Montague Armory - Renovate Armory A010 to A920 Drawings.pdf

PDF 3 MB Posted Jul 19, 2023

Attached to: 511/23322. AGY; Montague Armory - Renovate Armory
Solicitation number: RFQ 171 230000000592 3
Issued by: Oakland County, Michigan Center CDP, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

These are construction drawings for the Montague Armory renovation project in Montague, Michigan, prepared by the State of Michigan Department of Technology, Management and Budget, Procurement and Real Estate Services Administration, in coordination with the Department of Military and Veterans Affairs. The drawings detail comprehensive demolition and construction work for the armory renovation, identified as Project 26C2024005. The scope includes demolition plans for the drill hall, kitchen area, latrines/showers/locker rooms, and supply/office rooms, along with construction details for new walls, flooring, ceilings, plumbing fixtures, and finishes throughout the facility. The project encompasses multiple room types including administrative offices, training spaces, lactation rooms, maintenance areas, and specialized military facilities. New work includes installation of ceramic tile flooring, gypsum board walls and ceilings, plumbing fixtures (water closets, urinals, lavatories, showers), lockers, benches, and various finishes. The drawings indicate preliminary construction status as of the issue date of June 16, 2023, with final record notes dated May 22, 2023.

The drawings specify detailed construction requirements including concrete vault work with 4000 PSI concrete, reinforced with #4 rebar at specified spacing, new window installations with lintels, door schedules with hardware specifications, and comprehensive finish schedules for walls, ceilings, and floors in each room. Materials include concrete, CMU (concrete masonry units), steel lintels, gypsum board, ceramic tile, vinyl composition tile (VCT), epoxy paint, and various plumbing fixtures. The project design was prepared by KMM (designer/drawn/checked), with approval by BAB KMM and Adam Lach, RA, Director. The drawings establish construction standards for foundations requiring 4000 PSF bearing capacity, reinforcing steel conforming to ASTM A615 Grade 60, concrete mixing per ASTM C94, and coordination requirements among mechanical, plumbing, and electrical contractors. Sign schedules and mounting details are provided for wayfinding and ADA compliance with tactile lettering and braille specifications.

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Other files

File	Type	Posted
Montague Armory - Renovate Armory C1 to C8.1 Drawings.pdf	PDF	Jul 19, 2023
26C2024005 Renovate Armory Montague Mandatory Pre bid sign in sheet 7_11_2023.pdf	PDF	Jul 19, 2023
Montague Armory - Renovate Armory TS to G100 Drawings.pdf	PDF	Jul 19, 2023
Montague Armory - Renovate Armory M1 to M5 Drawings.pdf	PDF	Jul 19, 2023
Montague Armory - Renovate Armory E010 to E107 Drawings.pdf	PDF	Jul 19, 2023
Montague Armory - Renovate Armory Advertisement.pdf	PDF	Jul 19, 2023
Montague Armory - Renovate Armory Specifications.pdf	PDF	Jul 19, 2023
26C2024005 Renovate Armory Montague Addendum 1.pdf	PDF	Jul 19, 2023
26C2024005 Renovate Armory Montague Mandatory Pre Bid Meeting Minutes 7_11_2023.pdf	PDF	Jul 19, 2023
Montague Armory - Renovate Armory P100 to P110 Drawings.pdf	PDF	Jul 19, 2023

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FLOOR PLAN -

LOCATION PLAN

N.T.S.

A011

DEMOLITION PT ROOM

SCALE 3/8" = 1'-0"A010

DEMOLITION WORK AND QUANTITIES SHALL BE ACCOUNTED FOR FOLLOWING THE

RECYCLING PROGRAM LISTED IN THE SPECIFICATIONS.

COORDINATE THE REMOVAL OF THE EXISTING SUSPENDED CEILING TILE ASSEMBLY

AND FLOORING IN THOSE AREAS DESIGNATED TO BE REMODELED. COORDINATE WITH

THE OTHER DEMO PLANS AND THE FINISH DRAWINGS, DETAILS AND SCHEDULES.

IN ALL AREAS (FLOORS, WALLS, CEILINGS) WHERE CABINETS, COUNTERS, ANCHORS,

HANGERS, ETC., HAVE BEEN SPECIFIED TO BE REMOVED; PATCH, PAINT, REPLACE

COVERINGS WITH LIKE, MATCHING FINISHES, BLENDING THESE NEW EXPOSED AREAS

INTO EXISTING AREAS.

SEE FINISH SCHEDULE, FINISH DETAILS AND FINISH PLANS FOR ADDITIONAL CEILING

AND FLOORING DEMOLITION WORK.

GENERAL DEMOLITION NOTES:

REMOVE EXISTING MASONRY FOR NEW WINDOW OPENINGS. INSTALL NEW LINTELS. PREPARE OPENING FOR NEW WINDOW..

REMOVE EXISTING RUBBER FLOORING AND BASE THROUGHOUT ROOM. LEVEL FLOOR. PREP FOR NEW FLOORING.

