FCCI_ADVERTISEMENT_VOL._4.PDF

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SHEET ID

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...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\INDEX 4

®of Engineers

US Army Corps

U .S

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SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

M - 2 0 1

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

R

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M

D

P

F

Q

I

A

S

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B

V

H

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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

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

INDEX

O M

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A P

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B E

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A R

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N

C O

L O

R A

D O

F O

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A R

S O

N

C O

L O

R A

D O

L .B .C

G-002

L .B .C

L .B .C

L .B .C

L .B .C

G-002

L .B .C

L .B .C

L .B .C

A N

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N S I

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IC

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A

IN

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IT

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Q U

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A

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N A

N C

E F

A C

IL

IT

IE

S /2

/2

F -4

-0

/2

/2

F -4

-0

F C

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-0

D .d g n

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-0

D .d g n

IN

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IN

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W F -1

-R -0

W F -1

-R -0

C .J

S-301

S-301

S-301

S-301

S-301

SEE 3/ S-501

FOR WALL

BARACING

X- BRACING

PER- PEMB

(TYP.)

F.F.=100'-0"

6" CONCRETE SLAB

ON GRADE REINF.

w/# 4 @ 12" O.C.

C.J.

C .J

S-301

X- BRACING

PER-PEMB

E

G

C .J

C .J

C .J

C .J

C .J

C .J

X-BRACING

PER-PEMB

(TYP.)

8 10 12

F

15' - 10 1/2"18' - 10 1/2"16' - 4 1/2" 16' - 4 1/2" 19' - 0" 26' - 0" 22' - 0"

32' - 9" 19' - 0" 26' - 0" 22' - 0" 34' - 9"

C .J

C .J

S-301

134' - 6"

C.J.

F2 F1 F1 F1

F1

F2

F2 F1 F1 F1 F1 F2

F3 F3

F3 F3

CONC. STOOP

SEE 6/S-302

(TYP.)

CONC. STOOP

SEE 6/S-301

(TYP.)

CONC. STOOP

SEE 6/S-302

(TYP.)

OVERHEAD DOOR

PER-PEMB

CONC. STOOP

(TYP.)

CONC. STOOP

SEE 6/S-302

(TYP.)

OVERHEAD DOOR

PER-PEMB

S-301

STEEL COLUMN

BY PEMB SUPPLIER

MOMENT FRAME

BY PEMB SUPPLIER

MOMENT FRAME

BY PEMB SUPPLIER

STEEL COLUMN

BY PEMB SUPPLIER

STEEL COLUMN

BY PEMB SUPPLIER

S-301

S-301

S-301

SEE 3/ S-501

FOR WALL

BARACING

S-501

SEE 3/ S-501

FOR WALL

BRACING

S-501

C.J.

C.J.C.J.

C.J.C.J.

C.J.

ROOF X-BRACE

PER-PEMB

E

G

1396 8 10 12

F

1 1/2"x20 GA. "B"

DECK (TYP.)

:1

:1

:1

16' - 4 1/2" 16' - 4 1/2" 19' - 0" 26' - 0" 22' - 0" 18' - 10 1/2" 15' - 10 1/2"

134' - 6"

PEMB PURLIN

MOMENT FRAME

PER PEMB

15' - 5"

18' - 8 1/8"

FOR EAVE ELE.

SEE PLAN

US Army Corps of Engineers ®

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S-101UV

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N .A

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PLAN NORTH

1/8" = 1'-0"S-101UV

1 FOUNDATION PLAN-UV

FOUNDATION NOTES:

1. SEE S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.

2. SEE S-002, S-301 AND S-302 FOR FOOTING AND SCHEDULE DETAILS.

3. SOIL FOR FOUNDATION AND SLABS ON GRADE SHALL BE PREPARED PER THE SPEC. 31 00 00.

SEE S-001 FOR FURTHER INFORMATION.

4. TOP OF FINISHED FLOOR SLAB ON GRADE ELEVATION SHALL BE 100'-00" UNO. SEE CIVIL FOR

EXACT ELEVATIONS.

5. COORDINATE UNDERGROUND UTILITY WITH CIVIL. PLUMBING AND FIRE PROTECTION DRAWINGS

PRIOR TO CONSTRUCTION OF FOOTING AND SLAB ON GRADE.

6. STRUCTURAL STOOPS SHALL BE CENTERED AT EXTERIOR DOORS. CONTRACTOR SHALL

COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS.

7. ALL FOOTING SHALL BE CENTERED UNDER PIERS, COLUMNS, AND WALLS, UNO.

8. PROVIDE ADDITIONAL REINFORCEMENT AT BOLLARDS THAT PENETRATE THE SLAB ON GRADE.

SEE "TYP. CONCRETE PENETRATION" ON SHEET S-501

9. SEE ARCH. DRAWING FOR BOLLARD LOCATION.

1/8" = 1'-0"S-101UV

2 ROOF FRAMING PLAN-UV

8'0 4' 16'

UAV

MAINTENANCE

BLDG.

A-201UV

A-202UV

A-201UV

A-202UV

A-202UV

45' - 0" 45' - 0" 45' - 0"

6'

0"

135' - 0"

20' - 0" 22' - 0" 23' - 0" 22' - 0" 26' - 0" 19' - 0" 3' - 0"

103B 103A

UAV

MAINTENANCE

BLDG.

UAV

MAINTENANCE

BLDG.

44' - 7" 45' - 0" 44' - 11"

6 7 8 9 10 11 12 13

E

F

G

16' - 4 1/2" 16' - 4 1/2" 19' - 0" 26' - 0" 22' - 0" 18' - 10 1/2" 15' - 10 1/2"

/4

/4

6'

0"

103C

102C

101C

101A101B 102B 102A

1 1

2' - 2 3/8" 3' - 1 5/8"

GENERAL NOTES:

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

2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENING SHALL

OCCUR AT THE CENTER LINE OF THE DOOR PANEL IN THE CLOSED

POSITION U.N.O.

3. ROOM FINISH SCHEDULES MAY BE FOUND ON A-601 SHEETS.

4. DOOR SCHEDULES MAY BE FOUND ON A-601 SHEETS.

5. SEE A-320 FOR WALL TYPE DETAILS.

6. DO NOT SCALE FROM DRAWINGS.

7. SEE CIVIL SITE PLAN FOR BUILDING LOCATION.

8. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL

WINDOW, DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO

MANUFACTURING OR INSTALLING ANY SUCH ITEM. ALL OPENING

SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE

REQUIRED FOR EACH OPENING BEFORE INSTALLING.

US Army Corps of Engineers ®

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1/8" = 1'-0"A-101UV

1 FIRST FLOOR PLAN

PLAN NORTH0 10' 20' 40'

FIRST FLOOR (101): 1,800 SF

FIRST FLOOR (102): 1,800 SF

FIRST FLOOR (103): 1,800 SF

TOTAL GROSS: 5,400 SF

GROSS ALLOWABLE MAX.: 5,400 SF

M

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OS

OS

OS

OS

OS

CO CO CO

SD SMOKE DETECTOR (REFER TO FA DWGS)

EXIT SIGN LOCATION (REFER TO FA DWGS)

2' x 4' DOWNLIGHT

1' X 8' PENDANT

GAS UNIT (SEE MECH.)

CEILING LEGEND

2 HR - FIRE RATED

GENERAL ROOF PLAN NOTES:

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

STUDS, AND FACE OF PRECAST WALLS.

2. ALL DIMENSIONS ARE NOMINAL, U.N.O.

3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING

PROTECTION TERMINALS.

4. DO NOT SCALE FROM DRAWINGS.

5. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.

6. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM

LOCATIONS.

7. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED

IN ACCORDANCE SMACNA GUIDELINES.

8. ALL FINISHES TO BE FACTORY PRE-FINISHED.

9. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE,

FLASHING, CAULK, & GASKETS.

10. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED

INTO THE CONTINUOUS AIR BARRIER SYSTEM.

11. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

12. PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUTS.

6 7 8 9 10 11 12 13

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UAV

MAINTENANCE

BLDG.

UAV

MAINTENANCE

BLDG.

UAV

MAINTENANCE

BLDG.

1"

1' -0

6 7 8 9 10 11 12 13

E

F

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US Army Corps of Engineers ®

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1/8" = 1'-0"A-120UV

1 CEILING PLAN

1/8" = 1'-0"A-120UV

2 ROOF PLAN PLAN NORTH0 10' 20' 40'

_KEYNOTE LEGEND

Key Value Keynote Text

1 EXTERIOR LIGHT FIXTURE (TYP) SEE ELEC.

2 MTL. DOWNSPOUT (TYP.) - COLOR: FS34115

3 SSMR (TYP.) - COLOR: FS34115

T.O.L. EAVE - UV

116' - 0"

F.F. - UV

100' - 0"

2 5

678910111213

T.O.L. EAVE - UV

116' - 0"

F.F. - UV

100' - 0"

6 7 8 9 10 11 12 13

GENERAL ELEVATION NOTES:

1.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR

NUMBERS NOT SHOWN ON THE ELEVATIONS.

2.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF

OTHER ROOF ELEMENTS.

3.SEE A-101XX FOR STRUCTURAL GRID DIMENSIONS

*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO

THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,

AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.

US Army Corps of Engineers ®

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A-201UV

BU

IL

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A H A, N E

6 8

A.

P

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B.

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/2

5/

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F-

-R

-0

F2

-4 0-

A.

P

AR

KE

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0 10' 20' 40'

_KEYNOTE LEGEND

Key Value Keynote Text

1 SSMR (TYP.) - COLOR: FS34115

2 3" MTL. INSUL. WALL PANEL (TYP.) - COLOR: FS10260

3 STEEL DOOR/FRAME (TYP.) - COLOR: FS10059

4 OVERHEAD COILING DOOR (TYP.) - COLOR: FS10059

5 MTL. DOWNSPOUT (TYP.) - COLOR: FS34115

6 MTL. GUTTER (TYP.) - COLOR: FS34115

M

AR

K D

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C

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IP

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T.O.L. EAVE - UV

F.F. - UV

100' - 0"

EFG

1" / 1'-0"

T.O.L. EAVE - UV

116' - 0"

F.F. - UV

100' - 0"

E F G

1" / 1'-0"

F.F. - UV

100' - 0"

G

A-501

A-510

T.O.L. EAVE - UV

116' - 0"

F.F. - UV

100' - 0"

A-202UV

E F G

UAV

MAINTENANCE

BLDG.

1" / 1'-0"

GENERAL SECTION NOTES:

1.DO NOT SCALE FROM DRAWINGS.

2.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.

3.ALL JOINTS & PENETRATIONS TO RECEIVE FLASHING, CAULK,

GASKETS, SEALANTS, OR WEATHERSTRIPPING AS REQUIRED.

4.SEE STRUCTURAL DRAWINGS FOR BEARING HEIGHTS &

FRAMING INFORMATION.

5.ALL FASTENERS TO BE SELECTED FOR DURABILITY IN LOCAL

CLIMATE.

6.SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR SLAB

AND FOUNDATION INFORMATION.

*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO

THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,

AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.

US Army Corps of Engineers ®

SHEET ID

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A H A, N E

6 8

D es ig ne r

Au th or

C he ck er

/2

5/

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1/8" = 1'-0"A-202UV

1 EAST ELEVATION - UV

1/8" = 1'-0"A-202UV

2 WEST ELEVATION - UV

1/2" = 1'-0"A-202UV

3 WALL SECTION (TYPICAL)

1/8" = 1'-0"A-202UV

4 BUILDING SECTION

_KEYNOTE LEGEND

Key Value Keynote Text

1 SSMR (TYP.) - COLOR: FS34115

2 3" MTL. INSUL. WALL PANEL (TYP.) - COLOR: FS10260

3 OVERHEAD COILING DOOR (TYP.) - COLOR: FS10059

4 MTL. DOWNSPOUT (TYP.) - COLOR: FS34115

5 LIGHTNING PROTECTION (TYP.) SEE ELEC.

BLDG.

"S-1"/6

(0'/53.4')

(0'/62.2')

6 7 8 9 10 11 12 13

E

F

G

UAV

MAINTENANCE

BLDG.

UAV

MAINTENANCE

BLDG.

"S-1"/6"S-1"/6

2 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

(0'/37.6')

(0'/61.6') (0'/39.7')

(0'/35.3')

LEGEND

"X"/XX

(X'/XX')

OCCUPANCY ("X") AND

NUMBER OF OCCUPANTS (XX)

TRAVEL PATH AND DISTANCE

(X'=COMMON PATH / XX' IS TOTAL DISTANCE

2 HOUR FIRE RATED WALL

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

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O R

PS

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D R

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D

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Y:

SU

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IT

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ZE

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'D

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IS

SU

E D

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C O

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AC

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FI

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BE

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1 2 3 4 5

D

C

B

A

F-101UV

U

AV

M

AI

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AN

C E

FA

C

IL

IT

Y L I

FE

S

A F

ET

Y

PL

AN

FO

R

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AR

SO

N , C

O

LO

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AD

O

TA

C T I

C

AL

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U

IP

M

EN

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AN

C

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FA

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IT

IE

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SU

PP

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FA

C

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IT

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O M

A H A

D

IS

T R

IC

T

C

AP

IT

O L

AV

E

O M

A H A, N E

6 8

B.

E

R

BS

TO

ES

SE

R

B.

E

R

BS

TO

ES

SE

R

M

IC

H

AE

L T.

S M

IT

H

, P E

/2

5/

W

F-

-R

-0

F2

-4 0-

M

IC

H

AE

L

T.

S

M

IT

H , P

E

1/8" = 1'-0"F-101UV

1 LIFE SAFETY PLAN

PLAN NORTH0 10' 20' 40'

M

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GENERAL NOTES:

1. FIRE EXTINGUISHERS NOT PROVIDED

SINCE BUILDING IS PROVIDED WITH

A FIRE SPRINKLER SYSTEM.

BLDG.

FX101UV

FX101UV

LEGEND

.4 GPM OVER ENTIRE FLOOR

AREA AND 500 GPM HOSE

ALLOWANCE

6 7 8 9 10 11 12 13

E

F

G

UAV

MAINTENANCE

BLDG.

UAV

MAINTENANCE

BLDG.

FX101UV

FX101UV

FORWARD FLOW

TEST CONNECTION

FIRE DEPARTMENT

CONNECTION WITH

CHECK VALVE

TO RISER

CONTROL

VALVE

US Army Corps of Engineers ®

SHEET ID

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M

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FX101UV

U

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R E

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S I O

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SU

PP

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O M

A H A

D

IS

T R

IC

T

C

AP

IT

O L

AV

E

O M

A H A, N E

6 8

B.

ER

BS

TO

ES

SE

R

B.

E

R

BS

TO

ES

SE

R

M

IC

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AE

L T.

