511.21337.CAK RENOVATE ARMORY - BIG RAPIDS Drawings CD volume b_Part2.pdf
PDF 2 MB Posted
- Solicitation number
- RFQ - 171 - 230000000114
- Issued by
- Mecosta County, Michigan
About this file
The document is a set of architectural and engineering drawings for a renovation and addition project for the Big Rapids Armory, located in Mecosta County, Michigan. The project is managed by the State of Michigan, Department of Military and Veterans Affairs, Construction and Facilities Management Office, and the State of Michigan Department of Technology, Management and Budget Facilities and Business Services Administration.
The project involves renovating the existing armory building and constructing a new addition. Key elements include exterior wall infill and brick matching, window and door replacements, mechanical unit replacements, and modifications to storage, vehicle, and assembly areas. The project includes a concrete ramp, handrails, and other accessibility improvements. The project has a preliminary construction phase and a final record phase, with a design and construction division assigned. Bids must be submitted through the SIGMA VSS system, with questions directed to the specified point of contact.
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EXISTING BRICK
EXTERIOR ELEVATION KEY
BRICK 1, COLOR: SEE SPECS.
CAST STONE, COLOR:
CJ = CONTROL JOINT, COLOR:
EJ - BUILDING EXPANSION JOINT, COLOR:
LOWER LEVEL
100' - 0"
LOWER LEVEL
100' - 0"
T.O.M. EAST WING
115' - 8"
T.O.M. EAST WING
115' - 8"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
ROOF
118' - 4"
ROOF
118' - 4"
EXISTING BUILDING
129' - 8"
NEW ADDITION
77' - 9"
A 321
A 321
T.O.M. ASSEMBLY
123' - 4"
T.O.M. ASSEMBLY
123' - 4"
T.O.M. WEST WING
111' - 4"
T.O.M. WEST WING
111' - 4"
A 311
A 311
NEW MECHANICAL
UNIT
NEW MECHANICAL
UNIT
C.J.C.J. C.J.
A 322
20' - 0"20' - 0"20' - 0"
4' - 2 7/8"
BRICK 1. SIMILAR EXTERIOR BRICK
FINISH TO EXISTING, SEE IMAGE AT
RIGHT
MATCH EXISTING FASCIA COLOR
FINISH
EXISTING BRICK
EXISTING BRICK
REFER TO DETAIL
5/351 FOR CONTROL
JOINT DETAIL, TYP.
LOWER LEVEL
100' - 0"
LOWER LEVEL
100' - 0"
NEW ADDITION
77' - 9"
A 321
A 321
T.O.M. ASSEMBLY
123' - 4"
T.O.M. ASSEMBLY
123' - 4"
T.O.M. WEST WING
111' - 4"
T.O.M. WEST WING
111' - 4"
BRICK 1. SIMILAR EXTERIOR BRICK
FINISH TO EXISTING, SEE IMAGE AT
RIGHT
MATCH EXISTING FASCIA COLOR
FINISH
C.J.C.J. C.J.
20' - 0"20' - 0"20' - 0"17' - 5 5/8"
REFER TO DETAIL
5/351 FOR CONTROL
JOINT DETAIL, TYP.
LOWER LEVEL
100' - 0"
LOWER LEVEL
100' - 0"
T.O.M. EAST WING
115' - 8"
T.O.M. EAST WING
115' - 8"
A 311
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
ROOF
118' - 4"
ROOF
118' - 4"
A 311
A 311
EXISTING BUILDING
66' - 8" 33' - 4"
EXISTING BUILDING
72' - 5"
10' - 0" 3' - 0"
EXTERIOR WALL
INFILL, MATCH
EXISTING, USE
SALVAGED UTILITY
BRICK
16' - 0"
A 321
T.O.M. ASSEMBLY
123' - 4"
T.O.M. ASSEMBLY
123' - 4"
T.O.M. WEST WING
111' - 4"
T.O.M. WEST WING
111' - 4"
WALL BEHIND
NEW ADDITION
EXISTING LOUVER
A 311
A 311
NEW MECHANICAL
UNIT
NEW MECHANICAL
UNIT
16' - 7 7/8" 16' - 7 7/8"
C.J.
BRICK 1
EXISTING BRICK
REFER TO DETAIL
5/351 FOR CONTROL
JOINT DETAIL, TYP.
