Am_0003-Drawings.pdf

PDF 4 MB Posted Sep 8, 2017

Attached to: Shadow Range Training Facility Federal contract opportunity
Solicitation number: W9128F-17-R-0100
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Amendment 0003 Drawings

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File	Type	Posted
Am_0004.pdf	PDF	Sep 11, 2017
Am_0003.pdf	PDF	Sep 8, 2017
Civil_Design_Files.zip	ZIP file	Sep 1, 2017
Am_0002-Drawings.pdf	PDF	Aug 31, 2017
Am_0002.pdf	PDF	Aug 31, 2017
Am_0001-Drawings.pdf	PDF	Aug 25, 2017
Am_0001.pdf	PDF	Aug 25, 2017
Am_0001.pdf	PDF	Aug 25, 2017
W9128F-17-R-0100_Plans.PDF	PDF	Aug 12, 2017
FCBE-Specifications.pdf	PDF	Aug 12, 2017

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S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

INDEX

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

M - 2 0 1

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

Designator)

RELEASE 3.0 for Level 2

(see A/E/C CADD STANDARD

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

3D REPRESENTATIONS

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

OMAHA DISTRICT

O M

A H

A D

T R

L .B .C

F -1

-0

L .B .C

S H

A D

O W U

A S R

A N

G E T

R A

G F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

P N

F C

B E

G -0

B .d g n

E X C

O N

U E

G-002B

W F -1

-R -0

L .B .C

-0

-2

A M

G E

N E

R A

L R

E V

A-200FL

WOMEN'S LATRINE

MEN'S LATRINE

MECH

4' - 4"

A-200FL

4' - 8"

12' - 0"

LV-1

A-300FL

WALL MOUNTED

TOILET PARTITION

(TYP.)

SST TROUGH URINAL

LOUVERS

VAULT TYPE TOILET

3' - 0"

A-200FL

TTDJ

TSCD

MM/SMHD

DRAIN

VAULT CLEAN-OUT

-SEE STRUCT.

VAULT VENT (TYP.)

X WALL TYPE SEE SHEETS A-410

SYMBOLS LEGEND

X WINDOW TYPE SEE SHEETS A-600

X MATERIAL COLOR/FINISH LOCATION SEE SHEET

A-200 THRU A-201

LOUVER SEE-600LX

CJ GWB CONTROL JOINT IN INTERIOR WALLS

FEC FIRE EXTINGUISHER CABINET SEE DETAILS A-701

CG CORNER GUARD

GENERAL NOTES:

1.ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEET.

2.DOOR SCHEDULES MAY BE FOUND ON A-600 SHEET.

3.WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.

4.SEE A-410 FOR WALL TYPE DETAILS

5 .PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING ON ALL EXPOSED GWB SURFACES.

PROVIDE AT CORNERS OF DOOR OR WINDOW OPENINGS OR EDGES OF CEILING FEATURES

WHENEVER POSSIBLE.

6. GROSS AREA OF BUILDING: 328 SF

GENERAL LATRINE NOTES:

PROVIDE THE FOLLOWING TOILET ACCESSORIES IN THE FIELD LATRINE,

COORDINATE FINAL MOUNTING LOCATION:

-(MM) MIRROR, METAL

-(SMHD) SHELF, METAL, HEAVY DUTY

-(TTDJ) TOILET TISSUE DISPENSER, JUMBO

-(TSCD) TOILET SEAT COVER DISPENSER

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-101FL

L D

L A

T R

F L

O O

R P

L A

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

1/4" = 1'-0"A-101FL

1 FIELD LATRINE FLOOR PLAN

PLAN NORTH

M A

R K

D E

S C

N D

A T

M G

E N

E R

A L R

E V

N S

-0

-2

0 4' 8' 12'

O S

IRMRGWB CEILING

2X4 LIGHTING FIXTURE

AFFX'-X" CEILING HEIGHT

(ABOVE FINISH FLOOR)

CEILING LEGEND:

PENDANT FIXTURE

ONE HOUR FIRE RATED WALL

REFLECTED CEILING PLAN NOTES:

1.DO NOT SCALE FROM DRAWINGS.

2.REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL LIGHTING INFORMATION

3.REFER TO MECHANICAL DRAWINGS FOR DUCT & DIFFUSER INFORMATION

WOMEN'S LATRINE

MEN'S LATRINE

MECH

PRE-FINISHED

METAL SOFFIT

PANELS

ROOF OUTLINE

8' - 0"

EXHAUST PIPE (SEAL PENETRATIONS)

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-120FL

C E

G P

L A

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

A M

E V

D A

N D

R E

D R

A W

N -0

-2

1/4" = 1'-0"A-120FL

2 FIELD LATRINE CEILING PLAN

PLAN NORTH

SNOW GUARD

PERIMETER OF

BUILDING BELOW

RIDGE CAP

EXHAUST FAN

REFER TO

MECHANICAL

SSMR ROOF

A-521

2' - 0"

A-521

GENERAL NOTES:

1.DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS AND FACE OF

PRECAST WALLS.

2.ALL DIMENSIONS ARE NOMINAL, UNLESS NOTED OTHERWISE.

3.SEE A-700 FOR DOWNSPOUT DETAILS.

4.SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTION TERMINALS.

5.DO NOT SCALE FROM DRAWINGS.

6.REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION

7.COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.

8.ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH

SMACNA GUIDELINES

9.ALL FINISHES TO BE FACTORY PRE-FINISHED

10.ALLJOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE/FLASHING, CAULK,

GASKETS SEALANTS, AND/OR WEATHER STRIPPING AS REQUIRED.

11.ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE AIR BARRIER

SYSTEM

12.REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-130FL

R O

O F

P L A

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

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

1 FIELD LATRINE ROOF PLAN

M A

R K

D E

S C

N D

A T

M G

E N

E R

A L R

E V

N S

-0

-2

PLAN NORTH

SLOPE

4:12

SLOPE

4:12

*/- 111' - 9 1/2"

T.O. RIDGE

100' - 0"

FINISHED FLOOR

107' - 4"

T.O. HEAD

105' - 10"

B.O. SILL

*/- 111' - 9 1/2"

T.O. RIDGE

FINISHED FLOOR

100' - 0"

*/- 111' - 9 1/2"

T.O. RIDGE

100' - 0"

FINISHED FLOOR

107' - 4"

T.O. HEAD

*/- 111' - 9 1/2"

T.O. RIDGE

100' - 0"

FINISHED FLOOR

107' - 4"

T.O. HEAD

105' - 4"

B.O. SILL

GENERAL NOTES:

1.SEE A-101FL FOR STRUCTURAL GRID DIMENSIONS.

2.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR NUMBERS NOT SHOWN

ON THE ELEVATIONS.

3.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF ELEMENTS.

1 CMU SPLIT-FACE ANTIQUE WHITE GENERAL SHALE

2 CMU GROUND ANTIQUE WHITE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA/GUTTERS/DOWNSPOUT COLONIAL RED MBCI

4 METAL PANEL/LOUVERS BROWNSTONE MBCI

5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514

6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41

7 STRUCTURAL STEEL GALVANIZED

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

SSMR

SMOOTH-FACE CMU

LOUVER

METAL FASCIA

METAL DOOR

SNOW GUARDS

DRY VAULT

-SEE STRUCTURAL

GROUND FACE CMU

LV-1 LV-1

EXHAUST CAP

-SEE MECHANICAL

SSMR

METAL FASCIA

METAL SOFFIT

EXHAUST CAP

-SEE MECHANICAL

SNOW GUARDS

DRY VAULT

-SEE STRUCTURAL

GROUND FACE CMU

SNOW GUARDS

SSMR

METAL FASCIA

METAL SOFFIT

SMOOTH FACE

CMU

METAL DOOR

EXHAUST CAP

-SEE MECHANICAL

DRY VAULT

-SEE STRUCTURAL

SPLIT FACE CMU

SSMR

SMOOTH-FACE CMU

ALUM. WINDOW

METAL FASCIA

EXHAUST CAP

-SEE MECHANICAL

DRY VAULT

-SEE STRUCTURAL

GROUND FACE CMU

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-200FL

L D

L A

T R

E L E

V A

N S

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

B A

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

M G

E N

E R

A L R

E V

N S

-3

-2

M G

E N

E R

A L R

E V

N S

-0

-2

1/4" = 1'-0"A-200FL

4 FIELD LATRINE WEST ELEVATION

1/4" = 1'-0"A-200FL

3 FILED LATRINE NORTH ELEVATION

1/4" = 1'-0"A-200FL

2 FILED LATRINE SOUTH ELEVATION

1/4" = 1'-0"A-200FL

1 FILED LATRINE EAST ELEVATION

4' 8'0 2'

*/- 111' - 9 1/2"

100' - 0"

FINISHED FLOOR

107' - 4"

B.O. SOFFIT

100' - 0"

FINISHED FLOOR

107' - 4"

B.O. SOFFIT

A-401

DRY VAULT

(SEE STRUCT)

CONC FOUNDATION

(SEE STRUCT)

STANDING SEAM METAL ROOF

STEEL FRAMING (SEE STRUCT.)