S M

IT

H

, P .E

/2

5/

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F-

-R

-0

F2

-4 0-

M

IC

H

AE

L

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S

M

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H , P

.E

1/8" = 1'-0"FX101UV

1 FIRE SUPPRESSION PLAN

PLAN NORTH0 10' 20' 40'

1/8" = 1'-0"FX101UV

2 FIRE RISER - PLAN EAST

1/8" = 1'-0"FX101UV

3 FIRE RISER - PLAN SOUTH

8" WATER SERVICE

FOR FIRE SPRINKLER

SYSTEM. REFER TO

CIVIL PLANS

FORWARD FLOW

TEST CONNECTION

FIRE DEPARTMENT

CONNECTION

CONTROL VALVE

DOUBLE CHECK

VALVE ASSEMBLY

CHECK VALVE

FIRE PROTECTION NOTES

1. PROVIDE A FIRE SPRINKLER SYSTEM

IN COMPLIANCE WITH UFC 3-600-01.

2. PROVIDE A WET PIPE SPRINKLER SYSTEM.

3. OLD WATER SUPPLY DATA INDICATED A

STATIC PRESSURE OF 90 PSIG AND A FLOW OF

2,130 GPM AT A STATIC PRESSURE OF

69 PSIG.

TO SPRINKLER SYSTEM

FIRE DEPARTMENT

CONNECTION WITH

CHECK VALVE

WATER SERVICE

FOR FIRE SPRINKLER

SYSTEMDOUBLE CHECK

VALVE ASSEMBLY

M

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PROVIDE CATHODIC

ISOLATION FLANGED

AT THIS LOCATION

PROVIDE THRUST

BLOCK

PROVIDE THRUST

RODS FROM

ELBOW TO FLANGE

CATHODICALLY PROTECT

THIS PIPE

BLDG.

UAV

MAINTENANCE

BLDG.

UAV

MAINTENANCE

BLDG.

UH-1UV UH-2UV UH-3UV UH-4UV UH-5UV UH-6UV

14'-0" A.F.F. 14'-0" A.F.F. 14'-0" A.F.F. 14'-0" A.F.F. 14'-0" A.F.F. 14'-0" A.F.F.

EF-1UV EF-2UV EF-3UV

12'-0" A.F.F. 12'-0" A.F.F. 12'-0" A.F.F.

1 1 1

333333

1 1/4"ø G

1/

4" ø

G

US Army Corps of Engineers ® Omaha District

SHEET ID

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M-101UV

U

AV

S

TO

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AG

E H

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O

LO

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O

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C E

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IT

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O R

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S O

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A D

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T R

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AP

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AV

E O

M A H

A, N

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J.

E

U R

EK

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U R

EK

M . S

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/2

5/

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F-

-R

-0

F2

-4 0-

3/16" = 1'-0"M-101UV

1 HVAC PLAN - UV

EXHAUST FAN SCHEDULE - UV

MARK AIR FLOW EXT. STAT. PRESS. MANUFACTURER MODEL REMARK

EF-1UV 3750 CFM 0.25 in-wg GREENHECK SE3-24- EF-2UV 3750 CFM 0.25 in-wg GREENHECK SE3-24- EF-3UV 3750 CFM 0.25 in-wg GREENHECK SE3-24-

GAS FIRED UNIT HEATER SCHEDULE - UV

MARK CFM TOTAL CAPCACITY MANUFACTURER MODEL REMARKS

UH-1UV 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-2UV 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-3UV 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-4UV 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-5UV 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-6UV 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1

KEYNOTE M-101 UV

TAG DESCRIPTION

1 36X42 LOUVER WITH MOTORIZED DAMPER INTERLOCKED WITH EXHAUST FAN.

EXHAUST FAN SHALL RUN ANYTIME THE ZONE TEMPERATURE IS ABOVE 85°F.

2 GAS METER

3 UNIT HEATERS SHALL RUN TO MAINTAIN A ZONE TEMPERATURE ABOVE 50°F.

M

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C F

F

S A

C

S A

C

S A

C

S A

C

F

F

F F

OS

OS

OS

OS

OS

OS

CO CO CO

UAV

MAINTENANCE

BLDG.

F4E F4 F4 F4EF4

F4 F4E F4 F4F4

F4 F4 F4 F4F4E

F4E F4 F4 F4EF4

XW1

XW1

H48

H48 F4E F4 F4 F4EF4

F4 F4E F4 F4F4

F4 F4 F4 F4F4E

F4E F4 F4 F4EF4

F4E F4 F4 F4EF4

F4 F4E F4 F4F4

F4 F4 F4 F4F4E

F4E F4 F4 F4EF4

H48H48

H48

XW1XW1

XW1

XW1

FA

LUV1LUV1-21

LUV1-20

LUV1-18

LUV1-19

LUV1-22

FAT

FACP

WP

LOCLOCLOC

UAV

MAINTENANCE

BLDG.

UAV

MAINTENANCE

BLDG.

LUV1-4

LUV1-3

US Army Corps of Engineers ® Omaha District

SHEET ID

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E-101UV

EL

EC

TR

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F

IR

S T

F

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O R

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C E

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IT

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O R

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C

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IT

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A D

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T R

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AP

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E O

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D . O

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1/8" = 1'-0"E-101UV

1 ELECTRICAL FIRST FLOOR CEILING PLAN

PLAN NORTH

W

WWW

W

W G B

GB

UAV

MAINTENANCE

BLDG.

LUV1

LUV1-1

LUV1-2 LUV1-5,7,9

PROVIDE PROTECTED ENTRANCE TERMINAL (PET) WITH 100 PAIR 110 TYPE

BLOCK MOUNTED ON A 4 FT BY 8FT BACKBOARD MOUNTED VERTICALLY.

PROVIDE 24" H x 24" W x 36" D WALL MOUNTED LOCKABLE CABINET WITH

19" RACK AND 48-PORT PATCH PANELS. MOUNT MAIN TELECOM GROUND

BAR AT THE BOTTOM OF THE BACKBOARD. SEE TELECOMMUNICATIONS

RISER DIAGRAM SHEET E-515.

FA

LUV1-11 LUV1-10 LUV1-8

LUV1-12,14,16LUV1-13,15,17

LUV1-6

UAV

MAINTENANCE

BLDG.

UAV

MAINTENANCE

BLDG.

UH-1UV UH-2UV UH-3UV UH-4UV UH-5UV UH-6UV

EF-1UV EF-2UV EF-3UV

US Army Corps of Engineers ® Omaha District

SHEET ID

U S

AR

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1 2 3 4 5

D

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E-102UV

EL

EC

TR

IC

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F

IR

ST

F

LO

O R

P

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D . O

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1/8" = 1'-0"E-102UV

1 TUAV FIRST FLOOR PLAN

US Army Corps of Engineers ® Omaha District

SHEET ID

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1 2 3 4 5

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E-103UV

LI

G

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TN

IN

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P R

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AR

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D . O

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1/8" = 1'-0"E-103UV

1 TUAV LIGHTNING PROTECTION PLAN

S-301

C .J

C .J

F.F.=100'-0"

6" CONCRETE SLAB

ON GRADE REINF.w/ # 4 @ 12" O.C.

C .J

C .J

C .J

C .J

C.J.

C.J.

C.J.

S-301

S-301

23' - 3 1/2" 23' - 3 1/2"

S-301

S-301

X- BRACING

PER-PEMB

X- BRACING

PER-PEMB X- BRACING

PER-PEMB

S-301

1 2 3 4 5

A

C

S-301

B

CONC. STOOP

SEE 6/S-301

(TYP.)

CONC. STOOP

SEE 6/S-301

(TYP.)OVERHEAD DOOR

PER-PEMB

CONC. STOOP

(TYP.)

S-301

S-301

S-301

Sim

S-301

F4F4 F4 F5F5

F6

F5 F4 F4 F4 F5

F6

S-301

Sim

S-301

Sim

26' - 5 1/2" 26' - 5 1/2"

C.J.