LOWER LEVEL
100' - 0"
LOWER LEVEL
100' - 0"
T.O.M. EAST WING
115' - 8"
T.O.M. EAST WING
115' - 8"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
ROOF
118' - 4"
ROOF
118' - 4"
A 311
T.O.M. ASSEMBLY
123' - 4"
T.O.M. ASSEMBLY
123' - 4"
T.O.M. WEST WING
111' - 4"
T.O.M. WEST WING
111' - 4"
3' - 4"
WALL INFILL,
MATCH EXISTINGNEW DOOR, SEE
SCHEDULE
A 311
A 311
NEW MECHANICAL
UNIT
NEW MECHANICAL
UNIT
EXISTING BRICK
EXISTING BRICK
LOWER LEVEL
100' - 0"
LOWER LEVEL
100' - 0"
T.O.M. EAST WING
115' - 8"
T.O.M. EAST WING
115' - 8"
A 311
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
ROOF
118' - 4"
ROOF
118' - 4"
A 311
A 311
T.O.M. ASSEMBLY
123' - 4"
T.O.M. ASSEMBLY
123' - 4"
T.O.M. WEST WING
111' - 4"
T.O.M. WEST WING
111' - 4"
A 311
A 311
NEW MECHANICAL
UNIT
NEW MECHANICAL
UNIT EXISTING BRICK
EXISTING BRICK
EXISTING BRICK
A 322
T O
W E
R P
IN
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S T
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A L L R
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T S
R E
S E
R V
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D A T E
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F O R
IN
D E X
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D R A W N
C H E C K E D
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A
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D E P A R T M E N T
O F
T E C H N O L O G Y M A N A G E M E N T
A N D
B U D G E T
F A C
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IT
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S
A N D
B U S
IN
E S S
S E R V
IC
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A D M
IN
IS
T R A T
IO
N
A D A M
L A C H R A D
IR
E C T O R
E X
T E
R
IO
R E
L E
V A
T
IO
N S
A
D E
C E
M B
E R
D E
C E
M B
E R
A u th o r
D e s ig n e r
C h e c ke r
A p p ro ve r
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R E
N O
V A
T E
A R
M O
R Y
B
IG
R
A P
ID
S
B ig
R a p id s, M ic h ig a n
1/8" = 1'-0"A 301
E EXTERIOR ELEVATION - WEST
1/8" = 1'-0"A 301
D EXTERIOR ELEVATION - ADDITION - WEST
1/8" = 1'-0"A 301
C EXTERIOR ELEVATION - SOUTH
T R
U E
N O
R T
H
BIG RAPIDS ARMORY
EXISTING /
RENOVATION
ADDITION
KEY PLAN
E
B
AC
SCALE: NO SCALE
D
1/8" = 1'-0"A 301
B EXTEROR ELEVATION - EAST
1/8" = 1'-0"A 301
A EXTERIOR ELEVATION - NORTH
EXISTING SOUTHERN FASCADE WITH DOOR DEMOLITION WORK. INFILL WALLS NEED TO BE REPLACED
COMPOSITE WALLS OF SALVEAGED BRICKS.
OVERHEAD DOORS TO BE REMOVED.
SALVAGE UTILITY BRICKS, APPLY TO
INFILL WALLS' AS BRICK VENEER.
DOORS TO BE REMOVED.
INFILL WALLS, APPLY SALVAGED
BRICK AS BRICK VENEER.
EXISTING LOUVER TO REMAIN
EXTERIOR WALL OF THE
NEW ADDITION TO MATCN
EXISTING BRICK FINISH.
METAL FASCIA OF
NEW TO MATCH NEW
IN COLOR
CONSTRUCTION JOINT OF
NEW ADDITION WALL TO
MATCH EXISTING
EXISTING EXTERIOR WALL TO THE EAST OF GARAGE WALL AS AN EXAMPLE FOR THE EXTERIOR BRICK
FINISH OF NEW ADDITION.
DOORS TO BE REMOVED.
INFILL WALLS, APPLY SALVAGED
BRICK AS BRICK VENEER.
