FCBA__ADVERTISEMENT_-_HALF_SIZE.pdf

S-301

S-301

HSS 4x4x1/4 HSS 4x 4x

1/4

S-301

12' - 4"

0' - 8" 0' - 8"

0'

8"

0'

8"

4'

4" 2'

2'

S-301

S-301

S-301

S-301

S-301

4' - 0"

EL: 97' - 0"

T.O.F.

EL: 97' - 0"

T.O.F.

TOP OF PIER BR.

100' - 4"EL:

97' - 0" T.O.F.

(2) #4 BARS SEE

6/S-003

SLAB ON GRADE

SEE NOTES THIS

SHEET

S-504

LI

G

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AG

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SS

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'-0

" O .C

12' - 0"

R

ID

G E

600S250-097 @ 4'-0" O.C.

W8X18

W 8X

W 8X

S-504

S-504

S-504

S-504

5' - 6" 5' - 6"0' - 6" 0' - 6"

9'

6"

S-009

TYP. AT

CORNERS

S-504

TO

S.

E L:

'-1 1"

TO

S.

E L:

'-1 1"

TOS. EL: 110'-11"

S-504

S-504

S-504

BETWEEN

TRUSSES

AT

TRUSS

BRG.

BETWEEN

TRUSSES

AT

TRUSS

BRG.

TRUSS BRG.

EL: 110'-11"

2'

0" 0'

6"

2'

0"

S-009 TYP.

US Army Corps of Engineers ® Omaha District

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1/2" = 1'-0"S-101AB

1 AMMO BREAKDOWN FOUNDATION

1/2" = 1'-0"S-101AB

2 AMMO BREAKDOWN ROOF FRAMING

GENERAL FOUNDATION NOTES: FOUNDATION LEGEND: GENERAL FRAMING NOTES: FRAMING LEGEND:

1. REFER TO SHEETS S-001 THROUGH S-010 FOR GENERAL NOTES, TYPICAL

SCHEDULES AND TYPICAL DETAILS.

2. TOP OF SLAB-ON GRADE REFERENCE ELEVATION EQUALS 100'-0" UNLESS

NOTED OTHERWISE. SEE CIVIL DRAWINGS FOR MSL DATUM.

3. ALL SLABS-ON-GRADE SHALL BE 6" THICK REINFORCED WITH #4 @ 18" O.C.

E.W., U.N.O.

4. TOP OF FOOTING REFERENCE SHALL BE 97'-0" U.N.O.

5. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS.

6. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT

PADS AND WALL PENETRATIONS.

1. REFER TO SHEETS S-001 THROUGH S-010 FOR GENERAL NOTES,

TYPICAL CONNECTIONS SCHEDULES AND TYPICAL DETAILS.

2. REFER TO ARCHITECTURAL DRAWINGS FOR ADDTIONAL

DIMENSIONS.

3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

EQUIPMENTS INFORMATION.

4. REFER TO DETAIL 5 ON SHEET S-008 FOR LIGHT GAUGE TRUSS

LOAD DIAGRAM.

5. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TEMPORARY

AND PERMANENT REQUIRED BRACING.

8" PRECAST CONCRETE WALL 8" PRECAST CONCRETE WALL

1½" DEEP, 18 GAGE WIDE-RIB ROOF

DECK, GALVANIZED (SEE SHEET S-009)

PLAN NORTH

2' 4'1'0

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

A-300AB

A-300AB

A-200AB

A-200AB

A-200AB

A-200AB

TUBE STEEL COLUMNS, SEE STRUCTURAL

COILING COUNTER

DOOR

CONCRETE SLAB

COUNTER

ROOF ABOVE

100A

B

3' - 0" 6' - 0" 3' - 0"

AMMO

BREAKDOWN

X WALL TYPE SEE SHEETS A-410

SYMBOLS LEGEND

X WINDOW TYPE SEE SHEETS A-600

X MATERIAL COLOR/FINISH LOCATION SEE

SHEETS A-200XX

LOUVER SEE - A-600LX CJ GWB CONTROL JOINT IN INTERIOR WALLS

FEC FIRE EXTINGUISHER CABINET SEE DETAILS A-581

SNOW GUARDS

PERIMETER OF

BUILDING BELOW

RIDGE CAP

/4

2' - 0"

A-520

MTL. RAIN DIVERTER

ABOVE. PERSONNEL DOOR

BELOW SNOW GUARD

-LENGTH SHALL MATCH

SNOW GUARD

2' - 0"

4" / 1'-0"4" / 1'-0"

GENERAL ROOF NOTES:

1. ALL DIMENSIONS ARE NOMINAL, UNLESS NOTED OTHERWISE.

2. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTIONS

TERMINALS.

3. DO NOT SCALE FROM DRAWINGS.

4. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.

5. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.

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

SMACNA GUIDELINES.

7. ALL FINISHES TO BE FACTORY PRE-FINISHED.

8. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE/FLASHING, CAULK,

GASKETS SEALANTS, AND/OR WEATHER STRIPPING AS REQUIRED.

9. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE CONTINUOUS

AIR BARRIER SYSTEM.

10. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

PRE-FINISHED METAL

SOFFIT PANELS

OUTLINE OF ROOF

9' - 8"

9' - 5"

2X2 CEILING GRID

GWB CEILING

2X4 LIGHTING FIXTURE

AFFX'-X" CEILING HEIGHT

(ABOVE FINISH FLOOR)

CEILING LEGEND:

PENDANT FIXTURE

MTL. SOFFIT PANEL

ELECTRIC A/C

EXHAUST GRILL

RECESSED FIXTURE

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

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. DO NOT SCALE FROM DRAWINGS.

5. SEE CIVIL SITE PLAN FOR BUILDING LOCATION

6. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL WINDOW, DOOR, LOUVER,

AND OTHER OPENINGS PRIOR TO MANUFACTURING OR INSTALLING ANY SUCH ITEM.

ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE

REQUIRED FOR EACH OPENING.

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

PRECAST WALLS.

US Army Corps of Engineers ® Omaha District

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

1 FLOOR PLAN

M A

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PLAN NORTH

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

2 ROOF PLAN

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

3 CEILING PLAN

4' 8'0 2'

GENERAL ELEVATION NOTES:

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

2. SEE A-600 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.

B.O. SOFFIT - AB

109' - 6"

F.F. - AB

100' - 0"

TUBE STEEL COLUMN

PRECAST CONCRETE PANEL

COILING COUNTER DOOR

MTL. WALL PANEL

SNOW GUARDS

MTL. FASCIA

MTL. ROOF PANEL

STRUCTURAL STOOP (SEE STRUCT.)

DOOR HEAD - AB

107' - 4"

T.O. RIDGE - AB

113' - 5"

3 3

B.O. SOFFIT - AB

109' - 6"

F.F. - AB

100' - 0"

SNOW GUARDS

MTL. FASCIA

MTL. ROOF PANEL

T.O. RIDGE - AB

113' - 5"

B.O. SOFFIT - AB

109' - 6"

F.F. - AB

100' - 0"

PRECAST CONCRETE PANEL

MTL. FASCIA

MTL. ROOF PANEL

TUBE STEEL COLUMN

T.O. RIDGE - AB

113' - 5"

B.O. SOFFIT - AB

109' - 6"

F.F. - AB

100' - 0"

PRECAST CONCRETE PANEL

MTL. FASCIA

MTL. ROOF PANEL

HM DOOR & FRAME

SNOW GUARDS

DR HEAD - AB

107' - 2"

T.O. RIDGE - AB

113' - 5" 3

RED & WHITE LIGHT (TYP.)

1 SMOOTH FACE FAMILIAR BEIGE SHERWIN WILLIAMS SW6093

2 SPLIT FACE 8" x 16" FAMILIAR BEIGE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA 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 FOOTHILLS SHERWIN WILLIAMS SW7514

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

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

1 NORTH ELEVATION

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

2 SOUTH ELEVATION

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

3 EAST ELEVATION

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

4 WEST ELEVATION

T ectonic Cop yright 2007

F.F. - AB

100' - 0"

COILING COUNTER DOOR

SST

COUNTER

COUNTER

SUPPORTS

GWB CEILING

SSMR ROOF

PRECAST CONCRETE

PANEL

PAINTED PRECAST

CONCRETE PANEL

4" RESILIENT BASE

BACKSPLASH

PRE-FINISHED METAL

SOFFIT

A-400AB

A-400AB

B.O. SOFFIT- AB

109' - 5"

DOOR HEAD - AB

107' - 4"

METAL FRAMING (TYP.)