C.J.

C.J.

C .J

C .J

C .J

C .J

8'0 4' 16'

99' - 6"

US Army Corps of Engineers ®

SHEET ID

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S-101DS

BLDG ID

FO

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AV

E

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A H A, N E

6 8

N .A

SK

AR

N .A

SK

AR

W .B

O

EC

K

K.

C

H

AN

/2

5/

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F-

-R

-0

F2

-4 0-

S S -

1D

S-

1/8" = 1'-0"S-101DS

1 FOUNDATION PLAN-DS

PLAN NORTH

FOUNDATION NOTES:

1. SEE S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.

2. SEE S-002, S-301 AND S-302 FOR FOOTING SCHEDULE AND DETAILS.

3. SOIL FOR FOUNDATION AND SLABS ON GRADE SHALL BE PREPARED PER THE SPEC. 31 00 00.

SEE S-001 FOR FURTHER INFORMATION.

4. COORDINATE UNDERGROUND UTILITY WITH CIVIL. PLUMBING AND FIRE PROTECTION DRAWINGS

PRIOR TO CONSTRUCTION OF FOOTING AND SLAB ON GRADE.

5. STRUCTURAL STOOPS SHALL BE CENTERED AT EXTERIOR DOORS. CONTRACTOR SHALL

COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS.

6. ALL FOOTING SHALL BE CENTERED UNDER PIERS, COLUMNS, AND WALLS, UNO.

7. PROVIDE ADDITIONAL REINFORCEMENT AT BOLLARDS THAT PENETRATE THE SLAB ON GRADE.

SEE "TYP. CONCRETE PENETRATION" ON SHEET S-501

8. SEE ARCH. DRAWING FOR BOLLARD LOCATION.

M

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ROOF X- BRACE

PER-PEMB ROOF X-BRACE

PER-PEMB

1 2 3 4 5

A

C

B

26' - 5 1/2" 23' - 3 1/2" 23' - 3 1/2" 26' - 5 1/2"

99' - 6"

1 1/2"x20 GA. "B"

DECK (TYP.)

:1

:1

MOMENT FRAME

PER PEMB

21' - 11 1/2"

US Army Corps of Engineers ®

SHEET ID

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S-201DS

BLDG ID

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F-

-R

-0

F2

-4 0-

S S -

1D

S-

PLAN NORTH

1/8" = 1'-0"S-201DS

1 ROOF FRAMING PLAN-DS

8'0 4' 16'

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DIST. CO.

STORAGE BLDG.

A-202DS

A-201DS

A-201DS

A-202DS

100' - 0"

99' - 6"

19' - 8" 18' - 8" 23' - 4" 17' - 4" 21' - 0"

100' - 0"

A-301DS

A-301DS

1 2 3 4 5

26' - 5 1/2" 23' - 3 1/2" 23' - 3 1/2" 26' - 5 1/2"

104C104D 104B 104A

104E 104F

A

B

C

"8'

0" 9'

0"

8'

0" 9'

0"

40' - 0" 15' - 5" 40' - 0"

GENERAL NOTES:

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

2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENING SHALL

OCCUR AT THE CENTER LINE OF THE DOOR PANEL IN THE CLOSED

POSITION U.N.O.

3. ROOM FINISH SCHEDULES MAY BE FOUND ON A-601 SHEETS.

4. DOOR SCHEDULES MAY BE FOUND ON A-601 SHEETS.

5. SEE A-320 FOR WALL TYPE DETAILS.

6. DO NOT SCALE FROM DRAWINGS.

7. SEE CIVIL SITE PLAN FOR BUILDING LOCATION.

8. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL

WINDOW, DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO

MANUFACTURING OR INSTALLING ANY SUCH ITEM. ALL OPENING

SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE

REQUIRED FOR EACH OPENING BEFORE INSTALLING.

*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO

THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,

AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.

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A-101DS

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6 8

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-0

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-4 0-

A.

P

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1/8" = 1'-0"A-101DS

1 FLOOR PLAN

PLAN NORTH

0 10' 20' 40'

FIRST FLOOR: 5,400 SF

TOTAL GROSS: 5,400 SF

GROSS ALLOWABLE MAX.: 5,400 SF

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_KEYNOTE LEGEND

Key Value Keynote Text

1 PALLET RACKS (N.I.C.)

2 STRUCTURAL STOOP (TYP) SEE STRUCT.

3 MTL. DOWNSPOUT (TYP.) - COLOR: FS34115

OSOS

OSOS

1 2 3 4 5

DIST. CO.

STORAGE BLDG.

A

B

C

1 2 3 4 5

1"

1' -0

A

B

C

SD SMOKE DETECTOR (REFER TO FA DWGS)

EXIT SIGN LOCATION (REFER TO FA DWGS)

2' x 4' DOWNLIGHT

1' X 8' PENDANT

GAS UNIT (SEE MECH.)

CEILING LEGEND

2 HR - FIRE RATED

GENERAL ROOF PLAN NOTES:

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

STUDS, AND FACE OF PRECAST WALLS.

2. ALL DIMENSIONS ARE NOMINAL, U.N.O.

3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING

PROTECTION TERMINALS.

4. DO NOT SCALE FROM DRAWINGS.

5. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.

6. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM

LOCATIONS.

7. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED

IN ACCORDANCE SMACNA GUIDELINES.

8. ALL FINISHES TO BE FACTORY PRE-FINISHED.

9. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE,

FLASHING, CAULK, & GASKETS.

10. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED

INTO THE CONTINUOUS AIR BARRIER SYSTEM.

11. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

12. PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUTS.

REFLECTED CEILING PLAN NOTES:

1. DO NOT SCALE FROM DRAWINGS.

2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL

LIGHTING INFORMATION.

3. REFER TO MECHANICAL DRAWINGS MECH. EQUIPMENT.

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6 8

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-4 0-

A.

P

AR

KE

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1/8" = 1'-0"A-120DS

1 CEILING PLAN

1/8" = 1'-0"A-120DS

2 ROOF PLAN

PLAN NORTH0 10' 20' 40'

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Key Value Keynote Text

1 SSMR (TYP.) - COLOR: FS34115

2 EXTERIOR LIGHT FIXTURE (TYP) SEE ELEC.

3 MTL. DOWNSPOUT (TYP.) - COLOR: FS34115

4 MTL. GUTTER (TYP.) - COLOR: FS34115

T.O.L. EAVE - DS

T.O.H EAVE - DS

122' - 8"

F.F. - DS

100' - 0"

12345

T.O.H EAVE - DS

122' - 8"

F.F. - DS

100' - 0"

LV-3

ABC

LV-3LV-3

GENERAL ELEVATION NOTES:

1.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR

NUMBERS NOT SHOWN ON THE ELEVATIONS.

2.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF

OTHER ROOF ELEMENTS.

3.SEE A-101XX FOR STRUCTURAL GRID DIMENSIONS

*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO

THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,

AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.

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A-201DS

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6 8

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1/8" = 1'-0"A-201DS

1 NORTH ELEVATION - DS

1/8" = 1'-0"A-201DS

2 EAST ELEVATIOJN - DS

PLAN NORTH0 10' 20' 40'

_KEYNOTE LEGEND

Key Value Keynote Text

1 SSMR (TYP.) - COLOR: FS34115

2 3" MTL. INSUL. WALL PANEL (TYP.) - COLOR: FS10260

3 LIGHTNING PROTECTION (TYP.) SEE ELEC.

M

AR

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C

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IP

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T.O.H EAVE - DS

122' - 8"

F.F. - DS

100' - 0"

1 2 3 4 5

T.O.H EAVE - DS

122' - 8"

F.F. - DS

100' - 0"

A B C

LV-4 LV-4 LV-4

GENERAL ELEVATION NOTES:

1.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR

NUMBERS NOT SHOWN ON THE ELEVATIONS.

