21-046 Albion Armory Architectural A4-S1 Set.pdf

Finish Floor 0"

T.O. Masonry 12'-0"

Basement Fin. Flr.

-12'-0"

F

Ex. Ceiling 1 8'-10 3/4"

SAWCUT AND REMOVE EX CONC SLAB

6" 3000 PSI CONC SLAB REINF WITH 6x6 2.9x2.9 WWF TURN DOWN EDGES 6" MIN. TYP

#5 BAR DOWELS x 16" AT 12" O.C. DRILL AND

EPOXY INTO EX CONC WALL

8" 3000 PSI CONC WALL REINF WITH #4

BARS AT 9" O.C. EA WAY EA FACE,

OFFSET INSIDE FACE OF STEEL FROM

OUTSIDE FACE OF STEEL 4 1/2"

#4 BAR 18"x18" DOWELS AT 16" O.C.

6" 4000 PSI CONC SLAB REINF WITH #4 BARS AT 9" O.C.

EA WAY

9' -0

2'

-9

/2

1' -2

/2

1"

1 3/4"

4 1/2"

1 3/4"

2 - #4 BARS CONT 3" UP FROM BTM

1'-0"

#4 BAR 18"x18" DOWELS AT 16" O.C.

6"x4"x1/2" STL ANGLE PUNCH HOLES AT 9" O.C. FOR #5 x

16" BAR DOWELS DRILL AND EPOXY INTO EX CONC WALL

VAULT

PHYSICAL

TRAINING

PASSAGE

CLASS RM.

#26

ELECT CONDUIT

DOMESTIC WATER LINES

INSULATED PIPING

HOT WATER HEATING

SUPPLY AND RETURN

INSULATED PIPING

NEW DUCT

EX CONC FLOOR

RTU-2

SAWCUT AND REMOVE MASONRY

TO EXPOSE EX STL BEAM

SET NEW BEAM ON BTM FLANGE

4"X4"X5/16" CLIP ANGLE WELD

TO EX AND NEW FLANGE

W12X14

6"X6"X5/16" CLIP ANGLE WELD TO NEW

BEAM AND 12"X24"X3/8" STL PLATE

12"X18"X3/8"STL PLATE WITH 6 - 3/4"

BOLTS THRU WALL INTO INSIDE PLATE

NEW STL ANGLE RTU CURB

SUPPORTS WELD TO EX JOIST

FOLDING PARTITION 48" WALL PANELS VINYL

FABRIC OVER STL FACE OVER GYPSUM BRD

WITH STC 55 AND 5 7/8" WIDE 11 GA TRACK AND

TRIM BOLTED TO BTM FLANGE OF BEAM

FIXED SECTION TO WALL AND

SEAL TO MAINTAIN THE

PARTITION WALL'S STC VALUE

14" TRUNK DUCT

8' -5

/2

1' -0

Finish Floor 0"

T.O. Masonry 12'-0"

Basement Fin. Flr.

-12'-0"

SEE TYP NOTES & DIMENSIONS

SECTION 1 VAULT/CLASSROOM

9' -4

/8

1'

-2

/2

'-9

/2

2'

-0

W8X24 STL BEAM

4"x4"x1/4" STL COL WITH 6"x6"x3/8" TOP PLATE

WELD TO BTM FLANGE

BEAM

SAWCUT, REMOVE, AND

REPLACE CONC FLR TO

INSTALL NEW COL

10"x8"x1/2" BASE PLATE WITH 4 - 3/4"x10" A.B. DRILL AND EPOXY

INTO EX CONC FOOTING

Ex. Ceiling 2 9'-4 3/8"

RECRUITING

VAULT

COMM

LOBBY

Finish Floor 0"

T.O. Masonry 12'-0"

Garage Fin. Grade -16'-0"

T.O. Steel 20'-5"

T.O. Roof 28'-3"

Basement Fin. Flr.

-12'-0"

'-0

'-0

ROOF LINE OF EXISTING DRILL HALL

Finish Floor 0"

Basement Fin. Flr.

-12'-0"

EXTEND NEW BLOCK

ABOVE TO UNDERSIDE

OF CEILING

7' -9

/8

3'

-0

/8

1' -2

/2

REMOVE EX STL GRID

FENCING

P L

U R

I B

U

E

S U

N U

M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O

E N

A M

DA

TE

IS

SU

ED

F

O R

ID

EN

TI

FI

CA

TI

O N

NO

SH

EE

T P.

M

DR

AW

N

CH

EC

KE

D

DA

TE

RE

VI

SI

O

N

DE

SC

AR

CH

P

RO

JE

CT

DT

M

B

PR

O

JE

CT

DM

VA

P

RO

JE

CT

BI

DS

CO

NS

TR

UC

TI

O

N

FI

NA

L

RE

CO

RD

M

AR

. 3 , 2

A1

A1

D E

P A

R T

M E

N T

O F

T E

C H

N O

LO

G

Y , M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

R O

B E

R T

C . H

A

LL

, R A

, N C

A R

B , D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

AP

PR

O

VE

D

A

LB

IO

N

N A

T

IO

N A

L G

U A

R D

A R

M O

R Y

B A

T T

E R

Y

R E

N O

V A

T E

A R

M O

R Y

E as t C o u rt S tr ee t

F lin t, M I 4

T 0- 8-w w w .s fa rc h .u s

H en ry S tr ee t

M u sk eg o n M I

T 1- 8-

PR

O

JE

CT

D

ES

CR

IP

TI

O

N

CI

TY

O F

AL

BI

O N, C

AL

HO

UN

C O

UN

TY

/6

/2

:5 :3

P

M

A 4.

S

JS

JS

F

M

JM

-0

3/8" = 1'-0"A4.0 Section - Vault/Classroom1

3/8" = 1'-0"A4.0 Section - Lobby2

1/8" = 1'-0"A4.0 West Elevation - DRAWING FOR REFRENCE ONLY3

3/8" = 1'-0"A4.0 Section - Learning Rm.4

R E

V

IE

W

-1 -2

R E

V

IE

W

-3 -2

S T

A T

E R

E V

IE

W

-1

-2

T.O. Masonry 12'-0"

8FT Ceiling 8'-0"

2 5 71 3 4 6 7A

A4.1

4' -1

0"

9' -6

APPROX EXISTING

GRADE AT EX BLDG

'-4

3/ 8"

NOTE EXISTING BLDG TOP

OF JOIST ADDITION JOIST

BEARING FIELD VERIFY

COL FOOTINGS

AND PIERS TYP

THICKEN SLAB AT INTERIOR

MASONRY WALLS TYP

MEMBRANE ROOFING OVER RIGID

INSULATION OVER MTL DECKING OVER

STL TRUSS SLOPE TO CENTER BEAM TYP

8" STL BEAM STL JOIST TYP

BREAK

ROOM

MEN

LATRINE

WOMEN

LATRINE

OPEN

OFFICE

AREA

ADMIN

Ex. Ceiling 2 9'-4 3/8"

2.8 3.9 6.2 6.9 7.9

DEPRESS CONC FLOOR

1 1/2" FOR CER TILE

3" 1'

-9

PAINTED STL PIPE

RAILING AT ADA RAMP

Finish Floor 0"

T.O. Masonry 12'-0"

T.O. Steel 20'-5"

8FT Ceiling 8'-0"

Basement Fin. Flr.

-12'-0"

T.O. Masonry 2 9'-9"

F JG

A4.1

A4.0

9' -9

14'-10" 22'-1 1/2" 13'-4" 26'-11"

97'-0"

1' -0

7'

-1 0"

(96.65')

'-1

/2

1/

2"

'-4

1/

2"

S1.1

APPROX EXISTING GRADE

NEW GRADE

THICKEN SLAB AT MASONRY

WALLS TYP

EX BLDG LOW ROOF OVER OFFICE AREA

EX BLDG HIGH ROOF OVER CLASSROOM AREA

REMOVE EX CONOPY ROOFING,

INSULATION, 3" MTL DECKING, STL

FRAMING (BEAMS AND COLUMNS),

CONC FLOOR AND FOUNDATION

COLUMN FOOTINGS

CAN REMAIN

EX SASH REMOVED WD

FRAME OPENING FOR NEW

TROPHY CASE

MEMBRANE ROOFING OVER RIGID INSULATION OVER MTL

DECKING OVER STL TRUSS SLOPE TO CENTER BEAM TYP

4X4 STL COLUMN BEYOND

8" STL BEAM

COL FOOTING AND MASONRY PIER

GROUT BLK CORES SOLID

NOTE: EX BUILDING 5 3/8" BLOCK

STARTING COURSE NEW MASONRY

COURSING TO LINE UP WITH EXISTING

SEE EXISTING CANOPY ROOF SECTION

LOBBY

EX. ADMIN

STAIR #1

WOMEN

LATRINE

WOMEN

SHOWER

MEN

SHOWER

K

Ex. Ceiling 2 9'-4 3/8"

DEPRESS FLOOR SLAB

1 1/2" FOR CER TILE

PREFINISHED 18 GA STL FLUSH SOFFIT PNLS

SCREW TO STL JOIST FRAMING ABOVE

6"X14 GA STL JOIST DRILL AND SELFTAPPING

SCREW INTO BTM STL ANGLE ROOF JOIST

6"X14 GA STL JOIST ANCHOR TO MAS WALL

4"X14 GA STL JOIST ANCHOR TO MAS WALL

GYP. BRD. CEILINGS

SEE TYP. NOTE DETAIL

7/A5.0 JANITOR

Finish Floor 0"

Ex. Ceiling 2 9'-4 3/8"

1 1/2" 1/2"

1/

2" 4'

-5

/8

1/

2"

4' -1

3/

8" 2'

-4

/8

3 LOCKED

SLIDING GLASS

PANELS PER

TROPHY CASE

WOOD CASING

WITH TRIM

P L

U R

I B

U

E

S U

N U

M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O

E N

A M

DA

TE

IS

SU

ED

F

O R

ID

EN

TI

FI

CA

TI

O N

NO

SH

EE

T P.

M

DR

AW

N

CH

EC

KE

D

DA

TE

RE

VI

SI

O

N

DE

SC

AR

CH

P

RO

JE

CT

DT

M

B

PR

O

JE

CT

DM

VA

P

RO

JE

CT

BI

DS

CO

NS

TR

UC

TI

O

N

FI

NA

L

RE

CO

RD

M

AR

. 3 , 2

A1

A1

D E

P A

R T

M E

N T

O F

T E

C H

N O

LO

G

Y , M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

R O

B E

R T

C . H

A

LL

, R A

, N C

A R

B , D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

AP

PR

O

VE

D

A

LB

IO

N

N A

T

IO

N A

L G

U A

R D

A R

M O

R Y

B A

T T

E R

Y

R E

N O

V A

T E

A R

M O

R Y

E as t C o u rt S tr ee t

F lin t, M I 4

T 0- 8-w w w .s fa rc h .u s

H en ry S tr ee t

M u sk eg o n M I

T 1- 8-

PR

O

JE

CT

D

ES

CR

IP

TI

O

N

CI

TY

O F

AL

BI

O N, C

AL

HO

UN

C O

UN

TY

/6

/2

:5 :3

P

M

A 4.

