About this file

This document package includes plans and drawings for the construction of an Army Reserve Center and Area Maintenance Support Activity at Wright-Patterson Air Force Base in Ohio. The project involves construction of a new approximately 30,000 square foot facility, including administrative offices, maintenance bays, locker rooms, a classroom, and other support spaces. Key elements of the design include a pre-engineered metal building with standing seam metal roof and insulated metal wall panels. Interior finishes include acoustical ceilings, ceramic tile floors, and painted gypsum board walls. Site elements incorporate concrete and asphalt paving, landscaping, and a canopied vehicle service area. Mechanical, electrical, and plumbing systems are specified but not shown. Construction is to commence following award of contract number W912QR24R0006 by the U.S. Army Corps of Engineers Louisville District.

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Text version

S-202 H2

L

KJD

H1 S-301

G

MH

0'

1/

2"

/8

/8

A

B E

F1 S-510

A1 S-320

F

S-401 D11

S-401 D1

8" THICK SOG

6" THICK SOG

6" THICK SOG

6" THICK SOG

MOMENT FRAME

MOMENT FRAME

S-201 H1

S-201 A1

S-202 B2

/2

163' - 1 1/2"

20' - 9" 8' - 9 7/8" 4' - 10 1/8" 19' - 9" 2' - 4 1/16" 9' - 1 5/8" 30' - 0" 32' - 0" 23' - 4" 12' - 1 13/16"

4 4 4

4 4 4

-2' - 4"

-2' - 4"

-2' - 4"

-2' - 4"

-2' - 4"

-2' - 4"

4'

3/

4"

/2

CF50 CF60 CF60

CF60

CF60

CF50

CF50

CF50

CF50 CF60 CF60 CF50

CF50

CF50

CF50

CF50

CF50

CF40

CF60

CF60x11'

CF50

CF60

CF80

CF80

CF60

CF60 CF60

CF80CF80CF60

CF30

CF30CF60x26'

CF60x26'

CF60x26'

CF60x26'

C

G1 S-320

A1 S-321

K7 S-511

K1 S-511

K13 S-511

E1 S-511

E7 S-511

E13 S-511

0.9

4.4

N

2.1

8.9

M.2

2.8

1'

9" 7'

5"

4'

5'

0" 7'

3/ 8"

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

TYP

TYP

CF30

A1 S-301

F1 S-510

L10 S-510

F1 S-510

P2 P2

P2

P1

P1

P2

P1

P1

P2

P2

P2 P2

P1

P1

P1

P1

P1

P2

P2

P2

P2

P1

P2

P2

P2

P1

P3 P4 P4 P3

P1

P2

P2

P2

P2

P3

P4 P4

P3

P1

P1

P1

P1

P1

P1

G1 S-533

TYP @ OH DOOR

8' -6

/8

8'

-5

/8

6 6

FOUNDATION PLAN NOTES

1. ELEVATIONS SHOWN ARE TO THE TOP OF THE FOUNDATIONS

AND ARE REFERENCED FORM FINISHED FIRST FLOOR

REFERENCE ELEVATION 0'-0".

2. CENTER WALL FOOTINGS ON WALL CENTERLINE UNO.

3. CENTER SPREAD FOOTINGS ON COLUMN GRID INTERSECTION

UNO.

4. SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES.

5. SEE SHEETS S-501 - S-503 FOR TYPICAL FOUNDATION DETAILS.

6. SEE SHEET S-602 FOR COLUMN SCHEDULE

7. FOUNDATION SUBGRADE MUST BE PREPARED PER THE

EARTHWORK SPECIFICATIONS.

8. SLAB ON GRADE MUST BE PLACED ON A 15 MIL VAPOR BARRIER

OVER AGGREGATE CAPILLARY BREAK PER THE EARTHWORK

SPECIFICATIONS. SEE TYPICAL DETAIL K1/S-501.

9. POUR SLAB ON GRADE OVER CONCRETE FOUNDATION STEM

WALLS AT ALL EXTERIOR DOORWAYS. REINFORCE SLAB ON

GRADE AT EXTERIOR DOORWAYS PER TYPICAL DETAIL D1/S-501.

10. REINFORCE SLAB ON GRADE AT REENTRANT CORNERS PER

TYPICAL DETAIL J14/S-501

11. .IN-FLOOR RADIANT HEATING SYSTEM SHALL BE INCLUDED IN

WORKBAY SLAB AS INDICATED ON MEP DRAWINGS,

CONTRACTOR SHALL COORDINATE W/ MEP DRAWINGS.