2.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF

OTHER ROOF ELEMENTS.

3.SEE A-101XX FOR STRUCTURAL GRID DIMENSIONS

*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO

THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,

AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.

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1 2 3 4 5

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A-202DS

BU

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6 8

A.

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5/

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F-

-R

-0

F2

-4 0-

A.

P

AR

KE

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1/8" = 1'-0"A-202DS

1 SOUTH ELEVATION - DS

1/8" = 1'-0"A-202DS

2 WEST ELEVATION - DS

0 10' 20' 40'

_KEYNOTE LEGEND

Key Value Keynote Text

1 STEEL DOOR/FRAME (TYP.) - COLOR: FS10059

2 3" MTL. INSUL. WALL PANEL (TYP.) - COLOR: FS10260

3 SSMR (TYP.) - COLOR: FS34115

4 OVERHEAD COILING DOOR (TYP.) - COLOR: FS10059

5 MTL. GUTTER (TYP.) - COLOR: FS34115

6 MTL. DOWNSPOUT (TYP.) - COLOR: FS34115

7 EXTERIOR LIGHT FIXTURE (TYP) SEE ELEC.

8 LIGHTNING PROTECTION (TYP.) SEE ELEC.

M

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T.O.H EAVE - DS

122' - 8"

F.F. - DS

100' - 0"

A-301DS

A-510

A-501

DIST. CO.

STORAGE BLDG.

1" / 1'-0"

A B C

F.F. - DS

100' - 0"

A-301DS

1 2 3 4 5

DIST. CO.

STORAGE BLDG.

T.O.H EAVE - DS

122' - 8"

F.F. - DS

100' - 0"

A-510

A-501

C

F.F. - DS

100' - 0"

A-510

A-501

GENERAL SECTION NOTES:

1.DO NOT SCALE FROM DRAWINGS.

2.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.

3.ALL JOINTS & PENETRATIONS TO RECEIVE FLASHING, CAULK,

GASKETS, SEALANTS, OR WEATHERSTRIPPING AS REQUIRED.

4.SEE STRUCTURAL DRAWINGS FOR BEARING HEIGHTS &

FRAMING INFORMATION.

5.ALL FASTENERS TO BE SELECTED FOR DURABILITY IN LOCAL

CLIMATE.

6.SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR SLAB

AND FOUNDATION INFORMATION.

*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO

THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,

AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.

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6 8

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1/8" = 1'-0"A-301DS

1 BUILDING SECTION

1/8" = 1'-0"A-301DS

2 BUILDING SECTION

1/2" = 1'-0"A-301DS

3 WALL SECTION

1/2" = 1'-0"A-301DS

4 WALL SECTION

0 10' 20' 40'2' 4'1'0

M

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_KEYNOTE LEGEND

Key Value Keynote Text

1 OVERHEAD COILING DOOR (TYP.) - COLOR: FS10059

2 SSMR (TYP.) - COLOR: FS34115

3 3" MTL. INSUL. WALL PANEL (TYP.) - COLOR: FS10260

4 MTL. DOWNSPOUT (TYP.) - COLOR: FS34115

1 2 3 4 5

DIST. CO.

STORAGE BLDG.

(0'/47.5')(0'/46.9')

(0'/64.8') (0'/64.8')

"S-1"/18

A

B

C

LEGEND

"X"/XX

(X'/XX')

OCCUPANCY ("X") AND

NUMBER OF OCCUPANTS (XX)

TRAVEL PATH AND DISTANCE

(X'=COMMON PATH / XX' IS TOTAL DISTANCE

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6 8

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TO

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SE

R

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TO

ES

SE

R

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IC

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AE

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, P E

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IC

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AE

L

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1/8" = 1'-0"F-101DS

1 LIFE SAFETY PLAN

PLAN NORTH

0 10' 20' 40'

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GENERAL NOTES:

1. FIRE EXTINGUISHERS NOT PROVIDED

1 2 3 4 5

A

C

B

DIST. CO.

STORAGE BLDG.

FX101DS

FX101DS

C

FX101DS

C

FX101DS

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6 8

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R

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M

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H

AE

L

T.

S

M

IT

H , P

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1/8" = 1'-0"FX101DS

1 FIRE SUPPRESSION PLAN

PLAN NORTH

0 10' 20' 40'

1/8" = 1'-0"FX101DS

2 WAREHOUSE FIRE RISER - PLAN EAST

1/8" = 1'-0"FX101DS

3 WAREHOUSE FIRE RISER - PLAN SOUTH8" WATER SERVICE

FOR FIRE SPRINKLER

SYSTEM - REFER TO

CIVIL PLANS

FORWARD FLOW

TEST CONNECTION

FIRE DEPARTMENT

CONNECTION

CONTROL VALVE

DOUBLE CHECK

VALVE ASSEMBLY

CHECK VALVE

FIRE PROTECTION NOTES

1. PROVIDE A FIRE SUPPRESSION SYSTEM

IN COMPLIANCE WITH UFC 3-600-01 FOR

WAREHOUSEs.

2. RACK STORAGE IS ONLY TO 12' HEIGHTS. NO TIRES

OR PETROLEUM PRODUCTS TO BE STORED HERE.

3. BASE DESIGN ON CLASS IV COMMODITIES.

4. PROVIDE A WET PIPE SPRINKLER SYSTEM.

5. OLD WATER SUPPLY DATA INDICATED A

STATIC PRESSURE OF 90 PSI AND A FLOW OF

2,130 GPM AT A RESIDUAL PRESSURE OF

69 PSIG.

6. NFPA 13, TABLE 13.2.1, CLASS IV COMMODITIES

EH1 REQUIRED. FIGURE 13.2.1 INDICATES

.3 GPM/SQ. FT. OVER 2,500 SQUARE FEET.

500 GPM HOSE STREAM, DURATION 120 MINUTES.

PROVIDE SYSTEM TO MEET THIS CRITERIA.

7. FOR RACK LAYOUT, REFER TO ARCHITECTURAL

PLANS.

WATER SERVICE

FOR FIRE SPRINKLER

SYSTEM

FIRE DEPARTMENT CONNECTION

WITH CHECK VALVE

TO SPRINKLER

SYSTEM

DOUBLE CHECK

VALVE ASSEMBLY

WATER SERVICE

FOR FIRE SPRINKLER

SYSTEM

FORWARD FLOW

TEST CONNECTION

DOUBLE CHECK

VALVE ASSEMBLY

FIRE DEPARTMENT

CONNECTION

TO SPRINKLER

SYSTEM

M

AR

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.3 GPM/2,500 SQUARE FEET

500 GPM HOSE ALLOWANCE

THIS PIPE IS TO BE

CATHODICALLY PROTECTED

PROVIDE THRUST

BLOCK

PROVIDE CATHODIC

ISOLATION FLANGE

AT THIS LOCATION

PROVIDE THRUST

RODS FROM ELBOW

TO FLANGE

PROVIDE CATHODIC

ISOLATION FLANGE

AT THIS LOCATION

PROVIDE THRUST

RODS FROM

ELBOW TO FLANGE

PROVIDE THRUST

BLOCK

UH-3DS

UH-6DS

EF-1DS

EF-2DS

1 1/4"ø G

EXHAUST

DUCT

(TYP.)

4"ø 4"ø

EXHAUST

DUCT

(TYP.)