SSMR ROOF

SNOW GUARDS

PRECAST CONCRETE

PANELS

HM DOOR AND FRAME

PAINTED PRECAST

CONCRETE PANEL

4" RESILIENT BASE

A-400AB

F.F. - AB

100' - 0"

T.O. COUNTER

103' - 4"

SST COUNTER

B.O. SOFFIT- AB

109' - 5"

STRUCTURAL STOOP

DR HEAD - AB

107' - 2"

GENERAL SECTION NOTES:

1. DO NOT SCALE FROM DRAWINGS.

2. SEE CIVIL SITE PLAN FOR BUILDING LOCATION

3. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL WINDOW,

DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO MANUFACTURING

OR INSTALLING ANY SUCH ITEM.

4. ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL

VERIFY THE ACTUAL SIZE REQUIRED FOR EACH OPENING.

5. ALL JOINTS & PENETRATIONS TO RECEIVE FLASHING, CAULK, GASKETS,

SEALANTS, OR WEATHERSTRIPPING AS REQUIRED.

6. SEE STRUCTURAL DRAWINGS FOR BEARING HEIGHTS & FRAMING

INFORMATION.

7. ALL FASTENERS TO BE SELECTED FOR DURABILITY IN LOCAL CLIMATE.

8. SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR SLAB AND

FOUNDATION INFORMATION.

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

1 BUILDING SECTION

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

2 BUILDING SECTION

F.F. - AB

100' - 0"

CONCRETE SLAB

RESILIENT BASE

COILING COUNTER DOOR

SSMR

METAL DECKING

TRUSS

PRE-FINISHED METAL SOFFIT

CEILING AS INDICATED PER ROOM

FINISH SCHEDULE

COUNTER W/BACKSPLASH

FOOTING AND FOUNDATION

-SEE STRUCTURAL

A-501

F.F. - AB

100' - 0"

A-520

CONCRETE SLAB

RESILIENT BASE

SSMR

METAL DECKING

METAL FRAMING

TRUSS

B.O. SOFFIT - AB

109' - 6"

CONCRETE SLAB

RESILIENT BASE

DOOR FRAME

SSMR

METAL DECKING

METAL FRAMING

TRUSS

PRE-FINISHED METAL SOFFIT

PRE-FINISHED METAL FASCIA

CEILING AS INDICATED PER ROOM

FINISH SCHEDULE

COUNTER W/BACKSPLASH

FOOTING AND FOUNDATION

-SEE STRUCTURAL

A-520

DR HEAD - AB

107' - 2"

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1" = 1'-0"A-400AB

1 WALL SECTION

1" = 1'-0"A-400AB

2 WALL SECTION

1" = 1'-0"A-400AB

3 WALL SECTION 0 1' 2'

G

Panel AB

AB-1

AMMO

BREAKDOWN

AMMO

BREAKDOWN

AB-2

AB-3

A

B

B

B

BA

A

Panel AB

K

F

US Army Corps of Engineers ® Omaha District

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1/4" = 1'-0"E-101AB

1 AMMO BREAKDOWN POWER PLAN

1/4" = 1'-0"E-101AB

2 AMMO BREAKDOWN LIGHTING PLAN

1/4" = 1'-0"E-101AB

3 AMMO BREAKDOWN GROUNDING PLAN

GENERAL NOTES:

1. ALL UNDERGROUND CONDUCTOR BONDS SHALL BE EXOTHERMICALLY

WELDED.

2. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY A QUALIFIED

CONTRACTOR.

3. REFER TO SHEETS EL501 AND EL502 FOR LUMINAIRE SCHEDULE AND

LUMINAIRE DETAILS.

4. REFER TO SHEET EP602 FOR PANEL SCHEDULES.

5. PROVIDE STRUCTURAL MOUNTING WITH METAL BRACES THAT RIGIDLY

SUPPORT BOXES/FIXTURES.

6. AS A MINIMUM, ALL MATERIALS AND INSTALLATION WITHIN THE AMMO

BREAKDOWN STRUCTURE SHALL BE IN ACCORDANCE WITH NFPA 70,

CLASS II, DIVISION 2, HAZARDOUS (CLASSIFIED) LOCATION. GROUPS E, F &

G, WITH MAXIMUM SURFACE TEMPERATURE OF T3B.

7. NFPA 780, CLASS I MATERIALS SHALL BE PROVIDED FOR THE LIGHTNING

PROTECTION SYSTEM, UNLESS OTHERWISE NOTED. MAIN CONDUCTOR: #

2/0 AWG MIN.

8. EXPOSE CONDUIT WITH SURFACE MOUNTED DEVICES, OUTLETS, AND

PANELS WHENEVER POSSIBLE.

9. ASSURE EQUIPMENT, DEVICES, BOXES, CONDUIT BODIES, AND

HANDHOLE ENCLOSURES ARE ACCESSIBLE AND/OR READILY ACCESSABLE

AS REQUIRED BY NFPA 70.

10. CONNECT LIGHTNING PROTECTION SYSTEM TO SNOW RETENTION

DEVICES WHERE APPLICABLE.

11. MOUNT RECEPTACLES ABOVE FINISHED COUNTERTOPS.

12. REFER TO SHEET EG501 FOR LIGHTNING PROTECTION AND GROUNDING

DETAILS.

KEYED NOTES:

1. EXOTHERMICALLY WELDED CONNECTION. CONNECTIONS WITHIN

GROUND WELLS MUST BE BOLTED. SEE SHEET EG501. TYPICAL.

2. 3/4" DIAMETER X 12' - 0" COPPER CLAD GROUND ROD AND GROUNDING

WELL. SEE SHEET EG501. TYPICAL.

3. #2/0 AWG COPPER BUILDING PERIMETER COUNTERPOISE CONDUCTOR,

RATED NFPA 780 CLASS II, TYPICAL. BURIAL DEPTH SHALL BE 36", MIN.

4. ASSURE ALL GROUNDING MEDIA IN OR ON THE AMMUNITION

BREAKDOWN STRUCTURE IS INTERCONNECTED WITH THE LIGHTNING

PROTECTION SYSTEM TO PROVIDE COMMON GROUND POTENTIAL. THE

DOWN CONDUCTOR SHALL BE RUN DOWN THE COLUMN IN PVC CONDUIT.

TYPICAL.

5. BOND #1/0 AWG CONDUCTOR TO STRUCTURAL STEEL. SEE SHEET

EG501.

6. BOND #1/0 AWG CONDUCTOR TO WALL REINFORCING STEEL. SEE

SHEET EG501.

7. RED AND WHITE LIGHTING SHALL BE SEPARATELY SWITCHED. LABEL

LIGHT SWITCHES PER USE "RED-INTERIOR", "WHITE-INTERIOR", "RED-

EXTERIOR", "WHITE-EXTERIOR". PROVIDE "WHITE" SWITCH

WEATHERPROOF COVERS WITH A LOCKING TAB. SEE SHEET EL501.

8. 24" NICKEL TIPPED, COPPER CLAD AIR TERMINAL. SEE SHEET EG501

FOR MOUNTING. MAIN LIGHTNING PROTECTION CABLE SIZED #2/0 AWG

MIN. TYPICAL.

9. BOND #1/0 AWG CONDUCTOR TO AMMUNITION BREAKDOWN DOOR

FRAME. SEE SHEET EG501.

5 5

PLAN NORTH

S-302

S-302

HSS 6x 6x

5/1

HSS 6x 6x

5/1

HSS 6x6x5/16

HSS 6x6x5/16 HSS 6x 6x

5/1 6HSS 6x6x5/16

C.C.J.

C .C

.J

C .C

.J

C .C

.J

S-301

F3F2 F2

F1 F1F11 BE

2 BE

A BE B BE C BE

32' - 10"

0' - 11" 0' - 11" 15' - 6" 15' - 6"

0'

4'

0"

S-302

S-302

S-302

S-302

100' - 0"

TOP OF

SLAB

EL:

SL

O

PE

/8

PE

R

F T.

4x4x3/16

CHEVERON BRACES

4x4x3/16

CHEVERON BRACES

(2) #4 BARS SEE

6/S-003

S-2013

TOP OF

SLAB

EL: 97'-0"

SLAB ON GRADE

SEE NOTES THIS

SHEET

10C2.5x097

S-502

1 BE

2 BE

A BE B BE C BE

15' - 6" 15' - 6"

31' - 0"

FR

AM

IN

G

M

EM

BE

R

S 3'

-0 " O

.C . M

AX

10C2.5x097TOS EL = 119'-8"

TOS EL = 116'-0"

END OF BEAM

END OF BEAM

W8X18W8X18

W8X18W8X18

W 8X

18 W 8X

W 8X

S-502

ZS

10x3.25x070

ZS

10x3.25x070

ZS

10x3.25x070

ZS

10x3.25x070

ZS

10x3.25x070

ZS

10x3.25x070

ZS

10x3.25x070

S-502

S-502

4x4x3/16 CHEVRON BRACING

4x4x3/16 KNEE

BRACING

S-2013

Sim

1'

2" 2'

5"

S-502

SIM

US Army Corps of Engineers ® Omaha District

SHEET ID

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A N

EB

R

AS

KA

D . F

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EN

C H

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C H

W . B

O

EC

K

K.