S

JS

JS

F

M

JM

-0

1/4" = 1'-0"A4.1 Building Section 11

1/4" = 1'-0"A4.1 Building Section 22

1/2" = 1'-0"A4.1 Section - Trophy Case3

R E

V

IE

W

-1 -2

R E

V

IE

W

-3 -2

S T

A T

E R

E V

IE

W

-1

T.O. Masonry 12'-0"

17'-8" 6'-4"

W8x18 STL BEAM WITH 10"x8"x3/8" BASE PLATE WITH 4 - 3/4"x12" A.B. GROUT SOLID IN BLK CORES

8" STL CHANNEL

PERIMETER FRAMING

ALUM NOISING SET IN CONC

#4 NOSING BAR

6x6 2.6x2.6 WELDED WIRE FABRIC REINF

EXPANSION STRIP

RAMP BEYOND

5 1/2" THICK 4500 PSI 6 TO 8%

AIR ENTRAINED 4" SLUMP

CONC SIDEWALK AND STEPS

OVER MDOT CLASS II

COMPACTED FILL

CORNER LIMESTONE DATE

MARKER CENTER ON WALL

SEE TYP WALL SECTION

BRACE INTERIOR STUD WALLS 18 GA

STL STUD FASTEN TO BTM CHORD STL

JOIST AT 4'-0" O.C. MIN

MEMBRANE ROOFING OVER RIGID

INSULATION OVER MTL DECKING

OVER STL JOIST

2 - 6"X14 GA JOIST UNPUNCHED NESTLED IN TRACK LINTEL

4"X18 GA STL STUD FRAMING AT 16" O.C.

DAMPPROOFING

W8x18 WITH 15 1/2" x 1/4" STL PLATE WELD TO BTM FLANGE

PROVIDE 2 - 3/4"x8" STUD WELD TO PLATE GROUT SOLID

IN BLK CORE

60 MIL EDPM MEMBRANE ROOFING MECHANICALLY

FASTEN OVER 3/4" MIN RIGID TAPERED INSULATION

3/4" PLYWOOD DECKING

8"x14 GA STL JOIST AT 24" O.C.

PREFINISHED FLUSH MTL

SIDING SOFFIT

M A

T C

H E

X C

E

IL

IN

G

H E

IG

H

T L

O B

B Y

F

IE

LD

V

E R

IF

Y

9' -4

/8

1 1/2" DIA. STEEL

PIPE RAILINGS,

PAINTED

MAILROOM BEYOND - CARRY MASONRY TO UNDERSIDE OF ROOF DECK

REINF WALL WITH #4 BARS VERT AT 32" O.C. GROUT SOLID IN BLK CORES

FILL REMAINING CORES WITH 2NS SAND TYP

Ex. Ceiling 2 9'-4 3/8"

2.8

VESTIBULE

TREAD

1'-1"

WASH SLAB 3" (NOT SHOWN)

SEE CIVIL DWGS

PROVIDE RAILING SUPPORT BRACKETS AT

BOTH ENDS OF RAILING, SURFACE

MOUNTED W/ MIN. 2 - 3/8" EXPANSION

SHIELD ANCHOR BOLTS

1 1/2" NATURAL FINISH ALUMINUM RAILING

2' -1

0" H

O

LD

1'-0" MIN.

R

IS

E

7"

1'-0" MIN.

2' -1

0" H

O

LD

EXTEND RAILING 12" PAST TREAD EDGE

TOP & BOTTOM OF STAIR

2" 8"

3"

3 1/2" CAP FLASHING

MECHANICALLY FASTEN 60 MIL

EPDM MEMBRANE ROOFING

3/4" MIN TAPERED RIGID INSULATION

3/4" PLYWOOD DECKING

8"X14 GA STL JOIST

14 GA STL TRACK ATTACHED TO STL

CHANNEL 3/8 SELF TAPPING SCREWS

AT 12" O.C. TOP AND BTM

1 1/2"X12"X18 GA PREFINISHED MTL SOFFIT

DRIP EDGE

PREFINISHED 24 GA

MTL FASCIA OVER 1/2"

5 PLY PLYWOOD

HOLD DOWN CLEAT

WOL WD BLOCKING WITH

1/2" A.B. AT 24" O.C. PRE

PUNCH STL CHANNEL

4 1/8"

6"X1/4" PLATE WELD TO BTM FLANGE

CHANNEL TYP BEARING ENDS

PREFINISHED MTL CLOSURE CHANNEL BY SIDING SUPPLIER

12" POLYVINYL CHLORIDE

(P.V.C.) BOND BREAKER

8" CONCRETE CORNER

BLOCK

ELASTIC JOINT

SEALANT

4" FACE BRICK

ELASTIC JOINT SEALANT

EXIST BRICK/BLOCK WALL

BACKER ROD, TYP. @ EACH

SIDE

ELASTIC JOINT SEALANT,

TYP. @ EACH SIDE

BRICK/BLOCK WALL W/ 3"

INSULATION - REFER TO EXT.

WALL SECTIONS

1 1/2"X1 1/2"X 3/16" GAL STL

'WEATHERING' ANGLE 3/8"

EXPANSION ANCHORS

INTO MAS BED JOINTS

GROUT SOLID

BOND BREAKER

MASTIC

ELIMINATE HEAD-JOINT

MORTAR @ 24" O.C.

PROVIDE H&B QV

QUANDO-VENT AT ALL

WEEP HOLE LOCATIONS,

AND GRANULAR FILL AS

INDICATED, TYPICAL

60 MIL. (MIN.) NEOPRENE

MEMBRANE FLASHING.

APPLY MASTIC & SLIDE

UNDER RECEIVER

AIR SPACE, TYP. KEEP

CAVITY CLEAN OF

MORTAR

METAL RECEIVER

REFER TO SHEET

S101 FOR BRICK

LEDGE ELEVATION

FINISH FLOOR

5/8" THK. MOLD & MOISTURE

RESISTANT GYP. BD. (BOTH SIDES)

REFER TO FINISH PLAN & SCHEDULE

FOR SPECIFIED FLOORING & BASE

CONT. BED OF MOLD RESISTANT

SEALANT UNDER CHANNEL

CONT. BEAD OF MOLD RESISTANT

SILICONE ALONG BOTTOM EDGE OF

WALL BD (BOTH SIDES)

3 5/8"

3-5/8" (20 GA.) METAL STUDS @ 16" O.C.

SOUND INSULATION FULL HT. OF WALL

SECURITY PARTITION NOTES:

3-5/8" METAL STUD 24" O.C. PROVIDE ONE

LAYER 5/8" FIRE RATED GYP. BD. BOTH

SIDES OF WALL FROM CONCRETE SLAB

TO UNDERSIDE OF FIRE RATED GYP.

CEILING. - U.L. DESIGN U419. ANY

PENETRATIONS SHALL BE SEALED WITH A

U.L. APPROVED FIRE STOP SEALANT.

REFER TO FINISH PLAN &

SCHEDULE FOR SPECIFIED

FLOORING & BASE

1'-4"

4" BELDEN FACE BRICK

8" CONCRETE MASONRY

UNITS

3" RIGID INSULATION

1" AIR SPACE

P L

U R

I B

U

E

S U

N U

M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O

E N

A M

DA

TE

IS

SU

ED

F

O R

ID

EN

TI

FI

CA

TI

O N

NO

SH

EE

T P.

M

DR

AW

N

CH

EC

KE

D

DA

TE

RE

VI

SI

O

N

DE

SC

AR

CH

P

RO

JE

CT

DT

M

B

PR

O

JE

CT

DM

VA

P

RO

JE

CT

BI

DS

CO

NS

TR

UC

TI

O

N

FI

NA

L

RE

CO

RD

M

AR

. 3 , 2

A1

A1

D E

P A

R T

M E

N T

O F

T E

C H

N O

LO

G

Y , M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

R O

B E

R T

C . H

A

LL

, R A

, N C

A R

B , D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

AP

PR

O

VE

D

A

LB

IO

N

N A

T

IO

N A

L G

U A

R D

A R

M O

R Y

B A

T T

E R

Y

R E

N O

V A

T E

A R

M O

R Y

E as t C o u rt S tr ee t

F lin t, M I 4

T 0- 8-w w w .s fa rc h .u s

H en ry S tr ee t

M u sk eg o n M I

T 1- 8-

PR

O

JE

CT

D

ES

CR

IP

TI

O

N

CI

TY

O F

AL

BI

O N, C

AL

HO

UN

C O

UN

TY

/6

/2

:5 :3

P

M

A 4.

S

JS

JS

F

M

JM

-0

1/2" = 1'-0"A4.2 Section - Canopy1

1 1/2" = 1'-0"A4.2 Canopy Detail2

1" = 1'-0"A4.2 Expansion Joint A3

1" = 1'-0"A4.2 Expansion Joint B4

1" = 1'-0"A4.2 Masonry Cavity Termination5

1 1/2" = 1'-0"A4.2 Wall Type 2 Detail6

1 1/2" = 1'-0"A4.2 Wall Type 4 Detail7

R E

V

IE

W

-1 -2

R E

V

IE

W

-3 -2

S T

A T

E R

E V

IE

W

-1

1st Flr. Finish Grade -2'-4"

Basement Fin. Flr.

-12'-0"

9' -8

3'-0"

7' -4

REMOVE EX BULLNOSE

BLK FRAMED OPENING

TOOTH IN 8" BLK INFILL

REMOVE EX BULLNOSE

CONC/BLK LINTEL

EX

OPENING

Finish Floor 0"

8FT Ceiling 8'-0"

3'-4 3/4"2'-3"2'-6"2'-3"1 1/2"

4" 2'

-6

4"

2' -1

0"

REF. BY

OWNER

AREA FOR

MICROWAVE

AREA FOR

COFFEE

MAKER

PAINTED BLOCK

WALL

SCHEDULED

BASE

A5.0

A5.0

27" x 19" PLASTIC

LAMINATE

MICROWAVE

SHELF

A5.0

Finish Floor 0"

Ex. Ceiling 2 9'-4 3/8"

A4.1

3 LOCKED SLIDING GLASS

PANELS PER TROPHY CASE

WOOD CASING WITH TRIM

SCHEDULED BASE

Finish Floor 0"

Ex. Ceiling 1 8'-10 3/4"

REMOVE EX BULLNOSE BLK FRAMED

OPENING TOOTH IN 8" BLK INFILL

REMOVE EX BULLNOSE CONC/BLK LINTEL

EX OPENING

SCHEDULED BASE

Finish Floor 0"

8FT Ceiling 8'-0"

S1.1

9' -4

/8

10'-0"

LO

B

B Y

C E

IL

IN

G

STL STUD AND 5/8" GYP BRD

INFILL AT FORMER WINDOW

PROVIDE FIRE TREATED 2X8

BACKING BTW STUDS AT SHELF

FRP PANELS AND TRIM OVER

BRICK AND INFILL

SCHEDULED BASE

SUSPENDED 3 5/8"X 20 GA STL STUDS

AT 24" O.C. WITH 5/8" GYP BRD CEILING,

TYP. ALL GYP. BRD. CEILINGS

Ex. Ceiling 2 9'-4 3/8"

POWDER NAIL STEEL

CHANNELS INTO

MASONRY WALL AT

16" O.C.

9 GA GALVANIZED WIRE EA.

JOIST AT MID SPAN

SAWCUT AND REMOVE BRICK VENEER TO

RELOCATE EX LIMESTONE DATE MARKER SALVAGE

BRICK TO FILL IN WHERE MARKER REMOVED

INFILL BRICK AND BLOCK WHERE

WINDOW REMOVED TOOTH IN TYP

Finish Floor 0"

Ex. Ceiling 2 9'-4 3/8"

HI LOW DRINKING

FOUNTAINS W/

BOTTLE FILLER

S T

A N

D

IN

G H

E

IG

H T

T

O S

P O

U T

A D

A H

E

IG

H T

3' -0

M

A X

T O

S P

O U

T

Finish Floor 0"

8FT Ceiling 8'-0"

2' -1

0"

MINI FRIDGE

BY OWNER

SCHEDULED BASE

PROTECTIVE

PLUMBING SLEEVE,

TYP. ALL EXPOSED

LAVS

4'-9"

3' -2

24" x 36"

MIRROR

3/4" THK., 4" HIGH BACKSPLASH &

SIDE SPLASH WHERE NOTED ON

ELEVATIONS

1-1/2" THK. COUNTERTOP

3/4" THK. DOOR

NOTE:

CABINETS SHALL HAVE SILENCERS,

MINIMUM (2) PER DOOR OR DRAWER.

