. METAL GUTTER AND DOWNSPOUT - SEE

ELEVATIONS. PROVIDE CONC. SPLASH BLOCK AT

DOWNSPOUT

10 .

SLOPED INSUL.

1/8" / 12"

SLOPED INSUL.

1/8" / 12"

SLOPED INSUL.

1/8" / 12"

SLOPED INSUL.

1/8" / 12"

SLOPED INSUL.

1/8" / 12"

SLOPED INSUL.

1/8" / 12"1 1 1

1 1

A4.0

Sim

A4.0

Sim

A4.0

Sim

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8"

2" RF1b

RF2 RF2

RF2

2 2 2

RF2

SLOPED INSUL.

1/8" / 12"

SLOPED INSUL.

1/8" / 12"

A3.1

A4.0

A4.0

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% CD SET 02/13/26

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Jason Woodhouse

44421 02/13/2026

ROOF PLAN - AREA 4C

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02/13/2026

Author

Checker

1/8" = 1'-0"

ROOF PLAN - AREA 4C

4A

4B

4C

4D

3a

3b

N O

R T H

NORTH

PLAN NORTHTRUE NORTH

A4.0

SLOPED STRUCT.

2"+- /12"

SLOPED STRUCT.

2"+- /12"

SLOPED STRUCT.

2"+- /12"

SLOPED STRUCT.

2"+- /12"

SLOPED STRUCT.

2"+- /12"

A4.0

A4.0

A3.02

A3.0 1

A4.0

A4.0

A4.0

A4.0

Sim

A4.0

Sim

A4.0

Sim

A4.0

Sim

SLOPED INSUL.

1/4" / 12"

S

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P E

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IN

S U

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1/

4"

2"

A4.0

Sim

A4.0

A4.0

RF1a

A3.1

A3.1

RF3 RF3 RF3RF3

RF3

1 EXIST. PRIMARY ROOF DRAIN

2 EXIST. OVERFLOW DRAIN

3 PATCH EXIST. 3" ACOUSTICAL CEMENTITIOUS ROOF DECK

BEFORE ROOFING - SEE STRUCT.

4 PATCH ROOF AT REMOVED STEEL PLATES

5 EXISTING SCUPPER AND DOWNSPOUT - MODIFY AS NEEDED

FOR NEW ROOFING

ROOF PLAN NOTES:

7 NEW CONTROL JOINT WITH NEW PREFIN. METAL CAP - SEE

DETAIL

A. THIS ROOF PLAN IS FOR REFERENCE ONLY - FINAL ROOF DESIGN TO BE

BY ROOFING SUPPLIER AND TO BE INSTALLED ACCORDING AS PER

MANUFACTURER'S WARRANTY REQUIREMENTS. ALL FLASHING AND ROOF

PENETRATIONS AS PER MANUFACTURER'S DETAILS.

B. EXISTING MECHANICAL/ELECTRICAL EQUIPMENT/CURBS/PENETRATIONS/

OPENINGS ARE SHOWN AT APPROXIMATE LOCATIONS. SEE MECHANICAL FOR

MORE INFORMATION

6 NEW PREFIN. METAL CAP FLASHING WITH CONT. KEEPER AND

DRIP EDGE

8 NEW EXPANSION JOINT WITH NEW PREFIN. METAL CAP - SEE

DETAIL

9 NEW PREFIN. METAL GUTTER AND DOWNSPOUT - SEE

ELEVATIONS. PROVIDE CONC. SPLASH BLOCK AT

DOWNSPOUT

10 .

