ADDENDUM 01 - DRAWINGS - ADD ALTER FIRE STATION.pdf

Volk Field Add-Reno Fire Station Addendum 01 cover Page 1 of 1

Project name:

Add/Alter (ADAL) Fire Crash Rescue

Station, Bldg. 510 Client: Volk Field CRTC, WI ANG

Project location: Volk Field CRTC, Camp Douglas, WI Client representative: Maj Nick Crovetti

Project number: 3141400-191065.01 Date: June 14, 2024

TO ALL BIDDERS: You are requested to make all changes and/or additions contained in this Addendum to the Bidding Documents. Failure to acknowledge this Addendum in Proposal shall result in rejection of bid.

I. DRAWINGS (All drawing updates are attached as full sheets.)

A. Drawing S-152:

1. Corrected existing column notations between grids A-X and 1.2-12.

B. Drawing AD101.:

1. Added Keyed Notes and callouts 4.017 thru 4.022 for lead-based paint, asbestos containing materials, and mold remediation.

C. Drawing A-101:

1. Update General Note 17.

D. Drawing A-102:

1. Update General Note 17.

E. Drawing A-701:

1. Add Room callout for Room 143 Women’s Vestibule.

F. Drawing A-710:

1. Updated floor tile in Room Finish Schedule for 114, 115, 117, 118, 121, 143.

II. SPECIFICATIONS

A. The following specification sections can be deleted in their entirety:

1. 07 27 19.01 – Self-Adhering Air Barriers

2. 07 27 36 – Spray Foam Air Barriers

3. 07 42 13 – Metal Wall Panels

4. 07 72 33.13 – Roof Hatch Rail System

B. Specification 07 27 26 – Fluid-Applied Membrane Air Barriers

1. Delete paragraph 1.8 Air Barrier Testing.

END OF ADDENDUM

Addendum No. 1

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SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON CIVIL SITE PLAN

= ELEVATION 100'-0" ON STRUCTURAL DRAWINGS.

FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE

ATTENTION OF THE CONTRACTING OFFICER FOR FINAL DECISION.

REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,

AND SYMBOLOGY.

REFER TO SHEET S-010 FOR ROOF LOADING PLAN AND SPECIAL JOIST

LOADING REQUIREMENTS.

REFER TO SHEET S-541 FOR TYPICAL DETAILS NOT REFERENCED ON

THIS SHEET.

REFER TO SHEET S-601 FOR STRUCTURAL SCHEDULES

S = SHORING (SEE KEYED NOTE 3.612)

8. DESTRATIFICATION FANS, INFRARED HEATERS AND OTHER

MECHANICAL EQUIPMENT SHOWN IN APPROXIMATE LOCATIONS.

COORDINATE WITH MECHANICAL DRAWINGS. PROVIDE ALL

ASSOCIATED MOUNTING STEEL REQUIRED FOR SUSPENSION FROM

STRUCTURE ABOVE PER MANUFACTURER. EQUIPMENT AND

WEIGHTS NOT LABELED AND PRESUMED UNDER 150 LBS.

ROOF FRAMING

PLAN GENERAL NOTES:

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

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KEYED NOTES

3.601 MECHANICAL EQUIPMENT SUPPORTED FROM STRUCTURE ABOVE.

PROVIDE CHANNEL FRAME SIMILAR TO DETAIL 6/S-541. PROVIDE

ALL ASSOCIATED STEEL AS REQUIRED BY MANUFACTURER. AT

JOISTS, IF LOAD IS NOT LOCATED AT PANEL POINT, PROVIDE ANGLE

STRUTS PER DETAIL 8/S-541. NOT ALL MECHANICAL SHOWN ON

STRUCTURAL PLANS, CONTRACTOR MUST COORDINATE QUANTITY

OF SUPPORTED UTILITIES THROUGHOUT THE BUILDING.

3.603 ROOF DIAPHRAGM SHALL CONFORM TO THE FOLLOWING:

- DECK - 1 1/2", 20 GAUGE, WIDE RIB ROOF DECK.

- SUPPORT FASTENING - PAFS AT 36/4 PATTERN.

- PERIMETER FASTENING - PAFS AT 12"O.C.

- SIDELAP FASTENING - (3) #10 SCREWS PER SPAN.

3.604 ROOF PENETRATION FOR MECHANICAL, PLUMBING AND/OR

ARCHITECTURAL. PROVIDE FRAMED OPENING PER DETAIL 6/S-541.

NOT ALL PENETRATIONS NECESSARILY SHOWN. CONTRACTOR TO

COORDINATE WORK QUALITY AND EXACT LOCATIONS THROUGHOUT

DRAWINGS.

3.605 FOR TYPICAL BEAM TO GIRDER CONNECTION, SEE DETAIL 1/S-541,

UNLESS NOTED OTHERWISE.

3.606 FOR TYPICAL MOMENT CONNECTION (UNLESS NOTED OTHERWISE),

REFER TO DETAIL 15/S-541.

05/04/22 B3 FINAL

1 06/14/24 ADDENDUM NO. 1

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4.017

4.018

4.022

DEMOLITION PLAN GENERAL NOTES:

1. THE GENERAL CONTRACTOR SHALL VERIFY BUILDING AND SITE CONDITIONS

AND REPORT DISCREPANCIES TO THE CONTRACTING OFFICER'S

REPRESENTATIVE BEFORE PROCEEDING WITH SCHEDULED DEMOLITION

WORK.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL,

STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, TECHNOLOGY, AND

PLUMBING WORK AND SUBCONTRACTORS FOR DEMOLITION AND REPAIR

WORK.

3. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE THE REMOVAL OF ITEMS

WHICH INTERFERE WITH THE FINAL CONSTRUCTION AS SHOWN ON THE

FLOOR PLANS, ELEVATIONS, DETAILS, AND SCHEDULES. FLOOR FINISHES,

BASE, ABANDONED FURNITURE, WINDOW TREATMENTS, SHELVING, SIGNAGE,

AND ROOFING MATERIALS SHALL BE DEMOLISHED IN THEIR ENTIRETY.

4. REMOVE ITEMS OF DEMOLITION WORK FROM THE PROJECT DAILY AND

DISPOSE OF PROPERLY.

5. EXISTING CONCRETE AND STEEL STRUCTURE TO REMAIN, TYP. PROTECT

COLUMNS, PILASTERS, BEAMS, AND SLABS.

6. WHERE EXISTING MECHANICAL, ELECTRICAL,TECHNOLOGY, AND PLUMBING

ITEMS AND/OR SYSTEMS CONFLICTS WITH NEW WORK, DEMOLITION OR

REROUTING OF EXISTING INFRASTRUCTURE SHALL BE REQUIRED. REFER TO

MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY PLANS FOR ITEMS

TO BE REUSED. UNLESS NOTED OTHERWISE, ITEMS TO BE DEMOLISHED

SHALL BE REMOVED IN THEIR ENTIRETY, BACK TO THE ORIGINAL SOURCE.

SURROUNDING MATERIALS WHICH ARE DISTURBED OR DEMOLISHED THAT

ARE SCHEDULED TO REMAIN SHALL BE PATCHED WITH LIKE SURROUNDING

MATERIALS, TYPICAL.

7. DEMOLISH CONCRETE FLOOR SLABS AS REQUIRED TO INSTALL NEW

EQUIPMENT, UNDERGROUND CONDUIT, PLUMBING SYSTEMS, AND FLOOR

DRAINS, REF: STRUCTURAL, EQUIPMENT, ELECTRICAL, PLUMBING

DEMOLITION, AND PLUMBING DRAWINGS.

8. PROTECT EXISTING SURFACES TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

9. REPAIR OR REPLACE EXISTING CONSTRUCTION (WINDOWS, WALLS, DOORS,

CEILINGS, FLOORS, ETC.) TO REMAIN WHICH ARE DAMAGED DURING

CONSTRUCTION. REPLACEMENT MATERIAL SHALL MATCH IN KIND.

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4.0214.0214.0214.021 4.0214.0214.0214.021

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

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AD101

FIRST FLOOR

DEMOLITION PLAN

R3141400-191065.01

MAB

MTS

May 4, 2022

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1/8" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN

KEYED NOTES

4.001 DEMOLISH EXISTING WINDOW SYSTEM.

4.002 DEMOLISH EXISTING WINDOW SYSTEM AND PREPARE OPENING

FOR REPLACEMENT.

4.003 EXISTING PLUMBING FIXTURE TO BE DEMOLISHED. SEE PLUMBING.

4.004 EXTENTS OF SLAB DEMOLITION. SEE STRUCTURAL.

4.005 MECHANICAL EQUIPMENT TO BE DEMOLISHED. SEE MECHANICAL.

4.006 ELECTRICAL EQUIPMENT TO BE DEMOLISHED. SEE ELECTRICAL.

4.007 DEMOLISH EXISTING WALL. SEE STRUCTURAL AND CIVIL.

4.008 EXISTING EQUIPMENT PAD TO BE DEMOLISHED.

4.009 EXISTING COLUMN TO REMAIN. SEE STRUCTURAL.

4.010 SALVAGE EXISTING APPLIANCE FOR OWNER'S USE.

4.011 SALVAGE EXISTING LOCKERS FOR OWNER'S USE.

4.012 DEMOLISH EXISTING WALL (EIFS, METAL FRAMING, METAL LINER

PANEL) TO BELOW THE CONNECTIONS AT THE GIRDER TRUSS

APPROXIMATE ELEVATION = 116'-3". SEE DEMOLITION ELEVATION

ON THIS SHEET. SEE STRUCTURAL DRAWINGS FOR DEMOLITION

OF EXISTING ABOVE GRADE CONCRETE WALL.

4.013 DEMOLISH EXISTING OVERHEAD DOOR, HARDWARE, HEADER AND

JAMB FRAMING, TYPICAL.

4.014 DEMOLISH PORTION OF EXTERIOR WALL TO FULL HEIGHT,

4.015 DEMOLISH ONE SIDE OF WALLBOARD AND ANY EXISTING

INSULATION. FRAMING AND OUTSIDE WALLBOARD TO REMAIN.

4.016 DEMOLISH EIFS AND INSULATED METAL PANEL FULL HEIGHT.

METAL FRAMING TO REMAIN.

4.017 LEAD HAS BEEN IDENTIFIED IN APPROXIMATELY 100 SF OF

CERAMIC WALL TILE IN THE EXISTING RESTROOM. SEE

SPECIFICATION SECTION 00 31 26 EXISTING HAZARDOUS

MATERIAL INVESTIGATION FOR MORE INFORMATION. REMEDIATE

AS INDICATED IN SPECIFICATION SECTION 02 83 00 LEAD

REMEDIATION.

4.018 ASBESTOS CONTAINING MATERIAL HAS BEEN IDENTIFIED UNDER

THE SINK IN THE EXISTING KITCHEN. SEE SPECIFICATION SECTION

00 31 26 EXISTING HAZARDOUS MATERIAL INVESTIGATION FOR

MORE INFORMATION. REMEDIATE AS INDICATED IN

SPECIFICATION SECTION 02 82 00 ASBESTOS REMEDIATION.

