ADDENDUM 02 - VOLK FIELD ADD-RENO FIRE STATION.pdf
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- Solicitation number
- W50S9H-24-B-0001
- Issued by
-
Department of the Army National Guard
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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CASEWORK DETAILS
R3141400-191065.01
MAB
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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
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N o
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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
A N
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C H
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F O
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E
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F E
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IN
IS
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S P
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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
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
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FINISH SCHEDULES
AND DETAILS
R3141400-191065.01
MAB
MTS
May 4, 2022
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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 .