TAG NOTES

LEGEND

REENTRANT CORNER REINFORCEMENT. SEE TYPICAL DETAIL

J14/S-501

PROVIDE THICKENED SLAB AT CMU PARTITION PER TYPICAL

DETAIL L10/S-510.

SLAB REINFORCEMENT AT DISCONTINUOUS CONTROL JOINTS.

SEE TYPICAL DETAIL L13/S-503.

TRENCH DRAIN. SLOPE SLAB TO DRAIN. DET L8/S-503.

STEEL BOLLARD. SEE ARCH DRAWINGS FOR LOCATIONS AND

TYPICAL DETAIL.

RECESSED FLOOR SLAB @ ENTRY MAT LOCATIONS,

COORINATE LOCATION W/ ARCH, COORINATE RECESS DEPTH

W/ MAT SUPPLIER

PROVIDE EQUIPMENT PADS PER DETAIL F8/S-501, COORDINATE

LOCATION W/ MEP

(-2'-0")

WF25

F40

P1

ML1

ML2

EOS

SJ

SOG

TOP OF FOOTING ELEVATION.

WALL FOOTING. SEE SCHEDULE.

SPREAD FOOTING. SEE SCHEDULE.

COLUMN PIER. SEE SHEET S-502

MASONRY LINTEL 1. SEE TYPICAL DETAIL G1/S-523

MASONRY LINTEL 2. SEE TYPICAL DETAIL G1/S-523

EDGE OF SLAB.

SAWN CONTRACTION JOINT. SEE TYPICAL DETAIL 1/S-502.

SLAB ON GRADE. SEE TYPICAL DETAIL K1/S-501. SEE PLAN FOR

REINFORCEMENT.

1 1/2"X3/16" ALUMINUM BAR GRATING.

8" CMU WALL REINF W/ #5@32" OC VERT, SEE GENERAL

NOTES FOR HORIZ. REINFORCING

8" NON-LOADBEARING CMU WALL REINF W/ #5@48" OC

VERT, SEE GENERAL NOTES FOR HORIZ. REINFORCING.

CONCRETE WALL. SEE PLAN FOR THICKNESS. SEE

SECTION FOR REINFORCING.

DIAGONAL BRACING. SEE FRAMING ELEVATIONS.

MARK THICKNESS REINFORCING

6" SOG 6" #4@18" OC EW

6" RECESSED SOG 6" #4@18" OC EW

8" SOG 8" #5@12" OC EW

SLAB ON GRADE SCEDULE

US Army Corps of Engineers ®

SHEET ID

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1/8" = 1'-0"A1 FOUNDATION PLAN

POL RACKS

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IN

A C

C O

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_P la ns -0

ARIMS: 200A Disposition: Maintain for 15 yrs after construction

M O

S

D S

D

T

OS OS

OS

OS OS

OS

OS

TEXT TEXT

T E

X T

TEXT

T E

X T

T E

X T

CO

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

W A

P W

A P

W A

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W A

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W A

P

W P

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FI

W P

G

FI

W P

G

FI

CO

EXPOSED

EXPOSED

EXPOSED

EXPOSED

EXPOSED

EXPOSED

EXPOSED

LINE OF ROOF OVERHANG

ABOVE.

SEE A-131, ROOF PLAN

LINE OF ROOF OVERHANG ABOVE

8.9

MLKJHGFEDBA

MAU: REFER TO MECHANICAL

HEATER: REFER TO

MECHANICAL (TYP.)

VEH. EXH. FANS (TYP.)

WELDING EXHAUST BOOM-

REF. TO MECH.

WELDING EXHAUST FAN

EXHAUST FAN; SEE MECH.

HEATER: REFER TO

MECHANICAL (TYP.)

CEILING ACCESS

PANEL

HEATER: REFER

TO MECHANICAL

(TYP.)

M RR

CORRIDOR

SHOP OFFICE (AMSA)

FLAMMABLE

STORAGE

114 CONTROL WASTE

STORAGE

ELECTRICAL

MECHANICAL

FLUID DISTRIBUTION

BATTERY ROOM

107A

REPAIR BAY

SAFETY AISLE

EQUIP. ALCOVE

109A

VEST.

