472.22019.SMD Parnall CF VV - New Diesel Mechanic Program - 50% Design Development A Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- RFP - 171 - 230000000652
- Issued by
- Jackson County, Michigan
About this file
This document contains architectural design drawings and specifications for the new Diesel Mechanics Program at the Parnall Correctional Facility in Jackson, Michigan. The project is being managed by the Design and Construction Division of the Department of Technology, Management, and Budget for the State of Michigan. The drawings provide details on the demolition, construction, and layout of the new diesel mechanics training facility, including classrooms, labs, tool cribs, offices, and support spaces. The project will involve renovations and additions to an existing building on the Parnall Correctional Facility campus.
The related state and local contract opportunity is for a Construction Manager (CM) to oversee the construction of the new Diesel Mechanics Program facility. The contract opportunity is open to qualified firms to provide construction management services. The solicitation details were not provided in the documentation reviewed, but typical requirements for a CM contract of this nature would likely include project scheduling, cost estimating, subcontractor management, quality control, and coordination with the design team and facility operators.
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A-300
A-300
A-300
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2 2
33 3
14 3
15 15
7 7 7 7
14 3
7654321
B
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A-301
A
A-301
D
A-301
B
A-301
C
AD101
FIRST FLOOR
100' - 0"
FIRST FLOOR
100' - 0"
B C
MECH. MEZZANINE
108' - 4"
MECH. MEZZANINE
108' - 4"
A-311 B C
FIRST FLOOR
100' - 0"
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FIRST FLOOR
DEMOLITION PLAN
1/8" = 1'-0"
FIRST FLOOR DEMOLITION PLAN
KEYED NOTES - DEMOLITION
1 REMOVE EXISTING MASONRY WALL(S) SHOWN DASHED.
2 REMOVE EXISTING STUD WALL AND RELATED DOORS ETC. AS SHOWN.
3 REMOVE PORTION OF EXISTING WALL FOR NEW OPENING - COORDINATE DIMENSIONS
AND LOCATION WITH NEW WORK.
4 REMOVE EXISTING POLE BARN STRUCTURE IN ITS ENTIRETY.
5 REMOVE EXISTING BLOCK SHED AND RELATED SECURITY FENCING IN ITS ENTIRETY.
6 REMOVE EXISTING STEEL FRAMED CANOPY STRUCTURE IN ITS ENTIRETY.
7 REMOVE EXISTING CEILING IN ITS ENTIRETY INCLUDING ALL ADJACENT METAL STUD &
GYP. BD. BULKHEADS
8 REMOVE CASEWORK AND RELATED APPLIANCES / PLUMBING. CAP SANITARY BELOW
SLAB. REMOVE PLUMBING SUPPLY BACK TO AND INCLUDING MAIN IF NO LONGER
USED.
9 REMOVE EXISTING STEEL FENCING / CAGE / GATE INCLUDING ALL SHELVING &
SECUREMENTS TO ADJACENT STRUCTURE.
10 REMOVE EXISTING OVERHEAD SECTIONAL DOOR INCLUDING ALL RELATED HANGERS,
WEATHERSTRIPING AND OPERATORS. PREP. HEAD AND JAMBS AS REQUIRED FOR NEW
WORK.
11 REMOVE EXISTING STEEL SHIP LADDER ASSEMBLY AND ANY RELATED SECUREMENTS
TO WALLS & FLOORS THAT REMAIN.
12 REMOVE EXISTING SLAB (SHOWN AS DIAGONAL HATCH) AND UNDERGROUND SANITARY
PIPING RELATED TO PLUMBING FIXTURES TO BE DEMO'D AS SHOWN DASHED.
COORDINATE WITH NEW UNDERGROUND PLUMBING FOR ADDITIONAL CUTTING &
REMOVING THAT WILL BE REQUIRED.
13 REMOVE EXISTING ABANDON HYDRONIC PIPING TO BELOW GRADE. FILL EXISTING PIT
WITH ENGINEERED FILL. PLACE 4" CONCRETE SLAB DOWELED INTO EXISTING.
14 REMOVE EXISTING DOOR, FRAME AND ALL RELATED HARDWARE INCLUDING
ELECTRONIC DEVICES.