C

H

AN

/2

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W

F-

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F1

-9 7-

S- 1 0

1B E-

M

AR

K D

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C

R

IP

TI

O

N D

AT

E

1/4" = 1'-0"S-101BE

1 BLEACHER ENCLOSURE FOUNDATION

GENERAL FOUNDATION NOTES: FOUNDATION LEGEND: GENERAL FRAMING NOTES: FRAMING LEGEND:

1. REFER TO SHEETS S-001 THROUGH S-010 FOR GENERAL NOTES, TYPICAL

SCHEDULES AND TYPICAL DETAILS.

2. TOP OF SLAB-ON GRADE REFERENCE ELEVATION EQUALS 100'-0" UNLESS

NOTED OTHERWISE. SEE CIVIL DRAWINGS FOR MSL DATUM.

3. ALL SLABS-ON-GRADE SHALL BE 6" THICK REINFORCED WITH #4 @ 18" O.C.

E.W., U.N.O.

4. TOP OF FOOTING REFERENCE SHALL BE 97'-0" U.N.O.

5. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS.

6. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT

PADS AND WALL PENETRATIONS.

7. DIMENSIONS ARE TO THE FACE OF CONCRETE, U.N.O.

1. REFER TO SHEETS S-001 THROUGH S-010 FOR GENERAL NOTES,

TYPICAL CONNECTIONS SCHEDULES AND TYPICAL DETAILS.

2. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL

DIMENSIONS.

3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

EQUIPMENT INFORMATION.

1/4" = 1'-0"S-101BE

2 BLEACHER ENCLOSURE ROOF FRAMING

CONSTRUCTION OR CONTROL JOINT

(SEE DETAILS 1 AND 2 ON SHEET S-003)

MARK FOOTING SIZE FOOTING REINFORCING

BLEACHER ENCLOSURER

SPREAD FOOTING SCHEDULE

F1

F2

F3

3'-0"x3'-0"x1'-0"

4'-0"x4'-0"x1'-0"

5'-0"x5'-0"x1'-0"

(4) #4 EACH WAY TOP MAT

(4) #4 EACH WAY BOTTOM MAT

(4) #4 EACH WAY TOP MAT

(4) #4 EACH WAY BOTTOM MAT

(5) #4 EACH WAY TOP MAT

(5) #4 EACH WAY BOTTOM MAT

1½" DEEP, 18 GAGE WIDE-RIB ROOF

DECK, GALVANIZED (SEE SHEET S-009)

PLAN NORTH

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

/2

32' - 9"

A-200BE

A-200BE

A-200BE

A-200BE

A-300BE

A-300BE

599 SF

BLEACHER ENCLOSURE

L2

PRE-FINISHED

MTL.

WALL PANEL

WALL GIRT

CONCRETE SLAB

MECHANICAL LOUVER

ABOVE (ABOVE)

GALVANIZED METAL

BLEACHERS, BOLT

TO CONCRETE.

MECHANICAL

LOUVER

(ABOVE)

L2

A BE B BE C BE

1 BE

2 BE

OUTLINE OF

BUILDING

SSMR ROOF

A BE B BE C BE

1 BE

2 BE

GENERAL ROOF NOTES:

1. ALL DIMENSIONS ARE NOMINAL, UNLESS NOTED OTHERWISE.

2. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTIONS

TERMINALS.

3. DO NOT SCALE FROM DRAWINGS.

4. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.

5. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.

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

SMACNA GUIDELINES.

7. ALL FINISHES TO BE FACTORY PRE-FINISHED.

8. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE/FLASHING, CAULK,

GASKETS SEALANTS, AND/OR WEATHER STRIPPING AS REQUIRED.

9. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE CONTINUOUS

AIR BARRIER SYSTEM.

10. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

MECHANICAL LOUVER

PRE-FINISHED METAL

WALL PANEL

PRE-FINISHED MTL.

SOFFIT PANEL

A BE B BE C BE

1 BE

2 BE

18' - 8"

15' - 6"

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

GWB CEILING

AFFX'-X" CEILING HEIGHT

(ABOVE FINISH FLOOR)

CEILING LEGEND:

PENDANT FIXTURE

MTL. SOFFIT PANEL

PENDANT FIXTURE

SYMBOLS LEGEND

X MATERIAL COLOR/FINISH LOCATION SEE

SHEETS A-200XX

LOUVER SEE - A-600LX

GENERAL NOTES:

1. SEE A-101XX FOR STRUCTURAL GRID DIMENSIONING.

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

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

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

5. DO NOT SCALE FROM DRAWINGS.

6. SEE CIVIL SITE PLAN FOR BUILDING LOCATION

7. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL DOOR & LOUVER OPENINGS

PRIOR TO MANUFACTURING OR INSTALLING ANY SUCH ITEM.

ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE

REQUIRED FOR EACH OPENING.

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

PRECAST WALLS.

US Army Corps of Engineers ® Omaha District

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1 2 3 4 5

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A-101BE

B L E

A C

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F L O

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C

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IL

I N G

R O

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P L A

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P L A

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B A

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C O

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A H

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H A

N

E B

R A

S K

A

A M

P

A M

P

B R

G

B R

G

/2

/2

W F

-1 -R

-0

F -9

-0

F O

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C A

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

1 FLOOR PLAN

M A

R K

D E

S C

R

IP

T

IO

N D

A T

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PLAN NORTH

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

2 ROOF PLAN

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

3 REFLECTED CEILING PLAN

SSMR ROOF

LOUVER

PRE-FINISHED METAL

WALL PANEL

F.F. - BE

100' - 0"

A BEB BEC BE

T.O. HEAD - BE

114' - 0"

T.O. DR HEAD - BE

106' - 11"

T.O. ROOF - BE

120' - 10"

PRE-FINISHED MTL.

SOFFIT PANEL

LOUVER

GALVANIZED METAL

BLEACHER BOLTED

IN PLACE.

F.F. - BE

100' - 0"

A BE B BE C BE

4 4

T.O. ROOF - BE

120' - 10"

MTL. WALL PANEL

SSMR ROOF

PRE-FINISHED MTL.

WALL PANEL

PRE-FINISHED MTL.

FASCIA PANEL

F.F. - BE

100' - 0"

1 BE2 BE

12" 2"

T.O. ROOF - BE

120' - 10"

SSMR ROOF

PRE-FINISHED MTL.

WALL PANEL

PRE-FINISHED MTL.

FASCIA PANEL

F.F. - BE

100' - 0"

1 BE 2 BE

12" 2"

T.O. ROOF - BE

120' - 10"

GENERAL ELEVATION NOTES:

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

2. SEE A-600 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 SMOOTH FACE FAMILIAR BEIGE SHERWIN WILLIAMS SW6093

2 SPLIT FACE 8" x 16" FAMILIAR BEIGE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA 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 FOOTHILLS SHERWIN WILLIAMS SW7514

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

US Army Corps of Engineers ® Omaha District

SHEET ID

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1 2 3 4 5

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A-200BE

B U

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E L E

V A

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M A

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D I N

F A

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A D

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M A

H A

N

E B

R A

S K

A

A M

P

A M

P

B R

G

B R

G

/2

/2

W F

-1 -R

-0

F -9

-0

F O

R T

C A

R S

O N

C

O L O

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D O

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M A

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

1 NORTH ELEVATION 1/4" = 1'-0"A-200BE

2 SOUTH ELEVATION

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

3 EAST ELEVATION

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

SSMR ROOF OVER

PURLINS OVER METAL

DECK

OUTLINE OF BLEACHERS

PRE-FINISHED MTL.

WALL PANEL

A-400BE

F.F. - BE

100' - 0"

1 BE2 BE

T.O. ROOF - BE

120' - 10"

SSMR ROOF

PRE-FINISHED MTL.

WALL PANEL

PRE-FINISHED MTL.

FASCIA PANEL

GALVANIZED METAL

BLEACHERS BOLTED

IN PLACE

F.F. - BE

100' - 0"

A BE B BE C BE

A-400BE

GENERAL SECTION NOTES:

1. DO NOT SCALE FROM DRAWINGS.

2. SEE CIVIL SITE PLAN FOR BUILDING LOCATION

3. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL WINDOW,

DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO MANUFACTURING

OR INSTALLING ANY SUCH ITEM.

4. ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL

VERIFY THE ACTUAL SIZE REQUIRED FOR EACH OPENING.

5. ALL JOINTS & PENETRATIONS TO RECEIVE FLASHING, CAULK, GASKETS,

SEALANTS, OR WEATHERSTRIPPING AS REQUIRED.

6. SEE STRUCTURAL DRAWINGS FOR BEARING HEIGHTS & FRAMING

INFORMATION.

7. ALL FASTENERS TO BE SELECTED FOR DURABILITY IN LOCAL CLIMATE.

8. SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR SLAB AND

FOUNDATION INFORMATION.

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

A R

M Y

C O

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1 2 3 4 5

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B U

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A

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A M

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B R

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B R

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/2

/2

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-1 -R

-0

F -9

-0

F O

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

1 BUILDING SECTION

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

F.F. - BE

1 BE

A-520

CONCRETE SLAB

SSMR

METAL DECKING

METAL FRAMING

PRE-FINISHED METAL SOFFIT

PRE-FINISHED METAL FASCIA

PRE-FINISHED METAL WALL PANEL

FOOTING AND FOUNDATION

-SEE STRUCTURAL

BASE FLASHING

US Army Corps of Engineers ® Omaha District

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U S

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C O

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B E

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1 2 3 4 5

D

C

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A

A-400BE

W A

L L S

E C

T

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A U

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M A

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D I N

F A

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P L A

T O

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B A

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C O

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A H

A D

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T O

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H A

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R A

S K

A

A M

P

A M

P

B R

G

B R

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/2

/2

W F

-1 -R

-0

F -9

-0

F O

R T

C A

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O N

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O L O

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M A

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3/4" = 1'-0"A-400BE

1 WALL SECTION 0 1' 2' 3'

AB-4

AB-7

D

C

C C

D D D

D D D D

C

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

AR

M

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BL

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PL

AT

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A T

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A H A

D

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T R

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T O

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AH

A, N

EB

R

AS

KA

B.

W

LA

SC

H

IN

B.

W

LA

SC

H

IN

S.

O

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S.

O

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/2

7/

W

F-

-R

-0

F1

-9 7-

FO

R

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AR

SO

N , C

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7 2

(F

Y 1 7)

M

AR

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C

R

IP

TI

O

N D

AT

E

1/4" = 1'-0"E-101BE

1 BLEACHER ENCLOSURES POWER PLAN

1/4" = 1'-0"E-101BE

2 BLEACHER ENCLOSURES LIGHTING PLAN

1/4" = 1'-0"E-101BE

3 BLEACHER ENCLOSURE GROUNDING PLAN

GENERAL NOTES:

1. ALL UNDERGROUND CONDUCTOR BONDS SHALL BE

EXOTHERMICALLY WELDED.

2. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY A

QUALIFIED CONTRACTOR.

3. REFER TO SHEETS EL501 AND EL502 FOR LUMINAIRE SCHEDULE

AND LUMINAIRE DETAILS.

4. REFER TO SHEET EP602 FOR PANEL SCHEDULES.

5. PROVIDE STRUCTURAL MOUNTING WITH METAL BRACES THAT

RIGIDLY SUPPORT BOXES/FIXTURES.

6. NFPA 780, CLASS II MATERIALS SHALL BE PROVIDED FOR THE

LIGHTNING PROTECTION SYSTEM. MAIN CONDUCTOR: #2/0 AWG MIN.

7. EXPOSE CONDUIT WITH SURFACE MOUNTED DEVICES, OUTLETS,

AND PANELS WHENEVER POSSIBLE.

8. ASSURE EQUIPMENT, DEVICES, BOXES, CONDUIT BODIES, AND

HANDHOLE ENCLOSURES ARE ACCESSIBLE AND/OR READILY

ACCESSABLE AS REQUIRED BY NFPA 70.

9. CONNECT LIGHTNING PROTECTION SYSTEM TO SNOW RETENTION

DEVICES WHERE APPLICABLE.

10. REFER TO SHEET EG501 FOR LIGHTNING PROTECTION AND

GROUNDING DETAILS.

KEYED NOTES:

1. EXOTHERMICALLY WELDED CONNECTION. CONNECTIONS WITHIN

GROUND WELLS MUST BE BOLTED. SEE SHEET EG501. TYPICAL.

2. 3/4" DIAMETER X 12' - 0" COPPER CLAD GROUND ROD AND

GROUNDING WELL. SEE SHEET EG501. TYPICAL.

3. #2/0 AWG COPPER BUILDING PERIMETER COUNTERPOISE

CONDUCTOR, TYPICAL. BURIAL DEPTH SHALL BE 36", MIN.

4. ASSURE ALL GROUNDING MEDIA IN OR ON THE BLEACHER

ENCLOSURE STRUCTURE IS INTERCONNECTED WITH THE LIGHTNING

PROTECTION SYSTEM TO PROVIDE COMMON GROUND POTENTIAL.

THE DOWN CONDUCTORS SHALL BE RUN DOWN THE COLUMN IN PVC

CONDUIT. TYPICAL.

5. BOND METAL BLEACHERS TO GROUNDING SYSTEM WITH #6 AWG

BARE COPPER CABLE TO PROVIDE COMMON GROUND POTENTIAL.

6. BOND BLEACHER RISERS TOGETHER WITH #6 AWG BARE COPPER.

7. RED AND WHITE LIGHTING SHALL BE SEPARATELY SWITCHED.

LABEL LIGHT SWITCHES PER USE "RED" AND "WHITE". PROVIDE

"WHITE" SWITCH WEATHERPROOF COVER WITH A LOCKING TAB. SEE

SHEET EL501.

8. 24" NICKEL TIPPED, COPPER CLAD AIR TERMINAL. SEE SHEET

EG501 FOR MOUNTING. MAIN LIGHTNING PROTECTION CABLE SIZED #

2/0 AWG MIN. TYPICAL.

1 CM

2 CM

3 CM

4 CM

A CM B CM

S-502

W 8X

W

8X

W 8X

W

8X

W 8X

W 8X

W10X26

W10X26

W10X26

W10X26

W10X26

W10X26

W10X26

W10X26

2'

6"

9' - 6"

24' - 0"

S-502

2'

6"

9' - 6"

S-502

S-502

S-502

2' - 6" 2' - 6"

ZS

x3 .2

5x

S2

-9

S2

-9

ZS

x3 .2

5x

ZS

x3 .2

5x

ZS

x3 .2

5x

ZS

x3 .2

5x

ZS

x3 .2

5x

ZS

x3 .2

5x

ZS

x3 .2

5x

S-201

T.

O

.S . 1

'-8

T.

O .S

. 1

'-8

T.

O

.S . 1

'-8

T.

O .S

. 1

'-8

S-502

S-502

1 CM

2 CM

3 CM

4 CM

A CM B CM

C.C.J.

C.C.J.

C .C

.J

F1 F1

F1 F1

F1 F1

F1 F1

HSS 7x7x1/2 HSS 7x 7x

1/2

HSS 7x7x1/2

HSS 7x7x1/2

HSS 7x 7x

1/2

HSS 7x7x1/2

HSS 7x 7x

1/2

HSS 7x 7x

1/2

S-301

1'

0" 1'

0"

1' - 0"

21' - 0"

19' - 0" 1' - 0"

S-302

S-301

S-301

S-301

100' - 0"

TOP

OF SLAB.

EL:

100' - 4"

TOP OF PIER

EL:

SLAB ON GRADE

SEE NOTES THIS

SHEET

(2) #4 BARS SEE

6/S-003

S-201

TOP OF PIER

100' - 4"EL:

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

S-101CM

C O

VE

R

ED

M

ES

S

F O U

N D

AT

IO

N A

N D

R O

O F

FR

AM

IN

G

P

LA

N

AU

TO

M

AT

ED

I N

FA

N

TR

Y

PL

AT

O O

N B

A T

TL

E C

O U

R

SE

FO

R

T C

AR

SO

N , C

O

LO

R

AD

O

PN

7 2

(F

Y 1 7)

O M

A H A

D

IS

T R

IC

T O

M

AH

A N

EB

R

AS

KA

D . F

R

EN

C H

D . F

R

EN

C H

W . B

O

EC

K

K.

C

H

AN

/2

7/

W

F-

-R

-0

F1

-9 7-

S- 1 0

1C M

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1/4" = 1'-0"S-101CM

1 COVERED MESS ROOF FRAMING

1/4" = 1'-0"S-101CM

2 COVERED MESS FOUNDATION

GENERAL FOUNDATION NOTES: FOUNDATION LEGEND: GENERAL FRAMING NOTES: FRAMING LEGEND:

1. REFER TO SHEETS S-001 THROUGH S-010 FOR GENERAL NOTES, TYPICAL

SCHEDULES AND TYPICAL DETAILS.