MATCH NEW WINDOW
CLOSELY TO EXISTING ON
THE WEST SIDE. MATCH
NEW WINDOW COLOR AND
FINISH TO EXISTING
MATCH NEW EXTERIOR
DOORS TO MATCH
CLOSELY TO EXISTING ON
THE SOUTH SIDE. MATCH
NEW DOOR COLOR AND
FINISH TO EXISTING
MATCH NEW EXTERIOR
UTILITY BRICK DIMENSIONS
AND FINISHES, MORTAR
COLOR TO EXISTING
NEW EXTERIOR CONTROL
JOINT COLOR TO MATCH
EXISTING
MATCH NEW METAL
FASCIA, COLOR AND
FINISH CLOSELY TO
EXISTING
ISSUED FOR DATE
LOWER LEVEL
100' - 0"
LOWER LEVEL
100' - 0"
T.O.M. EAST WING
115' - 8"
T.O.M. EAST WING
115' - 8"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
ROOF
118' - 4"
ROOF
118' - 4"
FAMILY
READINESS
106B
RECRUITER
106A
DLC
KITCHEN
104 OFFICE
103B
MECHANICAL
ROOM
T.O.M. ASSEMBLY
123' - 4"
T.O.M. ASSEMBLY
123' - 4"
T.O.M. WEST WING
111' - 4"
T.O.M. WEST WING
111' - 4"
LOWER LEVEL
100' - 0"
LOWER LEVEL
100' - 0"
T.O.M. EAST WING
115' - 8"
T.O.M. EAST WING
115' - 8"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
ROOF
118' - 4"
ROOF
118' - 4"
FEMALE
SHOWER
FEMALE TOILET
ROOM
112 OFFICE - PLIN
OFFICE - 1SGT
OFFICE - CMDR
CORRIDOR
ASSEMBLY
AREA
A 321
A 321
T.O.M. ASSEMBLY
123' - 4"
T.O.M. ASSEMBLY
123' - 4"
T.O.M. WEST WING
111' - 4"
T.O.M. WEST WING
111' - 4"
A 322
LOWER LEVEL
100' - 0"
LOWER LEVEL
100' - 0"
T.O.M. EAST WING
115' - 8"
T.O.M. EAST WING
115' - 8"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
ROOF
118' - 4"
ROOF
118' - 4"
A 311
VEHICLE
STORAGE
UNIT STORAGE
ARMS VAULT
ARM VAULT
ADDITION
STORAGE
ROOM
T.O.M. WEST WING
111' - 4"
T.O.M. WEST WING
111' - 4"
A 311
A 311
LOWER LEVEL
100' - 0"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
ROOF
118' - 4"
A 311
A 311
A 311
WALL-MOUNTED
HANDRAIL
INTERMEDIATE
LANDING
NEW RAMP
NEW CONCRETE
RAMP WALL
EXISTING LANDING
13' - 8 1/4" 24' - 11 7/8"
NEW
SECTION OF
LANDNG
3' - 5"5' - 0"5' - 0"5' - 0"5' - 0"
1' - 11"1' - 1"
LOWER LEVEL
100' - 0"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
ROOF
118' - 4"
A 311
A 311
A 311
2' - 2" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 3' - 2"
RUBBER BUMPER
AT EDGE OF DOCK
PLATFORM
NEW RAMP
CONCRETE
FLOOR
WALL-MOUNTED
HANDRAIL
NEW CONCRETE
RAMP WALL
LOWER LEVEL
100' - 0"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
ROOF
118' - 4"
A 311
A 311
A 311
STORAGE
ROOM
INTERMEDIATE
LANDING
NEW CONCRETE
RAMP WALL
LOWER LEVEL
100' - 0"
DEMOLITION REFLECTED CEILING
PLAN
103' - 4"
A 311
A 311
ARM VAULT
ADDITION
NBC
UNIT STORAGE
5/8" STUDS ON 3 5/8"
METAL STUDS 16 " O.C.,
BOTH SIDES, MATCH
EXISTING.
