Am_0003 - D .PDF

PDF 6 MB Posted Aug 31, 2021

Attached to: Logistics Readiness Squadron Campus, Offutt AFB, Nebraska Federal contract opportunity
Solicitation number: W9128F21R0026
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 27, 2023

This federal solicitation seeks proposals for a construction project at Offutt Air Force Base in Nebraska. The project includes demolishing existing substandard warehouse space and constructing a new consolidated warehouse facility with logistics and administration areas, shipping and receiving operations areas, open storage areas, and loading/unloading aprons. Supporting facilities encompass underground utilities, electric service, paving, sanitary sewer system, storm drainage, information systems, fire suppression systems, landscaping, and site improvements. Heating and air conditioning will utilize self-contained systems. Facilities require all necessary site work, utilities, mechanical, electrical, fire protection systems, backup power, and other required support. Force protection incorporates reinforced exterior walls, blast-proof windows, and passive barriers. The overall project also includes the safe removal of multiple facilities, with sustainable principles integrated into design, development, and construction per applicable laws and Executive Orders.

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Other files for this federal contract opportunity

Other files attached to Logistics Readiness Squadron Campus, Offutt AFB, Nebraska, newest first.
File	Type	Posted
Am_0006-Drawings.PDF	PDF	Sep 16, 2021
Am_0006.pdf	PDF	Sep 16, 2021
Am_0005.pdf	PDF	Sep 3, 2021
Am_0004.pdf	PDF	Sep 3, 2021
Am_0004 - D.pdf	PDF	Sep 3, 2021
Am_0003.pdf	PDF	Aug 31, 2021
OF63 LRS CAMPUS OFFUTT AFB AM 0002.PDF	PDF	Aug 23, 2021
Am_0002.pdf	PDF	Aug 23, 2021
Am_0001-Drawings.pdf	PDF	Aug 13, 2021
Am_0001.pdf	PDF	Aug 13, 2021
LRS Campus Drawings Part 1 of 2.pdf	PDF	Aug 2, 2021
W9128F-21-R-0026_SPECS.pdf	PDF	Aug 2, 2021
LRS Campus Drawings Part 2 of 2.pdf.pdf	PDF	Aug 2, 2021

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B U

8' METAL FENCE

LIFT GATE

TLER

BLVD

APOLLO ROAD

U T E

M A

C L E

33'

TRUCK SCALE

FENCE

EXISTING

TIE INTO

TO REMAIN

LOADING RAMP

DETAILS ON SHEET CS503

MANUAL FE-6 SLIDE GATE

DETAILS ON SHEET CS504

FE-6 SLIDE GATE

DETAILS ON SHEET CS504

FE-6 SLIDE GATE

HANDICAP RAMP

STAIR DETAILS FOUND ON CS501

REPLACE EXISTING CONCRETE

FOR MECHANICAL ROOM

VEHICLE ACCESS RAMP

FENCE

EXISTING

TIE INTO

POV PARKING

SEE SHEET CS505

FENCE DITCH CROSSING

DETAILS ON CS502

SECURITY FENCE

FE-6 CHAIN-LINK

DETAILS ON CS502

SECURITY FENCE

FE-6 CHAIN-LINK

INTEGRAL CURB

NEW RIM ELEVATION = 969.85'

PAVEMENT ELEVATION

MANHOLE RAISED 1.5' TO MEET NEW

LOADING DOCK RAMP

INTEGRAL CURB

LOADING DOCKLOADING DOCK

IN PLACE

MANHOLE REMAINS

DETAILS ON CS502

FE-6 CHAIN-LINK SECURITY FENCE

EXISTING FENCE

TIE INTO

ELECTRICAL SHEETS

MORE INFORMATION ON

ELECTRICAL EQUIPMENT

DETAILS ON CS501

PIPE GUARDS

DETAILS ON CS501

PIPE GUARDS

DETAILS ON CS501

PIPE GUARDS

DETAILS ON CS501

PIPE GUARDS

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N 492,230.33

E 2,765,677.90

N 492,228.14

E 2,765,619.89

N 492,056.50

E 2,765,666.66

N 491,848.97

E 2,765,570.18N 491,861.15

E 2,765,389.62

N 491,966.84

E 2,765,356.28

N 492,110.40

E 2,765,612.12

N 492,101.43

E 2,765,626.48

N 491,953.92

E 2,765,467.08 N 491,953.92

E 2,765,507.08

N 492,242.68

E 2,765,399.57

N 491,898.89

E 2,765,543.85

N 491,977.89

E 2,765,661.47

N 491,966.88

E 2,765,638.13

N 492,124.94

E 2,765,391.80

N 492,152.34

E 2,765,381.58

N 491,856.97

E 2,765,467.08

N 492,234.13

E 2,765,620.29

N 492,295.34

E 2,765,576.01

N 492,307.86

E 2,765,682.62

N 492,264.42

E 2,765,680.62

N 492,263.79

E 2,765,688.79

N 491,850.18

E 2,765,573.22

N 491,970.12

E 2,765,588.91

N 491,989.05

E 2,765,604.20

N 491,979.74

E 2,765,587.34

N 491,989.05

E 2,765,633.57

N 492,017.09

E 2,765,663.59

R 25'

R = 10'

N 492,029.62

E 2,765,361.36

N 492,058.46

E 2,765,375.39

N 492,083.30

E 2,765,353.25

N 492,006.87

E 2,765,346.70

N 492,268.74

E 2,765,612.38

N 491,826.36

E 2,765,436.01

N 491,900.29

E 2,765,537.08

N 491,859.82

E 2,765,423.25

N 491,964.54

E 2,765,430.16

N 491,966.74

E 2,765,396.69

N 492,087.05

E 2,765,389.30

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:10:32 PM 8/30/2021

...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\CS101

F -2

-0

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A M

30' 60'0

SCALE: 1" = 30'-0"

E P

L A

CS101

D F

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LEGEND

SEE SHEET CP502 FOR TYPICAL SECTION

CONCRETE PAVEMENT

SEE SPEC 32 92 19 FOR DETAILS

SEEDED AREAS

W F -2

-R -0

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LINE POST

TOP RAIL OR TENSION WIRE

BRACE RAIL

(TYP.)

TIE WIRES

(3/8" MIN. DIA.)

TRUSS ROD

CONCRETE BASE

OR PULL POST

CORNER, END,

TIE WIRES (TYP.)

LINE POST

GRADE

WIRE

TENSIONOF FABRIC

BOTTOM

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

BASE

CONCRETE

(3/8" MIN. DIA.)

TRUSS ROD

BAND

TENSION

(3/8" MIN. DIA.)

TRUSS ROD

WIRE

TENSION

CARRIAGE BOLT

TENSION BAR

EACH FABRIC LINK

TENSION BAR TO ENGAGE

FABRIC

TOP AND BOTTOM OF FABRIC)

(15" O.C. MAX. AND WITHIN 4" FROM

TENSION BAND

FABRIC

(2'-0" O.C. MAX.)

9-GAGE TIE WIRES

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX AND

TIE WIRE

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX AND

TIE WIRE

STEEL GROUND ROD

3/4" DIA. COPPER-CLAD

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

COPPER WIRE

#8 AWG SOLID

FENCE POST

TRUSS ROD TRUSS ROD

LINE POSTLINE POST BRACE RAILS

RAILS

BRACE

PULL POST

TENSION WIRE

TOP RAIL OR

(TYP.)

TIE WIRES

ON EXTENSION ARMS

BARBED-WIRE APRON

RIVETED FLUSH (TYP.)

" PLAIN PIN8

RIVETED FLUSH (TYP.)

3/8" PLAIN PIN

LOCK PIN (TYP.)

WIRE (TYP.)

BARBED

S O

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N E

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C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:17:07 PM 8/30/2021

...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CS502

C S .d g n

S R

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A H

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A P

O L A

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A H

A D

T R

E N

U M

B E

E N

A M

NO SCALE

16" MIN. DIA.

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10" MIN. DIA.

NO SCALE

FASTENING DETAILS

TRUSS ROD AND BAND

ROUND POST

BRACE RAIL CLAMP DETAILS

H-BEAM

TENSION BAND DETAIL

END OR GATE POST DETAIL

Y P

2.25" x 1.70"

2.375" O.D. 2.875" O.D.

2.25" x 1.70"

1.90" O.D.

2.25" x 1.70"

2.00" SQ.

2.375" O.D. 2.875" O.D.

2.50" SQ. 3.00" SQ.

4.00" O.D.

1.66" O.D.

1.50" O.D.

1.625" x 1.50"H-SECTION

TUBULAR - SQUARE

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

LINE POSTS

TUBULAR - SQUARE

TUBULAR - ROUND

CORNER, END & PULL POSTS

USE AND SECTION

FABRIC LESS THAN 72"

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

STEEL POST SCHEDULE

FABRIC 72" TO 96" FABRIC OVER 96"

NOTES:

FINAL NUMBER IS FABRIC WIDTH IN INCHES

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

TWB - TENSION WIRE TOP AND BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

ON DOUBLE OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE

TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

FENCE LEGEND:

EXAMPLES:

FABRIC WIDTH.

TOP AND BOTTOM TENSION WIRE, AND 48 INCH

FE5-TWB-48 - CHAIN-LINK SECURITY FENCE WITH NO APRON,

WIDTH.

ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE

H-BEAM ROUND POST

LINE POST ATTACHMENTS

TOP OR BRACE RAIL ATTACHMENT

GROUNDING DETAIL

NO SCALE

BRACE PANEL DETAIL

10'-0" MAX. 10'-0" MAX.

NOTE:

STRAIGHT RUNS EXCEED 500 FEET.

PROVIDE BRACE PANEL WHENEVER

10'-0" MAXIMUM

X X X X X X

X XXXXXXXXXXX

X X X X X X

X X X X XXXXX

X X X X X X X

XXXXXX

X X X X X X

X X X X

XXXX

X X X X X X X

XXX

X X X

X X X X X

XXXXX

X X X X X

X X

XXX

NO SCALE

EXTENSION ARM DETAILS

LINE POST CORNER POST

1'-0"

45 DEGREES

1' -6 " 6"

T Y P

1' -1 0" 7.