SHOWER/LOCKER

106A

TR

SHOWER/ LOCKER

104A

W RR

JAN

CLASS/BREAK ROOM

(OMS) OFFICE

101B

SHOP OFFICE (OMS)

(OMS) OFFICE

101A

(AMSA) OFFICE

100A

TOOLS AND PART

DELIVERY AREA

109F

452nd CO TOOL AND

PARTS AREA

109C

705th CO TOOL AND

PARTS AREA

109B

(AMSA) TOOLS AND

PARTS STORAGE

109E

EXPOSED

EXPOSED

C

A-141

A7

DS DS DS

DSDSDS

SC/DS

SC/DS

SC/DS

SC/DS

SC/DS

LINE OF ROOF

OVERHANG

ABOVE

VEH. EXH. FANS (TYP.)

EXPOSED

10' - 0"

10' - 0"

DOUBLE GIRDER

CRANE: REFER TO

STRUCTURAL

SATS CANOPY:

REFER TO DETAILS

M.2

4' - 0"

A-440 G11

AP

AP AP

AP

AP

N

0.9

2.8

4.4

SATS CANOPY -

NON PERFORATED

PREFINISHED

METAL SOFFIT

1. ALL CEILINGS ARE AT 9'-0" UNLESS OTHERWISE NOTED.

2. SUSPENDED ACOUSTICAL AND GYPSUM BOARD CEILINGS REQUIRE

BRACING, REFERENCE SPECIFICATION SECTIONS 09 29 00 GYPSUM

BOARD AND 09 51 00 ACOUSTICAL CEILINGS FOR FURTHER

INFORMATION.

3. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL WET

LOCATIONS SUCH AS KITCHEN, JANITOR'S CLOSETS, RESTROOMS

AND BREAKROOMS.

GENERAL NOTES - REFLECTED CEILING PLAN

EXIT SIGN LOCATION

GWB CEILING

RECESSED CAN LIGHT FIXTURE

SUPPLY DIFFUSER

RETURN GRILLE

2x2 LAY-IN ACOUSTICAL CEILING

LED LIGHT FIXTURE

EMERGENCY LIGHT FIXTURE

WALL MOUNTED LED

LIGHT FIXTURE

OS OCCUPANCY SENSOR

L DAYLIGHTING SENSOR

EXPOSED STRUCTURE TO BE

PAINTED, SEE FINISH SCHEDULE

EXP / EXPOSED

EXT. METAL SOFFIT (X14)

SPOT ELEVATION

SUSPENDED LED LIGHT

FIXTURE

VS VACANCY SENSOR

CEILING ACCESS PANEL AP

LEGEND - REFLECTED CEILING PLAN

DS DOWNSPOUT

SCUPPER DOWNSPOUT SC/DS

STEEL CAGING

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

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D E

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N E

D B

Y

S U

B M

IT

T

E D

B Y

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E

C H

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K E

D B

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A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

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N N

O

N

3 5 7 9 11 13 15 17 19

L

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G

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D A

T E

M A

R K

D E

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P a th

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2 4 6 8 10 12 14 16 18 20

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A-140

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F L O

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J B

R O

C K

L D

U N

N

AMSA

1/8" = 1'-0"

A1

FIRST FLOOR REFLECTED CEILING PLAN

0 8'4' 16'

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

N

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W

2Q R

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_P la ns -0

FINISH FLOOR

0' - 0"

FINISH FLOOR

0' - 0"

INSULATED

TRANSLUCENT WALL

BASE

28' - 11"

J2

A-301

MLKJHGFEDBA

CONTINUOUS PREFINISHED

METAL CLEAT COPING (X13),

TYP.

INSULATED PRECAST

CONCRETE WALL PANEL

WITH 3" RIGID INSULATION

(R-15 MIN) (X1)

PREFINISHED METAL

CONDUCTOR HEAD (X11)

AND DOWNSPOUT (X11) TO

CONCRETE SPLASH BLOCK,

TYP.

STANDING SEAM METAL

ROOF, X10

INSULATED METAL DOOR

AND FRAME (X4), TYP. OVERHEAD COILING

DOOR/INSULATED CORE

ALUMINUM UNIT, TYP. (X8)

INSULATED METAL DOOR

AND FRAME (X4), TYP.

3" (R-19 MIN.) INSULATED

METAL PANEL (X5)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

FORMED METAL WALL

LOUVER (X7)

L3L3L4

PREFINISHED METAL 1X14

FASCIA (X13)

SNOW GUARD RAIL (X12),

TYP.

PRE-ENGINEERED

ALUMINUM CANOPY (X6)

BOLLARD, SEE CIVIL DETAILS.