DRAWER W/ ACCURIDE FULL

EXTENSION ZINC BOX DRAWER

SLIDES SERIES 3832

MILLWORK CONTRACTOR SHALL

PROVIDE 24" WIDE X 18" HIGH

OPENING IN BACK OF BASE CABINET

FOR ACCESS TO TELEPHONE / DATA

& POWER OUTLETS WHERE REQ'D -

REFER TO POWER PLAN

4" BRUSHED CHROME WIRE PULL

3/4" THK. ADJUSTABLE SHELF -

WHITE MELAMINE

PRE-DRILLED HOLES - TYP.

O P

E N

1/

2"

4"

H E

IG

H

T P

E R

E

LE

V A

T

IO

N S

3"

2'-0"

1" OVERHANG

1"

** :: 5-1/2" TALL @ 34" HIGH COUNTERS

:: 6" TALL @ 36" HIGH COUNTERS

NOTE:

ALL DIMENSIONS ARE FINISH

DIMENSIONS

4" VINYL BASE

SINK - REFER TO PLUMBING SHEETS

1-1/2" THK. SOLID SURFACE

COUNTERTOP

3/4" THK., 4" HIGH BACKSPLASH &

SIDE SPLASH WHERE NOTED ON

ELEVATIONS

3/4" THK. DOOR

FIXED DRAWER FRONTS

MILLWORK CONTRACTOR SHALL

PROVIDE 24" WIDE X 18" HIGH

OPENING IN BACK OF BASE

CABINET FOR ACCESS TO

PLUMBING CONNECTIONS WHERE

REQ'D - REFER TO PLUMBING PLAN

4" BRUSHED CHROME WIRE PULL

O P

E N

1/

2"

1/ 2"

4"

2' -1

0" M

A X

3"

2'-0"

1" OVERHANG

2'-1"

1/

2"

1-1/2" THK. SHELF1'-7"

OUTLINE OF MICROWAVE

Finish Floor 0"

8' -6

C

E

IL

IN

G

8'-0"

4' -0

3'

-0

MARKER BOARD WITH TRAY &

OVERHEAD MAP RAIL ABOVE

SCHEDULED BASE

PAINT EX.

MASONRY WALL

P L

U R

I B

U

E

S U

N U

M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O

E N

A M

DA

TE

IS

SU

ED

F

O R

ID

EN

TI

FI

CA

TI

O N

NO

SH

EE

T P.

M

DR

AW

N

CH

EC

KE

D

DA

TE

RE

VI

SI

O

N

DE

SC

AR

CH

P

RO

JE

CT

DT

M

B

PR

O

JE

CT

DM

VA

P

RO

JE

CT

BI

DS

CO

NS

TR

UC

TI

O

N

FI

NA

L

RE

CO

RD

M

AR

. 3 , 2

A1

A1

D E

P A

R T

M E

N T

O F

T E

C H

N O

LO

G

Y , M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

R O

B E

R T

C . H

A

LL

, R A

, N C

A R

B , D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

AP

PR

O

VE

D

A

LB

IO

N

N A

T

IO

N A

L G

U A

R D

A R

M O

R Y

B A

T T

E R

Y

R E

N O

V A

T E

A R

M O

R Y

E as t C o u rt S tr ee t

F lin t, M I 4

T 0- 8-w w w .s fa rc h .u s

H en ry S tr ee t

M u sk eg o n M I

T 1- 8-

PR

O

JE

CT

D

ES

CR

IP

TI

O

N

CI

TY

O F

AL

BI

O N, C

AL

HO

UN

C O

UN

TY

/6

/2

:5 :3

P

M

A 5.

LJ

K

JS

F

M

JM

-0

1/2" = 1'-0"A5.0 Elevation 1 - a1

1/2" = 1'-0"A5.0 Break Room2

1/2" = 1'-0"A5.0 Entry Showcases5

1/2" = 1'-0"A5.0 Family Infill6

1/2" = 1'-0"A5.0 Janitor7

1/2" = 1'-0"A5.0 Vestibule Infill8

1/2" = 1'-0"A5.0 Drinking Fountain3

1/2" = 1'-0"A5.0 Lactation Room4

3/4" = 1'-0"A5.0 Base Cabinet10

3/4" = 1'-0"A5.0 Base Cabinet - 34" Tall @ Lounge Sink11

3/4" = 1'-0"A5.0 Microwave Shelf12

1/2" = 1'-0"A5.0 Classroom9

R E

V

IE

W

-1 -2

R E

V

IE

W

-3 -2

S T

A T

E R

E V

IE

W

-1

8FT Ceiling 8'-0"

SCHEDULED BASE

2' -0

24" x 36"

MIRROR

24" x 36"

MIRROR

24" x 36"

MIRROR

24" x 36"

MIRROR

TILE-2

4' -0

U

R

IN

A L

S C

R E

E N

1' -6

1'-6" 3'-7 1/2" 1" 1'-5" 1'-5" 1" 1'-5" 1'-5" 1" 1'-3" 1'-3" 1" 1'-3" 1'-3" 1" 1" 1'-3" 2'-6" 2'-6" 2'-6" 1'-3"

3" 2'

-4

6"

3' -0

3'

-2

PREFAB SINK &

COMPOSITE COUNTERTOP

W/ INTEGRAL SINKS,

APRON AT SHROUD, SEE

PLUMBING SHEET FOR

DETAILS

T O

S E

A T

H E

IG

H

T

1' -5

A

D A

NOTE: BALANCE TILE

EQUALLY ON WALL,

TYPICAL LATRINES

EQ 24'-0" EQ

Finish Floor 0"

8FT Ceiling 8'-0"

BENCH

SCHEDULED

BASE

15"W x 18"D LOCKERS ON 4"

BASE WITH SLOPED TOPS

PAINTED

BLOCK

Finish Floor 0"

8FT Ceiling 8'-0"

15"W x 18"D LOCKERS ON 4"

BASE WITH SLOPED TOPS

PAINTED

BLOCK

Finish Floor 0"

8FT Ceiling 8'-0"

SCHEDULED BASE

15"W x 18"D LOCKERS ON 4"

BASE WITH SLOPED TOPS

PAINTED BLOCK

Finish Floor 0"

8FT Ceiling 8'-0"

SHOWER CURTAIN

TOILET PARTITION

TILE-2

Finish Floor 0"

8FT Ceiling 8'-0"

SHOWER CURTAIN

TOILET PARTITION

Finish Floor 0"

8FT Ceiling 8'-0"

TILE-2

SCHEDULED BASE

24" x 36"

MIRROR

24" x 36"

MIRROR

24" x 36"

MIRROR

24" x 36"

MIRROR

3" 2'

-4

6"

1'-3"2'-6"2'-6"2'-6"1'-3"

3' -0

3'

-2

PREFAB SINK & COMPOSITE

COUNTERTOP W/ INTEGRAL

SINKS, APRON AT SHROUD, SEE

PLUMBING SHEET FOR DETAILS

Finish Floor 0"

8FT Ceiling 8'-0"

TILE-2

SCHEDULED

BASE

Finish Floor 0"

8FT Ceiling 8'-0"

SCHEDULED BASE

T O

S E

A T

1'-6"

TILE-2

Finish Floor 0"

8FT Ceiling 8'-0"

15"W x 18"D LOCKERS

ON 4" BASE WITH

SLOPED TOPS

PAINTED

BLOCK

Finish Floor 0"

8FT Ceiling 8'-0"

15"W x 18"D

LOCKERS ON 4"

BASE WITH

SLOPED TOPS

PAINTED

BLOCK

Finish Floor 0"

8FT Ceiling 8'-0"

SHOWER CURTAIN

TOILET PARTITION

TILE-2

Finish Floor 0"

8FT Ceiling 8'-0"

SHOWER CURTAIN

TOILET PARTITION

TILE-2

Finish Floor 0"

8FT Ceiling 8'-0"

6"

SCHEDULED

BASE

LOW PROFILE

HAND DRYER

3' -4

M

A X

1'-6" 2'-0" 4'-1 3/8"

PAPER TOWEL

DISPENSER

PREFAB SINK &

COMPOSITE

COUNTERTOP W/

INTEGRAL SINKS,

APRON AT SHROUD,

SEE PLUMBING SHEET

FOR DETAILS

TILE-2

Finish Floor 0"

8FT Ceiling 8'-0"

2'-0" 2'-0" 2'-0"

3' -4

M

A X

SCHEDULED

BASE

LOW PROFILE

HAND DRYER

PAPER TOWEL

DISPENSER

Finish Floor 0"

1' -4

10"

P L

U R

I B

U

E

S U

N U

M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O

E N

A M

DA

TE

IS

SU

ED

F

O R

ID

EN

TI

FI

CA

TI

O N

NO

SH

EE

T P.

M

DR

AW

N

CH

EC

KE

D

DA

TE

RE

VI

SI

O

N

DE

SC

AR

CH

P

RO

JE

CT

DT

M

B

PR

O

JE

CT

DM

VA

P

RO

JE

CT

BI

DS

CO

NS

TR

UC

TI

O

N

FI

NA

L

RE

CO

RD

M

AR

. 3 , 2

A1

A1

D E

P A

R T

M E

N T

O F

T E

C H

N O

LO

G

Y , M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

R O

B E

R T

C . H

A

LL

, R A

, N C

A R

B , D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

AP

PR

O

VE

D

A

LB

IO

N

N A

T

IO

N A

L G

U A

R D

A R

M O

R Y

B A

T T

E R

Y

R E

N O

V A

T E

A R

M O

R Y

E as t C o u rt S tr ee t

F lin t, M I 4

T 0- 8-w w w .s fa rc h .u s

H en ry S tr ee t

M u sk eg o n M I

T 1- 8-

PR

O

JE

CT

D

ES

CR

IP

TI

O

N

CI

TY

O F

AL

BI

O N, C

AL

HO

UN

C O

UN

TY

/6

/2

:5 :4

P

M

A 5.

LJ

K

JS

F

M

JM

-0

1/2" = 1'-0"A5.1 Men Toilet 11

1/2" = 1'-0"A5.1 Men Lockers 13

1/2" = 1'-0"A5.1 Men Lockers 24

1/2" = 1'-0"A5.1 Men Lockers 35

1/2" = 1'-0"A5.1 Men Shower 26

1/2" = 1'-0"A5.1 Men Shower 17

1/2" = 1'-0"A5.1 Women Toilet 18

1/2" = 1'-0"A5.1 Women Toilet 310

1/2" = 1'-0"A5.1 Women Toilet 411

1/2" = 1'-0"A5.1 Women Locker 112

1/2" = 1'-0"A5.1 Women Locker 213

1/2" = 1'-0"A5.1 Women Shower 114

1/2" = 1'-0"A5.1 Women Shower 215

1/2" = 1'-0"A5.1 Women Toilet 29

1/2" = 1'-0"A5.1 Men Toilet 22

3/4" = 1'-0"A5.1 Section 7 - Bench16

R E

V

IE

W

-1 -2

R E

V

IE

W

-3 -2

S T

A T

E R

E V

IE

W

-1

- A1 -

SINGLE ALUMINUM &

GLASS ENTRY DOOR

TEMP.

GLASS

VARIES

7' -0

4" 4"

4"

- B1 -

SINGLE FLUSH DOOR

- B2 -

SINGLE FLUSH DOOR

W/ VISION LITE

VARIES VARIES

8" 3"

8" 2'

-9

3' -7

M A

X . 1

S Q

IN

7' -0

7' -0

TEMP.