5" (T

YP.

35 DEGREES

X X X X X

XXXXX

X X X X X

X X X X

XXX

X X

X X X X

XXXX

X X X X

XXXX

X X X X

X X

H-SECTION

FE6 CHAIN-LINK SECURITY FENCE DETAIL

PROTECTED.

SHALL HAVE APRON EXTENDED OUTWARD FROM THE AREA BEING

3. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL FE6 FENCE

SECURE AREA.

FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

MANUFACTURER.

NOT INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE

D A

V E

N P

O R

F E -6 F

E N

C E D

E T

CS502

D F

E C

H N

E R

D F

E C

H N

E R

A N

S I

D A

V E

N P

O R

W F -2

-R -0

A F -2

-0

A B

M G

E N

E R

A L R

E V

N S

-0

-2

3 4 5 6 7 8 9 10

7737 SF

SHIPPING/

RECEIVING

A-301

A-302

2' - 8" 3' - 4" 3' - 8" 12' - 0" 10' - 0" 15' - 4" 8' - 4" 12' - 0" 2' - 8" 3' - 4" 14' - 0" 9' - 4" 12' - 0" 15' - 4" 34' - 8"

8" 3'

/1 A-112

A-

119B

122B 122C 122D

1' -0

" 48

RAMP

100' - 0"

96' - 0"

96 SF

ELECTRICAL

560 SF

CARGO

OUTBOUND

617 SF

WOOD

SHOP

W-2

122F 122G

W-2

24' - 9"

A-301

A-403

DN DN DN

W-4

W-3

HYDRAULIC

DOCK LEVELER

HYDRAULIC

DOCK LEVELER

A-471

1' -0

GENERAL NOTES:

1. 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.

2. ROOM FINISH SCHEDULES MAY BE FOUND ON A-603 SHEET.

3. DOOR SCHEDULES MAY BE FOUND ON A-603 SHEET.

4. WINDOW SCHEDULES MAY BE FOUND ON A-603 SHEETS.

5. SEE A-601 FOR WALL TYPE DETAILS

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

EXPOSED GWB SURFACES.

PROVIDE AT CORNERS OF DOOR OR WINDOW OPENINGS OR EDGES OF

CEILING FEATURES WHENEVER POSSIBLE.

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.SEE STRUCTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS

11.DOOR OPENINGS IN STUD WALLS SHALL BE LOCATED 4" AWAY

FROM ADJACENT PERPENDICULAR WALLS.

12.DOOR OPENINGS IN MASONRY WALLS SHALL BE LOCATED 8" AWAY

NOMINALLY FROM ADJACENT PERPENDICULAR WALLS.

13.SEE SHEET F-100 FOR FEB LOCATIONS.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-113

N G

(S O

) A R

, N

A D

A, N

O R

U P

O R

U P

F-

-R

-0

-X

-0

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R Y

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.rv t

1/8" = 1'-0"1 SHIPPING / RECEIVING (SOUTH) AREA FLOOR PLAN

KEY PLAN

WAREHOUSE

SHIPPING /

RECEIVING

ADMIN

PLAN NORTH

8'0 4' 16'

A L R

-0 1-

FIRST FLOOR

100' - 0"

8" CMU WALL, CMU-3, SEE

STRUCTURAL FOR

REINFORCING AND BRACING

REQUIRMENTS

1" AIR GAP

1" METAL LINER PANEL,

AS SCHEDULED, OVER 6"

STEEL STUDS, R-18

CONCRETE SLAB ON GRADE

10" CAST-IN-PLACE

CONCRETE FOUNDATION,

SEE STRUCTURAL

PRE-ENGINEERED

METAL BUILDING

RIGID FRAME, SEE

STRUCTUAL

CAPPILARY

WATER BARRIER

VAPOR BARRIER

RIGID INSULATION UNDER SLAB-ON-

GRADE - EXTENDS 4' FROM FOUNDATION

PER ASHRAE REQUIREMENT; R - 15

RIGID PEREMTER INSULATION; R - 7.5

FIRST FLOOR

100' - 0"

CONCRETE SLAB

ON GRADE

8" CMU WALL, CMU-1, SEE

STRUCTURAL FOR

REINFORCING AND BRACING

REQUIRMENTS

1" AIR GAP

1" METAL LINER PANEL, AS SCHEDULED,

OVER 6" STEEL STUDS, R-18

PRE-ENGINEERED METAL

BUILDING RIGID FRAME, SEE

STRUCTUAL

10" CAST-IN-PLACE CONCRETE FOUNDATION,

SEE STRUCTURAL

RIGID PERIMETER

INSULATION; R-7.5

RIGID INSULATION UNDER

SLAB-ON-GRADE - EXTENDS 4'

FROM FOUNDATION PER

ASHRAE REQUIREMENT; R - 15

VAPOR BARRIER

CAPPILARY WATER BARRIER

9 1/2"

FIRST FLOOR

100' - 0"

CONCRETE FOUNDATION,

SEE STRUCTURAL

CONCRETE SLAB ON GRADE

INTERIOR METAL RUNNER

8" CMU WALL, SEE

STRUCTURAL FOR

REINFORCING

AND BRACING

REQUIREMENTS

1" AIR GAP

FIRST FLOOR

100' - 0"

8" CMU WALL, SEE

STRUCTURAL FOR

REINFORCING AND

BRACING

REQUIREMENTS

INTERIOR METAL

RUNNER

1" AIR GAP

CONCRETE FOUNDATION,

SEE STRUCTURAL

1" METAL LINER PANEL,

AS SCHEDULED,

OVER INSULATED STEEL

STUD, R-18

RIGID INSUALTION; R-15

RIGID PERIMETER INSULATION; R-7.5

VAPOR BARRIER

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-500

, N

A D

A, N

N S

O R

U P

O R

U P

F-

-R

-0

-X

-0

N U

O D

R Y

C S

O N

O F6

S-

C H

.rv t

1 1/2" = 1'-0"1 HIGH BAY WALL BASE DETAIL @ GRADE

1 1/2" = 1'-0"2 HIGH BAY WALL BASE @ DOCK

A L R

-0 9-

A L R

-0 1-

1 1/2" = 1'-0"3 WALL BASE @ EXPANSION JOINT

1 1/2" = 1'-0"4 HIGH BAY WALL BASE DETAIL @ RETAINING WALL

0 1'6"3" 1' 6"

T.O. ADMIN

116' - 0"

4" INSULATED METAL PANEL,

MP-1 ON STEEL GIRTS, SEE

STRUCTURAL

5/8" GYP BD. AS

SCHEDULED, OVER

INSULATED 6" STEEL

STDS

1" AIR GAP

GALVINIZED STEEL Z BAR

FLASHING

2 1/2" INSULATION FILL

APPROVED SEALANT AND

BACKER ROD

A-608

T.O. ADMIN

116' - 0"

INSULATED GLAZING UNIT

(IGU), SEE SCHEDULE

STANDING SEAM METAL

CANOPY ON PURLINS; SEE

STRUCTURAL (BEYOND)

8" CMU WALL, CMU-1, SEE

STRUCTURAL FOR

REINFORCING AND BRACING

REQUIRMENTS

1" METAL LINER PANEL, AS

SCHEDULED, OVER

INSULATED GIRT PLANE

1" AIR GAP

GALVANIZED METAL Z BAR

FLASHING (BEYOND)

APPROVED SEALANT (BEYOND)

APPROVED SEALANT

4" INSULATED METAL PANEL,

MP-1, ON STEEL GIRTS (BEYOND),

SEE STRUCTURAL

A-608

8" CMU WALL, SEE

STRUCTURAL FOR

REINFORCING AND

BRACING REQUIRMENTS

1" METAL LINER PANEL, AS

SCHEDULED, OVER 6" STEEL

STUDS, R-18; CUT TO

CONTOUR OF THE STEEL

DECK, BUT ALLOW FOR 1"

DEFLECTION

1" METAL LINER PANEL, AS

SCHEDULED, OVER

INSULATED GIRT PLANE

1" AIR GAP

FILL GAP WITH FIRE CAULK /

SEALANT

DEEP LEG DEFLECTION TRACK

1/2" STEEL ROOF DECKING

T.O. WOODSHOP

112' - 0"

SEE STRUCTURAL SHEETS

FOR DECK SUPPORT TO

CMU WALL

T.O. ADMIN

116' - 0"

5" POLYISO INSULATION

PER ASHRAE

REQUIREMENTS

8" CMU

5/8" COVER BOARDA-470

5/8" GYP BD. AS SCHEDULED,

OVER INSULATED 6" STEEL

STDS, R-18

1" AIR GAP

8" CMU BOND BEAM, NOTCHED

AROUND JOIST; SEE

STRUCTURAL

1/2" STEEL ROOFING DECK

STEEL JOIST; SEE STRUCTURAL

5/8" GYP BD. AS

SCHEDULED OVER 2 1/2"

STEEL STUDS; CUT GWB

TO CONTOUR OF THE

STEEL DECK BUT ALLOW

FOR 1" DEFLECTION

T.O. WOODSHOP

112' - 0"

EXPANSION JOINT

1/2" STEEL ROOF DECKING

8" CMU WALL; SEE

STRUCTURAL FOR

BRACING AND

REINFORCEMENT

REQUIREMENTS

T.O. WOODSHOP

112' - 0"

1/2" STEEL DECK

8" CMU

1" AIR GAP

STEEL JOIST

2 1/2" STL STUDS @

16" OC W/ 5/8" GWB;

CUT TO CONTOUR OF

THE STEEL DECK BUT

ALLOW FOR 1"

DEFLECTION

JOIST BOLTED TO

BEARING PLATE

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-510

L D

, N

A D

A, N

N S

O R

U P

O R

U P

F-

-R

-0

-X

-0

N U

O D

R Y

C S

O N

O F6

S-

C H

.rv t

1 1/2" = 1'-0"1 METAL PANEL TO CMU WALL TRANSITION (TYP)

1 1/2" = 1'-0"2 CANOPY CONNECTION DETAIL

1 1/2" = 1'-0"3 WALL DETAIL @ GRIDLINE "C" 3

A L R

-0 1-

1 1/2" = 1'-0"4 VERTICAL EXPANSION JOINT

1 1/2" = 1'-0"5 WALL DETAIL @ GRIDLINE "10"

1 1/2" = 1'-0"6 WALL DETAIL @ INTERIOR CMU

1 1/2" = 1'-0"7 WALL DETAIL @ INTERIOR CMU

0 1'6"3" 1' 6"

STL DECK

2 1/2" SOUND ATTENUATION BATTS

6" M

1B 1C 1D

NO SOUND ATTENUATION BATTS

5/8" GWB ON ROOM SIDE ONLY

USE 6" STL STUD IN LIEU OF

3/58" STL STUD

EXTEND STUD AND GWB TO STL

DECK WHERE EXPOSED

STRUCTURE CEILING IS

SCHEDULED

CEILING AS SCHEDULED (SEE ROOM

FINISH SCHEDULE) - BOTH SIDES

WHERE FINISH CEILING IS REQ'D,

ALT BRACING DETAIL 1/A-410 MAY

BE USED.