C

J1

A-512

M.2

STANDING SEAM METAL ROOF

SYSTEM (X10)

WALL MOUNTED LIGHT FIXTURE,

SEE ELECTRICAL DRAWINGS

SATS CANOPY STRUCTURE (X17),

SEE STRUCTURAL

N

METAL LADDER ANCHOR

SATS CANOPY SIDEWALL;

SEE SECTION L15/A441

FINISH FLOOR

0' - 0"

INSULATED

TRANSLUCENT WALL

BASE

28' - 11"

D2

A-301

STANDING SEAM METAL

ROOF, X10

123456789101112

CONTINUOUS PREFINISHED

METAL CLEAT COPING (X13),

TYP.

STANDING SEAM METAL

ROOF SYSTEM (X10)

INSULATED TRANSLUCENT

FIBERGLASS SANDWICH

PANEL WINDOW-WALL

SYSTEM (X9)

3" (R-19 MIN.) INSULATED

METAL PANEL (X5)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

FORMED METAL WALL

LOUVER (X7)

A1

A-441

L10 L11

SNOW GUARD RAIL (X12),

TYP.

INSULATED PRECAST

CONCRETE WALL PANEL

WITH 3" RIGID INSULATION

(R-15 MIN) (X1)

A

2' - 11"METAL LADDER ANCHOR

SATS CANOPY STRUCTURE (X17),

SEE STRUCTURAL

2.1

BOLLARD, SEE CIVIL DETAILS.

BOLLARD, SEE CIVIL DETAILS.

PREFINISHED METAL GUTTER AND

DOWNSPOUT (X11)

0.92.84.4

1. CONTRACTOR TO COORDINATE PENETRATIONS WITH MEP DRAWINGS AND

FIELD VERIFY EXACT LOCATION & SIZE OF PENETRATIONS.

2. REFERENCE EXTERIOR FINISH SCHEDULE ON SHEET A-203 FOR EXTERIOR

MATERIALS INDICATED WITH AN (X##).

3. REFER TO SHEET A-130 FOR TYPICAL EXTERIOR ROOF SYSTEMS (ER-1, ER-2,

ER-3) AND SHEET A-311 AND A-312 FOR TYPICAL EXTERIOR WALL SYSTEMS

(EW-1 AND EW-2)

4. EXTERIOR FINISH COLORS AND MATERIALS SHALL COMPLY WITH THE

WRIGHT PATTERSON AFB INSTALLATION FACILITY STANDARDS. REFER TO

STANDARD PRODUCTS AND COLORS LISTED IN THE IFS.

5. REFER TO PRECAST CONCRETE ELEVATIONS (A-210 SERIES DRAWINGS) FOR

PRECAST PANEL DIMENSIONS AND OPENING LOCATIONS.

GENERAL NOTES - ELEVATIONS

US Army Corps of Engineers ®

SHEET ID

U S

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D B

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A N

S I D

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D A

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N T

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C T

N O

S O

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T

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N N

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3 5 7 9 11 13 15 17 19

L

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P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

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A-201

E X

T E

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L E

V A

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J B

R O

C K

J B

R O

C K

L D

U N

N

AMSA

1/8" = 1'-0"A-110

A1 SOUTH EXTERIOR ELEVATION

1/8" = 1'-0"A-110

H1 EAST EXTERIOR ELEVATION

EXTERIOR FINISH SCHEDULE

MARK COMPONENT FINISH DESCRIPTION

X1 PRECAST CONCRETE PANEL COLOR: WHITE

X2 ALUMINUM ENTRANCE DOOR AND

GLAZING

COLOR: CLEAR ANODIZED

X3 ANOD. ALUMINUM WINDOW UNITS COLOR: CLEAR ANODIZED

X4 STEEL DOORS AND FRAME FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X5 INSULATED METAL WALL PANEL 3" ISOLEREN ML, RIBBED PANEL,

COLOR: "SANDSTONE"

X6 CANOPIES AND SUNSHADES FACTORY FINISH, COLOR:CLEAR

ANODIZED

X7 METAL WALL LOUVER COLOR:CLEAR ANODIZED

X8 O.H. SECTIONAL DOOR / INSUL. CORE

ALUM. UNIT

FACTORY FINISH, COLOR: MATCH

INSULATED METAL WALL PANEL

X9 INSULATED TRANSLUCENT FIBERGLASS

SANDWICH PANEL WINDOW-WALL

SYSTEM

FACTORY FINISH, COLOR: BONE

WHITE #21B TRIM; CRYSTAL FACE

X10 STANDING SEAM METAL ROOF FACTORY FINISH, COLOR: METALLIC

SILVER

X11 GUTTER, DOWNSPOUT, DOWNSPOUT

BOOTS, AND CONDUCTOR HEADS

FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X12 SNOW GUARD RAIL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X13 TRIM AND FLASHING FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X14 SOFFIT PANEL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X15 SNOW GUARD RAIL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X16 NOT USED NOT USED

X17 SATS CANOPY AND WASH RACK PAINTED STRUCTURAL STEEL

COLUMN. PAINT SHALL MATCH AMSA

ROOF AND TRIM COLOR.