15 REMOVE EXISTING 3/4" PLYWOOD FROM FACE OF CMU. FILL ANY FASTENER HOLES
AND PREP FOR PAINT.
16 REMOVE PAINT FROM GLASS ON WINDOWS.
17 REMOVE EXISTING DEPRESSED CONCRETE TRUCK DOCK AND RELATED CONCRETE
PADS / RAMPS IN ITS ENTIRETY.
18 REMOVE ENTIRETY OF EXISTING METAL ROOF (APPROX. 12,100 S.F.) AND RELATED
INSULATION, FASCIA AND GUTTERS AND PREP FOR NEW INSTALLATION.
19 REMOVE EXISTING FLOOR COVERING AND ADHESIVES. PREP FOR NEW WORK.
20 REMOVE EXISTING STAINLESS STEEL KITCHEN EQUIPMENT STYLE SINK AND RETAIN FOR
REINSTALLATION. REFER TO PLUMBING DRAWINGS FOR NEW FAUCET ETC.
21 REMOVE EXISTING STEEL SHIP LADDER ASSEMBLY AND ANY RELATED SECUREMENTS
TO WALLS & FLOORS THAT REMAIN. SAVE LADDER ASSEMBLY FOR REINSTALLATION.
22 REMOVE EXISTING ALUMINUM FRAMED WINDOW.
23 REMOVE ENTIRETY OF EXISTING RUBBER ROOFING (APPROX. 400 S.F.) AND RELATED
PLYWOOD DECKING, 2x RAFTERS AND INSULATION FOR INSTALLATION OF NEW.
1/4" = 1'-0"AD101
2 DEMOLITION SECTION
PHASE 300 09/09/2022
1/4" = 1'-0"AD101
3 DEMOLITION SECTION
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6' - 8" 14' - 0" 6' - 0" 14' - 0" 6' - 0" 14' - 0" 6' - 8" 1' - 6"
1' - 4" 20' - 4" 67' - 4"
7' - 4" 6' - 4" 6' - 8" 6' - 8" 3' - 4" 36' - 8" 14' - 0" 6' - 8"
20' - 4" 67' - 4"
TOOL CRIB
HEAVY DIESEL
LAB
HEAVY DIESEL
CLASSROOM
CDL
CLASSROOM
MULTIPURPOSE
CORRIDOR
STAFF OFFICES
AUTO SHOP
MAIN ENTRY
102 TRUCK BAYS
COMPRESSOR
RM
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AUTO TOOL
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ELECTRICAL
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TECH CLOS.
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105A
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CORRIDOR
CORRIDOR
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FURN. CLOS.
110.1
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A
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1' - 4"
3' - 4" 3' - 4" 8' - 8" 5' - 4" 8' - 8" 3' - 4" 3' - 4"
1' - 4"
1K
1G
1G
1K
2G
1G1G
1G
2G
2G
104A 104B 104C
104E
104D
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115A
B
124C
124A
B
112B
112A
B
A
107A
107B
FURN. CLOS.
9' - 6"
1G
1K
1G
6' - 10"
1G
1G
1G1G
RELOCATED ALIGNMENT RACK
RELOCATED
CAR LIFT
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FURN. CLOS.
108.1
(10) ROLLING
TOOL CHESTS
SHADOW BOARDS
(2) TALL LOCKABLE TOOL
STORAGE CABINETS
STEEL TOP
INVENTORY
TABLE
TIRE CHANGING
STATION
RELOCATED
CAR LIFT
(8) ENGINE STANDS
(1) TALL LOCKABLE TOOL
STORAGE CABINETS
SPRING
COMPRESSOR
WELDING
STATION
ELECTRICAL
DIAGNOSTICS
STATIONS
COAT
HOOKS
(3) TALL LOCKABLE TOOL
STORAGE CABINETS
BRAKE
LATHE
BRAKE
DRUM
CART
DIFFERENTIAL
REBUILDING
(2) WORK BENCHES
(1) TALL
LOCKABLE TOOL
STORAGE
CABINET
(5) ROLLING
TOOL CHESTS
STEEL TOP
INVENTORY
TABLE
SHADOW
BOARDS
CDL SIMULATOR
48" HIGH, 3 5/8" STUD KNEE WALL.
