ADDENDUM 02 - VOLK FIELD ADD-RENO FIRE STATION.pdf

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ADD/ ALTER (ADAL) FIRE CRASH RESCUE STATION BLDG 510
Solicitation number
W50S9H-24-B-0001
Issued by

About this file

This document is an Addendum to the solicitation for the ADD/ALTER (ADAL) FIRE CRASH RESCUE STATION BLDG 510 project issued by the Wisconsin National Guard. The addendum provides updates to the drawings and specifications, including revising cabinet and countertop details and updating the room finish schedule. Key details include:

The project seeks to construct a new 3,430 SF facility addition and renovate approximately 15,970 SF of an existing facility. Work includes minor demolition, site work, new mechanical/electrical/plumbing/technology systems, and architectural finishes upgrades. The solicitation is for a single firm fixed-price construction contract with a 365-calendar day period of performance. The North American Industry Classification System (NAICS) code is 236220 with a $45 million small business size standard, and the magnitude of construction is between $5-10 million.

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Volk Field Add-Reno Fire Station Addendum 02 cover Page 1 of 2

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: July 3, 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 A-421:

1. Update sections 1, 3, 4, 5, and 6 for a 1-1/2” counter edge thickness.

B. Drawing A-422:

1. Update section 1 for a 1-1/2” counter edge thickness.

C. Drawing A-710:

1. Update Room Finish Schedule for Mechanical Room 137 to receive PT-1 on all walls.

II. SPECIFICATIONS

A. Specification 03 30 00 – Cast-In-Place Concrete

1. Revise the full following paragraph 1.6.1.1 Concrete Mix Design:

"Sixty days minimum prior to concrete placement, submit a mix design for each strength and type of concrete. Submit all documentation required in ACI 301 Section 4 and as specified in this section. Submit a complete list of materials including type; brand; source and amount of cement, supplementary cementitious materials, and admixtures; and applicable reference specifications. Submit mill test and all other test for cement, supplementary cementitious materials, aggregates, and admixtures. Provide documentation of maximum nominal aggregate size, gradation analysis, percentage retained and passing sieve, and a graph of percentage retained verses sieve size. Provide mix proportion data using at least three different water-cementitious material ratios for each type of mixture, which produce a range of strength encompassing those required for each type of concrete required. If source material changes, resubmit mix proportion data using revised source material. Provide only materials that have been proven by trial mix studies to meet the requirements of this specification, unless otherwise approved in writing by the

Contracting Officer. Indicate clearly in the submittal where each mix design is used when more than one mix design is submitted. Resubmit data on concrete components if the qualities or source of components changes. Required average strength can be documented by field experience if field strength test data are available and represent a single group of at

Addendum No. 2

Volk Field Add-Reno Fire Station Addendum 02 cover Page 2 of 2 least 10 consecutive strength tests for one mixture, using materials and conditions similar to those expected for work, and encompassing a period of not less than 45 days. The average of field strength tests shall equal or exceed fcr'. Changes in materials, conditions, and proportions within the test record shall not have been more closely restricted than those for the proposed work. Test records shall not be more than 24 months old. Obtain mix design approval from the contracting officer prior to concrete placement.

2. Add the following subparagraph after paragraph 2.3.1.1:

“2.3.1.2 Blended Cements

Blended cements must conform to ASTM C595/C595M Type IL.”

3. Renumber paragraphs 2.3.1.2 through 2.3.1.4 to be 2.3.1.3 through 2.3.1.5.

B. Specification 22 07 19.00 40 – Plumbing Piping Insulation

1. Add the following paragraphs after 3.2.2:

3.2.3 Stormwater and Overflow

All Pipe Sizes: Insulation shall be Mineral-Fiber, Preformed Pipe Insulation, Type I.

3.2.4 Roof Drain and Overflow Drain Bodies

Roof drain and overflow drain bodies shall be flexible elastomeric: 1 inch thick or mineral-fiber, preformed pipe insulation, Type I: 1 inch thick.

END OF ADDENDUM

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/2

/2

/2

2'-0"

1'-2"

BLOCK/NAILER

AS REQUIRED

BLOCK/NAILER

AS REQUIRED

PLASTIC LAMINATE ON

ALL EXPOSED SURFACES

SEE ELEVATIONS

MELAMINE CLAD INTERIOR

MELAMINE CLAD INTERIOR

DOORS - OVERLAY MOUNT

PLASTIC LAMINATE

SEE ELEVATIONS

2x CONT. WOOD

BLOCKING

RUBBER BASE, SEE

ELEVATIONS

SEALANT

2'-1"

DOOR HARDWARE. SEE SPECIFICATIONS.