GLASS

- TYPE 1 -

HOLLOW METAL

FRAME

- TYPE 2 -

ALUMINUM FRAME

2" 7'

-0

2" VARIES 2"

7' -0

2"

2" VARIES 2"

1'-0" MIN.

1'-6" MIN.

4" U.N.O.

X X

X .X

SIGNAGE, ROOM NO. & 2

INSERTION LINES EA. SIGN

4"

SWITCH

THERMOSTAT

GENERAL POWER &

COMMUNICATION

RECEPTACLES

DOOR & FRAME

(WHERE APPLICABLE)

6" E

Q

E Q

9"

1' -4

3' -0

3' -8

5' -6

6"

1/4" TEMPERED GLASS

VISION PANEL (WHERE

APPLICABLE)

ARMOR OR KICK PLATE

(WHERE APPLICABLE)

TOP OF FRP

@ 48" AFF

WALL BASE

ROOM #

INSERTION LINE

INSERTION LINE

1"

3/ 4"

3/ 4"

1/

2"

3/4" THK. LAMINATE

SILL W/ 1-1/2" FACE -

LAMINATE ON ALL

EXPOSED SURFACES

SILICONE JOINT AT

FRAME

EX. WALL STRUCTURE

STANDARD FINISHES SCHEDULE

FLOORING

CARPET TILE:

C-01 SHAW 'PLACES' CARPET TILE

24" x 24" FULLY-ADHERED CARPET TILE

STYLE: 'SEA TILE' 5T172

COLOR: SKYLINE 72500

OFFICES

INSTALL: ASHLAR PATTERN

CONTACT: DREW PENNINGTON, SHAW CONTRACT GROUP

(E) drew.pennington@shawinc.com

(P) 248.310.9031

LUXURY VINYL TILE:

LVP-1 SHAW HARD SURFACE LUXURY VINYL PLANK

9" x 48" FULLY-ADHERED VINYL PLANK

COLLECTION: COVE 0927V

STYLE: 'GESSO' 27520

COLOR: TBD

INSTALL: ALIGN W/ LONGEST SPAN OF CORRIDOR,

ASHLAR PATTERN

CONTACT: DREW PENNINGTON, SHAW CONTRACT GROUP

(E) drew.pennington@shawinc.com

(P) 248.310.9031

PORCELAIN TILE:

TILE-1 ATLAS CONCORDE

COLLECTION: COVE

COLOR: PEBBLE

SIZE: 10" x 8 1/2" HEX

TOILET ROOM, JANITOR FLOORS

TILE-2 ATLAS CONCORDE

COLLECTION: COVE

COLOR: LINEN

SIZE: 12" x 24"

INSTALL: HORIZONTAL STACK BOND, BALANCE TILE

EQUALLY

TOILET ROOM WALLS

TILE-3 ATLAS CONCORDE

COLLECTION: COVE

COLOR: LINEN

SIZE: 10" x 8 1/2" HEX

LACTATION ROOM FLOOR

SEALED CONCRETE:

CONC DUR-A-FLEX DUR-A-SHIELD

COLOR: CLEAR

CONTACT: DUR-A-FLEX

RESINOUS FLOORING:

RF-1 DUR-A-FLEX HYBRI-FLEX-EC

COLOR: MACRO-CHIP 'PEWTER' SATIN FINISH

CONTACT: DUR-A-FLEX

RUBBER FLOORING:

RBR-1 ROPPE SHEET RUBBER

STYLE: ENVIRE RUBBER SHEET

COLOR: S123 CHARCOAL

BASE:

B-1 ROPPE PINNACLE 4" RUBBER WALL BASE

PROFILE: STANDARD TOE 4"

COLOR: CHARCOAL 123

ALL INSTANCES, U.N.O.

B-2 DUR-A-FLEX DUR-A-CHIP

4" HIGH INTEGRAL RESINOUS COVE

COLOR: EARTHSTONE CHIP BLENDS 'FOSSIL'

DUR-A-FLEX: REFER TO RF-01 ABOVE

FOR USE WITH RF-01 @ ALL INSTANCES

B-3 ATLAS CONCORDE

COLLECTION: COVE

COLOR: PEBBLE

SIZE: 6" x 12" COVE BASE

B-4 ATLAS CONCORDE

COLLECTION: COVE

COLOR: LINEN

SIZE: 6" x 12" COVE BASE

WALL PROTECTION

RIGID SHEET:

WP-1 CRANE COMPOSITES

GLASBORD 0.090" THICK

TEXTURE: EMBOSSED FINISH

COLOR: 'PEARL GRAY'

JANITOR CLOSET

INSTALLED TO CEILING - VERTICAL JOINTS TO BE TRIM OR

CAULK TO MATCH COLOR OF SHEET, CLASS ‘C’ TYPICAL;

CLASS ‘A’ WHERE REQ’D

WP-2 CRANE COMPOSITES

VARIETEX 0.090" THICK

SATIN FINISH

COLOR: 'SHELTER COVE'

INSTALLED TO 48” AFF - VERTICAL JOINTS TO BE CAULKJOINTS

TO MATCH COLOR OF SHEET, CLASS ‘C’ TYPICAL; CLASS ‘A’

WHERE REQ’D

WP-3 CRANE COMPOSITES

FSI GLASBORD .075” THICK

TEXTURE: CLASS A SMOOTH FINISH

COLOR: 'WHITE' 85

PAINT:

P-1 FIELD COLOR

SHERWIN WILLIAMS 'SW 7070' 'SITE WHITE'

NO-VOC / EGG-SHELL

ALL LOCATIONS RECEIVING PAINT, U.N.O.

P-2 ACCENT COLOR

SHERWIN WILLIAMS 'SW 9143' 'CADET'

NO-VOC / EGG-SHELL

OFFICE ACCENT WALLS

P-3 ACCENT COLOR

SHERWIN WILLIAMS 'SW 9153' 'MOONLIT ORCHID'

NO-VOC / EGG-SHELL

LACTATION ROOM

P-4 DOOR FRAMES

SHERWIN WILLIAMS 'SW 9565' 'FORGED STEEL'

LOW/NO-VOC / SEMI-GLOSS

HOLLOW METAL DOOR FRAMES

GROUT:

GR-01 TILE GROUT

LATICRETE

'NATURAL GREY' 24

TOILET ROOMS, LACTATION, JANITOR

CEILING SYSTEMS:

ACT-01 ACOUSTIC CEILING TILE

ARMSTRONG "CORTEGA" SQUARE LAY-IN 24" X 24"

WHITE ARMSTRONG

PRELUDE 15/16" GRID (WHITE)

MTL METAL PANEL CEILING

PNL MATCH EXISTING

LAMINATE:

BREAK ROOM COUNTERTOPS:

WILSONART

ICE MIST 5045

52 QUARRY TEXTURE

BREAK ROOM CABINETS:

WILSONART

PORTICO TEAK 8210

12 SOFTGRAIN

TOILET PARTITIONS:

METPAR

STYLE: POWDER COATED STEEL

COLOR: NICKEL SILVER - 304

BRICK:

BEDEN BRICK

STYLE: SUNBURST BLEND

COLOR: BUFF

1/

2"

CAULK FRAME TO

MASONRY TYP

FRAME ANCHORS

IMBED IN BED JOINTS

MIN 3 PER JAMB

BULLNOSE CORNER BLK

5 1/2" CAULK FRAME TO

MASONRY TYP

PRECAST CONC

LINTEL BULLNOSED

SCORED TO LOOK

LIKE BLOCK

HEAD

JAMB

1/

2"

CAULK FRAME TO

GYP BRD

2 - 6"X14 GA STL

JOIST NESTLE IN

TRACKS

CAULK FRAME TO GYP BRD

3 5/8"X20 GA STL STUDS

5/8" GYP BRD

HEAD

JAMB

NESTLED WD STUD/BLOCKING

HEAD

JAMB

2" HOLLOW METAL

JAMB SECTION W/ (3)

ANCHORS PER JAMB

STEEL LINTEL REFER TO

FRAMING PLAN

2" HOLLOW METAL

HEAD SECTION

8" OR 12" CMU

CAULK

DOOR REFER TO SCHEDULE

CAULK

8" OR 12" CMU

CAULK

CAULK

CONC. BLOCK

Finish Floor 0"

Ex. Ceiling 2 9'-4 3/8"

2" 1'-3" 2" 3'-0" 2" 3'-0" 2" 3'-0" 2" 1'-3" 2"

12'-6"

2" 2'

-0

/8

2" 4'

-0

2" 2'

-6

4"

2' -4

/8

7'

-0

LAMINATE PANEL

(LP)

TINTED GLASS

(TG)

TG

LP

TG TG TGTG

TG

TG TG TG

P L

U R

I B

U

E

S U

N U

M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O

E N

A M

DA

TE

IS

SU

ED

F

O R

ID

EN

TI

FI

CA

TI

O N

NO

SH

EE

T P.

M

DR

AW

N

CH

EC

KE

D

DA

TE

RE

VI

SI

O

N

DE

SC

AR

CH

P

RO

JE

CT

DT

M

B

PR

O

JE

CT

DM

VA

P

RO

JE

CT

BI

DS

CO

NS

TR

UC

TI

O

N

FI

NA

L

RE

CO

RD

M

AR

. 3 , 2

A1

A1

D E

P A

R T

M E

N T

O F

T E

C H

N O

LO

G

Y , M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

R O

B E

R T

C . H

A

LL

, R A

, N C

A R

B , D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

AP

PR

O

VE

D

A

LB

IO

N

N A

T

IO

N A

L G

U A

R D

A R

M O

R Y

B A

T T

E R

Y

R E

N O

V A

T E

A R

M O

R Y

E as t C o u rt S tr ee t

F lin t, M I 4

T 0- 8-w w w .s fa rc h .u s

H en ry S tr ee t

M u sk eg o n M I

T 1- 8-

PR

O

JE

CT

D

ES

CR

IP

TI

O

N

CI

TY

O F

AL

BI

O N, C

AL

HO

UN

C O

UN

TY

/6

/2

:5 :4

P

M

A 6.

LJ

K

JS

F

M

JM

-0

DOOR SCHEDULE

DOOR

NO.