12' - 0" 6" 19' - 8" 6"
6" STUD WALL FOR CONDUIT
RUNS FROM ABOVE. SECURE TO
STRUCTURE ABOVE CEILING.
PRINTER
CABINET
(1) TALL LOCKABLE
STORAGE CABINET
6' MARKER
BOARD
4' TACK
BOARD
12' MARKER
BOARD
12' MARKER
BOARD
12' MARKER
BOARD
(2) TALL LOCKABLE TOOL
STORAGE CABINETS
TRUCK LIFTS
(WHEEL TYPE)
TIRE CHANGING
MACHINE
WELDING
STATION
BRAKE
ROTOR
LIFT
OXY / ACET.
TORCHES
TIRE BALANCER
MACHINE
REFERIGERENT
RECOVERY /
CHARGING
STATION
PARTS
WASHER
LAPTOP
COMPUTER
CHARGING
STATION
TECH WORK /
DIAGNOSTICS
STATIONS
TECH WORK /
DIAGNOSTICS
STATIONS
1' - 4" 4' - 8"
1' - 4"
6' - 4"
1' - 4"
4' - 8"
1' - 4 3/8"
EXT. CORNERS OF DCMU TO
BE SQUARE - TYPICAL U.N.O.
INT. CORNERS OF CMU TO BE
BULLNOSE - TYPICAL U.N.O.
AT O.H. DOORS THE INTERIOR
CORNERS OF CMU TO BE
SQUARE FOR WEATHER SEAL
AND DOOR TRACK ASSEMBLY
SECUREMENT.
(1) TALL
LOCKABLE
STORAGE
CABINETS
1G 1K1G
TIRE
BALANCER
EMERGENCY
EYE WASH
HAND SINK
DIESEL
ENGINE
STAND
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consultant job no.
472/22019.SMD
472/MaintProj sheet description consult drawn checked issue
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FIRST FLOOR PLAN
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A-311
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67' - 4"
6' - 8" 14' - 0" 6' - 0" 14' - 0" 6' - 0" 14' - 0" 6' - 8"
6' - 8" 14' - 0" 6' - 0" 14' - 0" 6' - 0" 14' - 0" 6' - 8"
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MEZZANINE AND
CLERESTORY
PLANS
1/8" = 1'-0"
CLERESTORY PLAN
1/8" = 1'-0"
MEZZANINE FLOOR PLAN
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ROOF PLAN
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1 ROOF PLAN
TO
GYPSUM BOARD
LAY-IN ACOUSTICAL TILE GRID
OR LIGHTING - REFER TO ELECTRICAL LIGHTING PLAN
MECHANICAL - REFER TO MECHANICAL SHEET METAL PLAN
REFLECTED CEILING KEY
PLASTER CEILING
TECTUM CEILING
WOOD CEILING
"K-13" SPRAY APPLIED INSULATION
GENERAL NOTES - REFLECTED CEILINGS
1. WHERE CEILING TILE IS LESS THAN 3" AT PERIMETER OF ROOM PROVIDE A CUT 2x4
TILE IN LIEU OF FULL 2x2 TILE AND SMALL PIECE OF TILE OR DOUBLE GRID - MATCH
2x2 FOR STYLE AND COLOR.
2. AT AREAS OF EXPOSED CEILING PAINT ALL STRUCTURE, DUCTWORK, PIPING, CONDUIT,
HANGERS ETC., COORDINATE WITH MECHANICAL, ELECTRICAL AND PLUMBING
SPECIFICATIONS. REFER TO THE REFLECTED CEILING PLANS FOR PAINT COLORS.
