Pages from 20241108_USDA_DFRC_RTA_Dwgs_V3_3.pdf

PDF 6 MB Posted

Attached to
CANCELED - USDA Dairy Forage Research Center (DFRC)
Solicitation number
W9128F25R0014
Issued by

About this file

This file contains architectural and engineering drawings for various areas of the USDA Dairy Forage Research Center (DFRC) construction project, including Areas B12.1 (Connector), B12.2 (Connector and Sorting), B13 (Milk House), and B14 (unspecified area). The drawings include detailed structural, mechanical, electrical, plumbing, and telecommunications plans.

The drawings specify construction details such as foundation footings, wall sections, pipe bollards, floor plans, elevations, and building system layouts. Key features include concrete foundations with specified reinforcement patterns, pre-engineered metal building components, operable sidewall curtains, ridge ventilators, and specialized equipment for the milk house including bulk milk tanks, vacuum pumps, and plate coolers. Area B14 includes fuel tank installations with containment systems. Technical specifications cover items like floor control joints at 15'-0" O.C., broom finish requirements for floors, and building systems such as plumbing, HVAC, and electrical configurations. The drawings provide comprehensive construction guidance for these interconnected agricultural facility components that are part of the larger DFRC project.

View the file

Other files

File Type Posted
W9128F25R0014 Amendment 16 - 09.09.2025.pdf PDF
W9128F25R0014 Amendment 15 - 07.22.2025.pdf PDF
Am_0015_Dwgs_ARS01.pdf PDF
W9128F25R0014 Conformed thru Amd 15 - 07.22.2025.pdf PDF
JA_CECT-NWO-25-15_DFRC_Calan Feeding System_Redacted.pdf PDF
W9128F25R0014 Conformed thru Amd 14 - 07.11.2025.pdf PDF
W9128F25R0014 Amendment 14 - 07.11.2025.pdf PDF
W9128F25R0014 Amendment 13 - 07.10.2025.pdf PDF
Am_0013_Specs_ARS01.pdf PDF
W9128F25R0014 Conformed thru Amd 13 - 07.10.2025.pdf PDF
Am_0013_Dwgs_ARS01.pdf PDF
Am_0012_Specs_ARS01.pdf PDF
Am_0012_Dwgs_ARS01.pdf PDF
W9128F25R0014 Amendment 12 - 06.16.2025.pdf PDF
W9128F25R0014 Conformed thru Amd 12 - 06.16.2025.pdf PDF
W9128F25R0014 Amendment 11 - 06.06.2025.pdf PDF
W9128F25R0014 Conformed thru Amd 11 - 06.06.2025.pdf PDF
Am_0011_Dwgs.pdf PDF
Am_0010_Specs.pdf PDF
W9128F25R0014 Conformed thru Amd 10 - 05.30.2025.pdf PDF
Am_0010_Dwgs.pdf PDF
W9128F25R0014 Amendment 10 - 05.30.2025.pdf PDF
W9128F25R0014 Conformed thru Amd 09 - 05.23.2025.pdf PDF
Am_0009_Dwgs_ARS01.pdf PDF
W9128F25R0014 Conformed thru Amd 09 - 05.23.2025.pdf PDF
W9128F25R0014 Amendment 09 - 05.23.2025.pdf PDF
Am_0009_Specs_ARS01.pdf PDF
Am_0008_Specs_ARS01.pdf PDF
Am_0008_Dwgs_ARS01.pdf PDF
W9128F25R0014 Amendment 08 - 05.16.2025.pdf PDF
Site Visit_24 Apr 2025_Sign in Sheet.jpg JPG image
W9128F25R0014 Conformed thru Amd 08 - 05.16.2025.pdf PDF
W9128F25R0014_Conformed Amd 07 - 04.01.2025.pdf PDF
Amendment 07 - Ad_0007_Drawings_04.01.2025.pdf PDF
Amendment 07 - Ad_0005_Drawings_04.01.2025.pdf PDF
Amendment 07 - Ad_0006_Drawings_04.01.2025.pdf PDF
W9128F25R0014 Amendment 07 - 04.01.2025.pdf PDF
Amendment 07 - Ad_0011_Drawings_04.01.2025.pdf PDF
Amendment 07 - Ad_0008_Drawings_04.01.2025.pdf PDF
Amendment 07_Specifications_04.01.2025.pdf PDF
Amendment 07 - Ad_0003_Drawings_04.01.2025.pdf PDF
W9128F25R0014_CONFORMED THROUGH Amd 07 - 04.01.2025.pdf PDF
Amendment 07 - Ad_0010_Drawings_04.01.2025.pdf PDF
Amendment 07 - Ad_0009_Drawings_04.01.2025.pdf PDF
Amendment 07 - Ad_0002_Drawings_04.01.2025.pdf PDF
Amendment 07 - Ad_0004_Drawings_04.01.2025.pdf PDF
W9128F25R0014-0006_Dairy Forage_02.14.2025.pdf PDF
W9128F25R0014 - Amendment 0005 - 20250114.pdf PDF
Site Visit Sign in Sheet.pdf PDF
W9128F25R0014 - Amendment 0004 - 20241223.pdf PDF
Show 40 more

Latest 50 of 94 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

B12.1.A B12.1.B

B12.1.1

B12.1.2

B12.1.3

B12.1.4

B12.1.5

14' - 0"

0'

0"

1' - 0" 1' - 0"

S-301-B12.1

S-301-B12.1

FOUNDATION WALL

B13.1

B13.3

B13.2

B13.C

M

AT

C H

LI

N

E

- B

MATCHLINE - B6

MATCHLINE - B4

B6.F

B4.J

B4.2

S-302-B12.1

S-302-B12.1

+24"

+24"

+24"

+24"

FOOTING OUT TO OUT

14' - 6"

3"3"

1'

0" 1'

0"

1'

0" 1'

0"

S-501-B12.1

S-501-B12.1

S-501-B12.1

S-501-B12.1

B6.F

B4.1

B4.K

B4.2 1'

6" 1'

6"

1'

6" 1'

6"

S-301-B12.1

S-301-B12.1

S-501-B12.1

B5.1

B5.2

B5.1

B5.2

B5.A

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:0

AM

S-101-B12.1

ST

R

U C

TU

R

AL

F

O O

TI

N

G A

N D

F O

U N

D

AT

IO

N

P

LA

N

AR

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

1/8" = 1'-0"1

STRUCTURAL FOOTING AND FOUNDATION

PLAN - AREA B12.1 - CONNECTOR

R

TA

/0

8/

B12.1.2

B12.1.3

B12.1.4

B12.1.5

0'

0"

14' - 0"

S-301-B12.1

S-301-B12.1

6" CONCRETE FLOOR

B13.1

B13.3

B13.2

B13.C

MATCHLINE - B6

M

AT

C H

LI

N

E

- B

MATCHLINE - B4

B6.F

B4.1

B4.J

B4.2

S-302-B12.1

S-302-B12.1

1' - 0" 1' - 0"

+0"

+0"+1.5"

+0"+1.5"

+0"

SLOPE DOWN

SLOPE DOWN

SLOPE DOWN

FLUSH FLUME OPENING

S-501-B12.1

B6.F

B4.1

B4.K

B4.2

9"

S-301-B12.1

S-301-B12.1

FL

U

M E

O

PE

N

IN

G

B5.1

B5.2

B5.1

B5.2

B5.A

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:0

AM

S-102-B12.1

ST

R

U C

TU

R

AL

C

O N

C R

ET

E

PL

AN

AR

EA

B

.1

C

O N

N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1 1/8" = 1'-0"1

STRUCTURAL CONCRETE PLAN - AREA

B12.1 - CONNECTOR

GENERAL NOTES:

1.

2.

3.

PROVIDE FLOOR CONTROL JOINTS @

MAXIMUM 15'-0" O.C.

PROVIDE BROOM FINISH ON ALL FLOORS

SEE EQUIPMENT DRAWINGS FOR POST

LOCATIONS

R

TA

/0

8/

LEVEL 0 B12.1 T.O.

FLUSH FLUME

865' - 4"

LEVEL -1 B12.1 T.O.

FOOTING

861' - 4"

B12.1.AB12.1.B

LEVEL 1 B12.1 T.O. CURB

867' - 4"

6" CONCRETE FLOOR W/ #5 BARS

@ 18" O.C. BOTH WAYS CENTERED IN SLAB

CONCRETE FOUNDATION

3"3"

1' - 6"

6" CONCRETE OVER

4" SAND BASE

FLUSH FLUME

LEVEL 0 B12.1 T.O.