LOWER LEVEL
100' - 0"
ROOF
118' - 4"
A 311
A 311
STORAGE
ROOM
UNIT STORAGE
VEHICLE
STORAGE
T O
W E
R P
IN
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S T
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D E P A R T M E N T
O F
T E C H N O L O G Y M A N A G E M E N T
A N D
B U D G E T
F A C
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IT
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A N D
B U S
IN
E S S
S E R V
IC
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A D M
IN
IS
T R A T
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N
A D A M
L A C H R A D
IR
E C T O R
B U
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D
IN
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A
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M B
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M B
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J W
J W
R C
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R C
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N O
V A
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A R
M O
R Y
B
IG
R
A P
ID
S
B ig
R a p id s, M ic h ig a n
1/8" = 1'-0"A 311
1 BUILDING SECTION
1/8" = 1'-0"A 311
2 BUILDING SECTION
1/8" = 1'-0"A 311
3 BUILDING SECTION
T R
U E
N O
R T
H
BIG RAPIDS ARMORY
EXISTING /
RENOVATION
ADDITION
KEY PLAN
E
B
AC
SCALE: NO SCALE
D
1/8" = 1'-0"A 311
4 BUILDING SECTION @ RAMP
1/8" = 1'-0"A 311
5 BUILDING SECTION AT RAMP
1/8" = 1'-0"A 311
6 BUILDING SECTION @ VAULT
1/8" = 1'-0"A 311
7 BUILDING SECTION @ VAULT
1/8" = 1'-0"A 311
8 BUILDING SECTION @ STORAGE SPACE
T.O.M. ASSEMBLY
123' - 4"
A 321
1B
A 321
1A
EXISTING
BRICK/CMU WALL
INFILL WALL, MATCH
EXISTING
NEW DOOR
EXISTING LOUVER
TO REMAIN
CONCRETE
SLAB, SEE
STRUCTURAL
EXISTING
CONCRETE SLAB,
SEE STRUCTURAL
LOWER LEVEL
100' - 0"
BRICK OVER
INSULATION
OVER CMU WALL
CONCRETE
FOUNTATION
WALL, SEE
STRUCTURAL
CONCRETE FLOOR
SLAB, SEE
STRUCTURAL
TILE CEILING, SEE
REFLECTED CEILING
PLAN
ROOF INSULATION
FASCIA
WOOD
BLOCKING
A 321
2A
A 321
2D
A 321
2B
A 321
2C
LOWER LEVEL
100' - 0"
T.O.M. WEST WING
111' - 4"
A 321
3A
DOOR
BRICK OVER
INSULATION
OVER CMU WALL
CONCRETE
FOUNTATION
WALL, SEE
STRUCTURAL
TILE CEILING, SEE
REFLECTED CEILING
PLAN
ROOF INSULATION
FASCIA
WOOD
BLOCKING
A 321
2A Sim
A 321
3B
FACE BRICK
RUNNING BOND,
REUSE SALVAGED
BRICK TO MATCH
EXISTING,
1 1/2" RIGID
INSULATION
12" CMU, ALIGN
WITH EXISTING,
MATCH PAINT
EXISTING WALL
CONSTRUCTION
A
LI
G N N
E W
IT
H E
X
IS
T
IN
G
A
LI
G N N
H E
X
IS
T
IN
G
MORTAR 0N
FACE BRICK SIDE
MORTAR ON
CMU SIDE
FACE BRICK
RUNNING BOND
1 1/2" RIGID
INSULATION
12" CMU
PAINTED STEEL
LINTEL AND PLATE,
SEE STRUCTURAL 4"
8" CMU
3" RIGID
INSULATION
4" FACING BRICK,
MATCH EXISTING
METAL FASCIA WITH
CONTINUOUS CLEAT
METAL DECK, SEE
STRUCTURAL
EPDM ROOF
MEMBRANE
AIR GAP
METAL JOIST
BEARING ON CMU.
SEE STRUCTURAL
5" RIGID
INSULATION
WOOD BLOCKING.
ANCHOR PREASSEMBLED
BLOCKING THRU RIGID
INSULATION TO CMU
EPDM ROOF
MEMBRANE
3" RIGID
INSULATION
3 5/8"
1 3/4"
3" 7 5/8" 3"
1' - 7"
FULLY ADHERED ROOF
SYSTEM
LOWER LEVEL
100' - 0"
FLOOR SLAB
BOND BREAKER
MATERIAL
8" CMU
3" INSULATION
1 3/4" AIR SPACE
CONCRETE
FOUNDATION
WALL FOOTING,
SEE STRUCTURAL
3" RIGID
INSULATION 4'
INTO THE BUILDING
2" RIGID
INSULATION TO
TOP OF FOOTING
CAVITY DRAINAGE
MESH
GROUT SOLID
WEEPS AT 24" O.C.