PREP FOR NEW FLOOR COATING THROUGHOUT ENTIRE AREA. REMOVE VCT, VINYL BASE IF APPLICABLE. GRIND AND POLISH FLOOR.

NOT USED.

PREP WALL FOR PAINTING.

PREP CEILING FOR NEW SUSPENDED CEILING.

REMOVE EXISTING TV AND MOUNT, CLEAN AND STORE FOR REMOUNTING.

DEMOLITION NOTES:

DEMOLITION DRILL HALL

SCALE 1/8" = 1'-0"A010

A011

A010

A011

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RANGE (NIC)

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SUPPLY OFFICE

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NBC

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GRIDDLE

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RANGE (NIC)

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SERVICE

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COUNTER

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TUEBOR

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DEMOLITION KITCHEN AREA

FIRST FLOOR

SCALE 1/2" = 1'-0"

A011

DEMOLITION LATRINES/SHOWERS/LOCKER

ROOMS

SCALE 3/8" = 1'-0"

A011

REMOVE LAY IN TILE CEILING SYSTEM, LIGHT FIXTURES, DIFUSSERS, RETURN GRILLES AND ALL OTHER ITEMS IN THE CEILING SYSTEM THROUGHOUT ENTIRE ROOM. PROTECT EXISTING FIRE PROTECTION OTHER ITEMS TO REMAIN. PREP FOR NEW CEILING. COORDINATE WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS.

REMOVE EXISTING CAGING AND ACCESSORIES.

REMOVE EXISTING TILE FLOORING AND BASE. PREP FOR NEW FLOORING.

REMOVE EXISTING LAY IN CEILING IN AREA THAT WILL HAVE BE PART OF NEW ROOM. MODIFY EXISTING LAY IN CEILING TO ATTACH TO NEW WALL.

REMOVE EXISTING MASONRY WALL.

REMOVE ALL EXISTING TOILET AND URINAL PARTITIONS.

REMOVE EXISTING TOILETS. PROTECT COLD WATER FEED AND SANITARY SEWER CONNECTION FOR REUSE. COORDINATE WITH PLUMBING

CONTRACTOR.

REMOVE EXISTING URINALS. PROTECT COLD WATER FEED AND SANITARY SEWER CONNECTION FOR REUSE. COORDINATE WITH PLUMBING

CONTRACTOR.

REMOVE EXISTING TOILET PAPER HOLDERS, GRAB BARS, PAPER TOWEL DISPENSERS, MIRRORS, ETC.

REMOVE EXISTING COUNTER TOP AND LAVATORIES. PROTECT COLD AND HOT WATER FEEDS AND SANITARY SEWER CONNECTION. COORDINATE

WITH PLUMBING CONTRACTOR.

SAWCUT CONCRETE FLOOR TO RELOCATE SANITARY DRAINS FOR NEW LAVATORY LOCATIONS.

REMOVE EXISTING DOOR AND FRAME.

REMOVE EXISTING SHOWER STALL AND ACCESSORIES.

REMOVE EXISTING LOCKERS, BENCH, SHELVES.

REMOVE EXISTING WALL TILE. PREP FOR NEW TILE.

PREP FOR NEW FLOOR COATING THROUGHOUT ENTIRE AREA. REMOVE VINYL BASE. GRIND AND POLISH FLOOR.

PREP WALL FOR PAINTING.

DEMOLITION NOTES:

DEMOLITION SUPPLY/OFFICE ROOMS

SCALE 1/4" = 1'-0"A011

5 5

LEGEND:

DEMO AND REMOVE CONCRETE FLOOR

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REFRIGERATOR

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SERVICE

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COUNTER

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EX. 4" FD

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VAULT

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SUPPLY 2115 SQ FT

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500 SQ FT

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COMM

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NBC

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SUPPLY OFFICE

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FLOOR PLAN -

LOCATION PLAN

N.T.S.

A115

PT ROOM PLAN

SCALE 3/8" = 1'-0"A100

PREPARE OPENING FOR NEW WINDOW. INSTALL NEW LINTEL TYPE L-2. INSTALL

NEW WINDOW AND HORIZONTAL BLINDS.

LEVEL FLOOR. PREP FOR NEW FLOORING. PROVIDE AND INSTALL NEW RUBBER

FLOORING AND BASE THROUGHOUT ROOM.

GRIND AND POLISH FLOOR THROUGHOUT ENTIRE ROOM.

NOT USED.

PAINT WALL.

PROVIDE AND INSTALL NEW SUSPENDED CEILING.

SUPPLY AND INSTALL CAGING AND ACCESSORIES

CONSTRUCTION NOTES:

DRILL HALL PLAN

SCALE 1/8" = 1'-0"A100

A115

A100

A115

1 INSTALL NEW 4' X 4'-8" ALUMINUM WINDOW IN NEW OPENING.

LEGEND: #

A100

PATCH ALL WALLS WHERE EXISTING ABUTTING GYPSUM WALLBOARD WALLS AND

CEILINGS WHERE REMOVED.