FLUSH FLUME

865' - 4"

LEVEL -1 B12.1 T.O.

FOOTING

861' - 4"

B12.1.AB12.1.B

LEVEL 1 B12.1 T.O. CURB

867' - 4"

1' - 6" 1' - 6"

3"3"3" 3"

6" CONCRETE FLOOR W/ #5 BARS

@ 18" O.C. BOTH WAYS CENTERED IN SLAB

CONCRETE FOUNDATION

EXTEND FOUNDATION AND FOOTING CROSS

WALL @ EACH COLUMN LOCATION

1' - 0"12' - 0"1' - 0"

6” CONCRETE OVER

4” SAND BASE

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:0

AM

S-301-B12.1

FO

U

N D

AT

IO

N S

EC

TI

O N

S

- A

R

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

3/8" = 1'-0"1

FOUNDATION SECTION - AREA B12.1 -

CONNECTOR

3/8" = 1'-0"2

FOUNDATION SECTION - AREA B12.1 -

CONNECTOR

R

TA

/0

8/

865' - 4"

LEVEL -1 B12.1 T.O.

FOOTING

861' - 4"

B12.1.1B12.1.2B12.1.3B12.1.4B12.1.5

LEVEL 1 B12.1 T.O. CURB

867' - 4"

6" CONCRETE FLOOR W/ #5 BARS @ 18"

O.C. BOTH WAYS CENTERED IN SLAB

CONCRETE FOUNDATION

100' - 0"

4" THICK SAND BASE

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:0

AM

S-302-B12.1

FO

U

N D

AT

IO

N S

EC

TI

O N

S-

LO

N G

IT

U

D

IN

AL

AR

EA

B1 2.

- C

O N

N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

1/8" = 1'-0"1

FOUNDATION SECTIONS-LONGITUDINAL -

AREA B12.1 - CONNECTOR

R

TA

/0

8/

#3 TIES @ 9" O.C.

FOUR #6 BARS

FOUR #6

HOOK BARS

#5 BARS @ 7" O.C.,

2 MATTS

#5 BARS @ 7" O.C.,

2 ,MATTS

20"

9"

6'

0" 1'

0"

1' - 6"

3" C

O

VE

R

BOTH SIDES

1 1/2" COVER

1' - 0"

BOTH SIDES

1 1/2" COVER

FOUR #6 BARS

#3 TIES @ 9" O.C.

9"

BO

TH

S

ID

ES

1/ 2"

C O

VE

R

1'

0"

#6 HOOK BARS

@ 7" O.C.

#5 BARS @ 12" O.C.,

2 MATTS

#5 BARS @ 12" O.C.,

2 MATTS

#5 BARS @ 7" O.C.,

2 MATTS

#5 BARS @ 7" O.C.,

2 ,MATTS

6'

0" 1'

0"

3" C

O

VE

R

BOTH SIDES

1 1/2"

1' - 0"

1' - 6" BOTH SIDES

1 1/2" COVER

36"

9"

LEVEL 0 B12.1 T.O.

FLUSH FLUME

865' - 4"

B12.1.B

LEVEL 1 B12.1 T.O. CURB

867' - 4"

1 1/2" 7 1/2"

1' - 0"

CONCRETE COVER

4" MIN

9"

1/

2"

VA

R

IE

S

W

IT

H F

LU

SH

F

LU

M E

SL

O

PE

FL

U

SH

F

LU

M

E

FO

U N

D

AT

IO

N

D

EP

TH

#4 BARS

6" GRANNULAR BASE

SEE CIVIL DRAWINGS FOR

PIPE SIZE AND DEPTH

GUTTER GRATES - GRATE ROD SPACING @ 2" O.C., 5/8" ⌀ ROD;

CROSS ROD SPACING @ 16" O.C., 3/4" ⌀ ROD.

#5 BARS @ 12" O.C.

#5 HOOKS @ 12" O.C.

24"

24"

1'

0"

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:0

AM

S-501-B12.1

ST

R

U C

TU

R

AL

D

ET

AI

LS

AR

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

3/4" = 1'-0"2

FOUNDATION COLUMN REINFORCEMENT

DETAIL

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

FOUNDATION COLUMN REINFORCEMENT

DETAIL - PLAN

3/4" = 1'-0"1 FOUNDATION DETAIL

3/4" = 1'-0"4 FLUSH FLUME OPENING DETAIL

1/2" = 1'-0"5 WALL FOUNDATION DETAIL

R

TA

/0

8/

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

BUILDING SUMMARY

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CRT CURTAIN

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DGR DIAMOND GROOVE

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR GROOVED

GR FL GROUND FLOOR

GUT GUTTER

GV GRAVEL

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HBRF HEAVY BROOM FINISH

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBRF LIGHT BROOM FINISH

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NANOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

PLAN NORTH

S --------------------

SAN SAND

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TWL TROWEL

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

A

US Army Corps of Engineers ®

SHEET ID

U S

AR

M Y C O R

PS

O F

EN

G

IN

EE

R S

D R

AW

N B Y:

D

ES

IG

N

ED

B Y:

SU

BM

IT

TE

D B Y:

SI

ZE

C H

EC

KE

D B Y:

AN

SI

D

IS

SU

E D

AT

E:

C O N

TR

AC

T N O

SO

LI

C

IT

AT

IO

N N O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K D

ES

C R

IP

TI

O N

Fi le P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E R

ES

EA

R C H C

EN

TE

R

Au to de sk D oc s:

//1 5_ U

SD

A_ D

FR

C _2 2/ A _S

_M

EP

-B .1 .rv t

/2 8/ 0:

:2

AM

A-001-B12.1

G

EN

ER

AL

N O

TE

S, A

BB

R

EV

IA

TI

O N S

- A

R

EA

B .1

C O N N

EC

TO

R

PR

AI

R

IE

D U S

AC

, W I

O M

AH

A D

IS

TR

IC

T

H D R

AR

LI

N G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0 8/

W F2 0C

W F2 1C

3/16" 1'-0"1 A1

R

TA

/0 8/

A-201-B12.1

A-201-B12.1

B12.1.A B12.1.B

B12.1.1

B12.1.2

B12.1.3

B12.1.4

B12.1.5

0'

0"

A-301-B12.1

A-301-B12.1

14' - 0"

A-302-B12.1

A-302-B12.1

MATCHLINE - AREA B6

MATCHLINE - AREA B4

B13.1

B13.3

B13.C

M

AT

C H

LI

N

E

- B

B6.F

B6.13

B4.J B4.K

B4.2

B6.F

B6.13

B4.K

B4.2

A-310-B12.1

Sim

A-501-B12.1

B13 - MILK HOUSE

A-301-B12.1

A-301-B12.1

B5.1

B5.2

B5.A

B5.1

B5.2

B5.A

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:3

AM

A-101-B12.1

AR

C

H

IT

EC

TU

R

AL

F

LO

O R

P

LA

N

AR

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

1/8" = 1'-0"1

ARCHITECTURAL FLOOR PLAN - AREA

B12.1 - CONNECTOR

NORTH

KEY PLAN

B12.1

R

TA

/0

8/

B12.1.2

B12.1.3

B12.1.4

B12.1.5

14' - 0"

0'

0"

PRE-ENGINEERED ZEE PURLINS, TYP.

PRE-ENGINEERED BUILDING FRAMES, TYP.

B13.1

B13.3

B13.2

B13.C

B6.F

B4.J

B4.2

M

AT

C H

LI

N

E

- B

7' - 0" 7' - 0"

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

B6.F

B6.12

B4.1

B4.K

B4.2

RIDGE VENTILATOR

SEE DETAIL

MATCHLINE - AREA B4

MATCHLINE - AREA B6

4' OVERHANG

4' OVERHANG

CONTINUE METAL ROOF TO B13

4' OVERHANG

4' - 0" OVERHANG4' - 0" OVERHANG

/2 M-501-B12.1

B5.1

B5.2

B5.1

B5.2

B5.A

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:3

AM

A-102-B12.1

R O

O F

FR

AM

IN

G

P

LA

N

AR

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1 1/8" = 1'-0"1

ROOF FRAMING PLAN - AREA B12.1 -

CONNECTOR

R

TA

/0

8/

865' - 4"

LEVEL 2 B12.1 ROOF

880' - 8"

B12.1.1B12.1.2B12.1.3B12.1.4B12.1.5

LEVEL 1 B12.1 T.O. CURB

867' - 4"

METAL ROOF

OPERABLE SIDEWALL

CURTAINS

RIDGE VENTILATOR

LEVEL 0 B12.1 T.O.