CONCRETE
APRON, SEE
CIVIL
4" FACING BRICK,
MATCH EXISTING
MEMBRANE
FLASHING
3 5/8"
1 3/4"
3" 7 5/8"
1' - 4"
DAMPPROOF ON THE
SURFACE OF CMU
BEFORE INSTALLING RIGID
INSULATION, BOTH SIDES
M
IN
4" UTILITY BRICK,
MATCH EXISTING
8" CMU
1" AIR SPACE
SEALANT ON
BOTH FACES
ALUMINUM
DOOR FRAME
CAVITY DRAINAGE
MESH
FLASHING
MEMBRANE
3 5/8"
1 3/4"
3" 7 5/8"
1' - 4"
DAMPPROOF ON
THE SURFACE OF
CMU BEFORE
INSTALLING RIGID
INSULATION, BOTH
SIDES
STEEL LINTEL, SEE
STRUCTURAL
8" CMU
3" RIGID
INSULATION
4" FACING BRICK,
MATCH EXISTING
TILE CEILING, SEE
REFLECTED
CEILING PLAN
MEMBRANE
FLASHING
WEEPS AT 24"
O.C.
CAVITY DRAINAGE
MESH
4 3/4"
DAMPPROOF ON THE
SURFACE OF CMU
BEFORE INSTALLING RIGID
INSULATION
3 5/8" 1 3/4" 3" 7 5/8"
1' - 4"
STEEL LINTEL, SEE
STRUCTURAL
SEALANT ON
BOTH FACES
8" CMU SOLID
BLOCK
3" INSULATION
4" FACING BRICK,
MATCH EXISTING
2X WOOD BLOCK
WITH EXPANSION
BOLT
EXTRUDED
ALUMINUM SHIM BY
MANUFACTURER
8" CMU STANDARD
BLOCK
EXTRUDED
ALUMINUM SILL,
FINISH TO MATCH
ALUMINUM FRAME
WOOD SHIM
DAMPPROOF ON THE
SURFACE OF CMU
BEFORE INSTALLING
RIGID INSULATION 3 5/8"
1 3/4"
3" 7 5/8"
1' - 4"
CAVITY DRAINAGE
MESH
LOWER LEVEL
100' - 0"
CONCRETE
WALKWAY, SEE
STRUCTURAL FLOOR SLAB
3" RIGID
INSULATION 4'
INTO THE BUILDING
2" RIGID
INSULATION TO
TOP OF FOOTING
DOOR
THRESHOLD
DOOR
T O
W E
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D E X
C O D E
P R O J E C T
ID
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N
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D E S
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D R A W N
C H E C K E D
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N A
N D
F A
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IT
N A
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M E
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M A
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A
N
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A T
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F M
IC
H
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A
N
D E P A R T M E N T
O F
T E C H N O L O G Y M A N A G E M E N T
A N D
B U D G E T
F A C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
T R A T
IO
N
A D A M
L A C H R A D
IR
E C T O R
W A
L L
S E
C T
IO
N
S
A
D E
C E