PATCH ALL WALLS WHERE EXISTING EQUIPMENT, WALL HOOKS, ANCHORS, FASTENERS

WERE REMOVED; PREP FOR PAINTING AS SPECIFIED.

GENERAL NOTES:

MAINTENANCE ROOM PLAN

SCALE 3/8" = 1'-0"A100

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RANGE (NIC)

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SUPPLY OFFICE

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NBC

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GRIDDLE

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RANGE (NIC)

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SERVICE

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COUNTER

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LAV

WM1

EHD

PTD

SND

TPD

TPD GB

S.S. SPLASH PLATE; SEE

DETAIL FOR SIZE AND

MOUNTING HEIGHT

ONE PIECE COUNTER,

SINKS & BACK SPLASH

ONE PIECE COUNTER,

SINKS & BACK SPLASH

S.S. SPLASH PLATE; SEE

DETAIL FOR SIZE AND

MOUNTING HEIGHT

SWR

BCH1 BCH1 BCH1 BCH1

BCH1 BCH1 BCH1

BCH2

LCR

RBH

RBH RBH

RBH

SWR

BCH1

RBH

BCH1

RBH

BCH1

RBH

WM1

VAN

SK-1

LACTATION ROOM PLAN

SCALE 1/2" = 1'-0"A115

LATRINES/SHOWERS/LOCKER ROOMS PLAN

SCALE 3/8" = 1'-0"A115

PATCH, REPAIR, AND PAINT GYPSUM BOARD CEILING. INSTALL ACCESS HATCH, LIGHT FIXTURES, DIFUSSERS, RETURN GRILLES AND ALL OTHER ITEMS IN THE CEILING SYSTEM THROUGHOUT ENTIRE ROOM. COORDINATE WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS.

SUPPLY AND INSTALL CAGING AND ACCESSORIES.

SUPPLY AND INSTALL NEW VCT FLOORING.

PAINT WALL.

PATCH AND PAINT CEILING.

SUPPLY AND INSTALL NEW CERAMIC TILE FLOORING.

GRIND AND POLISH FLOOR THROUGHOUT ENTIRE ROOM.

PREPARE OPENING FOR NEW DOOR. INSTALL NEW LINTEL TYPE L-5. INSTALL NEW FRAME AND DOOR.

CONSTRUCTION NOTES:

SUPPLY/OFFICE ROOMS PLAN

SCALE 1/4" = 1'-0"A115

2 2

INSTALL NEW 8" CMU WALL TO UNDERSIDE OF ROOF

DECKING. WALL TO HAVE #4 VERTICAL BARS AT 48" O.C. AND

HORIZONTAL TIES AT EVERY OTHER BLOCK SPACING AND

FULLY GROUTED BOND BEAM WITH (2) #4 BARS.(TOP OF BOND

BEAM AT ELEV. 108'-8").

INSTALL NEW 3-5/8" ST20 STEEL STUD WALL WITH 5/8" TYPE X

MR GYPSUM WALLBOARD WITH BATT INSULATION TO

UNDERSIDE OF EXISTING TRUSS. STUDS TO BE 16" O.C.

INSTALL NEW 3-5/8" ST20 STEEL STUD WALL WITH 5/8" TYPE X

GYPSUM WALLBOARD BOTH SIDES TO UNDERSIDE OF

EXISTING TRUSS. STUDS TO BE 16" O.C.

PATCH ALL WALLS WHERE EXISTING ABUTTING GYPSUM WALLBOARD WALLS AND CEILINGS WHERE

REMOVED.

PATCH ALL WALLS WHERE EXISTING EQUIPMENT, WALL HOOKS, ANCHORS, FASTENERS WERE

REMOVED; PREP FOR PAINTING AS SPECIFIED.

GENERAL NOTES:

LEGEND:

WALL MIRRORWM1

PLUMBING FIXTURE

NOMENCLATURE

FIXTURE ITEM

LAVATORY

WATER CLOSET; FLOOR MOUNTED

FLOOR DRAIN

LAV

MARK

SK-1 LACTATION ROOM SS SINK

PAPER TOWEL DISPENSERPTD

TISSUE PAPER DISPENSERTPD

ELECTRIC HAND DRYEREHD

SANITARY NAPKIN DISPOSALSND

STAINLESS STEELS.S.

URINAL; WALL MOUNTEDUR

GRAB BARGB

130A

SHOWERSWR

3' BENCHBCH1

ROBE HOOK, 3 PER STALL, 60" A.F.F.RBH

7' BENCHBCH2

A300 A

A300 C

A300 E

A300 B

A300 D

A300 E

A300 F

3 33

3 3 3

VANITY, 5' LONG COUNTERVAN

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REFRIGERATOR

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REFRIGERATOR

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SERVICE

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COUNTER

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EX. 4" FD

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VAULT

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SUPPLY 2115 SQ FT

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500 SQ FT

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COMM

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NBC

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SUPPLY OFFICE

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TUEBOR

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TOILET

PARTITION

TPD

TOILET

PARTITION

TPD

WCWC

TOILET

PARTITION

TPD

2' -9

3' -3

-6

3'-0"