4.019 ASBESTOS CONTAINING MATERIAL HAS BEEN IDENTIFIED IN THE

CANVAS WRAP OVER FIBERGLASS ON THE DUCT IN THE EXISTING

MECHANICAL ROOM. SEE SPECIFICATION SECTION 00 31 26

EXISTING HAZARDOUS MATERIAL INVESTIGATION FOR MORE

INFORMATION. REMEDIATE AS INDICATED IN SPECIFICATION

SECTION 02 82 00 ASBESTOS REMEDIATION.

4.020 ASBESTOS CONTAINING MATERIAL HAS BEEN IDENTIFIED IN THE

GRAY CAULK AROUND THE EAST DOOR FRAME OF PPE STORAGE

ROOM 140 (OLD ROOM 120). SEE SPECIFICATION SECTION 00 31 26

EXISTING HAZARDOUS MATERIAL INVESTIGATION FOR MORE

INFORMATION. REMEDIATE AS INDICATED IN SPECIFICATION

SECTION 02 82 00 ASBESTOS REMEDIATION

4.021 LEAD-BASED PAINT HAS BEEN IDENTIFIED IN THE PAINT ON THE

EXTERIOR OVERHEAD DOOR JAMB FRAMES. SEE SPECIFICATION

SECTION 00 31 26 EXISTING HAZARDOUS MATERIAL

INVESTIGATION FOR MORE INFORMATION. REMEDIATE AS

INDICATED IN SPECIFICATION SECTION 02 83 00 LEAD

REMEDATION.

4.022 MOLD HAS BEEN IDENTIFIED WITHIN THE SHADED AREA INDICATED

ON THE DRAWING. REMEDIATE IN ACCORDANCE WITH STATE OF

WISCONSIN DEPARTMENT OF HEALTH SERVICES AND THE U.S.

ENVIRONMENTAL PROTECTION AGENCY REGULATIONS AND BEST

PRACTICES

1/8" = 1'-0"2

APPARATUS BAY DEMOLITION ELEVATION

05/04/22 B3 FINAL

1 06/12/24 ADDENDUM NO. 1

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FLOOR PLAN GENERAL NOTES:

1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON SITE PLAN = 100'-0" ON

ARCHITECTURAL DRAWINGS.

2. FIELD VERIFY DIMENSIONS, BRING DISCREPANCIES TO THE ATTENTION OF THE

ARCHITECT/ENGINEER FOR FINAL DECISION.

3. INTERIOR DIMENSIONS ARE FROM FINISH FACE OF WALLS (I.E. GYPSUM

WALLBOARD OR CMU), UNLESS NOTED OTHERWISE.

4. FINISH FLOOR ELEVATIONS ARE TO THE TOP OF CONCRETE, UNLESS NOTED

OTHERWISE.

5. REFERENCE SHEET G-011 AND G-021 FOR CODE, FIRE RATING, AND

SEPARATION REQUIREMENTS.

6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONSTRUCTION

(WALLS, DOORS, CEILINGS, FLOORS, ETC.) AS REQUIRED FROM DEMOLITION

OR CONSTRUCTION TO ALLOW FOR THE PREP WORK AND NEW OR

COMPLETION OF EXISTING FINISHES. REPAIRS OR REPLACEMENTS MUST BE

DURABLE, SEAMLESS, AND MATCH THE EXISTING MATERIAL.

7. GENERAL CONTRACTOR SHALL PATCH FLOOR AND WALL PENETRATIONS

CAUSED BY DEMOLITION OF MECHANICAL, ELECTRICAL, TECHNOLOGY, AND

PLUMBING, INCLUDING BUT NOT LIMITED TO PIPING AND CONDUIT RUNS, IN A

MANNER THAT IS CONSISTENT WITH THE EXISTING FLOOR AND WALL

CONSTRUCTION AND FINISH. PENETRATIONS SHALL MEET REQUIRED FIRE

RATINGS.

8. COORDINATE THE INSTALLATION OF OWNER-SUPPLIED EQUIPMENT.

REFERENCE PLANS, SPECS, AND INTERIOR ELEVATIONS FOR SPECIFIC

EQUIPMENT AND ITS INSTALLATION REQUIREMENTS.

9. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING, STIFFENERS, BRACINGS,

BACKING PLATES, SUPPORTING BRACKETS, AND NECESSARY SELECTIVE

DEMOLITION REQUIRED FOR THE PROPER INSTALLATION OF CASEWORK,

TOILET ROOM ACCESSORIES, TOILET PARTITIONS AND MISCELLANEOUS

EQUIPMENT.

10. EXISTING AND INFILL CONCRETE SUB-FLOOR SHALL BE MADE LEVEL, PLUMB

AND IN SOUND CONDITION AS REQUIRED FOR THE INSTALLATION OF FINAL

FLOOR FINISHES, TYPICAL. PROVIDE ARDEX OR EQUAL LEVELING CONCRETE

TO PROVIDE A SMOOTH WALKABLE AREA.

11. RECESSED CABINETS, PANELS, BOXES, ETC. LOCATED IN FIRE-RATED

PARTITIONS SHALL BE INSTALLED IN A MANNER WHICH MAINTAINS THE FIRE

RATED CONSTRUCTION.

12. SEE ENLARGED PLANS FOR NOTES, DIMENSIONS, AND WALL TYPES WITHIN

THE DETAIL CALLOUT BOUNDARIES.