2. TOP OF SLAB-ON GRADE REFERENCE ELEVATION EQUALS 100'-0" UNLESS

NOTED OTHERWISE. SEE CIVIL DRAWINGS FOR MSL DATUM.

3. ALL SLABS-ON-GRADE SHALL BE 6" THICK REINFORCED WITH #4 @ 18" O.C.

E.W., U.N.O.

4. TOP OF FOOTING REFERENCE SHALL BE 97'-0" U.N.O.

5. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS.

6. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT

PADS AND WALL PENETRATIONS.

1. REFER TO SHEETS S-001 THROUGH S-010 FOR GENERAL NOTES,

TYPICAL CONNECTIONS SCHEDULES AND TYPICAL DETAILS.

2. REFER TO ARCHITECTURAL DRAWINGS FOR ADDTIONAL

DIMENSIONS.

3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

EQUIPMENT INFORMATION.

CONSTRUCTION OR CONTROL JOINT

(SEE DETAILS 1 AND 2 ON SHEET S-003)

MARK FOOTING SIZE FOOTING REINFORCING

COVERED MESS

SPREAD FOOTING SCHEDULE

F1 4'-6"x4'-6"x1'-0"

(5) #4 EACH WAY TOP MAT

(5) #4 EACH WAY BOTTOM MAT

1½" DEEP, 18 GAGE WIDE-RIB ROOF

DECK, GALVANIZED (SEE SHEET S-009)

PLAN NORTH

20' - 0"

COVERED MESS

TUBE STEEL COLUMN (TYP.),

SEE STRUCTURAL

EATING TABLE

2' - 0"

2' - 0"

2' - 0"

CONCRETE SLAB EDGE

ROOF OUTLINE

A-200CM

____________________________________________________A-200CM

A-200CM

B CMA CM

4 CM

3 CM

2 CM

1 CM

A-200CM

SERVING TABLE

SSMR ROOF

B CMA CM

4 CM

3 CM

2 CM

1 CM

/4

2' - 0"

A-520

4" / 1'-0" 4" / 1'-0"

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

GENERAL ROOF NOTES:

1. ALL DIMENSIONS ARE NOMINAL, UNLESS NOTED OTHERWISE.

2. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTIONS

TERMINALS.

3. DO NOT SCALE FROM DRAWINGS.

4. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.

5. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.

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

SMACNA GUIDELINES.

7. ALL FINISHES TO BE FACTORY PRE-FINISHED.

8. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE/FLASHING, CAULK,

GASKETS SEALANTS, AND/OR WEATHER STRIPPING AS REQUIRED.

9. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE CONTINUOUS

AIR BARRIER SYSTEM.

10. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

B CMA CM

4 CM

3 CM

2 CM

1 CM

11' - 0"8' - 8" 8' - 8"

AFFX'-X" CEILING HEIGHT

(ABOVE FINISH FLOOR)

CEILING LEGEND:

MTL. SOFFIT PANEL

SYMBOLS LEGEND

X MATERIAL COLOR/FINISH LOCATION SEE

SHEETS A-200XX

GENERAL NOTES:

1. SEE A-101XX FOR STRUCTURAL GRID DIMENSIONING.

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

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

4. DO NOT SCALE FROM DRAWINGS.

5. SEE CIVIL SITE PLAN FOR BUILDING LOCATION

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

PRECAST WALLS.

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

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

A-101CM

C O

V E

R E

D M

E S

S F

L O

O R

C

E

IL

IN

G

R O

O F

P L A

N

A U

T O

M A

T E

D I N

F A

N T

R Y

P L A

T O

O N

B A

T T

L E

C O

U R

S E

O M

A H

A D

IS

T

R

IC

T O

M A

H A

N

E B

R A

S K

A

A M

P

A M

P

B R

G

B R

G

/2

/2

W F

-1 -R

-0

F -9

-0

F O

R T

C A

R S

O N

C

O L O

R A

D O

P N

F

Y

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

1 FLOOR PLAN

GENERAL ELECTRICAL NOTES:

1. WEATHERPROOF RECEPTACLES @ 10'-0" O.C. (SEE PG 149, DESIGN GUIDE)

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

PLAN NORTH

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

2 ROOF PLAN

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

GENERAL ELEVATION NOTES:

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

2. SEE A-600 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.

F.F - CM

100' - 0"

B.O. SOFFIT - CM

108' - 8"

B CM A CM

MTL. FASCIA

SNOW GUARDS

MTL. ROOF PANEL

MTL. SOFFIT

PREFABRICATED

SS TABLES

CONT. RIDGE

A-200CM

12" 4"

T.O. RIDGE - CM

115' - 3"

F.F - CM

100' - 0"

B.O. SOFFIT - CM

108' - 8"

4 CM 3 CM 2 CM 1 CM

MTL. FASCIA

SNOW GUARDS

MTL. ROOF PANEL

MTL. SOFFIT

TUBE STEEL COLUMN

PREFABRICATED

SS TABLES

CONT. RIDGE

T.O. RIDGE - CM

115' - 3"

F.F - CM

100' - 0"

B.O. SOFFIT - CM

108' - 8"

B CMA CM

MTL. FASCIA

SNOW GUARDS

MTL. ROOF PANEL

MTL. SOFFIT

TUBE STEEL COLUMN

PREFABRICATED

SS TABLES

1 1/2" MTL. DECK

12" 4"

T.O. RIDGE - CM

115' - 3"

F.F - CM

100' - 0"

B.O. SOFFIT - CM

108' - 8"

4 CM 3 CM 2 CM 1 CM

MTL. FASCIA

MTL. ROOF PANEL

MTL. SOFFIT

TUBE STEEL COLUMN

PREFABRICATED

SS TABLES

1 1/2" MTL. DECK

T.O. RIDGE - CM

115' - 3"

EATING TABLE

SERVING TABLE

(1

S

H O

R T

T A

B L E

2' - 0"

/2

1 1/4"

12GA SST - NOTE 9

12 GA SST

STIFFENERS @ 48" OC

(WELD CONTINUOUS

TO POST AND

STIFFENERS)

CONT. WELD

2" DIAM. SST POST

EMBED POST IN

CONCRETE

1 SMOOTH FACE FAMILIAR BEIGE SHERWIN WILLIAMS SW6093

2 SPLIT FACE 8" x 16" FAMILIAR BEIGE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA 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 FOOTHILLS SHERWIN WILLIAMS SW7514

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

GENERAL SECTION NOTES:

1. DO NOT SCALE FROM DRAWINGS.

2. SEE CIVIL SITE PLAN FOR BUILDING LOCATION

3. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL WINDOW,

DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO MANUFACTURING

OR INSTALLING ANY SUCH ITEM.

4. ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL

VERIFY THE ACTUAL SIZE REQUIRED FOR EACH OPENING.

5. ALL JOINTS & PENETRATIONS TO RECEIVE FLASHING, CAULK, GASKETS,

SEALANTS, OR WEATHERSTRIPPING AS REQUIRED.

6. SEE STRUCTURAL DRAWINGS FOR BEARING HEIGHTS & FRAMING

INFORMATION.

7. ALL FASTENERS TO BE SELECTED FOR DURABILITY IN LOCAL CLIMATE.

8. SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR SLAB AND

FOUNDATION INFORMATION.

9. TABLES SHALL BE ROLL-FORMED FROM

CONTINUOUS TYPE 304 STAINLESS STEEL 12GA SHEET METAL.

STIFFENERS AND POST SHALL BE WELDED TO TOP OF COUNTER

PIECE AT FACTORY - GRIND SMOOTH W/ ROUNDED EDGES ALL EXPOSED

CORNERS AND EDGES.

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

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

A-200CM

B U

IL

D

IN

G

E L E

V A

T

IO

N S

S

E C

T

IO

N S

A U

T O

M A

T E

D I N

F A

N T

R Y

P L A

T O

O N

B A

T T

L E

C O

U R

S E

O M

A H

A D

IS

T

R

IC

T O

M A

H A

N

E B

R A

S K

A

A M

P

A M

P

B R

G

B R

G

/2

/2

W F

-1 -R

-0

F -9

-0

F O

R T

C A

R S

O N

C

O L O

R A

D O

P N

F

Y

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

1 NORTH ELEVATION

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

2 EAST ELEVATION

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

5 BUILDING SECTION

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

4 BUILDING SECTION

3/4" = 1'-0"A-200CM

3 TABLE DETAIL

B CMA CM

4 CM

3 CM

2 CM

1 CM

COVERED MESS

AB-6

AB-5

WP

G

WP

G

WP

G

WP

G

WP

G

WP

G

WP

G

WP

G

B CMA CM

4 CM

3 CM

2 CM

1 CM

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

E-101CM

C O

VE

R

ED

M

ES

S

PL

A N

S

AU

TO

M

AT

ED

IN

FA

N

TR

Y

PL

AT

O O

N B

A T

TL

E C

O U

R

SE

O M

A H A

D

IS

T R

IC

T O

M

AH

A, N

EB

R

AS

KA

B.