EXISTING STEEL JOIST

NEW TILE FLOOR

2' -7

1 2" T

1'-51 2"3'-0"

1'-5"

UR UR UR

1' -5

1' -2

3' -6

24" X 42"

URINAL

SCREEN

FLOOR MOUNTED

OVERHEAD

BRACED

9'-0"

MIR1

2'-0" X 3'-0"

WALL

MIRROR

MIR1

2'-0" X 3'-0"

WALL

MIRROR

MIR1

2'-0" X 3'-0"

WALL

MIRROR

LAV

2' -1

2'-0"

LIGHT FIXTURE

EX. 5/8" TYPE MR GYPSUM BOARD

PREPARE AND PAINT

EXISTING MASONRY

WALL

EXISTING MASONRY

WALL

PTD

2'-6"

NEW TILE FROM THIS POINT

DOWN ALONG ENTIRE WALL

DB18

SK-1

3' -1

SB24

SOLID SURFACE

COUNTERTOP

GFI RECPT PTD

CABINET

FINISHED

END PANEL

DB183'

-0

SOLID SURFACE

COUNTERTOP

BACKSPLASH

BASE CABINET

WALL

LACTATION AREA CABINET

COUNTER SECTION

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

CONTINUOUS BEAD OF CAULK

11 2"

3 4"

INTERGAL 3" HIGH COVED BACKSPLASH

2'-0"2'-6"

FRONT APRON

OVERALL DISTANCE VARIES BASED ON LOCATION

1' -1

LEFT SIDE

SPLASH

COORDINATE FAUCET

CENTERSET

RIGHT SIDE

APRON

Intregal Bowl

*SEAM KIT TO BE COUNTER MANUFACTURER'S; SEAM

WORK TO BE INSTALLED BY SOLID SURFACE QUALIFIED

INSTALLER APPROVED BY COUNTER MANUFACTURER;

SEAM(s) TO BE APPROVED ON SITE BY

MANUFACTURER'S REPRESENTATIVE AND LETTER OF

ACCEPTANCE

COUNTER'S S.S. HEAVY DUTY WALL BRACKETS, TYPE

AND QUANTITY, SHALL BE COUNTER MANUFACTURER

SPECIFIEDSIDE VIEW

TOP VIEW

CONTINUOUS BEAD OF CAULK

1'-10"

71 2"

1'-11"

SOLID SURFACE ONE PIECE

BACK SPLASH, APRON,

COUNTER AND SINK

**COORDINATE COUNTER'S S.S. HEAVY

DUTY WALL BRACKETS WITH THE

INSTALLATION OF PLUMBING PIPING

NUMBER OF SINKS BASED

ON LOCATION

EXISTING STEEL JOIST

EX. 5/8" TYPE MR GYPSUM BOARD

PREPARE AND PAINT

EXISTING MASONRY

WALL

EXISTING MASONRY

WALL

" M

PTD

EHD

2'-0"

3' -4

"8'-43 8"

S.S. SPLASH PLATE;

INSTALL BEHIND HAND

DRYER AS SHOWN

INFILL EXISTING DOOR OPENING

WITH MASONRY

NEW TILE FROM THIS POINT

DOWN ALONG ENTIRE WALL

NEW TILE FLOOR

TOILET

PARTITION

TPD

TOILET

PARTITION

TPD

WC WC

TOILET

PARTITION

TPD

2' -9

3' -3

-6

3'-0"

EXISTING STEEL JOIST

NEW TILE FLOOR

2' -7

1 2" T

1'-5"

FLOOR MOUNTED

OVERHEAD

BRACED

6'-6"

MIR1

2'-0" X 3'-0"

WALL

MIRROR

MIR1

2'-0" X 3'-0"

WALL

MIRROR

LAV

2' -1

2'-0"

LIGHT FIXTURE

EX. 5/8" TYPE MR GYPSUM BOARD

PREPARE AND PAINT

EXISTING MASONRY

WALL

EXISTING MASONRY

WALL

PTD

2'-6"

NEW TILE FROM THIS POINT

DOWN ALONG ENTIRE WALL

TOILET

PARTITION

TPD

SND SND SND

SND

EXISTING STEEL JOIST

EX. 5/8" TYPE MR GYPSUM BOARD

PREPARE AND PAINT

EXISTING MASONRY

WALL

" M

PTD

EHD

2'-0"

3' -4

" 8'-43 8"

S.S. SPLASH PLATE;

INSTALL BEHIND HAND

DRYER AS SHOWN

NEW TILE FROM THIS POINT

DOWN ALONG ENTIRE WALL

NEW TILE FLOOR

EXISTING STEEL JOIST

5/8" TYPE MR GYPSUM BOARD

PREPARE AND PAINT

EXISTING MASONRY

WALL

EXISTING MASONRY

WALL

NEW TILE FROM CEILING

TO TOP OF SHOWER

MODULE

NEW TILE FLOOR

SHR

Shower Module

SHR

Shower Module

SHR

Shower Module

SHR

Shower Module

SHR

Shower Module

PROVIDE SUPPORTS BETWEEN

STUD WALLS AS NEEDED

NEW/EX. 4" THICK CONCRETE

FLOOR WITH 6 X 6 - W1.4/W1.4 WWF

6 MIL VAPOR BARRIER

8" MIN COMPACTED SAND BASE

3'-01 8"

8' -0

3'-5"

NEW STUD WALL, TYP.