13. REFERERNCE SHEET A-002 FOR INTERIOR PARTITION TYPES. INTERIOR

PARTITION TAGS NOTED ENCOMPASS THE ENTIRE LENGTH OF WALL SHOWN

TO CORNERS OF ROOM, OVER AND AROUND DOORWAYS SHOWN.

14. REFERENCE SHEET A-700'S FOR FINISHES PLAN.

15. REFERENCE SHEET A-800'S FOR SIGNAGE LAYOUTS AND COORDINATION

REQUIREMENTS.

16. REFERENCE SHEET A-900'S FOR FURNITURE AND EQUIPMENT LAYOUTS AND

COORDINATION REQUIREMENTS.

17. CONSTRUCTION STAGING AND LAYDOWN AREAS CAN BE PLACE ON THE

EXISTING ROADWAY TO BE DEMOLISHED TO THE SOUTH OF THE FIRE

STATION. THE FINAL ACCEPTABLE LOCATION AND ANY ADDITIONAL

LOCATIONS WHICH MAY BE NEEDED CAN BE COORDINATED WITH THE

CONTRACTING OFFICER AND CONTRACTING OFFICER’S REPRESENTATIVE.

18. WHERE COLUMNS ARE SHOWN WITHIN WALLS, WALLS TO BE CENTERED ON

COLUMN, U.N.0

A-301

A-301

A-301

A-302

2 4 7 9 113

E

D

C

B

A

AA

3.6 9.420

C1

D1

X

Y

Z

1.2

1.2

LOBBY

ADA

RESTROOM

TRAINING

CONTROL RM

CIRCULATION

ASST CHIEF

CHIEF

ASST CHIEF

ASST CHIEF

CLERICAL

OFFICE

MENS

SHOWERS

MENS

LOCKERS

KITCHEN

MENS SINK

MENS

VESTIBULE

DAY ROOM

STORAGE

CIRCULATION

DORM

COMM RM

MECHANICAL

ELECTRICAL

DORM

LAUNDRY/

JANITOR

DORM

DORM

WOMENS

LOCKER

WOMENS

RESTROOM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

APPARATUS

BAY - SOUTH

APPARATUS

BAY - NORTH

PPE

STORAGE

A-2013

A-201

A-201 4

A-201

A-402

A-401

A-401

A-401

A-402

A-301

MENS TOILET

A-40212

103A

A

A

A

A

A

A

A

A

A

S

129A

128A

127A

126A

112A

W1

W2

W3

W6W7

W8

W5

W4

A

B

W11

A-302

A-302

139F

G

H

C

D

139E

A-311

A-311

A-311

A-402 13

SA3SA3

SA3SA3

SA3SA3

SA3

FC3

SA3

SB3SB3

SB3

1H

SB3

1H

SB3

1H

SB3

SB3

1H

SB3

1H

SA3SA3

SA3

1H

SB3

SB3

1H

SB3

SB3

SA3

SA3

SB3

SB3

1H

CIRCULATION

RENOVATION

YAQF172012

ADDITION

YAQF049026

R E

N O

V A

T

IO

N Y

A Q

F

A D

D

IT

IO

N

Y A

Q F

RENOVATION

YAQF172012

ADDITION

YAQF049026

ADDITION

YAQF049026

RENOVATION

YAQF172012

UTILITY YARD

WOMENS

VESTIBULE

W9 W10

A-402 14

A

A

A

A

A

A

A

SB3

SB3SB3SB3SB3

SB3

SB3

1H SB3

1H A-402 15

A

A-402

D.3

2.51.5 10.5 11.5

A.2

B.8

11.1 11.2

E.5

11.8

4.105

4.104

4.1054.105 4.105

4.104

4.104 4.104

4.104

4.105

4.106

4.108 4.107

4.107

/8

/8

/8

/8

/2

/2

/4

/4

/4

/4

54'-4" 46'-6 1/4" 1'-2 5/8" 16'-4 3/4"

1'-3 1/8"

8'-0" 13'-3 3/4" 1'-2 5/8"

41'-4 7/8"

4'-11 1/2" 8'-6 5/8" 8'-8 1/2" 8'-10 3/8" 8'-9"

/2

13'-10 1/2" 8'-7 1/2" 8'-2 7/8" 16'-7 3/8" 3'-2" 19'-1" 3'-3" 10'-6" 10'-6" 6'-0" 13'-0 3/4"

3'-6 1/8" 8'-8 3/4"

C L E

A R

/8

/4 " C

L E

A R

/2

4.110

4"

4.110

CLEAR

4'-8"

/8

C.1 10'-6" 10'-6" 11'-1 3/8"

5 3/8"

15'-5 3/8"

2'-11 1/4"

2'-5"

7'-10" 7'-0"

A-501

ALIGN

8'-8 5/8"

/8

/8

B

A

4.111

4.111

4.111

4.111

4.114

4.1144.114

4.114

4.1144.114

4.102

A-503

A-503

A-402

9.5

SG3

SG3

SG3SG3

SG3

SG3SG3

SA3

4.101

A

2.11.8

A-603

4.104

4.102

A-502

A-502

OPP.

A-503

A-503

4.117

4.118

4.107

4.108

TYP

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

/1

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P A

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F

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H R

E S

C U

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T A

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IO

N B

A-101

FIRST FLOOR PLAN

R3141400-191065.01

MAB

MTS

May 4, 2022

RDU

A N

G P ro je c t

N o

Y

A Q

F

A

N D

Y A

Q F

1/8" = 1'-0"1

FIRST FLOOR PLAN

KEYED NOTES

4.101 ALIGN FINISH FACE OF PARTITION WITH FINISH FACE OF EXISTING PARTITION.

4.102 INFILL OPENING. MATCH EXISTING PARTITION CONSTRUCTION AND FINISH.

4.104 CONCRETE STOOP, SEE STRUCTURAL.

4.105 EQUIPMENT PAD, SEE STRUCTURAL DRAWINGS.

4.106 CONCRETE SLAB, SEE STRUCTURAL DRAWINGS.

4.107 MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS.

4.108 ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS.