MTL. GUTTER

CMU

VAULT VENT

EXHAUST FAN

A-401

STANDING SEAM METAL ROOF

MTL. FASCIA

CMU

CONC FOUNDATION

(SEE STRUCT)

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-300FL

L D

L A

T R

I N E

B U

S E

C T

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

M G

E N

E R

A L R

E V

N S

-0

-2

1/4" = 1'-0"A-300FL

1 FILED LATRINE BUILDING SECTION - NS

1/4" = 1'-0"A-300FL

2 FILED LATRINE BUILDING SECTION - EW

3' - 10"

T.AT.B

T.1

T.2

T.3

T.C

14' - 7 1/2" 9 1/2" 3' - 6 1/2"

OBSERVATION DECK

T.AT.B

T.1

T.2

T.3

A-300OD

18' - 11 1/2"

T Y

P T

R E

A D

A-200OD

T.C

GENERAL NOTES:

1.ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEET.

2.DOOR SCHEDULES MAY BE FOUND ON A-600 SHEET.

3.WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.

4.SEE A-410 FOR WALL TYPE DETAILS

5 .PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING ON ALL EXPOSED GWB

SURFACES. PROVIDE AT CORNERS OF DOOR OR WINDOW OPENINGS OR EDGES OF

CEILING FEATURES WHENEVER POSSIBLE.

6. GROSS AREA OF BUILDING: 4,958 SF

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-101OD

O B

S E

R V

A T

D E

C K

F L

O O

R P

L A

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

1/4" = 1'-0"A-101OD

1 OBSERVATION DECK FIRST FLOOR PLAN

1/4" = 1'-0"A-101OD

2 OBSERVATION DECK SECOND FLOOR

PLAN NORTH

M A

R K

D E

S C

N D

A T

M G

E N

E R

A L R

E V

N S

-0

-2

GENERAL NOTES:

1.SEE A-101OD FOR STRUCTURAL GRID DIMENSIONS.

2.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR NUMBERS NOT SHOWN ON

THE ELEVATIONS.

3.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF ELEMENTS.

4. DRILL WEEP HOLES AT THE BOTTOM OF ALL STEEL COLUMNS.

COLOR LEGEND NOTES:

1. PIPE BOLLARDS SHALL BE SAFETY YELLOW

1 CMU SPLIT-FACE ANTIQUE WHITE GENERAL SHALE

2 CMU GROUND ANTIQUE WHITE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA/GUTTERS/DOWNSPOUT COLONIAL RED MBCI

4 METAL PANEL/LOUVERS BROWNSTONE MBCI

5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514

6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41

7 STRUCTURAL STEEL GALVANIZED

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

T.O. GRATE

109' - 6"

T.O. GUARDRAIL

113' - 0"

T.AT.B

T.O. PEDESTAL

101' - 0"

STEEL COLUMNS,

REFER TO STRUCTURAL

1 1/2" GALV.

GUARDRAIL (TYP.)

4" VERTICAL INTERMEDIATE

RAIL SPACING (TYP.)

T Y

P R

4" VERTICAL TOEBOARD

(TYP.)

T Y

T.C

T.O. GRATE

109' - 6"

T.O. GUARDRAIL

113' - 0"

T.A T.B

T.O. PEDESTAL

101' - 0"

1 1/2" GALV.

GUARDRAIL (TYP.)

T.C

T.O. GRATE

109' - 6"

T.O. GUARDRAIL

113' - 0"

T.1T.2T.3

T.O. PEDESTAL

101' - 0"

1 1/2" GALV.

GUARDRAIL &

HANDRAIL (TYP.)

T.O. GRATE

109' - 6"

T.O. GUARDRAIL

113' - 0"

T.1 T.2 T.3

1 1/2" GALV.

GUARDRAIL (TYP.)

INTERMEDIATE MID

RAIL (TYP.)

T.O. PEDESTAL.

101' - 0"

4" VERTICAL TOEBOARD (TYP.)

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-200OD

O B

S E

R V

A T

D E

C K

E L E

V A

N S

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

M G

E N

E R

A L R

E V

N S

-0

-2

1/4" = 1'-0"A-200OD

5 OBSERVATION DECK SOUTH ELEVATION

1/4" = 1'-0"A-200OD

8 OBSERVATION DECK NORTH ELEVATION

1/4" = 1'-0"A-200OD

1 OBSERVATION DECK EAST ELEVATION

1/4" = 1'-0"A-200OD

2 OBSERVATION DECK WEST ELEVATION

T.O. GRATE

109' - 6"

T.O. GUARDRAIL

113' - 0"

T.A T.B

1 1/2" GALV.

GUARDRAIL (TYP.)

T Y

P R

STEEL COLUMNS,

REFER TO STRUCTURAL

4" VERTICAL INTERMEDIATE

RAIL SPACING (TYP.)

T.O. PEDESTAL.

101' - 0"

T.C

T.O. GRATE

109' - 6"

T.O. GUARDRAIL

113' - 0"

T.1 T.2 T.3

T.O. PEDESTAL

101' - 0"

1 1/2" GALV.

GUARDRAIL (TYP.)

4" VERTICAL INTERMEDIATE

RAIL SPACING (TYP.)

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

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1 OBSERVATION DECK BUILDING SECTION - NS

1/4" = 1'-0"A-300OD

2 OBSERVATION DECK BUILDING SECTION - EW

74' - 0"

OFFICE

ELEC/COMM ROOM

EXTERIOR APRON

A-400-A

6" BOLLARD

74' - 0"

5' CLEARANCE MARKER

WIRE MESH DIVIDER (UP TO DECK)

PARTS

STORAGE

SST COUNTER TOP

REPAIR BENCH (TYP.)

PARTS

STORAGE

WIRE MESH DIVIDER (UP TO DECK)

32' X 14' OH DOOR 32' X 14' OH DOOR

MB MB

29' - 8" 7' - 1" 7' - 1" 29' - 8"

BI-SWING MESH DOOR

103A102C

105A 101C

101B

102B

MAINTENANCE BAY #2

MAINTENANCE BAY #1

1.3 1.5 1.7

SST COUNTER TOP

REPAIR BENCH (TYP.)

THRU-WALL PORT W/THREADED END AND CAP,

BOTH SIDES (SEE 1/A-400)

19' - 11 1/2" 10' - 1 1/4" 19' - 11 1/2"8

8" 8"

FEH

19' - 8" 17' - 1" 17' - 1" 19' - 8"

3"3"

3' - 0"

A-700

____________________________________________________A-200MB

A-200MB

A-201MB

A-300MB

A-400

GENERAL NOTES:

1.ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEET.

2.DOOR SCHEDULES MAY BE FOUND ON A-600 SHEET.

3.WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.

4.SEE A-410 FOR WALL TYPE DETAILS

5 .PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING ON ALL EXPOSED GWB

SURFACES. PROVIDE AT CORNERS OF DOOR OR WINDOW OPENINGS OR EDGES OF

CEILING FEATURES WHENEVER POSSIBLE.

6. GROSS AREA OF BUILDING: 4,958 SF

X WALL TYPE SEE SHEETS A-410

SYMBOLS LEGEND

X WINDOW TYPE SEE SHEETS A-600

X MATERIAL COLOR/FINISH LOCATION SEE SHEET

A-200 THRU A-201

LOUVER SEE-600LX

CJ GWB CONTROL JOINT IN INTERIOR WALLS

FEC FIRE EXTINGUISHER CABINET SEE DETAILS A-701

CG CORNER GUARD

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1.3 1.5 1.7

165 SF

OFFICE

82 SF

ELEC/COMM ROOM

165 SF

OFFICE

2108 SF

MAINTENANCE BAY #2

2108 SF

MAINTENANCE BAY #1

WIRE MESH PARTITION -

TO BOTTOM OF STRUCTURE.