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% CD SET 02/13/26

A u to d e s k

D o c s:

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Jason Woodhouse

44421 02/13/2026

ROOF PLAN - AREA 4D

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1/8" = 1'-0"

ROOF PLAN - AREA 4D

A3.03

A3.1

A3.1

A3.1

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

CLIENT

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44421 02/13/2026

PARTIAL EXISTING PHOTO

REFERENCE

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1" = 30'-0"

ROOF PLAN Photo Reference

1 2 3 4 5 6

7 8 9 10 11 12

1413 15

A3.03

A3.1

A3.1

A3.1

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

CLIENT

100% CD SET 02/13/26

A u to d e s k

D o c s:

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PARTIAL EXISTING PHOTO

REFERENCE

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26-003

02/13/2026

Author

Checker

1" = 30'-0"

ROOF PLAN Photo Reference 2

14 15 16 17 18 19

20 21 22 23 24 25

26 27 28

1 1 1 1 1 1 1 1

A4.0

A4.0

4 4 4 4

1 1 1

1 EXIST. CONTROL JOINT - REPLACE BACKER

ROD AND SEALANT

2 REPLACE DAMAGED BRICK AND REPOINT

BRICK JOIUNTS IN UP TO 10% OF WALL AREAS,

SEE TABLE FOR QUANTITIES

3 WASH BRICK AND JOINTS - SEE SPEC.

ELEVATION NOTES:

GENERAL REPAIR NOTES:

1. PHOTOS CONTAINED IN THESE DOCUMENTS ARE

INTENDED TO ILLUSTRATE THE GENERAL EXISTING

CONDITIONS AND ARE FOR THE CONTRACTORS

INFORMATION ONLY. THESE PHOTOS DO NOT SHOW OR

ATTEMPT TO REPRESENT ALL EXIST. CONDITIONS. THE

CONTRACTOR MUST VISIT THE SITE AND INSPECT ALL

EXIST. CONDITIONS TO VERIFY QUANTITY AND PROJECT

SCOPE PRIOR TO BIDDING.

2. ANY EXISTING MASONRY CONSTRUCTION DAMAGE IN

THE REMOVAL OF ADJACENT ELEMENTS SHALL BE

REPLACED AT THE CONTRACTORS EXPENSE.

3. ALL SURFACE MOUNTED FIXTURES AND ACCESSORIES

(LIGHTING, ELECTRICAL, ETC) REMOVED DURING

REPOINTING ARE TO BE REINSTALLED IN THEIR ORIGINAL

LOCATION AT THE COMPLETION OF WORK TO THAT AREA.

4 NEW OPEN-FACED PREFIN. MTL. DOWNSPOUT

A4.0

Sim

4 4 4

10%

MASONRY REPAIR QUANTITIES:

ELEVATION WALL AREA %

NORTH - AREA 4

SOUTH - AREA 4

WEST

WEST 2

TOTAL

2,186 SQ. FT. 10%

616 SQ. FT.

1,948 SQ. FT.

1,067 SQ. FT.

12,602 SQ. FT.

10%

10%

10%

AREA OF

REPOINTING

55 BRICKS

BRICK

REPLACEMENT

10 BRICKS

5 BRICKS

5 BRICKS

15 BRICKS

SOUTH 3,655 SQ. FT. 10% 5 BRICKS

EAST 3,130 SQ. FT. 10% 15 BRICKS

219 SQ. FT.

62 SQ. FT.

195 SQ. FT.

107 SQ. FT.

1,261 SQ. FT.

365 SQ. FT.

313 SQ. FT.

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% CD SET 02/13/26

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Jason Woodhouse

44421 02/13/2026

EXTERIOR ELEVATIONS

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26-003

02/13/2026

KB

JW

1/8" = 1'-0"

PARTIAL NORTH ELEVATION - AREA 4

1/8" = 1'-0"

PARITAL SOUTH ELEVATION - AREA 4

NORTH ELEVATION SOUTH ELEVATION

1/8" = 1'-0"

PARTIAL SOUTH ELEVATION

EXIST. LOUVER

A4.0

A4.0

A4.0

1 EXIST. CONTROL JOINT - REPLACE BACKER

ROD AND SEALANT

2 REPLACE DAMAGED BRICK AND REPOINT

BRICK JOIUNTS IN UP TO 10% OF WALL AREAS,

SEE TABLE FOR QUANTITIES

3 WASH BRICK AND JOINTS - SEE SPEC.

ELEVATION NOTES:

GENERAL REPAIR NOTES:

1. PHOTOS CONTAINED IN THESE DOCUMENTS ARE

INTENDED TO ILLUSTRATE THE GENERAL EXISTING

CONDITIONS AND ARE FOR THE CONTRACTORS

INFORMATION ONLY. THESE PHOTOS DO NOT SHOW OR

ATTEMPT TO REPRESENT ALL EXIST. CONDITIONS. THE

CONTRACTOR MUST VISIT THE SITE AND INSPECT ALL

EXIST. CONDITIONS TO VERIFY QUANTITY AND PROJECT

SCOPE PRIOR TO BIDDING.

2. ANY EXISTING MASONRY CONSTRUCTION DAMAGE IN

THE REMOVAL OF ADJACENT ELEMENTS SHALL BE

REPLACED AT THE CONTRACTORS EXPENSE.

3. ALL SURFACE MOUNTED FIXTURES AND ACCESSORIES

(LIGHTING, ELECTRICAL, ETC) REMOVED DURING

REPOINTING ARE TO BE REINSTALLED IN THEIR ORIGINAL

LOCATION AT THE COMPLETION OF WORK TO THAT AREA.

4 NEW OPEN-FACED PREFIN. MTL. DOWNSPOUT

10%

MASONRY REPAIR QUANTITIES:

ELEVATION WALL AREA %

NORTH - AREA 4

SOUTH - AREA 4

WEST

WEST 2

TOTAL

2,186 SQ. FT. 10%

616 SQ. FT.

1,948 SQ. FT.

1,067 SQ. FT.

12,602 SQ. FT.

10%

10%

10%

AREA OF

REPOINTING

55 BRICKS

BRICK

REPLACEMENT

10 BRICKS

5 BRICKS

5 BRICKS

15 BRICKS

SOUTH 3,655 SQ. FT. 10% 5 BRICKS

EAST 3,130 SQ. FT. 10% 15 BRICKS

219 SQ. FT.

62 SQ. FT.

195 SQ. FT.

107 SQ. FT.

1,261 SQ. FT.

365 SQ. FT.

313 SQ. FT.

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% CD SET 02/13/26

A u to d e s k

D o c s:

R

P S

J o h n

M a rs h a ll H

S R o o f

R e p la ce m e n t/

-0

R

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/1

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:5

:5

P

M

A3.1

Jason Woodhouse

44421 02/13/2026

EXTERIOR ELEVATIONS

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26-003

02/13/2026

KB

JW

1/8" = 1'-0"

PARTIAL EAST ELEVATION

1/8" = 1'-0"

PARTIAL WEST ELEVATION

1/8" = 1'-0"

PARTIAL WEST ELEVATION 2

EAST ELEVATION

WEST ELEVATIONS

EXISTING PARAPET WALL

RUN EPDM UP EXISTING PARAPET AS

RECOMMENDED BY MANUFACTURE, TYP.

EXISTING CONCRETE ROOF BEAM,

SEE STRUCTURAL

EXISTING 3" TECTUM DECK

REINSTALLED METAL PARAPET CAP

RF1

RF3

RF3

EXIST. BLOCKING -

REPLACE AS REQUIRED

NEW 2x BLOCKING

PLYWD AS REQUIRED

OVERLAP EPDM MEMBRANE

NEW EPDM FLASHING AT CURB.

EXIST. INSULATION CURB AND CAP

EXIST. STRUCT.

EXIST TECTUM ROOF DECK.

NEW ROOF INSULATION

NEW RIGID INSULATION (R-30)

EXIST. ACOUSTIC CEMENTITIOUS ROOF DECK

EXIST. STRUCT.

EXIST. PLYWOOD SHEATHING,TYP.

EXIST. 2X BLOCKING

NEW EPDM FLASHING.