3-5/8" STL STUDS @ 16"

OC W/ 5/8" GWB - BOTH

SIDES

WALL BASE AND FLOOR FINISH AS

SCHEDULED (SEE ROOM FINISH

SCHEDULE) - BOTH SIDES

STL STUD RUNNER TRACK

BACKER ROD & SEALANT, BOTH

SIDES, CONT. (TYP.)

1ETAKE GWB AND STL MESH

TO BOTTOM OF DECK, GWB

BOTH SIDES

16 GA EXPANDED

STL MESH @

EXTERIR FACE

(NON-SECURE),

TYPE 1E ONLY

6" M

2BUSE 2-1/2" STL STUD IN LIEU OF 6" STL STUD

EXTEND STUD AND GWB TO STL

DECK WHERE EXPOSED

STRUCTURE CEILING IS

SCHEDULED

CEILING AS SCHEDULED (SEE ROOM

FINISH SCHEDULE)

6" STL STUDS @ 16" OC

W/ 5/8" GWB

WALL BASE AND FLOOR FINISH AS

SCHEDULED (SEE ROOM FINISH

SCHEDULE)

STL STUD RUNNER TRACK

FACE OF MASONRY WALL TO BE

FURRED

1/2"

PROVIDE ANCHOR CLIPS @ 48" OC

MAX

STL DECK

CEILING AS SCHEDULED (SEE ROOM

FINISH SCHEDULE) - BOTH SIDES

CMU WALL - SLAB AND BEARING

CONDITION VARIES - SEE

STRUCTURAL DRAWINGS

FLOOR FINISH AS SCHEDULED

(SEE ROOM FINISH SCHEDULE)

SEAL ALL THRU-WALL

PENETRATIONS - SIM

DTL B/A-730

8" CMU WALL - SEE STRUCTURAL

DRAWINGS FOR REINFORCEMENT

AND BRACING REQUIREMENTS.

HEAD CONDITION VARIES -

SEE STRUCTURAL DRAWINGS

FOR BRACING REQUIREMENTS

SPRAY FOAM HEAD

CONDITION FOR CONTINUOUS

ACOUSTICAL SEAL

SEE DETAIL1/A-412

8" GROUTED CMU WALL - SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT AND BRACING

REQUIREMENTS.

1/ 2"

ALLOW FOR 1" FOR

DEFLECTION

STUD TOP TRACK, SET

INTO DEFLECTION

TRACK

STL JOIST

DEEP LEG

DEFLECTION TRACK,

FASTENED TO

STRUCT. MEMBER

GWB AS INDICATED -

DO NOT FASTEN TO

DEFLECTION TRACK

COMPRESSIBLE INSULATION

GWB CUT TO CONTOUR OF

THE STEEL DECK, BUT

ALLOW FOR 1" DEFLECTION

DEEP LEG DEFLECTION

TRACK FASTENED TO DECK

STUD TOP TRACK, SET INTO

DEFLECTION TRACK

INSULATION AS REQ'D

STEEL DECK

ACOUSTICAL

SEALANT

GWB AS INDICATED -

DO NOT FASTEN TO

DEFLECTION TRACK

TOP OF WALL PERPENDICULAR TO STEEL DECK FLUTES

TOP OF WALL PARALLEL TO STEEL DECK FLUTES - SIM. TO DETAIL 4/A-411. SPAN FLUTES WITH

20 GA. SHEET METAL AS NEEDED TO ANCHOR STUD WALL

ACOUSTICAL SEALANT AT

GAP

COMPRESSIBLE INSUL.

GWB CUT TO CONTOUR OF

THE STEEL DECK, BUT

ALLOW FOR 1" DEFLECTION

DEEP LEG DEFLECTION

TRACK FASTENED TO DECK

TOP OF WALL PERPENDICULAR TO STEEL DECK FLUTES

4" 1"

TOP OF WALL PERPENDICULAR TO STEEL DECK FLUTES - ABOVE

MIN. 4 PCF DENSITY MINERAL WOOL

INSULATION AT FIRE RATED WALLS.

CUT TO THE SHAPE OF FLUTED DECK,

25% LARGER & COMPRESS TO FIT

1/2" GAP - FILL W/ FIRESTOP SEALANT

DEFLECTION TRACK W/ OFFSET DEEP

LEGS TO ACCOMMODATE GWB

THICKNESS, SIM. TO "FIRE TRAK

CORP." PRODUCTS - FASTEN TO DECK

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

OF THE STEEL DECK AND FASTENED

TO DEFLECTION TRACK

STEEL

DECK

5/8" TYPE 'X' GWB -

DO NOT FASTEN TO

DEFLECTION

TRACK )DETAIL IS

SIM. FOR DOUBLE

GWB AND SHAFT

WALL SYS.)

FILL GAP W/ FIRE CAULK /

SEALANT

DEFLECTION TRACK W/

OFFSET DEEP LEGS

MINERAL WOOL

INSULATION

5/8" TYPE 'X' GWB

TOP OF WALL PERPENDICULAR TO STEEL DECK FLUTES

TOP OF WALL PERPENDICULAR TO STEEL DECK FLUTES -

ABOVE

FILL CAVITY WITH

OPEN-CELL SPF

STEEL

DECK

PROVIDE 20GA BENT PLATE - BOTH

SIDES - CUT TO PATTERN OF DECK

FLUTES WHERE HEAD CONDITION

IS EXPOSED TO VIEW - FIX TO

UNDERSIDE OF STEEL DECK ONLY

CMU WALL - SEE

STRUCTURAL FOR

BRACING

1" M

S-

O W

" M

6" M

EXTEND STUD AND GWB TO STL

DECK WHERE EXPOSED

STRUCTURE CEILING IS

SCHEDULED

CEILING AS SCHEDULED (SEE ROOM

FINISH SCHEDULE)

2 1/2" STL STUDS @ 16"

OC W/ 5/8" GWB

WALL BASE AND FLOOR FINISH AS

SCHEDULED (SEE ROOM FINISH

SCHEDULE)

STL STUD RUNNER TRACK

FACE OF PRECAST CONCRETE,

CAST IN PLACE CONCRETE, OR

MASONRY WALL TO BE FURRED

PROVIDE ANCHOR CLIPS @ 48" OC

MAX

US Army Corps of Engineers ®

SHEET ID

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1 1/2" = 1'-0"1 STL STUD BASIC PARTITION

1 1/2" = 1'-0"2 STL STUD FURRED WALL w/AIR

1 1/2" = 1'-0"3 CMU PARTITION

3" = 1'-0"5 TYP NON-RATED WALL HEAD DETAIL

3" = 1'-0"6 TYP SOUND-RATED WALL HEAD DETAIL

3" = 1'-0"7 TYP FIRE RATED WALL HEAD DETAIL

3" = 1'-0"8 CMU WALL HEAD

A L R

-0 1-

1 1/2" = 1'-0"4 STL STUD FURRED WALL

0 6"3" 9"

0 1'6"3" 1' 6"

S2S2

M2 M4

S7 S7 S7 S7 S7

S6M4

F3 F3

D6 S9

S1 S1

S8 S8

S8S8S8

M4 M4 M4M4M4 M4

D4 D4 D4 D4

S1 S1 S1

M4M4M4

M4M4

S1 S1 S1 D4 D4 D4

S2 S2

S9 S9

S9S9

T3 S5 S5

S5S5

S2 S2

T3 S5S5

S5 S5 T3

S5S5S5 S5

S5 S5S5 S5

T3T3

D7 S5

S1 S1

S1S1S1S1

M4 M4

M4M4 M4 M4

D4D4

D4 D4 D4

S2 S2

I-1

/1 I-112

/1 I-113

S10

F2BF2B

D2 D3 S1S1

S1 S1

F7 F7

F7F7F7

MECHANICAL

ELECTRICAL

FLIGHT SUPERVISOR

READINESS

FLIGHT COMMANDER

SECTION CHIEF

SIPR

TRAINING B

WOMEN

PLUMBING CHASE

109B

JAN

CORRIDOR

MEN

CENTRAL STORAGE

FUNCTIONAL SYSTEM

MANAGER

102A

RESOURCE ADVISOR

102BM4

RECEPTION/ WAITING

SUPERINTENDENT

102C

FIRST SERGEANT

102D

CLOSET

102G

CORRIDOR

CONFERENCE

VESTIBULE A

100A

DIRECTOR OF OPS

102F

COMMANDER

102E

ORDERLY

CARGO INBOUND

COMM

BREAK ROOM

LACTATION

CORRIDOR

VESTIBULE B

100B

T7 F7

US Army Corps of Engineers ®

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FURNITURE LEGEND

ITEM CODE ITEM NAME

D1 U-SHAPED DESK

D2 U -SHAPED DESK, WINDOW SIDE

D3 U -SHAPED DESK, WINDOW BACK

D4 WORKSTATION, 6X6

D5 WORKSTATION, RECEPTION

D6 SINGLE DESK

D7 INSTRUCTOR DESK W/ LECTERN

F1 STORAGE CABINET

F2 BENCH W/ STORAGE

F2B LOCKERS

F3 INDUSTRAIL SHELVING, 48X15X76

F4 CREDENZA

F5 LATERAL FILE, 6 DRAWERS

F6 LATERAL FILE, 4 DRAWERS

F7 LOCKER W/ SHELVES

M2 REFRIGERATOR

M3 RECYCLE STATION

M4 TRASH BIN, SMALL

M5 MIRCOWAVE

M6 REFRIGERATOR, UNDERCOUNTER

M7 FLOOR LAMP

M8 MIRCOWAVE, LACTATION RM

M9 TRASH BIN, LARGE

M10 FULL LENGTH MIRROR

S1 DESK CHAIR

S2 GUEST CHAIR

S3 LOUNGE CHAIR

S4 LOUNGE SOFA

S5 TRAINING CHAIR

S6 HEALTH CHAIR

S7 CONFERENCE CHAIR

S8 CONFERENCE GUEST CHAIR

S9 BREAK CHAIR

S10 BREAKROOM STOOL

T1 CONFERENCE TABLE, 48" X 168"