EXTERIOR LIGHT

FIXTURE (TYP.)

EXHAUST FAN (TYP.)

8' - 6" 8' - 6"

IRMRGWB CEILING

2X4 LIGHTING FIXTURE

AFFX'-X" CEILING HEIGHT

(ABOVE FINISH FLOOR)

CEILING LEGEND:

PENDANT FIXTURE

ONE HOUR FIRE RATED WALL

GENERAL NOTES:

1.SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHTS.

2.MECHANICAL DUCTS NOT SHOWN FOR CLARITY.

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1 MAINTENANCE BAY CEILING PLAN

PLAN NORTH

RIDGE CAP

SNOW GUARD

(TYP.)

SSMR ROOF

A-520

1.3 1.5 1.7

TYP.

2' - 0"

A-200MB

A-201MB

A-300MB

A-400

GENERAL NOTES:

1.DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS AND FACE OF

PRECAST WALLS.

2.ALL DIMENSIONS ARE NOMINAL, UNLESS NOTED OTHERWISE.

3.SEE A-700 FOR DOWNSPOUT DETAILS.

4.SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTION TERMINALS.

5.DO NOT SCALE FROM DRAWINGS.

6.REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION

7.COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.

8.ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH

SMACNA GUIDELINES

9.ALL FINISHES TO BE FACTORY PRE-FINISHED

10.ALLJOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE/FLASHING, CAULK,

GASKETS SEALANTS, AND/OR WEATHER STRIPPING AS REQUIRED.

11.ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE AIR BARRIER

SYSTEM

12.REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

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1 MAINTENANCE BAY ROOF PLAN

SLOPE

1:12

SLOPE

1:12

PLAN NORTH

+/- 122' - 6 1/2"

119' - 0"

EAVE

100' - 0"

FINISHED FLOOR

115' - 0"

C.L.

+/- 122' - 6 1/2"

T.O. RIDGE

119' - 0"

EAVE

100' - 0"

FINISHED FLOOR

115' - 0"

T.O. LOUVER HEAD

BA C D

SSMR ROOF

RIDGE CAP

PRE-FINISHED

METAL PANEL

SNOW GUARD

BOLLARD

PRE-FINISHED

METAL DOWNSPOUT

5 5

7' - 4"2' - 10 3/8"

B ACD

SSMR ROOF

RIDGE CAP

SNOW GUARDS (TYP.)

LOUVER, REFER TO

MECHANICAL

LV-2LV-2

5 5

PRE-FINISHED

METAL PANEL

14' - 10" 7' - 4" 2' - 10"

LIGHTNING PROTECTION (TYP.)

COLOR LEGEND NOTES:

1. PIPE BOLLARDS SHALL BE SAFETY YELLOW

1 CMU SPLIT-FACE ANTIQUE WHITE GENERAL SHALE

2 CMU GROUND ANTIQUE WHITE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA/GUTTERS/DOWNSPOUT COLONIAL RED MBCI

4 METAL PANEL/LOUVERS BROWNSTONE MBCI

5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514

6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41

7 STRUCTURAL STEEL GALVANIZED

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

GENERAL NOTES:

1.SEE A-101MB FOR STRUCTURAL GRID DIMENSIONS.

2.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR NUMBERS NOT SHOWN ON

THE ELEVATIONS.

3.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF ELEMENTS.

US Army Corps of Engineers ® Omaha District

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1 MAINTENANCE BAY WEST ELEVATION

3/16" = 1'-0"A-200MB

2 MAINTNENACE BAY EAST ELEVATION

0 4' 8' 12'

+/- 122' - 6 1/2"

119' - 0"

EAVE

100' - 0"

FINISHED FLOOR

115' - 0"

T.O. LOUVER HEAD

+/- 122' - 6 1/2"

T.O. RIDGE

119' - 0"

EAVE

100' - 0"

FINISHED FLOOR

115' - 0"

C.L.

SSMR ROOF

RIDGE CAP

SNOW GUARDS (TYP.)

LOUVER, REFER TO

MECHANICAL

B ACD

LV-2LV-2

5 5

PRE-FINISHED

INSULATED METAL PANEL

14' - 10" 7' - 4" 2' - 10"

LIGHTNING PROTECTION (TYP.)

SSMR ROOF

RIDGE CAP

PRE-FINISHED

INSULATED METAL PANEL

BA C D

SNOW GUARD

BOLLARD

PRE-FINISHED

METAL DOWNSPOUT

5 5

7' - 4"2' - 10 3/8"

GENERAL NOTES:

1.SEE A-101MB FOR STRUCTURAL GRID DIMENSIONS.

2.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR NUMBERS NOT SHOWN ON

THE ELEVATIONS.

3.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF ELEMENTS.

1 CMU SPLIT-FACE ANTIQUE WHITE GENERAL SHALE

2 CMU GROUND ANTIQUE WHITE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA/GUTTERS/DOWNSPOUT COLONIAL RED MBCI

4 METAL PANEL/LOUVERS BROWNSTONE MBCI

5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514

6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41

7 STRUCTURAL STEEL GALVANIZED

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

COLOR LEGEND NOTES:

1. PIPE BOLLARDS SHALL BE SAFETY YELLOW

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4 MAINTENANCE BAY WEST ELEVATION

0 4' 8' 12'

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FINISHED FLOOR

119' - 0"

EAVE

+/- 122' - 6 1/2"

T.O. RIDGE

112' - 6"

B.O. SOFFIT

+/- 122' - 6 1/2"

T.O. RIDGE

12 1.31.51.7

SSMR ROOF

RIDGE CAP

PRE-FINISHED

METAL PANEL

PRE-FINISHED

METAL DOWNSPOUT

SNOW GUARD

12" 1"

1 21.3 1.5 1.7

12" 1"

SSMR ROOF

RIDGE CAP

PRE-FINISHED

METAL PANEL

PRE-FINISHED METAL

DOWNSPOUT

OH DOOR

5 5

3 3

1 CMU SPLIT-FACE ANTIQUE WHITE GENERAL SHALE

2 CMU GROUND ANTIQUE WHITE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA/GUTTERS/DOWNSPOUT COLONIAL RED MBCI

4 METAL PANEL/LOUVERS BROWNSTONE MBCI

5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514

6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41

7 STRUCTURAL STEEL GALVANIZED

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

GENERAL NOTES:

1.SEE A-101MB FOR STRUCTURAL GRID DIMENSIONS.

2.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR NUMBERS NOT SHOWN ON

THE ELEVATIONS.

3.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF ELEMENTS.

COLOR LEGEND NOTES:

1. PIPE BOLLARDS SHALL BE SAFETY YELLOW

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1 MAINTENANCE BAY NORTH ELEVATION

3/16" = 1'-0"A-201MB

2 MAINTENANCE BAY SOUTH ELEVATION

0 4' 8' 12'

119' - 0"

EAVE

+/- 122' - 6 1/2"

T.O. RIDGE

112' - 6"

B.O. SOFFIT

+/- 122' - 6 1/2"

T.O. RIDGE

SSMR ROOF

RIDGE CAP

PRE-FINISHED

INSULATED METAL PANEL

PRE-FINISHED

METAL DOWNSPOUT

SNOW GUARD

1.31.51.7

12" 1"

1 2

12" 1"

SSMR ROOF

RIDGE CAP

PRE-FINISHED

INSULATED METAL PANEL

PRE-FINISHED METAL

DOWNSPOUT

OH DOOR

1.3 1.5 1.7

5 5

3 3

GENERAL NOTES:

1.SEE A-101MB FOR STRUCTURAL GRID DIMENSIONS.

2.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR NUMBERS NOT SHOWN ON

THE ELEVATIONS.

3.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF ELEMENTS.