0 8'4' 16'

0 8'4' 16'

R

E V

IS

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FINISH FLOOR

0' - 0"

INSULATED

TRANSLUCENT WALL

BASE

28' - 11"

D2

A-301

T.O. PARAPET

16' - 8"

A

1 2 3 4 5 6 7 8 9 10 11 12

3" (R-19 MIN.) INSULATED

METAL PANEL (X5)

INSULATED PRECAST

CONCRETE WALL PANEL

WITH 3" RIGID INSULATION

(R-15 MIN) (X1)

PREFINISHED METAL

CONDUCTOR HEAD (X11)

AND DOWNSPOUT (X11) TO

CONCRETE SPLASH BLOCK,

TYP.

ALUMINUM WINDOW, FIXED

(X3), TYP.

INSULATED TRANSLUCENT

FIBERGLASS SANDWICH

PANEL WINDOW-WALL

SYSTEM (X9)

3" (R-19 MIN.) INSULATED

METAL PANEL (X5)

ALUMINUM DOOR, FULL

GLAZED, STYLE AND RAIL

(X2)

PREFINISHED METAL 1X14

FASCIA (X13)

C

SNOW GUARD RAIL (X12),

TYP.

SNOW GUARD RAIL (X12),

TYP.

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

STANDING SEAM METAL

ROOF, X10

PRE-ENGINEERED

ALUMINUM CANOPY (X6)

PREFINISHED METAL GUTTER AND

DOWNSPOUT (X11)

2.1

BOLLARD, SEE CIVIL DETAILS.

0.9 2.8 4.4

FINISH FLOOR

0' - 0"

FINISH FLOOR

0' - 0"

INSULATED

TRANSLUCENT WALL

BASE

28' - 11"

J2

A-301

T.O. PARAPET

16' - 8"

A2

A-301

INSULATED METAL DOOR

AND FRAME (X4), TYP.

INSULATED METAL DOOR

AND FRAME (X4), TYP.

M L K J H G F E D B A

STANDING SEAM METAL

ROOF, X10

OVERHEAD COILING

DOOR/INSULATED CORE

ALUMINUM UNIT, TYP. (X8)

16' - 9 1/4" 16' - 0" 8' - 0" 24' - 0" 8' - 0" 24' - 0" 12' - 10 3/16"

3" (R-19 MIN.) INSULATED

METAL PANEL (X5)

PRE-ENGINEERED

ALUMINUM CANOPY (X6)

CONTINUOUS PREFINISHED

METAL CLEAT COPING (X13),

TYP.

PREFINISHED METAL 1X14

FASCIA (X13)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

FORMED METAL WALL

LOUVER (X7)

FORMED METAL WALL

LOUVER (X7) L2

L3 L3 L1

INSULATED PRECAST

CONCRETE WALL PANEL

WITH 3" RIGID INSULATION

(R-15 MIN) (X1)

SNOW GUARD RAIL (X12),

TYP.

FORMED METAL WALL

LOUVER (X7)

L6 L5

L7

L9L13

C

J1

A-512

M.2

WALL MOUNTED LIGHT FIXTURE,

SEE ELECTRICAL DRAWINGS

BOLLARD, SEE CIVIL

DETAILS.

SATS CANOPY

STRUCTURE(X17)

N

SATS CANOPY

SIDEWALL;

SEE SECTION L15/A441

1. CONTRACTOR TO COORDINATE PENETRATIONS WITH MEP DRAWINGS AND

FIELD VERIFY EXACT LOCATION & SIZE OF PENETRATIONS.

2. REFERENCE EXTERIOR FINISH SCHEDULE ON SHEET A-203 FOR EXTERIOR

MATERIALS INDICATED WITH AN (X##).