SHR

Shower Module

6' -1

01 4"

EXISTING STEEL JOIST

5/8" TYPE MR GYPSUM BOARD

PREPARE AND PAINT

EXISTING MASONRY

WALL

EXISTING MASONRY

WALL

NEW TILE FROM CEILING

TO TOP OF SHOWER

MODULE, TYP.

NEW TILE FLOOR

PROVIDE SUPPORTS BETWEEN

STUD WALLS AS NEEDED

NEW/EX. 4" THICK CONCRETE

FLOOR WITH 6 X 6 - W1.4/W1.4 WWF

6 MIL VAPOR BARRIER

8" MIN COMPACTED SAND BASE

3'-01 8"

8' -0

3'-5"

NEW STUD WALL, TYP.

NEW SHOWER PARTITIONS

2'-4"

1' -6

1'-0"

TILE FLOOR

NEW STEEL SUPPORT;

PAINT

NEW WOOD BENCH

ANCHOR TO FLOOR

SINGLE TIER 12"

X 18" LOCKERS -

16 GA. TOP,

BACK, SIDES &

DOOR

SLOPED TOP,

TYP.

METAL BASE,

TYP.

LACTATION AREA CABINETS

SCALE 1/2" = 1'-0"

LATRINE COUNTER DETAILS

SCALE 3/4" = 1'-0"

A A300

MENS LATRINE ELEVATION

SCALE 3/8" = 1'-0"

I A300

H A300

G A300

B A300

MENS LATRINE ELEVATION

SCALE 3/8" = 1'-0"

C A300

WOMENS LATRINE ELEVATION

SCALE 3/8" = 1'-0"

D A300

WOMENS LATRINE ELEVATION

SCALE 3/8" = 1'-0"

E A300

MENS SHOWER ELEVATION

SCALE 3/8" = 1'-0"

F A300

MENS SHOWER ELEVATION

SCALE 3/8" = 1'-0"

SHOWER/LOCKER BENCH DETAILS

SCALE 3/4" = 1'-0"

K A300

LOCKER ROOM LOCKER DETAILS

SCALE 3/4" = 1'-0"

J A300

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6" DIA. SCH 40 X 5" PIPE

3/8" Ø HARDEN STEEL BARS X 4" WELD TO PIPE AND

THEN WELD TO REINFORCING IN WALL; 4 TOTAL

(2) 3/8" Ø HARDEN STEEL BARS BOTH WAYS CENTERED

IN OPENING, WELD ALL AROUND TO PIPE AND TO

CROSS BARS

4 BACK PRIME ALL SURFACES PRIOR TO INSTALLING

5 FINISH PAINT FOLLOWING SCHEDULE

WELD ALL

AROUND, TYP.

VAULT DEMO PLAN

SCALE 3/8" = 1'-0"A600

FOUNDATIONS

1. FOUNDATIONS SHALL BEAR ON FIRM UNDISTURBED SOIL WITH A SAFE BEARING CAPACITY OF 4000 PSF. IF SOIL CAPACITY IN NOT FOUND FOOTINGS SHALL BE ENLARGED OR LOWERED AT THE DIRECTION OF THE ENGINEER. CONTRACTOR SHALL PROVIDE GEOTECHNICAL ENGINEER TO VERIFY SOIL BEARING CAPACITY

AND SUITABILITY IN THE FIELD.

REINFORCED CONCRETE

1. ALL FORMING SHALL BE TRUE AND STRAIGHT IN ACCORDANCE WITH ACI STANDARDS.

2. CONCRETE MIXING SHALL COMPLY WITH ASTM C94.

3. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, 4” MAXIMUM SLUMP, 6% AIR CONTENT AND MAXIMUM 1” AGGREGATE SIZE. ALL CONCRETE SHALL BE REGULAR WEIGHT, 145

POUNDS PER CUBIC FOOT.

4. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL IN A MANNER THAT CAUSES SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS OF VERYING LENGTHS SO THAT

FREE UNCONFINED FALL SHALL NOT EXCEED 5'.

5. REBAR: ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615

GRADE 60.

6. REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH A.C.I. 315.

7. SPLICES SHALL HAVE A LAP LENGTH OF 36 BAR DIAMETERS, BUT NOT LESS THAN 24 INCHES. SPLICES IN

ADJACENT BARS SHALL NOT BE LESS THAN 5 FOOT APART.

8. ALL REINFORCING STEEL SHALL BE SECURELY WIRED AND PROPERLY SUPPORTED ABOVE THE GROUND

AND AWAY FROM FORMS.