W

LA

SC

H

IN

B.

W

LA

SC

H

IN

S.

O

TT

S.

O

TT

/2

7/

W

F-

-R

-0

F1

-9 7-

FO

R

T C

AR

SO

N , C

O

LO

R

AD

O

PN

7 2

(F

Y 1 7)

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1/4" = 1'-0"E-101CM

1 COVERED MESS POWER PLAN

1/4" = 1'-0"E-101CM

2 COVERED MESS GROUNDING PLAN

GENERAL NOTES:

1. ALL UNDERGROUND CONDUCTOR BONDS SHALL BE EXOTHERMICALLY

WELDED.

2. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY A QUALIFIED

CONTRACTOR.

3. REFER TO SHEETS EL501 AND EL502 FOR LUMINAIRE SCHEDULE AND

LUMINAIRE DETAILS.

4. REFER TO SHEET EP602 FOR PANEL SCHEDULES.

5. PROVIDE STRUCTURAL MOUNTING WITH METAL BRACES THAT RIGIDLY

SUPPORT BOXES/FIXTURES.

6. NFPA 780, CLASS I MATERIALS SHALL BE PROVIDED FOR THE LIGHTNING

PROTECTION SYSTEM. MAIN CONDUCTOR: #2/0 AWG MIN.

8. EXPOSE CONDUIT WITH SURFACE MOUNTED DEVICES, OUTLETS, AND

PANELS WHENEVER POSSIBLE.

9. ASSURE EQUIPMENT, DEVICES, BOXES, CONDUIT BODIES, AND

HANDHOLE ENCLOSURES ARE ACCESSIBLE AND/OR READILY

ACCESSABLE AS REQUIRED BY NFPA 70.

10. CONNECT LIGHTNING PROTECTION SYSTEM TO SNOW RETENTION

DEVICES WHERE APPLICABLE.

11. REFER TO SHEET EG501 FOR LIGHTNING PROTECTION AND

GROUNDING DETAILS.

KEYED NOTES:

1. EXOTHERMICALLY WELDED CONNECTION. CONNECTIONS WITHIN

GROUND WELLS MUST BE BOLTED. SEE SHEET EG501. TYPICAL.

2. 3/4" DIAMETER X 12' - 0" COPPER CLAD GROUND ROD AND GROUNDING

WELL. SEE SHEET EG501. TYPICAL.

3. #2/0 AWG COPPER BUILDING PERIMETER COUNTERPOISE CONDUCTOR,

TYPICAL. BURIAL DEPTH SHALL BE 36", MIN.

4. ASSURE ALL GROUNDING MEDIA IN OR ON THE COVERED MESS

STRUCTURE IS INTERCONNECTED WITH THE LIGHTNING PROTECTION

SYSTEM TO PROVIDE COMMON GROUND POTENTIAL. THE DOWN

CONDUCTORS SHALL BE RUN DOWN THE COLUMN IN PVC CONDUIT.

TYPICAL.

5. BOND METAL TABLES AND BENCHES TO GROUNDING SYSTEM WITH #6

AWG BARE COPPER CABLE TO PROVIDE COMMON GROUND POTENTIAL.

TYPICAL

6. BOND DISCONTINUOUS TABLES AND BENCHES TOGETHER WITH #6 AWG

BARE COPPER. TYPICAL.

7. 24" NICKEL TIPPED, COPPER CLAD AIR TERMINAL. SEE SHEET EG501 FOR

MOUNTING. MAIN LIGHTNING PROTECTION CABLE SIZED #2/0 AWG MIN.

TYPICAL.

8. MOUNT RECEPTACLES UNDERNEATH TABLE TOP.

5 6

PLAN NORTH

CT 1

CT 2

CT A CT B

HSS 8x8x1/2

HSS 8x8x1/2

HSS 8x 8x

1/2

HSS 8x8x1/2

TOP OF PIER BR.

TYP.1

S-303

S-303

16' - 0" 4' - 6"

HSS4x4x3/16

CHEVERON BRACES

TYP. (4) SIDES

S-504

U P

M C

X3

M C

X3

100' - 6"

SLAB ON GRADE

SEE NOTES THIS

SHEET

S-2021

LI

G

H

TG

AG

E

TR

U

SS

(4

) E Q

U

AL

S

PA

C

ES

R

ID

G E

LI

N

E

CT 1

CT 2

CT A CT B

4' - 6"

16' - 0"

4' - 6"8' - 0" 8' - 0"

4'

6" 4'

6"

600S250-097 OUTRIGGERS

W

X2

W12X26

W

X2

W12X26

S-501

S-501

S-501

S-501

BETWEEN

TRUSSES

AT

TRUSS BRG.

S-2021

128' - 4 1/2"

128' - 4 1/2"

S-009

TYP.

HSS 4x6x3/16

BRACES SEE

S-203

HSS 4x6x3/16

BRACES SEE

S-203

HSS 4x6x3/16

BRACES SEE

S-203

HSS 4x6x3/16

BRACES SEE

S-203

T.O.S.

T.O.S.

CT 1

CT 2

CT A CT B

W

X2

W

X2

W12X26

W12X26

W10X12

W

X1

W10X12

W

X1

W

X1

W

X1

W12X26

W10X22

W10X22

W10X22

W

X1

W

X1

W

X1

W

X1

W

X1

16' - 0"4' - 1" 4' - 1"

4'

1"

M C

X3

M C

X3

L3X3X1/4

L3 X3X

1/4

M C

X3

M C

X3

U P

D N

S-501

S-501

S-501

HSS 4x4x3/16

BRACES SEE

9/S-501

HSS 4x4x3/16

BRACES SEE

9/S-501

S-501

S-501

S-501

S-504

S-504

HSS4x4x3/16

CHEVERON BRACES

TYP. (4) SIDES

S-202

TOS EL: 108'-10"

TO

S

EL

: 1

'-1

0"

TO

S

EL

: 1

'-1

0"

S-2021

CT 1

CT 2

CT A CT B

W12X26

W

X2

W12X26

W

X2

W10X22

W10X22

W10X22

W

X1

W

X1

W

X1

W

X1

W10X12

W

X1

W12X26

W

X1

W

X1

W

X1

16' - 0"4' - 1"

4'

1"

D N

HSS 4x4x3/16

BRACES SEE

9/S-501 HSS 4x4x3/16

BRACES SEE

9/S-501

S-501

S-501

S-501

S-501

S-501

S-501

S-501

S-2021

S-2032

S-203

TOS EL: 117'-10"

TOS EL: 117'-10"

TO

S

EL

: 1

'-1

0" TO

S

EL

: 1

'-1

0"

Sim. HSS 4x6x3/16

BRACES SEE

S-203

HSS 4x6x3/16

BRACES SEE

S-203

HSS 4x6x3/16

BRACES SEE

S-203

CT DRILLED PIER SCHEDULE

DIAMETER

(INCHES)

PIER LENGTH

(FEET)

VERTICAL

REINFORCING

HORIZONTAL

CLOSED TIES

32 30'-0" (11) #8 #3 @12" O.C.

US Army Corps of Engineers ® Omaha District

SHEET ID

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1/4" = 1'-0"S-101CT

1 CONTROL TOWER FOUNDATION

1/4" = 1'-0"S-101CT

2 CONTROL TOWER ROOF FRAMING

1/4" = 1'-0"S-101CT

CONTROL TOWER OBSERVATION LEVEL

FRAMING PLAN

1/4" = 1'-0"S-101CT

4 CONTROL TOWER FLOOR FRAMING PLAN

GENERAL FOUNDATION NOTES:

FOUNDATION LEGEND:

GENERAL FRAMING NOTES:

FRAMING LEGEND:

1. REFER TO SHEETS S-001 THROUGH S-010 FOR GENERAL NOTES, TYPICAL

SCHEDULES AND TYPICAL DETAILS.

2. TOP OF DRILLED PIER REFERENCE ELEVATION EQUALS 100'-6" U.N.O.

3. ALL SLABS-ON-GRADE SHALL BE 4" THICK REINFORCED WITH #4 @ 18" O.C.

E.W., U.N.O.

4. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS.

5. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT

PADS AND WALL PENETRATIONS.