DOOR FRAME HARDWARE

SET COMMENTSTYPE WIDTH HEIGHT MATERIAL THICKNESS TYPE FINISH

001 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 01

002 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 02

003 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 03

100 A1 3'-0" 7'-0" ALUMINUM & GLASS 1 3/4" 2 CLEAR ANODIZED 04 TINTED GLASS

101 A1 3'-0" 7'-0" ALUMINUM & GLASS 1 3/4" 2 CLEAR ANODIZED 05 TINTED GLASS

102 A1 3'-0" 7'-0" ALUMINUM & GLASS 1 3/4" 2 CLEAR ANODIZED 05 TINTED GLASS

103 A1 3'-0" 7'-0" ALUMINUM & GLASS 1 3/4" 2 CLEAR ANODIZED 06 TINTED GLASS

104 A1 3'-0" 7'-0" ALUMINUM & GLASS 1 3/4" 2 CLEAR ANODIZED 06 TINTED GLASS

105 A1 3'-0" 7'-0" ALUMINUM & GLASS 1 3/4" 2 CLEAR ANODIZED 06 TINTED GLASS

106 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 07

107 B1 3'-0" 7'-0" 1 3/4" 1 PAINT 08 BLAST DOOR

108 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 09

109 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 02

110 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 02

111 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 10 PUSH PULL DOOR W/ BOTTOM KICK PLATE & PUSH PLATE

112 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 11 BOLT W/ PUSH/PULL HARDWARE

113 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 10 PUSH PULL DOOR W/ BOTTOM KICK PLATE & PUSH PLATE

114 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 11 BOLT W/ PUSH/PULL HARDWARE

115 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 08

116 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 12 CLASSROOM LOCK W/ "OCCUPIED"/"UNOCCUPIED" BOLT

117 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 13

118 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 02

119 B1 3'-0" 7'-0" H.M. 1 3/4" 1 PAINT 02

WINDOW SCHEDULE

TYPE COUNT DESCRIPTION WIDTH HEIGHT SILL HEIGHT HEAD HEIGHT

A 6 SINGLE HUNG 4'-0" 4'-8 3/8" 2'-5 3/8" 7'-1 3/4"

B 1 INSULATED BLAST PANEL 4'-0" 4'-8 3/8" 2'-5 3/8" 7'-1 3/4"

C 2 SINGLE HUNG IN EXISTING OPENING 3'-8 7/8" 4'-8 3/8" 2'-5 3/8" 7'-1 3/4"

Grand total: 9

ROOM SCHEDULE

NO. NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH CEILING HEIGHT COMMENTS

003 PASSAGE LVP-1 B-1 PAINT EXIST.

004 SGT OFFICE CPT-1 B-1 PAINT EXIST.

005 COMM CPT-1 B-1 PAINT EXIST.

006 PLATOON SGT CPT-1 B-1 PAINT EXIST.

007 PHYSICAL TRAINING RBR-1 B-1 PAINT EXIST.

008 VAULT CONC PAINT EXIST.

010 ADJUST FIRE SIM RF-1 B-2 PAINT EXIST.

011 LEARNING CPT-1 B-1 PAINT EXIST.

118 DRILL HALL #18 RF-1 B-2 PAINT EXIST.

119 C.O. CPT-1 B-1 PAINT EXIST.

120 SGT CPT-1 B-1 PAINT EXIST.

121 EX. ADMIN CPT-1 B-1 PAINT EXIST.

122 NEW BLDG MAINT LVP-1 B-1 PAINT GYP. BD. 8'-0"

123 LOBBY RF-1 B-2 PAINT GYP. BD./EXIST. 9'-4"

124 RECRUITING CPT-1 B-01 PAINT GYP. BD. 8'-0"

125 FAMILY CPT-1 B-1 PAINT EXIST.

126 CLASS RM. #26 LVP-1 B-1 PAINT ACT-1 8'-0"

127 CLASS RM. #27 LVP-1 B-1 PAINT ACT-1 8'-0"

128 CLASS RM. #28 LVP-1 B-1 PAINT ACT-1 8'-0"

132 DAY ROOM #32 EXISTING EXISTING PAINT ACT-2

134 NEW IT LVP-1 B-1 PAINT GYP. BD. 8'-0"

135 VESTIBULE RF-1 B-2 PAINT GYP. BD. 9'-4"

136 OPEN OFFICE AREA CPT-1 B-1 PAINT ACT-1 8'-0"

137 MAIL CPT-1 B-1 PAINT ACT-1 8'-0"

138 ADMIN CPT-1 B-1 PAINT ACT-1 8'-0"

139 READINESS CPT-1 B-1 PAINT ACT-1 8'-0"

140 TRAINING CPT-1 B-1 PAINT ACT-1 8'-0"

141 WOMEN LATRINE TILE-1 B-3 PAINT, TILE GYP. BD. 8'-0"

142 WOMEN SHOWER TILE-1 B-3 PAINT, TILE GYP. BD. 8'-0"

143 MEN LATRINE TILE-1 B-3 PAINT, TILE GYP. BD. 8'-0"

144 MEN SHOWER TILE-1 B-3 PAINT GYP. BD. 8'-0"

145 BREAK ROOM LVP-1 B-01 PAINT ACT-1 8'-0"

146 LACTATION ROOM TILE-1 B-3 PAINT, TILE GYP. BD. 8'-0"

147 JANITOR TILE-1 B-3 PAINT GYP. BD. 8'-0"

1/4" = 1'-0" Door Type Legend

1/4" = 1'-0" Frame Type Legend

1/2" = 1'-0"A6.0 Typical Door Location4

3/4" = 1'-0"A6.0 Typical Hardware, Signage & Device Mounting Heights6

1 1/2" = 1'-0"A6.0 Window Sill Section Detail5

1 1/2" = 1'-0"A6.0 Door Jamb2

1 1/2" = 1'-0"A6.0 Interior Door Detail3

3/8" = 1'-0"A6.0 Storefront Entry01

NOTE: SEE WALL FINISH PLAN FOR ACCENT PAINT LOCATIONS

R E

V

IE

W

-1 -2

R E

V

IE

W

-3 -2

S T

A T

E R

E V

IE

W

-1

READINESS TRAINING

ADMIN

MAIL

LACTATION

ROOM

JANITOR

NEW IT

NEW BLDG

MAINT

STAIR #1

LOBBY

RECRUITING

FAMILY

CLASS RM.

#27

AUDIO/VID

STORAGE

TABLE AND

CHAIR

UNISEX

EX. ADMINSGT

C.O.

LOBBY

CLASS RM.

#26

CLASS RM.

#28

AUDIO/VID

STORAGE

DAY ROOM

#32

CORRIDOR

STAIR #2

TABLE AND

CHAIR

DRILL HALL

#18

UNISEX

LVP-1

CPT-1

CPT-1

CPT-1CPT-1

CPT-1

TILE-1

CPT-1

CPT-1

CPT-1

CPT-1 CPT-1

LVP-1

RF-1

TILE-3

TILE-1

LVP-1 LVP-1

TILE-1

WOMEN

LATRINE

WOMEN

SHOWER

MEN

LATRINE

BREAK

ROOM

MEN

SHOWER

TILE-1

TILE-1

VESTIBULE

RF-1

RF-1

LVP-1

LVP-1

OPEN

OFFICE

AREA

B-2 B-2

B-2 B-2

RECESSED WALK-

OFF MATS

SLOPE FLOOR TO DRAIN, TYP.

SHOWER ROOMS

P-2

P-2 P-2

P-2

P-2

P-2

P-2

TILE-2

ALL

WALLS

TILE-2

ALL

SHOWER

WALLS

TILE-2

ALL

WALLS

B-2 B-2

B-2 B-2

B-2

B-2

B-2

TILE-2

ALL

SHOWER

WALLS

P-3

ALL

WALLS

WP-1

ALL

WALLS

B-2 B-3 B-4

B-4 B-3

B-3

B-3

B-3 B-3

B-3

B-3

B-3

B-3

B-3

B-3

B-3

B-3

B-3

B-3

RF-1 TILE-4

RF-1

RF-1 TILE-1

R F

-1 C

P T

-1

R F

-1 T

IL

E

-1

R F

-1 T

IL

E

-1

R F

-1

LV

P -1

RF-1CPT-1

LV

P

-1 C

P T

-1

LV

P

-1 R

F -1

RF-1 CPT-1

RF-1 CPT-1

R F

-1

LV

P -1

E X

IS

T

LV

P

-1

E X

IS

T

LV

P

-1

EXISTLVP-1

R F

-1 E

X

IS

T

FLOOR FINISH PLAN LEGEND

CONC

SEALED

CONCRETE

CPT-1

CARPET TILE

X-X FLOOR FINISH TAG

FLOORING

TRANSITION TAG

XX-X XX-X

BASE TAG NOTE:

BASE TAG DESIGNATES CHANGE FROM

ONE BASE TO ANOTHER AT FLOOR OR

SPACE TRANSITIONS.

B-X

BASE TYPE TAG

BASE B-01 UNLESS

NOTED OTHERWISE.

RF-1

EPOXY

FLOORING

RBR-1

RUBBER

FLOORING

LVP-1

LUXURY

VINYL PLANK

TILE-1,3

PORCELAIN

TILE

ASB

ASBESTOS

TILE

TILE

DEMOLISHED

CERAMIC TILE

FUTURE

SUPPLY

ENTRY

CORRIDOR

TOILET

INTERIOR

DOCK

OFFICE

PHYSICAL

TRAINING

COMM

PLATOON

SGT

ADJUST FIRE

SIM

LEARNING

OFFICE SUPNBCPLATOON 1PLATOON 2

RBR-1

NEW RUBBER FLOORING

OVER EXISTING FLOOR

RF-1

CORRIDOR/

STAIR #2

VAULT

PASSAGE

STAIR #1

PASSAGE

CPT-1

CONC

B-2

SGT OFFICE

B-2

B-2B-2

CPT-1 CPT-1

LVP-1

RF-1EXIST

R B

R -1

E X

IS

T

E X

IS

T

C P

T -1

EXIST LVP-1 LVP-1 RBR-1

LV

P

-1 C

P T

-1

P-2P-2

CPT-1

CPT-1EXIST

THERMALLY BROKEN ALUM.

THRESHOLD PER A.D.A. REQ.

ENTRY THRESHOLD

(ENTRY) TO

RESINOUS FLOORING

(RF-1)

ENTRY RF-1

LIQUID-APPLIED RESINOUS FLOORING (RF-1)

LUXURY VINYL

PLANK (LVP-1) TO

RUBBER (RBR-1)

LVP-1 RBR-1

RUBBER (RBR-1)

LUXURY VINYL PLANK (LVP-1)

FEATHER THICKNESS OF VINYL SHEET

FLOORING TO ACHIEVE FLUSH TRANSITION

BTW FLOORING TYPES

CARPET (CPT-1) TO

LIQUID-APPLIED

RESINOUS FLOORING

(RF-1)

CPT-1 RF-1

LIQUID-APPLIED RESINOUS FLOORING (RF-1)

CARPET (CPT-1)

POUR FLOORING (RF-1) FLUSH TRANSITION

STRIP VINYL FLOORING (CPT-1)

STAINLESS STEEL TRANSITION STRIP

SCHLUTER 5/16" RENO-U

PORCELAIN TILE

(TILE-1,3) TO LIQUID-

APPLIED RESINOUS

FLOORING (RF-1)

TILE RF-1

LIQUID-APPLIED RESINOUS FLOORING (RF-1)

PORCELAIN TILE

POUR FLOORING (RF-1) FLUSH

TRANSITION STRIP TILE FLOORING

STAINLESS STEEL TRANSITION STRIP

SCHLUTER 5/16" RENO-U

LUXURY VINYL PLANK

(LVP-1) TO LIQUID-

APPLIED RESINOUS

FLOORING (RF-1)

LVP-1 RF-1

LIQUID-APPLIED RESINOUS FLOORING

(RF-1)

LUXURY VINYL PLANK (LVP-1)

POUR FLOORING (RF-1) FLUSH TRANSITION

STRIP LUXURY VINYL PLANK FLOORING (LVP-1)

STAINLESS STEEL TRANSITION STRIP

SCHLUTER 5/16" RENO-U

LUXURY VINYL

PLANK (LVP-1) TO

CARPET (CPT-1)

LVP-1 CPT-1

CARPET (CPT-1)

LUXURY VINYL PLANK (LVP-1)

RESILIENT TRANSITION INSTALLED

PRIOR TO CARPET INSTALL; REFER TO

SPECS FOR COLOR

1/ 2"

FLOOR FINISH NOTES

1. FLOOR SURFACE TO BE CLEAN, SOUND AND MOISTURE FREE PRIOR TO INSTALLING ALL FLOOR FINISHES.

2. ALL DIRT, DUST, LAITANCE, CURING COMPOUNDS, GLUE AND DELAMINATING MATERIALS MUST BE REMOVED PRIOR

TO ANY MATERIAL APPLICATIONS.

3. FOR APPLICATION OF RESINOUS FLOORING (RF-1), SURFACES SHALL BE PREAPARED BY BEAD BLASTING, GRINDING, SANDING OR OTHER APPROVED METHODS OF MECHANICAL REMOVAL.