4.110 3'-6" X 7'-0" OPENING.

4.111 CONCRETE FILLED PIPE BOLLARD, TYPICAL. SEE STRUCTURAL DRAWINGS.

4.114 ALIGN FINISH FACE OF NEW EXTERIOR WALL WITH EXISTING WALL FACE. 2"

EXTERIOR INSULATING AND FINISHING SYSTEM (EIFS) OVER EXTERIOR AIR

BARRIER ON 5/8" EXTERIOR SHEATHING ON 6" METAL STUDS WITH BATT

INSULATION WITH 5/8" INTERIOR GYPSUM WALL BOARD.

4.117 COUNTERTOP AND CABINETRY IN TRAINING ROOM 103 ARE BID OPTION 2 IN

THE ADDITION PROJECT YAQF049026.

4.118 BID OPTION 6: SCREEN WALL.

05/04/22 B3 FINAL

FLOOR PLAN GENERAL NOTES:

1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON SITE PLAN = 100'-0" ON

ARCHITECTURAL DRAWINGS.

2. FIELD VERIFY DIMENSIONS, BRING DISCREPANCIES TO THE ATTENTION OF THE

ARCHITECT/ENGINEER FOR FINAL DECISION.

3. INTERIOR DIMENSIONS ARE FROM FINISH FACE OF WALLS (I.E. GYPSUM

WALLBOARD OR CMU), UNLESS NOTED OTHERWISE.

4. FINISH FLOOR ELEVATIONS ARE TO THE TOP OF CONCRETE, UNLESS NOTED

OTHERWISE.

5. REFERENCE SHEET G-011 AND G-021 FOR CODE, FIRE RATING, AND

SEPARATION REQUIREMENTS.

6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONSTRUCTION

(WALLS, DOORS, CEILINGS, FLOORS, ETC.) AS REQUIRED FROM DEMOLITION

OR CONSTRUCTION TO ALLOW FOR THE PREP WORK AND NEW OR

COMPLETION OF EXISTING FINISHES. REPAIRS OR REPLACEMENTS MUST BE

DURABLE, SEAMLESS, AND MATCH THE EXISTING MATERIAL.

7. GENERAL CONTRACTOR SHALL PATCH FLOOR AND WALL PENETRATIONS

CAUSED BY DEMOLITION OF MECHANICAL, ELECTRICAL, TECHNOLOGY, AND

PLUMBING, INCLUDING BUT NOT LIMITED TO PIPING AND CONDUIT RUNS, IN A

MANNER THAT IS CONSISTENT WITH THE EXISTING FLOOR AND WALL

CONSTRUCTION AND FINISH. PENETRATIONS SHALL MEET REQUIRED FIRE

RATINGS.

8. COORDINATE THE INSTALLATION OF OWNER-SUPPLIED EQUIPMENT.

REFERENCE PLANS, SPECS, AND INTERIOR ELEVATIONS FOR SPECIFIC

EQUIPMENT AND ITS INSTALLATION REQUIREMENTS.

9. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING, STIFFENERS, BRACINGS,

BACKING PLATES, SUPPORTING BRACKETS, AND NECESSARY SELECTIVE

DEMOLITION REQUIRED FOR THE PROPER INSTALLATION OF CASEWORK,

TOILET ROOM ACCESSORIES, TOILET PARTITIONS AND MISCELLANEOUS

EQUIPMENT.

10. EXISTING AND INFILL CONCRETE SUB-FLOOR SHALL BE MADE LEVEL, PLUMB

AND IN SOUND CONDITION AS REQUIRED FOR THE INSTALLATION OF FINAL

FLOOR FINISHES, TYPICAL. PROVIDE ARDEX OR EQUAL LEVELING CONCRETE

TO PROVIDE A SMOOTH WALKABLE AREA.

11. RECESSED CABINETS, PANELS, BOXES, ETC. LOCATED IN FIRE-RATED

PARTITIONS SHALL BE INSTALLED IN A MANNER WHICH MAINTAINS THE FIRE

RATED CONSTRUCTION.

12. SEE ENLARGED PLANS FOR NOTES, DIMENSIONS, AND WALL TYPES WITHIN

THE DETAIL CALLOUT BOUNDARIES.

13. REFERERNCE SHEET A-002 FOR INTERIOR PARTITION TYPES. INTERIOR

PARTITION TAGS NOTED ENCOMPASS THE ENTIRE LENGTH OF WALL SHOWN

TO CORNERS OF ROOM, OVER AND AROUND DOORWAYS SHOWN.

14. REFERENCE SHEET A-700'S FOR FINISHES PLAN.

15. REFERENCE SHEET A-800'S FOR SIGNAGE LAYOUTS AND COORDINATION

REQUIREMENTS.

16. REFERENCE SHEET A-900'S FOR FURNITURE AND EQUIPMENT LAYOUTS AND

COORDINATION REQUIREMENTS.

17. CONSTRUCTION STAGING AND LAYDOWN AREAS CAN BE PLACE ON THE

EXISTING ROADWAY TO BE DEMOLISHED TO THE SOUTH OF THE FIRE

STATION. THE FINAL ACCEPTABLE LOCATION AND ANY ADDITIONAL

LOCATIONS WHICH MAY BE NEEDED CAN BE COORDINATED WITH THE

CONTRACTING OFFICER AND CONTRACTING OFFICER’S REPRESENTATIVE.