T2 COFFEE TABLE

T3 TRAINING TABLE

T4 BREAK TABLE, HIGH 20" X 60"

T5 BREAK TABLE, 36" X 72"

T6 BREAK TABLE, HIGH 20" X 84"

T7 PULL-UP TABLE

T8 END TABLE

PLAN NORTH

KEY PLAN

WAREHOUSE

SHIPPING /

RECEIVING

ADMIN

8'0 4' 16'

1/8" = 1'-0"1 ADMINISTRATIVE AREA FURNITURE PLAN

FURNITURE GENERAL NOTES

1. FF&E IS A BID OPTION TO THE CONSTRUCTION CONTRACT.

2. SEE FF&E PACKAGE FOR ADDITIONAL INFORMATION.

3. SEE SPECIFICATIONS 12 50 00.13 10 FOR ADDITIONAL

INFORMATION.

4 PRINTER/COPIERS (OR ANY OTHER GF/GI EQUIPMENT) ARE NOT IN

CONTRACT AND SHOWN FOR COORDINATION PURPOSES ONLY.

5 WOODSHOP EQUIPMENT ARE NOT IN CONTRACT AND SHOWN FOR

COORDINATION PURPOSES ONLY.

A L

I S

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-0

M4 S1

S1 S1

S1 M4

M4M4

I-1

/1 I-112/1 I-112

F2 F2B F2B

SHIPPING/ RECEIVING

WOOD SHOP

CARGO OUTBOUND

ELECTRICAL

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

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I-113

N G

(S O

) A R

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A, N

M . H

U G

M . H

U G

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1/8" = 1'-0"1 SHIPPING / RECEIVING (SOUTH) FURNITURE PLAN

PLAN NORTH

KEY PLAN

WAREHOUSE

SHIPPING /

RECEIVING

ADMIN

8'0 4' 16'

FURNITURE LEGEND

ITEM CODE ITEM NAME

D1 U-SHAPED DESK

D2 U -SHAPED DESK, WINDOW SIDE

D3 U -SHAPED DESK, WINDOW BACK

D4 WORKSTATION, 6X6

D5 WORKSTATION, RECEPTION

D6 SINGLE DESK

D7 INSTRUCTOR DESK W/ LECTERN

F1 STORAGE CABINET

F2 BENCH W/ STORAGE

F2B LOCKERS

F3 INDUSTRAIL SHELVING, 48X15X76

F4 CREDENZA

F5 LATERAL FILE, 6 DRAWERS

F6 LATERAL FILE, 4 DRAWERS

F7 LOCKER W/ SHELVES

M2 REFRIGERATOR

M3 RECYCLE STATION

M4 TRASH BIN, SMALL

M5 MIRCOWAVE

M6 REFRIGERATOR, UNDERCOUNTER

M7 FLOOR LAMP

M8 MIRCOWAVE, LACTATION RM

M9 TRASH BIN, LARGE

M10 FULL LENGTH MIRROR

S1 DESK CHAIR

S2 GUEST CHAIR

S3 LOUNGE CHAIR

S4 LOUNGE SOFA

S5 TRAINING CHAIR

S6 HEALTH CHAIR

S7 CONFERENCE CHAIR

S8 CONFERENCE GUEST CHAIR

S9 BREAK CHAIR

S10 BREAKROOM STOOL

T1 CONFERENCE TABLE, 48" X 168"

T2 COFFEE TABLE

T3 TRAINING TABLE

T4 BREAK TABLE, HIGH 20" X 60"

T5 BREAK TABLE, 36" X 72"

T6 BREAK TABLE, HIGH 20" X 84"

T7 PULL-UP TABLE

T8 END TABLE

A L

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FURNITURE GENERAL NOTES

1. FF&E IS A BID OPTION TO THE CONSTRUCTION CONTRACT.

2. SEE FF&E PACKAGE FOR ADDITIONAL INFORMATION.

3. SEE SPECIFICATIONS 12 50 00.13 10 FOR ADDITIONAL

INFORMATION.

4 PRINTER/COPIERS (OR ANY OTHER GF/GI EQUIPMENT) ARE NOT IN

CONTRACT AND SHOWN FOR COORDINATION PURPOSES ONLY.

5 WOODSHOP EQUIPMENT ARE NOT IN CONTRACT AND SHOWN FOR

COORDINATION PURPOSES ONLY.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

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D R

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D B

C H

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-0 1-

3/32" = 1'-0"1 AREAS EXEMPT FROM SECTION 26 05 48.00 10 REQUIREMENTS

AREAS EXEMPT FROM SECTION 26 05 48.00 10

REQUIREMENTS LEGEND

1 EXEMPT UNLESS EQUIPMENT IS GAS-FUELED OR ABOVE

EQUIPMENT THAT IS GAS-FUELED.

2 NOT EXEMPT.

PLAN NORTH

0 20'10'5'

KEY PLAN

WAREHOUSE

SHIPPING /

RECEIVING

ADMIN

3/4"x10' GROUND ROD

3/4"x10' GROUND ROD WITH TEST WELL

SUPPLEMENTAL LIGHTNING PROTECTION

AND GROUNDING LEGEND

MGB

GROUND BAR, SEE EG503 FOR SIZE.GB

TMGB

TGB

MAIN GROUND BAR, SEE EG503 FOR SIZE.

TELECOMMUNICATIONS MAIN GROUND BAR, SEE EG503 FOR SIZE.

TELECOMMUNICATIONS GROUND BAR, SEE EG503 FOR SIZE.

LIGHTNING PROTECTION ROOF MAIN CONDUCTORRC

LIGHTNING PROTECTION DOWN CONDUCTORDC

COUNTERPOISE GROUND LOOPG

AIR TERMINAL, 60" MINIMUM HEIGHT

AIR TERMINAL, 24" MINIMUM HEIGHT

AIR TERMINAL, 12" MINIMUM HEIGHT

CGB CONTINUOUS GROUND BAR, SEE EG503 FOR SIZE.

EGB ELECTRICAL GROUND BAR, SEE EG503 FOR SIZE.

AGB ANTENNA GROUND BAR, SEE EG503 FOR SIZE.

US Army Corps of Engineers ®

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EG001

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GENERAL NOTES - EG100 SERIES SHEETS

1 UNDERGROUND CONDUITS CROSSING FOUNDATIONS SHALL BE BURIED AT A DEPTH SUCH THAT CONDUITS ARE LOCATED MINIMUM 12" BELOW THE

FOUNDATIONS. REFERENCE S-300 SERIES DRAWINGS FOR FOUNDATION DIMENSIONS.

2 THE LIGHTNING PROTECTION SYSTEM DESIGN IS BASED ON THE ROLLING SPHERE DESIGN IS APPROXIMATE, AND IS SUBJECT TO DESIGN VERIFICATION AND

APPROVAL BY CONTRACTOR. ENSURE THAT DURING INSTALLATION ALL POINTS ARE WITHIN 2'-0" OF OUTSIDE BUILDING EDGE, OUTSIDE CORNERS, AND RIDGE ENDS. THE MAXIMUM SPACING OF PERIMETER TERMINALS DOES NOT EXCEED 20'-0" FOR 12" COPPER AIR TERMINALS AND 25'-0" FOR 24" COPPER AIR TERMINALS. SUBMIT INSTALLATION DRAWINGS AND PROVIDE AN UL MASTER LABEL CERTIFIED SYSTEM COORDINATING WITH ACTUAL SUBMITTED MECHANICAL EQUIPMENT, ROOF INFORMATION, AND ROOFING MANUFACTURER REQUIREMENTS. ENSURE MINIMUM AIR TERMINAL PROJECTION ABOVE OBJECTS IS 24".

LOCATE AIR TERMINALS AS SHOWN AT MINIMUM.

3 CONTRACTOR SHALL BOND TO BUILDING STEEL, ELECTRICAL SERVICE, WATER SERVICE, GAS SERVICE, AND OTHER PIPING SYSTEMS AS REQUIRED BY NFPA 70, NFPA 780, AND OTHER APPLICABLE CODES.

4 CONTRACTOR SHALL VERIFY STRUCTURAL MEMBER LOCATIONS.

5 CONTRACTOR SHALL VERIFY MECHANICAL EQUIPMENT LOCATIONS.

6 COORDINATE INSTALLATION OF LOOP CONDUCTOR WITH INCOMING UTILITIES. BARE COPPER COUNTERPOISE SHALL BE INSTALLED AT A MINIMUM DEPTH OF 30

INCHES, BURIED BETWEEN 3' AND 8' AWAY FROM THE BUILDING, AND HAVE NO BENDS LESS THAN 90 DEGREES.