4. APPLY RESINOUS FLOORING AND COVE BASE (RF-1 & B-2) TO HEIGHT SPECIFICATIONS AS SHOWN ON DRAWINGS AT

ALL AREAS WHERE FLOORING COMES IN CONTACT WITH ANY WALL. MATERIAL SHALL BE APPLIED TO FLOOR AREAS UNDER CABINETS FROM COVE BASE TO FRONT OF CABINETS. MATERIAL SHALL BE SLOPED FROM THE COVE BASE TO THE FRONT OF THE CABINETS WITH A VERY EVEN STOP POINT SO ADJACENT FLOORING MATERIAL WILL BUTT UP AGAINST RESINOUS FLOORING. BUTT EDGE SHALL NOT BE ANY THICKER THAN ADJACENT FLOORING MATERIALS, ALLOWING FOR A SMOOTH TRANSITION.

5. APPLY RESINOUS FLOORING AND BASE PER MANUFACTURERS INSTALLATION INSTRUCTIONS. CONSIDERATION AND CARE SHOULD BE GIVEN TO THE EDGE OF ADJACENT MATERIAL FOR A STRAIGHT CLEAN & SMOOTH TRANSITION

FROM ONE PRODUCT TO THE NEXT.

P L

U R

I B

U

E

S U

N U

M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O

E N

A M

DA

TE

IS

SU

ED

F

O R

ID

EN

TI

FI

CA

TI

O N

NO

SH

EE

T P.

M

DR

AW

N

CH

EC

KE

D

DA

TE

RE

VI

SI

O

N

DE

SC

AR

CH

P

RO

JE

CT

DT

M

B

PR

O

JE

CT

DM

VA

P

RO

JE

CT

BI

DS

CO

NS

TR

UC

TI

O

N

FI

NA

L

RE

CO

RD

M

AR

. 3 , 2

A1

A1

D E

P A

R T

M E

N T

O F

T E

C H

N O

LO

G

Y , M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

R O

B E

R T

C . H

A

LL

, R A

, N C

A R

B , D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

AP

PR

O

VE

D

A

LB

IO

N

N A

T

IO

N A

L G

U A

R D

A R

M O

R Y

B A

T T

E R

Y

R E

N O

V A

T E

A R

M O

R Y

E as t C o u rt S tr ee t

F lin t, M I 4

T 0- 8-w w w .s fa rc h .u s

H en ry S tr ee t

M u sk eg o n M I

T 1- 8-

PR

O

JE

CT

D

ES

CR

IP

TI

O

N

CI

TY

O F

AL

BI

O N, C

AL

HO

UN

C O

UN

TY

/6

/2

:5 :5

P

M

A 6.

LJ

K

JS

F

M

JM

-0

1/8" = 1'-0"A6.1 Finish Plan - Main Level1

1/8" = 1'-0"A6.1 Finish Plan - Lower Level Renovations2

6" = 1'-0"A6.1 Flooring Transition Details3

R E

V

IE

W

-1 -2

R E

V

IE

W

-3 -2

S T

A T

E R

E V

IE

W

-1

T.O. Masonry 2 9'-9"

1 1/2" MTL DECKING

1" RIGID INSULATION

ASPHALT BUILT-UP ROOFING

RE-ROOFED MEMBRANE ROOFING

OVER RIGID INSULATION

WOL BLOCKING

RE-ROOFED GRAVEL

STOP COPING

EX/ORIGINAL 3 1/2"

COPING

1/4"x8" 'FLEXBOARD'

FASCIA

OPEN WEB STL JOIST

EXISTING MASONRY WALL

T.O. Masonry 12'-0"

Ex. Ceiling 2 9'-4 3/8"

EX 3"+/- RIGID INSULATION

ORIGINAL ROOF 1"

EX 1-1/2" MTL DECKING

STL JOIST

EXISTING WALL AND ROOF

NEW ADDITION

3/8" BEARING PLATE WITH 3/8"

STUDS GROUT SOLID IN BLOCK

CORE

IMBEDDED REGLET AND

COUNTERFLASHING

60 MIL MEMBRANE ROOFING GLUE

TO EXISTING MEMBRANE ROOFING

CANT STRIP

PREFINISHED COPING TO MATCH

EXISTING PROFILE AND COLOR

HOLD DOWN CLEAT

NEW 8" CONC BLOCK AND 4" BRICK WALL

ON TOP OF EXISTING MASONRY WALL

ROMOVE EXISTING MEMBRANE

ROOFING, RIGID INSULATION,

AND 3" MTL DECKING

SAWCUT AND REMOVE EXISTING

ROOFING, INSULATION, AND MTL

DECKING AS REQUIRED TO HAVE NEW

MASONRY WALL BEAR ON EXISTING

W8x21 BEAM WITH 12"x 1/4" STL

PLATE WELD TO BTM FLANGE

1/2"x8" STUD WELD TO PLATE AT

EX BLK CORE GROUT SOLID

60 MIL EPDM MEMBRANE ROOFING MECHANICALLY FASTEN

OVER 2" ISOGUARD HD COVER BRD + 4" (R-34.7) RIGID

POLYISOCYANURATE INSULATION OVER 1 1/2" 22 GA MTL

DECKING OVER OPEN WEB STL JOIST

Finish Floor 0"

T.O. Masonry 12'-0"

8FT Ceiling 8'-0"

'-1

/8

5 1/2"

60 MIL DAMPROOFING

3/8" WEEPHOLES

3 1/2"X3 1/2"X 5/16" STL ANGLE LINTLES

ALUM SASH CONT CAULK

SASH TO BRICK VENEER

MARBLE SILL

ALUM SASH CONT CAULK

SASH TO BLOCK

5 1/2" 4500 PSI CONC SLAB

REINF WITH 6x6 2.6x2.6

WWF OVER 6 MIL

POLYETHYLENE VAPOR

BARRIER OVER

COMPACTED FILL

BASE

#4 DOWELS AT 24"

O.C. GROUT SOLID IN

BLK CORE

WEEPHOLES AT 24" 0.C.

FINISH GRADE SLOPE AWAY

FROM BLDG WALL 2% MIN

4" NOMINAL BRICK VENEER

3" RIGID EXTRUDED POLYSTYRENE INSULATION

9 GA LADDER TYPE REINF AT 24" O.C. VERT

8" NOMINAL CONC BLOCK TYP

2" RIGID EXTRUDED POLYSTRYENE PERIMETER

INSULATION MIN 36" BELOW EXTERIOR FINISH

GRADE

4" MIN TOPSOIL

12" CONC BLOCK

16" CONC BLOCK GROUT CORES

SOLID BELOW GRADE TYP

#4 BAR DOWELS AT 4'-0"

O.C. AT EA VERT. BAR

2'-6"X1'-2" 3000 PSI CONC FOOTING

REINF WITH 3 - #5 BARS CONT

COMPACTED TO 95%

MDOT CLASS II FILL OR

APPROVE STONE BASE

CONT BOND BEAM 3000 PSI GROUT

MIX REINF WITH 2 - #4 BARS CONT

HOLD DOWN CLEAT

3 1/2" PREFINISHED COPING TO MATCH

EX BUILDING PROFILE AND COLOR

2X12 WOL WD TOP PLATE

2x8 WOL WD TOP PLATE WITH 1/2"x8" A.B. AT

4'-0" O.C. GROUT SOLID IN BLK CORE

60 MIL DAMPROOFING

BEARING PLATESTL JOIST

60 MIL EPDM MEMBRANE ROOFING

MECHANICALLY FASTEN OVER 1/2"

ISOGUARD HD COVER BRD + 5 1/2" (R-34.7)

RIGID POLYISOCYANURATE INSULATION

OVER 1 1/2" 22 GA MTL DECKING OVER OPEN

WEB STL JOIST

PROVIDE #4 BARS VERT CONT FROM

FOOTINGS TO BOND BEAM AT 4'-0" O.C. AT

BUILDING CORNERS AND BOTH SIDES OF

OPENINGS GROUT SOLID IN BLOCK CORES

SLOPED PRECAST CONC SILL

PAINTED WHITE MATCH EXISTING

USE BULLNOSE BLK TO FRAME

OPENING TYP

HOLD DOWN CLEAT

3 1/2" PREFINISHED COPING TO MATCH

EX BUILDING PROFILE AND COLOR

2x12 WOL WD TOP PLATE

2x8 WOL WD TOP PLATE WITH 1/2"x8" A.B.

AT 4'-0" O.C. GROUT SOLID IN BLK CORE

60 MIL EPDM MEMBRANE ROOFING

MECHANICALLY FASTEN OVER 1/2" ISOGUARD

HD COVER BRD + 5 1/2" (R-34.7) RIGID

POLYISOCYANURATE INSULATION OVER 1 1/2"

22 GA MTL DECKING OVER OPEN WEB STL JOIST

5 1/2" 4500 PSI CONC SLAB

REINF WITH 6x6 2.9x2.9 WWF

OVER 6 MIL POLYETHYLENE

VAPOR BARRIER OVER

COMPACTED FILL

BASE

#4 DOWELS AT 24"

O.C. GROUT SOLID IN

BLK CORE

WEEPHOLES AT 24" 0.C.

FINISH GRADE SLOPE AWAY

FROM BLDG WALL 2% MIN

4" NOMINAL BRICK VENEER

3" RIGID EXTRUDED POLYSTYRENE

INSULATION

9 GA LADDER TYPE REINF AT 24" O.C.

VERT

8" NOMINAL CONC BLOCK FOAM

INSULATE BLK CORES ABOVE GRADE

TYP

2" RIGID EXTRUDED POLYSTRYENE

PERIMETER INSULATION MIN 36"

BELOW EXTERIOR FINISH GRADE

60 MIL DAMPROOFING

STL JOIST BOND BEAM

P L

U R

I B

U

E

S U

N U

M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O

E N

A M

DA

TE

IS

SU

ED

F

O R

ID

EN

TI

FI

CA

TI

O N

NO

SH

EE

T P.

M

DR

AW

N

CH

EC

KE

D

DA

TE

RE

VI

SI

O

N

DE

SC

AR

CH

P

RO

JE

CT

DT

M

B

PR

O

JE

CT

DM

VA

P

RO

JE

CT

BI

DS

CO

NS

TR

UC

TI

O

N

FI

NA

L

RE

CO

RD

M

AR

. 3 , 2

A1

A1

D E

P A

R T

M E

N T

O F

T E

C H

N O

LO

G

Y , M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

R O

B E

R T

C . H

A

LL

, R A

, N C

A R

B , D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

AP

PR

O

VE

D

A

LB

IO

N

N A

T

IO

N A

L G

U A

R D

A R

M O

R Y

B A

T T

E R

Y

R E

N O

V A

T E

A R

M O

R Y

E as t C o u rt S tr ee t

F lin t, M I 4

T 0- 8-w w w .s fa rc h .u s

H en ry S tr ee t

M u sk eg o n M I

T 1- 8-

PR

O

JE

CT

D

ES

CR

IP

TI

O

N

CI

TY

O F

AL

BI

O N, C

AL

HO

UN

C O

UN

TY

/6

/2

:5 :5

P

M

A 7.

S

JS

JS

F

M

JM

-0

1 1/2" = 1'-0"A7.0 Existing Office Section 122

1 1/2" = 1'-0"A7.0 Office/Corridor Section 101

3/4" = 1'-0"A7.0 Typ Wall Section3

3/4" = 1'-0"A7.0 Wall Section4

R E

V

IE

W

-1 -2

R E

V

IE

W

-3 -2

S T

A T

E R

E V

IE

W

-1

FUTURE

SUPPLY

ENTRY

CORRIDOR

TOILET

INTERIOR

DOCK

OFFICE

PHYSICAL

TRAINING

COMM

PLATOON

SGT

ADJUST FIRE

SIM

LEARNING

OFFICE SUPNBCPLATOON 1PLATOON 2

CORRIDOR/

STAIR #2

VAULT

PASSAGE

STAIR #1

PASSAGE

SGT OFFICE

EXIT SIGN EXIT SIGN

FE-1

EXIT SIGN

FE-1

EXISTING

GRADE EXIT

READINESS TRAINING

ADMIN

MAIL

LACTATION

ROOM

JANITOR

NEW IT

NEW BLDG

MAINT

STAIR #1

LOBBY

RECRUITING

FAMILY

CLASS RM.