FLUSH FLUME

865' - 4"

LEVEL 2 B12.1 ROOF

880' - 8"

B12.1.1 B12.1.2 B12.1.3 B12.1.4 B12.1.5

LEVEL 1 B12.1 T.O. CURB

867' - 4"

OPERABLE SIDEWALL CURTAINS

METAL ROOF

RIDGE VENTILATOR

(METAL EXTERIOR)

B13 - MILK HOUSE OPERABLE SIDEWALL

CURTAINS

US Army Corps of Engineers ®

SHEET ID

U S

AR

M Y C O R

PS

O F

EN

G

IN

EE

R S

D R

AW

N B Y:

D

ES

IG

N

ED

B Y:

SU

BM

IT

TE

D B Y:

SI

ZE

C H

EC

KE

D B Y:

AN

SI

D

IS

SU

E D

AT

E:

C O N

TR

AC

T N O

SO

LI

C

IT

AT

IO

N N O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K D

ES

C R

IP

TI

O N

Fi le P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E R

ES

EA

R C H C

EN

TE

R

Au to de sk D oc s:

//1 5_ U

SD

A_ D

FR

C _2 2/ A _S

_M

EP

-B .1 .rv t

/3 0/ 0:

:1

AM

A-201-B12.1

EA

ST

A N D W

ES

T

EL

EV

AT

IO

N S

- A

R

EA

B .1

C O N N

EC

TO

R

PR

AI

R

IE

D U S

AC

, W I

O M

AH

A D

IS

TR

IC

T

H D R

AR

LI

N G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0 8/

W F2 0C

W F2 1C

NORTH

KEY PLAN

B12.1

1/8" 1'-0"1

EAST ELEVATION - AREA B12.1 -

CONNECTOR

1/8" 1'-0"2

WEST ELEVATION - AREA B12.1 -

CONNECTOR

R

TA

/0 8/

865' - 4"

LEVEL 2 B12.1 ROOF

880' - 8"

LEVEL -1 B12.1 T.O.

FOOTING

861' - 4"

B12.1.A B12.1.B

LEVEL 1 B12.1 T.O. CURB

867' - 4"

A-302-B12.1

A-302-B12.1

14' - 0"

OPERABLE SIDEWALL

CURTAINS

B13.C

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

METAL ROOF

6" INSULATION

2" INSULATION

METAL LINER

4'-0" METAL ROOF OVERHANG

W/TRIM AND SOFFIT (BOTH

SIDES)

METAL FRAME

PREENGINEERED

METAL ROOF SKINS

ON PREENGINEERED

METAL FRAME

RIDGE

VENTILATOR

SEE DETAIL

CONTINUE METAL

ROOF TO B13

(B13 - MILK HOUSE)

A-310-B12.1

Sim

EA

VE

H

EI

G H

T

PANELS ALONG CURTAIN.

SEE Q-101-B12.1

4' - 0"

/2 M-501-B12.1

A-310-B12.1

B5.AB5.A

LEVEL 0 B12.1 T.O.

FLUSH FLUME

865' - 4"

LEVEL 2 B12.1 ROOF

880' - 8"

LEVEL -1 B12.1 T.O.

FOOTING

861' - 4"

B12.1.A B12.1.B

LEVEL 1 B12.1 T.O. CURB

867' - 4"

OPERABLE SIDEWALL

CURTAINS

METAL ROOF

6" INSULATION

2" INSULATION

METAL LINER

4'-0" METAL ROOF OVERHANG

W/TRIM AND SOFFIT (BOTH

SIDES)

METAL FRAME

PREENGINEERED

METAL ROOF SKINS

ON PREENGINEERED

METAL FRAME

RIDGE

VENTILATOR

SEE DETAIL

CONTINUE METAL

ROOF TO B13

PANELS ALONG CURTAIN.

SEE Q-101-B12.1

EA

VE

H

EI

G H

T

OPERABLE SIDEWALL

CURTAINS

/2 M-501-B12.1

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:3

AM

A-301-B12.1

BU

IL

D

IN

G C

R O

SS

S

EC

TI

O N

S

- A

R

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

1/4" = 1'-0"1

BUILDING CROSS SECTION - AREA B12.1 -

CONNECTOR

1/4" = 1'-0"2

BUILDING CROSS SECTION AT CURTAINS -

AREA B12.1 CONNECTOR

R

TA

/0

8/

865' - 4"

LEVEL 2 B12.1 ROOF

880' - 8"

LEVEL -1 B12.1 T.O.

FOOTING

861' - 4"

B12.1.1 B12.1.2 B12.1.3 B12.1.4 B12.1.5

LEVEL 1 B12.1 T.O. CURB

867' - 4"

A-301-B12.1

A-301-B12.1

METAL ROOF

100' - 0"

B6.F B4.1 B4.2

B4

M

IL

KI

N

G P

AR

LO

R

B6

R O

BO

TI

C M

IL

KI

N G

A-301-B12.1

A-301-B12.1 B5.1 B5.2

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/3 0/

0:

:1

AM

A-302-B12.1

BU

IL

D

IN

G L

O N

G

IT

U D

IN

AL

C R

O

SS

S

EC

TI

O

N S

AR

EA

B

.1

C

O N

N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

3/16" = 1'-0"1

BUILDING LONGITUDINAL SECTION - AREA

B12.1 - CONNECTOR

R

TA

/0

8/

26 GA. METAL SIDING

8" SCRIM FACED FIBER REINFORCED INSULATION

"ZEE" GIRTS

1/2" FRP FACED PLYWOOD

B13 B12.1

6" UNFACED BLANKET INSULATION

24 GA, METAL ROOF

8" PURLINS

1/2" FRP FACED PLYWOOD

2" FIBERGLASS INSULATION

WITH VINYL SCRIM FACE

UPPER CURTAIN

CURTAIN WIND GUIDE

HSS 5X4X1/4, SECURE TO METAL

BUILDING FRAMES WITH ANGLE

CLIPS, OUTSIDE FACE TO MATCH

PURLINS

LOWER CURTAIN

CONCRETE FOUNDATION

CURB HEIGHT VARIES

SOFFIT

METAL CEILING LINER

METAL ROOF PANEL

CURTAIN WIND GUIDE

PREENGINEERED METAL

BUILDING FRAME

OVERHANG, SEE ARCHITECTURAL

ROOF PLAN FOR DIMENSIONS

POLY BIRD SCREEN,

SECURE TO INSIDE

CURTAIN WIND GUIDE

6" O

PE

N

IN

G

E

AV

E

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:3

AM

A-310-B12.1

W

AL

L

SE

C

TI

O N

S

- A

R

EA

2.

- C

O N

N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

1" = 1'-0"1 WALL SECTION (TYPICAL)

1" = 1'-0"2 ROOF SECTION (TYPICAL)

1/2" = 1'-0"3 WALL SECTION (CURTAIN)

NORTH

KEY PLAN

B12.1

R

TA

/0

8/

BUILDING

EAVE STRUT

FOAM CLOSURE

DOUBLE 2X4

2X12

TOP CURTAIN

CURTAIN GUIDES

BOTTOM CURTAIN

CONCRETE CURB

ROOF LINER

PLASTIC BIRD SCREEN

STAPLED TO 2X4 & ZIP TIE TO

CURTAIN GUIDE

SOFFIT

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:3

AM

A-501-B12.1

D

ET

AI

LS

AR

EA

B

.1

C

O N

N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

NTS1 WALL CURTAIN DETAIL

R

TA

/0

8/

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

SE

E

SC

H

ED

U

LE

SEE SCHEDULE

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

SE

E

SC

H

ED

U

LE

SEE SCHEDULE

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

A B Y Z

AA

3'

0" 6"

6"6"

BOTTOM HEM PIPE

OPERATOR ROLL PIPE

TOP BRACE PIPE

OPERATOR ROLL PIPE

TOP BRACE PIPE

OPENS UP

OPENS UP

SUPPORT FRAME

SUPPORT FRAMING

CURTAIN END

ENCLOSURE GALVANIZED STEEL RAIL BRACES

AT MAXIMUM 12'-0" O.C.