AT SOLID SUFACE

COUNTERTOPS, PROVIDE

INTEGRAL BACKSPLASH.

AT PLASTIC LAMINATE

COUNTERTOPS, PROVIDE

SEALED JOINT AT

BACKSPLASH.

SIDESPLASH AT WALL

COUNTERTOP SEE ELEVATIONS FOR FINISH.

SOLID SURFACE COUNTERTOPS WILL HAVE

EASED EDGES. PLASTIC LAMINATE

COUNTERTOPS TO HAVE PVC EDGEBANDING.

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1'-3"

BLOCK/NAILER

AS REQUIRED

PLASTIC LAMINATE ON

ALL EXPOSED SURFACES

SEE ELEVATIONS

PLASTIC LAMINATE CLAD

INTERIOR TO MATCH

CABINET FACE

SEE ELEVATIONS

1'-2"

COORDINATE SIZE

REQUIREMENTS

WITH OWNER

/2

/2

/2

2'-0"

BLOCK/NAILER

AS REQUIRED

MELAMINE CLAD INTERIOR

WITH ADJUSTABLE SHELF

DOORS - OVERLAY MOUNT

PLASTIC LAMINATE.

SEE SPECIFICATIONS

2x CONT. WOOD BLOCKING

RUBBER BASE, OR STAINLESS

STEEL TOE KICK, SEE ELEVATIONS

SEALANT

2'-1"

DOOR HARDWARE

AT SOLID SUFACE

COUNTERTOPS, PROVIDE

INTEGRAL BACKSPLASH.

AT PLASTIC LAMINATE

COUNTERTOPS, PROVIDE

SEALED JOINT AT

BACKSPLASH.

SIDESPLASH AT WALL

COUNTERTOP SEE ELEVATIONS FOR FINISH.

SOLID SURFACE COUNTERTOPS WILL HAVE

EASED EDGES. PLASTIC LAMINATE

COUNTERTOPS TO HAVE PVC EDGEBANDING.

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/2

/2

/2

2'-0"

1'-2"

BLOCK/NAILER

AS REQUIRED

BLOCK/NAILER

AS REQUIRED

PLASTIC LAMINATE ON

ALL EXPOSED SURFACES

SEE ELEVATIONS

MELAMINE CLAD

INTERIOR WITH

ADJUSTABLE SHELVES,

SUPPLY (2) SHELVES MIN

MELAMINE CLAD INTERIOR

WITH ADJUSTABLE SHELF

DOORS - OVERLAY MOUNT

PLASTIC LAMINATE.

SEE SPECIFICATIONS

2x CONT. WOOD BLOCKING

RUBBER BASE, OR STAINLESS

STEEL TOE KICK, SEE ELEVATIONS

SEALANT

2'-1"

DOOR HARDWARE

AT SOLID SUFACE

COUNTERTOPS, PROVIDE

INTEGRAL BACKSPLASH.

AT PLASTIC LAMINATE

COUNTERTOPS, PROVIDE

SEALED JOINT AT

BACKSPLASH.

SIDESPLASH AT WALL

COUNTERTOP SEE ELEVATIONS FOR FINISH.

SOLID SURFACE COUNTERTOPS WILL HAVE

EASED EDGES. PLASTIC LAMINATE

COUNTERTOPS TO HAVE PVC EDGEBANDING.

5/8" GWB BOTH SIDES ON 4"

METAL STUDS AT 16" O.C.

/2

/2

/2

BLOCK/NAILER

AS REQUIRED

MELAMINE CLAD INTERIOR

WITH ADJUSTABLE SHELF

DOORS - OVERLAY MOUNT

PLASTIC LAMINATE

SEE ELEVATIONS

2x CONT. WOOD BLOCKING

DOOR HARDWARE

WALL BASE, SEE FINISH

SCHEDULE

COUNTERTOP SUPPORT

BRACKET, PROVIDE

BLOCKING IN WALL

3'-1 1/4"

1'-0" 2'-1 1/4"

RUBBER BASE, OR STAINLESS

STEEL TOE KICK, SEE ELEVATIONS

COUNTERTOP SEE ELEVATIONS FOR FINISH.