#27

AUDIO/VID

STORAGE

TABLE AND

CHAIR

EX. ADMINSGT

C.O.

LOBBY

CLASS RM.

#26

CLASS RM.

#28

AUDIO/VID

STORAGE

DAY ROOM

#32

CORRIDOR

STAIR #2

TABLE AND

CHAIR

DRILL HALL

#18

UNISEX

WOMEN

LATRINE

WOMEN

SHOWER

MEN

LATRINE

BREAK

ROOM

MEN

SHOWER

VESTIBULE

OPEN

OFFICE

AREA

FE-1

NEW GRADE

EXIT

EXIT SIGN

EXIT SIGN

FE-1

FE-1

FE-1

EXIT SIGN

EXIT SIGN

U.L. 3A-40BC FIRE EXTINGUISHER

ADA COMPLIANT

FLUSH PULL HANDLE

A F

F

U .N

.O

FINISH FLOOR

1/

4"

3/ 4"

ELEVATION SECTION

PLAN

METAL STUD FRAMING

FINISHED WALL

CABINET

F

I

R

E

E

X

T

I

N

G

U

I

S

H

E

R

P L

U R

I B

U

E

S U

N U

M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O E

N A

M

DA

TE

IS

SU

ED

F

O R

ID

EN

TI

FI

CA

TI

O N

NO

SH

EE

T P.

M

DR

AW

N

CH

EC

KE

D

DA

TE

RE

VI

SI

O

N

DE

SC

AR

CH

P

RO

JE

CT

DT

M

B

PR

O

JE

CT

DM

VA

P

RO

JE

CT

BI

DS

CO

NS

TR

UC

TI

O

N

FI

NA

L

RE

CO

RD

M

AR

. 3 , 2

A1

A1

D E

P A

R T

M E

N T

O F

T E

C H

N O

LO

G

Y , M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

R O

B E

R T

C . H

A

LL

, R A

, N C

A R

B , D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

AP

PR

O

VE

D

A L

B

IO

N N

A T

IO

N

A L

G U

A R

D A

R M

O R

Y B

A T

T E

R Y

R E

N O

V A

T E

A R

M O

R Y

E as t C o u rt S tr ee t F lin t, M

I 4

T

0-

8-w w w .s fa rc h .u s

H en ry S tr ee t M u sk eg o n M I

T

1-

8-

PR

O

JE

CT

D

ES

CR

IP

TI

O

N

CI

TY

O F

AL

BI

O N, C

AL

HO

UN

C O

UN

TY

/6

/2

:0 :2

P

M

L S 1.

LJ

K

JS

F

M

JM

-0

1/8" = 1'-0"LS1.0

Life Safety Plan - Basement2

1/8" = 1'-0"LS1.0

Life Safety Plan - Main Level1

PATH OF TRAVEL SCHEDULE

ROOM LEVEL DISTANCE SPEED TIME

CLASS RM. #28 TO BASEMENT REAR EXIT BASEMENT 35'-9 5/8" 3.0 mph 8.1 s

CLASS RM. #28 TO BASEMENT REAR EXIT FIRST FLOOR 59'-8 7/8" 3.0 mph 13.6 s

CLASS RM. #28 TO FIRST FLOOR MAIN ENTRY FIRST FLOOR 163'-7 1/8" 3.0 mph 37.2 s

MEN SHOWER 144 TO FIRST FLOOR MAIN ENTRY FIRST FLOOR 111'-6 1/8" 3.0 mph 25.3 s

SGT OFFICE TO FIRST FLOOR MAIN ENTRY BASEMENT 55'-6 1/8" 3.0 mph 12.6 s

SGT OFFICE TO FIRST FLOOR MAIN ENTRY FIRST FLOOR 64'-10 1/2" 3.0 mph 14.7 s

SGT OFFICE TO REAR EXIT BASEMENT 130'-4 1/8" 3.0 mph 29.6 s

NOTE:

SINGLE ROUTE

96FT

NOTE:

SINGLE ROUTE

121FT

1" = 1'-0"LS1.0

Fire Extinguisher Cabinet (FE-1)3

R E

V

IE

W

-3 -2

S T

A T

E R

E V

IE

W

-1

2 105 7 8

A

B

C

D

E

F

J

G

3 4 6

7A 9 11 12 13 14

A4.1

A4.0

A4.1

5 1/2" CONC WITH 6X6 6 GAUGE REINFORCED

SLAB ON COMPACTED SAND FILL

16" CONC.BLK FOUNDATION

WALL ON 30"X14" CONC SPREAD

FOOTING MIN. 42" BELOW

GRADE WITH (3) #5

REINFORCING TYP.

1' -4

'-7

'-7

72'-0"

'-6

SAWCUT AND REMOVE CONC SLAB AND EXCAVATE TO INSTALL

NEW 12"x12" CONC. FTG UNDER NEW POURED CONC. WALLS

THICKEN SLAB UNDER

MASONRY PARTITIONS

TYP

1'-4" 10'-8 1/2" 14'-11 1/2" 16'-8" 11'-2" 15'-10" 1'-4"

FTG 'A' 4'-0"X4'-0"X1'-2"

REINF WITH 4 - #5 BARS

EA WAY

FTG 'B' 4'-6"X4'-6"X1'-2"

REINF WITH 4 - #5

BARS EA WAY

A B A A

'-6

2' -0

4'

-0

4' -0

2'

-0

CENTERLINE CORRIDOR

4'-8" 15'-4"

FTG 3'-0"X5'-8"X1'-2"

4'-0"

K

2.8 3.9 6.2 6.9 7.9

P L

U R

I B

U

E

S U

N U

M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O

E N

A M

DA

TE

IS

SU

ED

F

O R

ID

EN

TI

FI

CA

TI

O N

NO

SH

EE

T P.

M

DR

AW

N

CH

EC

KE

D

DA

TE

RE

VI

SI

O

N

DE

SC

AR

CH

P

RO

JE

CT

DT

M

B

PR

O

JE

CT

DM

VA

P

RO

JE

CT

BI

DS

CO

NS

TR

UC

TI

O

N

FI

NA

L

RE

CO

RD

M

AR

. 3 , 2

A1

A1

D E

P A

R T

M E

N T

O F

T E

C H

N O

LO

G

Y , M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

R O

B E

R T

C . H

A

LL

, R A

, N C

A R

B , D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

AP

PR

O

VE

D

A

LB

IO

N

N A

T

IO

N A

L G

U A

R D

A R

M O

R Y

B A

T T

E R

Y

R E

N O

V A

T E

A R

M O

R Y

E as t C o u rt S tr ee t

F lin t, M I 4

T 0- 8-w w w .s fa rc h .u s

H en ry S tr ee t

M u sk eg o n M I

T 1- 8-

PR

O

JE

CT

D

ES

CR

IP

TI

O

N

CI

TY

O F

AL

BI

O N, C

AL

HO

UN

C O

UN

TY

/6

/2

:5 :5

P

M

S 1.

S

JS

JS

F

M

JM

-0

1/8" = 1'-0"S1.0 Foundation Plan1

FOUNDATION NOTES:

1. 5 1/2" SLAB ON GRADE REINF. W/ 6x6-W2.9/W2.9 WWF ON A 10 MIL POLYETHEYLENE VAPOR BARRIER OVER 12" MIN COMPACTED SAND FILL U.N.O. (NOTE 6" THICKNESS

AT VAULT EXPANSION)

2. PROVIDE CONSTRUCTION JOINTS AS REQ'D IN SPECIFICATIONS. SAW CUT FINISH SLAB W/ CONTROL JOINTS @ 20'-0" O.C. MAX SPACING.

GENERAL DESIGN NOTES:

1. ALL APPLICABLE LOCAL, STATE AND FEDERAL RULES, REGULATIONS,

ORDINANCES, AND CODES SHALL APPLY THROUGHOUT THE PROJECT.

2. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2015

MICHIGAN BUILDING CODE.

3. FOUNDATION CRITERIA DESIGN PER GEOTECHNICAL ENGINEERING REPORT

DATED 2/4/08 BY SOILS & STRUCTURES, INC.

4. THE FOLLOWING LOADS HAVE BEEN USED FOR DESIGN PURPOSES:

A. BUILDING CATEGORY..............................................................................................IV

B. SNOW LOADS

GROUND SNOW LOAD (Pg)................................................................................25 psf SNOW EXPOSURE FACTOR (Ce)............................................................................1.0 SNOW LOAD IMPORTANCE FACTOR (Is)...............................................................1.2 THERMAL FACTOR (Ct)...........................................................................................1.0 SLOPE ROOF FACTOR (Cs)....................................................................................1.0 FLAT ROOF SNOW LOAD (Pu)...........................................................................24 psf

C. WIND LOADS

BASIC WIND SPEED (V).....................................................................................90 mph WIND IMPORTANCE FACTOR (Iw).........................................................................1.15 WIND EXPOSURE CATEGORY...................................................................................C INTERNAL PRESSURE COEFFICIENT (GCpi)....................................................+/-0.18 COMPONENTS & CLADDING PRESSURE...........................................................22 psf MWFRS WIND PRESSURE....................................................................................18psf

D. SEISMIC LOAD

SEISMIC USE GROUP.................................................................................................III SEISMIC IMPORTANCE FACTOR (Ie).......................................................................1.5

MAPPED SPECTRAL RESPONSE COEFFICIENTS:

SHORT PERIOD (Ss)......................................................................................0.117g 1 SECOND PERIOD (S1)................................................................................0.047g

SPECTRAL RESPONSE COEFFICIENTS:

SHORT PERIOD (Sds)....................................................................................0.125g 1 SECOND PERIOD (Sd1)..............................................................................0.075g

RESPONSE MODIFICATION COEFFICIENT (R).......................................................2.5 SEISMIC RESPONSE COEFFICIENT (Cs).............................................................0.075 SITE CLASS..................................................................................................................D SEISMIC DESIGN CATEGORY.....................................................................................C TOTAL DESIGN BASE SHEAR (V)......................................................................51.3 kip

BASIC SEISMIC-FORCE RESISTING SYSTEM:

BEARING WALL SYSTEM WITH ORDINARY REINFORCED

MASONRY SHEAR WALLS

ANALYSIS PROCEDURE..........................................................EQUIVALENT LATERAL

FORCE PROCEDURE

E. LIVE LOAD

COMMERCIAL KITCHEN.....................................................................................150 psf STORAGE............................................................................................................100 psf

5. VERIFY ALL APPLICABLE EXISTING DIMENSIONS, ELEVATIONS, AND

CONDITIONS PRIOR TO FABRICATION AND CONSTRUCTION.

6. IF EXISTING CONDITIONS DIFFER FROM WHAT IS SHOWN, THE ARCHITECT

SHALL BE NOTIFIED IMMEDIATELY SO THAT THE DESIGN MAY BE PROPERLY

MODIFIED.

7. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL DRAWINGS FOR ALL OPENINGS AND PENETRATIONS.

8. ALL SPECIAL INSPECTIONS AND STRUCTURAL TESTS SHALL BE PERFORMED IN

ACCORDANCE WITH CHAPTER 17 OF THE 2015 MICHIGAN BUILDING CODE.

9. IF THERE ARE ANY CONFLICTS BETWEEN THE SPECIFICATIONS AND DESIGN

DRAWINGS, NOTIFY THE ARCHITECT.