18. WHERE COLUMNS ARE SHOWN WITHIN WALLS, WALLS TO BE CENTERED ON

COLUMN, U.N.0

A-301

2 4 7 9 11

3 5 6 8 10

C

B

A

AA

3.6 9.4

2060100

X

Y

Z

121.2

A-2013

A-201 4

A-201

A-301

A-302

A-302

A-311

J

APPARATUS

BAY - SOUTH

EQUIPMENT

PLATFORM

APPARATUS

BAY - NORTH

OPEN TO BELOW

OPEN TO BELOW

W12

RENOVATION

YAQF172012

ADDITION

YAQF049026

RENOVATION

YAQF172012

ADDITION

YAQF049026

ADDITION

YAQF049026

RENOVATION

YAQF172012

2.51.5 10.5 11.5

A.2

B.8

11.1 13

C.1

AD1012

7'-0"

A-502

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

/1

/2

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T A

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C U

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T A

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N B

A-102

EQUIPMENT

PLATFORM FLOOR

PLAN

R3141400-191065.01

MAB

MTS

May 4, 2022

RDU

A N

G P ro je c t

N o

Y

A Q

F

A

N D

Y A

Q F

1/8" = 1'-0"1

EQUIPMENT PLATFORM FLOOR PLAN

05/04/22 B3 FINAL

F

W

DW

W

D D

F R

Z

ROOM FINISH GENERAL NOTES:

1. REFER TO FINISH SCHEDULE, SHEET A-710 FOR MATERIAL SELECTION AND COLOR.

2. REFER TO ROOM FINISH SCHEDULE, SHEET A-710 FOR ALL ROOM FINISHES NOT NOTED

ON PLAN.

3. ALL FLOORING TRANSITIONS SHALL BE CENTERED UNDER DOOR IN CLOSED POSITION

U.N.O. REFER TO SHEET A-710 FOR TYPICAL TRANSITION DETAILS.

4. ALL INTERIOR HM DOOR FRAME FINISHES TO BE PAINTED PT-4. UNO IN DOOR SCHEDULE.

5. ALL METAL LINEAR DIFFUSERS SHALL BE PAINTED TO MATCH SURROUNDING WALL

SURFACE, U.N.O.

6. ALL SHOP PRIMED ACCESS PANELS SHALL BE PAINTED TO MATCH ADJACENT SURFACE.

7. ALL CONCRETE FLOORS NOT TO RECEIVE ADDITIONAL FINISH SHALL BE SEALED, U.N.O.

8. ALL WALLS TO BE PAINTED PT-1, U.N.O.

LOBBY

CONTROL RM

TRAINING

ASST CHIEF

CHIEF

ASST CHIEF

ASST CHIEF

CLERICAL

OFFICE

KITCHEN

DAY ROOM

DORM

COMM RM

MECHANICAL

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

ELECTRICAL

ADA

RESTROOM

CIRCULATION

STORAGE

MENS

VESTIBULE

WOMENS

RESTROOM

WOMENS

LOCKER

MENS TOILET

MENS SINK

MENS

SHOWERS

MENS

LOCKERS

CIRCULATION

APPARATUS

BAY - SOUTH

APPARATUS

BAY - NORTH

PPE

STORAGE

LAUNDRY/

JANITOR

CIRCULATION

PLC

CPT-2

CPT-2 CPT-2

CPT-2

CPT-2CPT-2CPT-2

CPT-1

PLCCPT-1

CPT-1

CT-2

CT-2

SLC

CPT-1

CPT-1

CT-2

CT-2

CPT-3CPT-3CPT-3CPT-3CPT-3

CPT-3

CPT-3

CPT-3

CPT-3

CPT-3CPT-3CPT-3

CPT-1

SLC

SLC

CPT-3

SLC

CT-2

RENOVATION

YAQF172012

ADDITION

YAQF049026

R E

N O

V A

T

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F

A D

D

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N

Y A

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RENOVATION

YAQF172012

ADDITION

YAQF049026

ADDITION

YAQF049026

RENOVATION

YAQF172012

A-710

A-710

A-710

A-710

CPT-1

PLC CPT-1

PLC

WOMENS

VESTIBULE1

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

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H R

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C U

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T A

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N

B

A-701

FIRST FLOOR FINISH

PLAN

R3141400-191065.01

MAB

MTS

May 4, 2022

RDU

A N

G P ro je c t

N o

Y

A Q

F

A

N D

Y A

Q F

1/8" = 1'-0"1

FIRST FLOOR FINISH PLAN

05/04/22 B3 FINAL

ACP = ACOUSTICAL CEILING PANEL

ACPN = ACOUSTICAL CEILING PANEL - NONPOROUS

B = BRICK

BJ = BAR JOIST

CONC = CONCRETE

CGW = CHANNEL GLASS WALL

CMU = CONCRETE MASONRY UNIT

CP = CEMENT BASED PAINT

CPL = CHECKERED PLATE (STAINLESS STEEL)

CPT = CARPET

CT = CERAMIC TILE

CTB = CERAMIC TILE BASE (COVE)