9. COVER: IF NOT OTHERWISE NOTED, MINIMUM CLEAR COVER SHALL BE 2 INCH FOR SLABS AND WALLS NOT

EXPOSED TO EARTH, 1 ½ INCH FOR BEAMS, COLUMNS, TIES AND STIRRUPS.

10. REINFORCED CONCRETE WALLS AND FOOTINGS SHALL HAVE CORNER BARS AT ALL INTERSECTIONS OF

THE SAME SIZE AND SPACING AS THE MAIN HORIZONTAL STEEL.

11. PROVIDE 2- #5 BARS EACH SIDE OF ALL OPENINGS, AND 2 - #5 X 4'-0” DIAGONAL BARS AT CORNERS OF

OPENINGS.

12. CONTRACTOR SHALL PROVIDE TESTING COMPANY TO PERFORM QUALITY CONTROL TESTING AS

SPECIFIED.

CONCRETE VAULT FINISH:

THE CONCRETE WALLS AND CEILINGS WITHIN EACH VAULT, AND THE

EXTERIOR CONCRETE WALLS OF EACH VAULT SHALL HAVE A SMOOTH

FILLER APPLIED EQUAL TO QUIKRETE SAND/TOPPING MIX WITH QUIKRETE

CONCRETE ACRYLIC FORTIFIER RESIN ADMIXTURE. THIS SYSTEM SHALL

BE APPLIED TO THE ENTIRE CONCRETE SURFACE TO FILL ALL VOIDS AND

REMOVE ALL BLEMISHES. PRIOR TO THIS APPLICATION, PREP THE WALLS

AND CEILINGS AS NEEDED AND RECOMMENDED BY THE FILLER/SEALER

MANUFACTURER(QUIKRETE).

UPON THE CURING OF THIS APPLICATION, THE CONCRETE WALLS AND

CEILINGS WITHIN EACH VAULT, AND THE EXTERIOR CONCRETE WALLS OF

EACH VAULT SHALL BE PAINTED FOLLOWING THE PAINTING

SPECIFICATIONS.

VAULT PLAN

SCALE 3/8" = 1'-0"A600

A601 A

A601 B

DUCT OPENING DETAIL

SCALE 2" = 1'-0"A600

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SERVICE

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500 SQ FT

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DEMO AND REMOVE EXISTING CONCRETE FLOOR

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MOVE HYDRONIC PIPING INSIDE OF BAR JOISTS

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CONCRETE FOOTING

NEW CONCRETE WALL AND

CEILING AS SPECIFIED AND

DETAILED NEW CONCRETE VAULT

WALLS AND CEILING SHALL

BE FINISHED AND PAINTED

AS SPECIFIED, TO INCLUDE

ALL VISUAL SIDES INCLUDING

EXTERIOR SIDE OF VAULT

CEILING

8' -3

8" 4000 PSI CONC WITH #4 @

9" O.C. EACH WAY, EACH

FACE STAGGERED IN EACH

FACE TO OBTAIN A GRID

APPROX 4-1/2" SQ. (TYP)

WALLS

6" 4000 PSI CONC WITH #4 @ 9"

O.C. EACH WAY, EACH FACE

STAGGERED IN EACH FACE TO

OBTAIN A GRID APPROX 4-1/2"

SQ. (TYP) WALLS

8" 6"

5" 4000 PSI CONC WITH #4 @

6" O.C. EACH WAY,

11 2"

#4 BENT BAR 18" X 18"

@ 16" O.C.

#4 BENT BAR 18" X 18"

@ 16" O.C.

(3) #5 BARS CONTINUOUS

EXISTING

FOOTING

#4 BENT BARS 8" X

2'-6" @ 12" O.C.

6" 4000 PSI CONC

WITH #4 @ 6" O.C.

EACH WAY,6"

10"

EXISTING

MASONRY

WALL

2'-0"

#5 BAR DOWELS x 16" AT 12"

O.C. DRILL AND EPOXY INTO

EX CONC FOOTING

#4 BAR DOWELS x 2'-4" AT

16" O.C. DRILL AND EPOXY

INTO EX CONC FOOTING

(2) #5 BARS CONTINUOUS

EXISTING #5 BAR CONTINUOUS

5' -6

EXISTING BAR

JOIST

NEW CONCRETE VAULT WALLS AND

CEILING SHALL BE FINISHED AND

PAINTED AS SPECIFIED, TO INCLUDE

ALL VISUAL SIDES INCLUDING

EXTERIOR SIDE OF VAULT WALLS

COORDINATE WITH

MECHANICAL

CONTRACTOR FOR

SUPPLY DUCT

EXISTING

FOOTING

EXISTING

MASONRY

WALL

EXISTING #5 BAR CONTINUOUS

10"

#4 BENT BAR 18" X 18"

@ 16" O.C.