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-1
.0
FIRST FLOOR
REFLECTED
CEILING PLAN
FIRST FLOOR REFLECTED CEILING PLAN
DCMU 1
COLOR: SADDLE (DARK BROWN)
MANUF: CONSUMERS CONCRETE
EXTERIOR ELEVATION KEY
CMU-EXIST: TO BE PAINTED - MATCH DCMU 1
CJ = CONTROL JOINT, COLOR:
EJ - BUILDING EXPANSION JOINT, COLOR:
DCMU 2
COLOR: SESAME (LIGHT BROWN)
MANUF: CONSUMERS CONCRETE
CMU-EXIST: TO BE PAINTED - MATCH DCMU 2
FIRST FLOOR
100' - 0"
B C
T.O. WALL
127' - 4"
A-311
B C
PAINT EX. CMU TO MATCH NEW DCMU 2.
PAINT EX. CMU TO MATCH
NEW DCMU 1.
INSULATED GLASS IN ANOD. ALUM.
STOREFRONT FRAMING SYSTEM.
PROVIDE NEW ROOF, ROOF INSULATION
AND FASCIAS ON EXISTING BUILDING.
PROVIDE NEW GUTTERS AND
DOWNSPOUTS ON EXISTING BUILDING.
FIRST FLOOR
100' - 0"
7 6 5 4 3 2 1
CLERESTORY WINDOW
121' - 0"
A-311
AD101
A-311
T.O. WALL
127' - 4"
A-311
7 6 5 4 3 2 1
AD101
A-311
A-311
FIRST FLOOR
100' - 0"
7654321
CLERESTORY WINDOW
121' - 0"
A-311
AD101
A-311
T.O. WALL
127' - 4"
A-311
7654321
AD101
A-311
A-311
INSULATED GLAZING IN THERMALLY
BROKEN STOREFRONT FRAMING SYSTEM.
METAL ROOF SYSTEM.
1/2
BUILDING IDENTIFICATION SIGN TO REMAIN.
NEW METAL ROOF, ROOF INSULATION,
GUTTERS AND DOWNSPOUTS.
FIRST FLOOR
100' - 0"
BC
T.O. WALL
127' - 4"
A-311
BC
DCMU 1
DCMU 2
PAINT EX. O.H. SECTIONAL
DOOR TO MATCH NEW DARK
BRONZE ANOD. ALUM. DOORS.
PAINT EX. CMU WALL TO MATCH
NEW DCMU 2.
PAINT EX. CMU WALL TO MATCH
NEW DCMU 1.
PAINT EX. CMU WALL TO MATCH
NEW DCMU 1.
CONC. FILLED PIPE BOLLARD.
PAINT OSHA YELLOW.
GUTTERS AND DOWNSPOUTS
TO TIE-INTO STORM SEWER.
PROVIDE NEW GUTTERS AND
DOWNSPOUTS ON EXISTING BUILDING.
PROVIDE NEW ROOF, ROOF INSULATION
AND FASCIAS ON EXISTING BUILDING.
TOOTH-IN CMU INFILL
AT REMOVED DOOR TO
MATCH ADJACENT.
PAINT EX. HOLLOW METAL DOOR AND
FRAME TO MATCH NEW DARK BRONZE
ANOD. DOORS AND FRAMES.
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B w w w
.m a tr ix c e in c .c o m
S H E E T N U M B E R file no.
funding code contractor order no.
consultant job no.
472/22019.SMD
472/MaintProj sheet description consult drawn checked issue
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A-301
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EXTERIOR
ELEVATIONS
1/8" = 1'-0"A-301
A EXTERIOR ELEVATION LOOKING EAST
1/8" = 1'-0"A-301
D EXTERIOR ELEVATION LOOKING SOUTH
1/8" = 1'-0"A-301
B EXTERIOR ELEVATION LOOKING NORTH
1/8" = 1'-0"A-301
C EXTERIOR ELEVATION LOOKING WEST
FIRST FLOOR
100' - 0"
CLERESTORY WINDOW
121' - 0"
MECH. MEZZANINE
108' - 4"
T.O. WALL
128' - 8"
A-311
TRUCK BAYS
A-321
FIRST FLOOR
100' - 0"
7654321
CLERESTORY WINDOW
121' - 0"
A-311
A-311
T.O. WALL
128' - 8"
A-311
JOIST BRG.