3. REFER TO SHEET A-130 FOR TYPICAL EXTERIOR ROOF SYSTEMS (ER-1, ER-2,

ER-3) AND SHEET A-311 AND A-312 FOR TYPICAL EXTERIOR WALL SYSTEMS

(EW-1 AND EW-2)

4. EXTERIOR FINISH COLORS AND MATERIALS SHALL COMPLY WITH THE

WRIGHT PATTERSON AFB INSTALLATION FACILITY STANDARDS. REFER TO

STANDARD PRODUCTS AND COLORS LISTED IN THE IFS.

5. REFER TO PRECAST CONCRETE ELEVATIONS (A-210 SERIES DRAWINGS) FOR

PRECAST PANEL DIMENSIONS AND OPENING LOCATIONS.

GENERAL NOTES - ELEVATIONS

US Army Corps of Engineers ®

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P a th

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L U

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L A

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U s e rs

\H E

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A-202

E X

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AMSA

1/8" = 1'-0"A-110

H1 WEST EXTERIOR ELEVATION

1/8" = 1'-0"A-110

A1 NORTH EXTERIOR ELEVATION

EXTERIOR FINISH SCHEDULE

MARK COMPONENT FINISH DESCRIPTION

X1 PRECAST CONCRETE PANEL COLOR: WHITE

X2 ALUMINUM ENTRANCE DOOR AND

GLAZING

COLOR: CLEAR ANODIZED

X3 ANOD. ALUMINUM WINDOW UNITS COLOR: CLEAR ANODIZED

X4 STEEL DOORS AND FRAME FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X5 INSULATED METAL WALL PANEL 3" ISOLEREN ML, RIBBED PANEL,

COLOR: "SANDSTONE"

X6 CANOPIES AND SUNSHADES FACTORY FINISH, COLOR:CLEAR

ANODIZED

X7 METAL WALL LOUVER COLOR:CLEAR ANODIZED

X8 O.H. SECTIONAL DOOR / INSUL. CORE

ALUM. UNIT

FACTORY FINISH, COLOR: MATCH

INSULATED METAL WALL PANEL

X9 INSULATED TRANSLUCENT FIBERGLASS

SANDWICH PANEL WINDOW-WALL

SYSTEM

FACTORY FINISH, COLOR: BONE

WHITE #21B TRIM; CRYSTAL FACE

X10 STANDING SEAM METAL ROOF FACTORY FINISH, COLOR: METALLIC

SILVER

X11 GUTTER, DOWNSPOUT, DOWNSPOUT

BOOTS, AND CONDUCTOR HEADS

FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X12 SNOW GUARD RAIL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X13 TRIM AND FLASHING FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X14 SOFFIT PANEL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X15 SNOW GUARD RAIL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X16 NOT USED NOT USED

X17 SATS CANOPY AND WASH RACK PAINTED STRUCTURAL STEEL

COLUMN. PAINT SHALL MATCH AMSA

ROOF AND TRIM COLOR.

0 8'4' 16'

0 8'4' 16'

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F P

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A1

A-441

SAT CANOPY

SATS

M.2

11' - 9 5/8"

1' - 2 1/2"

" 1' - 6"

10' - 6"

3 1/2"

CLEAR

9' - 10"

BOLLARD, SEE CIVIL DETAILS.

BOLLARD, SEE CIVIL DETAILS.

BOLLARD, SEE CIVIL DETAILS.

BOLLARD, SEE CIVIL DETAILS.

DISCONNECT SWITCHGEAR - SEE

ELECTRICAL

SATS CANOPY COLUMN - SEE

STRUCTURAL

SATS CANOPY COLUMN - SEE

STRUCTURAL

SATS CANOPY COLUMN - SEE

STRUCTURAL

109A

N

BOLLARD, SEE CIVIL DETAILS.

D S

0.9

2.8

4.4

L15

A-441

A1

A-441

3" / 1'-0"

11' - 9 5/8"

PREFINISHED METAL GUTTER AND

DOWNSPOUT (X11)

STANDING SEAM METAL ROOF

SYSTEM (X10)

PREFINISHED METAL 1X14 FASCIA

(X13)

ROOFING ASSEMBLY ER3

L15

A-441

DRIP EDGE FLASHING

(2) 3/4" P.T. PLYWOOD

DRIP EDGE

GLASS MAT GYPSUM SHEATHING

COVERBOARD, 1/2"

STANDING SEAM METAL ROOF (X10)

PAINTED HSS FRAMING,

REFER TO STRUCTURAL

DRAWINGS (X17)

GUTTER ( 6" x 8" D ) (X11)

METAL FASCIA, (X13)