6. REFER TO SHEET S-202 FOR CONTROL TOWER FRAME ELEVATION.

1. REFER TO SHEETS S-001 THROUGH S-010 FOR GENERAL NOTES,

TYPICAL CONNECTIONS SCHEDULES AND TYPICAL DETAILS.

2. REFER TO ARCHITECTURAL DRAWINGS FOR ADDTIONAL

DIMENSIONS.

3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

EQUIPMENT INFORMATION.

4. REFER TO SHEET S-202 AND S-203 FOR CONTROL TOWER

FRAME ELEVATION.

5. REFER TO DETAIL 5 ON SHEET S-008 FOR LIGHT GAUGE

TRUSS LOAD DIAGRAM.

6. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TEMPORARY

AND PERMANENT REQUIRED BRACING.

DRILLED PIER, SEE SCHEDULE ON THIS SHEET.

1½" DEEP, 18 GAGE WIDE-RIB ROOF

DECK, GALVANIZED (SEE SHEET S-009)

4" TOTAL DEPTH CONCRETE SLAB WITH #5

AT 18" O.C. OVER 1.0C20 GALVANIZED FORM

DECK (SEE SHEET S-009). TOP OF SLAB

ELEVATION = 118'-2". DO NOT INVERT DECK.

2" DEEP GALVANIZED BAR GRATE w/ 3/16"

BEARING BARS AT 1 3/16" O.C. & TRANSVERSE

BARS AT 4" O.C. TOP OF GRATING ELEVATION

= 109'-0" AND 118'-2".

PLAN NORTH

289 SF

PAD

CT 1

CT 2

CT A CT B

OBSERVATION

CT 1

CT 2

CT A CT B

252 SF

CONTROL ROOM

/2

17' - 0"

A-200CT

A-200CT

A-200CT

A-200CT

A-300CT

A-300CT

D

D

B B B B

D

D

CT 1

CT 2

CT A CT B

WARNING LIGHT

POLE (TYP.)

WARNING LIGHT

POLE (TYP.)

BUILT-IN COUNTER

15' - 6 3/4"

4' - 2" 11' - 4 3/4"

1' - 1 3/8" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 1' - 1 3/8"

SS WINDOW

STOOL (TYP.)

FEH

GENERAL NOTES:

1. SEE A-101XX FOR STRUCTURAL GRID DIMENSIONING.

2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL OCCUR AT THE CENTER

LINE OF THE DOOR PANEL IN THE CLOSED POSITION UNLESS NOTED OTHERWISE.

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

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

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

6. SEE A-410 FOR WALL TYPE DETAILS

7. DO NOT SCALE FROM DRAWINGS.

8. SEE CIVIL SITE PLAN FOR BUILDING LOCATION

9. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL WINDOW, DOOR, LOUVER, AND

OTHER OPENINGS PRIOR TO MANUFACTURING OR INSTALLING ANY SUCH ITEM.

ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE

REQUIRED FOR EACH OPENING.

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

PRECAST WALLS.

CT 1

CT 2

CT A CT B

A-521

2" / 1'-0" 2" / 1'-0"

GENERAL ROOF NOTES:

1. ALL DIMENSIONS ARE NOMINAL, UNLESS NOTED OTHERWISE.

2. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTIONS

TERMINALS.

3. DO NOT SCALE FROM DRAWINGS.

4. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.

5. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.

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

SMACNA GUIDELINES.

7. ALL FINISHES TO BE FACTORY PRE-FINISHED.

8. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE/FLASHING, CAULK,

GASKETS SEALANTS, AND/OR WEATHER STRIPPING AS REQUIRED.

9. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE CONTINUOUS

AIR BARRIER SYSTEM.

10. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

CT 1

CT 2

CT A CT B

252 SF

CONTROL ROOM

27' - 5"

27' - 2"

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

GWB CEILING

AFFX'-X" CEILING HEIGHT

(ABOVE FINISH FLOOR)

CEILING LEGEND:

PENDANT FIXTURE

MTL. SOFFIT PANEL

ELECTRIC A/C

EXHAUST GRILL

RECESSED FIXTURE

X WALL TYPE SEE SHEETS A-410

SYMBOLS LEGEND

X WINDOW TYPE SEE SHEETS A-600

X MATERIAL COLOR/FINISH LOCATION SEE

SHEETS A-200XX

CJ GWB CONTROL JOINT IN INTERIOR WALLS

FEC FIRE EXTINGUISHER CABINET SEE DETAILS A-581

US Army Corps of Engineers ® Omaha District

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

1 FLOOR PLAN - FIRST FLOOR

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

3 FLOOR PLAN - SECOND FLOOR

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

4 FLOOR PLAN - THIRD FLOOR

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PLAN NORTH

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

2 ROOF PLAN

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

5 REFLECTED CEILING PLAN

F.F - CT

2ND FLOOR - CT

109' - 0"

3RD FLOOR - CT

118' - 2"

B.O. SOFFIT - CT

127' - 6"

CT ACT B

RIDGE CAP

SSMR

WARNING LIGHT

POLE (TYP.)

(SEE ELEC)

GUARDRAIL

4" TOEBOARD

(TYP.)

STEEL STAIR

CONCRETE SLAB

12" 2"

T.O. RIDGE - CT

130' - 10"

INSUL. MTL. WALL

PANEL

WARNING LIGHT

POLE (TYP.)

ATTACHMENT

(SEE STRUCT)

T Y

P

A-581

RED & WHITE LIGHT

4' - 3 1/2"

4' - 3 1/2"

(TYP.)

3' - 0"

F.F - CT

100' - 0"

2ND FLOOR - CT

109' - 0"

3RD FLOOR - CT

118' - 2"

B.O. SOFFIT - CT

127' - 6"

CT A CT B

RIDGE CAP

SSMR

GUARDRAIL

GUARDRAIL

MTL. GRATE

STEEL STAIR

CONCRETE SLAB

12" 2"

T.O. RIDGE - CT

130' - 10"

4" TOEBOARD

(TYP.)

RED & WHITE

LIGHTS (TYP.)

4' - 3 1/2"

4' - 3 1/2"

F.F - CT

100' - 0"

2ND FLOOR - CT

109' - 0"

3RD FLOOR - CT

118' - 2"

B.O. SOFFIT - CT

127' - 6"

CT 1CT 2

RIDGE CAP

SSMR

INSUL. MTL.

WALL PANEL

GUARDRAIL

4" TOEBOARD

(TYP.)

STEEL STAIR

CONCRETE SLAB

T.O. RIDGE - CT

130' - 10"

A-581

4' - 5"

4' - 2 1/2"

F.F - CT

100' - 0"

2ND FLOOR - CT

109' - 0"

3RD FLOOR - CT

118' - 2"

B.O. SOFFIT - CT

127' - 6"

CT 1 CT 2

RIDGE CAP

SSMR

INSUL. MTL.

WALL PANEL

GUARDRAIL

4" TOEBOARD

(TYP.)

STEEL STAIR

CONCRETE SLAB

T.O. RIDGE - CT

130' - 10"

T Y

P

HVAC UNIT

(SEE MECH.)

4' - 5"

4' - 2 1/2"

GENERAL ELEVATION NOTES:

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

2. SEE A-600 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 SMOOTH FACE FAMILIAR BEIGE SHERWIN WILLIAMS SW6093

2 SPLIT FACE 8" x 16" FAMILIAR BEIGE GENERAL SHALE

3 SSMR/SOFFIT/FASCIA 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 FOOTHILLS SHERWIN WILLIAMS SW7514

MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:

COLOR FINISH LEGEND

US Army Corps of Engineers ® Omaha District

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

1 NORTH ELEVATION

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

2 SOUTH ELEVATION

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

3 EAST ELEVATION

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

4 WEST ELEVATION 4' 8'0 2'

F.F - CT

2ND FLOOR - CT

109' - 0"

3RD FLOOR - CT

118' - 2"

B.O. SOFFIT - CT

127' - 6"

CT 1CT 2

A-400CT

SSMR ROOF

GUARDRAIL

RIDGE CAP

METAL FASCIA

CONCRETE SLAB

METAL SOFFIT

INSULATED METAL

WALL PANEL

STEEL STAIR

HOLLOW TUBE

STEEL COLUMN

- SEE STRUCTURAL

A-580

INSULATED METAL

SOFFIT PANEL

F.F - CT

100' - 0"

2ND FLOOR - CT

109' - 0"

3RD FLOOR - CT

118' - 2"

B.O. SOFFIT - CT

127' - 6"

CT A CT B

A-400CT

T.O. RIDGE - CT

130' - 10"

GENERAL NOTES:

1. DO NOT SCALE FROM DRAWINGS.

2. SEE CIVIL SITE PLAN FOR BUILDING LOCATION

3. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL WINDOW, DOOR, LOUVER, AND

OTHER OPENINGS PRIOR TO MANUFACTURING OR INSTALLING ANY SUCH ITEM.

ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE

REQUIRED FOR EACH OPENING.

4. ALL JOINTS & PENETRATIONS TO RECEIVE FLASHING, CAULK, GASKETS, SEALANTS,

OR WEATHERSTRIPPING AS REQUIRED.

5. SEE STRUCTURAL DRAWINGS FOR BEARING HEIGHTS & FRAMING

INFORMATION.

6. ALL FASTENERS TO BE SELECTED FOR DURABILITY IN LOCAL CLIMATE.

7. SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR SLAB AND

FOUNDATION INFORMATION.

8. ALL WINDOWS & DOORS SHALL BE THERMALLY INSULATED UNITS.

9. ALL INSULATION & VAPOR BARRIERS TO BE INSULATED PER. MFGR INSTRUCTIONS.

ENSURE A TIGHT BUILDING ENVELOPE.

US Army Corps of Engineers ® Omaha District

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

1 BUILDING SECTION

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

3RD FLOOR - CT

118' - 2"

CT 1

SSMR

METAL DECKING

METAL FRAMING

METAL TRUSS

SEE STRUCTURAL

PRE-FINISHED METAL SOFFIT

PRE-FINISHED METAL FASCIA

CEILING AS INDICATED PER ROOM

FINISH SCHEDULE

2" INSUL. MTL.

WALL PANEL

BEAM, SEE STRUCTURAL

RIGID INSULATION

STEEL GALVANIZED

GUARD RAIL (BEYOND)

STEEL GALVANIZED

GRATING

A-522

A-501

OPP.

R-12 BATT INSULATION

3RD FLOOR - CT

118' - 2"

B.O. SOFFIT - CT

127' - 6"

CT B

STEEL COLUMN

- SEE STRUCTURAL

STEEL BEAM

-SEE STRUCTURAL

CONCRETE ON

METAL DECKING

-SEE STRUCTURAL

SSMR

METAL DECKING

METAL FRAMING

METAL TRUSS

SEE STRUCTURAL

PRE-FINISHED METAL SOFFIT

PRE-FINISHED METAL FASCIA

CEILING AS INDICATED PER ROOM

FINISH SCHEDULE

2" INSUL. MTL.

WALL PANEL (TYP.)

BEAM, SEE STRUCTURAL

RIGID INSULATION

SNOW GUARD

A-523

INTERIOR MTL.

WALL PANEL (TYP)

R-12 BATT INSULATION (TYP.)

ALUM. WINDOW (TYP.)

R-18 BATT

INSULATION (TYP.)

2" EXTERIOR INSULATED

METAL PANEL (TYP.)

US Army Corps of Engineers ® Omaha District

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A-400CT

W A

L L S

E C

T

IO

N S

A U

T O

M A

T E

D I N

F A

N T

R Y

P L A

T O

O N

B A

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C O

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A H

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IS

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T O

M A

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A

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A M

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B R

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F -9

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1" = 1'-0"A-400CT

1 WALL SECTION 1 - CT

1" = 1'-0"A-400CT

2 WALL SECTION 2 - CT 0 1' 2'

CONTROL ROOM

CH4

MWC1

MWC1

FURNITURE LEGEND

CH - CHAIRS:

CH1 ERGONOMIC TASK CHAIR

CH2 SIDE CHAIR

CH3 FOLDING CHAIR

CH4 INSTRUCTOR STOOL

D - DESKS:

D1 L-SHAPED DESK

FT - TABLES:

FT1 FOLDING TABLES

M - MISCELLANEOUS ITEMS:

MLE1 LECTERN

MSS1 OPEN INDUSTRIAL SHELVING

MWB1 WORKBENCH

MWC1 WASTEBASKET, SMALL

MWC2 WASTEBASKET, TALL

SC - STORAGE CABINETS:

SC1 METAL STORAGE/WARDROBE CABINET

SC2 LARGE METAL STORAGE CABINET

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

AR

M

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O R

PS

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F

EN

G

IN

EE

R

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D R

A W N

B Y:

D

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IG

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B

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SU

B M

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D B

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ZE

C H

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D B

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N

AM

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IS

SU

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C O

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AC

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IT

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BE

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1 2 3 4 5

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I-101CT

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IT

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PL

AN

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7 2

(F

Y 1 7)

1/4" = 1'-0"I-101CT

1 CONTROL TOWER FURNITURE PLAN

M

AR

K D

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CONTROL ROOM

T

MS-5

MU-5

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

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D R

A W N

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1 2 3 4 5

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M-103CT

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C O

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1/4" = 1'-0"M-103CT

1 RANGE CONTROL ROOM 105 HVAC PLAN

SPLIT SYSTEM HEAT PUMP OUTDOOR

UNIT MU-5. MOUNT ON

MANUFACTURER'S STANDARD

EQUIPMENT PAD.

PROGRAMMABLE

THERMOSTAT FOR MS-5

TO BE MOUNTED 5 FT

A.F.F ON INSULATED PAD

SPLIT SYSTEM HEAT PUMP INDOOR

UNIT MS-5 TO BE MOUNTED ON WALL

7 FT A.F.F. PROVIDE CONDENSATE

DRAIN PUMP IF NOT PROVIDED WITH

EQUIPMENT. ROUTE CONDENSATE

DRAIN DOWN TO GRADE AND

TERMINATE ON SPLASH BLOCK.

DRAIN PIPING SHALL BE SECURED TO

BUILDING STRUCTURE AT INTERVALS

NOT TO EXCEED 5 FEET WITH

PROTECTIVE COVER. DO NOT

DISCHARGE CONDENSATE DRAIN

ONTO WALKWAYS OR ROUTE PIPING

ACROSS WALKWAYS.

MDP

CT-1

Panel CT

CT-2

CONTROL ROOM

CT-12

COMM

CABINET

,14

CT-4,6

CT-3,5

MS-5

MU-5

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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R

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D R

A W N

B Y:

D

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IG

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ED

B

Y:

SU

B M

IT

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D B

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SI

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C H

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D B

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N

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IS

SU

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AT

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C O

N

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AC

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N O

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C

IT

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N N

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1 2 3 4 5

D

C

B

A

E-101CT

C O

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TO

W

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P

L A N

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AU

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M

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A, N

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SC

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W

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SC

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W

F-

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F1

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7 2

(F

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M

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1/4" = 1'-0"E-101CT

1 CONTROL TOWER POWER PLAN - 1ST FLOOR

1/4" = 1'-0"E-101CT

2 CONTROL TOWER POWER PLAN - 3RD FLOOR

1/4" = 1'-0"E-101CT

3 CONTROL TOWER GROUNDING PLAN

GENERAL NOTES:

1. ALL UNDERGROUND CONDUCTOR BONDS SHALL BE EXOTHERMICALLY

WELDED.

2. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY A QUALIFIED

CONTRACTOR.

3. REFER TO SHEETS EL501 AND EL502 FOR LUMINAIRE SCHEDULE AND

LUMINAIRE DETAILS.

4. REFER TO SHEET EP602 FOR PANEL SCHEDULES.

5. PROVIDE STRUCTURAL MOUNTING WITH METAL BRACES THAT RIGIDLY

SUPPORT BOXES/FIXTURES.

6. NFPA 780, CLASS II MATERIALS SHALL BE PROVIDED FOR THE

LIGHTNING PROTECTION SYSTEM. MAIN CONDUCTOR: #2/0 AWG MIN.

7. EXPOSE CONDUIT WITH SURFACE MOUNTED DEVICES, OUTLETS, AND

PANELS WHENEVER POSSIBLE.

8. ASSURE EQUIPMENT, DEVICES, BOXES, CONDUIT BODIES, AND

HANDHOLE ENCLOSURES ARE ACCESSIBLE AND/OR READILY

ACCESSABLE AS REQUIRED BY NFPA 70.

9. CONNECT LIGHTNING PROTECTION SYSTEM TO SNOW RETENTION

DEVICES WHEN APPLICABLE.

10. REFER TO SHEET EG501 FOR LIGHTNING PROTECTION AND

GROUNDING DETAILS.

KEYED NOTES:

1. EXOTHERMICALLY WELDED CONNECTION. CONNECTIONS WITHIN

GROUND WELLS MUST BE BOLTED. TYPICAL.

2. 3/4" DIAMETER X 12' - 0" COPPER CLAD GROUND ROD AND GROUNDING

WELL. SEE SHEET EG501. TYPICAL.

3. #2/0 AWG COPPER BUILDING PERIMETER COUNTERPOISE CONDUCTOR,

TYPICAL. BURIAL DEPTH SHALL BE…