M B
E R
D E
C E
M B
E R
J W
J W
R C
K H
R C
-5
.0
R E
N O
V A
T E
A R
M O
R Y
B
IG
R
A P
ID
S
B ig
R a p id s, M ic h ig a n
1/2" = 1'-0"A 321
1 WALL SECTION
1/2" = 1'-0"A 321
2 WALL SECTION
1/2" = 1'-0"A 321
3 WALL SECTION
1 1/2" = 1'-0"A 321
1A WALL DETAIL
1 1/2" = 1'-0"A 321
1B WALL DETAIL
1 1/2" = 1'-0"A 321
2A WALL DETAIL
1 1/2" = 1'-0"A 321
2D WALL DETAIL
1 1/2" = 1'-0"A 321
3A WALL DETAIL
1 1/2" = 1'-0"A 321
2B WALL DETAIL
1 1/2" = 1'-0"A 321
2C WALL DETAIL
1 1/2" = 1'-0"A 321
3B WALL DETAIL
ROOF
118' - 4"
A 322
4A
CONCRETE FLOOR
SLAB, SEE
STRUCTURAL
TILE CEILING, SEE
REFLECTED CEILING
PLAN
ROOF INSULATION
8" CMU
ROOF INSULATION
EXISTING WALL
ASSEMBLY
A 322
4B
PERSONAL
EQUIPMENT
STORAGE
CLASSROOM
NOTE: REFER TO 6 /
A351 FOR CONTROL
JOIN DETAIL OF NEW
WALL WHICH MEETS
THE EXSITING
T.O.M. EAST WING
115' - 8"
ROOF
118' - 4"
EXISTING METAL
FASCIA WITH
CONTINUOUS CLEAT
EPDM ROOF
MEMBRANE
METAL DECK, SEE
STRUCTURAL
8" CMU
STRUCTURAL
JOIST, SEE
STRUCTURAL
DRAWING
EXISTING ROOF
INSULATION TO REMAIN
EXISTING CMU
2 X 4 WOOD
BLOCKS
FILL CAVITY WITH MINERAL
WOOL INSULATION
NOTE:
THIS DETAIL OCCURS SIMILARLY AT
THE WALL ON THE EAST SIDE OF THE
BUILDING ADDITION
3" BUILDING
EXPANSION JOINT
EPDM ON RIGID
INSULATION AND
METAL DECK
2 X 6 WOOD
BLOCK
EXISTING RIGID
INSULATION
EXISTING BRICK
VENEER
INFILL CMU UNITS
BETWEEN METAL
JOIST
/8
EXPOSED VENEER
BRICK
7 5/8" 3" 1' - 1"
METAL FLASHING BETWEEN
BRICK AND CMU. TUCK
FLASHING INTO MORTAR
JOINT
WEEPS AT 24" O.C.
LOWER LEVEL
100' - 0"
FLOOR SLAB
CONCRETE
FOUNDATION
WALL FOOTING,
SEE STRUCTURAL
8" CMU
EXISTING WALL
ASSEMBLY
EXISTING CONCRETE
FLOOR SLAB
EXISTING
FOUNDATION
EXPOSED
BRICK VENEER
7 5/8" 3" 1' - 1"
A 322
2' - 0" 15' - 4" 2' - 0"
19' - 4"
A 322
SLOPE SLOPE
A 322
6" BOLLARD - TYPICAL (6)6"
3' - 4" 4' - 0"3' - 4 3/4"4' - 0" 3' - 4"
FOOTING TO EXTEND UNDER GATE
POST - COORDINATE
REQUIREMENTS WITH GATE
SUPPLIER
PRE-FINISHED TOP OF WALL COPING
WITH CONTINUOUS CLIPS
P.T. 2X8 WOOD BLOCKING SECURED
TO BOND BEAM AT TOP OF WALL
8" SPLIT FACE CMU - GROUT ALL
CORES SOLID
#5 BARS AT 32" O.C.
PROVIDE MATCHING SMOOTH FACE
CMU AT TOP COURSE
EXPANSION MATERIAL
6" CONCRETE SLAB
8" 8" 8"
PRE-FINISHED TOP OF WALL COPING
VENETIAN DESIGN DOUBLE SWING
GATE SYSTEM WITH POSTS AND
ACCESSORIES BY AMETCO.