TOOL CRIB
TRUCK BAYS
HEAVY DIESEL
LAB
HEAVY DIESEL
CLASSROOM
125' - 4"
A-321
7654321
A-321
A-311
A-311
FIRST FLOOR
100' - 0"
BC
MECH. MEZZANINE
108' - 4"
A-311
HEAVY DIESEL
CLASSROOM
CORRIDOR
AUTO SHOP
BC
A-321
RELOCATED
CAR LIFT IN
FOREGROUND.
FIRST FLOOR
100' - 0"
T.O. WALL
128' - 8"
A-311
FIRST FLOOR
100' - 0"
B
A-311
B
COMPRESSOR
RM
HEAVY DIESEL
LAB
CORRIDOR
FIRST FLOOR
100' - 0"
B
MECH. MEZZANINE
108' - 4"
A-311
B
TOOL CRIB
MAIN ENTRY
VEST. / COAT
ROOM
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B w w w
.m a tr ix c e in c .c o m
S H E E T N U M B E R file no.
funding code contractor order no.
consultant job no.
472/22019.SMD
472/MaintProj sheet description consult drawn checked issue
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A-311
22-167.00
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BUILDING
SECTIONS
1/8" = 1'-0"A-311
3 TRUCK BAY LOOKING WEST
1/8" = 1'-0"A-311
1 TRUCK BAY LOOKING NORTH
1/8" = 1'-0"A-311
2 SECTION THROUGH EXISTING BUILDING
1/8" = 1'-0"A-311
6 CONNECTOR AREA LOOKING EAST AT TRUCK BAY
1/8" = 1'-0"A-311
5 SECTION THROUGH COMPRESSOR ROOM
1/8" = 1'-0"A-311
4 CONNECTOR AREA LOOKING WEST AT EXISTING
S E A T
124' - 0"
JOIST BRG.
/8
2 4
2' - 0"
124' - 11"
T.O.CHANNEL
PREFINISHED BREAK METAL WITH
INTEGRAL DRIP OVER 5/8" P.T. PLYWOOD.
NO EXPOSED FASTENERS.
PREFINISHED METAL SOFFIT WITH ' L '
TRIM AT LEADING EDGE AND ' F ' CHANNEL
SECURED TO CMU VENEER.
5°
CONT. 1/4" BENT PLATE WELDED TO JOIST SEAT
EXTENSIONS AND BACK FACE OF MC 12x10.6.
STANDING SEAM METAL ROOFING SYSTEM OVER
5/8" PLYWOOD SECURED TO DECK THROUGH (2)
LAYERS OF 2 1/2" RIGID INSULATION.
TERMINATION BAR AND SEALANT.
DCMU VENEER.
SELF-ADHERED MEMBRANE FLASHING
OVER S/S METAL SUPPORT FLASHING
ABOVE FERO BRACKET.
CAVITY DRAINAGE MESH.
HEAD JOINT WEEPS AT 24" O.C. W/
PLASTIC HONEY-COMB INSERTS.
2-PIECE METAL FLASHING / COUNTER
FLASHING TO COVER TERMINATION BAR
FOR METAL ROOFING.
STANDING SEAM METAL ROOFING
SYSTEM OVER 5/8" PLYWOOD
SECURED TO DECK THROUGH (2)
LAYERS OF 2 1/2" RIGID INSULATION.
(2) PIECE PINTLE & EYE TYPE VENEER
TIES.
METAL ROOF DECK - REFER TO
STRUCTURAL FOR SIZE.
DECK ANGLE - REFER TO STRUCTURAL.
CMU WALL W/ HORIZ. REINF. AT 16"
O.C. VERT. REFER TO STRUCTURAL
DRAWINGS FOR ADDITIONAL
REINFORCING REQUIREMENTS. PAINT
PER ROOM FINISHES PLAN.
BRICK SUPPORT ANGLE AND BRACKET
BASED ON FERO 'FAST BRACKET'
SYSTEM SECURED TO FULLY GROUTED
CMU WALL. SEE ALSO STRUCTURAL
DETAILS.
2 1/2" THICKNESS RIGID INSULATION -
FRICTION FIT BETWEEN BRICK HANGER
BRACKETS AND PLYWOOD DECK BEFORE
PLACEMENT OF FOAMED-IN-PLACE
INSULATION.