COLOR LEGEND NOTES:

1. PIPE BOLLARDS SHALL BE SAFETY YELLOW

1 CMU SPLIT-FACE ANTIQUE WHITE GENERAL SHALE

2 CMU GROUND ANTIQUE WHITE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA/GUTTERS/DOWNSPOUT COLONIAL RED MBCI

4 METAL PANEL/LOUVERS BROWNSTONE MBCI

5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514

6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41

7 STRUCTURAL STEEL GALVANIZED

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

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M A

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EAVE

100' - 0"

FINISHED FLOOR

100' - 0"

FINISHED FLOOR

114' - 0"

OH DOOR HEAD

12 1.31.51.7

PRE-FINISHED METAL

WALL PANEL

A-400

12" 1"

PEMB FRAME (SEE STRUCT.)

WIND GIRT (TYP.)

2108 SF

MAINTENANCE BAY #2

2108 SF

MAINTENANCE BAY #1

CONTINUOUS INSULATION/VAPOR

RETARDER (TYP.)

BA C D

RIGID FOAM INSULATION (R-24 MIN.)

STANDING SEAM METAL ROOF

WIND GIRT (SEE STRUCT.)

PRE-FINISHED METAL

WALL PANEL

A-400

2108 SF

MAINTENANCE BAY #2

CONC. FILLED BOLLARD

CONTINUOUS INSULATION/VAPOR

RETARDER - (TYP.)

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2 BUILDING SECTION

100' - 0"

FINISHED FLOOR

100' - 0"

FINISHED FLOOR

114' - 0"

OH DOOR HEAD

A-400-A

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METAL WALL PANEL - (TYP.)

1.31.51.7

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WIND GIRT (TYP.)

2108 SF

MAINTENANCE BAY #2

2108 SF

MAINTENANCE BAY #1

BA C D

RIGID FOAM INSULATION (R-24 MIN.)

STANDING SEAM METAL ROOF

WIND GIRT (SEE STRUCT.)

MTL. WALL PANEL

A-400-A

2108 SF

MAINTENANCE BAY #2

CONC. FILLED BOLLARD

US Army Corps of Engineers ® Omaha District

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A-520

STEEL ROOF DECK

RIGID FOAM INSULATION (R-24 MIN.)

PRE-FINISHED METAL

WALL PANEL

CONC FOUNDATION

(SEE STRUCT)

STANDING SEAM METAL ROOF

PEMB FRAME (SEE STRUCT.)

MTL. FASCIA

165 SF

OFFICE

THRU-WALL PORT, MAKE SEAL

AT PENETRATION WATER &

AIR TIGHT. (SEE 1/A-701)

METAL FRAMING w/GWB &

INSUL.

A-701

CONTINUOUS INSULATION/VAPOR

RETARDER R-18 MIN. - (TYP.)

12"

2108 SF

MAINTENANCE BAY #2

STANDING SEAM METAL ROOF

RIGID FOAM INSULATION (R-24 MIN)

GUTTER

PRE-FINISHED

METAL WALL PANEL

WIND GIRT (TYP.)

PEMB FRAME (SEE STRUCT.)

OH DOOR

A-520

CONTINUOUS INSULATION/VAPOR

RETARDER R-18 MIN (TYP.)

US Army Corps of Engineers ® Omaha District

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1 WALL SECTION

1/2" = 1'-0"A-400

2 WALL SECTION

2' 4'1'0

100' - 0"

FINISHED FLOOR

100' - 0"

FINISHED FLOOR

12"

2108 SF

MAINTENANCE BAY #2

STANDING SEAM METAL ROOF

RIGID FOAM INSULATION (R-24 MIN)

GUTTER

PRE-FINISHED R-18

INSULATED METAL

WALL PANEL

WIND GIRT (TYP.)

PEMB FRAME (SEE STRUCT.)

OH DOOR

A-520

STEEL ROOF DECK

RIGID FOAM INSULATION (R-24 MIN.)

PRE-FINISHED R-18

INSULATED METAL WALL

PANEL

CONC FOUNDATION

(SEE STRUCT)

STANDING SEAM METAL ROOF

PEMB FRAME (SEE STRUCT.)

MTL. FASCIA

165 SF

OFFICE

THRU-WALL PORT, MAKE SEAL

AT PENETRATION WATER &

AIR TIGHT. (SEE 1/A-701)

A-701

METAL FRAMING w/GYP BRD.

INSULATION MIN. 6" ABOVE

CEILING TILE

US Army Corps of Engineers ® Omaha District

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1/2" = 1'-0"A-400-A

2 WALL SECTION 1/2" = 1'-0"A-400-A

1 WALL SECTION

2' 4'1'0

108' - 8"

T.O. CMU

100' - 0"

FINISHED FLOOR

107' - 10"

B.O. SOFFIT

A-521

WOMEN'S LATRINE

STEEL ROOF DECK

RIGID FOAM INSULATION (R-24 MIN.)

CMU

R-18 RIGID INSULATION

5/8" IRMRGWB ON

3" MTL FURRING

@ 16" O.C.

RESILIENT BASE

DRY VAULT

(SEE STRUCT)

CONC FOUNDATION

(SEE STRUCT)

STANDING SEAM METAL ROOF

STEEL FRAMING (SEE STRUCT.)

MTL. SOFFIT

MTL. FASCIA

A-701

A-521

SNOW GUARDS

STEEL ROOF DECK

RIGID FOAM INSULATION (R-24 MIN.)

CMU

R-18 RIGID INSULATION

5/8" GWB ON

3" MTL FURRING

@ 16" O.C.

RESILIENT BASE

DRY VAULT

(SEE STRUCT)

CONC FOUNDATION

(SEE STRUCT)

STANDING SEAM METAL ROOF

STEEL FRAMING (SEE STRUCT.)

MTL. GUTTER

MTL. SOFFIT

MTL. FASCIA

A-701

US Army Corps of Engineers ® Omaha District

SHEET ID

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1/2" = 1'-0"A-401

1 WALL SECTION

1/2" = 1'-0"A-401

2 WALL SECTION

STL DECK

6" BATT INSULATION - WHERE INDICATED

ON PLANS (UP TO 10' A.F.F.)

SCALE: NTS STC 45 MINIMUM

1 HR FIRE RATING

STEEL STUD PARTITION

CEILING AS SCHEDULED (SEE ROOM

FINISH SCHEDULE) - BOTH SIDES

STAGGER AND SEAL

ALL JUNCTION BOXES -

SEE DTL E/A-730

MIN 3/8" GAP W/ ACOUSTICAL

SEALANT - BOTH SIDES

STL STUD RUNNER TRACK

WALL BASE AND FLOOR FINISH AS

SCHEDULED (SEE ROOM FINISH

SCHEDULE) - BOTH SIDES

6" STL STUDS @ 16" OC W/ 5/8"

GWB - BOTH SIDES

SEAL ALL THRU-WALL

PENETRATIONS - SEE

DTL B/A-701

STL DECK

SCALE: NTS

STEEL STUD PARTITION

CEILING AS SCHEDULED (SEE ROOM

FINISH SCHEDULE) - BOTH SIDES

STAGGER AND SEAL

ALL JUNCTION BOXES -

SEE DTL E/A-730

MIN 3/8" GAP W/ ACOUSTICAL

SEALANT - BOTH SIDES

STL STUD RUNNER TRACK

WALL BASE AND FLOOR FINISH AS

SCHEDULED (SEE ROOM FINISH

SCHEDULE)

3 5/8" STL STUDS @ 16" OC W/

5/8" GWB - ONE SIDE (GYP BRD

UP TO 10' A.F.F.)

SEAL ALL THRU-WALL

PENETRATIONS - SEE

DTL A/A-701

3 5/8" BATT INSULATION -

WHERE INDICATED ON PLANS

(UP TO 10' A.F.F.)

STL DECK

SCALE: NTS

CMU PARTITION

CEILING AS SCHEDULED (SEE ROOM

FINISH SCHEDULE) - BOTH SIDES

MIN 3/8" GAP W/ ACOUSTICAL

SEALANT - BOTH SIDES

WALL BASE AND FLOOR FINISH AS

SCHEDULED (SEE ROOM FINISH

SCHEDULE) - BOTH SIDES

8" CMU

SEAL ALL THRU-WALL

PENETRATIONS - SEE

DTL F/A-730

NOTES:

1. ALL STUD GAGES LISTED ARE MINIMUMS. ALL STUD WALL SYSTEMS SHALL COMPLY WITH PERFORMANCE

REQUIREMENTS SET FORTH IN SPECIFICATION 09 22 00.