6" GALV. BOLLARD
PRE-FINISHED TOP OF WALL COPING
SPLIT FACE CONCRETE MASONRY
UNITS
6" GALV STEEL BOLLARD
T O
W E
R P
IN
K
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ID
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IC
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N
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S H E E T
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D R A W N
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A
N
D E P A R T M E N T
O F
T E C H N O L O G Y M A N A G E M E N T
A N D
B U D G E T
F A C
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IT
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S
A N D
B U S
IN
E S S
S E R V
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A D M
IN
IS
T R A T
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N
A D A M
L A C H R A D
IR
E C T O R
W A
L L
S E
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N
S
A
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M B
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D E
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M B
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J W
J W
R C
K H
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-5
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R E
N O
V A
T E
A R
M O
R Y
B
IG
R
A P
ID
S
B ig
R a p id s, M ic h ig a n
1/2" = 1'-0"A 322
4 WALL SECTION 1 1/2" = 1'-0"A 322
4A WALL DETAIL
1 1/2" = 1'-0"A 322
4B WALL DETAIL
ISSUED FOR DATE
1/8" = 1'-0"A 322
5 DUMPSTER PLAN
3/4" = 1'-0"A 322
6 DUMPSTER SECTION
1/4" = 1'-0"A 322
1 DUMPSTER FRONT
1/4" = 1'-0"A 322
2 DUMPSTER SIDE
11 5/8"
CONTINUOUS SEALANT WITH
3/8"x3" COMPRESSIBLE
BACKER ROD
12" CMU, MATCH
EXISTING
8" CMU WALL, 2-
HOUR RATED
4" FACE BRICK
3" RIGID
INSULATION
/8
/4
/8
V.I.F., MATCH EXISTING
1' - 5" ±
3 5/8"
1 1/2" RIGID
INSULATION
FACE BRICK. USE
SALVAGED BRICK FROM
DEMOLITION, TO MATCH
AND FIT WITH EXISTING
MORTAR JOINT
SEALANT JOINT
AIR GAP
2X WOOD TRIMS, CUT TO
FIT, 16" O.C. TO SUPPORT
FURRING WALLS AS
NEEDED
AIR GAP
DAMPPROOF ON THE
SURFACE OF CMU
BEFORE INSTALLING RIGID
INSULATION
8" CMU
12" CMU, MATCH
EXISTING
EXISTING 12" CMU
WALL
MORTAR JOINT
A
LI
G N N
H E
X
IS
T
IN
G
1' - 8 1/4"
/8
/4
EXISTING 1 1/2" RIGID
INSULATION
EXISTING 4" FACE BRICK
7 5/8" 8 5/8" 11 5/8"
MORTAR JOINT
DOOR
8" CMU
EXISTING 12" CMU
WALL
EXISTING 1 1/2" RIGID
INSULATION
SEALANT WITH
BACKOR ROD BOTH
SIDES OF BLOCK
EXISTING 4" FACE BRICK
EXISTING 8" CMU
WALL
EXISTING 1 1/2" RIGID
INSULATION
EXISTING 4" FACE
BRICK
/8
7 5/8" 3 1/4"
EXISTING, V.I.F.
1' - 5"
E X
IS
T
IN
G V .I .F
MASONRY CONTROL
INSERT WITH SASH
UNIT BOTH SIDES
EXISTING
CMU
8" CMU, 2 HR
RATED
EXPANSION
JOINT COVER
PLATE SYSTEM
3" RIGID
INSULATION
FACE BRICK
AIR GAP
3 5/8" 1 3/4" 3" 7 5/8"
/8
A
LI
G N N
H E
X
IS
T
IN
G
MASONRY CONTROL
INSERT WITH SASH
UNIT BOTH SIDES
DAMPPROOF ON THE
SURFACE OF CMU
BEFORE INSTALLING
RIGID INSULATION
1' - 4"
FILL CAVITY WITH
NIMERAL WOOD
INSULATION
CONTINUOUS SEALANT WITH
3/8"x3" COMPRESSIBLE
BACKER ROD
FACE BRICK - REFER TO ELEVATIONS
NOTE:
• SASH BLOCK UNITS REQUIRED FULL
HEIGHT, BOTH SIDES OF JOINT, USING
WHOLE AND HALF BLOCK SASH UNITS
FOR A RUNNING BOND COURSING
APPEARANCE - USING SASH UNITS AT
ALTERNATE COURSES IS NOT
ACCEPTABLE AND JOINTS CONSTRUCTED
THIS WAY WILL BE REMOVED AND
REPLACED AT CONTRACTOR'S EXPENSE
• TRUSS TYPE HORIZONTAL MASONRY
WALL JOINT REINFORCING AT INTERIOR
MASONRY WALLS ONLY - LADDER TYPE
HORIZONTAL MASONRY WALL JOINT
REINFORCING (AS SHOWN) AT EXTERIOR
WALLS
• REFER TO FLOOR PLAN FOR WALL
THICKNESS AND UNIT TYPEHORIZONTAL WALL REINFORCING AT
16" O.C. WITH PINTLE-EYE VENEER
ATTACHMENT - DO NOT EXTEND
REINFORCING THROUGH CONTROL
JOINT
2 1/2" THICKNESS OF 2 LB.