7 COORDINATE DOWN CONDUCTORS WITH ALL INCOMING UTILITIES.

8 CONTRACTOR SHALL PROVIDE CONDUCTOR FROM ROOF CONDUCTOR TO GROUND ROD, ROUTE CONDUCTOR AROUND GUTTER, PARAPET WALL, AND/OR ROOF

EVE AND ALL INCOMING UTILITIES.

9 ALL CONNECTIONS AND EQUIPMENT BONDING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND NFPA 780.

10 BOND EXHAUST HOODS AND PIPES TO LIGHTNING PROTECTION CONDUCTOR.

11 CONTRACTOR SHALL PROVIDE 3/4" X 10'-0" COPPER CLAD STEEL GROUND RODS AT MINIMUM LOCATIONS SHOWN. GROUND RODS SHALL BE SPACED EVERY 50'

MAXIMUM.

12 MAINTAIN HORIZONTAL OR DOWNWARD COURSING OF MAIN CONDUCTOR AND ENSURE THAT ALL BENDS HAVE AT LEAST A 8" RADIUS AND DOES NOT EXCEED 90

DEGREES.

13 GROUND BARS TO BE ANCHORED AT INTERVALS NOT TO EXCEED 2'-0".

14 GROUND BARS SHALL BE PRE-DRILLED.

15 AIR TERMINALS SHALL BE BLUNT TIP TYPE.

16 PERIMETER COLUMNS SHALL BE BONDED TO COUNTERPOISE SYSTEM AT INTERVALS NOT EXCEEDING 60 FEET ON AVERAGE FOR BUILDING PERIMETER PER

NFPA 780-2020 SECTION 4.19.4. SIZE SHALL BE AS SHOWN ON EG601.

17 GROUNDING AND BONDING CONDUCTORS SHOULD NOT BE PLACED IN FERROUS METALLIC CONDUIT. IF NECESSARY TO PLACE GROUNDING AND BONDING

CONDUCTORS IN FERROUS METALLIC CONDUIT THAT EXCEEDS 3 FEET IN LENGTH, THE CONDUCTORS SHALL BE BONDED TO EACH END OF THE CONDUIT USING

A GROUNDING BUSHING OR A #6 AWG CONDUCTOR, MINIMUM.

18 EACH TELECOMMUNICATIONS GROUNDING AND BONDING CONDUCTOR SHALL BE LABELED. LABELS SHALL BE LOCATED ON CONDUCTORS AS CLOSE AS PRACTICABLE TO THEIR POINT OF TERMINATION IN A READABLE POSITION. LABELS SHALL BE NONMETALLIC AND SHALL BE IN ACCORDANCE WITH TIA 606. SEE

DETAIL 6/EG503.

19 PENETRATION OPENINGS THROUGH AIR BARRIERS SHALL COMPLY WITH THE BUILDING AIR BARRIER REQUIREMENTS. SEE ARCHITECTURAL SHEETS FOR AIR

BARRIER BOUNDARIES.

20 SUPPORT EXPOSED ROOF CABLES AS SHOWN IN APPLICABLE DETAILS AT 36" ON CENTER MAXIMUM.

21 BOND OBSTRUCTION LIGHTING CONDUIT (IF PRESENT) TO LIGHTNING PROTECTION SYSTEM AT EACH DOWN CONDUCTOR, CROSS CONDUCTOR LOCATION, AND/OR OBSTRUCTION LIGHT LOCATION. BONDING CONDUCTOR SHALL BE THE SAME SIZE AS THE LIGHTNING PROTECTION SYSTEM CONDUCTOR.

22 BOND PROTECTIVE BOLLARDS AROUND BUILDING PERIMETER TO COUNTERPOISE OR GROUNDED COLUMN WITH MINIMUM #6 AWG COPPER.

23 BOND ALL ROOF MOUNTED METALLIC PARTS AND EQUIPMENT TO THE LIGHTNING PROTECTION SYSTEM.

24 REFERENCE GROUNDING RISER ON SHEET EG601 FOR CONDUCTOR SIZES NOT LISTED AND ROUTING NOT SHOWN ON PLANS.

25 ROOF CONDUCTOR DEAD ENDS SHALL NOT EXCEED CONDUCTOR LENGTHS PERMITTED UNDER NFPA 780.

26 NOT ALL ELEMENTS (PARTICULARLY SIDEWALL ELEMENTS, SUCH AS INTAKE AND EXHAUST LOUVERS) ARE IDENTIFIED ON EG SHEETS FOR BONDING.

CONTRACTOR TO FIELD VERIFY LOCATIONS AND BOND ACCORDINGLY.

KEYED NOTES - EG100 SERIES SHEETS

1 SEE DETAIL 1/EG501.

2 SEE DETAIL 2/EG501.

3 APPROXIMATE LOCATION OF DOMESTIC WATER ENTRANCE TO FACILITY. COORDINATE WITH P-100 SERIES SHEETS TO BOND TO BUILDING

COUNTERPOISE SYSTEM.

4 APPROXIMATE LOCATION OF SANITARY SEWER ENTRANCE TO FACILITY. COORDINATE WITH P-100 SERIES SHEETS TO BOND TO BUILDING

COUNTERPOISE SYSTEM.

5 APPROXIMATE LOCATION OF FIRE WATER ENTRANCE TO FACILITY. COORDINATE WITH FX100 SERIES SHEETS TO BOND TO BUILDING

COUNTERPOISE SYSTEM.

6 APPROXIMATE LOCATION OF NATURAL GAS ENTRANCE TO FACILITY. COORDINATE WITH M-100 SERIES SHEETS TO BOND TO BUILDING

COUNTERPOISE SYSTEM.

7 GROUND CONDUCTORS SHALL BE ROUTED IN CONDUIT BETWEEN DEVICES.

8. CONNECT EGB TO MGB. SEE SHEET EG601 FOR SIZE.

9 BOND STRUCTURAL STEEL TO THE COUNTERPOISE SYSTEM.

10 CONCEAL DOWN CONDUCTORS WITHIN THE BUILDING. UTILIZE BUILDING STRUCTURAL STEEL AS THE DOWN CONDUCTOR. REFER TO

1/EG502 .

11 CONCEAL DOWN CONDUCTORS WITHIN THE BUILDING. REFER TO 3/EG502.

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1 2 3 4

CONFERENCE

100A

DIRECTOR OF

OPS

102F

COMMANDER

102E

FIRST SERGEANT

102D

SUPERINTENDENT

102C

RECEPTION/

WAITING

ORDERLY

CENTRAL

STORAGE

CLOSET

102G

2 9

RESOURCE

ADVISOR

102B

FUNCTIONAL

SYSTEM

MANAGER

102A

1 2 3 4

MEN

WOMEN

CARGO INBOUND

TOILET

MECHANICAL

100B

ELECTRICAL

COMM

SIPR

BREAK ROOM

LACTATION

READINESS

FLIGHT

SUPERVISOR

SECTION CHIEF

FLIGHT

COMMANDER

TRAINING B

CORRIDOR

MGB

TMGB

PLUMBING CHASE

109B

7 8.

US Army Corps of Engineers ®

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1/8" = 1'-0"1 GROUNDING PLAN - ADMIN NORTH

1/8" = 1'-0"2 GROUNDING PLAN - ADMIN SOUTH

PLAN NORTH

8'0 4' 16'

KEY PLAN

WAREHOUSE

SHIPPING /

RECEIVING

ADMIN

A L

I S

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FOR SUPPLEMENTAL LEGEND, GENERAL NOTES, AND KEYED NOTES, SEE SHEET EG001.

LIGHT FIXTURE

90° (PLAN NORTH)

180° 0°

270°

LIGHT FIXTURE

(LIGHT FIXTURE AIMING

ANGLE IS SHOWN AT 90°)

90°

0°

(PARALLEL TO GRADE)

US Army Corps of Engineers ®

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FLOODLIGHT AIMING SCHEDULE

LIGHT POLE

IDENTIFICATION

LIGHT FIXTURE

IDENTIFICATION

FIXTURE

SYMBOL

MOUNTING

HEIGHT

ORIENTATION

(DEGREES)

TILT

(DEGREES)

P-1 PL-1 PL 32' 135 0

P-2 PL-2 PL 32' 0 0

P-2 PL-3 PL 32' 90 0

P-2 PL-4 PL 32' 180 0

P-3 PL-5 PL 32' 270 0

N.T.S.1

FLOODLIGHT FIXTURE

HORIZONTAL AIMING DETAIL

N.T.S.2

FLOODLIGHT FIXTURE

VERTICAL AIMING (TILT) DETAIL

J J J J

E E

J J

EEEEE

M D

S-

E EJ J

-2

H -1

J J

E E E

DL DL DL

J J J

M C

P-

A-

UH-7

UH-2

UH-3

UH-4

UH-5

UH-6

3 4 5 6 7 8 9 10

SHIPPING/

RECEIVING

122 1

EP400

OHD-122F

CR-1 CR-2 CR-3 CR-4

G,WP

G,WPG,WPG,WPG,WPG,WPG,WP

NLGE-6 NLGE-4

ELECTRICAL

CARGO

OUTBOUND

WOOD SHOP

CDS-2

NLME-11NLME-9

NLME-7

RH-1

+204" AFF

RH-2

+204" AFF

NLGE-57

NLGE-59

W S-

S-

AC W

S- D

N H

D E-

8, N

-5

NLW-3

NLW-4,6

NLGE-39

7 N

E-

NLGE-51

NLW-2

COPIER

HVLS-2

NLME-21

DDC

TS-1

NLGE-63

E-

7 7

NLGE-8 NLGE-41

DL-122B DL-122D DL-122G

NLGE-27,29,31

-5 ,7

NLW

SPD

NLME-2

HVLS

CTLR

NLME-4

OHD-122GOHD-122D

NLGE-37

OHD-122C

NLGE-35

OHD-122B

NLGE-33

E-

,1 5, HVU-1

N H

M -1

9, ,2

HVLS-1

NLGE-9,11,13

NLGE-15,17,19

NLGE-55

NLGE-49

NLGE-12 NLGE-14 NLGE-16 NLGE-18

NLGE-61

NLW-1

E-

10 NLGE-2

HVU-1(SP) N

E-

WAP WAP WAP

WS-DC2

NLW-8,10,12

WS-MS

HVU-1

HVU-1(SP)

DL-122F

NLGE-21,23,25

US Army Corps of Engineers ®

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1/8" = 1'-0"1 POWER PLAN - SHIPPING / RECEIVING

PLAN NORTH

8'0 4' 16'

KEY PLAN

WAREHOUSE

SHIPPING /

RECEIVING

ADMIN

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FOR SUPPLEMENTAL LEGEND, GENERAL NOTES, AND KEYED NOTES, SEE SHEET EP001.