METAL DECK

ICE AND WATER SHIELD CONTINUOUS

OVER 1/2" COVERBOARD: PROVIDE AN

ADDITIONAL LAYER 3'-0" FROM ROOF

EDGES

NL15

A-441

NON PERFORATED

PREFINISHED METAL

SOFFIT PANEL (X14)

COLD FORM METAL

STUD FRAMING

COLD FORM METAL

ANGLE

FINISH FLOOR

0' - 0"

M

A-441

J9

A-441

J1

1 3/4"11' - 9 5/8"

M.2

STANDING SEAM METAL ROOF

SYSTEM (X10)

PAINTED HSS FRAMING,

REFER TO STRUCTURAL

DRAWINGS (X17)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

BOLLARD, SEE CIVIL DETAILS.

N

L15

A-441

A-441

F7

NON PERFORATED

PREFINISHED METAL

SOFFIT PANEL (X14)

COLD FORM METAL

FRAMING

M.2

GLASS MAT GYPSUM

SHEATHING COVERBOARD,

1/2"

STANDING SEAM METAL

ROOF (X10)

PAINTED HSS FRAMING,

REFER TO STRUCTURAL

DRAWINGS (X17)

FASTENER, BED IN

SEALANT

METAL DECK

ICE AND WATER SHIELD

CONTINUOUS OVER 1/2"

COVERBOARD: PROVIDE

AN ADDITIONAL LAYER

3'-0" FROM ROOF EDGES

CONT. SEALANT, TYP.

ENDWALL FLASHING

FASTENER, BED IN

SEALANT

METAL CLOSURE SET

IN TAPE MASTIC AT TOP

AND BOTTOM

3" (R-19 MIN.) INSULATED METAL

PANEL (X5)

2X P.T. BLOCKING

COLD FORM METAL

STUD FRAMING

0.9

DRIP EDGE FLASHING

1" METAL WALL PANEL

NON PERFORATED PREFINISHED

METAL SOFFIT PANEL (X14)

COLD FORM METAL FRAMING

PANEL FLASHING

PAINTED HSS FRAMING,

REFER TO STRUCTURAL

DRAWINGS (X17)

M.2

PAINTED HSS FRAMING, REFER

TO STRUCTURAL DRAWINGS

(X17)

NON PERFORATED

PREFINISHED METAL SOFFIT

PANEL (X14)

3" (R-19 MIN.) INSULATED METAL

PANEL (X5)

COLD FORM METAL

STUD FRAMING

COLD FORM METAL

ANGLE

US Army Corps of Engineers ®

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S A

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AMSA

3/8" = 1'-0"A-110

A15 SATS CANOPY FLOOR PLAN

1/4" = 1'-0"A-130

A9 SATS CANOPY ROOF PLAN

1 1/2" = 1'-0"A-441

J9 SATS CANOPY DETAIL

3/8" = 1'-0"A-110

A1 SATS CANOPY SECTION

1 1/2" = 1'-0"A-441

J1 SATS CANOPY DETAIL

0 4'2' 8'

0 0.25' 0.5' 1' 1.5'0 0.25' 0.5' 1' 1.5'

R

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1 1/2" = 1'-0"A-441

L15 CANOPY SIDE-WALL DET.

1 1/2" = 1'-0"A-441

F7 SATS CANOPY SOFFIT DETAIL

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

W

2Q R

R

_P la ns -0

A-622 A7

INSULATED TRANSLUCENT

FIBERGLASS SANDWICH PANEL

WINDOW-WALL SYSTEM (X9)

STEEL GIRT; REFER TO

STRUCTURAL

3" (R-19 MIN.) INSULATED METAL

PANEL (X5)

G F

SELF-ADHERING AIR/VAPOR

BARRIER TRANSITION MEMBRANE

SELF-ADHERING AIR/VAPOR

BARRIER

STANDING SEAM METAL ROOF, X10

GLASS MAT GYPSUM SHEATHING

UNDERLAYMENT, 1/2"

5" POLYISOCYANURATE

INSULATION BOARD (R-30 MIN)

INSULATED TRANSLUCENT

FIBERGLASS SANDWICH PANEL

WINDOW-WALL SYSTEM (X9)

GLASS MAT GYPSUM SHEATHING

COVERBOARD, 1/2"

EDGE ANGLE; REF. TO STRUCTURAL

A-622 K7

3" (R-19 MIN.) INSULATED METAL

PANEL (X5)

PREFINISHED METAL SOFFIT (X14)

RIGID INSULATION

GLASS MAT GYPSUM SHEATHING,

5/8"

DRIP EDGE

COLD FORMED METAL FRAMING

STEEL DECK WITH STRUCT. STEEL

UNDER DECK FLUTE - REF. TO

STRUCTURAL

LINE OF ROOF BEYOND

STEEL BEAM - REFER TO STRUCT.