DENSITY SPRAY APPLIED FOAM
INSULATION ON FACE OF BLOCK
/8
EXTERIOR
INTERIOR
SEALANT WITH BACKER ROD BOTH
SIDES OF CONCRETE MASONRY UNIT
LINE THREE SIDES OF CORE WITH 15LB. FELT
BUILDING PAPER AND FILL CORE WITH GROUT
NOTE:
TRUSS TYPE HORIZONTAL MASONRY WALL JOINT
REINFORCING (AS SHOWN) AT INTERIOR MASONRY
WALLS ONLY - LADDER TYPE HORIZONTAL
MASONRY WALL JOINT REINFORCING AT EXTERIOR
WALLS
NOTE:
SASH BLOCK UNITS REQUIRED FULL HEIGHT, BOTH
SIDES OF JOINT, USING WHOLE AND HALF BLOCK
SASH UNITS FOR A RUNNING BOND COURSING
APPEARANCE - USING SASH UNITS AT ALTERNATE
COURSES IS NOT ACCEPTABLE AND JOINTS
CONSTRUCTED THIS WAY WILL BE REMOVED AND
REPLACED AT CONTRACTOR'S EXPENSE
NOTE:
REFER TO FLOOR PLAN FOR WALL THICKNESS AND
UNIT TYPE
E X
IS
T
IN
G V .I .F
EXISTING FACE BRICK OVER
INSULATION AND CMU
2 1/2" THICKNESS OF 2 LB.
DENSITY SPRAY APPLIED FOAM
INSULATION ON FACE OF BLOCK
SEALANT WITH BACKER ROD BOTH
SIDES OF CONCRETE MASONRY UNIT
LINE THREE SIDES OF CORE WITH 15LB. FELT
BUILDING PAPER AND FILL CORE WITH GROUT
T O
W E
R P
IN
K
S T
E R
.C O
M
A L L R
IG
H
T S
R E
S E
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N A
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S N I
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K A B
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S B U
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M L A P
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C
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M U
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P R E L
IM
IN
A R Y
C O N S T R U C T
IO
N
F
IN
A L
R E C O R D
D A T E
IS
S U E D
F O R
IN
D E X
C O D E
P R O J E C T
ID
E N T
IF
IC
A T
IO
N
N O
S H E E T
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
S T
A T
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F M
IC
H
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A
N
D E
P A
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M E
N T
O F
M
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IT
A
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A N
D V
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A N
S A
F F
A
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S
C O
N S
T R
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T
IO
N A
N D
F A
C
IL
IT
N A
G E
M E
N T
O F
F
IC
E
N
M A
R T
IN
L
U T
H E
R K
IN
G
J R
B
L V
D
L A
N S
IN
G
M
IC
H
IG
A
N
-2
A T
E O
F M
IC
H
IG
A
N
D E P A R T M E N T
O F
T E C H N O L O G Y M A N A G E M E N T
A N D
B U D G E T
F A C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
T R A T
IO
N
A D A M
L A C H R A D
IR
E C T O R
P L A
N D
E T
A
IL
S
A
D E
C E
M B
E R
D E
C E
M B
E R
J W
J W
R C
K H
R C
-5
.0
R E
N O
V A
T E
A R
M O
R Y
B
IG
R
A P
ID
S
B ig
R a p id s, M ic h ig a n
1 1/2" = 1'-0"A 351
1 PLAN DETAIL
1 1/2" = 1'-0"A 351
2 PLAN DETAIL
1 1/2" = 1'-0"A 351
3 PLAN DETAIL
1 1/2" = 1'-0"A 351
4 PLAN DETAIL
1 1/2" = 1'-0"A 351
5 CONTROL JOINT @ NEW EXTERIOR WALL
1 1/2" = 1'-0"A 351
6 CONTROL JOINT DETAIL @ ADDITIONAL INTERIOR CMU
| Sheets |
| S 001 - GENERAL NOTES |
| S 002 - SPECIAL INSPECTIONS |
| S 003 - TYPICAL DETAILS |
| S 004 - TYPICAL DETAILS |
| S 101 - FOUNDATION PLAN |
| S 201 - FRAMING PLAN |
| S 301 - FOUNDATION DETAILS |
| S 401 - FRAMING DETAILS |
| 36 - A 301 - EXTERIOR ELEVATIONS |
| 36 - A 311 - BUILDING SECTIONS |
| 36 - A 321 - WALL SECTIONS |
| 36 - A 322 - WALL SECTIONS |
| 36 - A 351 - PLAN DETAILS |
File details come from the government source that posted it. Updated .