ELECTRICAL SERVICE RESPONSIBILITY TABLE

UTILITY * CONTRACTOR

MEDIUM VOLTAGE:

ALL CABLES AND TERMINATIONS

SERVICE TRANSFORMER

SERVICE TRANSFORMER PAD

LOW VOLTAGE:

TRANSFORMER SECONDARY CONDUCTORS

TRANSFORMER SECONDARY DUCT BANK

UTILITY KWH METER, CT'S, AND WIRING AT TRANSFORMER

KWH METER ENCLOSURE AND CONDUIT

X X

ALL TRENCHES AND CONDUITS

* CONTACT OPPD FOR COORDINATION WITH BASE UTILITY PROVIDER.

POC: DAVID ORTIZ (531-226-3396 / dtortiz@oppd.com).

SERVICE SWITCH

SERVICE SWITCH PAD

X X

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GENERAL NOTES - EP600-EP609 SHEETS

1 FAULT CURRENT AMP INTERRUPTING CAPACITIES ARE MINIMUM. IF STANDARD EQUIPMENT RATING IS GREATER, PROVIDE STANDARD RATING.

2 PROVIDE FULL LENGTH MINIMUM 100%-RATED NEUTRAL BAR AND A GROUNDING BAR IN EACH SECTION OF THE SWITCHBOARDS AND PANELBOARDS. PROVIDE MAIN BONDING JUMPER IN ACCORDANCE WITH NFPA 70 ARTICLE 250.

3 NOT ALL CIRCUITS ARE SHOWN ON ONE-LINE DIAGRAM. SEE PANEL SCHEDULES, EQUIPMENT CONNECTION SCHEDULE, AND LIGHTING AND POWER PLANS FOR ADDITIONAL INFORMATION.

4 PROVIDE CABLE REDUCING ADAPTERS AS NECESSARY TO ACCOMMODATE CONDUCTORS INCREASED IN SIZE TO MITIGATE VOLTAGE DROP.

5 NOT ALL INFORMATION SHOWN ON THIS DIAGRAM (SPARE CIRCUIT BREAKERS, LOCKABLE BREAKERS, GFI BREAKERS, MCB TRIP RATINGS, ETC.). REFERENCE PANEL SCHEDULES FOR ADDITIONAL INFORMATION.

6 FAULT CURRENTS LISTED ASSUME UTILITY CONTRIBUTION OF 4.1%Z AND 15,000AIC ON THE TRANSFORMER SECONDARY LUGS. CONTRACTOR TO COORDINATE AVAILABLE FAULT CURRENT WITH BASE UTILITY PROVIDER FOR USE WITH 26 28 01.00 10 STUDIES. CONTRACTOR SHALL ADJUST EQUIPMENT SHORT CIRCUIT RATINGS

ACCORDING TO STUDY RESULTS.

KEYED NOTES - EP600-EP609 SHEETS

1 PANELBOARD-MOUNTED BUILDING DIGITAL METER. PROVIDE 24 AWG, SHIELDED, TWISTED, 2 PAIR, RS-485 CABLE IN 1" EMT CONDUIT FROM BUILDING DIGITAL METER TO NEAREST DDC CONTROLLER FOR CONNECTION INTO DDC CONTROL LOOP. ALSO, PROVIDE 24 AWG, SHIELDED, TWISTED, 1 PAIR, RS-485 CABLE IN 1" EMT CONDUIT TO

THE NEAREST ENERGY MONITORING KWHR METER. SEE GENERAL NOTE 3 AND SPECIFICATIONS FOR ADDITIONAL METERING INFORMATION.

2 SEE TRANSFORMER SCHEDULE.

3 SEE PANEL SCHEDULE.

4 SEE ECB SCHEDULE.

5 PROVIDE RED LOCK-ON TYPE CIRCUIT BREAKER. PROVIDE A LABEL WITH THE FOLLOWING INSCRIPTION: "FIRE PROTECTION/LIFE SAFETY EQUIPMENT". CONSTRUCT AND FASTEN THE LABEL IDENTICAL TO THE PANEL NAMEPLATE, EXCEPT THE LABEL MUST BE RED LAMINATED PLASTIC WITH WHITE CENTER CORE.

6 PROVIDE 100%-RATED BUS AND MCB FOR THIS PANEL. MCB SHALL BE PROVIDED WITH GROUND FAULT PROTECTION.

7 SEE EG601 FOR GROUND CONDUCTOR SIZING.

8 SWITCHBOARD- OR PANELBOARD-MOUNTED ENERGY MONITORING KWHR METER. PROVIDE 24 AWG, SHIELDED, TWISTED, 1 PAIR, RS-485 CABLE IN 1" EMT CONDUIT BETWEEN BUILDING DIGITAL METER AND ENERGY MONITORING KWHR METERS. PROVIDE 277V:120V P.T.s AND XXA:5A C.T.s FOR EACH ENERGY MONITORING KWHR METER

WITH XXA = TO NEAREST FULL SCALE READING OF THE CIRCUIT BEING METERED. FOR EXAMPLE, 100A:5A FOR A 100A CIRCUIT, 200A:5A FOR A 200A CIRCUIT, ......ETC. SEE GENERAL NOTE 3 FOR METERING DESIGNATIONS. WHERE METERS ARE SHOWN ON SWITCHBOARDS, METERING EQUIPMENT SHALL BE LOCATED INSIDE THE SWITCHBOARD WITH EXTERNALLY-VISIBLE DISPLAYS. WHERE METERS ARE SHOWN ON PANELBOARDS, METERING EQUIPMENT ARE PERMITTED TO BE LOCATED IMMEDIATELY ADJACENT TO THE PANEL.

9 PROVIDE A LABEL WITH THE FOLLOWING INSCRIPTION: "FIRE PROTECTION/LIFE SAFETY EQUIPMENT". LABEL SHALL BE RED LAMINATED PLASTIC WITH WHITE CENTER CORE.

10 SPARE DEDICATED FOR FUTURE NORTHERN EXPANSION.

11 CIRCUITS ARE ASSUMED TO BE ROUTED UNDERGROUND OR IN A SPACE WHERE THE AMBIENT TEMPERATURE DOES NOT EXCEED 30°C (86°F) FOR GREATER THAN THE DISTANCE IDENTIFIED IN THE NFPA 70 SECTION 310.15(A)(2) EXCEPTION. THE CIRCUITS ARE ALSO ASSUMED TO HAVE A ROUTING PATH NOT REQUIRING A SEALOFF DUE

TO HAZARDOUS ZONE. SHOULD THE CONDUCTOR ROUTING LENGTH IN EXCESS OF THIS DISTANCE IN AN ENVIRONMENT EXCEEDING 30°C (86°F) OR TAKE A PATH REQUIRING A SEALOFF, THE CONTRACTOR SHALL CONSULT THE COR FOR NEW CONDUCTOR AND CONDUIT SIZES AND INSTALL THE NEW SIZE AT NO ADDITIONAL COST TO THE

GOVERNMENT.

12 SEE EG601 FOR ADDITIONAL CONNECTIONS.

ELECTRICAL METER DESIGNATIONS

ABBR. DESCRIPTION

# SPARE LOADS, TYPE TO BE PROGRAMMED LATER (PROGRAM AS 'O' IN INITIAL INSTALLATION).

F FIRE ALARM/RELEASING SERVICES/MNS/PA LOADS

G PROCESS/PLUG LOADS

H HVAC LOADS

L INTERIOR LIGHTING LOADS

M MAIN METER

O OTHER LOADS

T TELECOMMUNICATIONS LOADS

X EXTERIOR LIGHTING LOADS

TRANSFORMER SCHEDULE GENERAL NOTES

1 CONTRACTOR SHALL SIZE THE TRANSFORMER OVERCURRENT PROTECTION (INCLUDING DEVICE FRAME) PER SPECIFICATION 26 28 01.00 10 RECOMMENDATIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.

2 BOND TRANSFORMER TO BUILDING STEEL WITH GROUNDING ELECTRODE SHOWN IN SCHEDULE.

3 WHERE FEEDERS HAVE BEEN INCREASED IN SIZE TO ACCOUNT FOR VOLTAGE DROP AND/OR AMPACITY CORRECTION FACTORS TO THE DEGREE THAT THE FEEDERS ARE LARGER THAN THE EQUIPMENT TERMINALS, PROVIDE APPROPRIATELY-SIZED CABLE REDUCING ADAPTERS.

4 TRANSFORMER SCHEDULE DOES NOT INCLUDE DRIVE ISOLATION TRANSFORMERS.

5 ENCLOSURE RATINGS LISTED ARE MINIMUM RATINGS WITH RESPECT TO DUST AND LIQUID INGRESS.

OIL-FILLED TRANSFORMER SCHEDULE

TAG

SIZE

(kVA) LOCATION

PRIMARY SECONDARY

MOUNTING

LOCATION

ENCLOSURE

RATING

(MINIMUM) REMARKSSYSTEM AMPS OCP CIRCUIT MCIT CCC ATZ

CKT

NOTES SYSTEM AMPS CIRCUIT(S) MCIT CCC NLL ATZ

CKT

NOTES

MIN. GND

ELECTRODE

SERVICE

XFMR

500 SEE SITE PLAN 13800V 23 A BY OPPD CONDUCTORS BY OPPD

CONDUIT BY THIS CONTRACT

-- -- -- -- 480Y/277V 601 A 2 SETS [4-350KCMIL, 3-1/2"C] 90 3 No 2^ -- 2/0 GROUND NEMA 3R

DRY-TYPE TRANSFORMER SCHEDULE

TAG

SIZE

(kVA) LOCATION

SUPPLY

FROM

PRIMARY SECONDARY

MOUNTING LOCATION

ENCLOSURE

RATING

(MINIMUM)

HARMONIC

TREATMENT REMARKSVOLTS AMPS SYSTEM AMPS CIRCUIT MCIT CCC NLL ATZ

CKT

NOTES

MIN. GND

ELECTRODE

SYS. BOND.

