4-Drawings- John Marshall HS Roof Replacement Final CDs Drawings (1).pdf
PDF 11 MB Posted
- 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
100% CD SET 02/13/26
A u to d e s k
D o c s:
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J o h n
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PROJECT TITLE SHEET
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
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H S
R O
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P
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N T
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
CLIENT
100% CD SET 02/13/26
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Jason Woodhouse
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GENERAL INFORMATION
SHEET
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Author
Checker
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
100% CD SET 02/13/26
A u to d e s k
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J o h n
M a rs h a ll H
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DEMOLITION ROOF PLAN -
AREA 4A
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Checker
1/8" = 1'-0"
DEMOLITION ROOF PLAN - AREA 4A
4A
4B
4C
4D
3a
3b
N O
R T H
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
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
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Jason Woodhouse
44421 02/13/2026
DEMOLITION ROOF PLAN -
AREA 4B
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1/8" = 1'-0"
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.
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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
A u to d e s k
D o c s:
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P S
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A1.0c
Jason Woodhouse
44421 02/13/2026
DEMOLITION ROOF PLAN -
AREA 4C
R O
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T E
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IN
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O T
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02/13/2026
Author
Checker
1/8" = 1'-0"
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
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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P S
J o h n
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M
A1.0d
Jason Woodhouse
44421 02/13/2026
DEMOLITION ROOF PLAN -
AREA 4D
R O
C H
E S
T E
R , M
IN
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O T
A
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A R
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P
LA
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26-003
02/13/2026
Author
Checker
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"
S
LO
P E
D
IN
S U
L.
1/
4"
2"
S
LO
P E
D
IN
S U
L.
1/
4"
2"
A3.02
A4.0
A4.0
A4.0
A4.0
Sim
A4.0
SLOPED INSUL.
1/4" / 12"
SLOPED INSUL.
1/4" / 12"
SLOPED INSUL.
1/4" / 12"
SLOPED INSUL.
1/4" / 12"
S
LO
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D
IN
S U
L.
1/
4"
2"
S
LO
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D
IN
S U
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1/
4"
2"
S
LO
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D
IN
S U
L.
1/
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2"
S
LO
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D
IN
S U
L.
1/
4"
2"
A4.0
Sim
SLOPED INSUL.
1/8" / 12"
A4.0
Sim
A4.0
A4.0
SLOPED INSUL.
1/8" / 12"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
SLOPED INSUL.
1/4" / 12"
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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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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A u to d e s k
D o c s:
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P S
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M
A1.1a
Jason Woodhouse
44421 02/13/2026
ROOF PLAN - AREA 4A &
ROOF ASSEMBLIES
R O
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T E
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A
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A R
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A
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H S
R O
O F
R E
P
LA
C E
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26-003
02/13/2026
Author
Checker
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
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
4"
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"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
S
LO
P E
D
IN
S U
L.
1/
8"
2"
RF1b
RF1b
RF1b
RF2
RF2
NO BASE
INSULATION
S
LO
P E
D
IN
S U
L.
1/
4"
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
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/
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A1.1b
Jason Woodhouse
44421 02/13/2026
ROOF PLAN - AREA 4B
R O
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R O
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P
LA
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26-003
02/13/2026
Author
Checker
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
S
LO
P E
D
IN
S U
L.
1/
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
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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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( R rv t
/1
/2
:5
:3
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M
A1.1c
Jason Woodhouse
44421 02/13/2026
ROOF PLAN - AREA 4C
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
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H S
R O
O F
R E
P
LA
C E
M E
N T
26-003
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
LO
P E
D
IN
S U
L.
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:
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
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( R rv t
/1
/2
:5
:3
P
M
A1.1d
Jason Woodhouse
44421 02/13/2026
ROOF PLAN - AREA 4D
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
LL
H S
R O
O F
R E
P
LA
C E
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26-003
02/13/2026
Author
Checker
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
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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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( R rv t
/1
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:4
P
M
A2.0
Jason Woodhouse
44421 02/13/2026
PARTIAL EXISTING PHOTO
REFERENCE
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
LL
H S
R O
O F
R E
P
LA
C E
M E
N T
26-003
02/13/2026
Author
Checker
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:
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
P S
J o h n
M a rs h a ll H
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/1
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Jason Woodhouse
44421 02/13/2026
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
A u to d e s k
D o c s:
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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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M a rs h a ll H
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R e p la ce m e n t( R rv t
/1
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:5
:5
P
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A3.0
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
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( R rv t
/1
/2
:5
:5
P
M
A3.1
Jason Woodhouse
44421 02/13/2026
EXTERIOR ELEVATIONS
R O
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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
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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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( R rv t
/1
/2
:5
:5
P
M
A4.0
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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