8" 4000 PSI CONC WITH #4 @

9" O.C. EACH WAY, EACH

FACE STAGGERED IN EACH

FACE TO OBTAIN A GRID

APPROX 4-1/2" SQ. (TYP)

WALLS

#5 BAR DOWELS x 16" AT 12"

O.C. DRILL AND EPOXY INTO

EX CONC FOOTING

#4 BAR DOWELS x 2'-4" AT

16" O.C. DRILL AND EPOXY

INTO EX CONC FOOTING

5" 4000 PSI CONC WITH #4 @

6" O.C. EACH WAY

#5 BAR DOWELS x 16" AT 12"

O.C. DRILL AND EPOXY INTO

EX CONC CEILING

#5 BAR DOWELS x 16" AT 12"

O.C. DRILL AND EPOXY INTO

EX CONC FOOTING

EXISTING CONCRETE VAULTNEW CONCRETE VAULT

5' -6

2'-10"2'-11"

SAWCUT AND REMOVE

EXISTING CONCRETE WALL

#5 BAR DOWELS x 16" AT 12"

O.C. DRILL AND EPOXY INTO

EX CONC WALL ALONG

ENTIRE LENGTH

EXISTING STEEL JOISTEXISTING STEEL JOIST

EXISTING STEEL BEAM

6" 4000 PSI CONC

WITH #4 @ 6" O.C.

EACH WAY,

RAISE HYDRONIC PIPING

INSIDE OF JOIST

EXISTING

FOOTING

NEW CONCRETE VAULT WALLS AND

CEILING SHALL BE FINISHED AND

PAINTED AS SPECIFIED, TO INCLUDE

ALL VISUAL SIDES INCLUDING

EXTERIOR SIDE OF VAULT WALLS13'-0"

COORDINATE WITH

MECHANICAL

CONTRACTOR FOR

SUPPLY DUCT, SEE

DETAIL 3, A600

EXPANSION

JOINT (E.J.)

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

CONTROL

JOINT (C.J.)

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

NEW CONCRETE

REINFORCED FLOORVINYL INSERT

1/2" JOINT W/ 1/2" X

3/8" JOINT SEALANT

NEW CONCRETE

REINFORCED FLOOR

4' -0

" t o

1-1/2" PVC "Z" SHAPE

TYPE VENT; PIPING

INSTALLED AS SHOWN

VAULT

SIDE

1-1/2" PVC EXTENSION AS NEEDED TO

ACCOMODATE 3/4" PLYWOOD WALL

COVERING

3/4" PLYWOOD AS SPECIFIED

INSTALL SEALANT AT

PERIMETER, BOTH

SIDES

**FOR 3/4" PLYWOOD LOCATION,

SEE SHEET 5 DETAIL INTERIOR

VAULT WALL ELEVATION AT DOOR

3'-0" ON CENTER SPACING

3" 1'-81

4 "

3'-0" CENTER TO CENTER

8" HOLES FOR 12"Øx5" EPOXY ANCHORS

INSTALL AFTER WALLS HAVE CURED; DRILL

AND SET WITH HIGH STRENGTH EPOXY GROUT

8" COLD ROLLED STEEL RODS

WELD TO ANGLE

L3"x3"x1

4" STEEL

VAULT SECTION A-A

SCALE 3/4" = 1'-0"A601

VAULT SECTION B-B

SCALE 3/4" = 1'-0"A601

JOINT DETAILS

SCALE 1 1/2" = 1'-0"A601

VAULT VENT DETAIL

SCALE 1 1/2" = 1'-0"A601

EQUIPMENT RAILS DETAIL

SCALE 1 1/2" = 1'-0"A601

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REFLECTED CEILING PLAN

SCALE 3/16" = 1'-0"A900

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SUPPLY 2115 SQ FT

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MODIFY CEILING AS REQUIRED FOR NEW HVAC SUPPLY AND RETURN

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INSTALL NEW 5/8" MR GYPSUM BOARD CEILING, PREPARE AND PAINT

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SCALE 3/16" = 1'-0"A901

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LAY IN CEILING TO BE ABOVE OVERHEAD DOOR TRACKS

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LAY IN CEILING TO BE INSTALLED ABOVE SUPPLY DUCT. WORK AROUND ALL SUPPORTS

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LAY IN CEILING TO BE ABOVE MECHANICAL PIPING. WORK AROUND ALL SUPPORTS

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AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

KAB

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text U

C O

R U

O N

R D

O R

O D

N O

R M

O R

- M

O N

U E

D R

C H

E O

F M

O F

H N

G Y, M

B U

D G

O C

U R

D R

A D

N D

N A

N D

C O

R U

O N

, R A, D

O F

D V

M O

G U

M O

U E, M

U N

AutoCAD SHX Text DOOR SCHEDULE (only shows new doors)

AutoCAD SHX Text

NO.

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

DETAIL (#)

AutoCAD SHX Text

HEAD

AutoCAD SHX Text

JAMB

AutoCAD SHX Text

HARDWARE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

THRESHOLD

AutoCAD SHX Text

GLAZING

AutoCAD SHX Text

GROUP

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

FRAME

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

LINTEL

AutoCAD SHX Text

DOOR TYPE:

AutoCAD SHX Text %%uTYPE C

AutoCAD SHX Text %%uTYPE B

AutoCAD SHX Text %%uTYPE A

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

4" VINYL

AutoCAD SHX Text

GRIND/POLISH

AutoCAD SHX Text

DRILL FLOOR

AutoCAD SHX Text

FEMALE RESTROOM

AutoCAD SHX Text

MALE RESTROOM

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

WEST

AutoCAD SHX Text

EAST

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text

BASE

AutoCAD SHX Text

UNIT SUPPLY

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

NO.