JUMPER

NTF 15 ELECTRICAL 118 NHDW 480V 18 A 208Y/120V 42 A 4-#4, #8 SSBJ, 1-1/4"C 75 4 Yes 0 -- #8 #8 WALL/ELEVATED NEMA 1 K-1

NTGE 75 ELECTRICAL 126 NHDE 480V 90 A 208Y/120V 208 A 4-400KCMIL, 1/0 SSBJ, 3-1/2"C 75 4 Yes 0 -- 1/0 1/0 FLOOR/CONCRETE PAD NEMA 1 K-1 NTGW 75 ELECTRICAL 118 NHDW 480V 90 A 208Y/120V 208 A 4-400KCMIL, 1/0 SSBJ, 3-1/2"C 75 4 Yes 0 -- 1/0 1/0 FLOOR/CONCRETE PAD NEMA 1 K-1 NTME 30 ELECTRICAL 126 NHDE 480V 36 A 208Y/120V 83 A 4-#1, #6 SSBJ, 2"C 75 3 No 0 -- #6 #6 WALL/ELEVATED NEMA 1 K-1 NTMW 30 ELECTRICAL 118 NHDW 480V 36 A 208Y/120V 83 A 4-#1, #6 SSBJ, 2"C 75 3 No 0 -- #4 #4 WALL/ELEVATED NEMA 1 K-1

NTT 30 ELECTRICAL 118 NHDW 480V 36 A 208Y/120V 83 A 3-#1, 4/0 N, #6 SSBJ, 2"C 75 4 Yes 0 -- #6 #6 FLOOR/CONCRETE PAD NEMA 1 K-4 NTW 30 ELECTRICAL 126 NHDE 480V 36 A 208Y/120V 83 A 4-#1, #6 SSBJ, 2"C 75 4 Yes 0 -- #6 #6 FLOOR/CONCRETE PAD NEMA 1 K-1

ENCLOSED CIRCUIT BREAKER SCHEDULE

NAME LOCATION SUPPLY FROM VOLTS

EQUIPMENT PROPERTIES DOWNSTREAM CIRCUIT PROPERTIES

CKT

NOTES REMARKSENCLOSURE

FAULT

DUTY (MIN.)

EQPT

FRAME

RATING METER

SVC SSCB CIRCUIT MCIT CCC NLL ATZ

ECB-NLMW ELECTRICAL 118 118 XFMR NTMW 208 V NEMA 1 10kAIC 100 A 100 A No Std Yes 4-#1, #8 G, 2"C 75 3 No 2 -- ECB-NLT ELECTRICAL 118 118 XFMR NTT 208 V NEMA 1 10kAIC 100 A 100 A No Std Yes 3-#1, 4/0 N, #8 G, 2"C 75 4 Yes 0 -- ECB-NLW ELECTRICAL 126 126 XFMR NTW 480 V NEMA 1 10kAIC 100 A 100 A No Std Yes 4-#1, #8 G, 2"C 75 4 Yes 0 --

ENCLOSED CIRCUIT BREAKER NOTES

1. SEE "PANEL SCHEDULE KEY" FOR HEADINGS DEFINITIONS, INSTRUCTIONS, AND NOTES.

2. SEE "ELECTRICAL PANEL/SWITCHBOARD/TRANSFORMER SCHEDULE CIRCUIT NOTES" FOR "CKT NOTES".

3. WHERE NEUTRAL CONDUCTOR IS PROVIDED, THE NEUTRAL SHALL BE SWITCHED.

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E.Q. I.D. TAG DESCRIPTION LOCATION VOLTS PH HP FLA MCA

PKG

UNIT

NEMA

ENCL.

DISCONNECT STARTER

PNL-CKT

COORDINATING DOCUMENTS

REMARKS BASIS OF DESIGNTYPE SIZE FUSE TYPE SIZE SPECIFICATION(S) SHEET(S)