CURTAIN OPERATOR TYPE A,

ENCLOSURE, AND CONTROL BOX

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:4

AM

A-601-B12.1

D O

O R

A N

D W

IN

D

O W

S C

H

ED

U

LE

S

- A

R

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

DOOR SCHEDULE

DOOR NO. TYPE

Door

FIRE RATING

FRAME

HARDWARE COMMENTS:

SIZE

FINISH UNDER CUT TYPE MATERIAL

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

B12.1.01 B 3' - 0" 7' - 0" 0' - 1 3/4" PNTLE 1/2" B IHM 1/A - 602 - B12.1 1/A - 602 - B12.1

NORTH

KEY PLAN

B12.1

1/4" = 1'-0"1 DOOR FRAMING ELEVATIONS

1/16" = 1'-0"2 SIDEWALL CURTAIN ELEVATION

R

TA

/0

8/

EXTERIOR

DOORS

TYP. FOR ALL

WALK DOORSSEE PLANS FOR WALL

THICKNESS

WEATHER SEAL

ALUMINUM THRESHOLD

THERMAL BREAKTOP OF CONCRETE

SLAB

METAL TRIM

INSULATED METAL FRAME

CONTIN. SEALANT INSIDE AND OUT,

ALL AROUND FRAME/ (TYP.)

PRE - ENGINEERED METAL BUILDING DOOR HEADER

RIBBED METAL PANEL

BATT INSULATION

PRE-ENGINEERED METAL BUILDING WALL OR STEEL

STUDS

FRP PLYWOOD OR INTERIOR METAL LINER

RIBBED METAL PANEL

BATT INSULATION

PRE-ENGINEERED METAL BUILDING WALL OR STEEL

STUDS

FRP PLYWOOD OR INTERIOR METAL LINER

CONTIN. SEALANT INSIDE AND OUT,

ALL AROUND FRAME/ (TYP.)

INSULATED METAL FRAME

METAL J TRIM

PRE-ENGINEERED METAL

BUILDING SECONDARY

STEEL JAMB

HEAD

JAMB

METAL TRIM

INSULATED METAL FRAME CONTIN. SEALANT INSIDE AND OUT,

ALL AROUND FRAME/ (TYP.)

PRE - ENGINEERED METAL BUILDING DOOR HEADER

RIBBED METAL PANEL

BATT INSULATION

PRE-ENGINEERED METAL BUILDING WALL OR STEEL STUDS

FRP, PLYWOOD OR INTERIOR METAL LINER

RIBBED METAL PANEL

BATT INSULATION

PRE-ENGINEERED METAL BUILDING WALL OR STEEL STUDS

FRP PLYWOOD OR INTERIOR METAL LINER

CONTIN. SEALANT INSIDE AND OUT,

ALL AROUND FRAME/ (TYP.)

INSULATED METAL FRAME

METAL J TRIM

PRE-ENGINEERED METAL

BUILDING SECONDARY

STEEL JAMB

HEAD

JAMB

PRE-ENGINEERED METAL

BUILDING SECONDARY

STEEL JAMB

HEAD

JAMB

SECTIONAL DOOR

OPERATOR AND/OR

TRACK MOUNTING

DOORS

TYP. FOR ALL

SECTIONAL

DOORS

METAL DOOR TRIM

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:4

AM

A-602-B12.1

D O

O R

A N

D W

IN

D

O W

D

ET

AI

LS

AR

EA

B

.1

C

O N

N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

1 1/2" = 1'-0"3 WALK DOOR SILL DETAIL

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

INSULATED EXTERIOR/INTERIOR DOOR

FRAME DETAIL

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

UNINSULATED EXTERIOR/INTERIOR DOOR

FRAME DETAIL

1 1/2" = 1'-0"4 TYPICAL SECTIONAL DOOR FRAME DETAIL

R

TA

/0

8/

B12.1.2

B12.1.3

B12.1.4

B12.1.5

B13.1

B13.3

B13.C

B6.F

B6.13

B4.J B4.K

B4.2

B6.F

B6.13

B4.K

B4.2

CONNECTOR

B12.1-100

B5.1

B5.2

B5.A

B5.1

B5.2

B5.A

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/3 0/

0:

:1

AM

I-101-B12.1

R O

O M

F

IN

IS

H

S C

H

ED

U

LE

AR

EA

B

.1

C

O N

N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

1/8" = 1'-0"1 ROOM FINISH PLAN - AREA B12.1

FINISH SCHEDULE

ROOM NO ROOM NAME

WALL FINISH FLOOR CEILING

NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST MAT FIN FIN

B12.1-100 CONNECTOR -- CRT -- CRT CONC GR MTL

R

TA

/0

8/

B12.1.2

B12.1.3

B12.1.4

B12.1.5

B13.1

B13.3

B13.2

B13.C

B6.F

B4.J

B4.2

0'

0"

14' - 0"

MATCHLINE - AREA B6

MATCHLINE - AREA B4

M

AT

C H

LI

N

E

- B

B6.F

B4.K

B4.2

P12.1-20

P12.1-19

P12.1-18

P12.1-11

P12.1-10

P12.1-9

P12.1-17

P12.1-16

P12.1-15

P12.1-14

P12.1-13

P12.1-12

P12.1-8

P12.1-7

P12.1-6

P12.1-3

P12.1-2

P12.1-1

P12.1-5

P12.1-4

C3-H C3-L

C2-H C2-L

C1-H C1-L

7'

1/

4" 8'

4"

8'

4" 8'

4"

8'

4" 8'

4"

8'

4" 8'

4"

8'

4" 8'

4"

8'

4" 7'

6"

8'

3/

4" 8'

4"

8'

4" 7'

6"

7'

1/

4" 8'

4"

8'

4" 8'

B5.1

B5.2

B5.1

B5.2

B5.A

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:5

AM

Q-101-B12.1

EQ

U

IP

M

EN

T

FL

O

O R

P

LA

N

AR

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

1/8" = 1'-0"1

ARCHITECTURAL FLOOR PLAN - AREA

B12.1 - CONNECTOR

P12.1-20 EAST EXTERIOR D 7'-6" 27" 2" 29" 5'-5" 4"

P12.1-19 EAST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-18 EAST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-17 EAST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-16 EAST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-15 EAST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-14 EAST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-13 EAST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-12 EAST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-11 EAST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-10 EAST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-9 EAST EXTERIOR D 7'-6" 27" 2" 29" 5'-5" 4"

P12.1-8 WEST EXTERIOR D 7'-6" 27" 2" 29" 5'-5" 4"

P12.1-7 WEST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-6 WEST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-5 WEST EXTERIOR D 8'-10" 27" 2" 29" 5'-5" 4"

P12.1-4 WEST EXTERIOR D 8'-10" 27" 2" 29" 5'-5" 4"

P12.1-3 WEST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-2 WEST EXTERIOR D 8'-4" 27" 2" 29" 5'-5" 4"

P12.1-1 WEST EXTERIOR D 7'-6" 27" 2" 29" 5'-5" 4"

PANEL

MARK LOCATION TYPE

OPENING

(CENTER LINE OF POST/COLUMN TO

CENTER LINE OF POST/COLUMN) HEIGHT SIZE DETAIL

TOP

ELEVATION ABOVE

FLOOR/CURB

POST

LENGTH

POST

DIAMETE

R REMARKS

PANEL POST

PANEL SCHEDULE

C-3L 30'-6"x8'-0" BOTTOM UNINSULATED CURTAIN OPENS UP A CENTER C-3H 30'-6"x6'-0" TOP UNINSULATED CURTAIN OPENS UP A CENTER C-2L 30'-6"x8'-0" BOTTOM UNINSULATED CURTAIN OPENS UP A CENTER C-2H 30'-6"x6'-0" TOP UNINSULATED CURTAIN OPENS UP A CENTER C-1L 97'-0"x8'-0" BOTTOM UNINSULATED CURTAIN OPENS UP A CENTER C-1H 97'-0"x6'-0" TOP UNINSULATED CURTAIN OPENS UP A CENTER

TYPE POSITION

MARK SIZE SIDEWALL

POSITION TYPE OPERATING

DIRECTION

OPERATOR

REMARKS

CURTAIN SCHEDULE

R

TA

/0

8/

WELD

WELD

RUST SHIELD (TYP)

4" DIA GATE POST OR

8" BUILDING COLUMN

2'

3"

1'

1/

2"

1'

1/

2"

LENGTH - SEE SCHEDULE

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:5

AM

Q-601-B12.1

EQ

U

IP

M

EN

T

SC

H

ED

U

LE

A

N D

D

ET

AI

LS

AR

EA

2.