2. SEE "F" SHEETS FOR FIRE RATED WALLS. UL LISTINGS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL UTILIZE THE RATED SYSTEM APPROPRIATE FOR EACH WALL CONDITION IN COMPLIANCE WITH THE MINIMUM PERFORMANCE REQUIREMENTS SET FORTH IN THE DRAWINGS AND SPECIFICATIONS. WHERE FIRE RATED WALLS ARE REQUIRED, USE RATED HEAD, PENETRATION AND ENCLOSURE DETAILS AS SHOWN IN THE DESIGN DRAWINGS.

WHERE SOUND RATED WALL COINCIDES WITH A FIRE RATED WALL SHOWN ON "F" SHEETS, FIRE-RATED DETAILING

SHALL TAKE PRECEDENCE.

4. STAGGER "BACK TO BACK" JUNCTION BOXES BY ONE STUD CAVITY MINIMUM IN SOUND AND FIRE RATED WALLS.

COMPLY WITH APPLICABLE UL ASSEMBLY REQUIREMENTS IN FIRE-RATED WALLS. SEE D/A-730 FOR SOUND RATED

JUNCTION BOX DETAIL.

5. WHERE FIRE OR STC RATED WALLS ARE PENETRATED BY JOISTS OR BEAMS, ALL GAPS SHALL BE FILLED W/

MINERAL FIBER SAFING INSULATION.

6. FOR FIRE RATED AND STC RATED PARTITIONS, STAGGER ALL VERTICAL AND HORIZONTAL GYPSUM JOINTS 24" O.C.

7. AT STC RATED PARTITIONS, CUT GYPSUM WALL BOARD TIGHTLY AT BOX, PIPE, CONDUIT, AND DUCT PENETRATIONS. SEAL ANY GAPS AROUND BOXES, PIPES, ETC. WITH ACOUSTICAL SEALANT. SEE DETAILS E & F/A-

730 FOR PENETRATION DETAILS.

8. ALL INTERIOR PARTITIONS SHALL BE BRACED FOR LATERAL LOADS. SEE SHEET A-411 FOR TOP OF WALL DETAILS. EXTEND FIRE AND STC RATED PARTITIONS TO DECK ABOVE. ALL OTHERS EXTEND TO STRUCTURE ABOVE OR BRACE PER DETAILS ON SHEET A-411. PERPENDICULAR WALLS AT NO MORE THAN 8'-0" SPACE WILL BE

CONSIDERED ADEQUATE BRACING.

STL DECK

SCALE: NTS

CMU/STEEL STUD PARTITION

CEILING AS SCHEDULED (SEE ROOM

FINISH SCHEDULE) - BOTH SIDES

MIN 3/8" GAP W/ ACOUSTICAL

SEALANT - BOTH SIDES

WALL BASE AND FLOOR FINISH AS

SCHEDULED (SEE ROOM FINISH

SCHEDULE) - BOTH SIDES

8" CMU

SEAL ALL THRU-WALL

PENETRATIONS - SEE

DTL F/A-730

3" MTL FURRING @ 16" OC W/

5/8" IRMRGWB - ONE SIDE

R-18 RIGID INSULATION

SCALE: NTS STC - NONE

NOT FIRE-RATED

WIRE MESH PARTITION

V A

S S

E E

R C

P S

H E

E T

STEEL TUBE FRAME -

1 1/2"X3/4" BOTTOM GUIDE

CHANNEL BY MFR

FLOOR SOCKET 21/2" HIGH

W/ SET SCREW

ADJUSTMENT BY MFR

6 GA WOVEN WIRE - TYP

U-SHAPE ANCHOR BOLT @

2'-4" OC MAX DESIGNED BY

WOVEN WIRE MFR

US Army Corps of Engineers ® Omaha District

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-3

-2

M G

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A L R

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-0

-2

TOP OF WALL PERPENDICULAR TO STEEL DECK FLUTES - ABOVE

MIN. 4 PCF DENSITY MINERAL WOOL

INSULATION AT FIRE RATED WALLS. CUT

TO THE SHAPE OF FLUTED DECK, 25%

LARGER & COMPRESS TO FIT

1/2" GAP - FILL W/ FIRESTOP SEALANT

DEFLECTION TRACK W/ OFFSET DEEP

LEGS TO ACCOMMODATE GWB THICKNESS,

SIM. TO "FIRE TRACK CORP." PRODUCTS -

FASTEN TO DECK

5/8" TYPE 'X' GWB - CUT TO CONTOUR OF

THE STEEL DECK AND FASTENED TO

DEFLECTION TRACK

STEEL DECK

5/8" TYPE 'X' GWB -

DO NOT FASTEN TO

DEFLECTION TRACK )

DETAIL IS SIM. FOR

DOUBLE GWB AND

SHAFT WALL SYS.)

FILL GAP W/ FIRE CAULK /

SEALANT

DEFLECTION TRACK W/

OFFSET DEEP LEGS

MINERAL WOOL

INSULATION

5/8" TYPE 'X' GWB

TOP OF WALL PERPENDICULAR TO STEEL DECK FLUTES

MIN. 4 PCF DENSITY MINERAL WOOL

INSULATION AT FIRE RATE WALLS.

CUT TO THE SHAPE OF FLUTED DECK

25% LARGER & COMPRESS TO FIT

20 GA. SHEET METAL AS NEEDED TO

ANCHOR STUD WALL

1/2" GAP - FILL W/ FIRESTOP SEALANT

ALLOW FOR 1" DEFLECTION

DEFLECTION TRACK W/ OFFSET

DEEP LEGS TO ACCOMMODATE GWB

THICKNESS, SIM. TO "FIRE TRACK

CORP." PRODUCTS - FASTEN TO

DECK

5/8" TYPE 'X' GWB - CUT TO CONTOUR

OF THE STEEL DECK AND FASTENED

TO DEFLECTION TRACK

STEEL DECK

5/8" TYPE 'X' GWB -

DO NOT FASTEN TO

DEFLECTION TRACK

(DETAIL IS SIM. FOR

DOUBLE GWB AND

SHAFT WALL SYS.)

TOP OF WALL PARALLEL TO STEEL DECK FLUTES - ABOVE

TOP OF WALL PARALLEL TO STEEL DECK FLUTES

MINERAL WOOL

INSULATION

20 GA. SHEET METAL

FILL GAP W/ FIRE CAULK /

SEALANT

5/8" TYPE 'X' GWB

DEFLECTION TRACK W/

OFFSET DEEP LEGS

GYPSUM WALLBOARD

AS INDICATED, DO NOT

FASTEN TO DEFLECTION

TRACK, TYP.

TOP TRACK SET

INTO DEFLECTION

TRACK, TYP.

ALTERNATE 4" METAL

STUD BRACE BEYOND, TYP.

METAL WALL

STUD AS INDICATED

PARTITION WALL

4" METAL STUD BRACE

@ 8'-0" MAX. SPACING., TYP.

CLIP ANGLE SANDWICHED

BETWEEN BRACES, MATCH

METAL STUD GAUGE, TYP.

T.O.W. = SEE

WALL TYPE

US Army Corps of Engineers ® Omaha District

SHEET ID

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A-411

W A

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-0

-2

3" = 1'-0"A-411

1 TYP FIRE RATED WALL HEAD DETAIL 3" = 1'-0"A-411

2 TYP FIRE RATED WALL HEAD DETAIL

3" = 1'-0"A-411

3 DT_NON-RATED WALL BRACING

0 3" 6" 9" 12"

B.O. STL. STUD

107'-2"

F.F.

100'-0"

B.O. STL. STUD

107'-2"

HM INSUL. DOOR AND

FRAME. PAINT AS

SCHED.

5/8" GWB ON 6" MTL

STUDS @ 16" O.C.

SHIM, BACKER ROD &

SEALANT BOTH SIDES

HEAD TRIM

PRE-

FINISHED

METAL

WALL PANEL

CEILING (AS

SCHEDULED)

3" 8"

CONTINUOUS

INSULATION/VAPOR

RETARDERR-18 MIN

(TYP.)

HM INSUL. DOOR AND

FRAME. PAINT AS

SCHED.

SHIM, BACKER ROD &

SEALANT BOTH SIDES

JAMB TRIM

PRE-

FINISHED

METAL WALL

PANEL

3" 8"

CONTINUOUS

INSULATION/VAPOR

RETARDERR-18 MIN

(TYP.)

THRESHOLD SET IN

FULL SEALANT

FIN. FLR.