DT = DOUBLE TEE

EM = ENTRY MAT

ETR = EXISTING TO REMAIN

EXPSD = EXPOSED

EF = EPOXY FLOORING

EP = EPOXY PAINT

FB = FLOOR BRICK

FG = FIBERGLASS COATING

FRPLY = FIRE RETARDANT PLYWOOD

GR = GROUT

GWB = GYPSUM WALL BOARD

GWBA = GYPSUM WALL BOARD - ABUSE RESISTANT

GW = GLASS WALL

MB = MARKER BOARD

MD = METAL DECK

MP = METAL PANEL

PLAM = PLASTIC LAMINATE

MS = METAL STUD

PCP = PRECAST CONCRETE PLANK

PCT = PRECAST CONCRETE PLANK W/2" TOPPING

PLC = POLISHED CONCRETE

PMTL = PERFORATED METAL

PS = PROJECTOR SCREEN

PT = LATEX PAINT

QT = QUARRY TILE

RB = RUBBER BASE

RF = RESINOUR FLOORING

RFT = RUBBER FLOOR TILE

S = SEALER

SLC = SEALED CONCRETE

SSM = SOLID SURFACE MATERIAL

T = TERAZZO

TB = TACKBOARD

VB = VINYL BASE

VCT = VINYL TILE

VWC = VINYL WALLCOVERING

WD = WOOD BASE

ROOM FINISH ABBREVIATIONS:

CT-3 SHOWER TILE, REFER TO

ARCHITECTURAL FINISH

PLANS

FLOOR TILE, REFER TO

ARCHITECTURAL FINISH

PLANS

SHOWER TILE, REFER TO

ARCHITECTURAL FINISH

PLANSCONCRETE SLAB

CONCRETE SLAB

SQUARE

INLET

DRAIN

SQUARE

INLET

DRAIN

1/4" 12" 1/4"

12" 1/4"

12" 1/4"

12"

POURED CONCRETEPOURED CONCRETE - SLOPE

TO DRAIN

POURED CONCRETE - SLOPE

TO DRAIN

POURED CONCRETE - SLOPE

TO DRAIN

WATERPROOF MEMBRANE AND

VAPOR RETARDER EXTEND TO

SHOWER DRAIN CLAMPING RING

AS SPECIFIED

WATERPROOF MEMBRANE AND

VAPOR RETARDER EXTEND TO

SHOWER DRAIN CLAMPING RING

AS SPECIFIED WATERPROOF MEMBRANE

AND VAPOR RETARDER AS

SPECIFIED

WALL TILE, REFER TO SHEET A-401

6 1/2"

SLOPE BACK TO

LOCKER ROOM

FLOOR TILE

ELEVATION

SCHLUTER DILEX-AHK COVE TRIM

PAINTED WALL, REFER TO

ARCHITECTURAL FINISH PLANS

PARTITION, AS SCHEDULED

SCHLUTER RONDEC

WALL TILE, REFER TO

ARCHITECTURAL FINISH PLANS

A N

D S

C H

E D

U L E

F O

R H

E

IG

H T

R E

F E

R T

O F

IN

IS

H E

S P

L A

N

WALL TILE, REFER TO

ARCHITECTURAL FINISH

PLANS

COVE TILE BASE

PARTITION, AS SCHEDULED

ADHESIVE

CERAMIC FLOOR TILE,

REFER TO

ARCHITECTURAL FINISH

PLANS

ALUMINUM TRANSITION STRIP

WALL FINISH

PARTITION TYPES

PARTITION WIDTH

AS NOTED ON

PARTITION ,AS SCHEDULED

ALUMINUM CORNER (TYP. AT

ALL OUTSIDE CORNERS)

CORNER GUARD AS

SPECIFIED, WITH TOP AND

BOTTOM CAPS, INSTALL PER

MANUFACTURER'S

REQUIREMENTS

PROVIDE MINIMUM

CLEARANCE FROM INSTALLED

WALL BASE

C

L E

A R

M

IN

IM

U M

WALL BASE, REFER TO

FINISH PLANS AND ROOM

FINISH SCHEDULE

METAL TRANSITION (0" - 3/8")

FASTENED TO CONCRETE SLAB

SEALED OR POLISHED

CONCRETE FLOOR

CONCRETE SLAB

CARPET, REFER TO

ARCHITECTURAL FINISH PLANS

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

/1

/2

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B

A-710

FINISH SCHEDULES

AND DETAILS

R3141400-191065.01

MAB

MTS

May 4, 2022

RDU

A N

G P ro je c t

N o

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F

A

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ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME FLOOR BASE

WALLS CEILING

REMARKSNORTH EAST SOUTH WEST MTL HEIGHT

101 LOBBY PLC RB-1 PT-1 PT-1 PT-1 PT-1 GYP 10'-0"

102 ADA RESTROOM CT-2 CT-1 CT-1 CT-1 CT-1 CT-1 ACP-2 CT WAINSCOT TO 5', PT-1 ABOVE

103 TRAINING CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

104 CIRCULATION CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

105 CONTROL RM CPT-2 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

106 ASST CHIEF CPT-2 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

107 ASST CHIEF CPT-2 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

108 CLERICAL OFFICE CPT-2 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

109 ASST CHIEF CPT-2 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

110 CHIEF CPT-2 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

111 KITCHEN PLC RB-1 PT-1 PT-1 PT-1 PT-1 EXPSD -

112 DAY ROOM CPT-2 RB-1 PT-1 PT-1 PT-1 PT-1 EXPSD -

113 STORAGE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

114 MENS VESTIBULE CT-2 CT-1 PT-1 PT-1 PT-1 PT-1 ACP-2 8'-0"

115 MENS LOCKERS CT-2 CT-1 - SEE ELEV SEE ELEV CT-1 ACP-2 8'-0"

116 MENS SHOWERS CT-3 CT-1 CT-1 CT-1 - CT-1 GYP 7'-6"

117 MENS SINK CT-2 CT-1 CT-1 CT-1 CT-1 CT-1 ACP-2 8'-0" CT WAINSCOT TO 5', PT-1 ABOVE

118 MENS TOILET CT-2 CT-1 CT-1 CT-1 CT-1 CT-1 ACP-2 8'-0" CT WAINSCOT TO 5', PT-1 ABOVE

119 CIRCULATION CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

120 WOMENS RESTROOM CT-2 CT-1 CT-1 CT-1 CT-1 CT-1 ACP-2 8'-0" CT WAINSCOT TO 5', PT-1 ABOVE

121 WOMENS LOCKER CT-2/CT-3 CT-1 - CT-1 SEE ELEV CT-1 ACP-2 8'-0" CT-3 TILE IN SHOWER STALL

122 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ACP-1 8'-0"