- C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

1/2" = 1'-0"1 Q-PANEL TYPE D

NORTH

KEY PLAN

B12.1

R

TA

/0

8/

FD

FD

FD

B12.1.A B12.1.B

B12.1.1

B12.1.2

B12.1.3

B12.1.4

B12.1.5

B13.1

B13.3

B13.2

B13.C

MATCHLINE - B4

M

AT

C H

LI

N

E

- B

MATCHLINE - B6

B6.F

B6.11

B4.1

B4.J

B4.2

B6.F

B4.1

B4.J B4.K

B4.2

3/ 4"

C W

YH-1

1-1/2" GAS TO B13

1-1/4" GAS FROM B4

8,000 GAL

RECYCLED

WATER TANK

B5.1

B5.2

B5.1

B5.2

B5.A

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/3 0/

0:

:1

AM

P-101-B12.1

PL

U

M

BI

N G

P

LA

N

AR

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1 1/8" = 1'-0"1

PLUMBING PLAN - AREA B12.1 -

CONNECTOR

KEYNOTES:

1 3/4" DIA COLD WATER LINE 5' BELOW GRADE

FROM B5

2 YARD HYDRANT MOUNTED IN FOUDNATION

WALL

R

TA

/0

8/

SEE CIVIL DRAWINGS FOR

PIPE SIZE AND DEPTH

2'

/3 2"

3'

/3 2"

GROUND OR CONCRETE LEVEL

5'

0"

WATER LINE

1" FEMALE

PIPE THREAD

INLET FILL WITH LOSE GRAVEL

AROUND VALVE BODY

FOR DRAINAGE, 2' X 2' X 2'

FOR REFERENCE ONLY

Y1

WOODFORD YARD HYDRANTS

ROUGH-IN DIMENSIONS

YH

3/4" PVC

FROM B5

TO B13

1 1/4" POLY

GAS

TO B4

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:5

AM

P-501-B12.1

PL

U

M

BI

N G

D

ET

AI

LS

AR

EA

B

.1

C

O N

N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

3/4" = 1'-0"1 FLUSH FLUME PLUMBING DETAIL

NTS2 HYDRANT DETAIL

NTS3 WATER RISER DIAGRAM - B12.1

NTS4 NATURAL GAS RISER DIAGRAM - B12.1

NOTES:

1.) VALVE ALL FIXTURES ON INLET & OUTLET WITH UNIONS

YH-1 CONNECTOR

YARD

HYDRANT 3/4" PVC CW -- --

YARD HYDRANT, FREEZELESS, MOUNTED IN FND

WALL

SUPPLY OUTLET GASMARK LOCATION TYPE

UTILITIES

DESCRIPTION

PLUMBING SCHEDULE

R

TA

/0

8/

B12.1.2

B12.1.3

B12.1.4

B12.1.5

CURTAIN SIDEWALLS

B13.1

B13.3

B13.2

B13.C

MATCHLINE - B4

MATCHLINE - B6

M

AT

C H

LI

N

E

- B

B6.F

B6.11

B4.1

B4.J

B4.2

B6.F

B4.1

B4.J B4.K

B4.2

C1-H

C1-L

C2-H C2-L

C3-H

C3-L

8,000 GAL

RECYCLED

WATER TANK

B5.1

B5.2

B5.1

B5.2

B5.A

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/3 0/

0:

:1

AM

M-101-B12.1

M

EC

H

AN

IC

AL

P

LA

N

AR

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

1/8" = 1'-0"1

MECHANICAL PLAN - AREA B12.1 -

CONNECTOR

R

TA

/0

8/

WATERSTOP AND

ANCHOR COLLAR

WALL

WALL SLEEVE

CARRIER PIPE

HYDRO-STATIC PIPE

WALL CLOSURE -

'LINK SEAL' OR EQUAL

RIDGE VENTILATOR

MESH SCREEN

FIXED BLADE DAMPER

MOVING DAMPER

24 GA. METAL ROOF

26 GA. METAL LINER

RIBBED

CLOSURE

PURLIN

9"30"

6" UNFACED BLANKET

INSULATION

2" FIBERGLASS INSULATION

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:5

AM

M-501-B12.1

M

EC

H

AN

IC

AL

D

ET

AI

LS

AR

EA

B

.1

C

O N

N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

NORTH

KEY PLAN

B12.1

NTS1

PIPE THRU FOUNDATION WALL

PENETRATION SEAL DETAIL

1 1/2" = 1'-0"2 24" RIDGE VENTILATOR DETAIL

R

TA

/0

8/

1.

PROVIDE #10 WIRE FOR ALL 20A 120V CIRCUITS EXCEEDING 75 FEET AND FOR 20A 277V

CIRCUITS THAT EXCEED 150 FEET.

2.

RECEPTACLES SHALL BE WIRED AS FOLLOWS: 3 CIRCUIT, 20A, HOMERUNS TO PANELS

SHALL BE 3#12 PHASE CONDUCTORS, 3#12 NEUTRAL CONDUCTORS AND 1#12 GROUND. 2

CIRCUIT, 20A, HOMERUNS TO PANELS SHALL BE 2#12 PHASE CONDUCTORS, 2#12 NEUTRAL

CONDUCTORS, AND 1 #12 GROUND. 1 CIRCUIT, 20A, HOMERUNS TO PANEL SHALL BE 1#12

PHASE CONDUCTOR, 1#12 NEUTRAL CONDUCTOR AND 1#12 GROUND.

3.

VERIFY LOCATION AND CONNECTIONS REQUIREMENTS FOR EQUIPMENT PROVIDED BY

OTHER TRADES PRIOR TO ROUGH-IN.

4.

COORDINATE CEILING MOUNTED LIGHTS AND DEVICES WITH CEILING CONTRACTOR AND

INSTALL AS SHOWN ON THE REFLECTED CEILING PLANS.

5.

ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT (SWITCHGEAR, FREE STANDING

PANELBOARDS, TRANSFORMERS) SHALL BE INSTALLED ON 4" HIGH CONCRETE PAD.

6.

COORDINATE ALL DIMENSIONS & WIRING REQUIREMENTS ON ALL PRE-PURCHASED

EQUIPMENT WITH FINAL APPROVED SHOP DWGS.

7.

FIRE SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS & SLABS. SEAL FIRE

RATING SHALL BE EQUAL TO OR GREATER THAN THE FIRE RATING OF THE WALL OR SLAB

THROUGH WHICH THE CONDUIT PASSES.

8.

COORDINATE THE LOCATION AND MOUNTING HEIGHTS OF OUTLETS AND MULTI-OUTLET

ASSEMBLIES WITH ARCHITECTURAL FLOOR PLANS AND ELEVATION DRAWINGS..

9.

CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE INSTALLING SWITCH BOXES.10.

FOR MOUNTING HEIGHT OF UNDER-SHELF/CABINET LIGHTING FIXTURES REFER TO

ARCHITECTURAL DRAWINGS.

11.

COORDINATE EXACT LOCATION OF SUSPENDED LIGHTING FIXTURES IN MECHANICAL AND

STORAGE AREAS WITH OTHER TRADES.

12.

RACEWAYS, SLEEVES, AND BOXES FOR IT CABLING SHALL COMPLY WITH COMMERCIAL

BUILDING STANDARD FOR TELECOMMUNICATION PATHWAYS AND SPACES,

ANSI/TIA/EIA-569-A.

13.

BOND FLAMMABLE LIQUID STORAGE CABINETS WITH #10 AWG WIRE TO THE NEAREST STEEL

COLUMN. INSTALL WIRE IN CONDUIT.

GENERAL NOTES

MOTOR CONTROL CENTER

PANEL DESIGNATION

EMCC1S1-XX

SYSTEM DESIGNATION

N NORMAL

E EMERGENCY

C CRITICAL

LS LIFE SAFETY

EQ EQUIPMENT

R RELAY

U U.P.S.

D DIMMING

VOLTAGE DESIGNATION

L 208/120V M 240/120V

H 480/277V, 480V, OR 380/220V

PANEL TYPE

D DISTRIBUTION PANEL

(DISTRIBUTION PANELS ONLY)

CLOSET LOCATION

N NORTH

S SOUTH

E EAST

W WEST

C CENTRAL UTILITY PLANT

FLOOR DESIGNATION

0 LOWER LEVEL

1 1ST FLOOR

2 2ND FLOOR

3 3RD FLOOR

DESIGNATION

CIRCUIT NUMBER

CLOSET LOCATION

(SEE PANEL DESIGNATION)

FLOOR DESIGNATION

(SEE PANEL DESIGNATION)

DESIGNATION

CIRCUIT NUMBER

TRANSFORMER

ET2S1

SYSTEM DESIGNATION

N NORMAL

E EMERGENCY

C CRITICAL

LS LIFE SAFETY

EQ EQUIPMENT

U U.P.S.

CLOSET LOCATION

(SEE PANEL DESIGNATION)

FLOOR DESIGNATION

(SEE PANEL DESIGNATION)

DESIGNATION

SYSTEM DESIGNATION

N NORMAL

E EMERGENCY

C CRITICAL

LS LIFE SAFETY

EQ EQUIPMENT

U U.P.S.