2 1/2" THICKNESS RIGID INSULATION -
FRICTION FIT BETWEEN BRICK HANGER
BRACKETS AND PLYWOOD DECK BEFORE
PLACEMENT OF FOAMED-IN-PLACE
INSULATION.
DECK BRG.
VARIES
FIRST FLOOR
100' - 0"
CLERESTORY WINDOW
121' - 0"
T.O. WALL
128' - 8"
A-321
2C
A-321
2B
A-321
2A
1' - 4" 1' - 0"
8" DIA. CONC. FILLED PIPE
BOLLARDS. DOME TOP OF
CONCRETE. PAINT OSHA
YELLOW.
DCMU VENEER.
ANOD. ALUM.
STOREFRONT FRAMING.
2 1/2" THICKNESS
FOAMED-IN-PLACE
INSULATION.
STUFF MINERAL INSULATION BETWEEN DECK
FLUTES AND TOP OF MASONRY WALL PRIOR
TO FOAMED-IN-PLACE INSULATION INSTALL.
DECK ANGLE SECURED TO FACE OF
MASONRY. REFER TO STRUCTURAL
DRAWINGS FOR CONNECTION DETAIL.
METAL DECK - REFER TO STRUCT.
2 8
2 8
1' - 8"
CLERESTORY WINDOW
121' - 0"
114' - 0"
O.H. DOOR M.O.
1/2"
M
.O
PAINTED BULLNOSE SILL - TYP.
CMU WALL. PROVIDE HORIZONAL
REINFORCING AT 16" O.C. VERT. REFER
TO STRUCTURAL DRAWINGS FOR
ADDITIONAL REINFORCING
REQUIREMENTS.
GALV. H.S.S. W/ PLATE LINTEL. SEE
STRUCT. FOR SIZE REQUIREMENTS.
PAINT TO MATCH WALL INSIDE AND
OUTSIDE - TYP.
PERIMETER BACKER ROD AND
SEALANT - BOTH SIDES.3"
ANOD. ALUM. STOREFRONT FRAMING.
ALUM. SILL FLASHING SET IN BED OF
SEALANT OVER BEVELED CEDAR SIDING
BACKER ON 2x BLOCKING AS SHOWN.
FLEXIBLE FLASHING BASED ON YORK
'FLASH VENT'. RUN FROM OVER 2x
MATERIAL AND OUT FIRST MORTAR BED
JOINT.
CORRUGATED VENEER TIE.
HSS W/ PLATE LINTEL - GALV. AND
PAINTED TYPICAL.
FIRST FLOOR
100' - 0"
STANDING SEAM METAL ROOF SYSTEM OVER
EXISTING PURLINS.
PREFINISHED BREAK METAL TRIM W/ DRIP
OVER P.T. 2x8 ON 5/8" P.T. PLYWOOD.
PREFINISHED BREAK METAL TRIM W/ DRIP
OVER 1/2" P.T. PLYWOOD ON P.T. 2x MAT'L
OVER 1/2" P.T. PLYWOOD. NO EXPOSED
FASTNERS - TYP.
BACKER ROD AND SEALANT.
EXISTING CMU WALL. PAINT PER EXTERIOR
ELEVATIONS.
LAY-IN CEILING SYSTEM.
GRID WORK OF STEEL RETAINER
STRAPS SUPPORTING FABRIC LINER
WITH INSULATION ABOVE. BASIS OF
DESIGN: "SIMPLE SAVER SYSTEM".
EXISTING BUILDING STRUCTURE
TO REMAIN.
EXISTING CMU WALL. PAINT PER
FLOOR FINISHES PLAN.
THERMAL ISOLATORS BETWEEN
EXISTING PURLINS AND NEW METAL
ROOFING CLIPS. BASIS OF DESIGN:
"SIMPLE SAVER SYSTEM". NEW GUTTERS AND DOWNSPOUTS.
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M a t r ix C
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L A
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A R
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W E
B w w w
.m a tr ix c e in c .c o m
S H E E T N U M B E R file no.
funding code contractor order no.
consultant job no.