10. THE STRUCTURE HAS BEEN DESIGNED TO RELY UPON THE ROOF AND FLOOR

SYSTEMS FOR STABILITY. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY

BRACING UNTIL THE ROOF DECK, PERMANENT BRACING, MOMENT CONNECTION,

AND FLOOR SLABS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE DRAWINGS.

CONCRETE:

1. ALL CONCRETE HAS BEEN DESIGNED AND SHALL BE BUILT IN ACCORDANCE

WITH THE LATEST EDITION OF ACI 318.

2. SEE DRAWINGS FOR COMPRESSIVE STRENGTH.

3. THE USE OF CHLORIDE ACCELERATORS IN ANY CONCRETE MIX DESIGN IS NOT

PERMITTED.

4. CONCRETE EXPOSED TO FREEZE THAW CYCLES OR DEICING CHEMICALS

SHALL BE AIR ENTRAINED WITH AIR CONTENT PER ACI TABLE 4.2.1.

5. ALL REINFORCING STEEL TO BE ASTM A615 GRADE 60 AND ALL WELDED WIRE

FABRIC TO BE ASTM A185. ALL REINFORCING TO BE PLACED IN ACCORDANCE

WITH THE LATEST EDITION OF ACI 318 AND CRSI SPECIFICATIONS.

6. PROVIDE CORNER BARS THAT MATCH CONTINUOUS REINFORCEMENT SIZE &

QUANTITY AT ALL INTERSECTIONS & CORNERS OF FOOTINGS & WALLS.

7. FOOTINGS SHALL BE PLACED ON SOLID BEARING REGARDLESS OF THE

ELEVATION SHOWN ON THE DRAWINGS. IF THE SOIL CONDITIONS ARE

QUESTIONABLE, REFER TO THE ARCHITECT FOR DIRECTION.

8. PER THE GEOTECHNICAL REPORT, ALLOWABLE SOIL BEARING PRESSURE OF

3000 POUNDS PER SQUARE FOOT FOR ALL WALL FOUNDATIONS AND 4000 POUNDS

PER SQUARE FOOT FOR ALL COLUMN FOUNDATIONS WERE USED FOR DESIGN

PURPOSES.

9. ALL ANCHOR RODS TO BE ASTM F1554 GRADE 36, WITH "UNC" CLASS 2A

THREADS, HEAVY HEX NUTS AND STANDARD CUT WASHERS.

10. ALL EXPOSED EXTERNAL CORNERS OF FOUNDATIONS TO BE CHAMFERED 3/4"

BY 45 DEGREES UNLESS NOTED OTHERWISE.

11. PROVIDE BEAM POCKETS IN FOUNDATION WALLS WHERE NEEDED. POCKETS

ARE TO BE FILLED WITH NON-SHRINK GROUT AFTER BEAMS ARE SET. NON-SHRINK

GROUT TO HAVE A COMPRESSIVE STRENGTH OF 4000 PSI MIN.

12. EARTH RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL CONCRETE HAS

REACHED ITS 28 DAY COMPRESSIVE STRENGTH.

13. FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL CONCRETE HAS

REACHED ITS 28 DAY COMPRESSIVE STRENGTH AND THE WALLS MUST BE

ADEQUATELY BRACED W/ TEMPORARY BRACING AND/OR UPPER FLOOR AND

LOWER SLAB IS INSTALLED.

14. ALL FILL REQUIRED SHALL BE COMPACTED AND TESTED TO A MINIMUM OF 95%

IF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557.

STEEL:

1. ALL STEEL HAS BEEN DESIGNED AND SHALL BE BUILT IN ACCORDANCE WITH

THE LATEST EDITION OF THE AISC STEEL CONSTRUCTION MANUAL.

2. ALL STEEL TO BE AS FOLLOWS UNLESS NOTED OTHERWISE:

A. W-SHAPES: ASTM A992 GRADE 50

B. PLATE AND BAR: ASTM A36

C. HSS TUBES: ASTM A500 GRADE B

D. MISC. STEEL: ASTM A36

E. STRUCTURAL BOLTS: ASTM A325N

F. PIPE: A53 GRADE B

G. HEADED STUD ANCHORS: ASTM A108

TYPE B 65 KSI

3. ALL CONNECTIONS TO BE DESIGNED FOR 55 PERCENT OF THE AISC

ALLOWABLE UNIFORM LOAD TABLES UNLESS NOTED OTHERWISE.

4. ALL PREFABRICATED STEEL JOIST TO HAVE BRIDGING IN ACCORDANCE WITH

THE LATEST EDITION OF THE STEEL JOIST INSTITUTE DESIGN MANUAL.

5. PREFABRICATED STEEL JOIST SHALL BE DESIGNED FOR A NET UPLIFT OF 5

POUNDS PER SQUARE FOOT.

6. ALL WELDING TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF

AWS D1.1. ALL WELD ELECTRODES TO BE E70xx LOW HYDROGEN.

7. PROVIDE L5"x3"x1/4" FRAMES FOR ROOF SUMPS, MECHANICAL CURBS, AND

FOR ALL OTHER ROOF OPENINGS ON PLANS UNLESS NOTED OTHERWISE. VERIFY

FINAL SIZE AND LOCATIONS WITH MECHANICAL PLANS AND RESPECTIVE

SUPPLIERS.

8. ALL HSS TUBE OR PIPE COLUMNS TO HAVE A 1/8" TOP CAP UNLESS NOTED

OTHERWISE.

9. ALL BOLTS SHALL BE TIGHTENED TO AISC SNUG TIGHT CONDITIONS UNLESS

NOTED OTHERWISE.

10. ALL LINTELS IN EXTERIOR WALLS ARE TO BE GALVANIZED IN ACCORDANCE

WITH ASTM A123.

11. ANY DAMAGE TO GALVANIZING SHALL BE TOUCHED UP WITH VOIGHT AND

SCHWEITZER LZ09 ZINC PASTE OR AN APPROVED EQUAL.

12. SUSPENDED CEILINGS, MECHANICAL DUCTS, LIGHT FIXTURES, ETC. SHALL

NOT BE SUPPORTED BY THE STEEL ROOF DECK.

MASONRY:

1. ALL MASONRY HAS BEEN DESIGNED AND SHALL BE BUILT IN ACCORDANCE

WITH THE LATEST EDITION OF ACI 530.

2. ALL MASONRY TO HAVE MASONRY STRENGTH OF F'M= 1500 PSI USING THE

UNIT STRENGTH METHOD.

3. ALL REINFORCING SHALL BE ASTM A615 GRADE 60.

4. ALL CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C90.

5. MORTAR CEMENT FOR LOAD BEARING AND EXTERIOR MASONRY WALLS SHALL

CONFORM TO ASTM C270 AND SHALL BE TYPE S.

6. GROUT FOR BOND BEAMS AND TO FILL CMU CORES SHALL CONFORM TO ASTM

C476. GROUT SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI.

GROUT SHALL BE MECHANICALLY VIBRATED TO INSURE COMPLETE FILLING OF

THE CORES. IF HIGH LIFT GROUTING IS USED, CLEAN-OUTS SHALL BE PROVIDED

AT THE BASE OF EACH REINFORCED CELL AND AT INTERVALS PER ACI 530.

7. MASONRY HORIZONTAL JOINT REINFORCING SHALL BE 9 GAUGE GALVANIZED

TRUSS TYPE CONFORMING TO ASTM A951 @ 16 INCHES ON CENTER IN ALL

MASONRY WALLS. 8" MINIMUM LAPS ARE REQUIRED UNLESS NOTED OTHERWISE.

ALL CORNERS MUST USE PREFABRICATED SECTIONS.

8. ALL MASONRY CORES SHALL BE GROUTED FULL THREE COURSES DOWN

MINIMUM BELOW ALL BASE PLATES AND BEARING PLATES.

9. ALL REINFORCING STEEL SHALL BE CENTERED IN THE WALL USING BAR

POSITIONERS @ 48" O.C. VERTICALLY AND PLACED IN A FULLY GROUTED CORE.

10. A REINFORCING BAR SHALL BE PLACED IN THE CORE DIRECTLY NEXT TO ALL

OPENINGS AND FULLY GROUTED IN PLACE.

11. ALL POST INSTALLED ANCHORS AND CAST-IN-PLACE ANCHORS SHALL BE

PLACED INTO FULLY GROUTED CORES.

12. REFER TO ARCHITECTURAL DRAWINGS FOR ALL BOND BEAM LOCATIONS AND

ALL VERTICAL CONTROL JOINTS.

13. GROUT FILL CORES TO THE TOP OF A COURSE AND MECHANICALLY VIBRATE

TO CREATE A 2" KEYWAY.

14. ALL BARS SPLICED BY NONCONTACT LAPS SHALL NOT BE SPACED

TRANSVERSELY FARTHER APART THAN 1/5 THE REQUIRED LENGTH OF THE LAP

OR MORE THAN 8 INCHES.

15. NO MORTAR SHALL BE USED AS GROUT FOR FILLING CORES.

16. ALL INTERIOR NON-LOAD BEARING WALLS SHALL BE NON-REINFORCED LIGHT

WEIGHT BLOCK.

R E

V

IE

W

-1 -2

R E

V

IE

W

-3 -2

S T

A T

E R

E V

IE

W

-1

DN

2 105 7 8

A

B

C

D

E

F

J

G

1 7A 9 11 12 13 14

A4.1

A4.2

A4.0

A4.1

1'-4" 69'-4" 1'-4"

'-6

8"

'-0

1'

-4

17 SPACES AT 4'-0"

1'-0" 10'-8 1/2" 14'-11 1/2" 16'-8" 11'-2" 15'-10" 1'-0"

4"x4"x1/4" STL POST WITH 4"x4"x1/4" TOP PLATE AND 8"x10"x1/2" BASE PLATE 5 WITH 4 - 3/4"x16" HOOKED

A.B. INTO CONC FTG COL LINES K-3.9 & K-6.2

6"x8"x1/4" JOIST BEARING PLATE WITH

2 - 3/8" STUDS SET IN BOND BEAM TYP

4 1/2" 16'-0" 2'-8" 20'-5" 16'-0" 3'-11" 20'-5" 2'-0" 12'-0" 4" 1'-0 1/2"1'-0 1/2"4" 20'-0" 3'-3" 3'-0" 5'-0" 2'-4" 2'-3" 4'-0" 12'-8" 1'-0 1/2"

54'-11" 19'-0 1/2" 20'-5" 19'-11" 20'-5" 15'-4 1/2"

4'-0"

1'-4" 8" 68'-0" 8" 1'-4"

W x3

W x3

W x3

W x3

W16x36

W 8x

W8x21 1'

-0

/2

3"x18 GA MTL DECK

K

'-2

K

K

K

K

K

K

K

K

K

K

K

K

K

K

' 1

/8

JO

IS

T B

EARIN

G

' 1

/8

JO

IS

T B

EARIN

G

' 1

/8

JO

IS

T B

EARIN

G

' 1

/8

JO

IS

T B

EARIN

G

6"x8"x1/4" JOIST BEARING PLATE WITH 2 - 3/8"

STUDS SET IN EX BLK CORES GROUT SOLID TYP

6'-4" 17'-8"

MC8X18.7

W 8X

MC8X18.7

M C

8X

.7 8"x14GA STL JOIST

AT 24" O.C.

EXISTING 14" OPEN WEB STL JOIST

EXISTING 14" OPEN WEB STL JOIST

A7.0

S1.1

S1.1

A7.0

W 8x

NEW STL BEAM AT NEW

FOLDING PARTITION

'-0

W x1

1/

8" 1'

-6

/8

'-8

1'

-6

/8

1/

8"

1' -1

1" 1'

-4

8' -0

1'

-4

1' -1

1"

10"x8"x3/8" BEARING PLATE WITH 4 - 3/4"x12" A.B. GROUT

SOLID IN BLK CORES

K

2.8 3.9 6.2 6.9 7.9

RTU-1

22…