EHD2S1-XX

ALL DEVICE MOUNTING HEIGHTS INDICATED ON THIS LEGEND ARE FROM FINISHED FLOOR

TO CENTER OF OUTLET BOX.

14.

PS

GENERAL

XX

XX

XX

XX

1,3,5

1LN1PANEL NAME

CIRCUIT NUMBER(S)

CIRCUIT NUMBER(S)

PANEL NAME

1LN1-1,3,5

BRANCH CIRCUIT HOMERUN. PROVIDE #12 PHASE, #12 NEUTRAL

AND #12 GROUND CONDUCTORS FOR EACH INDICATED CIRCUIT

OR

MULTI WIRE BRANCH U.O.N. PROVIDE SWITCH LEGS FOR SWITCH

CIRCUITING AS REQUIRED. PROVIDE EQUIPMENT GROUND WIRE

IN

ALL BRANCH CIRCUIT RACEWAYS. PROVIDE SEPARATE

ISOLATED

GROUND WIRE TO ALL ISOLATED GROUND DEVICES.

CONDUIT RISER UP

CONDUIT RISER DOWN

INDICATES CIRCUIT CONTINUATION

STUB INTO ACCESSIBLE CORRIDOR CEILING SPACE UNLESS

OTHERWISE NOTED

CONDUIT SEAL FITTING FOR HAZARDOUS AREAS

CONDUIT SLEEVE

CAP END OF CONDUIT

CONDUIT RUN BELOW GRADE, UNDER OR CONCEALED IN FLOOR

SLAB, UNDER RAISED FLOOR

SYSTEM CIRCUIT. SUBSCRIPT "XX" DENOTES SYSTEM TYPE

CONDUIT TO TERMINAL CABINET. SUBSCRIPT "XX" DENOTES

SYSTEM TYPE

CIRCUIT DESIGNATIONS

CONDUIT RUN CONCEALED IN CEILING OR WALL

XXXX-XXXX

XXXX-XXXX

J TV

POWER SUPPLY

EMERGENCY POWER OFFEPO

MEDICAL GAS ALARMMGA

PHYSIOLOGICAL MONITOR

REMOTE CONTROL

TEMPERATURE CONTROL

CLOSED CIRCUIT TELEVISIONCCTV

GROUNDING ELECTRODE CONDUCTOR

SECURITYSEC

TELEVISION

TELEPHONE

PUBLIC ADDRESS SYSTEM

INTRUSION DETECTION

DOOR CONTROL

INTERCOM

FIRE ALARM

DATA TECHNOLOGY

NURSE CALL

DOCTORS REGISTER

DOCTORS DICTATION

CARDIAC ARREST (CODE BLUE)

THE FOLLOWING SUBSCRIPTS ARE USED TO INDICATE

DIFFERENT SYSTEM TYPES

FOOT ON DEVICE INDICATES WALL MOUNTED

MARK NUMBER FOR FIXED EQUIPMENT

MARK NUMBER FOR MECHANICAL EQUIPMENT

KEY NOTE REFERENCE SYMBOL.

PM

RC

TC

G

TV

TEL

PA

ID

DC

IC

FA

DT

NC

DR

DD

CA

PARAPET MOUNTED AIR TERMINAL REFER TO

DETAILS.

SCREEN WALL MOUNTED AIR TERMINAL REFER TO

DETAILS.

FLAT ROOF MOUNTED AIR TERMINAL REFER TO

DETAILS.

THRU ROOF DOWN CONDUCTOR TO GROUNDING

SYSTEM

MAIN CONDUCTOR

SECONDARY CONDUCTOR

BONDING CONNECTION

GROUND CONDUCTOR

COPPER GROUND ROD 3/4"DIA. X 10'-0"

LONG

G

S

P

LIGHTNING PROTECTION

A

B

A

A

6A

RC

A

TYPICAL OUTLET SYMBOL NOTES

"*" -MOUNTED 4" ABOVE COUNTER, CASEWORK, BACKSPLASH OR 46" IF NOTHING BELOW.

COORDINATE WITH ARCHITECTURAL DETAILS AND CASEWORK CONTRACTOR.

"+84" -INDICATES MOUNTING HEIGHT ABOVE FINISHED FLOOR.

"GF" -GROUND FAULT CIRCUIT INTERRUPTER.

"ST" -SAFETY TYPE

"IG" -ISOLATED GROUND

"WP" -WEATHERPROOF

"XP" -EXPLOSION PROOF

"SW" -TOP HALF OF DUPLEX RECEPTACLE SWITCHED

"CL" -CLOCK RECEPTACLE

20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE, RED

20A, 125V, 2 POLE, 3 WIRE GROUNDING SINGLE RECEPTACLE

20A, 125V, 2 POLE, 3 WIRE GROUNDING SINGLE RECEPTACLE, RED

20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE

20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE, RED

PEDESTAL - BENCH MOUNTED BACK-TO-BACK DUPLEX CONVENIENCE

RECEPTACLE.

PEDESTAL - BENCH MOUNTED DUPLEX CONVENIENCE RECEPTACLE.

PEDESTAL - BENCH MOUNTED BACK-TO-BACK DOUBLE DUPLEX

CONVENIENCE RECEPTACLE

PEDESTAL - BENCH MOUNTED DOUBLE DUPLEX CONVENIENCE RECEPTACLE.

SPECIAL OUTLET. REFER TO SCHEDULE FOR REQUIREMENTS.

20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE. SPECIAL

PURPOSE I.E. UPS

20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE.

SPECIAL PURPOSE I.E. UPS

FLOOR BOX - REFER TO SCHEDULE FOR REQUIREMENTS

POKE THROUGH - REFER TO SCHEDULE FOR REQUIREMENTS

ONE PREWIRED DUPLEX RECEPTACLE, 125 VOLTS, 20 AMP. MOUNTED IN

CAST BOX SUPPLIED WITH CABLE BY COMPUTER POWER CENTER

MANUFACTURER. INSTALLED UNDER RAISED FLOOR. REFER TO COMPUTER

ROOM EQUIPMENT SCHEDULE.

TWO PREWIRED DUPLEX RECEPTACLES (QUAD), 125 VOLTS, 20 AMP. MOUNTED

IN CAST BOX SUPPLIED WITH CABLE BY COMPUTER POWER CENTER

MANUFACTURER. INSTALLED UNDER RAISED FLOOR. REFER TO COMPUTER

ROOM EQUIPMENT SCHEDULE.

SPECIAL PURPOSE PREWIRED RECEPTACLE OR CONNECTOR AS INDICATED IN

COMPUTER ROOM EQUIPMENT SCHEDULES, SUPPLIED WITH CABLE BY

COMPUTER POWER CENTER MANUFACTURER. INSTALLED UNDER RAISED

FLOOR BY E.C.

MULTIOUTLET ASSEMBLY, - INDICATES TYPE, - INDICATES QUANTITY

OF DUPLEX RECEPTACLES. SEE MULTIOUTLET ASSEMBLY SCHEDULE. SEE

DETAIL DRAWINGS FOR INSTALLATION REQUIREMENTS.

POWER / TELECOMM POLE. PROVIDE JUNCTION BOX ABOVE CEILING FOR

POWER CONNECTION, CONNECT TO WIRING IN POWER POLE. SEE SCHEDULE

EXTENSION CORD REEL

TYPICAL OUTLET SYMBOL CIRCUITING NOTES

NOTES

1. OUTLETS LOCATED AT COUNTERS SHALL BE LOCATED 18" AFF IN KNEE SPACE IF PROVIDED

OR 4" ABOVE COUNTER OR BACK SPLASH AS APPLICABLE IF NO KNEE SPACE IS PROVIDED

UON.

POWER OUTLETS

20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE

CEILING MOUNTED RECEPTACLE, TYPE AS INDICATED ABOVE

GF

+30"

PANEL NAME

CIRCUIT NUMBER

ELEVATION

TYPE

LP-1

GF

+30"

PANEL NAME

CIRCUIT NUMBER

ELEVATION

TYPE

LP-1

1,3,5

"OC" -OCCUPANCY CONTROLLED

EPO

T

30/3

30/6

30/3

20AF

30/3

12x3

CP

T

C

ASD

JJ

J

J

M

480/277V OR 480V PANEL

208/120V PANEL

120/240V PANEL

RELAY PANEL

COMBINATION FULL VOLTAGE MOTOR STARTER

REV REVERSING

COMBINATION FULL VOLTAGE MOTOR STARTER / DISCONNECT

REV REVERSING

ADJUSTABLE SPEED DRIVE

JUNCTION BOX, MOUNTED ABOVE CEILING IN AREAS WITH

SUSPENDED CEILING, MOUNTED EXPOSED IN AREAS WITH NO

SUSPENDED CEILING

JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT

INDICATED AND REQUIRED

JUNCTION BOX, FLUSH WALL MOUNTED

T JUNCTION BOX FOR VOICE/DATA

BUS DUCT, FEEDER OR PLUG-IN TYPE AS INDICATED

EMERGENCY POWER OFF' BREAK GLASS STATION.