RF3

RF3

EPDM FLASHING

EXIST. BLOCKING -

REPLACE AS NEEDED

PREFIN. MTL. CAP

RF3

TAPERED INSUL. AT DRAINS

PREFIN. METAL CAP

FLASHING WITH KEEPER

AND DRIP EDGE

RF3

PREFIN. METAL CAP WITH

KEEPER AND DRIP EDGE

EXIST. BLOCKING

REPLACE AS REQUIRED

EPDM FLASHING

RUN EPDM UP OVER PARAPET

EXIST. LOUVER

EXIST. METAL PANEL

PREFIN. METAL FLASHING

EPDM FLASHING

6" PREFIN MTL. GUTTER

6" OPEN FACED DOWNSPOUT

EXIST. BLOCKING

REPLACE AS REQUIRED

2x BLOCKING AS REQUIRED

PLYWD AS REQUIRED

RF3

PREFIN. METAL CAP FLASHING

WITH KEEPER AND DRIP EDGE

EPDM FLASHING

PLYWD SHEATHING

AS REQUIRED

2x BLOCKING AS REQUIRED

2x EXIST. BLOCKING -

REPLACE AS REQUIRED

RUN EPDM OVER EDGE

RF3

EXIST. BLOCKING -

REPLACE AS REQUIRED

EXIST BRICK

NEW PREFIN. 2 PART MTL CAP

WITH KEEPERS AND DRIP EDGE

RUN EPDM UP AND OVER PARAPET

RF1

EPDM FLASHING

NOTE FOR NORTH PARAPET - ADD BLOCKING

AS REQUIRED TO ACHIEVE NEW PROFILE

8"

EXIST. BLOCKING - REPLACE AS REQUIRED

EXIST. CMU

RUN EPDM UP WALL AND OVER PARAPET

RF2

NEW PREFIN. MTL. CAP WITH KEEPER

AND DRIP EDGE

RF1

URETHANE ROD

1 PART POLYURETHANE SEALANT

FASTEN IN HEAD OR BEAD

OF MORTAR JOINT

NEW OR EXISTING REGLET

METAL RECEIVER AND COUNTER

FLASHING

ADHERE MEMBRANE UP WALL

AND FASTEN TOP WITH

ALUMINUM COMPRESSION BAR

1/2" O.C.

INSTALL WATER STOP SEALANT

BEHIND EPDM

REINFORCED PERIMETER

SECUREMENT STRIP WITH FASTENER

PLATES 12" O.C.

PIPE CONDUIT-SEE

PLUMBING PLANS FOR

LOCATION AND SIZE OF

PENETRATIONS

CONTINUOUS SEALANT AS

REQUIRED

FLASHING AND COUNTER

FLASHING W/ADHESIVES AS

REQUIRED

NOTE:

THESE DETAILS ILLUSTRATE INFORMATION REGARDING ROOFING

MEMBRANE INSTALLATION ONLY. REFER TO MANUFACTURER'S

DETAILS AND INSTALLATION REQUIREMENTS FOR SPECIFIC AND

COMPLETE INFORMATION TO INSURE WARRANTY COMPLIANCE.

MECH EQUIPMENT

PREFABRICATED OR

WOOD ROOF CURB

EPDM MEMBRANE

ROOFING SYSTEM

W/MECH

VERIFY

M

IN

MIN.

3"

MECH EQUIPMENT

MIN.

3"

2x6 STUD WALL

BLOCKING AS REQUIRED

EPDM MEMBRANE

PREFIN. MTL. CAP FLASHING

1/2" SHEATHING

EXIST. ROOF DECK

RIGID INSULATION

M

IN

POURABLE SEALER

CUT PVC PIPE

QUICKSEAM

PENETRATION POCKET

FASTENING STRIP

APPROPRIATE PRIMER

MEMBRANE ADHESIVE

EPDM MEMBRANE

ROOF INSULATION AND

COVER BOARD NON-SHRINKING GROUT

EXISTING SUBSTRATE

RF2 NO BASE INSULATION

SEE DETAIL 4/A4.0 FOR

FLASHING DETAIL

SEE DETAIL 4/A4.0 FOR

FLASHING DETAIL

EXIST. BIRD SCREEN

RF1a

EXIST. CAST CONC.