SOLID SURFACE COUNTERTOPS WILL HAVE

EASED EDGES. PLASTIC LAMINATE

COUNTERTOPS TO HAVE PVC EDGEBANDING.

/2

/4

/4

PREFABRICATED LAVATORY

COUNTER SUPPORT AS SPECIFIED.

PROVIDE QUANTITY PER SUPPORT

MANUFACTURER'S REQUIREMENTS.

ANCHOR PRE MANUFACTURES

REQUIREMENTS - PROVIDE

BLOCKING IN WALLS

2'-0"

SEE FLOOR PLANS FOR

PARTITION TYPE

SSF-1 OVER 3/4" PLYWOOD WITH INTEGRAL

COVED BACKSPLASH AND UNDERMOUNT BOWL.

LOCATE SINK BOWLS AND FAUCETS TO COMPLY

WITH ADA REQUIREMENTS.

SSF-1 BACKSPLASH AT WALL

INSULATED DRAIN PIPE

MIRROR

U .N

.O

COUNTERTOP SEE ELEVATIONS FOR FINISH.

SOLID SURFACE COUNTERTOPS WILL HAVE

EASED EDGES. PLASTIC LAMINATE

COUNTERTOPS TO HAVE PVC EDGEBANDING.

SEALANT

2'-1"

/2

COUNTERTOP SUPPORT BRACKET.

SEE SPECIFICATIONS

TOP OF COUNTER

SEE ELEVATIONS

AT SOLID SUFACE COUNTERTOPS,

PROVIDE INTEGRAL BACKSPLASH. AT

PLASTIC LAMINATE COUNTERTOPS,

PROVIDE SEALED JOINT AT BACKSPLASH.

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/2

/2

/2

2'-0"

BLOCK/NAILER

AS REQUIRED

MELAMINE CLAD INTERIOR

WITH ADJUSTABLE SHELF

DOORS - OVERLAY MOUNT

PLASTIC LAMINATE.

SEE SPECIFICATIONS

2x CONT. WOOD BLOCKING

RUBBER BASE, OR STAINLESS

STEEL TOE KICK, SEE ELEVATIONS

SEALANT

2'-1"

DOOR HARDWARE

AT SOLID SUFACE

COUNTERTOPS, PROVIDE

INTEGRAL BACKSPLASH.

AT PLASTIC LAMINATE

COUNTERTOPS, PROVIDE

SEALED JOINT AT

BACKSPLASH.

SIDESPLASH AT WALL

COUNTERTOP SEE ELEVATIONS FOR FINISH.

SOLID SURFACE COUNTERTOPS WILL HAVE

EASED EDGES. PLASTIC LAMINATE

COUNTERTOPS TO HAVE PVC EDGEBANDING.

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/2

/2

/2

/2

/2

/2

2'-0"

BLOCK/NAILER

AS REQUIRED

SEALANT

2'-1"

2x CONT. WOOD BLOCKING

RUBBER BASE, OR STAINLESS

STEEL TOE KICK, SEE ELEVATIONS

DRAWER HARDWARE

DRAWER CONSTRUCTION:

FRONT TO BE PLASTIC LAMINATE

ON 3/4" PARTICLE BOARD WITH

1/2" MELAMINE SIDES AND 1/4"

MELAMINE BOTTOM

AT SOLID SUFACE

COUNTERTOPS, PROVIDE

INTEGRAL BACKSPLASH.

AT PLASTIC LAMINATE

COUNTERTOPS, PROVIDE

SEALED JOINT AT

BACKSPLASH.

SIDESPLASH AT WALL

COUNTERTOP SEE ELEVATIONS FOR FINISH.

SOLID SURFACE COUNTERTOPS WILL HAVE

EASED EDGES. PLASTIC LAMINATE

COUNTERTOPS TO HAVE PVC EDGEBANDING.