ACCU-1 AIR COOLED CONDENSING UNIT EXTERIOR NEAR 116 FLIGHT COMMANDER 480 V 3 10 HP 17.6 A 22.0 A Yes 3R SPST 30 A F -- -- NHM-8,10,12 23 81 00 M-602 NOTES 6 AND 12. MITSUBISHI TUHYP144 AHU-1 (1) AIR HANDLING UNIT CIRCUIT 1: SUPPLY FAN MOTOR 120 MECHANICAL 480 V 3 5 HP 7.6 A 9.5 A Yes 1 CB -- -- VFD -- NHM-1,3,5 23 30 00 M-601 NOTE 7. TRANE PERFORMANCE CLIMATE CHANGER AIR HANDLER CSAA SIZE 008 AHU-1 (2) AIR HANDLING UNIT CIRCUIT 2: EXHAUST FAN MOTOR 120 MECHANICAL 480 V 3 3 HP 4.8 A 6.0 A Yes 1 CB -- -- VFD -- NHM-7,9,11 23 30 00 M-601 NOTE 7. TRANE PERFORMANCE CLIMATE CHANGER AIR HANDLER CSAA SIZE 008 B-1 BOILER 120 MECHANICAL 120 V 1 -- 3.3 A 4.2 A Yes 1 SM -- -- -- -- NLMW-10 23 52 00 M-602 LOCHINVAR KNIGHT KHB199 CDS-1 DUCTLESS SPLIT SYSTEM CONDENSOR EXTERIOR NEAR 114 FLIGHT SUPERVISOR 208 V 1 -- 12.4 A 13.0 A Yes 3R SPST 30 A -- -- -- NLMW-20,22 23 81 00 M-601 SUPPLIES POWER TO DS-1. NOTE 6. MITSUBISHI MR SLIM MUZ-GL12NA-U1 CDS-2 DUCTLESS SPLIT SYSTEM CONDENSOR 122 SHIPPING / RECEIVING 208 V 1 -- 12.4 A 13.0 A Yes 1 SPST 30 A -- -- -- NLT-5,7 23 81 00 M-601 SUPPLIES POWER TO DS-2. MITSUBISHI MR SLIM MUZ-GL12NA-U1 CDS-3 DUCTLESS SPLIT SYSTEM CONDENSOR 121 WAREHOUSE 208 V 1 -- 12.4 A 13.0 A Yes 1 SPST 30 A -- -- -- NLME-10,12 23 81 00 M-601 SUPPLIES POWER TO DS-3. MITSUBISHI MR SLIM MUZ-GL12NA-U1 CDS-4 DUCTLESS SPLIT SYSTEM CONDENSOR 121 WAREHOUSE 208 V 1 -- 12.4 A 13.0 A Yes 1 SPST 30 A -- -- -- NLME-6,8 23 81 00 M-601 SUPPLIES POWER TO DS-4. MITSUBISHI PEAD/PUZ-A18 CH-1 CABINET HEATER 100B VESTIBULE 208 V 1 -- 11.5 A 14.4 A Yes 1 SM(2P) -- -- -- -- NLMW-7,9 23 30 00 M-603 TRANE FFJ0202 CH-2 CABINET HEATER 100A VESTIBULE 208 V 1 -- 11.5 A 14.4 A Yes 1 SM(2P) -- -- -- -- NLMW-11,13 23 30 00 M-603 TRANE FFJ0202 CP-1 CONDENSATE PUMP 118 ELECTRICAL 208 V 1 -- 0.1 A 0.2 A Yes 1 SM(2P) -- -- -- -- NLMW-20,22 23 81 00 M-601 SUPPLY CIRCUIT FROM CDS-3. NOTE 5. SAUERMANN Si-30 MINI CONDENSATE REMOVAL PUMP CP-2 CONDENSATE PUMP 117 COMM 208 V 1 -- 0.1 A 0.2 A Yes 1 SM(2P) -- -- -- -- NLT-5,7 23 81 00 M-601 SUPPLY CIRCUIT FROM CDS-3. NOTE 5. SAUERMANN Si-30 MINI CONDENSATE REMOVAL PUMP CP-3 CONDENSATE PUMP 126 ELECTRICAL 208 V 1 -- 0.1 A 0.2 A Yes 1 SM(2P) -- -- -- -- NLME-10,12 23 81 00 M-601 SUPPLY CIRCUIT FROM CDS-3. NOTE 5. SAUERMANN Si-30 MINI CONDENSATE REMOVAL PUMP CP-4 CONDENSATE PUMP 125 CARGO OUTBOUND 208 V 1 -- 0.1 A 0.2 A Yes 1 SM(2P) -- -- -- -- NLME-6,8 23 81 00 M-601 SUPPLY CIRCUIT FROM CDS-3. NOTE 5. SAUERMANN Si-30 MINI CONDENSATE REMOVAL PUMP DA-1 EXHAUST FAN INTAKE DAMPER ACTUATOR 120 MECHANICAL 120 V 1 -- 0.5 A 0.6 A Yes 1 SM -- -- -- -- NLMW-2 23 09 13 -- JOHNSON CONTROLS M9220 BAx DA-2 DAMPER ACTUATOR (NORMAL) 120 MECHANICAL 120 V 1 -- 0.5 A 0.6 A Yes 1 SM -- -- -- -- NLMW-2 23 09 13 -- JOHNSON CONTROLS M9220 BAx DA-3 DAMPER ACTUATOR (NORMAL) 109B PLUMBING CHASE 120 V 1 -- 0.5 A 0.6 A Yes 1 SM -- -- -- -- NLMW-1 23 09 13 -- JOHNSON CONTROLS M9220 BAx DA-4 EXHAUST FAN INTAKE DAMPER ACTUATOR 120 MECHANICAL 120 V 1 -- 0.5 A 0.6 A Yes 1 SM -- -- -- -- NLMW-2 23 09 13 -- JOHNSON CONTROLS M9220 BAx DA-5 EXHAUST FAN INTAKE DAMPER ACTUATOR 120 MECHANICAL 120 V 1 -- 0.5 A 0.6 A Yes 1 SM -- -- -- -- NLMW-2 23 09 13 -- JOHNSON CONTROLS M9220 BAx DA-6 EXHAUST FAN INTAKE DAMPER ACTUATOR 125 CARGO OUTBOUND 120 V 1 -- 0.5 A 0.6 A Yes 1 SM -- -- -- -- NLME-2 23 09 13 -- JOHNSON CONTROLS M9220 BAx DL-122B DOCK LEVELER 122 SHIPPING / RECEIVING PLATFORM 208 V 3 1 1/4 HP 3.2 A 4.1 A Yes 3R SPST 30 A -- -- -- NLGE-9,11,13 11 13 19.13 -- NOTES 2 AND 8. MCGUIRE AUTODOL H SERIES DL-122D DOCK LEVELER 122 SHIPPING / RECEIVING PLATFORM 208 V 3 1 1/4 HP 3.2 A 4.1 A Yes 3R SPST 30 A -- -- -- NLGE-15,17,19 11 13 19.13 -- NOTES 2 AND 8. MCGUIRE AUTODOL H SERIES DL-122F EDGE DOCK LEVELER 122 SHIPPING / RECEIVING PLATFORM 208 V 3 1 HP 3.2 A 4.1 A Yes 3R SPST 30 A -- -- -- NLGE-21,23,25 11 13 19.13 -- NOTES 2 AND 8. MCGUIRE AUTODOL HED SERIES DL-122G DOCK LEVELER 122 SHIPPING / RECEIVING PLATFORM 208 V 3 1 1/4 HP 3.2 A 4.1 A Yes 3R SPST 30 A -- -- -- NLGE-27,29,31 11 13 19.13 -- NOTES 2 AND 8. MCGUIRE AUTODOL H SERIES DS-1 DUCTLESS SPLIT SYSTEM 118 ELECTRICAL 208 V 1 -- 0.8 A 1.0 A Yes 1 SM(2P) -- -- -- -- NLMW-20,22 23 81 00 M-601 SUPPLY CIRCUIT FROM CDS-1. NOTE 5. MITSUBISHI MR SLIM MSZ-GL12NA-U1 DS-2 DUCTLESS SPLIT SYSTEM 117 COMM 208 V 1 -- 0.8 A 1.0 A Yes 1 SM(2P) -- -- -- -- NLT-5,7 23 81 00 M-601 SUPPLY CIRCUIT FROM CDS-2. NOTE 5. MITSUBISHI MR SLIM MSZ-GL12NA-U1 DS-3 DUCTLESS SPLIT SYSTEM 126 ELECTRICAL 208 V 1 -- 0.8 A 1.0 A Yes 1 SM(2P) -- -- -- -- NLME-10,12 23 81 00 M-601 SUPPLY CIRCUIT FROM CDS-3. NOTE 5. MITSUBISHI MR SLIM MSZ-GL12NA-U1 DS-4 DUCTLESS SPLIT SYSTEM 125 CARGO OUTBOUND 208 V 1 -- 1.6 A 2.0 A Yes 1 SM(2P) -- -- -- -- NLME-6,8 23 81 00 M-601 SUPPLY CIRCUIT FROM CDS-4. NOTE 5. MITSUBISHI PEAD/PUZ-A18 EF-1 EXHAUST FAN ROOF ABOVE 120 MECHANICAL 120 V 1 1/4 HP 5.8 A 7.3 A No 3R SPST 30 A -- FNVR 00 NLMW-4 23 30 00 M-601 NOTE 6. GREENHECK CUE-141-VG EF-2 EXHAUST FAN ROOF ABOVE 109B PLUMBING CHASE 120 V 1 1/40 HP 0.2 A 0.2 A No 3R SPST 30 A -- FNVR 00 NLMW-3 23 30 00 M-601 NOTE 6. GREENHECK CUE-090-E EWC-1 ELECTRIC WATER COOLER 100 CORRIDOR 120 V 1 -- 6.0 A 7.5 A Yes 1 REC -- -- -- -- NLGW-31 22 00 00 P-601 ELKAY EZSTL8WSLK FLC-1 FORKLIFT CHARGER 121 WAREHOUSE 480 V 3 -- 22.0 A 27.5 A Yes 1 SPST 30 A F -- -- NHDE-25,27,29 26 20 00 -- ECLIPSE II PLUS OPPORTUNITY BATTERY CHARGER (UP TO 22A INPUT) FLC-2 FORKLIFT CHARGER 121 WAREHOUSE 480 V 3 -- 22.0 A 27.5 A Yes 1 SPST 30 A F -- -- NHDE-31,33,35 26 20 00 -- ECLIPSE II PLUS OPPORTUNITY BATTERY CHARGER (UP TO 22A INPUT) FLC-3 FORKLIFT CHARGER 121 WAREHOUSE 480 V 3 -- 22.0 A 27.5 A Yes 1 SPST 30 A F -- -- NHDE-37,39,41 26 20 00 -- ECLIPSE II PLUS OPPORTUNITY BATTERY CHARGER (UP TO 22A INPUT) GFT-1 GLYCOL FEEDER 120 MECHANICAL 120 V 1 1/3 HP 7.2 A 9.0 A Yes 1 REC -- -- -- -- NLMW-12 23 25 00 M-502

M-602

NEMA 5-15. NEPTUNE G-50-1A

GWH-1 GAS WATER HEATER 120 MECHANICAL 120 V 1 -- 2.5 A 3.1 A Yes 1 REC -- -- -- -- NLMW-18 22 00 00 P-601 NEMA 5-15. LOCHINVAR SHIELD SNR126-065 HD-1 HAND DRYER 107 MEN 120 V 1 -- 12.2 A 15.3 A Yes 1 CB -- -- -- -- NLGW-25 10 28 13 -- NOTE 2. LOCKABLE CB IAW NFPA 70 §422.31. XLERATOR 20XLT0948 HD-2 HAND DRYER 107 MEN 120 V 1 -- 12.2 A 15.3 A Yes 1 CB -- -- -- -- NLGW-27 10 28 13 -- NOTE 2. LOCKABLE CB IAW NFPA 70 §422.31. XLERATOR 20XLT0948 HD-3 HAND DRYER 111 WOMEN 120 V 1 -- 12.2 A 15.3 A Yes 1 CB -- -- -- -- NLGW-35 10 28 13 -- NOTE 2. LOCKABLE CB IAW NFPA 70 §422.31. XLERATOR 20XLT0948 HD-4 HAND DRYER 123 TOILET 120 V 1 -- 12.2 A 15.3 A Yes 1 CB -- -- -- -- NLGW-39 10 28 13 -- NOTE 2. LOCKABLE CB IAW NFPA 70 §422.31. XLERATOR 20XLT0948 HVLS-1 HIGH VOLUME LOW SPEED FAN 122 SHIPPING / RECEIVING 480 V 3 1 HP 4.3 A 5.4 A Yes 1 SPST 30 A -- -- -- NHM-13,15,17 23 30 00 M-602 NOTE 8. MACROAIR MY18-0100-MA HVLS-2 HIGH VOLUME LOW SPEED FAN 122 SHIPPING / RECEIVING 480 V 3 1 HP 4.3 A 5.4 A Yes 1 SPST 30 A -- -- -- NHM-19,21,23 23 30 00 M-602 NOTE 8. MACROAIR MY18-0100-MA HVU-1 HEATING AND VENTILATION UNIT 122 SHIPPING / RECEIVING 208 V 3 7.5 HP 21.1 A 28.8 A Yes 1 SPST 60 A -- VFD -- NLME-13,15,17 23 30 00 M-601 NOTES 2, 3, AND 11. RUPP AIR R2-IBT-300-20D HVU-1(SP) HEATING AND VENTILATION UNIT 122 SHIPPING / RECEIVING 120 V 1 -- 8.3 A 10.5 A Yes 1 SPST 30 A -- -- -- NLME-19 23 30 00 M-601 NOTES 2 AND 13. RUPP AIR R2-IBT-300-20D HWP-1 HOT WATER PUMP 120 MECHANICAL 480 V 3 3/4 HP 1.6 A 2.0 A No 1 SPST 30 A -- FVNR 00 NHM-2,4,6 23 52 00 M-602 BELL & GOSSETT E-90 M2(115) REFRIGERATOR 115 BREAK ROOM 120 V 1 -- 15.0 A 18.8 A Yes 1 REC -- -- -- -- NLGW-18 FF&E -- GE PFE28KSKSS M5(115) MICROWAVE 115 BREAK ROOM 120 V 1 -- 14.5 A 18.1 A Yes 1 REC -- -- -- -- NLGW-20 FF&E -- GE JES1657SMSS M6(113) REFRIGERATOR (UNDER COUNTER) 113 LACTATION 120 V 1 -- 8.2 A 10.3 A Yes 1 REC -- -- -- -- NLGW-10 FF&E -- GE GDE03GLKLB M8(113) MICROWAVE 113 LACTATION 120 V 1 -- 9.3 A 11.6 A Yes 1 REC -- -- -- -- NLGW-8 FF&E -- GE JEM3072SHSS OHD-122B OVERHEAD DOOR 122B 122 SHIPPING / RECEIVING 120 V 1 3/4 HP 13.8 A 17.3 A Yes 1 SPST 30 A -- -- -- NLGE-33 08 36 13 -- NOTE 8. SECTION 08 36 13 OHD-122C OVERHEAD DOOR 122C 122 SHIPPING / RECEIVING 120 V 1 3/4 HP 13.8 A 17.3 A Yes 1 SPST 30 A -- -- -- NLGE-35 08 36 13 -- NOTE 8.

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