POWER DISTRIBUTION

DISCONNECT SWITCH

6 POLE DISCONNECT SWITCH (FOR ALL 2 SPEED MOTORS)

FUSED DISCONNECT SWITCH

MANUAL MOTOR STARTER SWITCH WITH THERMAL OVERLOAD

PROTECTION.

CONTACTOR

ENCLOSED CIRCUIT BREAKER

COMBINATION REDUCED VOLTAGE MOTOR STARTER

COMBINATION REDUCED VOLTAGE MOTOR STARTER/DISCONNECT

COMBINATION 2 SPEED MOTOR STARTER/DISCONNECT

MOTOR - NUMBER INDICATES HORSEPOWER

2 SPEED MOTOR - NUMBER INDICATES HORSEPOWER

CONTROL PANEL FURNISHED BY OTHERS, INSTALLED BY

DIVISION 16, UON

PUSHBUTTON STATIONS. ONE, TWO, OR THREE AS INDICATED

CABLE TRAY - WIDTH x HEIGHT AS NOTED, OR KEY NOTED

UNDER FLOOR DUCT SYSTEM

DRY TYPE TRANSFORMER

NOTE:

SYMBOLS SHOWN ARE FOR REFERENCE ONLY

AND DO NOT CONSTITUTE A CHECK LIST OF

DEVICES REQUIRED BY THE CONTRACT

A

NOTES:

1. MULTI-CIRCUIT RACEWAYS SHALL BE ALTERNATELY CIRCUITED. LABEL ALL RECEPTACLES

WITH PANEL NAME AND CIRCUIT NUMBER.

B

C

ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,

GROUNDING TYPE

ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,

GROUNDING TYPE AND ONE VOICE/DATA OUTLET

ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,

GROUNDING TYPE

ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,

GROUNDING TYPE AND ONE VOICE/DATA OUTLET

DESCRIPTIONSYMBOL

FLUSH FLOOR BOX/POKE-THRU SCHEDULE

REMARKS

A

B

A

B

WIREMOLD SERIES G-3000

WIREMOLD SERIES G-4000

WIREMOLD SERIES G-6000

2'-0"

2'-0"

2'-0"

NA

PLANS

AS SHOWN

AS SHOWN

PLANS

REMARKSTELE/DATA

OUTLET CENTERS

POWERDESCRIPTION

MULTIOUTLET ASSEMBLY SCHEDULE

TYPE

A

B

SYMBOL NEMA

CONFIGURATION

WIRE/CONDUIT

(UON)

VOLTAGE

RATING

C.B. OR FUSE

AMPS/POLES REMARKS

2#12 & 1#12G-3/4"C

2#10 & 1#10G-3/4"C

250V

250V

20/2

30/2

L6-20R

L6-30R

SPECIAL OUTLETS SCHEDULE

E

M

ER

E

M

ER

EX

B

EXISTING ELECTRICAL ITEM TO BE REMOVED AND PROVIDED WITH A

BLANK COVER PLATE

EXISTING ELECTRICAL OR SYSTEMS CIRCUIT TO REMAIN.

NOTES:

THE FOLLOWING SYMBOLS ARE EXAMPLES INTENDED TO SHOW METHODOLOGY FOR

DEMOLITION. THIS APPROACH IS APPLICABLE TO ALL SYMBOLS INDICATED ON THIS

SCHEDULE.

EXISTING ELECTRICAL ITEM TO REMAIN

EXISTING ELECTRICAL ITEM TO BE RELOCATED

EXISTING ELECTRICAL ITEM TO BE REMOVED

EXISTING ELECTRICAL RELOCATED. NEW LOCATION

EXISTING ELECTRICAL OR SYSTEMS CIRCUIT TO BE REMOVED. SHOWN

ONLY

WHERE CLARIFICATION BETWEEN EXISTING TO REMAIN AND REMOVED IS

REQUIRED.

DEMOLITION AND REMODEL

A, AMP AMPERES

AF AMP FUSE OR AMP FRAME

AFC AVAILABLE FAULT CURRENT (SYMMETRICAL)

AFF ABOVE FINISHED FLOOR

AIC AMPERE INTERRUPTING CAPACITY

AM AMMETER

AS AMP SWITCH OR AMMETER SWITCH

ASYM ASYMMETRICAL

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BOF BOTTOM OF FIXTURE

B.S.C BARE STRANDED COPPER CONDUCTOR

C CONDUIT

CAP CAPACITY OR CAPACITOR

CATV COMMUNITY ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT ,CCT CIRCUIT

CL CURRENT LIMITING

C.O. CONDUIT ONLY

CONN CONNECT OR CONNECTION

CU COPPER

DA DURESS ALARM

DB DOOR BELL

DISC DISCONNECT

DPST DOUBLE POLE SINGLE THROW

EC ELECTRICAL CONTRACTOR

EWC ELECTRIC WATER COOLER

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATION OR ELEVATOR

EMERG, EM EMERGENCY

EPO EMERGENCY POWER OFF

EMT ELECTRICAL METAL TUBING

EG ENGINE GENERATOR

FDR FEEDER

FIXT FIXTURE

FLA FULL LOAD AMPERES

FLUOR FLUORESCENT

GRC,GCR GALVANIZED RIGID CONDUIT

GEC GROUNDING ELECTRODE CONDUCTOR

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI,GF GROUND FAULT INTERRUPTER

GRD,GND,G GROUND

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTO

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

IG ISOLATED GROUND

INCAND INCANDESCENT

JB JUNCTION BOX

KAIC THOUSAND AMPERE INTERRUPTING CAPACITY

KVA KILOVOLT AMPERES

KW KILOWATT

KWH KILOWATT HOUR

LTG LIGHTING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MH MANHOLE, METAL HALIDE OR MOUNTING HEIGHT

MLO MAIN LUGS ONLY

N.C. NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NIC NOT IN CONTRACT

NF NON FUSIBLE

NL NIGHT LIGHT

N.O. NORMALLY OPEN

NTS NOT TO SCALE

OCP OVER CURRENT PROTECTION

OL OVERLOADS

P POLE

PB PULLBOX

PH OR Ø PHASE

PNL PANEL

POC POINT OF CONNECTION

PR PAIR

PVC POLYVINYL CHLORIDE

PWR POWER

REC RECEPTACLE

RGS RIGID GALVANIZED STEEL

RX REQUEST TO EXIT

SOL SOLENOID

SPTD SINGLE POLE DOUBLE THROW

SPKR SPEAKER

SPST SINGLE POLE SINGLE THROW

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

TEL TELEPHONE

TGB TELECOMMUNICATIONS GROUNDING BUSBAR

TRANSF TRANSFORMER

TTB TELEPHONE TERMINAL BACKBOARD

TV TELEVISION

TYP TYPICAL

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

V VOLT

VA VOLT AMPERES

VD VOLTAGE DROP

VM VOLT METER

VS VOLT METER SWITCH

W WATTS OR WIRE

W/ WITH

W/O WITHOUT

WP WEATHERPROOF

XFORM TRANSFORMER

XP EXPLOSION PROOF

ABBREVIATIONS

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

N

EW

D

AI

R Y

FO

R

AG

E

R

ES

EA

R

C H

C

EN

TE

R

Au to de sk

D oc s:

//1

5_

U

SD

A_ D

FR

C

_2

2/

A _S

_M

EP

-B

.1 .rv t

/2 8/

0:

:4

AM

E-001-B12.1

EL

EC

TR

IC

AL

G

EN

ER

AL

N

O

TE

S, S

YM

BO

LS

L

IS

T, AN

D

A

BB

R

EV

IA

TI

O N

S

- A

R

EA

B

.1

C O

N N

EC

TO

R

PR

AI

R

IE

D U

S

AC

, W I

O M

AH

A

D

IS

TR

IC

T

H D

R

AR

LI

N

G

TO

N , V

IR

G

IN

IA

J.