472/22019.SMD
472/MaintProj sheet description consult drawn checked issue
M A
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Approver
Author
P A
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A C
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N E W
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A-321
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WALL SECTIONS
AND DETAILS
1 1/2" = 1'-0"A-321
3 TRUCK BAY ENLARGED DETAIL LOOKING NORTH
1/2" = 1'-0"A-321
2 WALL SECTION AT TRUCK BAY O.H. DOORS
1 1/2" = 1'-0"A-321
2C TRUCK BAY GABLE END RAKE DETAIL
1 1/2" = 1'-0"A-321
2B TRUCK BAY CLERESTORY WINDOW DETAIL
1 1/2" = 1'-0"A-321
2A TRUCK BAY WALL BASE DETAIL
1/2" = 1'-0"A-321
1 TRUCK BAY WALL SECTION LOOKING NORTH
1 1/2" = 1'-0"A-321
4 EXISTING BUILDING EAVE DETAIL
T
T
T T
T
T T
T
T
T
AUTO SHOP
STAFF OFFICES
INMATE
TOILETS
STAFF TOILETS
ELECTRICAL
CLOSET
TECH CLOS.
AUTO
CLASSROOM
AUTO TOOL
CRIB
FURN. CLOS.
WATER SERV.
RM.
CORRIDOR
112 J.C.
MULTIPURPOSE
CDL
CLASSROOM
CORRIDOR
HEAVY DIESEL
CLASSROOM
HEAVY DIESEL
LAB
106 TOOL CRIB
MAIN ENTRY
VEST. / COAT
ROOM
TRUCK BAYS
COMPRESSOR
RM
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1 P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
P-1
RB-1
RF-1
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PLOT D
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1-18-2022
M a t r ix C
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G E
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F A
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L A
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IN
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C
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A R
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W E
B w w w
.m a tr ix c e in c .c o m
S H E E T N U M B E R file no.
funding code contractor order no.
consultant job no.
472/22019.SMD
472/MaintProj sheet description consult drawn checked issue
M A
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P
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:5 :4
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Approver
Author
P A
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I-001
22-167.00
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FIRST FLOOR
FINISH PLAN
- NO COMPARABLE PRODUCTS WILL BE REVIEWED FOR PRODUCTS DESIGNATED AS SINGLE SOURCE.
- COMPARABLE PRODUCTS WILL BE REVIEWED FOR ITEMS LISTED AS BASIS OF DESIGN. COMPARABLE PRODUCTS ARE REQUIRED TO MEET ANY MINIMUM PERFORMANCE REQUIREMENTS LISTED IN REMARKS AND DESIGN ATTRIBUTES OF SPECIFIED PRODUCT.
- REFER TO PRODUCT SPECIFICATION FOR TRIMS AND ACCESSORIES ASSOCIATED WITH SPECIFIED PRODUCTS ABOVE.
NOTES:
MATERIAL SELECTION SCHEDULE
ABBREV ITEM MANUFACTURER PATTERN COLOR PRODUCT NO. SIZE
SINGLE
SOURCE
BASIS OF
DESIGN
ADDITIONAL
MANUFACTURERS
REMARKS
ACP-1 ACOUSTIC CEILING PANEL ARMSTRONG OPTIMA WHITE 315 24 IN X 24 IN -- X CERTAINTEED, USG --
CPTL-1 CARPET TILE SHAW CONTRACT BASIC TILE 5T121 DOVE GREY 17557 24 IN X 24 IN -- X QUARTER TURN INSTALLATION
P-1 PAINT PPG -- DELICATE WHITE PPG1001-1 -- X -- -- --
P-2 PAINT PPG -- FLAGSTONE PPG1001-4 -- X -- FOR DOOR AND WINDOW FRAMES
RB-1 RUBBER BASE TARKETT JOHNSONITE DURACOVE BASE BLACK 40 4" -- X ROPPE, MANNINGTON, FLEXCO --
RF-1 RESINOUS FLOORING SHERWIN WILLIAMS RESUFLOR DECO FLAKE CRESCENT MOON -- -- -- X -- 1/8" FLAKE
1 REFER TO MATERIAL SELECTION SCHEDULE FOR FINISH INFORMATION.
2 REFER TO ARCHITECTURAL FLOOR PLANS AND SPECIFICATION FOR ADDITIONAL
INFORMATION ON CONSTRUCTION MATERIALS.