HM DOOR AND

FRAME, PAINT AS

SCHED.

NEOPRENE

SILL SWEEP

CONC. STOOP -

SEE STRUCTURAL DWGS.

JOINT MATERIAL &

SEALANT -

SEE STRUCTURAL DWGS.

3" INSUL. MTL

WALL PANEL

HM INSUL. DOOR AND

FRAME. PAINT AS

SCHED.

MTL. LINER PANEL 6"

STL STUD UP TO 10'-0"

SHIM, BACKER ROD &

SEALANT BOTH SIDES

HEAD TRIM

PRE-FINISHED

METAL WALL

PANEL

3" 8"

CONTINUOUS

INSULATION/VAPOR

RETARDER R-18

MIN. (TYP.)

HM INSUL. DOOR AND

FRAME. PAINT AS

SCHED.

SHIM, BACKER ROD &

SEALANT BOTH SIDES

JAMB TRIM

PRE-

FINISHED

METAL

WALL PANEL

MTL. LINER PANEL 6"

STL STUD UP TO 10'-0"

CONTINUOUS

INSULATION/VAPOR

RETARDER R-18 MIN.

(TYP.)

DOUBLE STL STUDS

SEALANT JOINT EA SIDE

JAMB ANCHORS

STL STUD WALL; SEE

PLANS AND WALL TYPES

FOR SIZE

SOUND BATT INSUL.

WHERE INDICATED

ON WALL TYPES

INSUL. DOOR AS SCHEDULED

STL WRAP-AROUND

DRYWALL DOOR FRAME

DOUBLE STL STUDS

SEALANT JOINT EA SIDE

JAMB ANCHORS

STL STUD WALL; SEE

PLANS AND WALL TYPES

FOR SIZE

SOUND BATT INSUL.

WHERE INDICATED

ON WALL TYPES

INSUL. DOOR AS SCHEDULED

STL WRAP-AROUND

DRYWALL DOOR FRAME

HM FRAME

DOOR AS SCHEDULED

FINISH FLOOR AS

SCHEDULED - BOTH SIDES

FLOORING TRANSITION OR THRESHOLD AS

SCHEDULED- SET IN SEALANT - USE TRANSITION

COMPATIBLE W/ FLOOR FINISHES SCHEDULED

SILL SWEEP WHERE SCHEDULED

SEE NOTES

CONC SLAB CONDITION

VARIES - SEE "S" SHEETS

M F

R I N

S T

R U

C T

R O

P E

R F

R A

M E

US Army Corps of Engineers ® Omaha District

SHEET ID

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A R

M Y

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A-500

D O

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-1 -R

-0

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-0

F O

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D A

N D

R E

D R

A W

N -0

-2

3" = 1'-0"A-500

A HEAD DETAIL

3" = 1'-0"A-500

B JAMB DETAIL

3" = 1'-0"A-500

C SILL DETAIL

3" = 1'-0"A-500

D HEAD DETAIL

3" = 1'-0"A-500

E JAMB DETAIL

3" = 1'-0"A-500

F HEAD DETAIL

3" = 1'-0"A-500

G JAMB DETAIL

3" = 1'-0"A-500

H SILL DETAIL

B.O. STL. STUD

107'-2"

F.F.

100'-0"

B.O. STL. STUD

107'-2"

HM INSUL. DOOR AND

FRAME. PAINT AS

SCHED.

5/8" GWB ON 6" MTL

STUDS @ 16" O.C.

SHIM, BACKER ROD &

SEALANT BOTH SIDES

HEAD TRIM

PRE-FINISHED

R-18 INSULATED

METAL WALL

PANEL

CEILING (AS

SCHEDULED)

3" 8"

HM INSUL. DOOR AND

FRAME. PAINT AS

SCHED.

SHIM, BACKER ROD &

SEALANT BOTH SIDES

JAMB TRIM

PRE-FINISHED

R-18 INSUALTED

METAL WALL

PANEL

3" 8"

THRESHOLD SET IN

FULL SEALANT

FIN. FLR.

HM DOOR AND

FRAME, PAINT AS

SCHED.

NEOPRENE

SILL SWEEP

CONC. STOOP -

SEE STRUCTURAL DWGS.

JOINT MATERIAL &

SEALANT -

SEE STRUCTURAL DWGS.

3" INSUL. MTL

WALL PANEL

HM INSUL. DOOR AND

FRAME. PAINT AS

SCHED.

MTL. LINER PANEL 6"

STL STUD UP TO 10'-0"

SHIM, BACKER ROD &

SEALANT BOTH SIDES

HEAD TRIM

PRE-FINISHED

R-18 INSULATED

METAL PANEL

3" 8"

HM INSUL. DOOR AND

FRAME. PAINT AS

SCHED.

SHIM, BACKER ROD &

SEALANT BOTH SIDES

JAMB TRIM

PRE-FINISHED

R-18 INSUALTED

METAL WALL

PANEL

MTL. LINER PANEL 6"

STL STUD UP TO 10'-0"

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-500-A

D O

O R

D E

T A

I L S

O P

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

A M

E W

D R

A W

A D

D E

D -0

-2

3" = 1'-0"A-500-A

1 HEAD DETAIL

3" = 1'-0"A-500-A

2 JAMB DETAIL

3" = 1'-0"A-500-A

3 SILL DETAIL

3" = 1'-0"A-500-A

4 HEAD DETAIL

3" = 1'-0"A-500-A

5 JAMB DETAIL

B.O. CMU

107'-4"

F.F.

100'-0"

B.O. CMU

107'-4"

F.F.

100'-0"

5/8" GWB W/ EDGE

BEAD

PS DOOR FRAME

FULLY GROUTED

SHIM, BACKER ROD &

SEALANT BOTH SIDES

CMU LINTEL -

SEE STRUCTURAL DWGS.

7 5/8" 3"

R-18 RIGID

INSULATION

3" MTL FURRING

4" DEPTH TYP. @

FRAME HEAD IN

CMU

HM INSUL. DOOR

AND FRAME,

PAINT AS SCHED.

RAIN DRIP EDGE

8" CMU

PS DOOR FRAME

FULLY GROUTED

SHIM, BACKER ROD &

SEALANT BOTH SIDES

MIN. 3 ANCHORS PER

JAMB

7 5/8" 3"

5/8" GWB W/ EDGE

BEAD

R-18 RIGID

INSULATION

3" MTL FURRING

HM INSUL. DOOR AND

FRAME. PAINT AS

SCHED.

THRESHOLD SET IN

FULL SEALANT

FIN. FLR.

HM INSUL. DOOR AND

FRAME, PAINT AS

SCHED.

NEOPRENE

SILL SWEEP

CONC. STOOP -

SEE STRUCTURAL DWGS.

JOINT MATERIAL &

SEALANT -

SEE STRUCTURAL DWGS.

PS DOOR FRAME

FULLY GROUTED

SHIM, BACKER ROD &

SEALANT BOTH SIDES

CMU LINTEL -

SEE STRUCTURAL DWGS.

7 5/8"

4" DEPTH TYP. @

FRAME HEAD IN

CMU

HM DOOR AND

FRAME,

PAINT AS SCHED.

RAIN DRIP EDGE

8" CMU

PS DOOR FRAME

FULLY GROUTED

SHIM, BACKER ROD &

SEALANT BOTH SIDES

MIN. 3 ANCHORS PER

JAMB

7 5/8"

HM DOOR AND

FRAME. PAINT AS

SCHED.

8" CMU

THRESHOLD SET IN

FULL SEALANT

FIN. FLR.

HM DOOR AND

FRAME, PAINT AS

SCHED.

NEOPRENE

SILL SWEEP

CONC. STOOP -

SEE STRUCTURAL DWGS.

JOINT MATERIAL &

SEALANT -

SEE STRUCTURAL DWGS.

HEAD

JAMB

SILL

CONCRETE SLAB

CONT. 3/8" PEJ MATERIAL

CONT. VAPOR

BARRIER, TYP.

CONT. CAPILLARY

MOISTURE BARRIER, TYP.

COMPACTED BACKFILL

CONT. VAPOR

BARRIER, TYP.

PRECAST WALL BEYOND

OVERHEAD DOOR TRACK

INSULATED OVERHEAD

COILING DOOR

CONT. FLEXIBLE SEAL

@ OPNG, TYP.