STEEL GIRT - REFER TO STRUCT.

DRIP EDGE

DRIP EDGE

2' - 1"

80 MIL FELT-BACKED FULLY

ADHERED PVC ROOF MEMBRANE

(X11)

PANEL FLASHING

10"

PREFINISHED METAL EXP.

JOINT COVER

2X PRESSURE TREATED WOOD BLOCKING

M

IN

FLASHING RECIEVER

PREFINISHED METAL BASE FLASHING

CONT. EDGE STRIP

16'-0"

SELF-ADHERING AIR/VAPOR BARRIER

WRAPPING FROM STEEL TUBING DOWN

FACE OF CMU, LAPPING WOOD CURB

STEEL TUBE - REF. TO

STRUCTURAL

CONTINUOUS BEAD SEALANT BETWEEN AIR/VAPOR

BARRIER AND INS. METAL PANEL

3" (R-19 MIN.) INSULATED METAL

PANEL (X5)

SELF-ADHERING AIR/VAPOR

BARRIER WRAPPING WOOD

CURB, TO WOOD BLOCKING,

TO 1/2" GYP UNDERLAYMENT

BENT PLATE - REFER TO

STRUCTURAL

SELF-ADHERING AIR/VAPOR

BARRIER WRAPPING WOOD

CURB, TO WOOD BLOCKING,

TO 1/2" GYP UNDERLAYMENT

COMPRESSABLE INSULATION

PREFINISHED METAL GUTTER AND

DOWNSPOUT (X11)

STANDING SEAM METAL ROOF, X10

GLASS MAT GYPSUM SHEATHING

UNDERLAYMENT, 1/2"

GLASS MAT GYPSUM SHEATHING

COVERBOARD, 1/2"

5" POLYISOCYANURATE

INSULATION BOARD (R-30 MIN)

1 1/2" STEEL DECK, SEE

STRUCTURAL

PREFINISHED METAL SOFFIT (X14)

SELF-ADHERING AIR/VAPOR

BARRIER

DRIP EDGE

EDGE ANGLE; REF. TO STRUCTURAL

A-522 K14

DRIP EDGE

STEEL BEAM - REFER TO

STRUCTURAL

STEEL GIRT - REFER TO

STRUCTURAL

STEEL JOIST - REFER TO

STRUCTURAL

COLD FORM METAL FRAMING

ATTACHED TO JOIST FLANGE -

REF. TO STRUCTURAL

3" (R-19 MIN.) INSULATED METAL

PANEL (X5)

CONTINUOUS BEAD SEALANT

BETWEEN SELF ADHERING

AIR/VAPOR BARRIER AND INSULATED

METAL PANEL

1/2" GLASS MAT GYPSUM

SHEATHING AT ROOF EDGE FOR AIR

BARRIER INSULATION

3" (R-19 MIN.) INSULATED METAL

PANEL (X5)

IMPACT RESISTANT INTERIOR

LINING PANEL TO 8'-0" A.F.F.

R-20 CONT.

RIGID INSULATION

PANEL FLASHING

CONCRETE FOUNDATION WALL;

REF. TO STRUCTURAL

6" STEEL RUNNER CHANNEL

CONT. BEAD OF SEALANT

BETWEEN CONC. AND INS. METAL

PANEL

FLOOR SLAB - REFER TO

STRUCTURAL

0.9

US Army Corps of Engineers ®

SHEET ID

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AMSA

1 1/2" = 1'-0"A-312

F1 SECTION DETAIL - INS. TRANSLUCENT PANEL

1 1/2" = 1'-0"A-312

J1 SECTION DETAIL - RAKE ASSEMBLY

1 1/2" = 1'-0"A-312

A1 SECTION DETAIL- ROOF TO WALL TRANSITION

1 1/2" = 1'-0"A-311

G12 SECTION DETAIL - EAVE ASSEMBLY

1 1/2" = 1'-0"A-311

A12 SECTION DETAIL - FOUNDATION

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

0 0.25' 0.5' 1' 1.5'

R

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AMSA S-111
AMSA A-140
AMSA A-201
AMSA A-202
AMSA A-441
AMSA A-511

File details come from the government source that posted it. Updated .