3 REFER TO ARCHITECTURAL FLOOR PLANS FOR VISUAL DISPLAY BOARD LOCATIONS AND
QUANTITIES.
4 REFER TO ARCHITECTURAL FLOOR PLANS FOR LOCKER LOCATIONS, FINISHES AND
QUANTITIES.
5 REFER TO REFLECTED CEILING PLANS FOR CEILING FINISH AND HEIGHTS.
6 REFER TO ENLARGED STAIR PLANS AND SECTIONS FOR FINISH COLORS OF STRINGERS
AND GUARDRAILS.
7 REFER TO DOOR SCHEDULE FOR FINISH ON DOORS AND FRAMES.
8 REFER TO ENLARGED FINISH PLANS FOR TOILET ROOM FINISHES.
9 FINISH TAGS APPLY TO LIKE MATERIALS IN ENTIRE ROOM. I.E. CASEWORK TAG MAY
ONLY CALLOUT ONE RUN OF CASEWORK, BUT ALL CASEWORK IN ROOM RECEIVE THE
SAME FINISHES, UNLESS TAGGED DIFFERENTLY.
10 CASEWORK FINISH TAGS DO NOT APPLY TO CUSTOM MILLWORK PIECES. REFER TO
ENLARGED MILLWORK DETAILS FOR FINISH MATERIALS.
11 WALL MOUNTED DIFFUSERS, GRILLES, ACCESS PANELS, ELECTRICAL PANELS, ETC. ARE
TO BE PAINTED WITH AN OIL-BASED PAINT TO MATCH THE ADJACENT WALL FINISH.
12 CEILING ACCESS PANELS ARE TO BE PAINTED TO MATCH ADJACENT CEILING FINISH.
13 ALL EXPOSED COLUMNS TO BE PAINTED P-X.
1 REFER TO SPECIFICATION FOR MORE INFORMATION.
2 WINDOW TREATMENT TAGS SHOWN ON PLAN REPRESENTS A SINGLE SHADE.
3 REFER TO FLOOR PLANS, EXTERIOR ELEVATIONS AND FRAME TYPES FOR HEIGHT AND
WIDTH OF OPENINGS.
4 WINDOW TREATMENTS ARE TO BE MOUNTED INSIDE OF THE WINDOW OPENING FROM
HEAD TO SILL AND JAMB TO JAMB, UNLESS NOTED OTHERWISE.
5 VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.
WALL FINISH
BASE FINISH
FLOOR FINISH
COUNTER FINISH
CABINET FINISH (BASE AND UPPER)
INDICATES EXTENT OF ATYPICAL FINISH
INDICATES TRANSITION BETWEEN DISSIMILAR FLOOR
MATERIAL FINISHES
INDICATES MULTIPLE MATERIAL TYPES ON A SURFACE,
REFER TO DETAIL OR ELEVATION
INDICATES PATTERNED INSTILLATION OF A SINGLE
MATERIAL TYPE, REFER TO DETAIL OR ELEVATION
FINISH PLAN KEY
TYPE, FABRIC:COLOR, % OPEN
TYPE, FABRIC:COLOR, % OPEN
TYPE, FABRIC:COLOR, % OPEN
WT-#
WT-#
WT-#
GENERAL NOTES - INTERIOR
WINDOW TREATMENT KEY
X-#
X-#
X-#
X-#
X-#
X-#
MULTI
X-P(A)
X X
X-#
INDICATES MATERIAL TYPE
INDICATES CORRESPONDING SELECTION IN SCHEDULE
INDICATES PATTERN INTENT, REFER TO DETAIL OR
ELEVATION
FIRST FLOOR FINISH PLAN
| 34-AD101 |
| 36 - A-101 |
| 36 - A-102 |
| 36 - A-103 |
| 36 - A-201 |
| 36 - A-301 |
| 36 - A-311 |
| 36 - A-321 |
| 37 - INT - PARNALL |
File details come from the government source that posted it. Updated .