INSULATED OVERHEAD

COILING DOOR

INSULATED OVERHEAD

COILING DOOR

COMPRESSION SEAL

OVERHEAD DOOR

TRACK BEYOND

CONT. FLEXIBLE SEAL

@ OPNG, TYP.

OVERHEAD COILING

DOOR UNIT- SEE

DOOR SCHEDULE

OVERHEAD DOOR TRACK

INSULATED OVERHEAD

COILING DOOR

CONT. FLEXIBLE

SEAL @ OPNG, TYP.

1/4" STEEL ARMOR

PLATE BEYOND, TYP.

CONT. FLEXIBLE

SEAL @ OPNG, TYP.

1/4" STEEL ARMOR

PLATE, TYP.

PEMB WALL

FACE OF OPENING

BEYOND, TYP.

POURABLE SEALER,

FINISH FLUSH W/ SLAB

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-501

D O

O R

D E

T A

I L S

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

M G

E N

E R

A L R

E V

N S

-3

-2

M G

E N

E R

A L R

E V

N S

-0

-2

3" = 1'-0"A-501

A HEAD DETAIL

3" = 1'-0"A-501

B JAMB DETAIL

3" = 1'-0"A-501

C SILL DETAIL

3" = 1'-0"A-501

D HEAD DETAIL

3" = 1'-0"A-501

E JAMB DETAIL

3" = 1'-0"A-501

F SILL DETAIL

1 1/2" = 1'-0"A-501

G OH DOOR DETAIL

EL. = 115'-0"

T.O. R.O.

EL. = 110'-0"

B.O. R.O.

EL. = 107'-4"

T.O. R.O.

EL. = 105'-10"

T.O. R.O.

EL. = 107'-4"

T.O. R.O.

EL. = 105'-6"

T.O. R.O.

8" MTL STUDS

@ 16" O.C.

STORM PROOF

LOUVER W/ BIRD

SCREEN

MOUNTING ANGLESHIM, BACKER ROD

AND SEALANT, BOTH

SIDES

DAMPER WHERE REQ'D,

SEE MECH SHEETS

PRE-FINISHED

METAL WALL

PANEL

CORROSION -

RESISTANT FLASH'G

W/ DRIP

3" 8"

SLOPE

3" 8"

8" MTL STUDS

@ 16" O.C.

STORM PROOF

LOUVER W/ BIRD

SCREEN MOUNTING ANGLE

SHIM, BACKER ROD

AND SEALANT, BOTH

SIDES

DAMPER WHERE REQ'D,

SEE MECH SHEETS

PRE-FINISHED

METAL WALL

PANEL

CORROSION -

RESISTANT JAMB

TRIM

STORM PROOF

LOUVER W/ BIRD

SCREEN

SHIM, BACKER

ROD & SEALANT

BOTH SIDES

DAMPER WHERE REQ'D,

SEE MECH SHEETS

STEEL FRAMING

(SEE STRUCT.)

PRE-FINISHED METAL WALL

PANEL

PRE-FINISHED MTL

SILL FLASHING,

SET IN SEALANT

MOUNTING ANGLE

MTL LINER PANEL,

FROM FINISHED FLOOR

UP TO 10'-0" (TYP.)

STORM PROOF

LOUVER W/ BIRD

SCREEN

MOUNTING ANGLE

SHIM, BACKER ROD

AND SEALANT, BOTH

SIDES

DAMPER WHERE REQ'D,

SEE MECH SHEETS

CORROSION -

RESISTANT FLASH'G

W/ DRIP

5/8" GWB W/ EDGE

BEAD

CMU LINTEL -

SEE STRUCTURAL

DWGS.

R-18 RIGID INSULATION

3" MTL FURRING

ANCHOR PER

MANUFACTURERS

RECOMMENDATION

SLOPE

ANCHORS PER

MANUFACTURERS

RECOMMENDATION (TYP.)

7 5/8" 3"

5/8" GWB W/ EDGE

BEAD

R-18 RIGID INSULATION

3" MTL FURRING

SHIM, BACKER ROD AND

SEALANT, BOTH SIDES

(TYP,)

CORROSION

RESISTANT JAMB

TRIM

STORM PROOF

LOUVER W/ BIRD

SCREEN

MOUNTING ANGLE

SHIM, BACKER ROD

AND SEALANT, BOTH

SIDES

DAMPER WHERE REQ'D,

SEE MECH SHEETS

CORROSION -

RESISTANT FLASH'G

W/ DRIP

5/8" GWB W/ EDGE

BEAD

R-18 RIGID

INSULATION

3" MTL FURRING

ALUM. FRAME

WINDOW w/IGU

CORROSION -

RESISTANT FLASH'G

W/ DRIP 5/8" GWB W/ EDGE

BEAD

CMU LINTEL -

SEE STRUCTURAL

DWGS.

R-18 RIGID

INSULATION

3" MTL FURRING

7 5/8" 3"

SHIM, BACKER ROD &

SEALANT BOTHSIDES

(TYP.)

SLOPE

ANCHORS PER

MANUFACTURERS

RECOMMENDATION

(TYP.)

7 5/8" 3"

5/8" GWB W/ EDGE

BEAD

R-18 RIGID

INSULATION

3" MTL FURRING

CORROSION RESISTANT

JAMB TRIM (TYP.)

SHIM, BACKER ROD AND

SEALANT, BOTH SIDES

(TYP.)

CORROSION -

RESISTANT FLASH'G

W/ DRIP

5/8" GWB W/ EDGE

BEAD

R-18 RIGID

INSULATION

3" MTL FURRING

ANCHORS PER

MANUFACTURERS

RECOMMENDATION

(TYP.)

SHIM, BACKER ROD AND

SEALANT, BOTH SIDES

(TYP.)

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-505

L O

U V

E R

O W

D E

T A

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

M G

E N

E R

A L R

E V

N S

-3

-2

A M

E V

D A

N D

R E

D R

A W

N -0

-2

3" = 1'-0"A-505

A HEAD DETAIL

3" = 1'-0"A-505

B JAMB DETAIL

3" = 1'-0"A-505

C SILL DETAIL

3" = 1'-0"A-505

D HEAD DETAIL

3" = 1'-0"A-505

E JAMB DETAIL

3" = 1'-0"A-505

F SILL DETAIL

3" = 1'-0"A-505

G HEAD DETAIL

3" = 1'-0"A-505

H JAMB DETAIL

3" = 1'-0"A-505

J SILL DETAIL

EL. = 115'-0"

T.O. R.O.

EL. = 110'-0"

B.O. R.O.

8" MTL STUDS

@ 16" O.C.

STORM PROOF

LOUVER W/ BIRD

SCREEN

MOUNTING ANGLESHIM, BACKER ROD

AND SEALANT, BOTH

SIDES

DAMPER WHERE REQ'D,

SEE MECH SHEETS

R-18 INSULATED

MTL. WALL PANEL

CORROSION -

RESISTANT FLASH'G

W/ DRIP

3" 8"

SLOPE

3" 8"

8" MTL STUDS

@ 16" O.C.

STORM PROOF

LOUVER W/ BIRD

SCREEN MOUNTING ANGLE

SHIM, BACKER ROD

AND SEALANT, BOTH

SIDES

DAMPER WHERE REQ'D,

SEE MECH SHEETS

R-18 INSULATED

MTL. WALL PANEL

CORROSION -

RESISTANT JAMB

TRIM

STORM PROOF

LOUVER W/ BIRD

SCREEN

SHIM, BACKER

ROD & SEALANT

BOTH SIDES

DAMPER WHERE REQ'D,

SEE MECH SHEETS

STEEL FRAMING

(SEE STRUCT.)

R-18 INSULATED MTL WALL

PANEL

PRE-FINISHED MTL

SILL FLASHING,

SET IN SEALANT

MOUNTING ANGLE

MTL LINER PANEL,

FROM FINISHED FLOOR

UP TO 10'-0" (TYP.)