EXHAUST

DUCT

1 1/4"ø G

1 1/4"ø G

12'-6" A.F.F.GAS

METER

EF-3DS

UH-2DS

UH-5DS

UH-4DS

UH-1DS

1/

4" ø

G

1/

4" ø

G

4"ø

4"ø

DIST. CO.

STORAGE BLDG.

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3/16" = 1'-0"M-101DS

1 HVAC PLAN - DS

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GAS FIRED UNIT HEATER SCHEDULE - DS

MARK CFM TOTAL CAPCACITY MANUFACTURER MODEL REMARKS

UH-1DS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-2DS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-3DS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-4DS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-5DS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-6DS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1

EXHAUST FAN SCHEDULE - DS

MARK AIR FLOW EXT. STAT. PRESS. MANUFACTURER MODEL REMARK

EF-1DS 5000 CFM 0.25 in-wg GREENHECK SE3-24- EF-2DS 5000 CFM 0.25 in-wg GREENHECK SE3-24- EF-3DS 5000 CFM 0.00 in-wg GREENHECK SE3-24-

PLAN NORTH

8'0 4' 16'

REMARKS:

1. PROVIDE HORIZONTAL UNIT HEATER.

P

FF

F F

SA C SA C

S AC S AC

OSOS

OSOS

DIST. CO.

STORAGE BLDG.

F4E F4 F4 F4 F4E F4 F4 F4 F4E F4

F4 F4E F4 F4 F4 F4E F4 F4 F4 F4E

F4 F4 F4E F4 F4 F4 F4E F4 F4 F4

F4 F4 F4 F4E F4 F4 F4 F4E F4 F4

F4E F4 F4 F4 F4E F4 F4 F4 F4E F4

LDS1-4

LDS1-3 XW1XW1

XW1 XW1

H48 H48

H48 H48

FA LDS1FACP FAT

WP

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1/8" = 1'-0"E-101DS

1 DS FIRST FLOOR CEILING PLAN

W

W

GB

G B

DIST. CO.

STORAGE BLDG.

PROVIDE PROTECTED ENTRANCE TERMINAL (PET) WITH 100

PAIR 110 TYPE BLOCK MOUNTED ON A 4 FT BY 8FT BACKBOARD

MOUNTED VERTICALLY.PROVIDE 24" H x 24" W x 36" D WALL

MOUNTED LOCKABLE CABINET WITH 19" RACK AND 48-PORT

PATCH PANELS. MOUNT MAIN TELECOM GROUND BAR AT THE

BOTTOM OF THE BACKBOARD. SEE TELECOMMUNICATIONS

RISER DIAGRAM SHEET E-515.

LDS1LDS1-1

LDS1-2LDS1-1 LDS1-31,33,35 LDS1-25,27,29

UH-1DS

UH-2DS

UH-3DSEF-3DS

EF-2DS

EF-1DS UH-4DS

UH-5DS

UH-6DS

FA LDS1-10

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1/8" = 1'-0"E-102DS

1 DS FIRST FLOOR PLAN

Omaha District

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1/8" = 1'-0"E-103DS

1 DS LIGHTNING PROTECTION PLAN

ROOF X-BRACE

PER PEMB

ROOF X-BRACE

PER PEMB

14 15 16 17 18 19 20

H

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:1

:1

35' - 0" 28' - 9" 28' - 9" 28' - 9" 28' - 9" 28' - 8"

1 1/2"x20 GA. "B"

DECK (TYP.)END WALL

FRAME

PER PEMB

MOMENT

FRAME

PER PEMB

END WALL

FRAME

PER PEMB

11' - 4 3/8"

13' - 4 3/4"

S-301C.J.

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

28' - 9" 28' - 9" 28' - 9" 28' - 9"

C.J.

S-302

S-302

F.F.=100'-0"

6" CONCRETE SLAB

ON GRADE REINF.w/

# 4 @ 12" O.C.X- BRACING

PER PEMB

X- BRACING

PER PEMB

X- BRACING

PER PEMB

X- BRACING

PER PEMB

S-302

S-302

S-302

S-302

14 15 16 17 18 19 20

H

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C .J

S-302

35' - 0" 28' - 8"

OVERHEAD DOORS

PER-PEMB

CONC. STOOP

(TYP.)

178' - 8"

CONC.

STOOP

MOMENT FRAME

COLUMN

PER PEMB

END WALL COLUMN

PER PEMB

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PLAN NORTH

1/8" = 1'-0"S-101OS

2 ROOF FRAMING PLAN-OS

1/8" = 1'-0"S-101OS

1 FOUNDATION PLAN-OS

FOUNDATION NOTES:

1. SEE S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.

2. SOIL FOR FOUNDATION AND SLABS ON GRADE SHALL BE PREPARED PER THE SPEC. 31 00 00.

SEE S-001 FOR FURTHER INFORMATION.

3. TOP OF FINISHED FLOOR SLAB ON GRADE ELEVATION SHALL BE 100'-00" UNO. SEE CIVIL FOR

EXACT ELEVATIONS.

4. COORDINATE UNDERGROUND UTILITY WITH CIVIL. PLUMBING AND FIRE PROTECTION DRAWINGS

PRIOR TO CONSTRUCTION OF FOOTING AND SLAB ON GRADE.

5. STRUCTURAL STOOPS SHALL BE CENTERED AT EXTERIOR DOORS. CONTRACTOR SHALL

COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS.

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

5'

8"

5'

8"

179' - 2"

6' - 4 5/8" 14' - 2 3/8" 10' - 0" 4' - 4"

2"

14' - 3" 10' - 0" 4' - 4"

2"

14' - 3" 10' - 0" 4' - 4"

2"

14' - 3" 10' - 0" 4' - 4"

2"

14' - 3" 10' - 0" 4' - 4"

2"

14' - 3" 10' - 0" 4' - 4"

ORG. EQUIP.

STORAGE

A-201OS

A-201OS

A-201OS

A-201OS

A-201OS

14 15 16 17 18 19 20

H

I

35' - 0" 28' - 9" 28' - 9" 28' - 9" 28' - 9" 28' - 8"

UTILITY

FIRE RISER ROOM

ORG. EQUIP.

STORAGE

2 2 2 2 2

107B 107A 108B 108A 109B 109A 110B 110A 111B 111A 112B 112A

GENERAL NOTES:

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

2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENING SHALL

OCCUR AT THE CENTER LINE OF THE DOOR PANEL IN THE CLOSED

POSITION U.N.O.

3. ROOM FINISH SCHEDULES MAY BE FOUND ON A-601 SHEETS.

4. DOOR SCHEDULES MAY BE FOUND ON A-601 SHEETS.

5. SEE A-320 FOR WALL TYPE DETAILS.

6. DO NOT SCALE FROM DRAWINGS.

7. SEE CIVIL SITE PLAN FOR BUILDING LOCATION.

8. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL

WINDOW, DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO

MANUFACTURING OR INSTALLING ANY SUCH ITEM. ALL OPENING

SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE

REQUIRED FOR EACH OPENING BEFORE INSTALLING.

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A.

P

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1/8" = 1'-0"A-101OS

1 FIRST FLOOR PLAN (TYPICAL)

PLAN NORTH

0 10' 20' 40'

(1) EACH - FIRST FLOOR: 700 SF

TOTAL GROSS: 700 SF

GROSS ALLOWABLE MAX.: 700 SF

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_KEYNOTE LEGEND

Key Value Keynote Text

1 MTL. DOWNSPOUT (TYP.) - COLOR: FS34115

2 STRUCTURAL STOOP (TYP) SEE STRUCT.

OS OS OS OS OS OS

14 15 16 17 18 19 20

H

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ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

1"

1' -0

14 15 16 17 18 19 20

H

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SD SMOKE DETECTOR (REFER TO FA DWGS)

EXIT SIGN LOCATION (REFER TO FA DWGS)

2' x 4' DOWNLIGHT

1' X 8' PENDANT

GAS UNIT (SEE MECH.)