W ille

M . B ro w ns te in

R . R in eh ar t

/0

8/

W

F2

0C

W

F2

1C

1/8" = 1'-0"1 E001

R

TA

/0

8/

G

KWHD

GFI

GFP

GRA

ALT

VM

AM

WM

FM

DM

T-1 15kVA

3PH, 4W

480-208/120V

#8G

T-1 T15

800A 3P

800 AF

800 AT

3P

XXXXAF XXXXAT 3P

AS

VS

WS

CIRCUIT BREAKER. AMP/POLES AS INDICATED

FUSE. SIZE AS INDICATED

FUSIBLE SWITCH. AMP/POLES/FUSE SIZE AS INDICATED

AUTOMATIC TRANSFER SWITCH

TRANSFORMER - SEE SCHEDULE FOR REQUIREMENTS

GROUND CONNECTION

GENERATOR

AMMETER PHASE SELECTOR SWITCH

VOLTMETER PHASE SELECTOR SWITCH

WATTMETER ON-OFF SWITCH

A.C. VOLTMETER

A.C. AMMETER

WATTMETER

FREQUENCY METER

DIGITAL METERING

KILOWATT HOUR/DEMAND METER

GENERATOR GROUND FAULT INDICATION

GROUND FAULT PROTECTION

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER

GENERATOR REMOTE ANNUNCIATOR

ALTERNATOR FURNISHED BY OTHER THAN DIVISION 16

DISCONNECT SWITCH. SIZE AS INDICATED

MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER.

LOW VOLTAGE DRAWOUT CIRCUIT BREAKER.

LIGHTNING ARRESTERS

TRANSFORMER

XXX

3 LA'S

POWER ONE-LINE DIAGRAM

D D

OS

WS

PC

OS

OS

PC

a

WP

a

U

1NC5

M

3WA6

R

S

P

DWP

WP

1NC5

2EA4

LIGHTING

LOW VOLTAGE WALL STATION DEVICE PUSHBUTTON

PUSHBUTTON TYPE DESIGNATION

WP - MOUNTED IN WEATHERPROOF ENCLOSURE

PUSHBUTTON DESIGNATION CODE

FLOOR NUMBER

BUILDING LOCATION/AREA

RELAY PANEL SEQUENCE

PUSHBUTTON SEQUENCE

LOW VOLTAGE CEILING MOUNTED RELAY CONTROL SYSTEM OCCUPANCY SENSOR

DEVICE TYPE DESIGNATION

P - PASSIVE INFRARED

U - ULTRASONIC

D - DUAL TECHNOLOGY

WP - MOUNTED IN WEATHERPROOF ENCLOSURE

DEVICE DESIGNATION CODE

FLOOR NUMBER

BUILDING LOCATION/AREA

RELAY PANEL SEQUENCE

DEVICE SEQUENCE

DIRECTIONAL ARROWS (ONLY INCLUDED WHEN ZONE

OF DETECTION IS NOT 360°)

LOW VOLTAGE RELAY CONTROL SYSTEM PHOTOCELL

DEVICE TYPE DESIGNATION

WP - WEATHERPROOF

DEVICE DESIGNATION CODE

FLOOR NUMBER

BUILDING LOCATION/AREA

RELAY PANEL SEQUENCE

DEVICE SEQUENCE

DIRECTIONAL ARROW

CENTRAL/THEATRICAL DIMMING SYSTEM WALL AND CEILING MOUNTED DEVICES

DEVICE TYPE DESIGNATION

M - MAIN CONTROL STATION

S - SECONDARY CONTROL STATION

P - PARTITION CONTROL

R - INFRARED RECEIVER

V - AUDIO/VISUAL INTERFACE

DEVICE DESIGNATION CODE

FLOOR NUMBER

BUILDING LOCATION/AREA

DIMMING PANEL SEQUENCE

DEVICE SEQUENCE

LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR

LUMINAIRE CONTROL DESIGNATION

SENSOR TYPE DESIGNATION

P - PASSIVE INFRARED

U - ULTRASONIC

D - DUAL TECHNOLOGY

WP - MOUNTED WITHIN WEATHERPROOF ENCLOSURE

DIRECTIONAL ARROWS (ONLY INCLUDED WHEN ZONE OF DETECTION IS NOT 360°)

LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR

LUMINAIRE CONTROL DESIGNATION

SENSOR TYPE DESIGNATION

P - PASSIVE INFRARED

U - ULTRASONIC

D - DUAL TECHNOLOGY

WP - MOUNTED WITHIN WEATHERPROOF ENCLOSURE

DIRECTIONAL ARROWS

LINE VOLTAGE DAYLIGHT HARVESTING PHOTOCELL

PHOTOCELL TYPE DESIGNATION

S - SWITCHING

D - DIMMING

VS

U

1NC5

LOW VOLTAGE CEILING MOUNTED RELAY CONTROL SYSTEM VACANCY SENSOR

DEVICE TYPE DESIGNATION

P - PASSIVE INFRARED

U - ULTRASONIC

D - DUAL TECHNOLOGY

WP - MOUNTED IN WEATHERPROOF ENCLOSURE

DEVICE DESIGNATION CODE

FLOOR NUMBER

BUILDING LOCATION/AREA

RELAY PANEL SEQUENCE

DEVICE SEQUENCE

DIRECTIONAL ARROWS (ONLY INCLUDED WHEN ZONE

OF DETECTION IS NOT 360°)

LUMINAIRE CONNECTED TO EMERGENCY LIFE SAFETY BRANCH AND

FURNISHED WITH EMERGENCY SELF-DIAGNOSTIC BATTERY INVERTER

BALLAST

GENERAL LIGHTING FIXTURE NORMAL AND EMERGENCY BRANCH DESIGNATIONS (TYPICAL

FOR ALL LIGHTING FIXTURES)

LUMINAIRE CONNECTED TO NORMAL BRANCH

LUMINAIRE CONNECTED TO EMERGENCY EGRESS / NIGHT LIGHT / LIFE

SAFETY BRANCH

LUMINAIRE CONNECTED TO EMERGENCY CRITICAL BRANCH

LUMINAIRE CONNECTED TO NORMAL BRANCH AND FURNISHED WITH

EMERGENCY SELF-DIAGNOSTIC BATTERY INVERTER BALLAST

LUMINAIRE CONNECTED TO EMERGENCY CRITICAL BRANCH AND

FURNISHED WITH EMERGENCY SELF-DIAGNOSTIC BATTERY INVERTER

BALLAST

DUAL BALLAST LUMINAIRE CONNECTED TO NORMAL BRANCH AND

EMERGENCY LIFE SAFETY BRANCH

DUAL BALLAST LUMINAIRE CONNECTED TO NORMAL BRANCH AND

EMERGENCY CRITICAL BRANCH

DUAL BALLAST LUMINAIRE CONNECTED TO EMERGENCY LIFE SAFETY

BRANCH AND EMERGENCY CRITICAL BRANCH

DUAL BALLAST LUMINAIRE CONNECTED TO NORMAL BRANCH AND

EMERGENCY CRITICAL BRANCH. AN EMERGENCY SELF-DIAGNOSTIC

BATTERY INVERTER BALLAST IS FURNISHED ON CRITICAL BRANCH

CONNECTION.

DUAL BALLAST LUMINAIRE CONNECTED TO NORMAL BRANCH AND

EMERGENCY LIFE SAFETY BRANCH. AN EMERGENCY SELF-DIAGNOSTIC

BATTERY INVERTER BALLAST IS FURNISHED ON LIFE SAFETY BRANCH

CONNECTION.

LIGHTING FIXTURE DESCRIPTIONS

CEILING MOUNTED EXIT SIGN

· INDICATES DIRECTIONAL CHEVRON(S)

· DENOTES LOCATION(S) OF ILLUMINATED EXIT FACE

WALL MOUNTED EXIT SIGN

· INDICATES DIRECTIONAL CHEVRON(S)

· DENOTES LOCATION(S) OF ILLUMINATED EXIT FACE

EMERGENCY TWIN HEAD FLOOD LIGHTING UNIT WITH INTEGRAL

BATTERY PACK

EMERGENCY TWIN HEAD FLOOD LIGHTING UNIT WITH REMOTE

BATTERY PACK

EMERGENCY SINGLE HEAD FLOOD LIGHTING UNIT WITH REMOTE

BATTERY PACK

LIGHTING

L3 a

GENERAL LIGHTING FIXTURE DESIGNATIONS (TYPICAL FOR ALL LIGHTING FIXTURES)

LUMINAIRE TYPE.

· DENOTED BY UPPER…

This is the start of the file's text. The full file is on GovTribe.

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