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-505-A

L O

U V

E R

O W

D E

T A

O P

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

A M

E W

D R

A W

A D

D E

D -0

-2

3" = 1'-0"A-505-A

1 HEAD DETAIL

3" = 1'-0"A-505-A

2 JAMB DETAIL

3" = 1'-0"A-505-A

3 SILL DETAIL

AIR BARRIER -

SELF-HEALING ICE & WATER SHIELD

2X TREATED WOOD NAILER/BLOCKING

GUTTER HANGER

16 GA BENT STEEL PLATE AT ALL EAVE,

RAKE, AND RIDGE EDGES - TYPICAL

PRE-FINISHED METAL WALL PANEL

RIGID INSULATION (OFFSET JOINTS

HORIZONTALLY AND VERTICALLY))-

(R-24 MIN)

BEARING PLATE

SSMR CLIP w/THERMAL SPACER

SSMR

PRE-FINISHED METAL GUTTER-

SLOPE TO DOWNSPOUT

PRE-FINISHED BREAK METAL

FASCIA/FLASHING TO MATCH SSMR

w/CONT CLEAT CLIPS AS STD w/MFR - TYPICAL

12"

STEEL ROOF DECK

-SEE STRUCTURAL DWGS.

1/2" EXTERIOR SHEATHING

SPRAY-FOAM INSULATION

AIR BARRIER -

SELF-HEALING ICE & WATER SHIELD

METAL FRAMING W/ SPRAY FOAM

INSULATION

STEEL FRAMING -

SEE STRUCTURAL DWGS.

1/2" EXTERIOR SHEATHING

RIGID INSULATION-

(R-24 MIN)

BEARING PLATE

SSMR CLIP w/THERMAL SPACER

SSMR

PRE-FINISHED BREAK METAL

FASCIA/FLASHING TO MATCH SSMR

w/CONT CLEAT CLIPS AS STD w/MFR - TYPICAL

STRUCTURAL FRAMING

-SEE STRUCTURAL DWGS.

PRE=FINISHED METAL

WALL PANEL

MTL DECK.

AIR BARRIER -

SELF-HEALING ICE & WATER SHIELD

STEEL ROOF DECK

STRUCTURAL FRAMING -

SEE STRUCTURAL DWGS.

1/2" EXTERIOR SHEATHING

RIGID INSULATION-

(R-24 MIN)

BEARING PLATE

SSMR CLIP w/THERMAL SPACER

PRE-FINISHED METAL RIDGE CAP-

(SLIP JOINT TO ALLOW FOR

EXPANSION AND CONTRACTION)

CONT CLEATS

SSMR PANEL CLOSURE w/SEALANT

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-520

R O

O F

D E

T A

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

A M

E V

D A

N D

R E

D R

A W

N -0

-2

3" = 1'-0"A-520

1 ROOF EAVE DETAIL

3" = 1'-0"A-520

2 ROOF GABLE END DETAIL

3" = 1'-0"A-520

3 ROOF RIDGE DETAIL

AIR BARRIER -

SELF-HEALING ICE & WATER SHIELD

2X TREATED WOOD NAILER/BLOCKING

GUTTER HANGER

16 GA BENT STEEL PLATE AT ALL EAVE,

RAKE, AND RIDGE EDGES - TYPICAL

PRE-FINISHED R-18

INSULATED METAL

WALL PANEL

RIGID INSULATION (OFFSET JOINTS

HORIZONTALLY AND VERTICALLY))-

(R-24 MIN)

BEARING PLATE

SSMR CLIP w/THERMAL SPACER

SSMR

PRE-FINISHED METAL GUTTER-

SLOPE TO DOWNSPOUT

PRE-FINISHED BREAK METAL

FASCIA/FLASHING TO MATCH SSMR

w/CONT CLEAT CLIPS AS STD w/MFR - TYPICAL

12"

STEEL ROOF DECK

-SEE STRUCTURAL DWGS.

1/2" EXTERIOR SHEATHING

SPRAY-FOAM INSULATION

AIR BARRIER -

SELF-HEALING ICE & WATER SHIELD

METAL FRAMING W/ SPRAY FOAM

INSULATION

STEEL FRAMING -

SEE STRUCTURAL DWGS.

1/2" EXTERIOR SHEATHING

RIGID INSULATION-

(R-24 MIN)

BEARING PLATE

SSMR CLIP w/THERMAL SPACER

SSMR

PRE-FINISHED BREAK METAL

FASCIA/FLASHING TO MATCH SSMR

w/CONT CLEAT CLIPS AS STD w/MFR - TYPICAL

STRUCTURAL FRAMING

-SEE STRUCTURAL DWGS.

PRE-FINISHED R-18

INSULATED METAL WALL

PANEL

MTL DECK.

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-520-A

R O

O F

D E

T A

O P

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

A M

E W

D R

A W

A D

D E

D -0

-2

3" = 1'-0"A-520-A

1 ROOF EAVE DETAIL

3" = 1'-0"A-520-A

2 ROOF GABLE END DETAIL

12"

AIR BARRIER - (TYP.)

SELF-HEALING ICE & WATER SHIELD

2X TREATED WOOD NAILER/BLOCKING

GUTTER HANGER

CONTINUOUS BENT PLATE -

SEE STRUCTURAL DWGS.

1/2" EXTERIOR SHEATHING

AIR BARRIER

3/4" EXTERIOR PLYWOOD

PRE-FINISHED SOFFIT PANEL OVER

R-20 RIGID INSULATION

RIGID INSULATION-

(R-24 MIN)

BEARING PLATE

SSMR CLIP w/THERMAL SPACER

SSMR

SSMR CLOSURE-

AS STANDARD w/MFR

PRE-FINISHED METAL GUTTER-

SLOPE TO DOWNSPOUT

PRE-FINISHED BREAK METAL

FASCIA/FLASHING TO MATCH SSMR

w/CONT CLEAT CLIPS AS STD w/MFR - TYPICAL

R-20 RIGID INSULATION

AIR BARRIER

1/2" EXTERIOR SHEATHING OVER

STEEL FRAMING

BOND BEAM

8" CMU

16 GA BENT STEEL PLATE AT ALL

EAVE, RAKE, AND RIDGE EDGES -

TYPICAL

AIR BARRIER -

SELF-HEALING ICE & WATER SHIELD

STEEL ROOF DECK

STRUCTURAL FRAMING -

SEE STRUCTURAL DWGS.

1/2" EXTERIOR SHEATHING

RIGID INSULATION-

(R-24 MIN)

BEARING PLATE

SSMR CLIP w/THERMAL SPACER

PRE-FINISHED METAL RIDGE CAP-

(SLIP JOINT TO ALLOW FOR

EXPANSION AND CONTRACTION)

CONT CLEATS

SSMR PANEL CLOSURE w/SEALANT

AIR BARRIER -

SELF-HEALING ICE & WATER SHIELD

METAL FRAMING W/ SPRAY FOAM

INSULATION

RAFTER -

SEE STRUCTURAL DWGS.

1/2" EXTERIOR SHEATHING

UNDERLAYMENT

PRE-FINISHED SOFFIT PANEL

R-20 RIGID INSULATION

RIGID INSULATION-

(R-24 MIN)

BEARING PLATE

SSMR CLIP w/THERMAL SPACER

SSMR

PRE-FINISHED BREAK METAL

FASCIA/FLASHING TO MATCH SSMR

w/CONT CLEAT CLIPS AS STD w/MFR - TYPICAL

R-20 RIGID INSULATION

1/2" EXTERIOR SHEATHING OVER

STEEL FRAMING

BACKER ROD AND SEALANT

MIN.

1' - 0"

REFER TO MECH.

WATER DIVERTER

STEEL ANGLE

STEEL ANGLE AT

EACH TRUSS

STEEL TRUSS

METAL DECK

PRE-FABRICATED

ROOF CURB

METAL FLASHING

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I 'D

N A

M E

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

E N

U M

B E

1 2 3 4 5

A-521

R O

O F

D E

T A

S H

A D

O W

U A

S R

A N

G E

T R

F A

O M

A H

A D

T O

M A

H A

N E

B R

A S

K A

A M

B R

W F

-1 -R

-0

F -1

-0

F O

R T

C A

R S

O N

O L O

R A

D O

P N

M A

R K

D E

S C

N D

A T

M G

E N

E R

A L R

E V

N S

-0

-2

3" = 1'-0"A-521

1 ROOF EVAE DETAIL

3" = 1'-0"A-521

2 ROOF RIDGE DETAIL

3" = 1'-0"A-521

3 ROOF GABLE END DETAIL

1 1/2" = 1'-0"A-521

4 EXHAUST FAN DETAIL

R…

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File details come from the government source that posted it. Updated Nov 14, 2017.