CEILING LEGEND

2 HR - FIRE RATED

REFLECTED CEILING PLAN NOTES:

1. DO NOT SCALE FROM DRAWINGS.

2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL

LIGHTING INFORMATION.

3. REFER TO MECHANICAL DRAWINGS MECH. EQUIPMENT.

GENERAL ROOF PLAN NOTES:

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

STUDS, AND FACE OF PRECAST WALLS.

2. ALL DIMENSIONS ARE NOMINAL, U.N.O.

3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING

PROTECTION TERMINALS.

4. DO NOT SCALE FROM DRAWINGS.

5. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.

6. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM

LOCATIONS.

7. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED

IN ACCORDANCE SMACNA GUIDELINES.

8. ALL FINISHES TO BE FACTORY PRE-FINISHED.

9. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE,

FLASHING, CAULK, & GASKETS.

10. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED

INTO THE CONTINUOUS AIR BARRIER SYSTEM.

11. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

12. PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUTS.

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O

TA

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E Q

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EN

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AI

N

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AN

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E

FA

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IL

IT

IE

S

SU

PP

O

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FA

C

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IT

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A H A

D

IS

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A H A, N E

6 8

A.

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/2

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F2

-4 0-

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1/8" = 1'-0"A-120OS

1 CEILING PLAN

1/8" = 1'-0"A-120OS

2 ROOF PLAN

PLAN NORTH0 10' 20' 40'

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_KEYNOTE LEGEND

Key Value Keynote Text

1 EXTERIOR LIGHT FIXTURE (TYP) SEE ELEC.

2 MTL. DOWNSPOUT (TYP.) - COLOR: FS34115

3 MTL. GUTTER (TYP.) - COLOR: FS34115

T.O. EAVE - OS

112' - 0"

F.F. - OS

100' - 0"

14151617181920

LV-2LV-2LV-2LV-2LV-2LV-2

26' - 10 3/4"29' - 0"28' - 10"28' - 8"28' - 8"28' - 8"7' - 11 1/2"

T.O. EAVE - OS

112' - 0"

F.F. - OS

100' - 0"

HI

1" / 1'-0"

T.O. EAVE - OS

112' - 0"

F.F. - OS

100' - 0"

H I

1" / 1'-0"

T.O. EAVE - OS

112' - 0"

F.F. - OS

100' - 0"

14 15 16 17 18 19 20

LV-1 LV-1 LV-1 LV-1 LV-1 LV-19

F.F. - OS

100' - 0"

H

A-510

A-501

T.O. EAVE - OS

112' - 0"

A-201OS

F.F. - OS

100' - 0"

HI

ORG. EQUIP.

STORAGE

1" / 1'-0"

GENERAL ELEVATION NOTES:

1.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR

NUMBERS NOT SHOWN ON THE ELEVATIONS.

2.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF

OTHER ROOF ELEMENTS.

3.SEE A-101XX FOR STRUCTURAL GRID DIMENSIONS

GENERAL SECTION NOTES:

1.DO NOT SCALE FROM DRAWINGS.

2.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.

3.ALL JOINTS & PENETRATIONS TO RECEIVE FLASHING, CAULK,

GASKETS, SEALANTS, OR WEATHERSTRIPPING AS REQUIRED.

4.SEE STRUCTURAL DRAWINGS FOR BEARING HEIGHTS &

FRAMING INFORMATION.

5.ALL FASTENERS TO BE SELECTED FOR DURABILITY IN LOCAL

CLIMATE.

6.SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR SLAB

AND FOUNDATION INFORMATION.

*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO

THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,

AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.

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PLAN NORTH

0 10' 20' 40'

_KEYNOTE LEGEND

Key Value Keynote Text

1 SSMR (TYP.) - COLOR: FS34115

2 OVERHEAD COILING DOOR (TYP.) - COLOR: FS10059

3 MTL. WALL PANEL (TYP.) - COLOR: FS10260

4 3" MTL. INSUL. WALL PANEL (TYP.) - COLOR: FS10260

5 STEEL DOOR/FRAME (TYP.) - COLOR: FS10059

6 MTL. GUTTER (TYP.) - COLOR: FS34115

7 MTL. DOWNSPOUT (TYP.) - COLOR: FS34115

8 WIRE MESH DIVIDER WALL

9 EXTERIOR LIGHT FIXTURE (TYP) SEE ELEC.

M

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ORG. EQUIP.

STORAGE

14 15 16 17 18 19 20

H

I

UTILITY

FIRE RISER ROOM

"S-1"/15

(0'/45.5') (0'/45.5') (0'/45.5') (0'/45.5') (0'/45.5') (0'/45.5')

LEGEND

"X"/XX

(X'/XX')

OCCUPANCY ("X") AND

NUMBER OF OCCUPANTS (XX)

TRAVEL PATH AND DISTANCE

(X'=COMMON PATH / XX' IS TOTAL DISTANCE

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1/8" = 1'-0"F-101OS

1 LIFE SAFETY PLAN

PLAN NORTH

0 10' 20' 40'

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GENERAL NOTES:

1. FIRE EXTINGUISHERS NOT PROVIDED

14 15 16 17 18 19 20

H

I

ORG. EQUIP.

STORAGE

FIRE RISER ROOM

UTILITY

FX101OS

FX101OS

LEGEND

DRY PIPE SYSTEM - ORDINARY HAZARD .2 GPM

OVER 3,500 SQUARE FEET AND

250 GPM HOSE ALLOWANCE

NITROGEN

GENERATION

SYSTEM

AIR

COMPRESSOR

FX101OS

FX101OS

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H , P

.E

1/8" = 1'-0"FX101OS

1 FIRE SUPPRESSION PLAN

PLAN NORTH

0 10' 20' 40'

1/8" = 1'-0"FX101OS

2 ORG STORAGE FIRE RISER - PLAN EAST 1/8" = 1'-0"FX101OS

3 ORG STORAGE FIRE RISER - PLAN NORTH

CHECK VALV E

FIRE DEPARTMENT

CONNECTION

8" WATER LINE

FOR SPRINKLER SYSTEM.

REFER TO CIVIL PLANS

FORWARD FLOW

TEST CONNECTION

DOUBLE CHECK

VALVE ASSEMBLY

DRY PIPE

VALVE

CONTROL VALVE

FIRE DEPARTMENT CONNECTION

FORWARD FLOW TEST CONNECTION

DRY PIPE VALVE

PIPE TO SPRINKLER SYSTEM

DOUBLE CHECK

ASSEMBLY

8" WATER SERVICE

FOR FIRE SPRINKLER

SYSTEM. REFER TO CIVIL

PLANS

FIRE DEPARTMENT

CONNECTION

CHECK VALVE

FIRE SPRINKLER

HEADER

FIRE PROTECTION NOTES:

1. PROVIDE A DRY PIPE SPRINKLER

SYSTEM IN ACCORDANCE WITH

UFC 3-600-01.

2. OLD WATER SUPPLY DATA INDICATED

A STATIC PRESSURE OF 90 PSIG AND

A FLOW RATE OF 2,130 GPM AT A

RESIDUAL PRESSURE OF 69 PSIG.