123 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ACP-1 8'-0"

124 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ACP-1 8'-0"

125 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ACP-1 8'-0"

126 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ETR -

127 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ETR -

128 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ETR -

129 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ETR -

130 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ACP-1

131 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ACP-1 8'-0"

132 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ACP-1 8'-0"

133 LAUNDRY/ JANITOR SLC RB-1 PT-1 PT-1 PT-1 PT-1 ACP-2 8'-0"

134 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ACP-1 8'-0"

135 DORM CPT-3 RB-1 PT-2 PT-2 PT-2 PT-2 ACP-1/GYP 8'-0"

136 COMM RM SLC RB-1 FRPLY FRPLY FRPLY FRPLY EXPSD - FRPLY WAINSCOT 2'AFF TO10'AFF

137 MECHANICAL SLC RB-1 - - - - EXPSD -

138 ELECTRICAL SLC RB-1 FRPLY FRPLY FRPLY FRPLY- EXPSD - FRPLY WAINSCOT 1'AFF TO 9' AFF

139 APPARATUS BAY - SOUTH - - - - - - EXPSD -

140 PPE STORAGE - - - - - - EXPSD -

141 APPARATUS BAY - NORTH - - - - - - ETR -

142 CIRCULATION CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACP-1 8'-0"

143 WOMENS VESTIBULE CT-2 CT-1 PT-1 PT-1 PT-1 PT-1 ACP-2 8'-0"

ARCHITECTURAL FINISHES SCHEDULE

FINISH

NUMBER FINISH DESCRIPTION

PRODUCT DESCRIPTION

REMARKSMANUFACTURER MODEL NUMBER STYLE COLOR SIZE

ACP-1 ACOUSTIC CEILING PANEL ARMSTRONG CALLA 15/16 SQ TEG WHITE 24"X24" DRY AREAS

ACP-2 ACOUSTIC CEILING PANEL ARMSTRONG CALLA HEALTH 15/16 SQ TEG WHITE 24"X24" WET AREAS

BRK-1 BRICK MASONRY ENDICOTT MODULAR FACE BRICK SMOOTH RED BLEND 2-1/4"X3-5/8"X7-5/8" ENTRY WALL

BRK-2 BRICK MASONRY ENDICOTT MODULAR FACE BRICK SMOOTH GOLDEN BUFF 2-1/4"X3-5/8"X7-5/8" BENCH AND SILL

CPT-1 CARPET TILE INTERFACE VISUAL CODE HARD DRIVE/STATIC

LINES

105943 STEEL HD/105939

STEEL STATIC

25CMX1M INSTALLED ASHLAR, 50/50 RANDOM MIX, DAY ROOM

CPT-2 CARPET TILE INTERFACE VISUAL CODE STATIC LINES 105939 STEEL STATIC 25CMX1M INSTALLED ASHLAR, OFFICES

CPT-3 CARPET TILE INTERFACE VISUAL CODE STATIC LINES 105939 STEEL STATIC 25CMX1M INSTALLED ASHLAR, DORMS

CT-1 CERAMIC TILE MIRAGE HUB DESIGN CORE UG17 NAT FOAM 6"X24" WALLS, TILE X DESIGN

CT-2 CERAMIC TILE MIRAGE HUB DESIGN CORE UG25 NAT COMPACT 12"X24" FLOORS

CT-3 CERAMIC TILE MIRAGE HUB DESIGN CORE UG88 NAT COMPACT 12"X12" MOSAIC SHOWERS

PLAM-1 PLASTIC LAMINATE - TYPE 1 FORMICA 961-58 FOG

PLC POLISHED CONCRETE

PT-1 INTERIOR PAINT SHERWIN WILLIAMS SW 7014 SATIN EIDER WHITE GENERAL

PT-2 INTERIOR PAINT SHERWIN WILLIAMS SW 7059 SATIN UNUSUAL GRAY DORMS

PT-3 EXTERIOR PAINT EXTERIOR EIFS

PT-4 INTERIOR PAINT SHERWIN WILLIAMS SE 7069 IRON ORE HM DOORS AND FRAMES

RB-1 RUBBER WALL BASE ROPPE 193 STANDARD TOE 193 BLACK BROWN 4" GENERAL

SLC SEALED CONCRETE

SSF-1 SOLID SURFACE CAESAR STONE 4030 PEBBLE 2CM RESTROOMS

SSF-2 SOLID SURFACE CAESAR STONE 4004 RAW CONCRETE 2CM CONTROL ROOM, KITCHEN

3" = 1'-0"1

SHOWER TILE BASE

3" = 1'-0"2

TILE WAINSCOT

6" = 1'-0"3

TILE WALL BASE

3" = 1'-0"4

WALL TILE OUTSIDE CORNER

1/2" = 1'-0"6

CORNER GUARD ELEVATION

6" = 1'-0"5

TRANSITION - CPT/CONCRETE

05/04/22 B3 FINAL

1 06/12/24 ADDENDUM NO. 1