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

WALLS

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text ROOM FINISH SCHEDULE (only shows new and/or revised conditions in rooms that are new or have modifications)

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

WOMEN'S LOCKER ROOM

AutoCAD SHX Text

MEN'S LOCKER ROOM

AutoCAD SHX Text

PHYSICAL TRAINIING

AutoCAD SHX Text

SUPPLY OFFICE

AutoCAD SHX Text 130A

AutoCAD SHX Text

LACTATION ROOM

AutoCAD SHX Text

PAINTED

AutoCAD SHX Text B

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

EPOXY PAINT

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

EPOXY PAINT

AutoCAD SHX Text

VINYL

AutoCAD SHX Text

CARPET

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2x2 ACT

AutoCAD SHX Text

VINYL

AutoCAD SHX Text

RUBBER

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text

2X2 ACT

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

EPOXY PAINT

AutoCAD SHX Text

MR GYPSUM BOARD

AutoCAD SHX Text

NEW CEILING TO BE INSTALLED AS HIGH AS POSSIBLE.

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINTED GWB

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

GYPSUM BOARD

AutoCAD SHX Text

GYPSUM BOARD

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 1-3/4"x3'-0"x7'-0"

AutoCAD SHX Text

HARDWARE GROUP:

AutoCAD SHX Text LOCALLY PAINT AND REPAIR CMU WALLS WHERE CAGING WAS REMOVED. PAINT CEILING AS NEEDED WHERE ITEMS ARE REMOVED.

AutoCAD SHX Text

PAINT AREA ABOVE CERAMIC TILE TO CEILING

AutoCAD SHX Text %%uTYPE 1

AutoCAD SHX Text %%uTYPE 2

AutoCAD SHX Text

FRAME TYPE:

AutoCAD SHX Text

%%UTYPE 3

AutoCAD SHX Text

LEVEL FLOOR BEFORE INSTALLING NEW RUBBER FLOOR.

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

EPOXY PAINT

AutoCAD SHX Text

MR GYPSUM BOARD

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. SEE SPECIFICATIONS FOR DOOR HARDWARE GROUPS.

AutoCAD SHX Text

PAINTED

AutoCAD SHX Text

%%UGROUP 1:

AutoCAD SHX Text

1½ PR. HINGES

AutoCAD SHX Text

CLOSER

AutoCAD SHX Text

%%UTYPE D

AutoCAD SHX Text

AutoCAD SHX Text 16"x24"

AutoCAD SHX Text

LOUVERED

AutoCAD SHX Text

OPENING

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

PAINT AREA ABOVE CERAMIC TILE TO CEILING

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

EPOXY PAINTED GWB

AutoCAD SHX Text

EPOXY PAINTED CMU

AutoCAD SHX Text

EPOXY PAINTED GWB

AutoCAD SHX Text

EPOXY PAINTED CMU

AutoCAD SHX Text

ALL GYPSUM BOARD TO BE MOISTURE RESISTANT.

AutoCAD SHX Text

EPOXY PAINTED GWB

AutoCAD SHX Text

EPOXY PAINTED CMU

AutoCAD SHX Text

EPOXY PAINTED CMU

AutoCAD SHX Text

EPOXY PAINTED CMU

AutoCAD SHX Text

ALL GYPSUM BOARD TO BE MOISTURE RESISTANT.

AutoCAD SHX Text

WOMEN'S SHOWER ROOM

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

EPOXY PAINT

AutoCAD SHX Text

GYPSUM BOARD

AutoCAD SHX Text

ALL GYPSUM BOARD TO BE MOISTURE RESISTANT.

AutoCAD SHX Text

MEN'S SHOWER ROOM

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

EPOXY PAINT

AutoCAD SHX Text

GYPSUM BOARD

AutoCAD SHX Text

ALL GYPSUM BOARD TO BE MOISTURE RESISTANT.

AutoCAD SHX Text

LACTATION ROOM

AutoCAD SHX Text

VCT

AutoCAD SHX Text

VINYL

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

GYPSUM BOARD

AutoCAD SHX Text

LOCKSET WITH INDICATOR

AutoCAD SHX Text

SILENCER

AutoCAD SHX Text

WALL STOP

AutoCAD SHX Text

KICKPLATE

AutoCAD SHX Text

LINTEL SCHEDULE

AutoCAD SHX Text

MARK #

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

BRG. EL.

AutoCAD SHX Text L-1

AutoCAD SHX Text W8x10 + L3½x3½x1/4 + PL 1/4"x1'-3", 4'-8" LONG

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text L-2

AutoCAD SHX Text W8x18 + L3½x3½x1/4 + PL 1/4"x1'-1", 4'-8" LONG

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text L-3

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 12, 2026.