M

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PROVIDE CATHODIC

ISOLATION FLANGE

AT THIS OCATION

PROVIDE THRUST

RODS FROM ELBOW

TO FLANGE

PROVIDE THRUST

BLOCK

CATHODICALLY

PROTECT THIS

PIPE

UH-1OS

UH-2OS UH-3OS UH-4OS UH-5OS UH-6OS

HP-1OS4

CU-1OS

5 6

EF-1OS EF-2OS EF-3OS EF-4OS EF-5OS EF-6OS

UTILITY

FIRE RISER ROOM

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

1 1/4"ø G1 1/4"ø G

1 1/4"ø G

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1 HVAC PLAN - OS

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SPLIT SYSTEM UNIT SCHEDULE - OS

MARK MARK SERVES CFM

OUTSIDE

CFM

COOLING COOLING HEATING TOTAL

CAPACITY SEER MANUFACTURER INDOOR UNIT MODEL

OUTDOOR

UNIT MODEL REMARKSTOT. CAP. SEN. CAP.

HP-1OS CU-1OS FIRE RISER ROOM 170 CFM 0 CFM 9000.0 Btu/h 6840.0 Btu/h 10900.0 Btu/h 26 MITSUBISHI MSZ-FH09NA MUZ-FH09NA

GAS FIRED UNIT HEATER SCHEDULE - OS

MARK CFM TOTAL CAPCACITY MANUFACTURER MODEL REMARKS

UH-1OS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-2OS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-3OS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-4OS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-5OS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1 UH-6OS 600 CFM 37000.0 Btu/h REZNOR UDAS-45 1

EXHAUST FAN SCHEDULE - OS

MARK AIR FLOW EXT. STAT. PRESS. MANUFACTURER MODEL REMARK

EF-1OS 1200 CFM 0.25 in-wg GREENHECK SE2-16- EF-2OS 1200 CFM 0.25 in-wg GREENHECK SE2-16- EF-3OS 1200 CFM 0.25 in-wg GREENHECK SE2-16- EF-4OS 1200 CFM 0.25 in-wg GREENHECK SE2-16- EF-5OS 1200 CFM 0.25 in-wg GREENHECK SE2-16- EF-6OS 1200 CFM 0.25 in-wg GREENHECK SE2-16-

PLAN NORTH

8'0 4' 16'

KEYNOTE M-101 OS

TAGS DESCRIPTION

1 EXTEND GAS PIPING TO UNIT HEATERS.

2 INSTALL UNIT HEATER AT 9'-0" A.F.F.

3 EXTEND EXHAUST TO WALL. SIZE PER MANUFACTURER RECOMMENDATION.

4 INSTALL HEAT PUMP ABOVE DOOR. EXTEND CONDENSATE LINE DOWN AND DAYLIGHT OUTSIDE.

5 EXTEND EXHAUST TO WALL. SIZE PER MANUFACTURER RECOMMENDATION.

6 EXHAUST FAN 9'-0" A.F.F. PER BAY FOR EXHAUST COOLING.

REMARKS:

1. PROVIDE HORIZONTAL UNIT HEATER.

F

P

OS OS OS OS OS OS

UTILITY

FIRE RISER ROOM

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

F4E

F4

F4E

F4

F4

F4

F4

F4

F4E

F4

F4

F4

F4E

F4

F4

F4

F4

F4E

F4

F4

F4

F4E

F4

F4

F4

F4

F4E

F4

F4

F4

F4E

F4

F4

F4

F4

F4E

F4

F4

F4

F4E

F4

F4

F4

F4

F4E

F4

F4

F4

F4E

F4

F4

F4

F4

F4E

F4

F4

F4

F4E

HOS1-1

HOS1-3 HOS1-5

XW1 XW1 XW1 XW1 XW1 XW1

H48 H48 H48 H48 H48 H48

LOS1

FA

FAT

FACP

HOS1

WP

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1/8" = 1'-0"E-101OS

1 OS FIRST FLOOR CEILING PLAN

W W W W W W

W

G B

FIRE RISER ROOM

UTILITY

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

ORG. EQUIP.

STORAGE

HOS1

TOS TFA

LOS1

FA

LOS1-7

LOS1-1

LOS1-2

LOS1-4

LOS1-9

LOS1-3

LOS1-5HOS1-7,9,11 HOS1-13,15,17 HOS1-14,16,18

UH-1OS UH-2OS UH-3OS UH-4OS

UH-5OS UH-6OS

EF-1OS EF-2OS EF-3OS EF-4OS EF-5OS EF-6OS

CU-1OS

HP-1OS

PROVIDE PROTECTED ENTRANCE TERMINAL (PET) WITH 100

PAIR 110 TYPE BLOCK MOUNTED ON A 4 FT BY 8FT BACKBOARD

MOUNTED VERTICALLY.PROVIDE 24" H x 24" W x 36" D WALL

MOUNTED LOCKABLE CABINET WITH 19" RACK AND 48-PORT

PATCH PANELS. MOUNT MAIN TELECOM GROUND BAR AT THE

BOTTOM OF THE BACKBOARD. SEE TELECOMMUNICATIONS

RISER DIAGRAM SHEET E-515.

LOS1-16

LOS1-14

FACP

FAT

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1/8" = 1'-0"E-102OS

1 OS FIRST FLOOR PLAN

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1 OS LIGHTNING PROTECTION PLAN

C .J

C .J

F.F.=99'-8"

6" CONCRETE SLAB

ON GRADE REINF.

w/# 4 @ 12" O.C. X- BRACING

PER PEMB

(TYP.)

1' 2'

J

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33' - 0"

C.J.

S-302

S-302

S-302

S-302

S-302

S-302

T.O.CONC.

EL.=100'-0"

T.O. BEAM

EL.= 100'-0"

MOMENT FRAME

COLUMN

PER PEMB

OVERHEAD

DOOR

PER PEMB

CONC.

STOOP

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PER PEMB

1' 2'

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1 1/2"x20 GA. "B"

DECK (TYP.)

:1

33' - 0"

PEMB PURLIN

MOMENT

FRAME

PER PEMB

11' - 4 3/4"

13' - 4 1/8"

US Army Corps of Engineers ®

SHEET ID

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PLAN NORTH

1/8" = 1'-0"S-101PH

1 FOUNDATION PLAN POL/HWSB

1/8" = 1'-0"S-101PH

2 ROOF FRAMING PLAN POL/HWSB

FOUNDATION NOTES:

1. SEE S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.

2. SOIL FOR FOUNDATION AND SLABS ON GRADE SHALL BE PREPARED PER THE SPEC. 31 00 00.

SEE S-001 FOR FURTHER INFORMATION.

3. TOP OF FINISHED FLOOR SLAB ON GRADE ELEVATION SHALL BE 100'-00" UNO. SEE CIVIL FOR

EXACT ELEVATIONS.

4. COORDINATE UNDERGROUND UTILITY WITH CIVIL. PLUMBING AND FIRE PROTECTION DRAWINGS

PRIOR TO CONSTRUCTION OF FOOTING AND SLAB ON GRADE.

5. STRUCTURAL STOOPS SHALL BE CENTERED AT EXTERIOR DOORS. CONTRACTOR SHALL

COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS.

8'0 4' 16' 8'0 4' 16'

M

AR

K D

ES

C

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IP

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N D

A-201PH

A-201PH

809 SF

POL/HAZMAT

33' - 6"

A-201PH

A-201PH

____________________________________________________1' 2'

J

K

5' - 10 1/2" 10' - 10 1/2" 16' - 9"

113B 113A

GENERAL NOTES:

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

2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENING SHALL

OCCUR AT THE CENTER LINE OF THE DOOR PANEL IN THE CLOSED

POSITION U.N.O.

3. ROOM FINISH SCHEDULES MAY BE FOUND ON A-601 SHEETS.

4. DOOR SCHEDULES MAY BE FOUND ON A-601 SHEETS.

5. SEE…