EXIST. BRICK

NEW PREFIN. MTL. ROOF EDGE

EXIST. BLOCKING - REPLACE

AS REQUIRED

NEW PREFIN. MTL.

ROOF EDGE

EXIST. BLOCKING -

REPLACE AS REQUIRED

PREFIN. METAL CAP WITH DRIP EDGE

EXIST BLOCKING - REPLACE AS REQUIRED

PROVIDE NEW 2x BLOCKING

3/4" PLYWD SHEATHING

EXPANSION JOINT MATERIAL

PREFIN. METAL CAP WITH DRIP EDGE

PROVIDE NEW 2x BLOCKING

RF1b

RF2

EXIST. BLOCKING - REPLACE

AS REQUIRED

EPDM MEMBRANE

PREFIN. MTL. CAP FLASHING

WITH DRIP EDGE

EXIST. ROOF DECK

RIGID INSULATION

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% CD SET 02/13/26

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Jason Woodhouse

44421 02/13/2026

DETAILS

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26-003

02/13/2026

KJB

JGW

1 1/2" = 1'-0"

TYP. PARAPET DETAIL AT WEST WALL

1" = 1'-0"

ROOF DETAIL AT GYM

1/2" = 1'-0"

SECTION @ AREA 4 EXIST. MECH CURB

1" = 1'-0"

EDGE DETAIL AT ROOF DRAIN - GYM

1" = 1'-0"

EDGE DETAIL AT GYM ROOF

1" = 1'-0"

ROOF EDGE GUTTER DETAIL AT GYM

1" = 1'-0"

ROOF EDGE DETAIL AT GYM

1 1/2" = 1'-0"

ROOF EDGE AT SOUTH WALL

1 1/2" = 1'-0"

PARAPET DETAIL AT NORTH WALL

1 1/2" = 1'-0"

WALL TO ROOF DETAIL

1 1/2" = 1'-0"

TYPICAL PIPE FLASHING

1 1/2" = 1'-0"

TYPICAL ROOF CURB DETAIL

1 1/2" = 1'-0"

TYPICAL ROOF CONDENSOR RAIL

3" = 1'-0"

MULTIPLE PIPE PENETRATION

1/2" = 1'-0"

SECTION AT EXHAUST HOUSING

1 1/2" = 1'-0"

EXPANSION JOINT DETAIL

1 1/2" = 1'-0"

ROOF CONTROL JOINT

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

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

100% CDs 02/13/26

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

J o h n M a rs h a ll

H S

R o o f

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

E P

R P

S J

M H

S R o o f R e p la c e m e n t.

rv t

/1

/2

:3

:0

P

M

M0.0

02/13/2026

MECHANICAL SYMBOLS AND

ABBREVIATIONS

R O

C H

E S

T E

R

M

IN

N E

S O

T A

R P

S J

O H

N M

A R

S H

A L

L H

S R

O O

F R

E P

L A

C E

M E

N T

1226034-000-00

02/13/2026

MJS

SCH

MECHANICAL SHEET LIST

SHEET

NUMBER SHEET NAME

M0.0 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD1.0a MECHANICAL DEMOLITION ROOF PLAN - AREA 4A

MD1.0b MECHANICAL DEMOLITION ROOF PLAN - AREA 4B

MD1.0c MECHANICAL DEMOLITION ROOF PLAN - AREA 4C

MD1.0d MECHANICAL DEMOLITION ROOF PLAN - AREA 4D

M1.0a MECHANICAL ROOF PLAN - AREA 4A

M1.0b MECHANICAL ROOF PLAN - AREA 4B

M1.0c MECHANICAL ROOF PLAN - AREA 4C

M1.0d MECHANICAL ROOF PLAN - AREA 4D

SHEET TOTAL: 9

KEY NOTES:

4"VTR

RD

5"RD

4"VTR

4"VTR

4"VTR

12" GOOSENECK

4"VTR

4"VTR

ORDRD

5" BOILER

BLOWDOWN

VENT

EF-1

4"VTR

30" FLUE

ORD4"RD

4"VTR

(CAPPED)EF-7

3"VTR

4"VTR

RD

EF-5

4"RDRD

4" GOOSENECK

CONDENSING

UNIT

REFRIGERATION

PIPING

EF-8

5 5 5

5 5

5 5

OVERFLOW SCUPPEROVERFLOW SCUPPEROVERFLOW SCUPPER

OVERFLOW SCUPPER

10" INTAKE

10" FLUE

6" FLUE

6" INTAKE

NO PARAPET

4"VTR

4"VTR

RELIEF VENT

1 REMOVE EXHAUST FAN. SAVE EXHAUST FAN FOR REINSTALLATION.

REMOVE GOOSENECK. SAVE GOOSENECK FOR REINSTALLATION.

RECOVER REFRIGERANT, SAVE FOR REINSTALLATION. DISCONNECT

REFRIGERATION PIPING FROM CONDENSING UNIT. REMOVE

CONDENSING UNIT. SAVE CONDENSING UNIT FOR REINSTALLATION.

DISCONNECT REFRIGERATION PIPING FOR INSTALLATION OF NEW

ROOFING. SAVE PIPING AND ROOF PIPE SUPPORTS FOR

REINSTALLATION.

REMOVE ROOF DRAIN STRAINER FOR INSTALLATION OF NEW ROOF

MEMBRANE. SAVE ROOF DRAIN STRAINER FOR REINSTALLATION.

REMOVE FLUES AND INTAKES. SAVE FLUES AND INTAKES FOR

REINSTALLATION.

REMOVE RELIEF VENT PIPE. SAVE PIPE FOR REINSTALLATION.

AREA A

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

100% CDs 02/13/26

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

J o h n M a rs h a ll

H S

R o o f

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

E P

R P

S J

M H

S R o o f R e p la c e m e n t.

rv t

/1

/2

:3

:0

P

M

MD1.0a

02/13/2026

MECHANICAL DEMOLITION

ROOF PLAN - AREA 4A

R O

C H

E S

T E

R

M

IN

N E

S O

T A

R P

S J

O H

N M

A R

S H

A L

L H

S R

O O

F R

E P

L A

C E

M E

N T

1226034-000-00

02/13/2026

MJS

SCH

1/8" = 1'-0"

MECHANICAL DEMOLITION ROOF PLAN - AREA 4A

5"RD

5"ORD

5"ORD

5"RD

RELIEF

HOOD

3"VTR

5"RD

4"VTREF-56

4"RD

4"VTR

(CAPPED)

4"VTR

EF-54

5"RD

4"GOOSENECK

4"VTR

EF-61

19x19

GOOSENECK

CONDENSING

UNIT

CONDENSING

UNIT

CONDENSING

UNIT

CONDENSING

UNIT

REFRIGERANT

PIPE CURB

EF-52

4"VTR

4"VTR

5"RD

EF-55

EF-64

RD

3"VTR

1 REMOVE EXHAUST FAN. SAVE EXHAUST FAN FOR REINSTALLATION.

REMOVE GOOSENECK. SAVE GOOSENECK FOR REINSTALLATION.

RECOVER REFRIGERANT, SAVE FOR REINSTALLATION. DISCONNECT

REFRIGERATION PIPING FROM CONDENSING UNIT. REMOVE

CONDENSING UNIT. SAVE CONDENSING UNIT FOR REINSTALLATION.

DISCONNECT REFRIGERATION PIPING FOR INSTALLATION OF NEW

ROOFING. SAVE PIPING AND METAL ROOF PIPE SUPPORTS FOR

REINSTALLATION.

REMOVE RELIEF HOOD. SAVE RELIEF HOOD FOR REINSTALLATION.

REMOVE ROOF DRAIN STRAINER FOR INSTALLATION OF NEW ROOF

MEMBRANE. SAVE ROOF DRAIN STRAINER FOR REINSTALLATION.

AREA B

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

N…

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