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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A-421

CASEWORK DETAILS

R3141400-191065.01

MAB

MTS

May 4, 2022

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1 1/2" = 1'-0"3

CABINETRY SECTION

1 1/2" = 1'-0"4

CABINETRY SECTION

1 1/2" = 1'-0"5

CABINETRY SECTION

1 1/2" = 1'-0"6

CABINETRY SECTION

1 1/2" = 1'-0"7

VANITY SECTION

1 1/2" = 1'-0"8

COUNTERTOP SECTION

1 1/2" = 1'-0"1

CABINETRY SECTION

1 1/2" = 1'-0"2

CABINETRY SECTION

05/04/22 B3 FINAL

2 07/03/24 ADDENDUM NO. 2

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/2

/2

/2

2'-0"

2'-0"

BLOCK/NAILER

AS REQUIRED

BLOCK/NAILER

AS REQUIRED

PLASTIC LAMINATE ON

ALL EXPOSED SURFACES

OF 3/4" PARTICLE BOARD

SEE ELEVATIONS

MELAMINE CLAD INTERIOR

WITH ADJUSTABLE SHELVES,

SUPPLY (2) SHELVES MIN

MELAMINE CLAD INTERIOR

WITH ADJUSTABLE SHELF

DOORS - OVERLAY MOUNT

PLASTIC LAMINATE.

SEE SPECIFICATIONS

2x CONT. WOOD BLOCKING

RUBBER BASE, OR STAINLESS

STEEL TOE KICK, SEE ELEVATIONS

SEALANT

2'-1"

DOOR HARDWARE

BACKSPLASH AT WALL

COUNTERTOP SEE ELEVATIONS FOR FINISH.

SOLID SURFACE COUNTERTOPS WILL HAVE

EASED EDGES. PLASTIC LAMINATE

COUNTERTOPS TO HAVE PVC EDGEBANDING.

AT SOLID SUFACE

COUNTERTOPS, PROVIDE

INTEGRAL BACKSPLASH.

AT PLASTIC LAMINATE

COUNTERTOPS, PROVIDE

SEALED JOINT AT

BACKSPLASH.

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2'-0"

BLOCK/NAILER

AS REQUIRED

BLOCK/NAILER

AS REQUIRED

MELAMINE CLAD INTERIOR

WITH ADJUSTABLE SHELF

DOORS - OVERLAY MOUNT

PLASTIC LAMINATE.

SEE SPECIFICATIONS

2x CONT. WOOD BLOCKING

RUBBER BASE, OR STAINLESS

STEEL TOE KICK, SEE ELEVATIONS

DOOR HARDWARE

REMOVABLE COAT ROD

MELAMINE CLAD INTERIOR

WITH ADJUSTABLE SHELF

BLOCK/NAILER

AS REQUIRED

BLOCK/NAILER

AS REQUIRED

GLASS DOORS WITH

DROP PIN LOCKS

1'-0"

BLOCK/NAILER

AS REQUIRED

SOLID WOOD SHELF WITH

INTEGRAL CABINET LIGHT

FIXED SOLID WOOD SHELF

FIXED SOLID WOOD SHELF

ADJUSTABLE GLASS SHELVES

NOTE:

WOOD VENEER AT ALL

EXPOSED SURFACES

8"

BLOCK/NAILER

AS REQUIRED

BLOCK/NAILER

AS REQUIRED

ADJUSTABLE GLASS SHELVES

GLASS DOORS WITH

DROP PIN LOCKS

1'-0"

BLOCK/NAILER

AS REQUIRED

SOLID WOOD SHELF WITH

INTEGRAL CABINET LIGHT

FIXED SOLID WOOD SHELF

NOTE:

WOOD VENEER AT ALL

EXPOSED SURFACES

8"

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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A-422

CASEWORK DETAILS

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 1/2" = 1'-0"1

CABINETRY SECTION

1 1/2" = 1'-0"2

CABINETRY SECTION

1 1/2" = 1'-0"3

CABINETRY SECTION (BID OPTION 4)

1 1/2" = 1'-0"4

CABINETRY SECTION (BID OPTION 4)

05/04/22 B3 FINAL

2 07/03/24 ADDENDUM NO. 2

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

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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

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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

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A-710

FINISH SCHEDULES

AND DETAILS

R3141400-191065.01

MAB

MTS

May 4, 2022

RDU

A N

G P ro je c t

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F

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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 PT-1 PT-1 PT-1 PT-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

2 07/03/24 ADDENDUM NO. 2

A-421 - CASEWORK DETAILS
A-422 - CASEWORK DETAILS
A-710 - FINISH SCHEDULES AND DETAILS

File details come from the government source that posted it. Updated .